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HomeMy WebLinkAboutSDP200300034 Plan - Approved Final Site Plan and Comps. 2003-12-12Scale:1"=500' VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER, CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. GAjL WHITmE E9 A lbemarle County, Virginia FINAL SITE DEVELurMENTP`%LANS 28 April 2003 Prepared. For: Weather Hill Homes, Ltd.. 315 Old Ivy Way Suite 102 Charlottesville, Virginia 22903 ri M,-%KEE CARS"'U"IN CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 tele° 434 979 7522 fax' 434 977 1194 4Sheet Index AAAAAAAAA_LL AAAA_AAA AA_AAAA/ COVER SHEET AND NOTES 1 OVERALL AND PHASING PLAN 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 .��OVERALL UTILITY EASEMENT PLAN 4 •-�LAYOUT PLAN� e LAYOUT PLAN 6 PHASE 1 GRADING AND UTILITIES PLAN 7 ,�PHASE `�OVERALL 1 GRADING AND UTILITIES PLAN 8 GRADING AND UTILITIES PLAN g ALL SEWERGPROFILE AND (CITIES PLAN 10 SANITARY ARY 11 WATERLINE PROFILES 12 STORM SEWER PROFILES 13 TREE PROTECTION PLAN 14 LANDSCAPE AND LIGHTING PLAN (REQUIRED FOR COUNTY APPROVAL) 1 LANDSCAPE AND LIGHTING PLAN (REQUIRED FOR COUNTY APPROVAL) 16 PAVILION I LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL) 17 PAVILION III LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL) 18 EXISTING HOUSE LANDSCAPE FOUNDATION PLAN (NOT REQ'D. FOR CO. APPROVAL)19 LANDSCAPE DETAILS 20 PLANT LIST 20A PHOTOMETRIC PLAN 21 PHOTOMETRIC PLAN 22 LIGHTING DETAILS 23 LIGHTING DETAILS 24 IRRIGATION PLAN (NOT REQUIRED FOR COUNTY APPROVAL) 25 IRRIGATION PLAN (NOT REQUIRED FOR. COUNTY APPROVAL) 26 WATERLINE DETAILS 27 SANITARY SEWER DETAILS 28 SITE DETAILS 29 SITE DETAILS 30 SITE DETAILS 31 SITE DETAILS 32 EROSION AND SEDIMENT CONTROL PLAN 33 EROSION AND SEDIMENT CONTROL DETAILS 34 Special Permit i 5 (APPROVED ON MARCH 19, 2003) General Notes Site, ecic GENERAL CONSTRUCTION f t =b SITE CONSTRUCTION �,._' I. DATUM: USGS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARYHE 16. PROTECT EQUIPMENT MATERIALS, CONTRACTOR SHALL ADEQUATELY PRO 1. UPON COMPLETION OF FINE GRADING �,ND PREPARATION OF THE PAVEMENT SOIL. IF A 2. BOUNDARY AND TOPOGRAPHIC INFORMATION BY ROGER RAY & ASSOC. INC. ! PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN + 'IND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT SUBGRADE CBR TESTS SHAD_ B+--f-,EI�=ORMED Oil THE SUBGRADE � �. _ SUPPORT VALUE OF *10 OR GIPEATER IS NOT OBTAINABLE, A ; CHARLOTTESVILLE, VA, DATED 08/28/02. BENCHMARK #1: TOP SOUTHERN COrr�`,LE OF ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF (,Fz�PONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. SUBGRADE SOIL REVISED PAVEMENT DESIGN SHALL LIE �=ADE `-`Y THE E31�11�!EER. S COLUMN, ELEV. 687,77, ELEVATION #2: 1 NAIL SET 1N BASE OF 27" MAPLE ELL�J. 0.46. " ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING s CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION 17,..1 kNY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, 2. CONSTRUCTION DEBRIS SHALL BE CONI AI";Es1ZED !la .ACCORDANCE WITH THE 3. LAND USE: RESIDENTIAL (MULTI -FAMILY) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. VIRGINIA LITTER CONTROL ACT. NO LESS; I'`, AW ONE LITTER RECEPTACLE SHALL (HEREAFTER ABBREVIATED VDOT). WHERE ANY DIS CREPANCIES OCCUR, THE FEPAJRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST BE PROVIDED AT THE CONSTRUCTION S1 � E. , _ 4. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. REQUIREMENTS OF THE PERMIT SHALL GOVERN. ' O THE OWNER. 3. STEPS FOR INGRESS AND EGRESS IN ALL )R,',!, AGE STRUCTURES SHALL 5. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN. 2. P E RELATED MATERIALS AND CONSTRUCTION ALL PAVING A D� DRAINAGE 18.'�' ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR BE IN ACCORDANCE WITH VDOT STA,: �-, H, ` T-`I: ALL DRAINAGE INLETS SHALL METHODS. SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND HAVE A 2-INCH LOCAL DEPRESSION. 6. ESTIMATED TRAFFIC GENERATION: 76 DWELLING UNITS + (60,000 G.S.F. OFFICE) VDOT UNLESS OTHERWISE NOTED. RESEEDED IMMEDIATELY. 4. ALL CURB INLETS SHALL HAVE A 2-11NCH LOCAL DEPRESSION AT THIER THROAT = 1106 VPD BASED ON WEEKDAY 24-HOUR PERIOD. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN 19. . ALL .SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, TO PROMOTE POSITIVE DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTER 7. PUBLIC SPACE IS DEDICATED TO ONLY THE AICCESS, EASEMENT OVER THE ENTRANCE ACCORDANCE WITH THE APPROVED. EROSION CONTROL PLAN AND SHALL BE "A '-'ID MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE r FINAL GRADING AT THE TIME Or FINAL ACCEPTF\NCE OF THE PROJECT. AND RESERVED FOR THE FUTURE ACCESS ROADS TO BOTH KAPPA SIGMA AND THE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. " 1 OSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. NATIONAL LEGAL RESEARCH GROUP PROPERTIES, SEE LAYOUT PLAN FOR DETAILS, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS . 5. STORM DRAIN RIPE .LENGTHS SHOWN ON PLANS,ARE MEASURED TO THE CENTER 4. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN STANDS ON ALL SLOPES. OF THE CONNECTING STORM DRAIN STRUCTURE'S, PIPE LENGTHS INCLUDE 8. ALL BUILDINGS WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS 01: FIRE IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR STANDARD VDO'IT END SECTIONS WHERE APPLI'rA9LE. SUPPRESSION. HIS DESIGNEE, DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE 20. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE 6. ;q, STORM DRAIN VOP ELEVATIONS SHOWN ON PLN:vS ARE TAKEN AT THE CENTER CHANNEL. OWNER AND THE BUILDING :CONTRACTOR. OF THE INLET BOX. g, ALL BUILDINGS WILL BE ADA ACCESSIBLE 5. UNLESS OTHERWISE; NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE. 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED A G T 1. UNLESS OTHERVISE NOTED, ALL ROOF DRAINS SHALL- BE TIED INTO EXISTING 10. MAIL WILL BE DELIVERED TO A CENTRAL. LOCATION WITHIN EACH BUILDING. VDOT STANDARD PIPE BEDDING DETAIL PB-1' IS REQUIRED. 1HROUGH THE OWNER. THE OWNER IS NOT. RESPONSIBLE FOR THE AND/OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF TOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION. 11. BICYCLE FACILITIES SHALL BE LOCATED WITHIN THE UNDERGROUND PARKING AREAS 6.' ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH VEHICLES WILL BE .ACCOMMODATED AT THE SITE. OF EACH BUILDING. QUANITIES TO BE DETERMINED BY OWNER. OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 8• ALL PAVEMENT (MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS 22• AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE ,;SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE 12. RESIDENTIAL UNITS ARE PERMITTED FOR THIS SITE AS PER ALBEMARLE 7. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE WITH MUTCD STANDARDS, LATEST EDITION. COUNTY SP-02-023 (BOS: 03/19/03). RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL CONTRACTOR. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR 13. ALL SURFACE PARALLEL PARKING SPACES SHALL BE 9' X 20' (MIN.). ALL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS OF ENGINEERING OR HIS DESIGNEE, THEY ARE, NECESSARY IN ORDER UNDERGROUND PARKING SHALL BE 10' X 18' (MIN)Oa 20' AISLES. SUPPLEMENTAL/ ERRORS, OMISSIONS ;OR DISCREPANCIES BEFORE COMMENCING OR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, TO PROVIDE SAFE AND CONVENIENT ACCESS, ALL SIGNS OR OTHER SURPLUS SURFACE PARKING PROVIDED ON -SITE SHALL BE USED ALSO FOR PROCEEDING WITH WORK. RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR VEHICLES LOADING AND DELIVERIES. DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED WATER AND SANITARY SEWER 14. FOR THE PHASING PLAN DESCRIPTION REFER TO SHEET 2. UNLESS APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. 24. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT 1. WORK SHALL BIE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 15. A PARKING MODIFICATION REQUEST WAS GRANTED BY BUILDING CODE AND ZONING 9. THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF {'LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SERVICES ON 7/7/03 TO EXCEED THE 20% REQUIRED SPACES IN PHASE 1. UNDERGROUND UTILITIES., PRIOR TO ANY CONSTRUCTION OR EXCAVATION, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS 'AT THE START OF THE CONTRACTOR SHALL `VERIFY THE EXISTENCE AND LOCATION OF, OR THE THE WORK 16. THE REQUEST ALLOWING WHITE GABLES LANE TO BE USED WAS APPROVED BY NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 25. (;THE POWER COMPANY WILL PERFORM ITS OWN WORK UP: TO AND 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED PLANNING ON 6/11/03. RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 'INCLUDING THE CONNECTION TO THE ELECTRIC METER FOR THE WORK ARE NOTi NECESSARILY SHOWN ON THE PLANS AND WHERE- SHOWN, PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 17, A LIGHTING MODIFICATION REQUEST WAS GRANTED BY THE PLANNING COMMISSION 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE PERFORM THEIR OWN WORK UP TO THE BUILDING. INITIATIVE, LOCATE ALL UNDERGROUND LINES 'AND STRUCTURES AS NECESSARY. ON 8/5✓03. EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF 'ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE 3. ALL MATERIALS AND CONSTRUCTION SHALL 'COMPLY WITH GENERAL WATER 18. ALL VDOT INLET GRATES TO BE PEDESTRIAN STYLE. UTILITIES SHOWN ON PLANS MAY BE ONLY APPROXIMATELY CORRECT 26. ;DITCH OR DRAINAGE OUTFALL, PIPE SHALL BE 6-INCH MINIMUM DIAMETER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE 1 .THESE AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO =AND CONFORM TO VDOT STANDARDS SB-1. NOTIFY ENGINEER IN ALL CASES. COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. rove s PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A 4. DATUM FOR ALLL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING -UTILITIES MINIMUM OF 6-INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM (1-800-552-70011). CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL 6. ALL WATER AND SEWER PIPES SHALL HAVE A !MINIMUM OF 3 FT. OF COVER 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE COLLECT AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES. MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS INCLUDES ALL FIRE HYDRANT LINES,' SERVICE LATERALS, AND WATER CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT LINES, ETC. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL 7. BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER. OWNER ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE, ROADSIDE DITCHES. HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION 8. VALVES ON DEADEND LINES SHALL CBE RODDED TO PROVIDE ADEQUATE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL RESTRAINT FOR THE VALVE DURING � A FUTURE EXTENSION OF THE LINE. LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION ENGINEER". -AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE SITE. ANY SUCH EARTH -MOVING ACTIVITY IS SUBJECT TO THE IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE APPROVAL OF THE OWNER AND ENGINEER. OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT AND COMPLETED WITH THE SITE WORK.. THE DEVELOPER SHALL BE NOTIFIED - PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. REQUIREMENTS AS SPECIFIED IN THE A.C.S.A, AS -QUILT PLAN CHECKLIST, ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE LATEST EDITION. CONTRACTOR. 10. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. 13. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 11. THE CONTRACTi OR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 14. ' UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL. ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, 12. BEFORE FINAL (RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE COMPACTION, EXPLORATION AND DISPOSAL. TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, 15. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION 13. EASEMENTS ACROSS ADJACENT PROPERTIES ARE REQUIRED FOR INSTALLATION LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS. OF PROPOSED SANITARY SEWER EXTENSION. DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF BUILDING CODE ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION Al 14. RPZ BACKFLOW PREVENTION DEVICES ARE REQUIRED AT EACH BUILDING, ONE SHALL BE ON THE FIRE LINE AND THE OTHER ON THE DOMESTIC FEED. 1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN (JANUARY 10, 2003 REVISION) (THE "CONCEPTUAL PLAN") AND SPECIAL PERMIT JUSTIFICATION DATED APRIL 22, 2002. MODIFICATIONS TO THE DESIGN OF THE INTERIOR LOOP ROAD, APPROVED BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS TO ACCOMMODATE FIRE TRUCKS, SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN. 2. AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCATED IN THE FRONT (SOUTHERN) PORTION OF THE PROPERTY. THERE SHALL BE A MINIMUM DISTANCE OF TWO HUNDRED FIFTEEN (215) FEET BETWEEN THE SOUTHERN -MOST STRUCTURE AND THE FRONT (SOUTHERN) PROPERTY LINE. 3. THE ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN ROAD STANDARD FROM ITS JUNCTION WITH ROUTE 250 WEST TO THE INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC WORKS, ALONG ONE SIDE CONNECTING THE INTERIOR LOOP TO THE PUBLIC SIDEWALK AT IVY ROAD. 4. ALL ROADS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION STANDARD, WITH A MINIMUM WIDTH OF TWENTY (20) FEET, FINAL WIDTH TO BE DETERMINED AT THE TIME OF FINAL SITE PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS. ALL ROADS CONNECTING TO ADJACENT PROPERTIES SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND ENGINEERING AND PUBLIC WORKS, PROVIDING A CONNECTION TO THE PUBLIC SIDEWALK AT IVY ROAD. 5. UPON REQUEST BY THE COUNTY, AN ACCESS EASEMENT SHALL BE PROVIDED ON THE PROPERTY FOR TRAFFIC FROM THE KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B) ACROSS THE WHITE GABLES PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL PLAN. THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDITION 4. 6. SHOULD A CONSOLIDATED ENTRANCE BE LOCATED AT A POINT WEST OF THE WHITE GABLES PROPERTY IN THE FUTURE, AN ACCESS EASEMENT SHALL BE PROVIDED ON THE PROPERTY FOR TRAFFIC FROM THE NATIONAL LEGAL RESEARCH GROUP PROPERTY (TAX MAP 60, PARCEL 25) ACROSS THE WHITE GABLES PROPERTY, AND THIS ACCESS SHALL BE RESERVED ON THE FINAL SUBDIVISION PLAT/SITE PLAN. THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONDITION 4. IN THE EVENT THAT SUCH CONSOLIDATED ENTRANCE IS PROVIDED, EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") OR THE COUNTY'S DIRECTOR OF ENGINEERING MAY REQUIRE THE APPLICANT TO CLOSE THE EXISTING ENTRANCE SHOWN ON THE CONCEPTUAL PLAN, CONVERT IT TO A RIGHT IN/RIGHT OUT ONLY ENTRANCE/EXIT, OR REQUIRE THAT OTHER MODIFICATIONS BE MADE TO THE ENTRANCE, 7, WITHIN EACH PAVILION SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOMINIUM UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOOR AREA, THAN THE SMALLEST UNIT WITHIN THE SAME PAVILION. 8. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS OUTLINED IN ITS LETTER OF JANUARY 28, 2003 (ATTACHMENT H). THE APPLICANT SHALL BE RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS INSTALLATION (THE "SIGNAL") AT THE INTERSECTION OF ROUTE 250 WEST AND AN ACCESS POINT SERVING THE PROPERTY APPROVED BY VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING, AS. PROVIDED IN THIS CONDITION. UNLESS THE SIGNAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY THE COST OF THE SIGNAL AS FOLLOWS: 8A, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH (PAVILION, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE OTHER SECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE COST OF THE SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN THE YEAR IN WHICH THE SECURITY IS PROVIDED. THE SECURITY SHALL CONTINUE SO THAT IT IS AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS NOT IN AN INTEREST -BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PIRICE INDEX; 8B. IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHORIZES IN WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING ,APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING PERMIT FOR THE FOURTH, PAVILION, THE COUNTY MAY DEMAND PAYMENT OF THE COST OF THE TRAFFIC SIGNAL, AND THE APPLICANT SHALL PAY THE COST TO THE COUNTY WITHIN THIRTY (30) DAYS; AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONSTRUCTION OF THE ACCESS ROAD OR OTHER ELEMENTS OF THE FUTURE TRANSPORTATION IMPROVEMENT PROJECT ,OTHER THAN THE TRAFFIC SIGNAL. 9. THE APPLICANT SHALL PROVIDE BICYCLE FACILITIES AND WALKWAYS IN CONJUNCTION WITH ROAD IMPROVEMENTS TO IVY ROAD AS REQUIRED BY VDOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN CONJUNCTION WITH PRELIMINARY SUBDIVISION/SITE PLAN APPROVAL, REVISIONS: 1. 10/17/03 CO. COMMENTS Phasing Description �{ �r PHASE 1 CONSTRUCTION SHALL INCLUDE ALL IMPROVEMENTS SHOWN HEREON, EXCEPT THOSE LISTED IN PHASE 2. RESERVED ACCESS TO KA PPA SIGMA PHASE 2, OR ANY STRUCTURES LABELEDUIREVPH/ASAEN,DCON CONSTRUCTION THEOIR ASSOCIATED FOUNDATION OUNDATTHE OIONOWING PLANTI PLANTINGS), THEENTS: THE FUTURE CONNECTOR SERVE KAPPA SIGMA TM. 60 -1- A 278 ROAD TO THE ADJACENT PROPERTY TO THE WEST AND THE TWO STONE WALLS IN FRONT OF PAVILIONS V & VI. AT PROPERTY. KAPPA SIGMA MEMORIAL FOUNDAT/ON D.B. 1153, P. 646 THE TIME OF PHASE 2 CONSTRUCTION THE DEVELOPER WILL BE ALLOWED TO SPECIFY WHAT IMPROVEMENTS WILL / D.B. 415, P.41 BE OMITTED UNTIL FUTURE PHASES. / D.B. 373, P. 389 (PLR T) ZONING: CO PHASE 2 IS EXPECTED TO BEGIN WITHIN 6 MONTHS OF THE COMPLETION OF PAVILION III. ALL PHASE IMPROVEMENTS USE., EDUCA TIONAL/OFFICE FOLLOWING r)LI A C1c I CIU A 1 1 Mc E)1 III -r nn Onnlncn r)nlnn rn rLJC nnAAnl CTIlIAi nr l TE 1r (\EVrE i n A ".. r_ __ _r n __ 1 / / 1 i FROM THE D N 19�4945- E 823.40' (268.53/ (554.871 THERE WILL u u w..�=-.�:_.-�,,.-. ,:::-• -x�""" 11 I ( -mow a1 ,' Al rj T.M. 60-27A PARCEL B 'r r Wl'-llTE GABLES / LAND TRUST G ? } D,B. 1896, P. 237 f +l ZONING., CO � III u �I s ji SL S. S H Y 1 3 rHY4l II - x r� : 1 � if II ti if - II "> is t 2. i i � ' r•4 x Y > r. fi II r.. J E E 1 E 5 ' ; t E S 23.04 55" W 672.06' E + z c ) w. t RESERVED ACCESS TO 4 SERVE LEGAL RESEARCH I ' 4o PROPERTY. ' E i k 4 ' Abbrevations 2 j EXISTING PROPOSED ITEM I OHE OHE OVERHEAD ELECTRIC OHT OHT OVERHEAD TELEPHONE xx CG CG CURB WITH GUTTER k �T a LP LP LIGHT POLE y �Zr UGE UGE UNDERGROUND ELECTRIC LINE ` OHE OHE OVERHEAD ELECTRIC LINE art ' UGT UGT UNDERGROUND TELEPHONE LINE ----- ' RCP RCP REINFORCED (CONCRETE PIPE FHA FHA FIRE HYDRANIT ASSEMBLY ` TC TC TOP OF CURB BC BC BOTTOM OF CURB LP LP LOW POINT . D/ DI DROP INLET j h CO CO CLEAN OUT WV WV WATER VALVE yD YD YARD DRAIN SC Sc SIAMESE CONNECTION MH MANHOLE MIN MINIMUM MAX MAXIMUM OC ON CENTER F_.•„; OD OUTSIDE DIAIVAETER < i m' OH OVERHEAD ' PVC POLYVINYL CHLORIDE f, s' RCP REINFORCED (CONCRETE PIPE Tit TREE TO BE (RELOCATED i r=. - TBM TO BE MOVED f i TBR TO BE REMOWED TBS TO BE SAVED) TC TOP OF CURB TYP TYPICAL UG UNDERGROUND VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION =- AVR AIR RELEASE VALVE 1 1 PAVILION V I (FUTURE PHASE) I I i r E- .... �ti� m ....3 t 4 f� I I I l I PAVILION VI I (FUTURE PHASE) I I I P91, 39 NA TIONAL L EGA RESEARCH GROUP S-ite Data Ai DEVELOPER: TAX MAP / PARCEL: TOTAL SITE: MAGISTERIAL DISTRICT: SETBACKS: DWELLING UNITS: GROSS DENSITY OVERALL PARKING REQUIREMENTS: T.M. 60-26 VIRGINIA LAND TRUST D, B, 1896, P. 237 ZONING, CO LAND USE- RESIDENTIAL: ; yy S } � E I PAVILION IV I I (FUTURE PHASE) PAVIL'I,Oh (FUTURE PE T.M. 60 -25 ROSSER ASSOCIA TES D.B. 1083, P. 50 D,B, 635, P,308 RAT) ZONING: CO USE, COMMERCIAL/OFFICE WEATHER HILL HOMES, LTD. 315 OLD IVY WAY, SUITE 102 CHARLOTTESVILLE, VIRGINIA 22903 (434) 296-9484 CO W/ SPECIAL USE PERMIT FOR RESIDENTIAL (SP-02-023) TM 60, PARCEL 26 & 27A 7.097 AC. (309,145 SF) SAMUEL MILLER FRONT: 215', SIDE 0', REAR 0' PARKING: 10' FROM PUBLIC R.O.W. 6 BUILDINGS (76 MAX. APARTMENTS) AT BUILD -OUT 10.71 DU/AC. 2 BUILDINGS WILL BE BUILT IN PHASE 1 76 DWELLING UNITS = 2 SPACIES PAVILION I, III, V & VI = 20 SPACES EA. PAVILION II & IV = 32 SPACES EA, TOTAL PARKING PROVIDED = 168 SPACIES PHASE 1 PAVILION 1 (10 UNITS) = 20 SPACIES PARKING REQUIREMENTS: PAVILION III (10 UNITS)= 20 SPACIES TOTAL REQUIRED SPACES= 40 SPACIES TOTAL PROVIDED SPACES (SUBSURFACE)= 42 SPACIES ADD'L, GUEST PARKING PROVIDED (SURFACE)= 28 SPACIES (380.67'1 NUMBER OF LOADING SPACES: N/A (WILL USE SURPLUS SURFACE PARKING ONLY) NUMBER OF EMPLOYEES: N/A PHASE 1 AREA STATISTICS: BUILDING FOOTPRINT: 24,160 SF 8% PAVED AREA: 35,185 SF 11% TOTAL IMPERVIOUS AREA: 39,269 SF 13% COMMON OPEN SPACE: 245,716 SF 79% TOTAL AREA: 309,145 SF 100% PHASE 1 AREA USE STATISTICS: RESIDENTIAL: RECREATIONAL AREA: 32,010 SF 32.7% AREA INSIDE OF LOOP ROAD (0.84 AC) 36,590 SF MAXIMUM HEIGHT OF STRUCTURES: 65' BEDROOMS: 3-4/UNIT (PHASE 1), N/A FOR FUTURE PHASES OWNERS: (PARCEL 26) VIRGINIA LAND TRUST (434) 979-8181 (PARCEL 27A) WHITE GABLES I LAND TRUST (434) 296-9484 �I z y hr.� CKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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 Feld 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,LTHDF� O UROBERT B. MCKEE� NO. 7783 a 4a �!YONAL V61'' a� Revisioms: 1.10/117/03 CO. CON MEN'TS b wl .I,,. , ,:'-,,.l,',A'. _Y...t.. ,_- ., J,hf.. i rIt `. I I ; ti r ( i �F It 1 !1 I; " di p f [ I i I I ff I I'it s .f I f,I SECTION TO BE REMOVED 1 ," TO ALLOW FOR PROPOSED + " STEPS AND MATCHING COLUMNS 3 2 ., _ ' x: , , N 19 49'45 E 823 4 ,",., > ,., ,,,. _ _ _ :. u lRF r (268.531 II;:..;:!; t;II��i!;; I�;2:::III -�WI�Ii.i I ,. .., , " 1. I ... , � I '.... .. . r' t 3. f KAPPA SIGMA T.M. 60 -27 & 27B KAPPA SIGMA MEMORIAL FOUNDA TION D.B. 1153, P. 646 D.B, 415, P. 41 D, B, 373, P. 389 /PLA TI ZONING: CO LAND USE, COMMERCIAL I ;'1 f , f ' -1 h. f(i er�, €`' `i f3} "I . (554.87f/ - i IRS gg. I . . - I. . I -, I . I I . .. f . I f : i : 4� -, I ..'' . -- , Y R ; { I' . ,:11, .;`; - `:3''w' `'' ,= s- ,, , 48' TBR _ ,i r:, i - : = AK .. , i ,, r t y 4v1 j-a _.1 �' ', C,y _ .... .. O { r , , - - _ $• , —' ti, , N� TA Tl � = ;:' ;' ROW OF EGE r` . I .1 Exi r�N t (8-15 % Tf s )TBR , : -% : BM . L EYL:f1 NV CYPRESS V S G ON:' > ,_. " `" . 1 ' y s r 28" i J� .r ti R -f Y Z ;LOCUST ; . 3•. `1. - : , _ , t i I :A 1.. ;', R , ,, CEDA ;- '• ?. .. . ,: TBR w ,. AA 1 —S `r+ ' f 3 ` {4 a ... .... f CONTRACTOR TO TRANSPLANT AND ` %& ` , ' 18 ' TR/PLE .I, IJ ` .. , , ° .. r.`' `,` CONTRACTOR TO USE SAVE LEYLAND CYPRESS TREES IN <) �-11 I ;" TE ON SIT R _. is �; t :�� j e � : II ,..._..., CEDAR ; , EXTREME CARE AND CAUTION" _ - , r .` w� „ „ : ,_ : rwwrirwwvvv� ) �� ,[ ''�l TBR AS NOT TO DAMAGE TREES LAISNSTRUCTIONSCA 0 `,' E RE i 596.3 :.%w f , .,, ,�;. Y ;..,"...,i + 42,, .... _ ._._........_ _ SCHEDULED TO..REMAIN IN �00 `5 r` i,' N) ? f GOLDEN -RAIN 1� _. _.;, .,'1`. y,_f _ z.,%f ; I".. [,{; �.,,,,,,•, RED OAK 0 ..,. O '- ' - f - : g0 3 'TREE; T,M. 60-27A PARCEL B; -' ' r '' _ TBR crf 't THIS "AREA' WHEN REMOVING 6'1 rrj a J. ; .; `" ! h " ``''`' XISTING TREES AND DRIVEWAY m Ir. ,JI. lT ABLES / LA17/D TRUST TEiR - Z7" E y b r' 1J..•_ i ,.Y ,.y - �,,. -. ,m:7",�, _ it /� j t I, Jt D.B. 1896 P, 137 { " �:r=., CEDAR P i O TBR ZONING CQ rn t GOLDE/tj RA/N : ; s : ,- s t ;` CED %.` w AR-. LAND USE. RESIDENTIAL _ ;i v.. 1 ' , J i _. _, , :, i i '� r )., n, y - 3' . 4:.. . h.i I ", ..r'� 7 + .". -z} x �,^•- ' ;r : t I ' i L✓ .- .t .�i .f - � i°9 �..R®° ^®°m, �" e � ... ._ � .. ... _ . ,.. .. - }' yy TREE \ :..) -®',' S® * r ` , !. ® i i; 3 aj ; ` s ' �...,% ` r J 't r.:. I j . - '� 7 42 �" . `f _.) r!"'.w.r ...�.. I .s F' F _ , % i"' }" r %, _ 1 POPLAR ; r i . � <::. r11 . y �`. _; �... lij _,v. <`. >POPLAR :.` , I EXISTING 50' EASEMENT 1 s b - ;> TBR ' x% ;I Ii BANDONED- ..-- '_l 12" i 4 -t ,.;1 - TO) .BE A .,, ' r: #; B. L w i P' 'A SPRUCE E ' D. 1896, P 238 T) S G • i y r-'t ._ >� max+!- ; :' _..... ........._.. _ j y L r : ..',., ,.,.•%I %M I .'-', 21" DOUBLE _ r ,t.. \ ^ i-f - :. ~r. t r' 44 S` a t h 596.9 R 1.rP1r- y r :, X �. i ., J.. ,:,+ - _ t I ,, t I • ,.t` T B iY, .. , r ti / rs' POPLA c _ t. � h �` ... 2 7 .:: _ , MAP E - .... _. "` .s, i 4 R i . _._.:.. r ,. b ll 1. , t..,. a ; OX. CA TION OF - , I l 4 _ I fJil .. �' , >- 1 36' < UNDERGROUND ;= . ) 1 ril :4 1 n AM r YC ORE. I f LIA TELEPHONE SER-V�i✓E. ,au t.t ` TBR ="n- r ;< r' t i , �;: MA GNO . ' : r r� )' : �. , .; - r. J 7 , I I :. -, :., , 36' r., , i 1 _" r w. ,� „_ SEE NOTE. #1 � ' ��_�1 �// �' -� r %; r :�. , c. ;`)'.. X . r 'w" : , �.+'.r,r .. . ...:' 1 , r aasaa. rasa—4-91'•r' — asr} ® "� ,F / _ , I. "f . ., i �, iI ( 14 :"�(• O r ` 1. PINE = �` ' �` .., _ [ f �,, ,- 1 TBR �': `� f 1 f t I r ;- . I. ' t: r T^-i TBR �` s , " ` I. v 24' n , _ , r r' r `t >, 0 . , S I , , COfNCRETE -,F :.n„ '= S ; ,� f.MAPLE . „ r CAST/NGS ., i" �" ' t" -' �`' z ,, r'' 'MAPLE 1 f ifll ;' Tf;. 48' t .,f V 1 ", t /�J, `! �? 24' ;1 r I / r i', 1. I'` 4 1 0� AM R i �`` „ I 3 /A MAGNOL ` 4 CV/�, '' } r J r t ,} _ I" s :f i i - , `� CEDAR O ''r. t �'. _ s ;.^ ('` _ _ f. r `, \ .; i_l ,„; t ` 1 } it ^ -{ [ ., r "11) , �� t'` :BENCHMARK L gg \. i i.J ;?>>, ; c,` :,` r. t 3 '',I(\ . t .'E"" 1 > �: /' i t/ '-tom ` , ' 1' y. I i" S r 'x"'jC . CSC r } -a: {: 'TO� SOUTHERN }3 . 1` .2' 1 1 r+.J 3 9 , '".,,,5 ^'y' ' 1 ' .• ° r'S I (j { 1l :r f` ALL .EXISTING Y i , M o U N. F L r ER O CO CJRN `-r i �n �� 3 -1 � f . =s 6" l I` f 591.3 V MENT-4 }. w ; t DRIVEWAY ,PA E F L 'EL 587.77 J f � .f` � r'1 1. •a..3 •' _ . 'q✓ r r i� I I r„ -.;, f MAPLE I t' - fr i 1 J. r 1, II TO BE EI4tOVED };,% i ,' jp`'.t _'�' ; c5 I'. ;r " r.' .. I. % ._: O > 1 TO TO`, USE :, 1 CONTRAC 36" f r f ,' I 20" 589.9 r .a; 1, I r i , EXTREME C RE AND CAUTION SPRUCE c !" }\ ` I ,- I A _ �, �` SPRUCE i t` ; I "� _ f, t V VfILVE AND si '' E c''% �'' f I I IA A TR- T 1 REMOVE - E THE S VRGN L ND IIS R AS NOT TO DAMAG ', ;�., zzt J i . ",n. r I - r C' ` / 1 LINE °CAP i ., r r 1 P r' f SERVICE L , , ,` ,. HEDU ED. TO REMAIN N D. 7 SERVICE LINE IN LAWN r,, f HIS A EA WHEN REM0VIN,Qr ,-' T ZONING.. " CO i i v J I TBR J �p J .1 1 s ' / . t� I f"�`' ;J :t, 1 EWA -� A l TlA , V AREA ';� ;�'��`� TREES AND D V ' ' i L ND USE., RESDEN L >'' EXISTING r SEE NOTE #2 -,>' EX/ TlN t • , •,�:L,, r 1, 'I t s R R UND. � 27" .';... _:�� S G ,i �t ` . +,, � , -. , .. 14• � � ;POD S/BLE UNDE G O _ ,. TBR I w" . MAPLE; 24 " VEG_ TAT . N AL FOOTING 24 `. 1 �'EPTIC ORA/NFIELD ' EXISTING F ,ri I1 , I:O BE AB NDONED N TEPS TO BE, CED �R �'; ' . > ` _ r ; , T REMAIN; U LESS P/NE >„ , ;,-: ;.s_,t.. r ; 0 1 4i, J:t" s' r. ' . 8 1 .''t-s .t �' r, ;d <. :� 1 �' r r A EA R -f H s - �. MOVED � , f, E � i O'" R %: �' , � :`•�., .,_. . , , _:. `-.... �--.,,,, 609.E ft ?t 3'' 1NG% P� GRADING, PAV BR �•`, MAGNOL/A �"• '•�= ,� �.�' Wf ,`� T �. ..,. t„ IMPROVEMENT REQUIRE z. ,:r 14' > _ , , s e' r t z � .ram-' ; " .- ' � v e ` SPRUG' F €` O BE REMOVED E ITT •.�, t T T BE S D I>v! •TBR � �..® =a „ i S � r� F.. '°' -DEEMED NE ES ARY - -Fr - - 4' S r'�' 2 O fJ ;:i f i TB :" I �, ^, TBR t MAPLE Y �1 c`"' T ESE T.O BE � r 6 ;' r.. PINE (+TOR H ` )- C '. ` F f '`: Jf 1 5 �' � � `efi 1. lT' PN 4 s `�� REMOVED IN PHASE 1 c` �� n: 0 TBR . t/'Lt , : _ �,,: TE4 -' ',t , ' : .� _ M% (APPROX. LO(CA.TIONI R F TUR PHAS ELM ; ;' r ''y . t; O. U . 1 � 48' 4 rw , ,' - 0, fly �t, TEIR 1 /r J^ ''-'', t ..t. i� f d ELM Q 4 �J MAPLE ' � P/N <~ �- t - . >'• � 1 / ` , r X' '. 1 f, a r e 1 s �/ + r" _ r l N :, rr ' : ' '' ,�.} ',> _ .: ;;I•i �, "` r - SPRUCE t:; T r 1 -) j TBR , r: t !` a . i :f, f: p �I k, r`` �'.. i` a r. ,... S82.60. ` r s :r., : 18 t :, `J f , .T HlT P/ .d 4%v; �,.. t l.. �'` i" it i. 5�3/.5r.., t ; s"f J zrf `c" : �7 , t R f 'F~ TB ,} - 1 TBR"" _ r TBR -t. l' {': ;. r i 5 �'` �„ B 4 i , 4. 8' , -� , TBR' I, ,, ,., T� 9' CMP r ASH �t;� "; TBR HMA 2: 1 I t I -� - AILANTHU BENC RK 15" C - I �Ir : �, "t, BOXWOOD lNV IN 609.14 t=I' ` I f: J, TBR .r ir. e 1 (1VAIL SET IN BASE f ,.r::'' CEDAR 1 /NV. OUT r E �'=� ''r;I ' . : , TBR INV OUT 609.10 i t s ; / I' L4 ;, �' ,y - 6' BOXWOOD .OF 27" MAPLE {:' c` ( ; i r ELM EL 610.46 iA kY•d tt � �- i,,:'l. "+'„ WINGWALL AND BOTH GATES w z..a <. ».:� yxt vt 2 t s .� TBR t !.`i ( j 1 E : 18' M j , a `- 4' TBR..TERMINAL COLUMvtN TO':BE TBR e, 1 BR s 2 1 f' r I T ` OF MAGNOLIA ;; ROW OF , if ..' F,, I` `: t : j' t -'"' AILANTHUS PRESERVE.. SECTION I WES '` 1 � ; ;: , I +_ a THIRD - TBR DOGWOODS wvv�r^ -'^ 1 I / 4 3 COLUMN TBR AND 'NE:W, -TBR .TO BE SAWED UNTIL I INV. /N } I ' TBR B XWOOD : •' i `, ;'t ,` .' ; a° . 7 ) t COLUMN" INSTALLED TO MATCH O 5 9 00 k i k, , ; t 24' 3 ``\, ; ; DEEMED NECESSARY .-:'' ai EXISTING OVERHEAD ELEC-TRIG ' E ,) .- , J - 1.1 E I TING AT NEW.` TERMINUS, MAGNOLIA ,"-'), ° (, J� , _ ;'.10-j i - _; .r',> r k i;} _ . r X S , : , s i Y= , _• TO BE RENAOVED IN PHASE 1 ; LINE=`TO 8E REMOVED` AND f' tl /. mi t 4: /_ AIL/1NTHUS SEE 'LAYOUT PLAN. CONTRACTOR :}_r `l,' n / S F OR FUTURE PHASES) 1 RELOCATED UNDERfiROUNID IN I ' f i' I I 1;1 , : � TO:'CONTACT LANDSCAPE :'ARCHITECT r`-` =.., � , J ._ ,; ,� �.y, GENERAL AREA. EXACT LOCATION ;f / f' i }_ J �� �:. `' 14 FOR FURTHER :dNSTRLICTIONS• ;%!. '' w., .., l..: , .; .. r ''+ `. TBR :`TO BE COORDINATED BETWEEN t I/ ERVIC R D E GI EER "'tz r-r EDAR S E PftO.V(DE AN N N i M G -._ , i _. I t..,.: TBR' r- s<s- 1 ,, a i`I h'_., i I >5-_._� —1. , `TB �, "� TBR of r �, ,�,v �w :, % I 1).,1 , x 8' ;`DOGWOOD Tl � . I` "' c` f 1 >`r`).• ; „ i` .; , CEDAR : ,' a l '-,, {: iy, �, LINDEN , . r j t :rt z,`, 1.1 1 0 `;' :, c TBR : +. i _ : $ 1 P, TBR is F EYLAND CyYPRESS ; s . ,I ROW O L wt a ;^ _ . 587. wUt r .., : , ° TBR . CED R ol V { > € ; - 14 W 672, 06 a 1, 391 - f' ' 1t r EXIS TING..- i I.. ' / r MAGNOLIA ; { ! f . > ' f .Z � "` A- --., , ^ . • EXISTING ; ' . J ; j r I, i PINE f .r r _ ...... 00 VEGETA'T /ON a.l r 1,' 1 { -' VEGETA TION1. I TBM _ CEDAR x 605.6 X (380.67% " s ! { f , ` CONTRACTOR TO TRANSPLANT AND — Y �� `.n� I. w.. _ , , .., < . _ nF� . ,,w. K .. 604.4 �p� i c F` r x` THE CHESAPEAKE & OHIO i 1 SAVE LEYLAND CYPRESS TREES IN .,,. F' ` t.)i RAIL WAY COMPANY t ,:-. r r ' !R, • i i D, B. 169, P. 593 ' y 4 I .'THIS AREA. RELOCATE ON SITE PER ,,1.�:= __....... _._ ._. _.� t ,,- ,_..-... .._.-w. w,..�.t - t ;' .,. , � + LA INSTRUCTIONS -..__ __ ... f ; ! i ! r_J �L. J_- r` 1 Q,B. 169, P.594 (PLAT) s I J' / dA r' ZONING. NA _, LAND USE., RAILROAD 4 NA ri®nIAL LEGAL EXISTING VEGETATION IN THIS AREA REMOVE ANY EXISTING FENCE ALONG f ..' ,h 'N j; �` X_�''.= 1 p Iy 11® �;�' I jam+ �} f NOT TO BE REMOVED IN PHASE 1, BUT ADJACENT PROPERTIES: TYP. r, , /; / i RESEARIC / GR®U/— I AS PAVILIONS III AND IV ARE BUILT IN �% r ;` ,r 1'ilI 1. EXISTING TELEPHONE SERVICE TO 8E ABANDONED OR REMOVED BY CONTRACTOR BETWEEN FUTURE PHASES. HOWEVER, AREA SHALL , BE CLEANED UP AT DIRECTION OF LANDSCAPE f "'"` •t ,` t {f,({ wI DROP POLE AND OUTSIDE SERVICE BOX ON EXISTING HOUSE. SERVICE PROVIDER TO T.M. 60 -25 ARCHITECT DURING DEMOLITION STAGE f MAINTAIN TEMPORARY SERVICE TO EXISTING HOUSE DURING CONSTRUCTIORCONTRACTOR ROBBER ASSOCIATES , � � /.. T D.B. 1083, P. 50 .'� r. / .-'r , ' ' t , TO ENSURE NO EXISTING TREES ARE DISTURBED. NEW SERVICE SHALL BE RESTORED 0 D,B, 635, P.308 /PLATI f . E ,', i' •fit` "t.,f''' .. J/r- EXISTING HOUSE BY SERVICE PROVIDER. ZONING. CO 30' ELECTRIC ` LAND USE: COMMERCIAL CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT - � ' ru ' / A 11°5125" EASEMENT +r 2, DEMOLITION OF EXISTING FRONT PATIO SHALL BE OPTIONAL AND DETERMINED IN FIELD BY AND TREE ARBORIST 48-HOURS IN ADVANCE OF ' /,. R 195290' OWNER, ANY DEMOLITION ACTIVITIY i _k,..." ;' /' ' L 404.14' p ! ... +£ , -Y ` 1 CH 403,42' h J i I Ij. / CB S 50 °02'18' E f `,IP e ,.,` I I r .,,._- T ,( I ..r , f,, 1 1} < 1' 7. rc x- f {," / ah s� V. '. i f ij 1. �/''}J !� -:: 14 t t r : j: :r Ifs., ; ri t _t';f 259 SL OPES,` rYP, l /J/ /. �' 4 + / ! 1 r,' 1= ! s, r ,f f i ' f.'I .r `'L TBR= TO BE REMOVED ;.'•` I TBM- TO BE MOVED /� J { s•' ' r E''r , r 14 �e. a' J. , { DEMOLITIONTHIS SHEET TO BE USED FOR " ONLY 1'ff � , Scale 1"=30' f, f i`,, I< / Contour Interval=2' 0 30 60 120 ,/Y,1111 , jr, .:.a WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson Field and a e d 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 Feld 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. .0�0 - EP'L H 0 G ® 1, �f ® r URiOBERT B. MCKEE NO. 7783 A C4 � ' QI &101VAL V e.�,41' 11 t. fl I • Al I r Revisiolns: 1.10/17/03 CO. COMMENTS Scale: Revisiolns: 1.10/17/03 CO. COMMENTS Scale: H:1" = 30' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE PRELIMINARY: I � PROX, L 0CA TION OF ; 1 I I . PRESSURE ) ASLINE ' 1 ;®-APPROX, LOCATION RESERVED ACCESS TO I ; I OF 12" WATERLINE SERVE KAPPA SIGMA } PROPERTY. / I 30' TYP. 30' ACCESS EASEMENT; TYP. N f9' 49' 45" E 823.40' (268.53'1 TELE/CABLE < SPLICE BOX J ' PAVILION V I (FUTURE PHASE) I (2) 6" PVC TO SPLICE BOX FOR ELECTRIC Al g t _ I r m , na = 20' WATER ��� �" Jut. EASEMENT; TYP. �'`- `� . r� /(2) 3" PV ' CONDUIT 4 FOR ELEC. 1{I��' SERVICE 24 US EN :I t . <✓ — '� �` ✓` (1) 4" PVC a "' LIMITS OF PUBLIC ¢eX TO SERVICE ACCESS ESMT. VARIES; a HOUSE MIN. 30' a —30' ACCESS EAS ' EMENT• TYP. ( c (l=f PLACE (4) 4" PVC CONDUIT r v zz U' TO FOLLOW TELE/CABLE�n !1 Lfi�, UTILITIES ROUTING; TYP. � x � Tr i4i t 90° LONG BEND FOR I„( r TELE/CABLE UTILITIES; (4) 4" PVC CONDUIT h f z r� fiy TO RO TO GOW CABLE �� h t' 11)y YY,r 6 rt S23° 04' 55" W 3 672.06i' RESERVED ACCESS TO 30' I SERVE LEGAL RESEARCH PROPERTY. I TYP. ' Utility Notes , , .1 1 1 , I p 1 ALL UTILITIES SHALL BE INSTALLED OR PREPARED FOR FUTURE PHASES IN PHASE A. ALL ELECTRICAL CONDUIT FOR DOMINION VIRGINIA POWER AND SPRINT SHALL BE PROVIDED BY AND INSTALLED BY CONTRACTOR. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. ALL ELECTRIC CONDUIT BURIED UNDER ROADS/SIDEWALKS/ETC. SHALL BE CABLE IN CONDUIT (CIC). SPRINT AND ADELPHIA CABLE SHALL UTILIZE JOINT -USE DITCH WHEREVER POSSIBLE WITH ELECTRIC SERVICE PROVIDER. NO CHARGES, APPLY TO PLACING BURIED SPRINT CABLES. SPRINT TO CONTACT ENGINEER PRIOR TO INSTALLATION. ALL UNDERGROUND EASEMENTS SHALL BE 16' IN WIDTH. CONDUIT SHALL BE LOCATED UNDER ALL PAVING/HARDSCAPE SURFACES. ALL CONDUIT SHALL BE 4" MIN. DIAMETER, SCH. 40 PVC. UNLESS OTHERWISE NOTED. CONTRACTOR TO CONTACT UTILITY PROVIDERS TO DETERMINE CONDUIT QUANTITIES IN EACH SITUATION. CONTRACTOR TO PROVIDE 1-2 ADDITIONAL CONDUITS AS SPARE FOR FUTURE SERVICES. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER, GM(A) REPRESENTS 5 METERS OVER 5 METERS GM(B) REPRESENTS 1 GROUPING OF 3 METERS ALIGNED ALL ELECTRIC METERS, HOUSE METERS ARE LOCATED WITHIN UTILITY ROOM OF EACH BUILDING) PED REPRESENTS TELEPHONE/CABLE PEDESTIAL GENERAL LOCATION TB REPRESENTS PHONE SERVICE BOX (LOCATED ON EXTERIOR WALL OF UTILITY ROOM) WHERE POSSIBLE UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER IN SAME LOCATION. CONTRACTOR SHALL HAVE PRE -CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES, LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION, FOR ELECTRIC SERVICE, ALL CONDUIT CROSSINGS SHALL BE INSTALLED BY OWNER/DEVELOPER. ALL CONDUIT FOR SECONDARY RUNS TO SERVICES SHALL BE 4" CONDUIT, UTILITY ROOM WITHIN EACH BUILDING WHERE SERVICE PROVIDERS SHALL PROVIDE SERVICE TO (ELECTRIC, PHONE, CABLE, WATER, ETC.) — nsa 7 s P I «...III 4 ,r 53 t PAVILION VI (FUTURE PHASE) I I 1.39Y 0 NA TIOVA L L EGA L RESEARCH GROUP 0 El KAPPA SIGMA T.M. 60 -27 & 27B KAPPA SIGMA MEMORIAL FOUNDA TION D.B. 1153, P. 646 D.B. 415, P. 41 D.B. 373, P. 389 Pt 0 ZONING., CO LAND USE. COMMERCIAL PAVILION III GENERAL LOCATIONS OF UTILITY POINT OF ENTRY. OWNER/CONTRACTOR TO PROVIDE CONDUIT TIE IN THROUGH EXTERIOR WALL FOR SERVICE PROVIDERS - COORDINATE WITH EACH PROVIDER i I I I S --- F d• JM' Y„ 1 Fy j 'Jf� TELE, j t SPLICE (554.87'I PAVILION I (2) 6" PVC FOR ELECTRIC Al N �L 11t,-e te-,_ r� F 15' UNDERGROUND ELECTRIC EASEMENT; TYP. RN ...: •-� �%J 1u y..-a... � � �',� ...i".. ry 'ft:} aW-F-e,mgs'4f _ r �- QMN, ,qT ELEC T RIC I t r r $ e ` � =� s2 � ,1�-,tQ REFLECTING 'SPLICE D+ / 1 �!R r Sf .. POOL t � RMl T .r TE NA � P -, r. a rt ^'�/ 7, c a tom• � r Y t � lV TO [�'c��V f �. ...'.�� t- z, x''��.u, ��.,sr"-fir �� z��£�",,�-•�,ti ;'*�sy"`t..�..��." "-= .r.- J f%t� � ;.gin.'. 12' ACCESS ESMT, TO SWIM FACILITY q rl G77 N 15 9Il s ws�'j" Yf s D a ? 4 , GAZEBO Ji z, > A I'll FOR ELECTRIC \ \ I CONTRACTOR TO fr (2) 6" PAVILION IV ) INSTALL (2) 4" SERVICE FOR ELECPVCTRIC BUILDINGS; NDUIT 0 P. I LL (FUTURE PHASE) PLACE (4) 4" PVC CONDUIT $ I 1 TO FOLLOW TELE/CABLE r` ` �✓ % UTILITIES ROUTING; TYP. I I PAVILION II A } I ip I d (FUTURE PHASE) /r1611 _ f4 Syr r � l 1. SPRINT (TELEPHONE) 4. ADELPHIA (CABLE) 2211 HYDRAULIC ROAD 400 WESTFIELD ROAD P.O. BOX 6788 CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22906 MAIN NUMBER: (434) 951.3725 MAIN NUMBER: (434) 971,2439 LOCAL CONTACT: WES PARKER LOCAL CONTACT: ROBERT FRASIER 5 gFl (TRASH) 2. DOMINION VIRGINIA POWER (ELECTRIC) 1831 AVON STREET EXTENDED 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22901 MAIN NUMBER: (434) 295.4177 PHONE: (434) 972.6796 LOCAL CONTACT: JIM WYNNE LOCAL CONTACT: TROY GOODING 3. CITY OF CHARLOTTESVILLE (GAS) PUBLIC UTILITIES DIVISION/GAS 305 4th STREET, N,W, CHARLOTTESVILLE, VA 22903 PHONE: (434) 970.3811 LOCAL CONTACT: PHIL GARBER b CO THE CHESAPEAKE & OHIO RAIL WA Y COMPANY D. B. 09, P, 593 D.B. 169, P. 594 /PLAT) ZONING; N/A USE., RAILROAD A 11'51'25" R 1952.90' L 404.14 k r? yr CH 403, 42' 1" CB S 50002'18" E 3 -q h ALL UNDERGROUND UTILITIES TO BE INSTALLED OR PREP'D ` s IN PHASE 1. SEE SHEETS 9 &10 FOR DETAILS � L 7 �� ►t i t r r v DW DOMESTIC WATER t t�k ` v 20' SEWER W PUBLIC WATER L F — FIRE PROTECTION fl/ ati i EASEMENT; TYP. C GAS ' PUBLIC SEWER S PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 PVC AX `7 UNLESS OTHERWISE NOTED ON PLANS THIS SHEET TO BE USED 1-ILITY EASEMENT LAYOUT N Scale 1"=30' 0 30 60 120 a X k I A r9®/. McKee Carson and Feld 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 Feld 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 Feld Sport Concepts, Ltd. erg VJJ ed �1y���JJ Revisions: 1.10/17/03 CO. COMN ENTS Scale: H:1" = 30' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE Sheet No.: N®T r_-nD r-mi "-TPl10.' OPTIONAL FRONT rV_V_y1r1ry_y_,% PATIO WALL SHALL ALIGN WITH OPTIONAL BUILDING CPfffj11ER- BRICK BOTH SIDE WALL 31 Al 7, Lij U) K LJJ 29 OPTIONAL Lij Cf) A 75051'24" R=90.00'i L -1119.116' Lij . . ... ....... . . _j . . . . . . . . N 1669.52 E 1993.17 RP=,5.5' R=10' 30 R=200.00' L=67.48' LIGHT N 1735,33 E 1836.46 PARKING SPACE: 9' X 20' MIN.; TYP. (INSIDE OF CURVE) ,R=10* R=25' LIMITS OF TERRACE _yt, 4t- ON EACH BUILDING IR CORNER, TYP. 5 PIARK IN( Es. 31.98, 0) DIMENSIONS .. . . .. ...... . . 00" 2, jo no G) '5 P...ARKING,SPA K 0 RAILING t CONCRETE Al RETAINING A= 17, WALL B S-1 PAVING PATTERN TO BE SIMILAR TO G DETAIL: 30 30 E 32 KA PPA SIGMA T.M. 60 -27 & 278 KAPPA SIGMA MEMORIAL FOUNDA TION D.B. 1153, P. 646 D.B. 415, P'41 D.B. 373, P. 389 IPLA TJ ZONING., CO LAND USE., COMMERCIAL N 1496.63 E 17 51.7 8 f"D M G 3. 1, N19-49'45"E 823,40' (554.87Y 6" COBBLESTONE EDGING; MORTAR JOINTS; TYP. /- �B 3.23' BASEMENT GARAGE FLOOR EXTENDS PAST FIRST FLOOR EXTERIOR WALL BELOW GRADE 30.23' BASEMENT GARAGE FLOOR EXTENDS PAST FIRST FLOOR EXTERIOR B WALL BELOW GRADE Si Lti �j 4�. BRICKA RETAINING i V PAR*K -SP WALL A A ES ARK P IN SPACES S, t* -I ..i;111,.," !�,��.­,,"',.,.:' , , j. 5�11 5.f PARKING G j "­�_"3 3. �33'y'� A= 4.35* io 00-! 15 . . . . . . . . . . . . . \41 91. TYP. EACH "GARAGE DOORS EN .D M .:VERIFY, 7u 4s: -'TO'RQLL UP AND` To END GANAGE DQORS� 0" �:t 'TO -ROLL" UP-t AND.-. EA SEE A SEE AR HI BF, REMOTE. T 0 VERIFY- INTERIOR DIMENSIONS.- BE ;ED A cl,isiCTIVATED' ....... .. REMOTE -ACTIV , Al 7 QO '10.00' Q. 75' 10,00 105,0, E 03' `10' ,6 > 50, 10 001", TYP. A........ V 10 S .�CES G' t 5 PARKI 5'PAR:KIRG. SPACE S 6.PARKING !.SPAG E,�, 7 —41 J ..... .. . ...... V PAST EXTERIOR WALL BELOW E 1['BR ICK RETAIN ING ALL cois L 29.17' ' LIMITS OF TERRACE ON EACH BUILDING CORNER, TYP. BRICK RETAINING 31 WALL A -­ ___ r ji-I 30 '14 — ft STEPPING STONES A 23-14'59" PRC i f, 0 -1, _NLQh__] LAID ON PORTLAND 4 R=206.00' 17, CEMENT BASE IN LAWN AREA N 1562.84 L=83.60' 7_9 TYP, STONE 2' X 18"; SPACED E 1786.69 1' APART; CENTER STONE TO FUTURE BE 2' X 2'; ALL STONE TO BE ONE WAY SIGN BLUESTONE POOL—,, (OPTIONAL? PERGOLA TO BE IN GENERAL CONFORMANCE FUTURE FOUNTAIN WITH DESIGN OF POOL LOCATION PERGOLA. CONTRACTOR TO CONTACT LA PRIOR TO NOTE: INSTALLATION (OPTIONAL) PUMP AND OTHER MECHANICAL EQUIP. (PUMPS, FILTERS, CIRCUITRY) BEGIN PAVEMENT TO BE DETERMINED BY OWNER WIDENING TO 22' AND LANDSCAPE ARCHITECT IN SOIUTHERN BEGIN PAVEMENT �Xn/1' 4 WIDENING TO 18' IN NORTHERN DIRECTION R=20' PRC N 1639-84 E 1817.6 RP N 1615.12 E 1832.46 R=9' RP RP N 1635. N 1622.72 E 1845. E 1864.91 R=15' R=27.73' DIREU I lQN RP 29 OPTIONAL PT A 15001'45" N 1580.13 N 1625.78 R=144.00' PRC E 1865.53 (—FUTURE E 1872.75 L=37.80' N 1562.28 R=20* ONE WAY SIGN E 1882.0 S 87044'04" E 101.30' RP 7-) N 1580.13 E 1865.53 R=13' N 1628.-52 E 1882.02 O CO CONTRACTOR TO REFER TO RETAINING WALL SCHEDULE ON SHEET S1 FOR DETAILS. WALL TO BE ONLY CONCRETE- NO VENEER t I I THE CHESAPEAKE & OHIO RAIL WAY COMPANY Q) D. 3, 169, P. 593 D.B. 169, P.594 IPL A TJ ZONING, NA LAND USE, RAILROAD f -- —_ , _j / - \- —FUTURE Q SIDEWALK (FUTURE) ARROWS INDICATED ON ROADS ARE FOR DIRECTIONAL PC PURPOSES ONLY. NO PAINT MARKINGS REQUIRED. _j N 1783.93 < E 2031.39 NOTES: PAVILION VI Uj (FUTURE PHASE) PAVILION IV ALL STONE WORK FOR WALLS SHALL BE 100% EAGLE RIDGE IN THE DARKER SPECTRUM. FINAL MATERIAL TO BE DETERMINE BY PRODUCT SAMPLE PROVIDED BY CONTRACTOR AND APPROVED BY (FUTURE PHASE) W LANDSCAPE ARCHITECT. Cr (FUP FOR ALL CURVE DATA SEE SHEET 6. D A V/L /ON > MATCH EDGING ALL SIGNAGE ON SITE TO BE OUTSOURCED BY ARCHITECT, BETWEEN PAVILION TURE PNA I & III S E) ALL PATIO IMPROVEMENTS IN FRONT OF EXISTING MANOR HOUSE SHALL BE OPTIONAL, IF OWNER DECIDES ON IMPROVEMENTS CHANGES' SHALL BE MADE IN ACCORDANCE WITH PLANS X B CONTRACTOR TO REFER TO RETAINING WALL SCHEDULE ON �% / S, SHEET S1 FOR DETAILS. INSIDE (FUTURE BRICK OF WALL TO BE BRICK VENEER ONLY L 5 RETAINING WALL) WRAP BRICK OVER WALL AS NEEDED ::: L ON UPHILL WALLA if 7_7 A NA TIONA L L EGA L RESEAR(-,1-7 Vf-1 0 T.M. 60 -25 ROSSER ASSOCIA TES D. B, 1083, P. 50 D, B. 635, P.308 (PLIATJ ZONING.- CO LAND USE., COMMERCIAL LIMITZ> OF TERRACE Ij 115125 ON EACH BUILDING R 1952.90' r.nRNFR TYP_ L 404.14" lax RP THIS SHEET TO BE USED FOR LAYOUT PUOSES ONLY CH 4 03,42 C8 S 50002'18" E Scale 1"=20' 0 20 40 '191 E; McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHIT EGTS LAND PLANNERS 301 East High Street ChadoUesville, VA 22902 434-979-7522 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. 4�$NLTH op P;6N 0 ROBERT B. MCKEE NO. 7783 �101VAL V�6 -y P-L4 6to > PL, r ry-i PA-4 U �D (D Revisions: 1. 10/17/03 CO. COMMENTS C*RELIMINARY: NOT FOR CONSTRUCTIOIN Al Curve Data for Loop Road NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C1 66020'34" N 50005'59" W 35.0000 40.5265 38.3002 C2 57029'30" N 67°58'59" E 110.0000 110,3758 105.8033 C3 28'35'37" N 53°32'03" E 211.0000 105.3001 104.2108 C4 49011'55" S 87034'11" E 196,0000 168.3008 163.1777 C5 36049'18" S 81022'53" E 119.0000 76.4767 75.1674 C6 21026'10" S 88000'16" E 212.0000 79.3160 78.8542 C7 01058,51" S 83026'49" E 200.0000 6.9145 6.9141 C8 18°04*47" N 84010'14" E 200.0000 63.1103 62.8487 09 37055'35" N 84042'06" E 69,0000 45.6739 44.8446 C10 114014'19" S 08°13'69" E 69.0000 137.5749 115.8928 C11 55038'30" S 81059'23" W 69.0000 67,0079 64.4057 C12 10-57'34" S 78044'06" E 335.0000 64.0787 63.9811 C13 06044'52" S 88°00'10" E 335.0000 39.4527 39.4299 C14 05°54'55" N 84°21'48" E 335,0000 34.5861 34.5697 C16 02034'28" S 78049'52" W 336.0000 15,0627 16.0514 C16 12018'45" S 85032'41" W 150.0000 32.2339 32.1719 C17 23-59.09" S 77043'56" E 97.0000 40.6074 40,3115 C18 56*54*00" S 40045'26" E 97.0000 96.3301 92.4201 019 25°53'48" N 25°i5'19" W 30.0000 13.5595 13.4444 C20 67°52'00" N 82952'00" W 30.0000 35.5349 33.4937 021 22009'41" S 52007'09" W 196.0000 75.8111 75.3394 C22 74030'39" S 02°34'11" W 25.0000 32.5115 30.2685 C23 38'54'05" S 15014'06" E 211.0000 143.2599 140.5241 C24 35014'37" N. 13015'36" W 189.0000 116,2570 114.4328 C25 89039'05" N 75042'27" W 26.0000 39.1178 35.2476 C26 22°06'16" N 70031'08" E 136.0000 52.4679 52.1431 C27 07012'28" N 85°10'30" E 136.0000 17.1.088 17.0976 C28 87047'16" S 44053*06" W 35.0000 53.6266 48.5328 C29 09018'23" S 76041'00" E 44.0000 7.1468 7.1389 C30 144003'38" N 00000'00" W 3.0000 7.5430 5.7073 031 09018'23" N 76*41'00" E 44.0000 7.1468 7.1389 C32 07046'15" S 86006'53" W 123.0000 16.6820 16.6693 C33 91°31'31" ' S 4102V25" W 25,0000 39.9355 35.8228 C34 26043'43" S 79030'57" E 196.0000 91.4348 90.6079 C35 33038'26" S 82058'19" E 131,0000 76,9152 75.8152 C36 23002'19" S 88016'23" E 200.0000 80.4198 79.8791 C37 36°20'02" N 85°04'46" E 225.0000 142.6827 140.3040 C38 21-35'60" S 77042'40" W 51.0000 19.2240 19.1104 C39 163°56'03" S 03004'05" E 51.0000 145.9207 100,9992 C40 18°10'19" S 82025'04" E 51.0000 16.1753 16,1076 C41 28°58'29" N 87049'09" W 395.0000 1199.7538 1197.6320 C42 14°34'19" S 84058'46" W 138.0000 135.0976 36.0031 C43 83053'35" N 46°21'08" W 83.0000 121.5294 110.9605 VYYYY Y Y V' V Y Y Y Y General Layout Notes 0 1. E04 ARROWS INDICATED ON ROADS ARE FOR DIRECTIONAL PURPOSES ONLY. NO PAINT MARKINGS REQUIRED. 2. ALL COBBLESTONE EDGING SHALL TAPER AND BE FLUSH WITH PAVING AT ALL SIDEWALKS AND AS INDICTATED ON DRAWINGS OR OTHERWISE BY LANDSCAPE ARCHITECT IN THE FIELD, 3. ALL 6" COBBLESTONE EDGING SHALL HAVE MORTAR JOINTS . . . . . . . . . . . . . . . . . . . . . • . . . . . A A A A A A A A A A A A A A A A A A A A. A A\ A A A A A. J THIS SHEET TO BE USED ra LAYOUT PURPOSES i i. 200' X 200' , TURN AND TAPER I , , FRONTAGE ALONG ROUTE -T 250 TO REMAIN RURAL SECTION ; A 29 I ; RP N 1413.92 ' ' AlE 945.50 j R=605' ' SIDEWALK/PATHWAY I i TO BE CONTINUED EITHER BY ADJACENTJ PROPERTY OR BY ! pl I ALBEMARLE COUNTY +� y 1 , 1 r 1 , 1 , , , , RP / N 1413.92 / E 945.50 R=605' I �I PT N 1311.14 t E 1496.20 I KA PPA SIGMA T.M. 60 -27 & 27B KAPPA SIGMA MEMORIAL FOUNDA TION D.B. 1153, P. 646 D.B. 415, P. 41 O.B. 373, P. 389 1PLA T1 ZONING. CO LAND USE, COMMERCIAL N 19°4945" E 823.40' 30.00' TYP. f � I i 30' ACCESS ESM'T. P2.00' �( (FUTURE) r � r I 1' PRC N 1266.49 E 11601.96 II jr'j� fr II { I Ir,i�r RP A 7702(0'58" N 1282.75 R=200.00' E 1628.01 L=27(0.00' 1 R=90' v r, FUTURE EXPOSED CONC. !'E ; A AGGREGATE SIDEWALK I EXTENSION I( I LOOP ROAD SHALL HAVE COBBLESTONE EDGING I ON BOTH SIDES; TYP. ` 0 29 LIMITS OF 30' ACCESS ESM'T. A 38017'18" R=216.50' L=144.68' 6" COBBLESTONE. - F EDGING, TYP. H 29 A EITHER BY ADJACENT } PROPERTY OR BY ALBEMARLE COUNTY EDGING; TYP. H 29 PROPOSED 4' WALK; TYP. H 29 RP N 1359.79 E 1673.32 R_55' EASEMENT END ASPHALT SECTION D/29 AT LIMITS OF 30' ACCESS RP N 1453.11 E 1555.89 R=95' N 1443.73 E 1686.30 =1/0 v FUTURE STON CID RETAINING w WALL. co l INTX C N 13 81.5 7 29 + E 1694.63 EASEMENT PARKING SPACE:' N 12701.56 9' X 20' MIN. E 1729�.23 (INSIDE OF CURVE); TYP+ RP N 1278.45 E 1751.13 COBBLESTONE EDGING R=24' TO CONTINUE BEHIND R PROPOSED PARALLEL N 1272.71 PARKING SPACES; TYP. 0 E 1750.9 0 N 1269.00 R=25' E 1770.22 Q RP N 1480.50 E 1636.34 R=61.29' N 1429.18 E 1669.29 LIGHT LO N 1397.17 E 1718.78 LLi R=25' YIELD SIGN Ll.vl PT N 1375.54 E 1739.33 B STONE I I 32 RETAINING WALL N 1258.43 E 1772.10 N 1343.17 COBBLESTONE. E 1809.27 ` EDGING, TYP. T.M. 60-27A PARCEL B WHITE GABLES I LAND TRUST 0 D.B. 1896, P. 237 ` ZONING.• CO 29 LAND USE. RESIDENTIAL � 5� _ •4 �v n N 1309.41 E 1898,41 Al FUTURE I l STONE RETAINING I WALL I 1 RP 'i 32 PAVILION I N 1365.39 =i; I(IFU-TURE PRASE) R=67' 4' EXPOSED CONCRETE AGGREGATE I . K TYP. SIDEWALK, 0 ' A Al 1I!A I { 30 _ PT N 1228.29 E 1888.64 N 1302.18 I E 1894.69 N 1309.41 I E 1898.41 I Scale 1"=20' 0 20 40 80 , / y HE; McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeeGarson.com McKee Carson and Feld 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 Feld 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. ��$bLTH Op b7 UROBERT B. MCKEE y NO. 7783 Aar V�10NAL �O�1 I ' Revisions: 1.10/17/03 CO. COMMENTS Scale: H:1" = 20' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE MELIMINARY: NOT FOR w . r .' KA PPA SIGMA TM 60 -27 & 278 KAPPA SIGMA MEA40RIAL FOUNDA TION D.B. 1153, P, 646 NOTE: D.B. 415 P,41 TIE ROOF DRAINS ONLY D.B. 373, P. 389 (PLA 0 INTO DRAINAGE SYSTEM I zU1V11VC;f. C'u j FOR STORM WATER LAND USE: COMMERCIAL MANAGEMENT FACILITY (554.87Y N1904945"E 823.40 620 2:1 6?0 V 0 613.9 + 610.14 N lig X! EX. �611.15 61 610.5 RED OAK 14.5 61 - ------- 61 Q) +�17.25 614.35 j. T 618.3 i6 3 18�,32 620 _+618 616-504 12. 0 YARD 613.5...: i.if 4 Oil 5 4 1,618.2 DRAIN T W 59 1?1BW 594;1 TW 14 01 0 BW,-609 BW 608 ­5 ...... .... �_­, a 'PAVILION V 2 1� .0 RE P-HA PAVILION (FUTU SE) I H FFE: i3117.." j N PAVILIO111 BASE 6106 J ? FFE-.- 618 Al '....BAtE: 607 All ONLY JACK & BORING ACTIVITY WILL BE ALLOWED. NO TRENCHING.,. NOTE: BASEMENT FLOOR DRAINS & OR OPEN -CUT ACTIVITIES. CONSULT 10.401 ...,TREE i io. NOTE: f SEPERATE IFROM ROOF T FLOORDRAINS & MINIMUM DEPTHS TO OCCUR vl BASEMEN TRENCH DRAIN -TO REMAIN 'SYSTEM WITHIN THIS AREA; VALVE ARBORIST TO DETERMINE TRENCH DR�AIN TO REMAIN DRAINAGE AREAS EXCLUDEb;,-..TYP. SEPERATE FROM ROOF DRAINAGE SYSTEM + 17TW 60511" J. B W 5 9 TW 616 0 B W ........ .... B W 612.5 614.25 Y BW J 614.226 4 1 4 7 612.5 .. . ... . . _j, all[ a A j 611.99, 610 --7j 614 1605 77, i 7i i,'JU 4 EX. POPLAR 1616 1,TW A 6 6.82 `X 0 612 1301 613 1,�? 3 _>­� 611.8 W"y B W 614 . . . .. ..... 6Q5 82 7 7� . ........ > W 6169 era, T B 5951 SY W BW 597 'A MORF 610.59F ........... 1510 ........... ....... .. .. . .... . . ....... EX. 610 i �5, + 6 . ...... 0 MAPLE ............ CID y . .... ..... 0 �13 E SYCAM CEDA INSTALLED BETWEEN . . .... IST AND 2ND BIO-QUALITY SWALE T ORE EX BW 606.5 W 608 T Uj PLANTING ROWS P BW 606.5 (IF POSSIBLE) 0 0 L Uj 04,603.5 BOTT 0 7 STORMWATER MANAGE TW 607 6 0 6.8 NT FACILITY BW 604.5 '(TYP.) LLJ < /3:1 EX, ... .. ...... A �'H WE 606.6 EX. Lij Z, SPR UCE -1u. //,607 (0 . . ....... 610.50 606.85 A 610.82 TW 608 EX. r2: BW 607 GA GA W ii�� . . .... ... 6W MA PL E EX, B,VV ..608 FF 610.81 CEDAR + I . .. ....... W 605.7 B, .. . .... .. f 3:1 .. . ... .... MAPLE -F THE CHESAPEAKE OHIO . ... .. ... RAIL WAY COMPAN Y ---- ---- - ------ D.B. 169, P. 593 D. 8, 169, P. 59 4 IPL A 0 ZONING., NA LAND USE, RAILROAD r L _J (A5-2 ALL UNDERGROUND UTILITIES e TO BE INSTALLED OR PREP'D IN PHASE 1. SEE SHEETS 9 &10 FOR DETAILS PAVILION VI (FUTURE. PHASE) PAVILION IV DW- DOMESTIC WATER (FUTURE PHASE) 11*5 W - PUBLIC WATER �'25 R 1952.90 F - FIRE PROTECTION L 404.14' G GAS CH 403.42' _ C6 S 50'02'f8 E PA V PRIVATE SEWER LATERAL Y/ UON' FU TU RE p ALL CONDUIT TO BE SCHEDULE 40 PVC SS OTHERWISE NOTED ON PLANS UNLESS OTHERWISE NOTED ON PLANS r HASE) f r CONTRACTOR TO CONTRACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES r EX, 114APLE DOMINION VIRGINIA POWER TRANSFORMER C Y H 0 SPRINT TELEPHONE PEDESTIAL EX� MA GNOL EX, CEDAR . . .... 0 THIS SHEET TO BE USED FOR L PHASE 1 GRADING PURPOSES ONLY S23'04'55"W 672,06' 0067) .. ... ..... TM 60 -25' ROSSER A SSOCMA TES /n A D. 1083 P 650 ...... 06k Scale 1"=20' /M "UN11L L: U /I L D.B. 635, P.308 PLAT) . .... a__ ZONING, CO RESEAR(l.'I' r' 7' GRO%1.111P LAND USE.- COMMERCIAL A A A ATCHLINE: c- Contour Interval=2' 0 20 40 80 r'%Mr-I 21kfi2&1Ar'%%f_ &I , / 9 I.E; MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H�h Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. 1 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 Spon 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 LC neepts, Ltd. _2 bl4l' -�jJTH o,,,, '01;k.. ro 0 P, N ROBERT B. MCKEE NO. 7783 A� Revisioms: 1. 10/17)/03 CO. CONMENTS - � ­ � 06 , urA EXIS T. STONE BLOG. ti;�y F j x k' , 2� �Tc r t fu. 7. k Y it Far 3' 3� EX DW DOMESTIC WATER W PUBLIC WATER F FIRE PROTECTION : GAS ; S PUBLIC SEWER S PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 CONTRACTOR TO CONTRACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGINIA POWER TRANSFORMER 0 SPRINT TELEPHONE PEDESTIAL Up1 it '/9 IE� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Chadoiiesville, VA 22902 434-979-7592 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. pjTH op �ROBERT B. MCKEE� NO. 7783 s`yI%DNA], V��� Revisions: 1.10/17/03 CO. COMMENTS Contour interval=2' PRELIMINARY: NOT FOR CONSTRUCTIU,," / � / / . . . i � f " .;�, .. '77---- + 11 � - . . ..... . .. ...1. ..., .J .. . i 6 1.8 619 ___-�__ ,�, :_,�, �__, �., .., .,. �11i` _;�_, � : I il I I ; 1 : I... � I / ..� '. �11., : 11 i J, 1* t, . i .� . . I - , I r. W,�'*,.�---�...,.-`,.�,.�� ,�,',' '..�.-.!!."�-",.,f,,-..,*..'�**,r',:-�* , . , I., .1 t : F OWINER/CONTRACTOR TO I � i I � - - � El I S �: %.,'. � , .. / / - .. I � � . i 11. ;`: . I ZZ) . ; . F , k�:­..`,:���.._'��,',, . � ' I / . :.f_t I . — I I. .. � &,.. -..----­-­-­ ''', - - — — . � I .1 ; ; .. .�' ". I ; .. ; . I . . I i .1 I I .;.." � t��,,.;.,� "I J A ., � _'_­ g T,* - t 4 ,% ��J .a __­­ - - " 1�,E�� - PHASE A \ - .. . 4? I. .; mi7_ IIIIIIIIIIIIIII _\ �li IF RMER / L 1ASE N , le, 7 �1"4`11 14 .-.: ,.,*-.'-' .".r., `.-�-_-..-_..,.,-,-`, ,�� -,-.f�-*_'.".� ­11- ., -f � . ". 11 , . -N7......_z.v,_ "`�1�611`1 . .1.1. I BEN .. Syj��,qMORE I ! 111- - - .,� / / 11. " . . I � z M .�. . � El — �'-��"'il"'-N4 - I . I .`.� - ... 1. I I Z_ i ... � /_� e4l / .// : . ` \ \ (D LJ_J U) LIJ co '' :`11 = ,A:::::,-.��-, "" �� �� �� '� �� �E ���o�'�.s� � \/ �11.1 /r '� � ~~ -``` CO". . I . b. is '/ �o ' ` / cx. \ '� '�-"�`� < / / � � ' \ �� 8&4/�/� \ ./ � / �� ^ / .�, / / // � / U7 ­... .1 , ` " , "' , . I 1, il.._ Q� ... . / � r . - _0 � -- I --- -- - \ �'v .", -,:..,.-..,.,.�:!, ­.. . � I /-",-,. . .., r" IV '.... a - ­­� . .. U E I-.-- i 6 _T__�/, _ - '7�, f - - Q , � '. �06 - . �- ­L1 � .- _.; I I ,-�, .. / : _�� I BEND ---a I- 2" G.V. ­.- , ... , .", �� \1 —,,, 7_ __`_ I I t -,.,_ "', D" - - 1: ­­_ *_;;�11 ,_11.111 0, �,_L BLE I I - n_ I // , . __�, ;, GM'\,� .. ...� J I .� __ �_ '.1 f- -� __ __ , I ­_ k - / . �.. 1. . , I I I U , I'll _�, / ) ., - /1" .1 ,.I:. � 11 / I I,, .., J . . " 1. Al 11 . J ... ; . , , , � , I : ... � ... � � I .. . M "I . - , � I, , . - : 1. . �. 3 1 -- .. .- "'� \ +/ I . I I / 11" "', 2', � I I/ I . L—Jil I.. � 1, .. .1 � I . I 6o'D ___- .1:1 , ` I . ,� / . ^~ �/-,/ | / i '' /''- / �/ '' �� / i/���� ��' ^ '// , ' � / ' "^ - �8^/� <�- k/ / ' / , / ' ^+� /-���� ��[�� � L�^^ ~~ ` `` ~~ ` `r/ | � i / .' / ( ~'r���L�/ / TVV 605 ' � ' � -/��/ �' | | / ` '~ � `� o09 ^ / BVV �0�5 -� /~ r-~�--��� � | / , ' ~~~~------- �� -''"�� 038 BVV 5O7 ~�� ' / � _J �°`°�p � | / / TVV �O8�. c��-_ -_�/TVV 00O � / '/ ,-' /±��� ^/ �' � ��—������� | � B� 80�S[- �����-�/ B� 5� � ' ' � � �� � ^.� '-^��� ,-// ` . � '� / / TVV �0G u� / . / / / _---�-~-� \ ,'' ,x/' �� -`�^*�x �`,,`,,,,`,,``'' ` ~ � /1\ � � �-�_� � ' DOk�EST|O YVATER -----QV----- PUBLIC VV8TER -----F----- FIRE PR(]TECT|ON �__—_G---- GAS , � ___--_S_--___. PRIVATE SEVVERLATERAL ` ' ALL CONDUIT T0 8E ULE 4O PV� , � � � UNLESG OTHERVViSE N0TED ON PLANS � � ' ALL FIRE L�E L BE 4^ AND DOK1EST|O ` VVATER LINES 8HAL BE 2" UNLESS OTHERVV|SE NOTED ON PL�N8 UNDERGROUND TELEPHONE & ELE(}TR|{| TO 8E/N8Ak�ETRENCH; TYP. ALL D E LINES AND FIRE GERV( PAV|L0NS SHALL 8E THE FOLL : ' 1- 4^ (�\� (qRE) � , 1' 2^ 6iV. (}OK4 VVATER) � FOR UTILITY NOTES AND 0{}NDU|T LO�ATK]NS� � ` SEE SHEET 4. � CONDUIT ---��—'-� ' SEWER C LANDSCAPE '` eh EASEMENT, TYP. ARCHITECT/ENGINEER FOR CONDUIT . ��. \ 0'1—, _J/ 7, �� M|N0N V|RG|N/A POWER TRANSFORMER , L_J -� U. �, o SPRINT TELEPHONE PEDEST|AL F .! v 11 .. � .1 -� �., ., .. ­., e;­,­/-, ` 7 . � "' � I . . _ ., - .. .. 'v . . ,.'�' ­­­ �, ;,..--1­, , _-- . I 1__. I - ...1. , - , ­::­:,, '; , I.. . nn�t7!f1�1 , . , � 7 .1 ­ . - . .'�_ ._ ­... ", I �.�. . ...._'..­. ... ­1 ­.. 1. _�� 0 ____ I.-eal-­ '' .1 �. �,,,, / ..'... 11 - F I .. .. � . .1 .1, .11 � I I-_ 091 I . . /�~ ' ���'��/��-�^'^^/�� ��' � ---..°�^^�^'���'.^�/��' � `^-`~+'^�^^'`/-`'�^�'^�.�^`~'`�^^°�^ � ^ � �I� - ^~ V+ V Contour htmrval=2' �� N� CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H�h Street 434-979-7622 McKee Canon and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these d(awings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, ILtd. 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 IH er,0�11 J t,:e""N HOMERT B. M0KEE' N[i 7783 Jr lzlv�YOIVAL A�� "r V) . � lo� 10_� -4 r V­k 0 ;5 In P-4 9 - g. Reviskms: Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE �������������������������������������������������=��������������������������������������������������������������������������������������������������� EXIS T 3 0' Et EC TRIC EA SEMEN T 20' SAN. SEWER EASEMENT MATCHLINE: SEE SHEET 9 Qj EXIS T. STONE BLDG . . . . . . . . . . .. ... J 7 . . . . . . . . . . . . N� EXIS T. 25% & OPES, T YP. J, 0" -0 EX -LDW- DOMESTIC WATER W - PUBLIC WATER IF - FIRE PROTECTION _G_ GAS S PUBLIC SEWER _S_ PRIVATE SEWER LATERAL ALL CONDUIT TO BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED ON PLANS CONTRACTOR TO CONTRACT LANDSCAPE ARCHITECT/ENGINEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGI NIA POWER TRANSFORMER o SPRINT TELEPHONE PEDESTIAL DEVELOPER TO TAP EXISTING 12" LINE AND PROVIDE SERVICE FROM THIS LOCATION 12" TAPPING SLEEVE AND VALVE PROPOSED INTERSECTION MAY REQUIRE SIGNALIZATION AT BUILD -OUT, TO BE DETERMINED BY VDOT. SEE TRAFFIC STUDY BY WILBUR SMITH & ASSOCIATES FOR DETAILS G APPROX, L OCA TION OF f2 WA TERL INE J, N� r _1b wqb; N3 (J) Q) 0 ji . .. . ...... SERVE LEGAL RESEARCH Scale 1"=20' McKFEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com I 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. /7,10 , pL,r H op ROBERT B. MCKEE NO. 7783 P-4o > 0 6­4 Revisions: 1. 10/17/03 CO. COMMENTS Scale: H: 1" = 20' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE Contour Interval=2' -4 PRELIMINARY: NOT FOR CONSTRUCTION 59 590 585 580 575 570 565 560 555 0+00 615 610 605 600 595 590 585 580 Q 0 SAN 1+00 +00 j+UU 4+UU 6+00 1+0U ITARY SEWER A PROFILE (PRIVATE) A r 1 610 05 00 595 590 565 580 +UU 5 585 590 7 570 5 56 55 O+U STRUCTURE ID STRUCTURE TYPE NORTH EAST TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION X EX 1526.89 2328.37 570.34 564.96 564.76 246.00 LF 8 in PVC n 4.39% A-1 MH 1713.38 2161.87 581.76 575.95 575.75 166.00 LF 8 in PVC rd 6.36% A-2 MH 1822.91 2031.86 691.75 686.70 586.50 91.00 LF 8 in PVC rd 5.73% A-3 MH 1750.26 1970.65 600.70 592.11 691.91 118,00 LF 8 in D.I.P. rd 0.60% A-4 MH 1641.22 1915.92 604.75 597.52 592.82 102.00 LF 8 in D.I.P. fa 1.50% A-5 MH 1685.23 1768.34 1 610.10 599.22 599.05 AA MINIMUM OF 3' COVER MUST BE MAINTAINED ON ALL WATER AND SEWER UTILITIES. McKee Carson and Feld 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 Feld Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: 1.10/17/03 CO. COMMENTS Sale: H:1" = 20'; V:1" = 5' Date: 4/28/03 Project No.: 0219 Designed: SWE Checked: SWE ikRELIMINARY: NOT FOR CONSTRUCTIOil w qkq j i ; i j 1 i i i s a i i r € i i i i s s a D.I.P. A 4 I n 6 DI GL SSw52 ' - �.T.��.�.�w,610 _..� 12 MIN. T R �N iYP. , s W� � Ua6051 UJI i s i �- i t ii r { t { 7 _ E _ i i I 12 + ? { I i i i � d I s E i i 3 i r !s I i t t 9 i y3 i : _ ..•>a.._,..,. ,..re.,...... ,y, w :. n>aa.•..w ,w.. .,..�. ..,. ....-,.�o+:w. .aa:,.<,,,.... ,.e. ..,r w....,-wr«.... M».,. ...,-. N.....,.«,a ....., ,., <,µ.......�-->�.,.F.:-..,»:.o- 600 a .. ...- .. .:,,,...,. .,, .. �,.,.....,. ,,:.,�.,,..r..,.,.....<., ..:.:.,::,•,.:..::+..o.....>.,.<a.w.,-,"...e:.,.:..,...-.-,.,,,..........�..,�,.:,...,,w�+v.,«:. ..w..m.w,....�..,,:.,«,-.i.,,,.«...,..,..w,•,,......,..,,.,...z,, ,,,,,,,, ,,,a.».. ,.w.,.....:.,.-,. »,....,.,,.....�.. .....,-> ,,...-.,w..� ..-, 7 .,.�.,-.-.r y,. ,,::.y- Cn . } 4 i + k 4 + F t f I E 8 , i + b i i 3 f f + t 3 I t t - e 595 1 8" D.I,P. CLASS 52 i i j ! + 5 I WATERLINE, TYP. EXISTING 1 GROUND 3 i + i i n i 5 GROUND E G 0 9 0 � � _ .�.:,}PROP�OSD : I , $ ( 3 + b I t I i G i ! 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(� 0+00 1+00 +00 3+00 4+005+OC WATERLINE A PROFILE 630 625 620 61 5 610 605 600 595 $.,, �„www>M...~.,,....:<_w.,�.,m.4, .we.:..,�.�.._w,�.,n...,, ."' ,,.,rr._,_._w,.�, � �.•_,,,._w..,>a...., .._..>�. t �__,.�,.n_u>._........,r um#_ -� ? i x ` 4 ' _.,�.«,,...�,�.a.:..,..,........._�._..,,..�,,..,.�_.�,_....,,a._F.,�......,..� :._M.�.,..-...�.F,o�..a.::...,.>w.-.�,...,t�.,.. �.�-�u..,,.,,,.�,....�...... �.o,�...,�a.a�...v,w.w...�. v s �W i 5 LLJ ? I f 4 t f i s , W i � { EXISTING GROUND PROPOSED;GROUND i t t rr s 4" D.I.P,? CLASS 53 WATERLINE, TYP. ui i t I I f , : zzgg I i I I� W' _ s j 0 d I d W `t I 320 3`15 310 �05 590 ' W 'r J1 1590 5+00 6+0 WATERLINE A PROFILE Me] 620 615 610 605 M .4 a�-t-w�„�.�,,.,.,�.._�.�,w,,.,�..��,,,.,,.»w>t-».�n.._,�„_..,,•..,.,�,,.�_.�."-..,��...�,.r>..�,�,:.w„w,x_..,<,.-�_,,..w.,,m..�.�:aM_�,�,.�,.,...,, .�-_,-.�,T.�r....�.�.w��,x �.�,.,,,,H.x:.�.....�-,..,,_! .,,n<,w,.�a.�..H_..._,r._a. ,,.,.wa�,.�.s._z.,....,�,., .�,.�< :.,,_. �;....,>.�,�..:�.zr t ; 16310 I I g } t i S i-1625 7 i t k i i*„<._,�,,..� ., �„ -.-.,,:,,.:.�,_w.,r...,,..,.,.a.!,M.-.,,x.2�_.:..�...,.:.,✓:....�,:yw..z..,"..w,:�..w.,.,�:.��N:�,. s,�,.,�.,,>..a�.....�,_...w,., „.,�r,.,,.,.....�......,.,,-..;,..,.�..,,:...:..�,»�,...�_...,....,n:..,>:,�,,.,_M,,,,..u.,.��„�_.,.,,.<,�..,�,.T>,,..:............... #,u•,_,.M.,..,.�::..:-��. .�,..._.e.� � ..,�,.,..�..:.,.,.�..<� .,, .0 .,,.,....,,,,,.�.,...,.<.,.. �-. 1 i I i I 210 �,��,� �,�.r�._���. ' ..�;,� ,w.4...e.: �u�,�,,_a_�w��..�.���.�...�.,_.._»,�LLw�..y..:Fw,�.w .�w„�..w•�....>..,w.�.��Y.�,: ww�a��., . =f.�..� u,�,>��.��w..� __,�,.a�.,.�.,.�n. , e ; t + r 615 r EXISTING GROUND ! t l I PROPOSEDIGROUND 10 i S .,,.,,..,...y..,..:,,.,.,.,-W..:. :.:.............:.>,r:,.«�,...,:,,...,:..:,.,....-_...,.:...,..»..,,...,,...,...�,�:<..:..a�,�-<«w.y....+aaw,:....uw.�:�."( + i I E ) z i �.,�_,,., 5" 1a,,1 Ph GL�a�� �� .�.tizm..,.�. .�.�.e•.��»,....,..�,�... �m...%n_..<,.,..,,,�.,w.._„ ' , I r r 605 WATERLINE, „a..k I ATERLINE, `GYP.j a 600 UJ f j > i ` E r ,..>s.v..a.,..,. ,..: .�..o. ,.....,w.i,..�„.. «.w„�...r..,.<...�<�.�...».•.,.,.......y<u.,<-....:,z..,..w:.,,,,»�.,.,.,,....,�.,...�.,.-,,.a. ,....W��,aM...........,. .. { i , , I s .,.•3<. � ` 159 .,:..�:•...,,. �,,,..„,�.,.„,,.,,,__-....�.,,... .,,�•.,,»,,..:.,,,...„.,,.:,,.�.o,,...,,�,wa,..,.,w....>:,.„�,�....,,.,,.>.:,.,=,w:,n,..H,,.a.,.,,,...w�.,�,.,:,.-,....,<-W .w,,,..r:,.<, ,-.�: <, wW,.�...a.,<ww:.:...:,...,,.w,,.,.<.k_,,..-..,xe��w:..,._,..,,�-,,.w�>.,,.p...:,m. h._.., ,. .., »,s., i.. .._.-.,,.w.,,,«,...,_,,..« ,,,� ..,, ,.g W- Z z i z LLJ J X I W iW X Z � 4 s Q{ N N a Q-590 1 0+00 WATERLINE B PROFILE 10 60 0 5 9 0 5 0 575 7 Al A MINIMUM OF 3' COVER MUST BE MAINTAINED ON ALL UTILITIES. '/91C McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other rights i these drawings. � property 9i n All ideas, designs, sections, details, and plans are the property of McKee Carson and Feld 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 an third without g y party hou first obtaining the egress permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions, 1.10/17/03 CO. COlVNTNTS Scale: H:1" = 20'; V:1" = 5' Date: 4/28/03 Project No.: 0219 Designed: SWE Checked: SWE my, 65 0 4 6 0 630 2 6 0 1 60 600 590 9 580 8 70 A-1 A-2 A-3 A-4 A-5 -.�.,.�,:a........,.,.�,�-_:.,_>..,7-.�.._....,......-��,.....h.:w.�.«.......-v�„w,�._.�,:W.........w,._,=.�,...>,.>,:_„ao..>,...._,..,.�m .,..,�,,,.......,...w.,,..., �, . ..._..>�,. ,_..,.,,._..�.....w.,..... .�>.y.....>r.>e..,,.,. 4...,�.....,...._,..,u...�......,,-,_.,...,:.>w.,_,,..,.,,......,-�. .x..,.. �'^�' N pI 00 M r p r ; Ntt,, O t ...,„ ..........�,-��.... .,. } M J , SJ CIO E O z O i ter' M CO iT j .4 L ' } ` (3% I 0> CID t o i Q 0° o to a } W d i rl� I # Q Oc� } I i } t ; �,<,.�.�,,.��-.�..,�„M.......,,�»�.>,.�,..,..., ....,�..n...H-w..._.�.-:K, ,«...�..w.>,.�w.d>:a...,mN.,,�.n._.s�.•.e..�.w.�.,.....��....,....F...w.,�,.w.».�._.,.,��.,.._..�..,.,.�<_..e:a.,..,,,.,,<.�,�,...�:�..,�...�.�.a.�;,.w��..,....�.,..,,.,,�>....�....Y��.,-�.�,._�.,�,:,>:.��..,,.w.a>.,.�.a,.,.. �.....w.,,,�..u.-..,.....,v__.,:..,..,...�.,,.�_...,.».w..,>.,.�,....-...>.._.a..,,.."...,�.�.,.....�.._.:.,.�...«»S¢w..w % I ! PROPOSED: GRADE, FINAL; f l PROPOSED; GRADE, PHASL 1 r I ; l e I � I t ! `• i EXISTING GRADE{ 0I° } f e Y s \AID @ 12 3 OUTFALL FORj f 4 A-1 IS EXIST. 90V, } 18" CMP. i : 12I " !MIN. : i ' � ... ,....,....�...M...7..w.. v.,_ ,. i 9.66LF OF 8" ; s HDPE fd 2,70% ; 24.30LF OF 18" ! j HDPE @ � 1.60% 30,88LF' OF 18"- HDPE ra 2,88% Q } I O L<,..( 7!-z,.».k.....,..,.�.............,....,,�:.� (...�'. ,.,.,.,,.,.„.�.-.:..w i .M.,.....,..,,. ».,......_. �..�.?. .,a.._..,�,.....,x ...�� >„»....�..a•.:..Nu.<,r.:.v., .....,. .,ti...,:,..,ti....»,.,:>z,«-.,.,,,,-..}....>,,,,.,..s....«..:,.,.,...,.Y..,, ....�,.,s>.. >v.,.,.. ,-,.-.�.,, . �,. CO Q r .- z `Y g LO r r i co I a0 � ; 1 U�'3 i § LO0) i O ; LO _ j Z00 w do 3 00 I LOI t'- Lo i f-- LO � U ) J l- Lo O io Z i O Z-j W C�iiZ i O J Q J1> z i £ 4 z z z z z z - Z Z `t a W a 011 0! 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Q > >> i > > > > P i 333' z zz z z z L - I l 0+00 STORM SEWER B PROFILE B-1 C-1 C-2;I STORM SEWER STRUCTURE SCHEDULE o .��..o.�c��.�:...,o.....Q> �$ � STRUCTURE STRUCTURE INVERT INVERT LO f � (D TYPE NORTH EAST TOP ELEV IN OUT PIPE DESCRIPTION ( oo ao CO � A-1 DI-7 1107.59 1780.77 581.35 579.10 579.00 o L° m o a f i o a 24.30 LF 18" HDPE fd 1.60% CL M ; � Of"; � O 8 A-2 MH1 1131.67 1784.03 583.50 579.59 679.49 Y � � o p t � 6 5 ® 30.88 LF 18" HDPE 02.88% A-3 DI-36 1144.55 1755.96 585.23 580.58 580.48 39.66 LF 18" HDPE fd 2.70% A-4 DI-36 1161100 1719.88 585.66 581.75 581.65 i 104.90 LF 15" HDPE d 7.22% 1 } I A-5 DI-313 1263.95 1699.76 596.32 -- 589.32 4 40 A-3 DI-36 1144.55 1755,96 585.23 580.58 580.48 } 53.06 LF 15" HDPE fa 7,29% B-1 DI-313 1197.57 1758.01 588.45 584.55 584.45 l 74.64 LF 15" HDPE tip 8.13% e B-2 DI-3B 1266.20 1728.67 594.62 -- 590.62 } I 1630 i I B-1 DI-36 1197.57 1758.01 588.45 584.56 584.45 35.72 LF 15" HDPE toy 6.24% C-1 DI-3B 1227.87 1776.92 590.78 586.88 586.78 i t 54.88 LF 15" HDPE fogy 6.94% I EXISTING GRADE } � C-2 Di-3A 1229.61 1831.78 594,69 590.69 PROPOSED; GRADE 6 2 ® NOTE: ALL INLETS TO HAVE INLET SHAPING 1610 AA MINIMUM OF 3' COVER MUST BE MAINTAINED ON ALL UTILITIES. t t 6 y 1 1 i R iii lA3{ t � t i 35.MF OF 15" j HDPF r0 6.24% a 590 N r f s : 1 � 5801 m� i 5 w 80 3 00 ifi to tf7 d ; c0 to cq (D 00 00 t co Z) 5 I p zZ i O Z i -, O a 570zzz zz, > z r5 70 0+00 1+00 STORM SEWER C PROFILE i 540 630 20 1 0 0 0 57 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections details, n plans data and a s are the 9 P 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 an to assigned g y third party without first obtaining the egress permission and consent of either McKee Carson or Field Sport Concepts, Ltd. (RO AI,TH ,AT B. MCKEEJ 03 i U i Revisions: 1.10/17/03 CO. COMMENTS Scale: H:1" = 20'; V:1" = 5' Date: 04 2 0 / 8/ 3 Project No.: 0219 Designed: SWE Checked: SWE y� r. r " NOT , FOR CONSTRUCTION :: YI { t 3 II 1( id. ,I ? GOL DEN- /N { j TREE r a f r f1 { if jjj { _D# 121" DOUBLE. t r= CEDAR Ir MAPLE12 1 I; r' x' PINE AGNOLJA I t 8TP { a ! 14 " sF 4 ; PINE C.-2. Jr- 1 '.� is 8 t if V i j i i ASH JU )I PINE I 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. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, WALL INSTALLATION PROCESS. 3. DRIP LINE WILL EXTEND PAST FACE OF WALL. 4. PRIOR TO WALL INSTALLATION TRENCHING SHALL OCCUR. ANY ROOTS PENETRATING BEYOND THE WALL LOCATION AND/OR DAMAGED IN THIS PREVIOUS PROCESS SHALL BE TRIMMED WITH CHAINSAW. CONTRACTOR SHALL NOT USE BACKHOE. 5. SEE SHEETS 4 & 6 FOR WALL HEIGHT. 6. NO CONSTRUCTION ACTIVITY OR MATERIAL STORAGE SHALL OCCUR WITHIN THE EXISTING DRIPLINE. THE MINIMUM EXCAVATION FOR WALL CONSTRUCTION SHALL BE 5.5 FROM TREE CENTER'. STONE RETAINING — WALL (DRY LAID OPTIONAL) (BY OTHER° DRAIN TILE TREE WALL DETAIL 0 Al ONLY JACK & BORING ACTIVITY WILL BE ALLOWED, NO TRENCHING OR OPEN -CUT ACTIVITIES. CONSULT TREE ARBORIST TO DETERMINE, MINIMUM DEPTHS TO OCCUR) WITHIN THIS AREA; TYP. a 21 " SPRUCES A *' 24„ 1 s��.,'�,MA GNOL 1A 7 r TP 36" 1 f " c�~ SPRUCE l I ¢ EXISTING MAGNOLIA (TO BE SAVED) 18" MAGNC)LIA LIMIT FEN( DETI PRO 14" SPRUCE 0 g¢#g �g it a x TP i} Scale 1"-30' 0 30 60 110 11 00 ) 4 OAK 0 } 17 +5U, .� x PAVILION V TP K��-t (FUTURE PHASE) TP 30" �• 9 '�„�.. POPLAR ; it r#) r,a 3 g 42"T ,)I¢I�;i i Skr POPLAR 4 ry � i't �C 1 ,a y • �I SYCAMORE, _--vyJI= (OP 0 tt',,, 48" 0 `mil `r 48" ` MAPLE s SYCAMORE - 30 w. E CEDAR MAPLES r '� 'F r ��.Ct �'� t—• }�} f 2 +,fit-L f L \ }ct' -' : SPRU `ZW Ip> > 27 24' , i d �_... 9 MAPLE w m. s c r t r� £ ac r� Sa .. ... .. .. .. .. . ......::. . :. ... , .... .. _ ._ ... � �«��a ;✓ d I �� .•.. >:::::: �_. ,_.: �;. MAPLE ,f ��,.,..,.� Vim_ 3� >._ � �,�•.�' �'-/ �3 C ASH '� /r s r i .. �a i 1 vlI �y.P _ •vFSg�g,.,, r5-..v,..,..,K,3,;c`g'�' 9t:.�,'°t''.v: .w.m� t.�-.� '.w�,'w'..`",...'t \ �`^^. 1 {'�^^gy «.-a�y:W e3'SC:: """','>...vr.,: f t ` '.v.. T ..lowT+•c'a g ?, 3,� ( ,rra gt a� t_ _✓I Jti4i: ''}a`.p. + y, x-.....,..w.,.�...Pax`� `i F:"aa r^/ 'q•i g?- .„,,,,,. 4 - t§'-- `� - .....___.... c =� ff ...a<....-."...4 S . ,....3�". ..,V�• + _ 2 x.�_ 1 / rr } iL�_ �2..�:. f{ S — l - 3 a Y, W. �T fib 3 ' �� t#u { f . may Fad 1 / 1 3as„a'cstz�%a�... tr w42 __9w t� _r v ��YM r t ( e,rO.s'� ! �� s ) {i 7 '' , ^ti J -. j s 3 i ! ~ i✓y (� §,r'(-�S,j ... �,-.:.L §. .,,. ,..,:,......�....waa, % t.,. t �' 1 f ~\ i p $ fi @rr ^.•�.i� Jr•. -�'.1 ''! ..S TP 1 .m". t"::z�.e^""' a ✓°+ { '§-• -2a ,� / '.,.'.`'. 3 ti r ..�. 1�F� �'a'�.\'�1 '•i ,.,:`n_Rh t� / NOkIlk -xii �/ ,+ t e, k I 1 PAVILION IV PAVILION VI (FUTURE PHASE) (FUTURE PHASES ';' I� I bi PAVILION II !�/ / (FUTURE PHASE' pO P: j�rt' � �s _.{_r�•�-- --:��--.. ;�� ��.> ,., � P....e ��...,� v.:.>.�..,-,.Y,�;� ,,,�'.�� � �w..:...�> ..,�_ «,K,. ,,.._,. ?iY �' .�� � T�- l �1 / „ ., JA �o " MAPLE `��-'� '� pi `� f r\r r� .-ys-y..�=.k�krr�' .._. :��3��a«"S��L-'( �,.,_.�`��� 4 ,....�-,.» _:�..... ,�<,S /fjj(� •,m,.:�, -._ � ^"`->i,,..., ..:` w c r'�" ` Y� }„1'-.,....._.-T�:° '- w+�$'",iN� '/ � � w nr A.ra ' S ;J f MAGNOLIA M,.r. , .� r _~ ri__ ;F�- '7 .._ ?i Conservation ��1 �i1�CiC�1S� r Xr�sT/�G \\y, [HANDBOOK, PP III-284AII-297 FOR COMPLETE SPECIFICATIONS) EGETA TION \� J` 1, THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: '11*® CORRECT METHODS OF TREE FENCING r�• i j � r� c � f SECTION N.T.S;� 14 DETAIL N.T.S. Les A 1, NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCURANCE, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. R `k' t h TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; x GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: !3 j 7 P / ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARING VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED �.f ,If I / BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE -f CONTRACTOR ON SITE. / 4. EQUIPMENT OPERATION AND STORAGE: =j F' HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: s�•'" / FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. Py rj. r 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES r y �/ TO BE SAVED. !( 8. PROTECTIVE FENCING: ® / TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY Y SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: SAVEDTA r+s TREEUWELLESHAL'LUST PROVIDED; ANDHACONSTTRUCTION DETAILSUBMITTTED FOR APPROVAL. , 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR r` APPROVAL. a 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS tl J e: FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. t/ t / 13, DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER t METHODS RECOMMENDED BY A TREE SPECIALIST. k / r; NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER'S SIGNATURE DATE a1 CONTRACT PURCHASER SIGNATURE DATE '191 "1' McKEE CAR ON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld 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 Feld 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. �, NL I H Op O vROBERT B. MCKEE� NO. 7783 1 4� O %Zs"!_tONAL '13:�Py • Revisions: 1.10/17/03 CO. COMMENTS Scale: H: Y = 30' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: Sm PRFU INA Y; NOT FOR QQN5TRUU 11UN NOTE: LANDSCAPING NECESSARY ALONG REFER TO SHT. 17 FOR KA PPA SIGMA THIS EDGE MAY VARY PENDING LANDSCAPE IN THIS AREA DEMOLITION. COORDINATE WITH I- AH 1- PP 3- XC LANDSCAPE ARCHITECT AND I- SB 3- MG 1- CF 3- QPPO 3- MGEB ARBORIST PRIOR TO TREE REMOVAL 1- LT 2- CC I- AS 1- AB I- OV 3- AROG IN THIS AREA. NOT ALL TREES SHOWN I- CD 3- PS 3- PS MAY BE REQUIRED OR INSTALLED. t.. . .... .. .. .. I------- LIMITS OF SOD EX. =401-41111111- SOD + RED OA K r V - - - - - - - - - - - - - - - - ....... —SOD-) '60 D EED 11- BSIWL\ 109- HH AT T.O.W. t(SINGLE ROW) -T I218- HH AT B.O.W. (STAG. ROW); 10" O.C. I(IVY TO BE TRAINED 1- A/R IITO WALL FROM TOP IPLANTING AND BOTTOM) BED LIMITS; < ITO WALL, (RAILROAD SIDE TYP. ONLY). SEE DETAIL FOR PAVILION 'I �SEED AVIL10 INSTALLATION AND TYPE. V P BE INSTALLED ON WALL GREENSCREEN SHALL NOT (FUTURE P H A' . . ..... PAVILI.ON III FACE LESS THAN 4'. IREFER TO SHT. 18 FOR z LANDSCAPE IN THIS AREA 1 - UP 1- CV 3 XC IEX. TEMPORARY BAYBERRY_- . ... ... + POPLAR (34' HT. MIN.), 4' O.C. > U P TO BE REUSED ON -SITE I- Q IN FUTURE PHASE(S) ONCE C + PAVILION V IS STARTED + . ......... �iu EX, POPLAR 3- I+ REFER TO SHT. 19 FOH IIILANDSCAPEI 1- VIV 2-1 HH BELOW—`- ITHIS AREA O.C.) I/A D SOD EX. IS YCA A40 YE SB CD UP I7 I3- PR -R I - OA .................. ... ... .. .... ... PL 20' SAN.SEWER 1� Fr I �_VH tM/I PL E TO KAPPA IGMA E T A-2 7W. 655- I(12",O.C. .. . ..... . .............. 41-1—­_ -1k, .7 _ 66- JC 'E9 1- AS PSSY SOD­� BED LIM[ 16; 1- CB I- FF I2- CFCP TYP. IVM k D PLANTING ItBED LIMITS; 1205 QPWO IG, iING JO (I PER OST) so _FOR BOCCE COURI 6 POSSIQLE-.L.00A BEI"D L I I T-.-,&A UPWARD TO TYP. F I i94- C COVER. TRELLIS T-Y P 1971- VM SOD EX, It(OPIONAL) 1230- 1 A 1- ARRS I171 n �1- SB RGK IP—,SOD 5- ,1- AG I UP ItGZ 10� 3 1�'A ID ISIW . ....... .. . �10 I2 IyI. . . ......... _.,�.�.,.-��.�"..�. .. ...... .. < ... .... ... .. . . ..... ... . . .. .. ...... 6 . . ........ SEED. + MA PL E ISEED itIED(.- III3- r R, It ........ .. . L UP "T3 MGCW X01 iIIISEED tP tQ SX! (FUTURE PHA ­%E) IV TURE PHASE) (FU PLANTS INDICATED AS SHOWN ARE NOT PA 3- QC VIL N ,I-/ 3- MGCW> FOR REQUIRED FOR COUNTY APPROVAL, 0 U 6- XC1 SEE APROPRIATE PLANT LIST FOR DETAILS TURE PH A S E) NOTES: r I LL BE TEMPORARY (ON AN AS NEEDED BASIS) UNTIL FUTURE PHASES ARE BUILT (THIS SHEET) ALL AREAS INDICATED AS SOD MAY BE SUBSTITUTED FOR PERMANENT SEEDING AT OWNER'S REQUEST EX. 20' SAN.SEWER r IFOR FURNITURE DESCRIPTIONS SEE SHEET 20. AIA PL E EASEMENT; TYP. M A�_ 0 0- E 7 ,CEDAR THIS SHEET TO BE USED FOR N_y, y ry 1( LADSCAPE AD LIGHTING PURPOSES OILY Y-- i y y y y�:11 y y y NOTE: G rM. 66) -25 NA TIONAL M13"Il"AiL LANDSCAPING NECESSARY ALON Contour lnterval=2' . . ..... Scale 1"=20' ROSSER ASSOCIATES THIS EDGE MAY VARY PENDING D.8, 1083, P. 50 )RESEAR('111LIJ G)1?0%11911P DEMOLITION. COORDINATE WITH ID.B. 635, P.308 tPLA IARBORIST PRIOR TO TREE REMOVAL Ti LANDSCAPE ARCHITECT AND ZONING; CO LAND USE, COMMERCIAL IN THIS AREA. NOT ALL TREES SHOWN MAY BE REQUIRED OR INSTALLED. 7i 0 20 40 80 ,/91.r; WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East H �h Street a s , A 22902 434-979-7522 WWW.MGkeeGarson.com McKee Carson and Field 8 it 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. > .007 A 14 U ;-4 U U) IRevisions: 1. 10/17/03 CO. COMMENTS Scale: H: 1" = 20' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE PRELIM IRAiNT: . - - I rV511 CALCULATIONS:. Site Area = 7.097 acres. Space 10.84 ac-Inside of Loop); Open Space 14.97 ac) Credits: Recreational Required (5%) Recreational Space: .35 ac Basis for Canopy: 1.29 acres Is 15% of 1.29 acres (0.19 acres- 8,430 SF) Area of canopy needed EXISTING TREES TO BE PRESERVED Tree type Quantity Height at Amount Height in Width Planting of Growth 10 years Multiplier Width in Area of Total area 10 years Canopy of Canopy (feet)- in 10 yrs (height . (ht in 10 (each) AVG. (feet) 10 yr yrs. x (see growth) multiplier) below) 35.00 11 Tree (12) j 25 10 35.00 0.311 10.885 932 932 Cedar (#4► Red Maple (15) 1 15 1714 32.14 0.73 20 55.00 0,503 23.462 27.665 432 601 432 601 White Pine Magnolia (>17106) 1 35 1 15 10 26.00 0.57 20 66.00 0.503 14.250 27.666 159 601 159 601 White Pine #8) 1 35 Ash (411) 1 45 15 60.00 0,68 20 55.00 0.503 40.800 27.665 1307 601 1,307 1,202 White Pine 1#12 & 15) 2 35 1 15 10 25.00 0.57 14.260 159 159 Magnolia U17 Norway Spruce (018 & 20) 2 50 16.66 60.66 0.575 10 35.00 0.57 38.330 19.950 1153 312 2,307 312 Magnolia i#19) 1 25 Poplar 11#26) 1 60 25 85.00 0.75 50 15 65.00 0.68 63,750 44.200 3190 1534 3,190 1,634 Ash U31) 1 Norway Sppruce l#32) 1 30 16.66 46.66 0,676 17.14 47.14 0,73 26.830 34,412 565 930 565 930 Maple 041) 1 30 Leyland Cypress (143) 25 10 30 40.00 0,225 1 25 10 36.00 0.311 9.000 10.885 64 93 1,590 93 Cedar (i46) Magnolia (147) 1 25 10 35.00 0.57 U48) 1 65 20 85.00 0.667 19.950 56.695 312 2523 312 2,523 Oak Poplar 052) 1 50 25 75.00 0.75 Sycamore 153 & 54) 2 45 17.5 62.50 0.76 56.250 47.500 2484 1771 2,484 3,542 Deoder Cedar (155) 1 20 20 40.00 0.667 Maple (!56 & 57) 2 45 17.14 62.14 0.658 22.280 40.888 390 1312 390 2,625 Norway Spruce U58) 1 25 16.66 41.66 0.575 Deodar Cedar U591 1 25 20 45.00 0.557 23.955 25.065 450 493 450 493 Maple (163) 1 40 17.14 57.14 0.658 37.598 iiio 1,110 EXISTING TREE CANOPY (FT) 29,965 TREE CANOPY (AC) 0.69 STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES Calculate areas of canopy saved on -site. Multiply by 1.25. (Existing tree area saved on -site) (29965) X (1,25) = 37,456 SF 1.86 AC.) (THIS IS THE CANOPY CREDIT( STEP 2: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS Subtract canopy credit from required canopy (NEEDED TREE CANOPY) - (STEP 1)= NEW CANOPY REQUIRED 8,430 SF. - 37,456 SF =-29,026 SF (NEW PLANTINGS) STEP 3: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY If result of STEP 2 is a negative number then no additonal tree canopy cover is required. If result of STEP 2 is a positive number then additional tree canopy cover is required. NOTES: A 15% Tree Canopy value was applied to the site based on dwelling units per acre. An average 30' height was assumed for the existing trees on -site. Values for the Area of Canopy provided above were taken from the Albemarle Tree Canopy Calculation Chart and using the best professional Judgement. Open Space includes everything except for the six-(6) buildings and travelways. Recreational Space includes everything inside the loop road including the existing house which will be used for both concierge and social activities. i NOTE: 3- MG SEED AREAS IN FRONT OF PAVILIONS V AND S L d 1-QPWO VI WALLS SHALL BE PERMANENT � 1- AS UNLESS OTHERWISE NOTED, ALL 0JH } 3 SEED AREAS ADJACENT TO PAVILIONS SHALL BE TEMPORARY UNTIL BUILDINGS ARE BUILT 4 (THIS SHEET). 6 } � AMT __510 COORDINATE W/ LA LIMITS OF PLANTING BED - THIS AREA THIS SHEET TO BE USED R ANDSCAPE AND LIGHTING PURPOSES ONL 3- PA 1- LT 2- CW 1- LT 1- UP -V rn x 11( ADD TO QUANTITY OF LEYLAND ,,• � e , y',.} `t .b fi `r ; 1 : , CYPRESS AS NECESSARY TO EXTEND BUFFER NORTH TO EXISTING TREES NA TIONAL L GAL BETWEEN BUILDING PAVILION VI AND ADJACENT RESEARCHR®/ /P � NOTE: CONTRACTOR TO AREATE AND FERTLIZE ALL GRASS AREAS (EXCEPT THOSE NOTED AS SOD) AND RESEED AS NECESSARY BLENDING INTO ADJOING PROPERTIES AS APPROPI&TE EX. POPLAR Scale 1"_20' Contour interval_2' 11 0 20 40 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld 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 Feld Sport Concepts, Ltd. ��p,LTR ©F b 0 STEVEN W. EDWARDS td� No.0931 GA; abiD U r4 (C$ Revisions: 1.10/17/03 CO. CON4MENTS Scale: H:1" = 20' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE Sheet NQ.: a' I A Pavilion I Plant List Al (Not Ike wired. for o roval CAT Notes Botanical Name Common Name Quantity Caliper Height Root PRUPUStU FLAN �"' ,.G":�it:# F:1P.B{��., I INUZj ..,...,c �%�.ti#,VL, la.€i7fQiF:�1. ! ,.....,... ,.< ..t.: 1...-. :..... n.<:..-.,:. .. ..,, ..:'. __." �: .�:.::<.. .,}>.: :-:.. .,.... .... .. Foster Holly 1 10-12' 1 B&B ... _ .. Tree -form branching begins at _- -+, .. ., .., ... •..,..,.,.. , 2 balanced head IA flex x attenuata Picea btes Norwa S ruce 3 10 12 B&B Branched to round dense folic a stral ht pyramidal form PA '.:: r ... :;: , ,r .e.:. - ;., . ,. r .-..',:" .. ..:.:. .. ... .i . '. .:.:;.. _ ;:..,::., n ,<„ .,_._. ; _. _ ;._::..;. .., :-.'. :;,. .,:..:.,.,.. ., .:. ,-,,:e -✓ ..::,.:.:.. _. r Wig,_..,:.. .. r...,._ ... .. .. ... ..<. .... .v}�JA U . .V,V,i�i/,F HA HH .,,._.... ,., .1.�. _ r. _.... ..: ,, H dran ea anomala Hedra helix Climbin H dran ea En lish Iv N/A 70 4" POTS PINT Dense form; good color, well rooted Dense formgood color well rooted in pot in pot i h I ermum as aticum Trac e os Yellow Star Jasmine 4 4' POTS Dense form ood color well rooted in of F _ . TO CONT Dense branchm rooted in ot, self-su ortin stems, Field rown BS Buxus sem ervirens American Boxwood 10 4 ;well BSIW Buxus sinica var. insularis 'Wintergreen Winter reen Boxwood 6 24-30" CONT Dense branching,well rooted in pot, self-supporting stems, Field rown CH Cotoneaster horizontalis Forsythia x intermedia 'Spring Glory' Rookspray Cotoneaster Spring Glory Forsythia 26 5 24- lip 24-30" . 3G Dense branchin' • well rooted in Dense branchin ; well rooted in vt, self-su ortin stems pot, self-supporting stems FI HQ Hydrangea uercifolia Ilex crenata 'Green Lustre' Oaklead Hydrangea Green Luster Japanese Holly 1 27 24-30" 24-30" 5G 3G Dense branching; well rooted in Dense branching: well rooted in pot, self-supporting stems pot, self-supporting stems. Alternate: 'Bennett's Com acta' ICGL IG Ilex glabra 'Com acta' Com acta Inkberr 11 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems JCSG Juni erus chinensis var. sar entii 'Glauca' Sargent Juniper 11 24-30" 3G Dense form; .health color; uniform branching JN Jasminum nudiflorum Winter Jasmine 3 18-24" 3G Dense branching; well rooted in pot, self-supporting stems JP Juni eru procumbens Magnolia macro h lla Japanese Garden Juniper 12 18-24" 3G Dense form; health color; uniform branching MM Bi feaf Magnolia 1 7-8' 12 30-36" B&B 7G Sin le trunk to 2'; dense foliage, Dense branching; well rooted in straight, pyramidal form pot, self-supporting stems MP M rica pennsylvanica 'Otto Bayberry Otto Lu ken Laurel 15 24-30" 5G Dense branchin ; well rooted in pot, self-supporting stems PL Prunus laurocerasus Lu ken' Rhododendron 'Girard Pleasant White' (Girard) Girard Pleasant White Azalea 7 24-30" 3G Dense branching; wellrooted in vt, self-su ortin stems RGP RPG x Rhododendron catawbiense 'Pur ureum Grandiflorum' Pur ureum Grandiflorum Rhododendron 9 24-30" 3G Dense branching. well rooted in pot, self-supporting stems VP Viburnum plicaturn v. tomentosum 'Mariesii' Doublefile Viburnum 6 24-30" 3G Dense branching: well rooted in pot, self-supporting stems VR Viburnum i h Ilum Alle ha n ' Leatherleaf Viburnum _ _. 6 ._ ., 24 30 3G Dense bm well rooted in ranch .. r of self su ortm stems 3e> Trident Ma le 1 2-2.5" 12-14' B&B Straight trunk branchin begins at 2'; balanced head AB Acer buer erianum Pa erbark Ma le 1 2-2.5" 12-14' B&B Straight trunk; branching begins at 2'; balanced head AG Acer griseum Acer almatum var. atro ur ureum 'Blood ood' Blood ood Ja anese Ma le 2 2.75-3" 12-16' B&B Multi -trunk (3-5 trunks): dense, uniform branching AP1 PSSY Prunus x 'Shidare Yoshino" Yoshino Cherry 2 2-2.5" 12-14' B&B Straight trunk; branching begins at 2% balanced head SP Stewartia Pseudocamellia Japanese Stewartia 1 1 1.75-2" 10-12' B&B Strai ht trunk; branchin.g begins at 2% balanced head CONT.: Field grown species as opposed to standard 3,5,7 or 10 gallon. Multiple quantities shall be matched as close as possible. Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation. THIS SHEET TO BE USED R LANDSCAPE PURPOSES ONLY Scale 1/8"=1' 0 8 16 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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. Oe- ,,P'1.,TH OP1441 Lj�A r� n STEVEN W. EDWARDS i- 10 No.0931 w LObsCNO, A 9 tz o� CJ .14 Revisions: 1.10/17/03 CO. COMMENTS FScale: H:1/8" =1' Date: 04/28/03 Project, No.: 0219 Designed: SWE Checked: SWE Sheet No.: PavilionPlantAl (Not • App • • CAT Notes Botanical Name Common Name Quantity Caliper Height Root Comn PROPOSED ,.•fwYBC PLANTINGS t .e, tie. , �:ott��ae�� ,RCoatd�8�lf .. ��.....�_ > , 2 1 7-8' B&B Multi -trunk (3-5 trunks); dense uniform branching MV Ma nolia vir iniana Sweetbay Magnolia PA Plcea les i '..s Norwa S ruce <- r...,,. . �,�. . ,.;s 3 r:, . 10 12 B&B Branched to round dense foliage, straight. pyramidal form ��r.Qt:ftdeo�et• HA ._ H dran ea anomaly Climbin H dran ea N/A 4" POTS Dense formgood color well rooted In pot L 'Mai estic Ma'estic Lirio e 100 1 G Full In of free of rot & disease Alternate: 19 Blue LM it o e muscari I <, Field BS Buxus spin ervirens 'Winter American Boxwood Winter Boxwood 5 1 4' 24-30" CONT I CONT Dense branching, well rooted in pot, self-supporting stems, grown Dense branchin• well rooted in pot, self-supporting stems Field grown BSIW Buxus sinica var. insularis reen' teen Camellia 2 30-36" 7G Dense branching; well rooted in pot, self-supporting stems CJ Camellia 'a onica 'Spring Glory' Japanese S rin Glory Forsythia 3 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems FI Forsythia x intermedia Oaklead Hydrangea 1 24-30" 5G Dense branchin • well rooted in pot, self-supporting stems HO H dranea quercifolia 'Helleri' Helleri Holly 5 18-24" 3G Dense branching: well rooted in pot, Self-supporting stems IC Ilex crenata 'Green Lustre' Green Luster Japanese Holly 26 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems, Alternate: 'Bennett's Com acta' ICGL ICST Ilex crenata Ilex 'Soft Touch' Soft Touch Japanese Holly 8 24-30" 3G Dense branching; well rooted in pot, self-supporting stems crenata 'Parsonii' Parson's Juniper 48 24-30" 3G Dense form health color uniform branching JC Juni erous chinensis 'Glauca' Sargent Juniper 15 24-30" 3G Dense form; health color uniform branching JCSG Juni erus chinensis var, sat entii 13 30-36" 7G Dense branchin ;well rooted in ot, self-su ortin stems MP M rica enns Ivanica 'Otto Lu ken' Bayberry Otto Lu ken Laurel 9 24-30" 5G Dense branchin • well rooted in pot, self -supporting stems PL Prunus laurocerasus 'Girard Pleasant White' (Girard) Girard Pleasant White Azalea 9 24-30" 1 313 Dense branchin • well rooted in pot, self-supporting stems RGP Rhododendron x Rhododendron catawbiense 'Put ureum Grandiflorum' Pur ureum Grandiflorum Rhododendron 9 24-30" 3G Dense branching; well rooted in pot, self-supporting stems RPG RRE Rhododendron catawbiense 'Roseum Ele ans' Roseum Ele ans Rhododendron 6 24-30" 3G Dense branchin • well rooted in of self-supporting stems TM D n tformis ' Taxus x media e s Densiformis Yew 18 30 36 5G Dense branchinwell rooted n of self-supportingstems I IN 12-14' B&B tra4 ht trunranchin be ins at 2': balanced head Acer buer Trident Maple 1 2 2.5" AB AP2 erianum Acer var. atro ur ureum 'Sango Kaku' Sango Kuku Japanese Maple 1 2.75-3" 10-12' B&B Straight trunk; branching begins at 2'• balanced head palmatum Persian Parrotia 2 2.5-3" 12-14' B&B Multi -trunk (3-5 trunks); dense uniform branching PP Parrotia ersica 'Shidare Yoshino" Yoshino Cherry2 2-2.5" 12-14' B&B Strai ht trunk branching begins at 2'; balanced head PSSY Prunus x Stewartia seudocamellia Ja anese Stewartia 1 1,75-2" 10-12' B&B Straight trunk branchingbegins at 2' balanced head SP CONT.: Field grown species as opposed to standard 3,5,7 or 10 gallon. Multiple quantities shall be matched as close as possible. Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation. THIS SHEET TO BE USED R LANDSCAPE PURPOSES Scale 1/8"=1' 0 8 16 32 McKEE , / V UC CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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 Feld Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OF ® v 0 STEVEN W. EDWARDS � a No.0931 1-14 -0 `�NDSC Ay�� e a� U q� Revisions: 1.10/17/03 CO. COMMENTS Sheet No.: Of: 35 • EX. ASH SOD x 5- TM - SOD X 3- VP -� 4- BSIW 1- AP1 - 1- BSGB 154 3- BSIW x 3- TM 4- BS 0 X 3- HQ - 6- JP - 3- RCH Manor House Plant Liss Not Required for Coon A r®val Al CAT Notes Botanical. Name Common Name Quantity Caliper Height Root Comments PROPOSED PLANTINGS V EX, POPL A R X X X X X x 0 EX. SYCAMORE Edo M '�& WIMINOW-1 HA ( 1 PER PO 1 TRAIN UPWARD O COVER TRELLIS (OPTIONAL) SOD OPTIONAL DAYLILY BORDER ALONG LAWN AREA 7 1. LANDSCAPETHIS SHEET TO BE USED FOR >:_.. „Ever reens.,, MGEB IMagriolia grandiflora 'Edith Bo ue' Edith Bo ue Magnolia 1 10-12" B&B Sin le trunk to 2'• dense foliage, straight, pyramidal form TC jJuniperus chinensis 'Hetzi Columnaris' Green Columnar Juniper 12 8-10' 10G Branched to round; dense foliacte, straight, pyramidal form no sculpted plants :Qroundoover_<, ..a,x .. ,.... .. .... .:... .x..-�., _. >.q t.. � .<:,_ t. ,. _,0.- HA Hydrangea anomala Climbinq Hydrangea N/A 4" POTS Dense form, good color, well rooted in pot HH Hedra helix English Ivy 70 PINT Dense form; good color; well rooted in pot BS Buxus sem ervirens American Boxwood 4 4' CONT Dense branching; well rooted in pot, self-supporting stems, Field grown BSGB Buxus micro h lia japonica 'Green Beauty' Green Beauty Japanese Boxwood 3 30-36" 5G Dense branching; well rooted in pot, self-supportinq stems BSIW Buxus sinica var. insularis 'Wintergreen' Wintergreen Boxwood 7 24-30" CONT Dense branching; well rooted in pot, self-supporting stems, Field grown HQ Hydrangea uercifolia Oaklead Hydrangea 3 24-30" 5G Dense branching; well rooted in pot, self-supporting stems ICGL Ilex crenata 'Green Lustre' Green Luster Japanese Holly 8 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems. Alternate: 'Bennett's Com acta' JP Juni erus procumbens Japanese Garden Juniper 6 1 18-24" 3G Dense form; health color; Uniform branching RCN Rhododendron catawbiense 'Chionoides' Chionoides Catawba Rhododendron 3 24-30" 3G Dense branching; well rooted in pot, self-supportinq stems TM Taxus x media 'Densiformis' Densiformis Yew 8 30-36" 5G Dense branching; well rooted in pot, self-supporting stems ' VP Viburnum plicatum v. tomentosum 'Mariesii' Doublefile Viburnum 3 24-30" 3G Dense branching; well rooted in pot, self-supporting stems AP1 Acer palmaturn var, atro ur ureum 'Blood ood' Blood -good Japanese Maple 1 2.75-3" 12-16" B&B Multi -trunk (3-5 trunks), dense, uniform branching CONT.: Field grown species as opposed to standard 3,5,7 or 10 gallon. Multiple quantities shall be matched as close as possible. Additional Notes: Contiractor to verify quantities and report any discrepancies to the Landscape Architect. All pliant subsittutions shall be approved by Landscape Architect prior to installation. Scale '1/8"=1' 0 8 16 �1J 1 .'/9 1 1 ® cKEE C V CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Al 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. r 0 STEVEN W. EDWARDS H No.0931 �` 1VDS C Aye I� U 12 t� 1.10/17/03 CO. COMMENTS ■ PLANTING SOIL (NIX: 1, THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, -FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1-INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES IN DEPTH. 2. SLOPE BASE OF BED TOWARD PERIMETER. 3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 16% MULCH (FINGERNAIL SIZED CHIPS-1/4-INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SO. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 6, PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER. 6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SO, FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE ANIMAL MANURES. 7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THiER DIAMETER. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. GL I ht_r'thS I. V hVV 10t%LL rl 1 DETAIL is ■ SECTION NOTES: 1. SET TREE (PLUMB PRIOR Tr' STAKING PRUNING IS RESTRICTED THE REMOVAL OF DEAD BROKEN BRANCHES AND _L BE (PERFORMED UNDER SUPERVISION OF THE )SCAPE ARCHITECT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. BACKFILL TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE V CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) "B� ROOTBALL PIT SECTION TYP. I� VAR( S nI[E uiuu�r,uGorr�_. iR REFER TO TREE STAKING DETAIL II II �II II=1I �II (III"' fl IlI�- BACKFILL WITH CULTIVATED, I� iIII) IIII1= II=IIiI)=1` ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF II EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT LD-ODD NOTE: FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR, BULBS AND PERENNIAL PLANTING SEQUENCE" NOTES. LD-003 CROWN BED IN CENTER TO PROVIDE POSITIVE DRAINAGE GUYING DETAIL CONSISTS 1 GUYS,SET 120° AROUND JT PIT ON "UPHILL" SIDE IPACT EXCAVATED SOIL =ORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE MULCHED LD-005 N.T.S. 12" TYP, MULCH LAYER (AS SPECIFIED) ROOTBALL O.C. SPACING N.T.S. DISTANCE FROM FRONT OF BED (UNLESS OTHERWISE SPECIFIED) ROW SPACING 12' BED WIDTH PLAN O.C. SPACING CULTIVATE SOIL WITH J ROTOTILLER BELOW SECTION SOIL MIX AREA TO A DEPTH OF 6-8" UNDISTURBED SUBGRADE PERENNIAL/ANNUAL BED PLANTING PLAN/SECTION /— PERENNIAL SOIL MIX (AS SPECIFIED) FTRENCH EDGE; TIYP. r- FINISHED GRADE L BREAK THROUGH ANY EXISTING "HARDPAN" AND REMOVE TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE LD-000 N.T.S. 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 WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION DETAIL "OIL MIX �S SPECIFIED) RENCH EDGE BEGIN TRENCH BY CUTTING ERTICALLY AT FACE OF BED. NSURE MULCHING SLOPES AWAY ROM ADJACENT PAVING/LAWN ,REAS Furniture Schedule tird for royal Description Quantity Model # Color Manufacturer Contact Location Front Terrace RearTerrace Garden Pool Gazebo OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE. SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION C: GUY WIRE STAKING- 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE, 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 1200 AROUND PLANT PIT DETAIL LDLD=DDz � � r 11,01 N.T.S. 20 SECTION INISHED GRADE/PAVING 3EE PLANS FOR DETAILS) Dover Pattern High Side Table 6 4812 Natural Country Casual 1.800.284.8325 0 1 1 2 2 Dover Pattern Tea Table 4 4806 Natural Country Casual 1.800.284.8326 0 4 0 0 0 Chalfont Armchair 14 4985 Natural Country Casual 1,800,284.8325 0 5 1 4 4 Chalfont 4' Bench 9 4982 Natural Country Casual 1.800.284.8325 2 4 3 0 0 Chalfont 6' Bench 3 4983 Natural Country Casual 1.800.284.8325 0 0 3 0 0 Ash/Trash Urn 4 7601 Natural Country Casual 1.800.284.8325 1 1 0 1 1 Additional Notes: Contractor to verify quantities and report any descrepancies to the Landscape Architect. All subsittutions shall be approved by Landscape Architect and consented to by Owner prior to installation. Owner reserves the right to substitute any of the above at his discretion. LD-009 N.T.S. ^TOTES: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD-004 N.T.S. /9 1 !i McKEE CARS CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Al 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. pr %19—N lip 0 STEVEN W. EDWARDS H td� No.0931 tobsc Age _ • Revisions: 1.10/17103 CO. COMMENTS Iyal-01:140101,111L RUM CAT Notes Botanical Name Common Name for County Apmovall.....- Quantity Caliper Height Root Comments i MA-1 z) y .....:... ... ..: ..: :. > 'Carlton' Carlton Daffodil 500 BULB To be lanted in the Fal{ NC Narcissus x (Large -cupped) 'Ice Ice Follies Daffodil 300 BULB To be planted in the Fall; 6" O.C. NIF Narcissus x Follies' (Lar e-eu ed) 'White h) White Dream Tulip 800 BULB To be planted in the Fall 4 0 C. TWD Tuli a x Dream' (Trium ana Foste ) White Em eror Tull 800 BULB To be planted m the Fall 4 0 C , .- 14 TWE - MOM '.-..,v _.. ,.,</_.,.,.,,.. . .n ..:.. .. ..... .: _... .. _,..: , ,,. ...:. .. _ `"tltfyy,..[�.1x.7;:i.'r ii Yf7Yi: Cedar 1 10-12' B&B round; dense foliage, straight pyramidal farm Branched to , CA Cedrus atlantica Glauca' Blue Atlas Deodar Cedar 2 14-16' B&B Branched to round• dense foliage, straight, pyramidal form CD Cedrus deodara Deodar Cedar 1 10-12' B&B Branched to ground; dense foliage, straight, pyramidal form CD1 Cedrus deodara Ma rand{flora `Claudia Wannamaker' Claudia Wannamaker Ma nclia 3 14-16' B&B Single trunk to 2' dense foliage, strai htpyramidal farm MGCW rolls 'Edith Bo ue' Edith Bo ue Magnolia 3 10-12' B&B Sin fe trunk to 2' dense foliage, straight, pyramidal form MGEB Magnolia randiflora 'Little Gem' Little Gem Magnolia 1 14-16' B&B Single trunk to 2'; dense foliage, straight, pyramidal form. MGLG Magnolia randiflora 'Little Little Gem Magnolia 1 10-12' B&B Single trunk to 2% dense foliage, straight, pyramidal form MGLG1 Magnolia randiflora Gem' Magn 3 10-12' B&B Branched to ground; dense foliage, strai ht ramidal form PA abies NorwaySpruce 8 7-8' B&B Branched to round; dense foliage, straight, ramidal form PS Pinus strobus White Pine Cypress 4 10-12' B&B Branched to ground; dense foliage,. straight, pyramidal form XG X Cu ressoc aril le landii Leyland C 9 7 8 B&B Branched to round dense foliage, straight, ramidal form and ii X Cu ressoc arts I _ Le la nd ress _. _ ,.. , L r r , i 123 1G Full inpot; free of rot &disease Alternate'Big Blue LM Lirio e muscari Ma'estic' Majestic Lirio e Common Periwinkle 3176 4 POTS Dense form ood color well rooted in of ca minor -F-SrB nl'a[ 'Bice Black E ed Stella Du lil 10 Dense form op color well rooted in of HB Hemerocaliis E ed Stella' � 32 1G iG Full in of free of rot &disease • � � � Stella d'Oro Da lil cal _ ,. �. , _ ._. HS 'Stella d Oro Herrero .. .. _ _, 4 4' CONT Dense branchin • well rooted in pot, self-supporting stems Field grown BS Buxus sern ervirens 'Wintergreen' American Boxwood Winter reen Boxwood 2 24-30" CONT Dense branchin • well rooted in pot, self-supporting stems Field grown BSIW Buxus sinica var. insularis RocksCotoneaster 44 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems CH Cotoneaster horizontalis 'Green pray Green Luster Japanese Holly 75 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems. Alternate: 'Bennet't's Com acta' ICGL Ilex crenata Lustre' 'Parsonii' Juniper 65 24-30" 3G Dense form; health color; uniform branching. JC Juni Brous chinensis Parson's 23 24-30" 3G Dense form health color uniform branching JCSG Juni erus chinensis var. sar entii 'Glauca' Sargent Juniper it 30 36 7G Dense branching:well rooted in of self su ortinstems MID nns Ivanica Ba berr M ric , _ Trident Ma le 2 2-2.5 12-14' B&B Strai ht trunk branchin be ins at 2' balanced head AB Acer buer erianum Common Horsechestnut 3 3.5-4 12-14' B&B Strai ht trunk• branchin be ins at 2% balanced head AH Aesculus hi ocastanum 'Bowhall' Bawhall Red Ma le 2 2.5-3 14-16' B&B Strai ht trunk: branchin be ins at 21• balanced head AR AROG Acer rubrum Acer rubrum 'October Glory' Red Maple "October Glory ' 4 5.5-6 18-20' B&B Straight trunk branching begins at 3' balanced head ARRS Aoer rubrum 'Red Sunset' Red Maple 'Red Sunset' 2 5.5-6" 18-20' B&B: Straight trunk; branchin be ins at 3' balanced head ARRS1 Acer rubrum 'Red Sunset' Red Maple 'Red Sunset' 3 3.5-4" 14-16' B&B Straight trunk; branching begins at 2% balanced head AS Acer saccharum 'Legacy' Sugar Maple 'Le ac ' 3 5.5-6" 18-20' B&B Straight trunk; branching begins at 3% balanced head CB Car inus betulus 'Fasti iata' Pyramidal European Hornbeam 4 3.54" 14-16' B&B Straight trunk; branching begins at 2'• balanced head CB1 Car inus betulus 'Fasti iata' Pyramidal European Hornbeam 1 2,5-3" 12-14' B&B Straight trunk; branching begins at 2'• balanced head CC Car inus caroliniana American Hornbeam Musclewood 3 3.6-4" 14-16' B&B Straight trunk; branching begins at 2% balanced head CC1 Cercis canadensis Eastern Redbud 3 2-2.5" 12-14' B&B Straight trunk-, branching..begins at 2'• balanced head OF Cornus florida Flowerin Donwood 1 2-2.5" 12-14' B&B Stra{ ht trunk; branching begins at 2% balanced head CFCP Cornus Florida 'Cherokee Princess' Dogwood 'Cherokee Princess"' 3 2-2.5" 12-14' B&B Straight trunk; b anching begins at 2% balanced head CFCP1 Cornus Florida 'Cherokee Princess' Dogwood 'Cherokee Princess"' 1 1.75-2" 10-1.4' 7G Strai ht trunk; branching begins at 2% balanced head CK Cornus kousa 'Stellar Pink' Stellar Pink Kousa Dogwood 1 2-2.5" 12-14' 7G Straight trunk,• branching begins at 2'• balanced head CW Cratae us viridis 'Winter King'.. Winter King Green Hawthorn 3 2-2.5" 12-14' B&B Strai q ht trunk; branching begins at 2'• balanced head FA Fraxinus americana 'Autumn Purple' White Ash 'Autumn Purple' 1 3.54" 14-16' B&B Straight trunk; branching begins at 3';..balanced head FP Fraxinus pennsylvanica 'Summit' Green Ash 'Summit' 2 5.5-6" 18-20' B&B Straight trunk; branching begins at...3', balanced head FP1 Fraxinus pennsylvanica 'Summit' Green Ash 'Summit' 2 3.54" 14-16' B&B Straight trunk; branchin be ins at 2'• balanced head LT Liriodendron tuli ifera Tulip Poplar 4 3.5-4" 14-16' B&B Straight trunk; branching begins at 2'• balanced head MG Metase uoia glyptostroboides Dawn Redwood 6 14-16' B&B Single trunk to 2% dense foliage, straight, pyramidal form Star Magnolia 5 2-2.5" 12-14' B&B Multi -trunk (3-5 trunks); dense uniform branching MS Magnolia stellata Sourwood 2 2-2.5" 12-14' B&B Single trunk to 2'• dense foliage, straight, pyramidal form OA Ox dendrum arboreum American Ho hornbeam 1 ?.5-3" 12-14' B&B Single trunk to 2% dense foliage, straight, ramidal form OV Ostr a vir iniana Persian Parrotia ;3 2.5-3" 1244' B&B Multi -trunk (3-5 trunks); dense uniform branching PP PSSY Parrotia persica Prunus x 'Shidare Yoshino" Yoshino Cherry 2 2-2.5" 12-14' B&B I Straight. trunk• branch.ing begins at 2'• balanced head Scarlet Oak 2 3.5-4" 14-16' B&B Straight trunk; branching begins at 2'• balanced head QC Quercus coccinea Pin Oak 8 5,5-6" 18.20' B&B Strai ht trunk; branching begins at 3% balanced head QPPO Quercus palustris Willow Oak 3 5.5-6" 18-20' B&8 trunk; branching begins at 3'• balanced head QPWO Quercus Phellos (borealis) Red Oak 1 5.5-6" 18-20' B&B -Straight Straight trunk,• branching begins at 3'• balanced head QR Quercus rubra I Weeping Willow _ 4 1 3.54" 14-16' B&B Multi -trunk (3-5 trunks); well pruned (no straight whip trunks) SB Salix bab lonica Wee ing Willow 1 _. 2-2.5" 12-14' B&B Multi -trunk (3-5 trunks); well pruned (no straight whiptrunks) SB1 Salix bab lonica Chinese Elm 'Athena' 3 3.5-4" 14-16' 1 B&B Straight trunk; branching begins at 2'• balanced head UP Ulmus arvifolia Plant Lis CAT Notes Botanical Name . . ( eguirefor ( W. Common Name A royal) Quantity Caliper Height Root Comments R P Po O TINES _ \.<,: - _ - . ,.�,. � >Qrt)t`�c�1'B€.o�dleat; ?.,` •r ,.._��r;�. , _.,,,f::...1..: 'Wiltonii' � ., ., .;;_...,»._ . Cree in Juni er 31a_ 3G Dense form; health color; uniform branching JH Juni erus horizontalis 78 1G Dense branchinwell rooted in of self-supportingstems Blue Chl Juni Blue 1 • er ous h ht J JHB _l. ) forizontalis ewi T(Idc 51 1G Dense form good color well rooted in pot PA1 Pennisetum alo ecuroi'-- Fountain Grass 465 4 POTS Dense form ood color well rooted in of • Black-eyed Susan RH db irta is h ... -. 1. i -'. _.... Redosier Dogwood 14 24 30 3G Dense branching; well rooted in of self-supportingsterns CS Cornus stolonifera 'Com Compact Burnin Bush 25 24-30" 3G Dense branching,well rooted in of self-supporting stems EA Euon mus alatus actus' 'Spring S Glory Forsythia 12 24-30" 3G Dense branchin • well rooted in pot, self-supporting stems FI Forsythia x intermedia Glory' rin 14 30-36" 7G Dense branching; well rooted in pot, self-supporting stems MP M rica pennsylvanica Bayberry S irea 14 24-30 3G Dense branchin well rooted m of self su ortin stems buma Ant SBAW aterer Iraea Anthon Waterer < x � k r w "October 3 2,5-3" 12-14' B&B Straight trunk; branchingbe ins at 3 • balanced head AROG1 Acer rubrum 'October Glor Red Ma le Glory' 1 2-2.5- 12-14' B&B Strai ht trunk; branchin begins at 2'• balanced head CC1 Cercis canadensis Eastern Redbud 'Autumn i 2-2.5 i2-14' B&B Strai ht trunk branchin be ins at 3' balanced head FA1 Fraxinus americana 'Autumn Pur le' White Ash Purple' CAT Notes Botanical Name of Common Name uired for ounty A roval) JL Quantity Caliper Height Root Comments PROPOSED � PLANTINGS Cedrus deodara # Deodar Cedar Foster Holly Claudia Wannamaker Magnolia Little Gem Magnolia Sweetba Ma nolia Red Pine Leyland Cypress Le land C ress En lish Iv Common Jasmine Common White Periwinkle American Boxwood Winter reen Boxwood Rockspray Cotoneaster Japanese Camellia Spring Glory Forsythia oaklead Hydrangea Com acta Inkberr Bi leaf Magnolia Bayberry Otto Lu ken Laurel Chionoides Catawba Rhododeendron Karen Azalea Girard Pleasant White Azalea 'Pur ureum Grandiflorum Rhododendron Roseum Ele ans Rhododendron Doublefile Viburnum Leatherleaf Viburnum : Pa erbark Maple Pyramidal European Hornbeaim Dogwood 'Cherokee Princesis" Stellar Pink Kousa Do wood) White Frin etree Sourwood Yoshino Cherry Scarlet Oak Willow Oak Ja anese Stewartla Chinese Elm 'Athena' - 1 14 i6' 3 10-12' 3 14-16' 1 14-16' 1 7-8' 3 8-10' 3 10-12' 6 7 8 777 6 1785 23 4' 25 24-30" 10 24-30" 4 30-36" 9 24-30" 14 24-30" 36 24-30" 2 7-8' 37 30-36" 8 24-30" i2 24-30" 8 24-30" 14 24-30" 11 24-30" 13 24-30" 9 24-30" 11 24 30' 1 2-2.5" 12-14' 1 3.5-4" 14-16' 9 1.75-2" 10-14' 1 2-2.5', 12-14' 4 2.5-3" 12-14' 1 2-2.5" 12-14' 3 2-2.5" 12-14' 4 3.54" 14-16' 1 5.5-6" 18-20' 1 1.75-2' 3 3.54" 14-16' 5, - , B&B Branched to raund; dense foliage, straight, pyramidal farm B&B Tree -form• branching begins at 2'• balanced head B&B Single trunk to 2'; dense foliage, straight, pyramidal form B&B Single trunk to 2'; dense foliage, straight, pyramidal form B&B Multi -trunk (3-5 trunks); dense uniform branching B&B Branched to round; dense foliage., straight, pyramidal form B&B Branched toground; dense foliage, straight, pyramidal form B&B Branched to round dense folra a straight, pyramidal form PINT Dense form; good color; well rooted in pot PINT Dense form health color uniform branching (OPTIONAL) 4 POTS Dense form ood color well rooted m pot uR w CONT Dense branching; well rooted in ot, self-su ortin stems, Field grown CONT Dense branchin • well rooted in pot, self -Supporting stems Field grown 3G Dense branching; well rooted in pot, self-supporting stems 7G Dense branchin • well rooted in pot, self-supportino stems 3G Dense branchin • well rooted in pot, self-supporting stems 5G Dense branchin ; well rooted in pot, self-supporting stems 3G Dense branchin • well rooted in pot, self-supporting stems B&B Single trunk to 2'; dense foliage, straight, pyramidal form 7G Dense branchin • well rooted in pot, self-supporting stems 5G Dense branchin • well rooted in pot, self-supporting stems 3G Dense branching; well rooted in pot, self-supporting stems 3G Dense branchin • well rooted in pot, self-supporting stems 3G Dense branching; well rooted in pot, self -supporting stems 3G Dense branchin well rooted in of self-su ortin stems 3G Dense branchin • well rooted in pot, self-supporting stems 3G Dense branching; well rooted in pot, self-supporting stems 3G Dense branching; well rooted in pot,--sew.-supporting stems 1 B&B Strai ht trunk: brnnchinn be ins at 2' balanced head B&B Strai ht trunk• branchin be ins at 2'• balanced head 7G Strai ht trunk; branching begins at 2'; balanced head; sustitute several w/ rmulti-stem for variety 7G Strai ht trunk; branching begins at 2'• balanced head. 7G Multi -trunk (3-5 trunks); dense uniform branching B&B Single trunk to 2'• dense foliage, Straight, pyramidal form B&B Straight trunk; branching begins at 2'• balanced head B&B Straight trunk; branching.begins at 2'• balanced head B&B Straight trunk; branching3' begins at • balanced head 1B&B Straight trunk; branching begins at 2'• balanced head 1 B&B Straight trunk; branching begins at 2'• balanced head CD IA MGCW MGLG MV PR XC Ilex x attenuata Magnolia grandiflora 'Claudia Wannamaker' Ma nolia grandiflora 'Little Gem' Ma nolfa vir iniana Pinus resinosa X cupressocyparls le landii X �iU ssoc arrs e landii Hedra helix kj HH E�,y. c fit€ JO - _ \s n-v..:T... .� :.: _„ BS BSIW CH CJ FI HQ Jasminum officinale Vinca ba . ,k. <..,.. ,..,: \ r .r..... +.. <,., F.:..,- 5,.,\ i ..... ,. ., .s, �:, .. , ,r '. .,,,1 .- ':... .... ...,: 2, _ Buxus sern ervirens Buxus sinica var, insularis 'Wintergreen' Cotoneaster horizontalis Camellia japonica Forsythia x intermedia 'Spring Glory' Hydrangea uerelfolia Ilex glabra 'Coin acta' Magnolia macro h Ila M rica pennsylvanica Prunus laurocerasus 'Otto Lu ken' Rhododendron catawbiense 'Chionoides' Rhododendron x 'Karen' (Gable) Rhododendron x 'Girard Pleasant White' (Girard) Rhododendron catawbiense 'Pur ureum Grandifloru Rhododendron catawbiense 'Roseum Ele ans' Viburnum plicatum v. tomentosum 'Mariesii' Vibumxrht h Ilum Alle ham ' Acer griseum Car inus betulus 'Fasti iata' Cornus florida 'Cherokee Princess' Cornus kousa 'Stellar Pink' Chionanthus vir inicus Ox dendrum arboreum Prunus x 'Shidare Yoshino" Quercus coccinea Quercus hellos Stewartia pseudocamellia lUlmus parvifolia.. IG MM MP PL RCH RGK RGP RPG RRE VP VR AG CB CFCP1 CK CV OA PSSY QC QPWO SP UP r CONT.: Field grown species as opposed to standard 3,5,7 or 10 gallon. Multiple quantities shall be matched as close as possible, Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect All plant subsittutions shall be approved by Landscape Architect prior to installation. , / 9 Rr� WKEE CARS CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeeGaroon.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. Oz0$p,tTH OpAi Ll� ® r� CSTEVEN W. EDWARD S rH No.0931 �r Revisions: 1. 1017 03 CO. COMMENTS Sheet No.: KA PPA SIGMA J0 0 71 0.0 0.0 0.0 U 0.0 0.0 0.0 0 0 0 0 r 4 r 40 0.0 0.0 0.0 0 U.- .0 V PAVILIO ...... .... 114 PAVILION (FU 0 URE PHASE) 0.0 0.0 0.0 0.0 0.0 0 0 PAVILION III t...... ..... ............ I........ .. . 0.0 fj; .3 0 1 0.0 0.0 0.0 0.0 0.0 0 0. 0.1 1, 0. 0.0 o. 1 0.0 1-121 r D 8 .... ...... H-10 C -55 C-7 78 -54 C-53 3 0.7 0 9 3 0.8 OlO C-73 C E-1 18 E 104 t ....... ... 0 0.4 ... ....... .. ......... . C\j V Z 021 ....... . .. . > U -1 Q.0 - ------ ... . ... a 0 5 PO Uj LU 0 10 o LIJ C_ 0.1 .1 0.1 oil 0.0 5 1 0. Lij 0.1 0 0.8 8 '0 0 1.2 C/) > Z�14 Uj C'V . . ..... .. .. G A 133 E-105 7 B-58. .0 0 0. -6 F-clq D B157 ... ... ..... . .... .. ... ....... ... P U C .... . . .... .............. . ...... . / .. ... ....... b 0.1 2 9 E-117 0 -7 L 0.9 0.1 0.1 o.o ml 0.0-", 0.0 aj- 0.0 0.1 f 0,25 r 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. 0. 0.1 P AAlVILION \1`11 I PAVILION IV (FUTURE PHASE) (FUTURE PHASE) X A VILIO . ........ . (FUP N 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 To 0 0.0 0.0 0.0 0. 010 _uHE P HA SE) I0,J0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010 0.0 10�6 0-0, 0.0 0.0 0 L -100, tf Y 0.0 �­­(G 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C. 0.0 .-I' V L V ......... . . ..... THIS SHEET TO BE USED FOR PHOTOMETRIC PURPOSES ONLY Y ly . ..... I .. ......... if V, , V AIA TInAlA /"I A Scale 1"=20' 0. 0"D r1ol /P > RESEARC"N "Lj Utf 0 20 40 80 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these dfawings. 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. �,NLTHO,- ROBERT B. MCKEE NO. 7783 ]VAL Revisions: 1. 10/17/03 CO. COMMENTS PRELIMINARY: NOT FOR GOi18TR1(;T1,0_',R LUMINAIRE SCHEDULE o Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts A 0 WSR 175M WT ARCHITECTURAL SCONCE WITH WIDE ONE 175-WATT COATED ED-17 METAL HALIDE, LTL11312.IES 12800 0.72 215 THROW DISTRIBUTION HORIZONTAL POSITION, CLEAR FLAT GLASS BOTTOM LENS. COATED NOT INTENDED FOR PHASE 1 LAMP B 19 WINONA11CY-43- SPECIFICATION GRADE Q20MR16/C/FL4033/64-BAB 20814.ies 240 0.81 20 12V-L3-SPF-FO-- ADJUSTABLE FLOOD- SH6-C1 (Accent) WINONA CH_17_ SPECIFICATION GRADE Q4 2MR16/NFL EYS) C 44 12V-SPF-Fa-SRO ADJUSTABLE FLOOD- Beam spread=27` Q 42MNFL.M16674 0.81 42 (uptight) D 29 WINONA*PI-73- SPECIFICATION GRADE CMH39/U/PAR30L/25 42067.ies 2400 0.72 50 � 120-L3-SPF-FO- DIRECT BURY SH6-C1-61 LUMINAIRE- (spot/flood) E 9 ANTIQUE STREET- SEGMENTED MVR-250-C ITL48841.IES 20500 0.72 288 LAMPS_BLT33S-B- SPECULAR PC CC M250 HAMMERTONE (TYPE V IES REFLECTOR VERTICAL CUTOFF/ LAMP LOCA MOUNTED ON ELA P3059 - BK F 8 King KL- M P IAC V - CAST ALUMINUM 100MH-MED KLM32581.IES6300 0.72 117 ® -MH-100-BLK BOLLARD G 4 ANTIQUE STREET SEGMENTED - MVR-250 C I L48841.IES 20500 T 0 .72 288 LAMPS-BLT33S-8- SPECULAR PC-CC-M250- HAMMERTONE (TYPE V IES REFLECTOR VERTICAL CUTOFF- LAMP LOCA MOUNTED ON ANTIQUE AWB WALL BRACKET- BK H (i Winona Agate SEALED ALUMINUM - Low Voltage Halogen BAL10882.ies 4 00 0 .80 35 CATALOG NO.: HOUSING w/CLEAR MC-43-12-X GLASS LENS [] I 4 ANTIQUE STREET -`' SEGMENTED LAMPS-BLT33S-B- SPECULAR MVR-50-C ITL48841.fES 3400 0.72 50 PC-CC-M50 (TYPE HAMMERTONE V IES CUTOFF- REFLECTOR VERTICAL MOUNTED ON LAMP LOCA ANTIQUE AWB WALL BRACKET- BK LUMINAIREi i' No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 E 47.8 -74.5 13.6 13.6 0.0 0.0 47.8 -74.5 3.6 2 E 197.8 31.8 13.6 13.6 0.0 0.0 197.8 31.8 3.6 3 E 657.5 -80.8 13.6 13.6 0.0 0.0 657.5 -80"8 3.6 4 C 550.8 136.5 1.0 1.0 0.0 0.0 550.8 136.5 0.0 5 C 573.8 137.0 1.0 1.0 0.0 0.0 573.8 137.0 0.0 6 C 577.3 106.5 1.0 1.0 0.0 0.0 577.3 106.5 0.0 7 C 548.0 106.5 1.0 1.0 0.0 0.0 548.0 106.5 0.0 8 C 575.3 100.8 1.0 1.0 0.0 0.0 575.3 100.8 0.0 9 C 551.0 101.0 1.0 1.0 0.0 0.0 551.0 101.0 0.0 10 C 546.5 132.6 1.0 1.0 0.0 0.0 546.5 132.6 0.0 11 C 577.8 136.5 1.0 1.0 0.0 0.0 577.8 136.5 0.0 12 C 525.0 6.5 1.0 1.0 0.0 0.0 525.0 6.5 0.0 13 C 594.0 14.5 1.0 1.0 0.0 0.0 594.0 14.5 0.0 14 C 602.5 23.3 to 1.0 0.0 0.0 602.5 23.3 0.0 15 C 569.3 13.5 1.0 1.0 0.0 0.0 569.3 13.5 0.0 16 C 515.0 -43.3 1.0 1.0 0.0 0.0 515.0 -43.3 0.0 17 G 526.3 -50.8 1.0 1.0 0.0 0.0 526.3 -50.8 0.0 18 C 568.0 -42.0 1.0 1.0 0.0 0.0 568.0 - 4 2.0 0.0 19 C 588.3 -48.8 1.0 to 0.0 0.0 588.3 -48.8 0.0 20 D 609.3 -64.5 1.0 i.0 65.0 0.0 609.3 -64.5 0.0 21 D 630.8 -59.8 1.0 1.0 255.3 0.0 630.8 -59.8 0.0 22 D 632.3 -52.3 2.0 2.0 -4.4 0.0 632.3 -52.3 0.0 23 D 647.5 -40.5 2.0 2.0 -52.0 0.0 647.5 -40.5 0.0 24 D 653.3 -21.8 2.0 2.0 -81.9 0.0 653.3 - 2t.8 0.0 25 D 649.5 -3.3 2.0 2.0 257.1 0.0 649.5 -3.3 0.0 26 D 636.8 11.3 2.0 2.0 222.2 0.0 636.8 11.3 0.0 27 D 619.5 17.3 2.0 2.0 187.3 0.0 619,5 17.3 0.0 28 D 183.0 121.8 1.0 1.0 83.2 0.0 183.0 12L8 0.0 29 D 194.3 100.8 1.0 1.0 15.9 0.0 194.3 100.8 0.0 30 D -37.6 -69.0 1.0 1.0 113.8 0.0 -37.6 -69.0 0.0 31 D -35.0 -50.8 1.0 1.0 -5.5 0.0 -36.0 -50.8 0.0 32 D -52.5 -47.5 1.0 1.0 56.0 0.0 -52.5 -47.5 0.0 33 D -38.5 -91.3 1.0 LO 115.4 0.0 -38.5 -91.3 0.0 34 D -51.5 -94.3 1.0 1.0 126.3 0.0 -51.5 -94.3 0.0 35 C -14.6 -38.8 1.5 1.0 0.0 0.0 -14.6 -38.8 0.5 36 C -21.6 -41.0 1.5 1.0 0.0 0.0 -21.6 -41.0 0.5 37 B -29.0 -100.5 1.5 1.0 107.6 86.4 -14.0 -105.3 0.5 38 B -29.5 -112.3 1.5 1.0 70.6 86.0 -16.0 -107.5 0.5 39 C -8.1 -103.3 1.5 1.0 0.0 0.0 -8.1 -103.3 0.5 40 B 7.5 -30.8 1.0 1.0 7.3 0.0 7.5 -30.8 0.0 41 B 22.5 -21.5 1.0 1.0 -66.5 0.0 22.5 -21.5 0.0 42 B 103.5 -72.0 1.0 1.0 6.7 0.0 103.5 -72.0 0.0 43 C 13.8 17.0 1.0 1.0 -27.8 0.0 13.8 17.0 0.0 44 C 7.2 19.8 1,5 1.0 0.0 0.0 7.2 19.8 0.5 45 C -14.6 147.0 1.5 to 0.0 0.0 -14.6 147.0 0.5 46 C -10.3 154.0 1.5 1.0 0.0 0.0 -10.3 154.0 0.5 47 C -12.8 105.8 1.5 1.0 0.0 0.0 -12.8 105.8 0.5 48 D 195.5 65.5 1.0 1.0 -47.7 0.0 195.5 65.5 0.0 49 D 162.5 62.8 1.0 1.0 26.1 0.0 162.5 62.8 0.0 50 C 222.8 -13.5 i.0 1.0 112.4 0,0 222.8 -13.5 0.0 51 C 229.0 -21.5 1.0 1.0 0.0 0.0 229.0 -21.5 0.0 52 C 220.3 -21.5 1.0 1.0 0.0 0.0 220.3 -21.5 0.0 53 C 329.6 48.5 1.5 1.0 0.0 0.0 329,E 48.5 0.5 54 C 278.8 56.3 1.0 1.0 0.0 0.0 278.8 56 . 3 0.0 55 C 289.3 58.5 1.0 1.0 0.0 0.0 289.3 58.5 0.0 56 B 295.5 -55.5 1.0 1.0 0.0 0.0 295.8 -55.5 0,0 57 B 308.8 -54.3 1.0 1.0 0.0 0.0 308.8 -54.3 0.0 58 B 304.5 -43.5 1.0 1.0 0.0 0.0 304.5 -43.5 0.0 59 B 321.8 17.8 1.0 1.0 0.0 0.0 321.8 17.8 0.0 60 C 294.5 22.5 1.0 1.0 0.0 0.0 294.5 22.5 0.0 61 C 358.8 4.8 1.0 1.0 0.0 0.0 358.8 4.8 0.0 62 C 347.8 5.3 1.4 1.0 0.0 0.0 347.8 5.3 0.4 63 B 356.0 -3.8 1.0 1.0 0.0 0.0 356.0 -3.8 0.0 64 B 403.0 6.3 1.0 1.0 0.0 0.0 403.0 6.3 0.0 65 B 391.0 3.3 1.0 1.0 0.0 0.0 391.0 3.3 0.0 66 B 367.5 -50.5 1.0 1.0 0.0 0.0 367.5 -50.5 0.0 67 B 357.3 -43.8 1.0 1.0 0.0 0.0 357.3 -43.8 0.0 68 B 412.3 -41.3 1.0 1.0 0.0 0.0 412.3 -41.3 0.0 69 8 410.0 -35.5 1.0 1.0 0.0 0.0 410.0 -35.5 0.0 Notes 1. LIGHTING SHALL BE PROVIDED AS SHOWN IN THE SITE LIGHTING FIXTURE SCHEDULE. 2. SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT AND SPECIFICATION SHEETS ARE PROVIDED IN COMPLIANCE TO THE COUNTY OF ALBEMARLE LIGHTING ORDINANCE. A 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR 24 SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. D 4. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT 23 EXCEED ONE-HALF (1/2) FOOT CANDLE. MUST BE FOR SUBSTITUTIONPROVIDED A MINIMUM OF S UE T & DOCUMENTATION G 5. REQ S 2 WEEKS PRIOR TO JOB BID. 23 6. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY MCKEE CARSON CONSULTING ENGINEERS FOR DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE E OF THE CONTRACTOR. 23 7. ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY. 8. ALL STANDARD FINISHES FOR THE FIXTURES SHALL BE BLACK. A 9. CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING CONTRACTOR. 23 SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION. ALL SLEEVES SHALL BE 3" MIN SCH, 40 AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS AREAS. CONDUIT SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR PRIOR TO PAVING INSTALLATION. C 10. CONTRACTOR TO SELECT AND DETERMINE TRANSFORMER SIZE APPROPRIATE TO DESIGN. 24 ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED, SHALL BE FROM WIINONA LIGHTING. SEE SPECIFICATION AND LOCATIONS PER DRAWINGS. 11 . CONTRACT OR TO INSTALL WITH EXTREME CARE ALL FIXTURES AND WIRES BELOW CANOPY OF EXISTING TREES. C 12. ALL LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOCELLS AND TIMERS. 23 TIMERS AND HOUSE METER SHALL BE LOCATED ON THE BACK -SIDE OF THE PROPOSED PHOTOCELLS AT 11: 0 P.M. SO THAT APPLICABLE. TIMER .SHALL OVERRIDE 0 WALLS WHERES - T ON SITE LIGHTlNGlS REDUCED BY 85 /a. COORDINATE LIGHTING EFFECT WITH LANDSCAPE ARCHITECT DURING INSTALLATION. F 13. CONTRACTOR TO PROVIDE LIGHTING INSTALLER AS -BUILT UTILITY PLANS PRIOR TO LIGHTING SYSTEM INSTALLATION. 23 14. ALL LIGHTS SHOWN ARE IN TRIER APPROXIMATE LOCATION. FIELD ADJUSTMENTS SHALL BE DONE. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR FIIELD APPROVAL. 15. CONTRACTOR TO PROVIDE AND COORDINATE WITH LIGHTING INSTALLER [LOCATION FOR ALL C WEATHERPROOF JUNCTION BOX FOR FLOODLIGHTS. 23 16, CONTRACTOR TO SIZE AND CONSULT LA ON LOCATIONS OF ALL TRANSFORMERS. 1 ' 4. E ' ' f i I i 1 No. Lobel X Location Y Z MH Orientation Tilt x Afrn Y Z 70 D 454.8 76.0 1.0 1.0 0,0 0.0 454.8 76.0 0.0 71 D 449.3 74.8 1.0 1.0 0.0 0.0 449.3 74.8 0.0 72 C 464.5 41.0 1.0 1.0 D.0 0.0 464.5 41.0 0.0 73 C 433.s,' 43.5 1.0 1.0 0.0 0.0 386.5 43.5 0.0 74 C 386.0 42.5 1.0 1.0 0.0 0.0 386.0 42.5 0.0 75 C 455.0 ':',3 1.0 1.0 0.0 0.0 455.0 47.3 0.0 76 D 512.8 70.3 1.0 1.0 -43.9 0.0 512.8 70.3 0.0 77 D 502.8 70.0 1.0 1.0 41.3 0.0 502.8 70.0 0.0 78 C 534.a '.i7.3 1.0 1.0 0.0 0.0 634.8 57.3 0.0 79 C 686.5 53.5 1.0 1.0 0.0 0.0 686.5 53.5 0.0 80 C 663.0 46.8 1.0 1.0 0.0 0.0 583.0 46.8 0.0 81 0 673.3 78.8 1.0 1.0 24.8 0.0 673.3 78.8 0.0 82 D 683.5 t81.3 1.0 LO -57.9 0.0 653.5 81.3 0.0 83 D 620.0 1.0 1.0 39.0 0.0 620.0 75.5 0.0 84 D 629.3 _75.5 75.5 1.0 1.0 -41.6 0.0 629.3 75.5 0.0 85 C -20.8 -142.3 1.5 1.0 0.0 0.0 -20.8 -142.3 0.5 86 C -12.6 -166.3 1.5 1.0 0.0 0.0 -12.6 -166.3 0.5 87 8 152.8 -94.3 1.0 1.0 116, 1 0.0 1 52.8 -94.3 0.0 e6 8 143.5 -120.5 1.0 1.0 90.0 0.0 143.5 -120.5 0.0 89 9 149.3_ -:44.8 1.0 1.0 48.2 0.0 149.3 -144.8 0.0 9 D C 42 5.0 -73.8 3 .0 3.0 0. 0 0.0 425.0 -7 8 3. 0.0 91 C 27 8.5 65.3 3.0 3.0 0.0 0.0 278.5 6 3 6 . 0.0 D - 4 5 4 -50.3 1.0 1.0 t 2.2 0.0 - 44.5 -5 3 0. 0.092 93 D 45.3 -91.8 1.0 1.0 169.0 0.0 -45.3 -91.8 0.0 94 D -37.8 -73.0 1.0 1.0 60.9 0.0 -37.8 -73.0 0.0 95 D -26.0 -70.5 1.0 1.0 -85.9 0.0 -26.0 -70.5 0.0 96 F 203.3 84.3 3.5 3.5 215.7 0.0 203.3 84.3 0.0 97 F 159.3 110.0 3.5 3.5 12.2 0.0 159.3 110.0 0.0 98 F 107.8. 161.8 3.5 3.5 188.7 0.0 107.8 161.8 0.0 99 F 322.8 -56.0 3.5 3.5 -18.1 0.0 322.8 -56.0 0.0 100 F 372,5 -36.8 3.5 3,5 17A 0.0 372.5 -36.8 0.0 101 F 377.5 1.8 3.5 3.5 153.8 0.0 377.5 1.8 0.0 102 F 335.5 6.0 3.5 3.5 228.3 0.0 335.5 6.0 0.0 103 F 339.5 -33.3 3.5 3.5 -37.4 0.0 339.5 -33,3 0.0 104 E 558.3 38.5 13.6 13.6 0.0 0.0 558.3 38.5 3.6 105 E 494.0 -49.0 13.6 13.6 0.0 0,0 494.0 -49.0 3.6 106 H -26.3 161.3 1.0 1.0 180.0 0.0 -26.3 161.3 0.0 107 H -26.3 156.0 1.0 1.0 0.0 0.0 -26.3 156.0 0.0 108 H 460.3 65.0 0.5 0.5 0.0 0.0 460.3 65.0 0.0 109 H 497.3 65.5 0.5 0.5 0.0 9..0 497.3 65.5 0.0 110 H 637.3 69.8 0.5 0.5 -4,4 0.0 637:3 69.8 0.0 itt H 665.0 71.5 0.5 0.5 -5.2 0.0 665.0 71.5 0.0 112 G 546.2 132.3 6.0 6.0 92.2 0.0 546.2 132.3 0.0 113 G 546.0 109.3 6.0 6,0 87.8 0.0 546.0 109.3 0.0 114 G 578.0 133.0 6.0 6.0 0.0 0.0 578.0 133.0 0.0 115 G 579.8 109.0 6.0 6.0 0.0 0.0 579.8 109.0 0.0 116 E 648.9 48.3 13.6 13.6 0.0 0.0 648.9 48.3 3.6 117 E 273.0 -75.2 13.6 13.6 0.0 0.0 273.0 -75.2 3.5 118 E 310.3 41.3 13.6 13.6 0.0 0.0 310.3 41.3 3.6 119 1 475.0 62.0 5.5 5.5 180.0 0.0 475.0 62.0 0.0 120 1 483.3 6La 5.5 5.5 179.1 0.0 483.3 6L8 0.0 121 1 475,0 69.5 17.5 17.5 181.7 0.0 475.0 69.5 0.0 122 1 483.0 69.5 17.5 17.5 176.0 0.0 483.0 69.5 0.0 t23 E 57.5 -1.5 13.6 13.6 0.0 0.0 57.5 -1.5 3.6 ATISTI � Description Avg Max Min Max/Min Avg/Min Calc Zone '*1 0.3 fc 6.4 fc 0.0 fc N / A N / A t i i • � C 5 , 3 r���J s tit f t , } f S , �. ,. �f' •� .' fr. ✓r r . 1 I f' 'F wF f •f 1 f r F t j f t l �r. r r �• f t _i ;t. f a ! •F f 1 � ? „ : 5 S S I t , 93 r 7 i 0 i' 0.0 'E >i .< -I ri t f I F 3 x f:. H r,107,., �461 j 7 - I f £. 0.0 i � ? 45 f I f t: 0.e.lf , . f ' O.o I r ft [ o.0 r` 0.0 =3 x q! Y• 0.0 (�0.0 t h r •5. M f ii i r-, ,f t� / f ,I -�h l` 1 - r i'` l _ _ Ir •,. � 1 - '` `, ? ri.. � �, '� is 1 ' , I . l of 7. .. r�, 0. 0.0 f y t I i I 0111, 0.1 j l !°-f/r iI ' { i•z^t''ry� .y? �1, y S£, � 0.0 �`tT�S t - 0.1 } i f (({{ �l-_ if .� � tip. J , f', _ p• E ;� { r i i 1'• � , 3 .. o. � - I / i 4" - b l - E ~F• $ C-35 B-4 :1 Y s ' r 36 r �� - C , 0.1 B-37 ' l r C-39 i t t •r> i t' - 1 I y .. 1 '.1 I f -W.0.0 0.1 Q.. 2r9 E-1 0. 0.1 0.0 0.25 0.2 0.2 1i 0.0 0.0 0.0 0.1 0.0 0 0.2 E-2 :=3 } a 0.4 0.1 ` �, 0.0 0.1-52 010.1 0. f 1 t f w ✓t i ('f df 1:' E f 5 u r'f t J' a• t c: S 1 � l' i4 By- 42 0.0 � ��!~ 0.1 8-87 r pf s I < o t „� a i' ' � t 0.0 I PAVILiON W SUTURE PHASE) 1 � I .0 89 0.0 1 0.0 0.0 I < 0.0 .0.0 e �r xt _ THIS SHEET TO A PHOTOMETRICE USED FOR rP• ONLY Scale 1"=20' 0 20 40 AN J 1 ,/9 1 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecaison.com McKee Carson and Field Sport Concepts, Ltd. reserves its common la co • w 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, p uced, 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, ILtd. AL f H 01,, "`f r c� ROBERT B. MCKEE N0. 7783 Q ZONAL V�, Revisions: 1.10/17/03 CO CONMNTS Scale: H: I" = 20' Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE PRELiMIIVARY. NOT FOR CONSTRUCTION OCTAGONAL EXPOSED CONCRETE BASE BELOW GRADE — G CONCRETE FOOTING LAMP POST SECURED TO CONCRET BASE WITH GALVANIZED BREAK -AWAY ANCHOR BOLTS AS REQUIRED BY MANUFACTURER (MIN OF 4 5/8" DIA. x 18" LONG) PLAN ELA POLE INSTALL NUTS TO SECURE BOLTS PER MANUFACTURER INSTRUCTIONS 'REINFORCING: (4) #8 W/ #3 TIES 115) 12" O.C. (EXCEPT Id 3" FOR TOP 2 TIES) #6 GROUND WIRE Q D_d+2" d ACCESS PANEL FOR ELECTRICAL CONNECTION FINISHEGRADED 3" MIN. SCH DDUT E 40 PVC f I III III —II _ ° i 3/4" X 10'-0" GROUND =I =III=III ROD (COPPER CLAD STEEL OR COPPER) e ° 1 _1° "FOOTING DESIGN TO BE Itl ° < ° VERIFED BY CONSULTANT FOR ACTUAL SOIL CONDITIONS Al°4e° ° t a xD+6" DIA. SECTION/ELEVATION (MIN. 24" DIA.) CAST ALUMINIUM LIGHT FIXTURE y S M 0 FINIAL 1/2-13 HEX HE 8-32 X PAN HE SPIKES UVA 3,' 1/4- 2( HEX H1 REFLECTOR MOUNTING PLATE 10- 24 X 1/2" BUTTON HEAD HEX SOCKET ALL VISIBLE INTERIOR PARTS SHALL BE PAINTED BLACK MANUFACTURER: ANTIQUE STREET LAMPS INC., AUSTIN, TX. SUPPLIER: ICS RICHMOND, VIRGINIA; 804,358.2300 REFLECTOR HORIZONTAL PLANE BALLAST ASSEMBLY LENS FINIAL 1/2-13 HEX HE 8-32 X PAN HE UVA 3: 1/4- 2( HEX HI REFLECTOR MOUNTING PLATE 10- 24 X 1'/2" BUTTON HEAD HEX SOCKET ALL VISIBLE INTERIOR PARTS SHALL BE PAINTED BLACK MANUFACTURER: ANTIQUE STREET LAMPS INC., AUSTIN, TX. SUPPLIER: ICS RICHMOND, VIRGINIA: 804.358.2300 REFLECTOR HORIZONTAL PLANE BALLAST ASSEMBLY LENS FA —i I I —III —I I z z RIGID GALV. �Z(- cv CONDUIT CONCRETE BASE ON COMPACTED SUBGRADE halogen lamps et location MRI6 h UL listed, w 8 P to 42W. • Cast brass construction with stainless steel hardware. • Tamperproof design. • Supplied with 6% 12 gauge, 2 wire low -voltage cable and weather -tight cable connector. • 12 standard polyester powder coat finishes, • 1 standard brass finish. • Clear coat finishes are warranted for one year. • 6 5/6" diameter PVC housing. • Field -replaceable tempered glass lens on fixture. • 'O'ring sealed, raintight optical compartment. • Lens and shielding options are captive (I max.). • Sealed fixture is adjustable to 30' from vertical. • Watershed Lens- is a standard feature (see paged 93). • Transformer required, see page 78. The Chestnut'" is an ingrade fixture that is designed to "drain through". It utilizes the MRI6 halogen lamp to 42 watts.. Made of cast brass with stainless steel hardware, the fixture can be used for concrete pour and drive -over applications. The sealed MRI6 fixture is adjustable to 30° from verticail, Also available in solid aluminum as a'MOD', MR16 fixture (42 watt max.) • GRADE + 1=! Q I=f I I _ IIIIIiLiI �IIIIIIIii CH-17 75 _12 L3 . BKS -FO SHO STD I II I II I I II I II I IT Saries�� 12° — Lamp — Volfa le Lens 7116" Finish Filter ®000❑971 ' Shielding Std/Mod 0000001 Series: CH • Chestnut 0000001 Lamp: 0 - By others Gravel for drainage 000001- 10 - ESX-20W-12" N. Spot 14 - FMW-35W-40' Flood 000000 11 • BAB-2OW40° Flood 15 - EYRd2W-12* N. Spot (by others) o gQQ001 12 - FRB-35W-12' N. Spot 1 YP-4 W- ° N. of 13 - RA-35W-23° Spot 1T - EYP-42W-40° Flood (4) Hex head stainless screws .. Voltage: 12V ... Lens Option: LO - None L1 • Prismatic L2 - Linear L3 -Softening Filter: FO - None FM - Mercury vapor FR - Red FP - Pink FA - Amber Finish: Specify a finish code below or use: G- reen FLB -Light blue FMB -Medium blue CPF - Custom Paint Finish SPF Standard Paint Finish (to be determined) month: BKS - Black WHS - White BRS - Bronze SIS • Silver Shielding: SHO •None SH6 - Honeycomo Louver _vrHS - Chrome NBS -Natural Bronze Textured: BKT - Black WHT - White BRT - Bronze VET -Verde SAT - Sand StdlMod: STD Indicate only when specifying a standard. Brass: NAT -Natural finish (with satin clearcoat) OD -Indicate when specifying any modification. NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 ACCENT FLOODLIGHT (CYPRESS) MANUFACTURER SPECIFICATION SHEET GASKET UVA 3: GASKET E-SERIES LUMINAIRE BASE— —10-24 X 1/2 E-SERIES LUMINAIRE BASE —�► —10-24 X 1/2 " PAN HEAD PHILLIPS PAN HEAD PHILLIPS 1/4- 20 X 1/2" 1/4- 20 X 1/2" HEX HEAD SET SCREW n o HEX HEAD SET SCREW ® AD-041 CAST ALUMINUMLIGHT F! T 1/ 35/35 AD-01 MANUFACTURER: ANTIQUE STREET LAMPS, INC. AUSTIN, TX. DRAWING 0: L-5574A SUPPLIER: ILLUMINATION CONCEPTS AND SALES RICHMOND, VIRGINIA; 504.358.2300 B UVA 35 LUMINAIRE 23 6" A 1 /7" 1" DIA, WIREWAY 4 X 9/16" DIA. TYP. VIEW A -A VALL BRACKET: HALL BE ALUMINUM CONSTRUCTION CONSISTING )F A DECORATIVE ARM WITH 3" TENON FOR UMINAIRE MOUNTING. 'INISH: HALL BE FURNISHED WITH A BLACK POWDER 'OAT FINISH. TOTE: kLL HARDWARE SHALL BE STAINLESS STEEL. ALL .-ASILY ACCESSIBLE EXTERIOR HARDWARE SHALL 3E TAMPER RESISTANT. , �• AD-045 Lo SECTION N.T.S. 23 SECTION, DETAIL N.T.S. ♦ A.L.. A. ,. .. .. . _.. ......... .. • <.,„«-.: ��,>w_.,.rw �;. ,-,,.,,t:�..:..,� �'.:.:.-..�.w:, x�..,:,a*�.�-�.,:>e..,,><,.",.�.�-�., ,k .., .:-1.. ,.,.-,,.v,.-..;.r".;..� .,..H - ...... ..e TM ine pegT Cypress Series" e Y .^ _ M L -. • O �3•sw4 f1'_ yr- �"^«. y4tiJ �. �f � •: :}'y, �=v ' ' � UL listed, wet location, MRS hak"o:n lamps- irt°f'`7,;f�� to 20W.,•.',:., ' ,�r Machined aluminum construction can. stue!a.s • '��s` 7 r -� ,r ' or W :w: _ : ;,y,^' `) a.; �..,fS '' ! 1'kya .... ..., ,: ,,.,- fac .. : steel hardware. • UL listed, wet location, PAR30 35W 70 = ' < , .: (g� _ UL® listed, wet location, MRB halogen lams Sf�¢,. _ • S rs"'.,.�.`� h.- :.�x� .a` � ,� lamps. -71;ti' '°rf � z ��:.. "F-�: • Tamperproofdesi n. motal halide amp 1 to 35W. :r� ' iz: n � ig .s' s+ •' t ` ini .i oho .�.;,; ro 12 standard polyester coder coo s. r-z.•... �4,, Machined aluminum construction with stainless ,.,, -, , '`ia � f P Y Po T ". 4` Aluminum construction with stainless steel hardware. 1 Yt' .t.^... +,u. • - ."Sy ••r S • steel hardware. ` Sealed mounting knuckle- :' .;! . „� ,; '-{ '. r; 11kkk•r,, ! 12 standard polyester powder coat finishes. -, - e.. R ,,ft. $- ar., • Tamperproof design. "`-d* � 4 ��: � ,, t., 1. °�•axt� $ :. ; � r• �.-.,-. :° ��:.` '''•;'::: c C�.. a Field -replaceable tempered glass lLns. .�„ ti. ,� >�;,. ✓•^' v .. .;u-, ,. ',«. ,3 -, Mounting hardware supplied. ,.. "n.... �" °'-.. .. • 12 standard polyester powder coat finishes- ->r �"' ' -• - `^ � , ', �- %'1'� " '�' %='/z� � ;.; „a ' �" r � ( 'Lens sealed, ra,nnght optical compartment. P Y P ,. ,' <� Supplied with 6', 12 gauge, 2-wire low -voltage cable ,';�, , r, :... :., - ,. -.,' - .'° Lens and shieldingoptions are captive 3 max.). ..:d�. Sealed mounting knuckle. ' ' ,.� •,,. �•"' 1a -.. ,;. r"". :u.. �+:; ,, 'l and weather tight cable connector. �" `--..,":•Y� `'�' � t r;.� frC ' P ( Field -replaceable tom ered lass lens- ,„ ,. ,... ;. ,' � N�. :.: .. ,_.,)„ x�`' ,4��,tw�, ", Tapered Sure -Lock'" knuckle design. A • P g -, ;, ,� sz°,w ,,},y;��. „a�,af �s, ;:. , : -_��: ,. Field -replaceable tempered glass lens. ? ``�+.!t. .: .. r,.,`e;i,�� ..,;'•� ) _,:. �'=�� F • 'O' ring sealed, rainti ht optical compartment. r M1; v "�, ` t. fa. - . ;.xx�1„ , '{, 90°C rated supply wire required. ....�. �t-V` r „,.. 'Cy -ring sealed,ramtightopticalcompartment. ,_ ,. � T � �; - - • Lens and shieldingoptions are captive 3 max.. t-• ,- r'- "' ''-:* 1 •'-�'. a'' i '.' - " ,, �. , .:� . _ See Accessories' section for mount„;;options. _ P P ( ) _ - .. � •%'., Lighting pattern has forward throw and : ,.�. - sa. _ '1', �7�. e - • Two-piece, tapered Sure -Lock'" knuckle design with # '' i - ^r s�-, ?'" t -,.= r Transformer required, see pages 68-78. P Pe g �r� ^: lateral distribution. y .. S ,z .. 350° rotational aiming. > r , Tamperproof design. ," 4 - � n• , r ,; r ate. ,3s4 • ' . .. r r" , ,.n iT. _ -. - ' s is For use with 35W or 70W metal halide ballast, see „ ,, - � . ,...; ,. ,,, .. ,>t� ,, u., r, ti.. , v�,., ,.. ,_ ,. ,� Pi- , 5° • : � - - • d - .. _; Transformer required, see page 78. '.. •' . ;+ryY ..,-w.. eGu ,w ... , ,: pfY tv ^�.,.. A „.. ,. .. Sa., + ,,:.. '.-1r,�:.mod. .S'„!f .. .,4+. .: F' Z<Y=^5*a•Y 21- ,,,>.: - -'� �: . ,. a �,. ., ce•. .,, .. � .: : �. ^ - b' Fa*7,. :7�"40- ., �' .�"'' �%:".:..z fi .c, , page F Not for mounting on combustible surfaces. • See Accessories'section for mounting options. ' .�' ",„ .;gi ,,� ;v, - r < ..-.� ,,..� -,: « ", _ <, • _ . N.T.S The Pine Series'" utilizes the popular 35 or 70 watt PAR30 metal halide lamp. Choose from three cap styles and three electronic ballast styles. It features a two-piece knuckle for 350' rotational aiming. See page 21 for ballast styles and specifications. 7 metal halide lamp (0 watt . / 7watt max) �\ 161/4' �113l4" g 314" y 51/2" 2112' C3 C2 011 o pl.76 120 L3 BKS FO SH6 C1 B1 STD Two-piece knuckle for--" Series 360' rotational adjustability 1/2 NPS] Lamp thread Voltage 112' Lens Finish Finish: Specify a finish code below or use: Filter SPF - Standard Paint Finish (to be determined) Shielding Smoo c K act VPHS=Wiiife BRS- ,00ze - ,Ivor Cap �HS •Chrome NBS -Natural Bronze Ballast Style Textured: BKT - Black WHT-White BRT- Bronze ' Ballast Option VET - Verde SAT - Sand Sfd/Mod Filter: F0 _None FM -Mercury vapor FR-Red FP -Pink FA -Amber • Series: PI - Pine F reen FLB -Light blue FMB -Medium blue Shielding:$He - None SH6- Honeycomb. Louver Lamp: 0 - By others Cap: C7 • Flush C2 - Lens and lamp recessed 72-35PAR301MH/SP70 74-70PAR30/MH/SP10 O - agree 73 - 35PAR30IMH/FL30 75 - 70PAR301MH/FL40 Ballast Style: Bt, B2, B3 (See page 21). Voltage: 120V r 27TV Ballast Option: 0 - None PC - Concrete pour collar ]ndicate onwhen a stand Lens Option: LO - None Lt - Prismatic L2 - Linear L3 -Softening SIdIMvd: tT6 -11nd Indicate when specifying any modification. NOTES; 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 SIGN FLOODLIGHT (PINE) MANUFACTURER SPECIFICATION SHEET N-T.S The Agate'" is probably the smallest step lighter made, yet powerful enough to do the job. Optics are designed to produce a wide lateral distribution and long forward throw. For photometrics, see page 88. +—Tdia.— MR8 halogen lamp 35 watt max) — 2112'O.C. AG 44-12V-BKS-FO -STD Sor Lamp JI Voltage Finish Filler StdlMod Series: AG - Agate Lamp: Lamp must be ordered with fixture. 42 _20 0 Voltage: 12V \others) 15/8" diameter core drill hole (y Finish: Specify a finish code below or use: CPF -Custom Paint Finish S - Standard Paintins to a etermme Smooth: - ac WHS - While BRS - Bronze SIS - Silver rory HS -Chrome NBS - Natural Bronze Textured: BKT-Black WHT - White BRT.Bronze VET Verde Verde SAT -Sand Filter: FO _None FM - Mercury vapor FR - Red FP - Pink FA - Amber reen FLB-Light blue FMB-Mediumblue StdlMod: I Indicate only when specifying a standard. MOD - Indicate when specifying any modification. 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 STAID LIGHT (AGATE) MANUFACTURER SPECIFICATION SHEET The Cypress Series' is among the smallest low -voltage fixtures made. just 1 3/8" in diameter and 4" long, this exclusive new product will fit where other fixtures won't. Available in twelve standard powder coat finishes, four cap styles and utilizes the MRS halogen lamp. All cap styles hold up to three lens, filter or shielding options. / MR8 halogen lamp (20 watt max.) /\d3/4'�8•\ /\45/8" 13/ '. 4. C4 C3 C2 c1 1 518" CYBR 43 12 L3 BKS FO SHO 01 STD V2" NPS thread —>- Series Larne 1l2" Voltage Lens Finish Finish: Specify a finish code below or use: Filter CPF - Custom Paint Finish Shielding SPF Standard Paint Finish (to be determined) Cap Smooth BKS-Black WHS-While BRS-Bronze SIS-Silver StdlMod N vory CHS -Chrome NBS - Natural Bronze Textured: BKT-Black WHT - White BRT- Bronze Series: CY-Cypress VET -Verde SAT -Sand Lamp: Lamp must be ordered with fixture. Filler: FO _None FM - Mercury vapor FR -fled FP - Pink FA - Amber 2 - 20W - 10 N 5p- r en FLB - Light blue FMB - Medium blue 43.20W • 23° Flood Shielding: SHO - None SH6 - Honeycomb Louver Voltage: 12V Cap: Ct -Flush C2 - Lens and lamp recessed C3 - 45 agree C4 - Lens flush, lamp recessed Lens Option: LO - None L1 - Prismatic L2 - Linear L3 - Soiening L4 -Watershed (see page 93) StdlMod: STD Indicate only when specifying a standard. MO Indicate when specifying any modification. 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 WELL LIGHT (CHESTNUT) N.T.S. 23 MANUFACTURER SPECIFICATION SHEET N.T.S. /9 E� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeeGarson.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. op �1�P o UROBERT B. MCKEE� NO. 7783 �ssl ANAL bl�l�ti Revisions: 1.10/17/03 CO. COMMENTS Scale: N.T.S The Pine Series'" utilizes the popular 35 or 70 watt PAR30 metal halide lamp. Choose from three cap styles and three electronic ballast styles. It features a two-piece knuckle for 350' rotational aiming. See page 21 for ballast styles and specifications. 7 metal halide lamp (0 watt . / 7watt max) �\ 161/4' �113l4" g 314" y 51/2" 2112' C3 C2 011 o pl.76 120 L3 BKS FO SH6 C1 B1 STD Two-piece knuckle for--" Series 360' rotational adjustability 1/2 NPS] Lamp thread Voltage 112' Lens Finish Finish: Specify a finish code below or use: Filter SPF - Standard Paint Finish (to be determined) Shielding Smoo c K act VPHS=Wiiife BRS- ,00ze - ,Ivor Cap �HS •Chrome NBS -Natural Bronze Ballast Style Textured: BKT - Black WHT-White BRT- Bronze ' Ballast Option VET - Verde SAT - Sand Sfd/Mod Filter: F0 _None FM -Mercury vapor FR-Red FP -Pink FA -Amber • Series: PI - Pine F reen FLB -Light blue FMB -Medium blue Shielding:$He - None SH6- Honeycomb. Louver Lamp: 0 - By others Cap: C7 • Flush C2 - Lens and lamp recessed 72-35PAR301MH/SP70 74-70PAR30/MH/SP10 O - agree 73 - 35PAR30IMH/FL30 75 - 70PAR301MH/FL40 Ballast Style: Bt, B2, B3 (See page 21). Voltage: 120V r 27TV Ballast Option: 0 - None PC - Concrete pour collar ]ndicate onwhen a stand Lens Option: LO - None Lt - Prismatic L2 - Linear L3 -Softening SIdIMvd: tT6 -11nd Indicate when specifying any modification. NOTES; 1, CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 SIGN FLOODLIGHT (PINE) MANUFACTURER SPECIFICATION SHEET N-T.S The Agate'" is probably the smallest step lighter made, yet powerful enough to do the job. Optics are designed to produce a wide lateral distribution and long forward throw. For photometrics, see page 88. +—Tdia.— MR8 halogen lamp 35 watt max) — 2112'O.C. AG 44-12V-BKS-FO -STD Sor Lamp JI Voltage Finish Filler StdlMod Series: AG - Agate Lamp: Lamp must be ordered with fixture. 42 _20 0 Voltage: 12V \others) 15/8" diameter core drill hole (y Finish: Specify a finish code below or use: CPF -Custom Paint Finish S - Standard Paintins to a etermme Smooth: - ac WHS - While BRS - Bronze SIS - Silver rory HS -Chrome NBS - Natural Bronze Textured: BKT-Black WHT - White BRT.Bronze VET Verde Verde SAT -Sand Filter: FO _None FM - Mercury vapor FR - Red FP - Pink FA - Amber reen FLB-Light blue FMB-Mediumblue StdlMod: I Indicate only when specifying a standard. MOD - Indicate when specifying any modification. 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 STAID LIGHT (AGATE) MANUFACTURER SPECIFICATION SHEET The Cypress Series' is among the smallest low -voltage fixtures made. just 1 3/8" in diameter and 4" long, this exclusive new product will fit where other fixtures won't. Available in twelve standard powder coat finishes, four cap styles and utilizes the MRS halogen lamp. All cap styles hold up to three lens, filter or shielding options. / MR8 halogen lamp (20 watt max.) /\d3/4'�8•\ /\45/8" 13/ '. 4. C4 C3 C2 c1 1 518" CYBR 43 12 L3 BKS FO SHO 01 STD V2" NPS thread —>- Series Larne 1l2" Voltage Lens Finish Finish: Specify a finish code below or use: Filter CPF - Custom Paint Finish Shielding SPF Standard Paint Finish (to be determined) Cap Smooth BKS-Black WHS-While BRS-Bronze SIS-Silver StdlMod N vory CHS -Chrome NBS - Natural Bronze Textured: BKT-Black WHT - White BRT- Bronze Series: CY-Cypress VET -Verde SAT -Sand Lamp: Lamp must be ordered with fixture. Filler: FO _None FM - Mercury vapor FR -fled FP - Pink FA - Amber 2 - 20W - 10 N 5p- r en FLB - Light blue FMB - Medium blue 43.20W • 23° Flood Shielding: SHO - None SH6 - Honeycomb Louver Voltage: 12V Cap: Ct -Flush C2 - Lens and lamp recessed C3 - 45 agree C4 - Lens flush, lamp recessed Lens Option: LO - None L1 - Prismatic L2 - Linear L3 - Soiening L4 -Watershed (see page 93) StdlMod: STD Indicate only when specifying a standard. MO Indicate when specifying any modification. 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 WELL LIGHT (CHESTNUT) N.T.S. 23 MANUFACTURER SPECIFICATION SHEET N.T.S. /9 E� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeeGarson.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. op �1�P o UROBERT B. MCKEE� NO. 7783 �ssl ANAL bl�l�ti Revisions: 1.10/17/03 CO. COMMENTS Scale: AS SHOWN Date: 04/28/03 Project No.: 0219 Designed: SWE Checked: SWE OrA -� LO a dA LAal- S 1 67 FEATURES & SPECIFICATIONS INTENDED USE - For building- and wall -mounted applications. CONSTRUCTION - Rugged, die-cast, single -piece aluminum housing. Die- cast door frame has a 118" thick tempered glass lens. Door frame is fully gasketed with one-piece solid silicone. FINISH - Standard finish is new textured dark bronze (DDBT) corrosion - resistant polyester powder finish, with other architectural colors available, OPTICAL SYSTEM - Segmented reflectors for superior uniformity and control. Reflectors are interchangeable. Three full cutoff downlight dis- tributions available: FT (forward throw), MD (medium throw) and WT (wide throw). Four uplight distributions available: FTU (forward throw, 10% up), MDU (medium throw, 10% up), WTU (wide throw, 10% up) and MDU5 (up/down medium throw, 50% up 50% down). ELECTRICAL SYSTEM - 5OW-150W utilizes a high reactance, high power factor ballast. 353 utilizes a reactance high power factor ballast. 175W utilizes a constant -wattage auto transformer ballast. Quick disconnect plug easily disconnects reflector from ballast. Ballasts are copper - wound and 100% factory -tested. Porcelain, medium -base socket with copper alloy, nickel -plated screw shelf and center contact. UL listed 660W, 600V 4KV pulse rated. INSTALLATION - Universal mounting mechanism with integral mounting support allows fixture to hinge down. Bubble level provides correct alignment with every installation. LISTING - UL Listed (standard). CSA Certified (see Options). Suitable for wet locations (damp location listed in lens -up orientation). WLU option offers wet location listing in up orientation (see Options). IP rated. Catalog Number ^' Notes Type Decorative Wall -Mounted Lighting WSR jr METAL HALIDE 5OW-175W HIGH PRESSURE SODIUM 35W-150W Standard dimensions - WSR Length: l&0 (45.7) Depth: 9.0 (22.8) Overall Height: 7.25 (18.4) Max. Weight:30 has (13.6 kg) All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate WSR 175M WT Series Distribution Voltage Example: WSR175M Fr1ZO SF LPI DNAT line. PE, DWHG Options WSR Metal Halide Downlight Distributions 120 Shipped Installed In Fixture Architectural Colors' 50M FT Forward throw 208' SF Single fuse (120, 277, 347V, Standard) Textured Colors 70M MD Medium throw 240' n/a TB) DDBT Dark bronze (std.) loom (coated lamp aid.) 277 DF Double fuse (208. 240V, n/a DSST Sandstone 150M WT Wide throw 3q7 TB or TSV) DNAT Natural aluminum 175M TB' EC Emergency circuit DWHG White Up/Dawn Distributions (25W max 120% inc andes- High Pressure Sodium FTU Forward throw with 76V cent lamp included) DBLB Black 35S' 10% uplight DC12 Emergency circuit 12 volt Optional Textured Colors MDU Medium throw with 50S (35W lamp included std.)' DBNH Bronze 10% uplight (coated (IRS Quartz restrike system DSPD Dark gray 70S lamp std.) togs WTU Wide throw with 10% 000W max 120V, quartz lamp not included) DSPJ Light gray 150S uplight CH Corrosion -resistant finish DSPE Green MDU5 Up/down medium (epoxy clear coat over paint) DSPG Dark red throw with 50% CRT Corrosion -resistant (Teflon, DSPF Rust uplight & 50% black only) DSPH Red downlight (coated PE Photoelectric cell -button lamp std.) type (n/a TB/TBV)' Striping WLU Wet location door for up SODS Dark bronze orientation SDWH White IDS Internal backlight shield' SOBL Black NOTES: DFL Diffusing lens SDNA Natural aluminum 1 12OVonly 2 Consult factory for availability in Canada. LPI Lamp included (std.) SDSS Sandstone 3 Optional multi -tap ballast(120,208, 240,277V);(120, p ULP Less lamp SDTG Tennis green 2 in Canada). CSA CSA Certified SDBR Bright red Optional 4 optional yenta-top,.).ballast metal0 halide only. 480V; not avadabtem Canadal. 176W metal halide only. Shipped Separately SDBUA Dark blue 5 Not available with SF, OF orQRS. WSBBW Surface -mounted back box SOGYM Gray 6 Must be ordered with fixture; cannot be field installed. UTS Uptiit5 degrees SDYLB Yellow 7 Notavailablewith medium throw( MD) distribution. WSRWG Wire guard' 8 Additional architectural colors available; see www.lithonia-com for more information. WSRVG Vandal guard° NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLT PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR AS NOTED. 3. MANUFACTURER: LITHOINIA LIGHTING INC, CONYERS, GA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 WALL PACK MANUFACTURER SPECIFICATION SHEET N.T.S. Transformers Electronic F fir?, • ULO listed, wet location*. twF r a_k-Yr Primary voltage, 120V, 60 Hz. ) r c e • Secondary voltage, I I.BV, • Fully dimmable. 4 r • 60VA, 75VA and I SOVA versions available*. 120V or 230V input available. • Minimum load w/o dimmer: IOW- Series No. output Length Width Height 4- TE60-120V 6OVA 21/16" 1114" 3/4" TE60.230V 60VA 21/16" 11/4" 3/4" TE75.120V 75VA 21/16" 11/4" 3/4" TE75-230V 75VA 21/16" 11/4" 3/4" TE150-120V 150VA 61/2" 11/2" 11/2" TE150-230V 150VA 61/2" 11/2" 11/2" • Not ULO listed for 75W and 15OW ingrade or ground mounting applications. Magnetic • Stainless steel enclosure. • ULO listed, wet location. Primary voltage, 12OV. • Secondary voltage, 12V, 13V, or 14V. 3 foot, 12 gauge line cord supplied. • Timer option available • Timer and photocell option available. • Magnetic breakers standard. • Wiring terminal block. • Fully dimmable. • Outdoor use only. Standard w/ Timer w/ Timer and Photocell TM200 TM201 TM202 TM300 TM301 TM302 TM600 TM601 TM602 TM900 TM901 TM902 Series No. Output Length Width 200VA 15" 51/4"TM300 300VA 15" 5114"TM600 OlHeightTM200 600VA 16" 51/4"TM900 900VA17" 6" Magnetic Ingrade • Stainless steel enclosure. • UL® listed, wet location. • Primary voltage, 120V. • Secondary voltage, 12V. • Fully dimmable. • Easy opening enclosure with knockouts for hardwiring. • Internal and external fittings provided. • Available in 220V, 240V or 27N series No. Output Length Width Height TMI300 300VA 101/2" 41/2" 41/2" TMI600 1600VA 1101/2" 41/2" 1 41/2" NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING AND GROUNDING REQUIREMENTS. 2. FINISH COLOR: STANDARD. 3. MANUFACTURER: WINONA LIGHTING INC, WINONA, MN. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 MANUFACTURER SPECIFICATION SHEET LU AI SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts ANTIQUE STREET SEGMENTED MVR 2510 / U ITL488 1.iES 20500 0.75 0 O❑ A 3 LAMPS-BLT33S-B- SPECULAR PC.-CC-M250- HAMMERTONE (TYPE V IES REFLECTOR VERTICAL CUTOFF LAMP LOCA N. T. 11 i/All (4" O.D. ACRYLIC POLYCARBONATE TUBE P BY OTHERS E III OR V SS REFRACTOR LAST EMBLY Y MANUFACTURER: KING LUMINAIRE, JEFFERSON, OH SUPPLIER: ILLUMINATION CONCEPTS AND SALES RICHMOND, VIRGINIA; 804.358.2300 \1/2-13UNC GROUNDING STUD (4)-1" SLOTTED HOLES ON A 12" DIA BOLT CIRCLE PART LINE T ACCESS DOOR SECTION &A BASE DETAIL SPECIFICATIONS CATALOG NO.: KL-_ P-I C-TBA-TBA-TBA-TBA QUANTITY: SEE PHOTOMETRIC PLAN aADE MATERIAL: FERRONITE D.I. OR ALUM. COLOR: BLACK PROT. TUBE MAT'L.: POLYCARBONATE OR ACRYLIC IES CLASSIFIC.: TYPE III OR V WATTAGE: TBD LIGHT SOURCE: HPS LINE VOLTAGE: TBA ANCHOR BOLTS: (4) 1/2" X 10" BALLAST MFGR.: ADVANCE / MAGNETEK CATALOG NUMBER: TBA / TBA LAMP: BY OTHERS C BOLLARD I AC I i' W ,& AD-046 24 DETAIL, SECTION N.T.S. L I LOCATIONS Location No. Label X Y Z MH Orientation Tilt X Aim Y Z 1 A 55.7 54.1 13.6 13.6 0.0 0.0 55.7 4.1 0.0 2 A 96.4 54.1 13.6 13.6 0.0 0.0 96.4 .54.1 0.0 3 A 137.2 54.1 13.6 13.6 0.0 0.0 137.2 54.1 0.0 STATISTICS Description Avg Max Min Max/Min Avg/Min VERTICAL FOOTCANDLE 3.9 fc 196.4 fc 0.0 fc N / A N / A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.9 0.0 ,0.o 0.o 0.o 00 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q0 0.0 0.0 0.0 010 . 0.0 . 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 Q0 0.0 0.0 0.0 0.0 0.0 0.0 POLE SPACING IS , 3 TIMES 00 0.0 0.0 0.0 00 00 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 00 0.o OA 00 0.Q OA 0.0 OA OA OA 0.0 0.0 OA 0.0 0.0 0.0 OA 0.0 0.0 0.0 00 00 0.0 00 0.0 0.0 0.0 00 0.0 0.0 00 0.0 0.0 OA 0.0 0.0 �Q THE MOUNTING HEIGHT OF 13.6' = 4+0.3' 00 0.0 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.o 0.0 00 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 out 0.0 0.0 00 0.0 0.0 00 0.0 0.0 0.0 me 0.0 0.0 00 0.0 me 0.0 0.0 0.0 0.0 0.o 0.0 00 me 0.0 04 0.o 0.0 0.0 0 o 0.0 0.0 0.0 00 0.0 RO 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 QO Q.0 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 GA 0.0 0.0 Q.0 00 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 00 0.0 me 0.0 0.0 0.o 0.0 0.0 0.0 00 00 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 00 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 00 me 00 00 0.0 00 00 0.0 0.0 0.0 me 0.0 0.0 me 00 0.0 0.o 0.0 00 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 am 0.0 0.0 0.0 00 00 00 0A 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 00 0.0 00 me -- -- .... .... ,.,. fin fin OO 0D de 0.0 00 0.0 00 00 00 0.0 me 00 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 OX 00 00 0.0 0.o 0.0 0.0 0.0 00 00 00 0.0 ,/9 IC McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeec-arson.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. vROBERT B. MCKEE� NO. 7783 'C Q w KNI01VAL ��'� I U ;-4 Revisions: 1.10/17/03 CO. COMMENTS Sheet No.: w/ Timer and Standard w/ Timer Photocell TMI300 TM1301 TM1302 TMI600 TM1601 TMI602 Off: 35 PRELIMINARY, NOT FOR CONSTRUCTION KA PPA SIGMA V I hvdr Nk 41?.� V % IT— V nj Y_ -k� J _7 `Q1 4� .. .... .... -4.-Al, lk 'A -1 A_ A A _7 "' 7, vv. I . . . . . . . . . . Y. 17 -7 --",1 7 z 5 lih X�I A > V 1c" Z i ff 021 MAI- 0 L 7., J., A v A I A '2 PAVILION V PAVILION (FUTURE PHASE) ION III PAVIL 7— r 7— ...... ..... V .... ..... . . . ..... . ...... . . ...... .... . . A/ .... . .......... 2 ... . . .... ....... ..... .. ..... ... .. 7 C\J AA P 0 U L LIJ < r . . . . ......... ... f . .. ... . .... Lu LLJ U) GAZEBO 0 ..... . ........... ....... ... . < .... . . ... .......... 12 ....... ... . r IIJ1 PAVILION VI PAVILION IV (FUTURE PHASE) (FUTURE PHASE) A V/00/v (FUP � , 4;.- - `� I - ;' TURE PHAE) THIS SHEET IS NOT FOR THE PURPOSES P IA hl OF COUNTY REVIEW/APPROVAL A . . . ...... .. -A, `7777 q N ........ L V. THIS SHEET TO BE U ED FOR IRRIGATION PURPOSES ONLY g Y J Scale V=20' A M,0`1 f IVIVIL L L7 U/9 L RESEARC-IN"' GR01.1,P A 0 20 40 NMU ,/yjr, Z.J McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeec-arson.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 e)Vess permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pLTH op ;,O.�,N ROBERT B. MCKEE NO, 7783 A� K��IOXAL V�� Revisions: 1. 10/17/03 CO. COMMEMS Scale: H: 1" = 20' Date: 4/28/03 Project No.: 0219 Designed: SWE Checked: SWE PRF-UMINARY: NOT FOR CONSTRUCTION Irrigafion Legendd Notes HEADS - TORO 670Z SERIES - 12" HIGH POP SPRINKLER HEAD FITTED WITH FIXED SPRAY NOZZLE. 0 - TORO 670Z SERIES - 4" POP UP SPRINKLER HEAD FITTED WITH FIXED SPRAY NOZZLE, 0 - TORO MINI 8 SERIES GEAR DRIVEN MULTIPLE NOZZLE POP-UP SPRINKLER WITH 4" POP-UP STROKE. - TORO 340 SERIES GEAR DRIVEN MULTIPLE NOZZLE 12" HIGH -POP SPRINKLER WITH 12" POP-UP STROKE, A - TORO S800 SERIES GEAR DRIVEN ROTARY POP-UP SPRINKLER WITH 5" POP-UP STROKE. s 0 - TORO S700 SERIES GEAR DRIVEN ROTARY POP-UP SPRINKLER WITH 12" POP-UP STROKE. PIPE - DENOTES ROUTE OF PR 200 PVC LATERAL PIPING. LATERAL PIPE SIZING SCHEDULE ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1" PR 200 PVC PIPE GREATER THAN FIFTEEN UP TO THIRTY-FIVE GPM USE 1-1/2" PR 200 PVC PIPE GREATER THAN THIRTY-FIVE UP TO FIFTY GPM USE 2" PR 200 PVC PIPE — — - DENOTES ROUTE OF 2" PR 200 MAIN LINE PIPING. VALVES O - LOCATION OF ELECTRIC 24 V.A.C. REMOTE CONTROL VALVE WITH FLOW CONTROL FEATURE (MODEL # TORO P220-26-06). - LOCATION OF MAINLINE ISOLATION GATE VALVE. THE ISOLATION VALVES SHALL BE LINE SIZE. CONTROLLER A - LOCATION OF THE IRRIGATION CONTROLLER. THE CONTROLLER SHALL BE TORO CUSTOM COMMAND SERIES SOLID STATE UNIT WHICH SHALL BE OF THE WALL MOUNT STYLE. THE CONTROLLER SHALL BE OF THE MODEL NUMBER CC-M48, THE CONTROLLER SHALL BE MOUNTED IN THE APPROXIMATE LOCATION SHOWN ON THE PLAN. - ALL ELECTRICAL CONNECTIONS AND INSTALLATIONS SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. - ALL 120 VAG WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE ELECTRICAL CODE REQUIREMENTS. NOTE: THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING A 1.20 VAC POWER CIRCUIT AT THE CONTROLLER LOCATION. THE POWER SOURCE SHALL BE CAPABLE OF SUPPORTING A 10 AMPERE LOAD AT 120 VAC. BACKFLOW PREVENTION - DENOTES THE LOCATION OF REDUCED PRESSURE BACKFLOW PREVENTER (FEBCO) ASSEMBLY WHICH SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. THE BACKFLOW SHALL BE 1.5" IN SIZE. WATER SUPPLY O- DENOTES THE LOCATION OF THE PROPOSED IRRIGATION METER. THE METER SHALL BE THE OWNER'S RESPONSIBILITY. THE METER SHALL BE 1.5" IN SIZE. - THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING 40 GPM AT 70 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM AS DESIGNED AND SPECIFIED. IF THE NECESSARY PRESSURE IS UNAVAILABLE, A BOOSTER PUMP WILL BE REQUIRED. SLEEVING - DENOTES LOCATION OF PVC SLEEVES FOR IRRIGATION PIPING. SIZE OF SLEEVES TO BE TWICE THE SIZE OF THE IRRIGATION PIPING CONTAINED WITHIN. - WHERE WIRE RUNS OCCUR, A SEPARATE PVC ELECTRICAL CONDUIT SLEEVE SHALL BE USED FOR 24 VAC WIRING PER ELECTRICAL CODE. NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN NATURE. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO MAKE MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR HIS REPRESENTATIVE. - THIS DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWINGS SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET BY THE CLIENT AND/OR PROJECT OWNER (I.E. AREA TO BE IRRIGATED, MANUFACTURER'S EQUIPMENT TO BE EMPLOYED, WATER SOURCE SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION SYSTEM USE, ETC.). SMITH TURF & IRRIGATION CO. BEARS NO RESPONSIBILITY OR LIABILITY FOR ANY ERRORS IN DESIGN OR APPLICATION WHICH MIGHT ARISE DUE TO INACCURACIES IN THE ABOVE REFERENCE INFORMATION SUPPLIED TO SMITH TURF & IRRIGATION CO. IN RELATION TO THIS SPECIFIC PROJECT UNLESS OTHERWISE NOTED. 0- DENOTES SYSTEM ZONES SMITH TURF & IRRIGATION CO. P.O. BOX 6327 • RICHMOND, VIRGINIA o23230-0327 (804) 355-6404 • D I S T R I B U T 0 R S- (800) 752-7931 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Cha►lottesvilie, VA 22902 434-979-7522 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. ,�AI.TH op o ' �ROBERT B. MCKEE NO. 7783 ONAL U Revisions: 1.10/17/03 CO. COMMENTS Scale: H:1" = 20' Date: 04/28/03 Project No.: 0219 Designed: S Y Y P., Checked: SWE Sheet No.: am PRELIMINARY: PA GOOD FOUNDATION MATERIAL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL BEDDING 3 STONE x STABLE SOIL ROCK x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE r C4 INITIAL N SOIL 8" `V 8" BACKFILL g" 8" MIN. MIN.-=_ IN MIN. #68 STONE = O #68 STONE O /ST"ABLE SOIL OR ROCf STABLE SOIL OR ROCK NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING DETAIL 77 120" WALL SLEEVES W/ WATERPROOF SEAL BLOCK 18" MIN. D . TEST CONNECTION a' . ° STRAINER METER 18" MIN. ° peQ 0 5„Mlrt NI 0 6"MIN. LAYING LENGTH (MIN) 18" MIN. 6 MIN' - 3" STANDARD METER=19.25" 3" COMPOUND METER_24.25" 72' UD-010 N.T.S. MIN. 24" X 36" ALUMINUM ACCESS HATCH OVER METER AND TEST TAP STEPS SHALL BE RUBBER COATED TEST CONNEC)TION STEEL, WEDG-LOK AS MAN. BY DELTA COUPLING : PRODUCTS OR APP'D. EQUAL 2" GATE VALWE a DRESSE 112" W/ THREADED a ' 36" MIN. COUPLING CONNECTIONS 54" MAX. METER 2" GALV. PIPE STRAINER 60" MIN. a 12" MIN. 6"MIN. BLOCK 30" MA BLOCK NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 11. 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT ® 3" METER UD-017 DETAIL N.T.S. o II I Z II � LI Z cV PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. z-FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE ttjl�,rry.�mill =�t11!11LA 2500 P.S.I. a . ' _ . •' a' CONCRETE a , : 2'x 2' BEARING THRUST BLOCK AREA NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TY PIC L GATE VALVE UD-015 DETAIL N.T.S. 4 d a a d d ° ° 4 d d 4 4 ° d d °4 ° ° 4 e .o. 6" MIN. I 17.5 4 d ° 4 4 ° d 4 ° d 4 ° d 6 0" I 36" r L-BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VLT-11/2" METER (ACSA W-713),& UD-029 DETAIL TYPE (PLAN, SECTION, DETAIL, ETC.) R.T.S. 0 MAX450 � j 1 11 1J I . FOR TEE OR WYE FITTI GS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 450 BEDDING AS MIN REQUIRED PLUG 45 a' MIN T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL. SIZE OF BEND CU.YD. CU.YD. L H T L H T 90 2.50 2.50 3.01 0.24 4 & 6 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 81, 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1.66 2.16 1 2,67 0.13 90 4.83 3.83 3.42 0.83 10" & 12s, 45 3.33 3.58 2.95 0,43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS UD-911 27 PLAN AND SECTION N.T.S. ROADWAY n R 1- n PAVEMENT it - rItk STEEL PIPE CASING DIAMETER z nl= SHALL BE A MIN. OF TWO TIMES I THE INSIDE DIAMETER OF THE 12" CONCRETE FILL _ 0.25" MIN. THICKNESS PIPE IN CASING M BOTH ENDS STEEL CASING SPIDER SUPPORT MEGA LUG :• I I �► 2 7 7 2 2 MECHANIQI, L JOINT DUCTILE E'ON PIPE 18' JOINT OF DI 2" DRAIN NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. SPIDER SUPPORT AND SPACER -wwv'� CARRIER PIPE ® TYPICAL WATERLINE STEEL ENCASEMENT PIPE R SUPPORT LEE INSTALLATIONUN ROADWAYSPID ND VIEW ..... G 27 PE' �DTION N.T.S. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTESVILLE THREADS MUELLER CENTURION (A-423) WHICH IS THE LOCAL STAN ARD. OR APPROVED EQUAL LENGTH OF BRANCH VARIE 6' MIN 2' TO 10' (2701 7 CU. FT. 18" VALVE GRAVEL BOX 36"MIN ° °0 6" GATE o VALVE 00 00 8" X 6" - TEE 2500 R.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTIURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN -THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL 'BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAIINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IIS NOT ALLOWED IN THE DITCH. TYPICAL I HYDRANT ASSEMBLY DD-014 DETAIL N.T.S. 1 '/9 1 McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld 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 Feld 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. I p,LTH 00000 .1, UROBERT B. MCKEE� NO, 7783 01iTAL Revisions: 1.10/17/03 CO. COMMENTS Scale: AS SHOWN Date: 4/28/03 Project No.: 0219 Designed: SWE ILChecked: SWE [.gym FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX "WEDG-LOK" TYPE RUBBER COATED STEEL ", STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE a PRECAST REINFORCED a 12" MIN CONCRETE SECTIONS 16" MAX "0" RING SEALS MINIMUM ELEVATION 5" 4>-0" DIFFERENCE ACROSS M.H. ' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW CHANNELIFILLETS TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER.T _=�--- �_ 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING W/ 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 BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. [001 ME [SITTYj IN" *slam 01141MR11=101 a SECTION E�IkIIilk I EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE- 36"MIN I I24"MIN REMAINING BACKFILL SHALL_ NOT CONTAIN ROCK MATERIAL LARGER THAN 6"' IN ANY DIMENSION —INTIAL BACKFILLx (6" LIFTS) x THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION ( SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE: 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 COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE w-00r N.T.S TYPICAL SEWER PIPE INSTALLATION IN TRENCH UD-000 DETAIL N.T.S. NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. SALT TREATED 2' MIN. 2 X 4 MARKER 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). �t`+ 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". _J�!`S 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3'. FINISHED GROUND PLUG END OF SERVICE I LATERAL Imo-- PROPERTY j 450 j LINE MAIN F2ECTI0bjj I LINE j I I , , I I IN LINE WYE-TEE. j I PROPERTY I PLAN LINE _I I I SERVICETYPICAL SEWER LATERAL CONNECTION UD-005 PLAN AND SECTION N.T.S. ,--3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : T MIN BRANCH 2" � I FLEXIBLE CONNECTION � � NOTE: WITH STAINLESS STEEL _j ALL CONNECTIONS TO BAND ( EXISTING MANHOLES SHALL 0 BE CORED AND A FLEXIBLE TYPICAL SANITARY MANHOLE CONNECTION " BOOT " SHOWING BRANCH TIE-IN INSTALLED UD-002 PLAN N..T.S. SLOPED AREA V-0" MAX a• FRAME & COVER - SEE TYPICAL MANHOLE FRAME & COVER DETAIL STREET SURFACE OR NON -PAVED AREA 2'_p "WEDG LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE — PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 0 3'-0" MIN o ; THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: a 5" a. DUCTILE IRON PIPE (CLASS 50) b. P.V.C. PIPE BACKFILLED IN 6" a' 12" MIN LAYERS & COMPACTED BY HAND 16" MAX TAMPERS. Ii MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIES OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. 12" - :a �o..a a 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN, 6" BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL SANITARY MANHOLE WITH DROP CONNECTION 28 SECTION N.T.S. MINIMUM AWERAGE WEIGHT RING 190 Ibs. COVER 120 Ibs. 310 Ibs. 1 3/8" 7 1/2" SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED STANDARD LETTERS UNLESS OTHERWISE SPECIFIED TOP OF COVER BOTTOM OF COVER SUPER CAST, INC. MODEL NO. MH-RCR-2001 OR APPROVED EQUAL 25 1/4" 23 3/4" 23 1/2" _j 2 1/9" 1 1/2" —-2 3/4 �3 3/4' 4 3/4' 22 1/4" _ �- 4 3/8" 24 1/2" 33 1/4" TYPICAL SANITARY MANHOLE FRAME & COVER UD-004 PLAN AND SECTION N.T.S. I.C , A/ McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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 Feld Sport Concepts, Ltd. p1.,'PH t7F -j� �ROBERT B. MCKEE' NO. 7783 �IONAL Revisions: 1.10/17/03 CO. COMMENTS PRELIMINARY: NOT FOR CONSTRUCTIOK Z SAW CUT EXISTING PAVEMENT EDGE MATCH EXISTING SLOPE REMOVE EXISTING SHOULDER "' ` %\� . �>W/.\\/>, PAVEMENT AND REPLACE WITH 4' 4' FULL PAVEMENT THICKNESS. t2' 8' 4` MATCH EXISTING ROUTE 250 NOTE: PAVEMENT THICKNESS OR ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. SEE DETAIL THIS SHEET ALL PAVEMENT MARKINGS TO MEET LATEST VDOT WHICHEVER IS GREATER. SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD, LATEST EDITION. A ROUTE 250 FRONTAGE IMPROVEMENT PD-063 29 SECTION N.T.S. VG�71L71Y G TOPSOIL WITH GRASS PRESTO GEOBLOCK GB-5150 ENGINEERED BASE GEOTEXTILE SEPARATOR MAY BE REQUIRED FOR SOME CONDITIONS SUBGRADE TOPSOIL WITH GRASS PRESTO GEOBLOCK GB-5150 ENGINEERED BASE GEOTEXTILE SEPARATOR MAY BE REQUIRED FOR SOME CONDITIONS SUBGRADE TOPSOIL WITH GRASS PRESTO GEOBLOCK GB-515 0 ENGINEERED BASE GEOTEXTILE SEPARATOR MAY BE REQUIRED FOR SOME CONDITIONS SUBGRADE TOPSOIL WITH GR ASS PRESTO GEOBLOCK GB-515i0 SUBGRADE • s t, •. .. 1.5" SM-2A SURFACE COURSE 3" BM-2A INTERMEDIATE COURSE 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE 29 SECTION DESIGN 1 HEAVY FIRE TRUCK ACCESS & H-20 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 145 kN (32 KIP) TANDEM AXLE LOADING - 220 kN (48 KIP) GROSS VEHICLE LOADING - 36.3 TO (80,000 Ib) MAXIMUM TIRE PRESSURE - 620 kPa (90 psi) SUBGRADE CBR - 2 TO 4 DESIGN 2 HEAVY FIRE TRUCK ACCESS & H-20 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 145 kN (32 KIP) TANDEM AXLE LOADING - 220 kN (48 KIP) GROSS VEHICLE LOADING - 36.3 TONNE (80,000 Ib) MAXIMUM TIRE PRESSURE - 620 kPa (90 psi) SUBGRADE CBR > 4 LIGHT FIRE TRUCK ACCESS & H-15 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 110 kN (24 KIP) GROSS VEHICLE LOADING - 27.2 TONNE (60,000 lb) MAXIMUM TIRE PRESSURE - 586 kPa 185 psi) SUBGRADE CBR - 2 TO 4 DESIGN 3 LIGHT FIRE TRUCK ACCESS & H-15 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 110 kN (24 KIP) GROSS VEHICLE LOADING - 27.2 TONNE (60,000 Ib) MAXIMUM TIRE PRESSURE - 586 kPa (85 psi) SUBGRADE CBR > 4 UTILITY & DELIVERY TRUCK ACCESS & H-10 LOADING, INFREQUENT PASSES SINGLE AXLE LOADING - 75 kN (16 KIP) GROSS VEHICLE LOADING - 1.8.1 TONNE (40,000 Ib) MAXIMUM TIRE PRESSURE - 414 kPa (60 psi) SUBGRADE CBR > 2 DESIGN 4 CAR & PICK-UP TRUCK ACCESS, INFREQUENT PASSES SINGLE AXLE LOADING - 18 kN (4 KIP) GROSS VEHICLE LOADING - 3.6 TONNE (8,000 lb) MAXIMUM TIRE PRESSURE - 310 kPa (45 psi) N. T.S. SUBGRADE CBR > 2 DESIGN 4 GEOBLOCK SYSTEM USAGE GUIDELINE NOTES: CBR REFERS TO CALIFORNIA BEARING RATIO. AS THE CBR INCREASES THE DEPTH OF THE ENGINEERED BASE WILL DECREASE. RECOMMENDED TOPSOIL: SUITABLE TOPSOIL SHOULD BE PULVERIZED PRIOR TO FILLING THE GEOBLOCK CELLS AND CONTAIN SUFFICIENT ORGANIC CONTENT CONSIDERED UNACCEPTABLE. RECOMMENDED ENGINEERED BASE: SUPPORT SOIL SHALL CONSIST OF A MIXTURE OF COARSE SAND, CLEAR -STONE OR CRUSHED r,,r)CK BLENDED WITH TOPSOIL (PER RECOMMENDED TOPSOIL). THIS MIXTURE WILL PROMOTE VEGETATIVE GROWTH AND PROVIDE REQUIRED STRUCTURAL SUPPORT. THE AGGREGATE PORTION SHOULD BE FREE FROM FINES AND HAVE A KNOWN PERCENTAGE VOID -SPACE WHEN COMPACTED. PULVERIZED TOPSOIL, EQUAL TO THE VOID PERCENTAGE IN THE AGGREGATE, SHOULD BE ADDED AND BLENDED PRIOR TO PLACEMENT. IF THE TOPSOIL IS NOT PRESENT WITHIN THE ENGINEERED BASE, GRASS GROWTH MAY BE SIGNFICANTLY IMPAIRED. POUROUS PAVING (GEOBLOCK) 29 SECTION OPTIONAL COBBLESTONE EDGING TO BE SET 3" ABOVE PAVED SURFACE AT OWNER'S REQUEST. SECURE COBBLESTONE WITH 3" MORTP"""`- CONTRACTOR TO TOPDRESS 8-12 MOINTHS FOLLOWING INITIAL INSTALLATION OR AT (OWNER'S REQUEST 3" COMPACTED BROWN CRUSHER RUN TOP OF METAL EDGING TO BE FLUSH WITH PAVING SURFACE METAL EDGE 95% COMPACTED SUBGRADE TREATMENT EXCEPT FOR AREAS BENEATH EXISTING TREE CANOPIES BROWNSTONE PATH- EDGE TREATMENT OPTIONS 1 PD-050 29 SECTION N.T.S. NOTE: COORDINATE PATTERN WITH BEGIN PATTERN IN THIS CORNER. LANDSCAPE ARCHITECT PLACE PATTERN PERPEDICULAR TO HOUSE PATTERN TO BE LAID IN GENERAL 4' BLUESTONE BORDER ACCORDANCE AS SHOWN. SEE WITH THERMAL EDGES DETAIL. WHEN NECESSARY CUT STONES TO MATCH AREAS WHERE FULL STONES DON'T FIT AT EDGE OF PATTERN EXISTING HOUSE APPROX. OF DOOR o - 22-5' 2'-9" FILLER BLUESTONE 44-9' REAR TERRACE PATIO PLAN N.T.S. NYOPLAST 8" INUNE DRAIN SEE MANUFACTURER'S DETAIL FOR INSTALLATION SLOPE TO TOP OF CONCRETE SLAB TOWARDS DRAIN SEE DETAIL FOR SURFACING MATERIAL 4 CONCRETE SLAB; 3,000 PSI MIN. TOP SHALL SLOPE TOWARDS CENTER TO ENSURE POSITIVE FLOW. PLACE FILTER FABRIC OVER DRAIN AND SECURE. SEE DETAIL FOR DRAIN INSTALLATION 90% COMPACTED SUBGRADE OUTLET TO STORM DRAIN SYSTEM PATIO CONCRETE L SECTION SIZE SCHEDULE: A 35 X 53 B 35 X 44 EI:E ❑� af D 26 X 44 C 35 X 35 E 26X35 9 f e F 26 X 26 C h e l H 17X26 C e L- i 17X17 e 2" JOINT FOR GROWING PLANTS, eL 9 MOSS, ETC,; TYP. FILL JOINTS WITH d b h SAMPLEFOR(APPROVAL LA WITH b _ e � d 1/4" MIN. JOINT WHEN NOT USING PLANTS r DISTRESS EDGES FOR A MORE INFORMAL 0 d l h e e i_ APPEARANCE f g PATTERN REPEATS. CONTACT LA WIITH C I------- I ll QUESTIONS PRIOR TO CONSTRUCTION --- ----- �Iritr I FOR INSTALLATION SEE DETAIL N RANDOM ASHLAR PATTERN 29 PLAN N.T.S NOTE: FOR EDGE TREATMENT SEE DETAIL: O 29 1" SM-2A SURFACE COURSE 3" BM-2A INTERMEDIATE COURSE 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A NOTE: FOR EDGE TREATMENT SEE DETAIL: Q 29 15' SM-2A SURFACE COURSE 3" BM-2A INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED —�' COMPACTED SUBGRADE SUBGRADE Al ASPHALT PAVING -SECTION D ASPHALT AVIN - TI 29 SECTION N.T.S. 29 SECTION N.T.S. GEOBLOCK (GB-51501 MATERIAL SPECIFICATION 2" SURFACE COURSE MATERIAL: UP TO 50% RECYCLED POLYETHYLENE VDOT STANDARD SM-9.5A COLOR: CHARCOAL BLACK CHEMICAL RESISTANCE: SUPERIOR CARBON BLACK FOR ULTRAVIOLET LIGHT STABILIZATION: 1.5% - 2.0% UNIT MINIMUM CRUSH STRENGTH fd 21 C (73 F): 2,900 kPa (420 psi) MATERIAL FLEXURAL MODULUS 0 23 C (73 F): 240,000 kPa (35,000 psi) NOMINAL DIMENSIONS (WIDTH x LENGTH): 0.50 m x 1.00 m (1.64 ft x 3.28 ft) UNIT DEPTH: 50 mm (1.97 in) NOMINAL COVERAGE AREA: 0.50 Sq,m (5.38 S00 CELLS PER UNIT: 72 0 o CELL SIZE: 79 mm x 81 mm (3.1 in x 3.2 in) 4"' COMPACTED 0 « TOP OPEN AREA PER UNIT: 87% AGGREGATE SUBBASE o 0 0 0 0 0 �OOo �O �O �° �O �O BOTTOM AREA PER UNIT: 40% VDOT #21A ° ° o o o INTERLOCKING OFFSET SHEAR TRANSFER TABS: 1 TAB FOR EACH PERIPHERAL CELL WEIGHT PER UNIT: 4.54 kg (10.0 Ibs) �\//\//XjX / \\ RUNOFF COEFFICIENT no 63.5 mm/hr (2.5 in) RAINFALL: 1.5% \\\\\, COMPACTED UNITS PER PALLET: 44 SUBGRADE ADDITIONAL NOTES: (FROM McKEE CARSON'S OFFICE) MANUFACTURER: PRESTO PRODUCTS COMPANY, 1.800.548.3424 ENGINEERING BASE AND SUBBASE: CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. ANY QUESTIONS CONTACT MANUFACTURER DIRECTLY AND COPY ENGINEER WITH ALL CORRESPONDENCE AND MODIFICATIONS TO PAVING DESIGN. INSTALLATION I70 WORK AROUND SIGNIFICANT EXISTING TREE ROOTS. CONSULT TREE ARBORIST PRIOR TO INSTALLATION. INSTALLATION SHALL BE MONITORED BY ARBORIST, ENGINEER AND GEO-TECHNICIAL CONSULTANTS. ENGINEERING BASE TO BE FIELD APPROVED BY ENGINEER TO ENSURE SUITABLE PERK RATIO. ALL 'SUPPORT SOIL' SHALL BE PRE -MIXED PRIOR TO INSTALLATION IN ALL VOIDS. NOTE: CUT STONE TO FIT AROUND PERGOLA POST; TYP. COORDINATE WITH LANDSCAPE ARCHITECT PATTERN TO BE LAID IN GENERAL ACCORDANCE AS SHOWN. SEE DETAIL. WHEN NECESSARY CUT STONES TO MATCH AREAS WHERE FULL STONES DON'T FIT AT EDGE OF PATTERN BEGIN PATTERN -J IN THIS CORNER. PLACE PATTERN PERPEDICULAR TO POOL `�j POOL PATIO PLAN lWal �' �1490: MIN SECTION 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 N.T.S. 29 SECTION NOTE: NOTE: CONTRACTOR 'TO PLANT AT COORDINATE PATTERN WITH EACH POST CLIMBING VINE AS LANDSCAPE ARCHITECT SPECIFIED BY LANDSCAPE ARCHITECT PATTERN TO BE LAID IN GENERAL J ACCORDANCE AS SHOWN. SEE POOL WALL DETAIL. WHEN NECESSARY EXISTING HOUSE 30 CUT STONES TO MATCH AREAS WHERE FULL d b h STONES DON'T FIT d e a e f d e b AT EDGE OF PATTERN c e f e d e c� ® t 9 d M r a c h t r a f c f e f e e a ehe e e b h b e d b h b 0 BRICK BORDER BEGIN PATTERN 30 IN THIS CORNER. PLACE PATTERN PERPEDICULAR TO HOUSE � FRONT TERRACE PATI` N.T.S. 29 PLAN 1.5" BLUESTONE. PATTERN:. RANDOM ASHLAR, SPACING MAY VARY: 1/4"-2" (2" MAX. TO ALLOW FOR GROWING PLANTS, MOSS, ETC.). FILL JOINTS WITH SAND/SOIL MIX, SUPPLY SAMPLE. DISTRESS EDGES FOR MORE INFORMAL/OLD APPEARANCE - RUST FREE AREAS NOT PLANTED, BRUSH SAND GROUT MIX (MIX: 1-40 LB 'TYPE S' BAG OF PORTLAND CEMENT TO 20 SHOVELS OF MASONARY SAND- VERIFY CONSISTENCY AND COLOR W/ LANDSCAPE ARCHITECT) 1" +/- SAND/SOIL SETTING BED V. = 4" CONCRETE SLAB; 3,000 PSI MIN. TOP SHALL SLOPE TOWARDS CENTER —I1)1l�Iflll�lf��f1�1��11� TOLTENSUREFABO OVIVR DRAIN. E FLOW. PLACE ��+� �Illl=li"� ��►I� -- 14� SEE DETAIL FOR DRAIN INSTALLATION 29 90% COMPACTED SUBGRADE LU T N (PAAillikIV IN413 UCO C T11118 SECTION DO NOT UNLESS 1 a PO-014 N.T.S. ACE & BASE ASE PO-001 N.T.S. PLANTING BED WITH SAILOR BRICK EDGE ALONG OUTSIDE EDGE. BLUESTONE TO MATCH EDGE BLUESTONE EDGE; TO BE RADIAL ALONG BACK OF WALL AND PARALLEL TO HOUSE EDGES AS SHOWN J WALL 31 N.T.S. COBBLESTONE (JUMBO) EDGING TO BE SET, 2" (X) ABOVE PAVED SURFACE. SECURE COBBLESTONE WITH 3" MORTAR BASE. TRANSITION COBBLES FLUSH WITH PAVING AT ALL SIDEWALKS AND AS INDICATED BY LA IN THE FIELD. COBBLES TO BE SET 6" (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS PAVED SURFACE. SEE DRAWINGS FOR DETAILS. `— COMPACTED SUBGRADE Q COBBLESTONE N.T.S. � 29 SECTION N.T.S. McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mck2ecarson.com McKee Carson and Feld 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 Feld 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, '00 P7��\ Gy9 n �ROBERT B. MCKEE� NO. 7783 �Q X;� ONAL V�%G1 Revisions: 1.10/17/03 CO. CONMI\ TS Of: 35 NEW COLUMNS TO MATCH - EXISTING WALL AND COLUMNS AT ENTRANCE ----ATE FINISH BLUESTONE STEPS SEE DETAIL FOR INSTALLATION C 30 PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) EMBED BROWNSTONE AGGREGATE INTO TOP 1-1.5" OF CONCRETE FOR EXPOSED FINISH CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 26% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER 3000 P.S.I. CONCRETE AT 28 DAYS , . ... ,'. . AIR -ENTRAINED v 7.7 —x COMPACTED AGGREGATE 'v BASE VDOT #21A ° 0 ° o r,\ 0 ° ° 0 �O C COMPACTED SUBGRADE \ '\\ /\\�j\\I�\�j\\��� SECTION A CONCRETE WALK- EXPOSED ACC ATE FINISH PD-049 PLAN, SECTION 1 LAWN 0 PLANTIN BED ALL PATTERNS REPEAT; CONSULT LA WITH QUESTIONS 456 HERRINGBONE PATTERN W/ SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. :•rtt • • i:i >,t• t- N.T.S. AT ALL CORNERS MITRE 45° CUT IN HEADER COU' PLACE 1/2 BRICK AT CO AS SHOWN; TYP. PATTERN WRAPS AT ENDS CORNER DETAIL ABOVE 'LANTING tED 2-0" ie Cl) FUTURE SIDEWALK 3-0 TYP... 1-01, 2-0" TYP. TYP• 0 / �> LO t— 0 ' CONNECTION TO TRAIL/SIDEWALK IN VDOT'S R.O.W. rB__-� FRONT WALL STAIR LANDING 30 PLAN ALL PATTERNS REPEAT; CONSULT LA WITH QUESTIONS t LAWN 0 PLANTIN BED 2- 3" SAND SETTING BED BRICK HEADER COOURSE; TYP. 4"' CONCRETE SLAB; 90° RUNNING BOND PATTERN W!� 3„000 PSI MIN. WITH SAND/SOIL MIX SWEPT JOINTS. \ (2.) #3 REBAR, CONT. PATTERN TO BE SPACED EVENLY 2"' CLEAR; TYP. BETWEEN HEADER COURSES; TYP. FINISH GRADE 1.5" +/- MORTAR 1- 1.5" BELOW TOP SETTING BED; TYP. FILTER FABRIC 80% COMPACTED SUBGRADE RICK SIDEWALK W1EDGING-STYLE SECTION RUNNING BOND (VERT.) ZING BOND (HORZ.) 30° HERRINGBONE 45° HERRINGBONE BASKETWEAVE ENGLISH STACKED BOND BRICK PAVING PATTERNS DETAIL N.T.S. N.T.S• t••nty :tit• :�, >a- NOTE: NOTE: CONTRACTOR MAY MAKE FIELD CONTRACTOR MAY MAKE FIELD ADJUSTMENTS TO DESIGN ADJUSTMENTS TO DESIGN PROVIDED END RESULT REMAINS CONSISTENT WITH DESIGN. PROVIDED END RESULT REMAINS CONSISTENT WITH DESIGN. CONSULT LA DURING LAYOUT CONSULT LA DURING LAYOUT ALL STONE JOINTS TO MATCH EXISTING WALL SEE GRADING PLAN FOR RISER HEIGHT .)I `tJ IILI ll lllVIJV VIVL 1 It1 ILI lltl VlI SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. (450 TO WALL) G 29 N. T.S. PATTERN WRAPS AT BOTF ENDS SEE CORNER DETAIL ABOVE 1 'LANTING IED 2-3" SAND SETTING; BED RUNNING BOND HEADER COURSE; TYP. 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT. 2" CLEAR; TYP. \— FINISH GRADE 1.5" +/- MORTAR 1- 1.5" BELOW TOP SETTING BED; TYP. FILTER FABRIC 80% COMPACTED SUBGRADE BRICK SIDEWALK W1 EDGING- STYLE SECTION BRICK HEADER COURSE; TYP. 1/4" CONCAVE JOINT MAX. WHEN PATIO BORDER MEETS POOL BORDER PLACE EXPANSION JOINT FINISH GRADE 1.5" BELOW TOP 1.5" +/- MORTAR SETTING BED 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT., 2" CLEAR 80% COMPACTED SUBGRADE RICK (PATIO) CONCRETE SLA SECTION R.T.S. B FOR PATTERN 30 3-0 jo TOP OF COLUMN TO MATCH ELEVATION DIFFERENCE (X) IN -------®--- TOP OF WALL ON EXISTING COLUMNS PATH I — H x ' #4 REBAR IN NOSING SEE DETAIL 29 OF EACH TREAD; 1.5" CONCRETE SLAB; ---------®-----®� MIN. CLEAR CCON ETPSI MIN. T I I MATCH DEPTH OF 1.5-2" VARIEGATED BLUESTONE 2-0" 5-3" STAIRS -THIS AREA TREAD W/ ROCKFACE EDGE I QP.O.B. 1.5" +/- MORTAR STONE RISER TO MATCH I G SETTING BED; TYP. EXISTING WALL MATERIAL I WASH, TYP 30 TOP OF STAIRSIqu WRAP EDGES AS STAIRS �— FLARE OUT IN FRONT OF TYP. :....... ..:.. WALL d ; FUTURE ASPHALT 1 1/2" OVERHANGwo SIDEWALK TYP.(aQ"�Q '�:,QQ. �, p ®: ~r � 0- i�5 ice" 0 ��a �o 0 8Co /��, 0 1. +/- MORTAR = % .'�0 8 0 o �o llllo �o 650 (?6DUOC M�t0 �t0 5" . •D.-. • ' •D.', ,A -D.' O O O O O� ,QUO � �VOpr, oVV SETTING BED; TYP. ,+t \ BS ;' ::;;;;::v ::. :#:<�_::=: :e..•:' [](t� / %t' #3 REBAR rd 12" O.C.' TYP. �\\/j�N/ •//f ,/%�/�\/ .D. .D. .p D. P. .'j. •D. °O 6" X 6" 10/10 WWF; MIN. 2" CLEAR; TYP. Ly�\\\\\/\\\ \\\��\\00\ '''.':e: :::.e::'' ;:e:' '':'•e:' °o �\\\\���\�/\\\\/�\� N0. 3 DIA. REIN. BAR DOWEL, 12" O.C. SEAL OINT WITH WATER 00 �/5//0o /�/� j/i o ado o so a •/ /�/\��\\ \/�/\�\/ �� a� / EXPANSION JOINT (CONT.) // // /�//// �� /\ j\//\///,//// o� N I) �o� `��\%/\/�///�/\COMPACTED #216 STONE BASE (WASHED) /\/, WN\/���\��f�/\% /\���/\/\%\//\�� /�/\�\/\x\ #4 REBAR �a 12" O.C. #3 REBAR o0 6" O.C.; TYP. 90% COMPACTED SUBGRADE BLUESTONE STAIRS AND BRICKLANDING LO� SECTION NLL PA ',ONSUI 1 LAWN C PLANTIN BED 1 LAWN 0 PLANTIN BED FINISH GRADE 2-3" SAND SETTING ALL PATTERNS REPEAT; 1- 1.5" BELOW TOP BED CONSULT LA WITH QUESTIONS BRICK HEADER COURSE; TYP. FILTER FABRIC 1/4" CONCAVE JOINT MAX. STANDING SAILOR 45° HERRINGBONE PATTERN W/ COURSE; BUTT JOINT 45° HERRINGBONE PATTERN W/ SAND/SOIL MIX SWEPT JOINTS. W/ NO MORTAR ON SAND/SOIL MIX SWEPT JOINTS. PATTERN TO BE SPACED EVENLY INTERIOR SIDE LY PATTERN TO BE SPACED EVENLY BETWEEN HEADER COURSES; TYP. 5' BETWEEN, HEADER COURSES; TYP. \_ 3.69' \\ j\\\ j\\ je VARIES NO VIA / C.• l.. Sr l:. .5 •- :�. :!'•'-;,; .:. � `v rt..-,.... •.:f l:. 'it •. - Q //\/\\/ \ /\ �\ - ; >..;t,:•: / \ \ / / '.'i : Fit. '.•i;: !•in !•ii. !•i'• / �i / / / . 9 - �.•ti ::tt:tit:• w{t•.• gyp - .., . '{' .• / ^t rF •,4 ••r4• -TERN WRAPS AT ENDS CORNER DETAIL ABOVE 1 'LANTING 3ED VA . N.T.S. 2-3" SAND SETTING BED RUNNING BOND HEADER COURSE; TYP. 4" CONCRETE SLAB; 3,000 PSI MIN. WITH (2) #3 REBAR, CONT. 2" CLEAR; TYP. (2) #3 REBAR, CONT., 2" CLEAR MIN. ���\\��'/� / FINISH GRADE _ 1,5" +/- MORTAR 1- 1.5" BELOW TOP 1.5" +/ MORTAR SETTING BED, BS CONCRETE TO HOLD IN PLACE SETTING BED; TYP• FILTER FABRIC 4" CONCRETE SLAB; 3,000 PSI MIN. BRICK EDGING; SLOPE DOWN FOR PLANTING AREA BEHIND 80% COMPACTED 80% COMPACTED SUBGRADE EDGING SUBGRADE BRICK SIDEWALK / EDGING -STYLE C BR1 I L / I TYL 30 SECTION N.T.S. 3Q SECTION I BRICK HEADER J PATIO PAVING .V 71 30 (BORDER) 29 PROVIDE 1" BACKER ROD WITH JOINT Ct 3 31/32" - T.W. 607 r -- SEALANT BETWEEN CONCRETE WALL _ TYP. AND PATIO BASE W.E. 606.5 ::'.:::::•:.'.::.,...d'.::. :CO3" VDOT# 21A WASHED STONE; I MAX. SECURE POOL LINER IN NOTCH OF CONCRETE WALL WITH ,s WATERPROOF FLOWABLE FILL Go SEE RETAINING WALL SCHEDULE FOR DETAILS. WALL COLOR TO BE BLACK (INTEGRAL). DYE COLOR SOURCE SHALL 603.5/�\ ��/��111=f11 BE 920 BLACK (ONYX) BY SOLOMON jh \\�j COLORS; 1.800.624.0261. MIX 30-LBS, ;O I PER 1-YARD. CLEAN SURFACE 24-48 //%/1111 011l HOURS LATER -NOTIFY LANDSCAPE ��/ //�r/�.✓/ //i i,/�11i` /%�lj f� —II ARCHITECT PRIOR TO APPLYING WATER -BASE SEALANT (1 COAT). l �I I- -n �-ll l-1-rr IIrIT-H 1=ifii- - i 4R CONTRACTOR TO PROVIDE SAMPLE I ' 1.5" MIN. SAND 22 GAUGE BLACK POOL FOR APPROVAL X a SETTING BED W/ LINER, MIN. CONSULT LA 80% COMPACTED SUBGRADE FILTER FABRIC BELOW FOR INSTALLATION NOTE: CONTRACTOR MAY SUBMIT', J POOL WALL SHOP DWGS. TO L.A. FOR POOL BASE KWALL RAILING 30 J SECTION N.T.S. 30 DETAIL N.T.S. MANUFACTURER: DELGARD, DELAIR, NJ 1.800.235.0185 CONTACT: ROB BRADLEY STYLE: STRATFORD (COMMERCIAL) COLOR: BLACK POST CAP: STANDARD I CONTRACTOR TO COORDINATE POST LOCATIONS WITH FENCE MANUFACTURER PRIOR TO INSTALLING WALL. CONTRACTOR I TO SET 8" VERTICAL SLEEVES AS DETERMINED BY FENCE MANUF. OTHERWISE, CONTRACTOR TO SECURE POST USING 'LBRACKETS : REFER TO MANUF. INSTALLATION = I INSTRUCTIONS FOR DETAILS. ..1. XISTING WALL zy I C McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East Hl h Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Al 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. i SIOALPH OA OROBERT B. MC DK NO. 7783 YAL�lEE- 1. 101703 CO. COMMENTS NT MANUFACTURER: GREENSCREEN LOS ANGELES, CA; 1,800,450.3494 CONTACT: JOHN SOUZA FINISH COLOR: GREEN (COMMERCIAL GRADE) W N r VARIES 4' MAX. REFER TO GENERAL NOTES FOR MANUFACTURER'S SPECIFICATIONS; ASSEMBLY AND HANDLING INSTRUCTIONS. MOUNTING CLIP 5132A WITH 6136 SPACER. CLIP / RING FOR PANEL JOINING, OPTIONAL. 5131 (PREFERRED) / 5130 2" THICK GREENCREEN PANEL; TYP. OPTIONAL PANEL EDGE TRIM 5104 / 5106 A SEE INSTALLATION N�l TECHNIQUES THIS DETAIL — MOUNTING CLIP 5132A WITH 6136 SPACER GROUND LINE — �. _ _ .� s ®.. - .. - .. . ® sa. ® a �. sr ■ ■ o a o+�a ama A ® e � l \ a ® o a A a I% -I- A i ® A DETAIL, SECTION DETAIL 3EMENT TYP. CROSS 1 2'% ICCES AND HIDE GREENSCREEN PANEL OR FAN TRELLIS 5113 MOUNTING CLIP WITH "S" UP CREATES 6/8" OFFSET FOR GREENSCREEN PANELS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS 5113 MOUNTING CLIP WITH "S" DOWN MOUNTS GREENSCREEN PANELS FLUSH TO SURFACE GREENSCREEN PANEL OR FAN TRELLIS ATTACH TO EXISTING STRUCTURE OR FENCE THROUGH 3/16 " DIA. HOLES (2). WALL FASTENER BY OTHERS 5132 WIDE MOUNTING CLIP WITH 5136 SPACER 1/2 " THICK X 1 1/2 " DIA. . PROVIDES FULL DEPTH SUPPORT FOR GREENSCREEN PANELS.. GREENSCREEN PANEL OR FAN TRELLIS WALL HUNG INSTALLATIONS - SECTIONS SEE DETAIL FOR ACTUA LENGTH OF RAFTER DE1 E 31 CL SAP, OR RE W/ NOTES: AILS; TYP. ALL WOOD SHALL BE STAINED I HUNTER GREEN, 2 COATS IF NEI STAIN SAMPLE TO BE SUBMITTE TYP. APPROVED BY LANDSCAPE ARCI PRIOR TO INSTALLATION BY CONTRACTOR ALL WOOD MEMBERS TO BE RO SAWN PRESSURE TREATED SOU DETAIL YELLOW PINE, NO. 2 GRADE OR HAMFER ALL WOOD MEMBERS TO BE SE TOGETHER WITH GALV. SCREW ISER ALL CONNECTIONS TO BE DADC DRY TO ENSURE NO SHRINKING OCCUR IN FUTURE � PERGOLA N.T.S PLAN CLARIFICATIONS AND QUESTIONS BRICK WALL Al SHALL V.T.S. A,� TAPER ASPHALT --r AWAY FROM FRAMES AND ANCHOR BOLTS d d A 4 ENCASEMENT CONCRETE v _ ALTERNATIVE ENCASEMENT WENT KNESS I" MIN. REINFORCE ENCASEMENT -J PER PAVEMENT LOAD POLYDRAIN NON-TYP! AA L INSTALLATION #514AF D.I. FRAME AND ADA GRATE WITH ADJACENT PAVEMENT SECTION, DETAIL d TO FH N.T.S. N.T.S. r QCORRUGATED MASONRY TIE (GALVANIZED STEEL) > 7/8" WIDE X 7" LONG rGGl1dA D, . a . GROUT CAVITY WALL. 2" REVEAL NOTE: MASON TO DISCUSS ALTERNATIVE CAVITY WALL a' . D. a ".' "• OPTIONS WITH L.A. •. ; ... :. CONCRETE WALL BRICK AND MORTAR TO . > .o'.". (DESIGN BY OTHERS) MATCH ARCHITECTURE ' SEE CIVIL DWGS FOR DETAILS 4 CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR a . '• >. CLARIFICATIONS AND QUESTIONS ELIEVATION PEGOLA I PAVING P N 29 DETAIL STONE: MATCHED TO EXISTING — WALL EMBEDDED INTO TYPE 'M' MORTAR; WORK STONE AROUND TRENCH DRAIN ANCHOR BOLTS ASPHALT PAVING, SEE DETAIL 29 �° 6" CONCRETE SLAB;----,-, 3000 PSI MIN. W/ (3) #3 REBAR. CONT., 2" CLEAR 6" X 6" 10/10 WWF; MIN. 2" CLEAR, TYP. 3" COMPACTED AGGREGATE BASE COURSE, VDOT #21A COMPACTED SUBGRADE GA 31 SECTION CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFIChTIONS AND QUESTIONS 1911 SECTION SCALE RAIN VINE UPWARD ALONG TRING UT PAVING PATTERN TO LLOW FOR PLANTING AREA T BASE OF POST. (OPTIONAL) WNER MAY CONTINUE PAVING ELOW RISER PLATE IN PLACE F PLANTS IULCH AND /SOIL MIX JOODEN STAKE :ONCRETE FOOTING; 3000 PSI JITH THREADED 3/4" 'J' ROD. LACE (4) #3 REBAR; 2" MIN. ;LEAR 11 VDOT #21 A WASHED STONE COMPACTED SUBGRADE ASPHALT PAVING; SEE DETAIL D +/- 1-5" 29 MATCH EX. WALL WIDTH lzv t .J TRENCH DRAIN; -J SEE DETAIL B 31 N.T.S. N.T.S. NOTE: TIE/SECURE WALL TO FUTURE BUILDING (PAVILION VI). PREP GALV. WALL TIES IN ADVANCE HEAVY DUTY WWF (HORTZ. JT. REINF.) EVERY 6TH COURSE BRICK FACE SECTION TO MATCH ARCHITECTURE PATTERN BRICK AND MORTAR TO MATCH ARCHITECTURE BRICK END SECTION TO BE DOUBLE ROLOCK MASON TO DISCUSS OPTIONS FOR VOID FILLER WITH L.A. 8" CMU 4" CMU FINISHED GRADE 4" DRAIN TILE (CONT. TO DAYLIGHT) WRAPPED IN FILTER FABRIC AND SET IN VDOT #57 STONE 3000 PSI CONCRETE FOOTING W/ (3) #4 REBAR; 3" CLEAR, TYP. 34" VDOT #57 STONE AGGREGRATE SUBGRADE COMPACTED TO 95% MOD. PROCTOR 1 WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS'" 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Feld 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 Feld 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. NtTH Ol, Gl�' o �ROBERT B. MCKEE NO. 7783 1�zly!_101VAL eV Revisions: 1.10/17/03 CO. COMMENTS Scale: AS SHOWN Date: 04/28/04 Project No.: 0219 Designed. SWE Checked: SWE I 3/4"x3-1/2"x1'-0" SPLICE PLAT AT POSTS 1-1/2"xi-1/ WD. TRIM (TYP.) 3/4" EX GRADE PLYWO (TYP.) ALL WOOD TO BE PRESSURE TREATED (POSTS FOR GROUND CONTACT), DRIED, PRIMED TO RECEIVE TWO (2) FINISHED COATS OF PAINT ON ALL EXPOSED SURFACES. PAINT COLORS (FLAT FINISH) TO MATCH AS INDICATED: 1. ALL LOCATIONS TO USE THE DARK CHARLESTON GREEN. CONTRACTOR IS TO MAINTAIN FENCING INCLUDING THE PROMPT REMOVAL OF GRAFFITI AND REPAINTING TO RESTORE APPEARANCE. 16,-n" +/ Iiiiiji ELEVATION OF GATE E 4'-0" PANEL WIDTHS 01 (� �' 01 1-1/2" X 3-1/2" BASE AND CAP 6" TYP. ElI CD�I 3-1/2"x3-1/2"x10' 3/4" EXT. 1-1/2" x 1-1/2" TREATED r TREATED WOOD GRADE WOOD TRIM WITH MITERED POSTS PLYWOOD CORNERS PARTIAL PLAN DETAIL EMBEDDED POST T MIN. BRACED WITH DIAGONALS. STAKED AT GRADE WITH OR WITHOUT SANDBAG EIGHT AS REQUIRED. FOR UPRIGHT STRAIGHT ALIGNMENT AND STRENGTH. FOR AROUND BUILDING CONSTRUCTION ONLY SECTION THRU FENCE `A� CONSTRUCTION FENCING -ALTERNATE 32 / PLAN, SECTION, DETAIL N.T.S ALL WALL STONE TO BE AS SPECIFIED IN CIVIL DRAWINGS CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATIONS AND QUESTIONS 1 1/2' BATTER Z Q CO � 0 J ALL WEEP HOLES----) > > SHALL BE RECESSED v BACK FROM FACE OF w WALL; SCREEN ALL rn OPENINGS; 3' O.C. SECTION CAP TO EXTEND FULL THICKNESS ALL JOINTS SHALL BE TYPE 'N' MORTAR AND APPEAR DRYSTACKED FROM BOTH 14" SIDES WASH 30" vi C7 U W HEADER STONES TO EXTEf qD W 1/3 TO 1/4 OF WALL CMU W/ #4 REBAR EVERY 18" O.C. 4" DRAIN TILE (CONT. TO DAYLIGHT") WRAPPED IN FILTER FABRIC AND SET IN VDOT #57 STONE SUBGRADE COMPACTED TO 95% MOD. PROCTOR #4 REBAR EVERY 12" O.C.; 3" CLEAR MIN. 3000 PSI CONCRETE FOOTING COMPACTED AGGREGATE Hr)_013 N.T'.S `t - r :1 11 f L- r 1 f V V 1 / - Y r \ V r 1 V t % %_ . r v v , t v v _ V i.. t v v . W. • • - • -- - • • - - - - -• - - - � - - TRAIN UPWARD TO SET FIRST TWO POST AT BUILDING, OTHER SEE ARCHITECT FOR COVER TRELLIS TWO IN PATIO. RAFTERS AGAINST BLDG, SPECIFIC COLOR. F (OPTIONAL) SEE SHEET SHALL NOT HAVE END DETAIL; TYP. SEE DETAIL FOR 17 FOR SPECIES THIS PERGOLA SHALL BE STRAIGHT GENERAL SPEC'S: 31 �\ ®A\111 InKI I r-:A<ZT 1=1 PWATIMI PKITMAKIC'P TPP TAAPKIT ELEVATION SECTION RE N.T.S PERVIOUS PAVEMENT GEOGRID/BLOCKS SAND FILTER FABRIC 4" SCHEDULE 40 PERFORATED PVC PIPE #57, GRAVEL DO_029 NTS tiIGH�WITH 1� UPRIGHT FASTIGIATA EVERGREEN W/ LIRIOPE BELOW, EACH SIDE. URNS SHALL HAVE PRE -DRILLED DRAIN HOLES IN THE BOTTOM (OPTIONAL) PAVILION III, EAST ELEVATION ENTRANCE TREATMENT ELEIVATION N.T.S. ' II i McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 3011 East High Street Charlottesville, VA 22902 4341-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. Al ideas, designs, sections, details, and plans are the property of McKee Carson and Feld 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 egress permission and consent of either McKee Carson or Field Sport Concepts, Ltd. rr� O �^ �ROBERT B. MCKEE� NO. 7783 �"-t01VAL G1 I� Revisions: 1.10/17103 CO. CONDAENTi'S Sheet No.: W K SOIL TYPE G� Location BOUNDARY, TYP, F t�' _ t IN 1 � T: F3 s F 7 �5 , !1 i s' F � t: r , ,'fir, }. _ ! i i j '.'`� "� -•,, _ 7 0 ft7 Ftg � f �1 `t ! 1 OIL �sro i' ,�•t $3 •`''. ,' 0 t; k� �I i ' DD r; ){ i u L € IDD - •f t {, DA= 0.56 AC`' F d { w t 39j 4 i7 < r®A - .5' ACa r ST . �o 6 y. ';i~ 2 yc� 1 1 v}e R - �1 P �a P V �15 4 5 i 3 1ij1i S 9 - ?t •ir 1 ooi t .i` II SOIL ° ! 36C ' , Uzu _ s>� /}^�)}rye .y r ...•„-.,_-..,_ �,•,,,_^. ;. _ ,�_„'fi ��, ` 3 (j - i DA � ft/PO s't7�a spLAdI/� .� ;`�., -_ � ,.,_ a^._.-- _Y.--„ "'9-'i�ras, _ '�•..,.,,� , F ' J STOCKPILE­­_f � J o $. ,.' AREA TYP. 3 f _ Arr�._ - r 9 C •'PAVILION-.V` _...._.. PAVILION 111I D - PAr'VILaUN ,I- „ , o Oil f ' .r_ ;) DA � I •�,. � '�'i. MR, a r 'a. f d a^- S ^• F .a..,..b. 5f 3 J : P • _,a F . l , , , 2 Ru e ice, c•m'-�•,�-f' �.�''-•'-^v �F' ,•- „;� '�'�,a,��Yµ ��Q y\ � ��,H:`"N" N �,;�.�� ..�'^a'�' I ems- 'mil �� 4 i 3. ./°_ �°•.i ,/.>f' t®® R t 4 T 1 •-r t• ;� r R. STORM WATER,' I , `\ g p,. �?., 1 i. y / / j •; t� 3 MA AGMENT FACILITY"` ; 1 i r _ . '� �.�.''R,.i•t �� a BITE INSSTSA TLA,LBED AFTE RR iLIZED 1{ F a i jtt TRAP NO. 1 SE CORNER x 9 j � "+� .,• � t. rl �:-''i , _ t ti _v A 0.56 AC.G----- JaJ' e 1 1 { y{ f �• 1 6 Y, r'� j V L W / •'~ ,� ELE _� j/ f , ,t r-J� ••srl •t, - BOTT 24 2 i �. •; ,, . s ; ; , 1 w � �° �'fi+i._ � ''tea .., - _'1 x,�;.^ c `§ ",^..'•.-x/ f>r `�" ,.� s f / y ff 'may fj 3.5 2.0XXJ�'o P ` r w , 1 , ' r . -u. a.t - ,°t �`. .. ( } _ a ..,,,. '�,•`-.«w- ..,,> 3a or. .ri F..m''r. :' •_. ., fB'a`... `""",,.,a '' 'l' S WET/DRY 38 6 �. _v.. ,. .. -, � , _ 5 -,1.5 2,0. - b ,�, `\, , •x..,- ",*,,.,, w.�..,:..<,,,o.a„a .a. -.,..,..ten,%.®."•,• i„'`..s^•-,,,,.••. 'z-`-`- 8 ge!jr 'I' r , IP � � P, � / t .h.. .� �_ 5 ,.� �=.� _ ..ter~ :�� �� � z 1 °, , ... ., �.. "�,'ag .,,,'� mow. ,. �,',z-^=.�.�,e.n �, / -., -- - "a"`- '. ..`ti •: i0 `"•€a..,.., F-.,.:.. - i" ,.dr' 't'. ^ .,,., " A„r ryfi• ^-^ j'� \ 1,i r, t� r ��F .,. DRY/WEIR 44 22 r XIINV 41 ®� DA 7� V F T "LE^E':F^� I "vM,. "'. "'=yo .,•+a - s4OV .+. / , ,`fi, s t / ,....,,.�-.cat" /' •'».. .ram" 't • WEIR 3,4 2.5 (EL. 594) ., ..;. ;, „w.DA => , : a� m � •. �,=�^�'r;`-t».-.:-' -:,, c; ,,+ � m....,,,,•„•w.,,,..,.� ,�,r.,y, ,-•- „b:. q r l : f .. r t�. -1.80 ., I gglp'lia p�Y(sr4 -fr `� M g gg .: :.. .4 - �`"<,. y� it 1 ` �,.,:. -F:, 'w„j` •'`"' - Y' i' 'r'_ 4... � 9 n...-... � {y' 1 i -,y: l '� � '} _ � •"'.>ti: - � /' r�� x. k+ , f WHITE CABLES LANE E • �v-r . ,t IP"` h�i � � 3 , O �;- Tat m ( - • .I�-_ .•t� F ..-� �, `'} ; �t.'Tv. � :;'; ' _.•l _ ;;...a•; i l .;lj 5i:' �.i •'� SOIL °nor V 1 10 W, Vj RA , s. PAVILION iN I3 r` IP'. I PAVILION IV ,`- �� ��41, F E �., f 3 1 +`s _ 4 O THIS SHEET FOR EROSION AND _ I dP , a r ${y o1 ` r' �. t e q V i i, t" t' ' 1 J SEDIMENT CONTROL PURPOSES ONLY SOIL <Ff° ' t O r { yr' f _`��� - ' . , a , S r fjfr+ p\ _,..-... t ) _ , DX -' _. t REFER O SHEET 1 O _ d qr, 2A / 5 r , TREE PROTECTION PLAN ,1�` _ :___,-,.--__.•,._.,...�L.-.__ J TRAP NO. 2 SW CORNERtZ t _ j ' I A = 0.70 AC. , ELEV L W D Z r' ! � r u..,u,x-� a - - ''" �t a� _ TRAP NO., 4 NW CORNER BOTT 36 4 TRAP NO. 3 NE CORNER f / �' A = 0.62 AC. 4.0 2.0 } NA FIONA L L EGA L A = 1.80 AC. / ELEV L W D Z BOTT 133 0 WET/DRY 52 20 ESEA C� l Q®/ /!i G ELEV L W D Z / 2.0 2.0 1.8 2.0 f +L f = GROUP vi a t BOTT 44 10 / i^`,. § WET/DRY 141 8 DRY/WEIR 59 27 WET/DRY 58 24 11 3.6 2.0 -- --- --- �.- --- ® r ,tDRY/WEIR 144 0>9 2.0 WEIR 6.9 2.5 (EL. 606} 2.0 2.0 DRY/WEIR 66 32 -� WEIR 3.7 2.0 EL, 594 TCHLINE A A fr WEIR 10.8 2.5 (EL. 594) :-z '• ' SOIL TYPE j BOUNDARY, TYP, LIMITS OF .r' `r CONSTRUCTION; TYP. ' • f, SOIL MATCHLINE B- / J: 36C SF LIMITS OF CONSTRUCTION; TYP. J MATCHLINE - Scale 1"=40' Contour Interval=2' 1. Nnfps M TCHLINE A- Leizend 0 40 80 120 1. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE 9 THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND/OR BLOCKED IN SUCH A MANNER ST TO NOT ALLOW ACCESS TO THE SITE. CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. �� CONSTRUCTION ENTRANCE E. & S. STD. & SPEC. NO. 3.02 @ TEMPORARY E. & S. STD. SEEDING & SPEC. NO. 3.31 TS 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK 10. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. SF SILT FENCE -XX- PS PERMANENT SEEDING PS AND VIRGINIA REGULATIONS 4VAC50-30 EROSION & SEDIMENT CONTROL REGULATIONS. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER E. & S. STD, &SPEC. N0. 3.05 E. & S. STD. &SPEC. N0. 3.32 3. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE- THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT IP STORM DRAIN INLET PROTECTION S® SODDING S� CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING DORMANT FOR MORE THAN ONE YEAR. E. & S. STD. & SPEC. NO. 3.07 E> & S. STD. & SPEC, NO. 3.33 4. ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 'THE 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS EQUIPMENT PRIOR TOTHE PUBLIC STRUCTIRESPONO CIP CULVERT INLET PROTECTION E. & S. STD. & SPEC. NO. 3.08 MU MULCHING E. & S. STD. & SPEC. N0. 3.35 MU FIRST STEP IN CLEARING. AREATONTO ORDPRIVAOTEHER CITING CONTRACTOR'S A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ALLAY DUST, AND TAKE WHATEVER MEASURES -NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ®® TEMPORARY DIVERSION DIKE B�M SOILS TABILIZATION BLANKETS & MATTING 5. E. & S. STD. &SPEC. N0. 3.09 E. & S. STD, &SPEC. N0. 3.36 ON THE SITE AT ALL TIMES. 6• PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF -SITE BORROW OR WASTE AREAS), 12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION, S-r TEMPORARY SEDIMENT TRAP E. & S. STD. & SPEC. NO. 3.13 -�-P TREE PRESERVATION E. & S. STD. AND PROTECTION & SPEC. N0. 3.38 THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 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 �P OUTLET PROTECTION ®� DUST CONTROL D� E. & S. STD. &SPEC. N0. 3.18 E. & S. STD. &SPEC. N0, 3.39 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY CULVERTS. RIPRAP THE PLAN APPROVING AUTHORITY, 14. EXISTING VEGETATION: LAWN E. & S. STD. &SPEC. N0. 3.19 �RCR 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 15. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA -�-® TOPSOILING FINAL STABILIZATION IS ACHIEVED. IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL. E. & S. STD. & SPEC. NO. 3.30 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 16. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE PLAN APPROVING DEVICE. AUTHORITY APPROVES REMOVAL. 10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 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, chap r p changed, o copied in any form or manner whatsoever, atsoe er nor are they to be assigned to third �y an ud without first y obtaining the express permission and consent of either McKee Carson or Field Sport ,--Concepts, Ltd. op �ROBERT B. MCKEE� NO. 7783 � w ZONAL . cv Cd LA Revisions: 1.10/17/03 CO. COMMENTS Scale: H:1" = 40' Date: 4/28/03 Project No.: 0219 Designed: SWE Checked: SWE Sheet No.: 1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS Mc E CARSON III I ACCORDING TO HEIGHT OF EMBANKMENT (FEET) T CONSULTING ENGINEERS EXISTING ORIGINAL 1LANDSCAPE 70' MIN. p� 3 5.1 PAVEMENT EROA ON VARY H HO W W _1'� `-r �' LAND PLANNERSHITECfS 1.5 0.5 2.0 �, �` 301 East High Street 2.0 1.0 2.0 ��/ Charlottesville, VA 22902 FILTER CLOTH--'6" MIN. A MOUNTABLE BERM -_434-979-7522 (OPTIONAL) 67 CU. YD./ACRE 2.5 1.5 2.6--------- www.mckeecarson.com ke2carson.com VARIABLE SIDE ELEVATION N j 3.0 2.0 2.6 H 3.6 2.5 3.0 H EXI TING GROUND 4.0 3.0 3.0 0 67 CU. YD./ACRE 4.5 3.5 4.0 cl ORIGINAL 70 MIN' 4' MAX. 5.0 4.0 4.5 GROUND McKee Carson and Field Sport Concepts, Ltd. WASHRACK (EXCAVATED) ORIGINAL ELEV. / reserves its common taw copyright and other B 10' MIN. FILTER GROUND r property rights in these drawings. All ideas, (OPTIONAL) I CLOTH ELEVATION _ I II I I`T�I I �� designs, sections, details, and plans are the *SEE TEMPORARY SEDIMENT TRAP COARSE EXCAVATED AREA _ _- Iproperty of McKee Carson and Field Sport 1o'MI I I=1 I i-I 12' MIN. EXISTING DIMENSIONS DETAIL AGGREGATE RI RAP I MAX. DEPTH - 4' (I Concepts, Ltd. These plans arenattobe PAVEMENT x reproduced, changed, or copied in any form I CROSS SECTION OF OUTLET GRAVEL FILTER 12" or manner whatsoever, nor are they to be nA p��yq ® RUNOFF WATER WIRE MESH assigned to any third party without first VDOT #1 iQ LENGTH (IN FEET) = C TEMPORARY SEDIMENT TRAP DIMENSIONSxD-aaT FILTERED WATER obtaining the express permission and consent COARSE AGGREGATE B I POSITIVE DRAINAG 6 x DRAINAGE AREA of either McKee Carson or Field Sport TO SEDIMENT CLASS I RIPRAP (IN AC.) 30 DETAIL N.T.S. o e MUST EXTEND FULL WIDTH TRAPPING DEVICE d Concepts, Ltd. OF INGRESS AND EGRESS DIVERSION OPERATION PLAN VIEW / DIKE - 12' MIN. -I� o 4. a AlQ � AL TH 0� 3" MIN. D ° Ao +Q� 3" MIN. SEDIMENT FILTER CLOTH COMPACTED SOIL - 1 ROBERT B. MCKEE SECTION A -A //// J ��-- EROSION CONTROL FABRIC CONCRETE GUTTER 12"^ CURB INLET NO. 7783 �� VDOT STD. EC-3 - 6'-7" COARSE AGGREGATE 18" MIN. st1rst�Szs,tE� FLOWN �p I �� J j I I� ! II I� I I� I SPECIFIC APPLICATION �I EXCAVATE S� AREA FILTER ANAL - - - - - / CLOTH - milli - - - - - -111111 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS 4,5' MIN. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE REINFORCED CONCRETE - COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED DRAIN SPACE AREAS. WASHRACKO(OPTIONAL) OUTLET (PERSPECTIVE VIEW) x GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE, ADAPTED from 1983 Maryland Standards for Soll aroalan and Sadlment Control, and Va. DSWO A STONE CONSTRUCTION ENTRANCE xD-atz B TEMPORARY SEDIMENT TRAP x0-006 D TEMPORARY DIVERSION III xU-006 EGRAVEL CURB INLET SEDIMENT FILTER xo-004 30 DETAIL N.T.S. 30 PERSPECTIVE AND SECTION N.T.S. 30 DETAIL N.T.S. 30 DETAIL N.T.S. iw�wNuni rt%A r LAY SOD IN A STAGGERED Yntl vt�t, PATTERN. BUTT THE I� STRIPS TIGHTLY AGAINST 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH EACH OTHER. DO NOT UPSLOPE ALONG THE LINE OF rt v IV\\Wvru LEAVE SPACES AND DO NOT Cd v�tr rV�ydrrrll raw y OVERLAP. A SHARPENED STAKES. MASON'S TROWEL IS A _ 6'MAX, HANDY TOOL FOR TUCKING r j rw+ v vnt' DOWN THE ENDS AND r (vr�vni TRIMMING PIECES. •� LIMITS OF FENCE TO BE DETERMINED BY , BUTTING -ANGLED ENDS I PROJECT ENGINEER INCORRECT CAUSED BY THE AUTO- 4 MATIC SOD CUTTER MUST ��r / G� - BE MATCHED CORRECTLY" FLOW I - SNOW FENCE 1& , .', U CORREc�i 411 6-1 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT ' TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. i i w ( - tl ((T(, (, ,(. ., .(("("f ic(c(( ,tlr(f.((, r((((ft ((ff( t(( (t(!! t ,,, ,,,, , , ('(I( ((( (YOU tt( (t(((t .I ((((tif ttt tt!((t((r l'((( (ttt (((( (((t(.(l(t ( rtE(t t (tt(tl[t !t t(!ti ,t W (tc tucutft '((tt((((f (( !( tttlt((((((t( E'ctuc rrrctccr !tf tluit rr tutcc((t ,('t(((t((((t(. ((c tt(t(((((t(((( �' rr rc cc ulticlt IIII PLASTIC FENCE Pccfttttttc(`t'ti, ittt(((`(i �i t`(`(i(`(`f (t ct�cttticcftrtc,(.t , ((( (((((((( c t (u (c uu (c(u a u! tt t t (t((((((t(((t(t ,�u „ tctluu(tuut(u(citu I� ((((t(((t((t(ttrl,t,t (f t r • , (((((t (t l t ((' .t (((((((t t ((t l L�-� tlll�(,Erif(t(t(tEE(E(E(ElE(t(((tft(t(t((ft(t(r(r(,(Itrr, .,t,(,�((,t,t(,(,c,t,t,(,t,(,(,t.(c,(.(.(.t.(.t....... ((((((((l(((( .•rrrurrrurrrrr`r'r'Pr'r'rrrrrrrrrrrrurtrttttttrtttt(tttt((tttt ,I I= FLOW . CORRECT METHODS OF TREE FENCING. ROLL SOD IMMEDIATELY WATER TO A DEPTH MOW WHEN THE SOD IS TO ACHIEVE FIRM OF 4" AS NEEDED. ESTABLISHED - IN CONTACT WITH THE SOIL. WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAID. MOWER HIGH (2"-3"). t SHEET FLOW INSTALLATION t I (PERSPECTIVE VIEW) A P P E A R ANC E OF GOOD S O D FLOW 3' SHOOTS OR GRASS BLADES. A MA A GRASS SHOULD BE GREEN AND 06 Z _ HEALTHY, MOWED AT A 2"-3" Revisions: , 0,e5 "rCUTTING HEIGHT. 1.10/17/03 CO. COMMENTS THATCH -GRASS CLIPPINGS AND 00 CORRECT TRU MORING DEAD LEAVES, UP TO x" THICK. POINTS A SHOULD BE HIGHER THAN POINT B. 00 DRAINAGEWAY INSTALLATION TRIANGULAR BOARD FENCE ROOT ZONE -SOIL AND ROOTS. SHOULD BE x"-3/4" THICK, WITH (FRONT ELEVATION) Source: Va. DSCW V DENSE ROOT MAT FOR STRENGTH. F SILT FENCE WITHOUT WI SUPPORT) xD-oo9 G T POT TI S V TI N F CIN XD-02, H DUUI SOURCE: VA. Dswc xo-023 DETAIL N.T.S. 30 DETAIL N.T.S. 30 DETAIL N.T.S. Scale: AS SHOWN Date: 4/28/03 Project No.: 0219 Designed: SWE Checked: SWE z r t N RETAINING WALL SCHEDULE (SECTIONS A t B/SD DIMENSIONS REINFORCING Hw "A" "B" "C" "W" "D" BARS "L" BARS "M" BARS "0" BARS 110" BAR L "P" BARS O'-O" - 4'-0" 1'-0" 1'-0" 1'-0" 2'-10" #4 18" (4) - #q ------- ##4 a 18" FULL HT #4 9 18" 4'-0" - 6'-0" It-0" 1'-0" 11- I" 3'-1" #4 18" (6) - #4 44 a 18" #1 a 18" FULL HT #4 a 18" 6'-0" - 8'-0" I'-O" I'-O" 2'-II" q'-q" #4 a 12" (1) - #q #4 a 12" #q a 12" 3'-1" #q a 12" 8'-O" - 10'-0" I' -I" 1'-6" 3'-II" 6'-3" #4 a 12" (1) - #5 #4 a 12" #5 a 12" 4'-4" #q a 12" 10'-0" - 12'-0" 1'-3" 2'-1" 5'-O" 1'-II" #5 a 10" (9) - #5 #5 a 10" #6 a 10" 5'-3" #5 a 10" SECTION KA 3/4" = 1'-O" AD" NOTES: I. CONC: 3000PS1 a 28 Di 2. REINF: GRADE 60 3, MAX SOIL BEARING PRE 2000 PSF (ASSUMED) 4. PROVIDE WALL CONTRO. a 20'-0" MAX. SEE C/S 3" CLR z 3 t CN SECTION e 3/4" = 1'-0" SI JOINT SEALANT I" BACKER ROD DET "A" REVIOUS POUR , CUT ALTERNATE HORIZ 11 ---BARS AT JOINT SALT I of ENNIS J 0 ER No. l 334 0,5 0NAL COAT JOINT TO BREAK BOND ALL BARS MAY BE STOPPED AT JOINT t ALT, BARS SPLICED W/ 601) LONG DOWIELS CENTERED ON JOINT .,p EARTH FACE -- SEE DETAIL "A" (CONSTRUCTION JOINT IS TO BE USED ONLY AT CONTROL JOINT LOCATIONS) FALL CONSTRUCTION JOINT 16 GA GALV SHEET SEE DETAIL "A" STL COATED TO CUT ALTERNATE HORIZ. PREVENT BOND. WIRE BARS AT JOINT TIES 5 EACH HORIZ BAR V TOP OF FOOTING b ELEVATION SEE ARCH EARTH FACE --� WALL CONTROL JOINT us POUR 1"4) x 2'-0" PLAIN DOWEL a 10" O/C SEE DIET "A" 3/4" PREMOLDED FILLER PAPER SLEEVE OR GREASE AND WRAP v 3" CLR EARTH FACE —� WALL EXPANSION JOINT SECTION NO SCALE SI 2" CLR 0 ac U .'D .. '.0 ..p• 'Q ,. . \.__ BEND IN FIELD IF REQUIRED FOOTING STEP (WHERE REQUIRED) SECTION D NO SCALE SI '/V I C McKEE CARBON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 w,mrrckeecarson,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. Moller & Associates Consulting Structural Engineers 108 First Street South Charlottesville, VA 22902 Phone:434-971-3027 Fax:434-971-4027 LL1 ctS ti) 'Fn V) C) v_J :�- 0 U.J LU V V) cd Q w Scale: AS NOTED Date: 4/28/03 Project No.: 0000 Designed: JHH Checked: DJM 0304-05