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SDP200800155 Plan - Approved 2009-03-31
RESTORATION OF MONTALTO DRAWING LIST SITE SUMMARY OWNER: THOMAS JEFFERSON FOUNDATION (811) IN ADVANCE } ANN TAYLOR, EXECUTIVE VICE PRESIDENT TIME PERIOD DEPARTMENT OF PLANNING & P 0 BOX 316 WITH CURRENT --m gA k CHARLOTTESVILLE, VA 22902-0316 �1 2- - v Z6 OWNER REPRESENTATIVE: MATTHEWS DEVELOPMENT COMPANY L.L.C. C2.1 ADDRESS: ONE BOARS HEAD POINTE DRAINFIELD PLAN AND SEPTIC SYSTEM DETAILS J CHARLOTTESVILLE, VA 22903 o3•z4•D9 CONTACT: MIKE MATTHEWS EROSION & SEDIMENT CONTROL PLAN TELEPHONE NO: 434-972-7764 ..:'3-J(CC/ TAX MAP NUMBER: T.M.P.77-31, T.M.P.77-31B, T.M.P.78-25A MATERIALS PLAN PRESENT ZONING: ZTA 2007-06 MONTICELLO HISTORIC DISTRICT (MHD) L1.21 PROPOSED USES: SEMINARS, CONFERENCES, LECTURES, MEETINGS, AND SPECIAL PROGRAMS; L2.10 CATERED FOOD SERVICE; OUTDOOR EVENTS AND GATHERINGS; SCHOLAR GRADING AND DRAINAGE PLAN APARTMENTS AND SCHOLAR OFFICES; EDUCATIONAL PROGRAMS; GRADING AND DRAINAGE PLAN ADMINISTRATIVE OFFICES; CARETAKER RESIDENCE PLANTING PLAN: TREES AND SHRUBS MAXIMUM BUILDING HEIGHT: NO CHANGE TO HEIGHT OF EXISTING BUILDINGS L3.20 APPROXIMATE PROPOSED SQ. FT.: HOUSE: 10,650 S.F.; UPPER BARN: 8,100 S.F.; LOWER BARN: 5,000 S.F.; L0.30 TOWER: 2.600 S.F. L3.40 MAX. NUMBER OF DWELLING UNITS: ONE DWELLING UNIT / 21 ACRES; 15 MAX. IRRIGATION PLAN TOTAL AREA OF PARCEL: 329.68 ACRES L4.30 PROJECT AREA: 17.25 ACRES SITE DETAILS: LIGHTING MAXIMUM IMPERVIOUS AREA; 10 ACRES L6.11 PAVED PARKING AND L6.12 SITE DETAILS; PAVING PLANS VEHICLE CIRCULATION AREA: 1.78 ACRES L6.21 OPEN SPACE: 14.29 ACRES WITHIN PROJECT AREA SITE DETAILS: STEPS L6.23 (82.8% OF PROJECT AREA) L6.30 RECREATION AREA: NONE SITE DETAILS: WALLS PUBUC USE AREA: NONE L6.33 PARKING REQUIRED: AS APPROVED BY ZMA-2007-23, MAY 7, 2008 SITE DETAILS: PLANTING PARKING PROVIDED: 49 SPACES (46 STD. + 3 H.C. ACCESSIBLE) EO.2B PHOTOMETRIC PLAN PHASE 2 O (+19 ADDITIONAL SPACES ON STABILIZED TURF) INTERMEDIATE PUMP STATION S2.3 REFERENCE ZMA-2007-23, MAY 7, 2008 TOTAL SURVEY: THE DESIGN OF THE DEVELOPMENT IS BASED ON UTILITIES SHOWN ON A DRAWING PREPARED BY DRAPER ADEN ASSOCIATES DATED MARCH 20, 2004. TOPOGRAPHIC FEATURES OF THE SITE WERE TAKEN FROM A DRAWING PREPARED BY DRAPER ADEN ASSOCIATES DATED DECEMBER 26, 2006. NOTE: TOPOGRAPHY WAS VISUALLY INSPECTED BY JULIA W. SKARE ON OCTOBER 10, 2008. NOTE: THE SITE IS NOT IN A RESERVOIR WATERSHED. Ve,s -STATE ROUTE 53 $g `moi 4 � MOUNTAIN TOP FARM ROAD •� PROPERTY W \ (PRIVATE DITRAKE ROAD) BOUNDARY u rr ri 1 rr PROJECT AREA r h' t , i / I i 1 , o slams � � r \. r � NOTE: CONTRACTOR TO CONTA( APPROVALS (811) IN ADVANCE } WORK. ADVANCE TIME PERIOD DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT WITH CURRENT --m gA k 4& 00A.0 �1 2- - v Z6 DEPARTMENT OF ENGINEERING POST -DEVELOPED DRAINAGE AREA MAP C2.1 DEPARTMENT OF ZONING C2.2 DRAINFIELD PLAN AND SEPTIC SYSTEM DETAILS J CONSTRUCTION DETAILS o3•z4•D9 FIRE OFFICE EC1.1 EROSION & SEDIMENT CONTROL PLAN % �4b EROSION & SEDIMENT CONTROL DETAILS ..:'3-J(CC/ SERVICE AUTHORITY L1.11 MATERIALS PLAN VIRGINIA DEPARTMENT OF TRANSPORTATION LAYOUT PLAN L1.21 MATERIALS PLAN L1.30 Ve,s -STATE ROUTE 53 $g `moi 4 � MOUNTAIN TOP FARM ROAD •� PROPERTY W \ (PRIVATE DITRAKE ROAD) BOUNDARY u rr ri 1 rr PROJECT AREA r h' t , i / I i 1 , o slams � � r \. r � NOTE: CONTRACTOR TO CONTA( MISS UTIUTY (811) IN ADVANCE OF PLANNED WORK. ADVANCE TIME PERIOD SHALL BE IN ACCORDANCE WITH CURRENT MISS UTILITY GUIDELINES (www.m issutilityofvirginia.com) DESIGN TICKET: VICINITY MAP 1 inch = 6001t. These documents, including drawings and specifications, were prepared by Draper Aden Associates, Consulting Engineers, pursuant to o contract by and between Draper Aden Associates and Glave and Holmes Associates with respect to the project described in said contract. Any reuse or modification of said documents (whether hard copy or electronic) without written verification or adaptation by Draper Aden Associates for the specific purpose intended will be at the sole risk of the individual or entity utilizing said documents, drawings and specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorney's fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. SHT. DESCRIPTION C0.0 TITLE SHEET C0.1 GENERAL NOTES AND LEGENDS C1.1 OVERALL EX. CONDITIONS PLAN C1.2 EXISTING CONDITIONS / DEMOLITION PLAN C1.3 PRE -DEVELOPED DRAINAGE AREA MAP C1.4 POST -DEVELOPED DRAINAGE AREA MAP C2.1 SITE LAYOUT AND UTILITY PLAN C2.2 DRAINFIELD PLAN AND SEPTIC SYSTEM DETAILS C3.1 CONSTRUCTION DETAILS C3.2 BIORETENTION DETAILS EC1.1 EROSION & SEDIMENT CONTROL PLAN EC1.2 EROSION & SEDIMENT CONTROL DETAILS L1.10 LAYOUT PLAN L1.11 MATERIALS PLAN L1.20 LAYOUT PLAN L1.21 MATERIALS PLAN L1.30 LAYOUT AND MATERIALS PLAN L2.10 GRADING AND DRAINAGE PLAN L2.20 GRADING AND DRAINAGE PLAN L2.30 GRADING AND DRAINAGE PLAN L3.10 PLANTING PLAN: TREES AND SHRUBS L3.11 PLANTING PLAN: PERENNIALS, BULBS AND GROUNDCOVER L3.20 PLANTING PLAN: TREES AND SHRUBS L3.21 PLANTING PLAN: PERENNIALS, BULBS, AND GROUNDCOVER L0.30 PLANTING PLAN L3.40 IRRIGATION PLAN L3.50 IRRIGATION PLAN L4.10 LIGHTING PLAN L4.30 LIGHTING PLAN L4.40 SITE DETAILS: LIGHTING L6.10 SITE DETAILS: PAVING L6.11 SITE DETAILS: PAVING L6.12 SITE DETAILS; PAVING PLANS L6.20 SITE DETAILS: STEPS L6.21 SITE DETAILS: STEPS L6.22 SITE DETAILS: STEPS L6.23 SITE DETAILS: STEPS L6.30 SITE DETAILS: WALLS L6.31 SITE DETAILS: WALLS L6.32 SITE DETAILS: WALLS WALLS Al L6.33 SITE DETAILS: L6.40 SITE DETAILS: PLANTING EO.2A PHOTOMETRIC PLAN PHASE 1 EO.2B PHOTOMETRIC PLAN PHASE 2 O M1.3 INTERMEDIATE PUMP STATION S2.3 SITE WALL DETAILS TOTAL NUMBER OF SHEETS: 46 D DRAPER ADEN ASSOCIATES REVIEW THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: W.SKARE PRf1.IFCT f1FSIGNFR YKVJCI.I M/61NMV[:R GLENN W. CUSTIS � ��� QUALITY REVIEWER Draper Aden Associates CMrinrrurille Aladelwr8 RirMwN HamMnn A.wlr W E.,M ., . Su11n8 Enwrmmavol Service 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W www.daa.corn PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLF COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITMAN & 110 THIRD STREET, HE CHARLOTTESVILLE, VA 229 02-52 24 T 434 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434 977 1862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804 649 9303 F 804. 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703- 404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 9844158 SEAL 'T11 0 UO � Lic� (io. 4 93 SSIONAL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12 29 8 PER DJIRRY WWN 2 (11/2310 PER COUNIT SIB" SHEET TIRE TITLE SHEET SHEET NUMBER CO.O IW GENERAL NOTES 1. GENERAL SITE INFORMATION: 4, UNLESS ESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE, DEMOLITION OPERATIONS SHALL CONFORM TO THE FOLLOWING A.THE DESIGN OF THE DEVELOPMENT IS BASED ON EXISTING REQUIREMENTS: TOPOGRAPHIC FEATURES AND UTILITIES SHOWN ON A DRAWING PREPARED BY DRAPER ADEN ASSOCIATES, DATED DECEMBER A.TREE REMOVAL SHALL ONLY BE PERFORMED IN AREAS OF 26, 2006. REQUIRED EARTHWORK OR BUILDING FOOTPRINT. DO NOT REMOVE TREES MORE THAN 5 FT. FROM EARTHWORK CUT/FILL 2, SITE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LIMITS, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. THE FOLLOWING GENERAL REQUIREMENTS: REMOVAL OF OTHER VEGETATION IS NOT SHOWN. CONTRACTOR SHALL REMOVE VEGETATION BASED ON THE EXTENT A.FIELD LAYOUT SHALL BE BASED ON THE DIMENSIONS SHOWN DETERMINED TO BE REMOVED IN FIELD. ON THE DRAWINGS. DIMENSIONS ARE FROM INSIDE BOTTOM FACE OF CURB AND TO EXTERIOR FACE OF BUILDING, UNLESS B. TRANSPORT DEBRIS IN COVERED TRUCKS IN A MANNER TO NOTED OTHERWISE. SPOT ELEVATIONS ON CURBS ARE ONLY PREVENT SPILLAGE ON STREETS. DEBRIS MATERIAL REMOVED TOP IF NOTED AS TOP OF CURB. SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND B. ALL BUILDING DIMENSIONS, UTILITIES ROUTING, BUILDING SHALL BE DISPOSED IN ACCORDANCE WITH LOCAL AND STATE PERIMETER SIDEWALKS, AND OTHER BUILDING PERIMETER REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TIPPING STRUCTURES INDICATED, SHALL BE CHECKED AND FEES THAT MAY BE ASSOCIATED WITH OFF-SITE DISPOSAL. COORDINATED WITH THE ARCHITECTURAL BUILDING PLANS. 5 UNLESS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE, WHERE CONFLICTS EXIST, CONTACT THE OWNER'S EARTHWORK MATERIALS AND INSTALLATION SHALL CONFORM TO REPRESENTATIVE FOR CLARIFICATION. THE FOLLOWING REQUIREMENTS, C. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF PLANS A.STRIP ALL VEGETATIVE MATTER, SOD, GRASS, AND RUBBISH AND PERMITS ON SITE AT ALL TIMES DURING CONSTRUCTION. FROM WITHIN PORTIONS OF THE JOB SITE TO BE EXCAVATED A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE OR FILLED. STRIP TOPSOIL TO WHATEVER DEPTHS FOR CONTACT BY LOCAL INSPECTORS. ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER OBJECTIONABLE MATERIAL. D. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH TOPSOIL SHALL BE SEGREGATED AND STOCKPILED ON-SITE. FEDERAL, STATE, AND LOCAL REQUIREMENTS. PRIOR TO COMMENCEMENT OF WORK, NOTIFICATION TO THE COUNTY IS B. PRIOR TO FILL WORK, PROOF ROLL BUILDING AND PARKING REQUIRED AND ALL NECESSARY LICENSES AND PERMITS SHALL AREAS (WITH A LOADED TANDEM TRUCK OR SIMILAR BE OBTAINED BY THE CONTRACTOR (BUILDING PERMIT COST BY EQUIPMENT. VERIFY THAT SUBGRADE IS NOT SOFT, SPONGY, OR OWNER). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPOSED OF OTHERWISE UNSTABLE MATERIALS. IF UNSTABLE ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE MATERIALS ARE ENCOUNTERED, STOP WORK AND NOTIFY LICENSES/PERMITS. OWNER'S REPRESENTATIVE OF ANY UNACCEPTABLE AREAS. E. IF NOT STIPULATED IN THE ASSOCIATED PERMITS, THE C. FILLS PLACED AGAINST SLOPING SURFACES SHALL BE 'KNIT' CONTRACTOR SHALL CONTACT THE COUNTY AT LEAST 24 OR BENCHED INTO THE EXISTING SLOPE IN HORIZONTAL LAYERS HOURS PRIOR TO STARTING THE PROJECT. IN SUCH A MANNER AS TO PROVIDE SATISFACTORY BOND AND TO AVOID PLANAR SURFACES OF POTENTIAL SLIDING. F. NOTHING ON THESE CONTRACT DRAWINGS SHALL BE D. MATERIAL OF UNACCEPTABLE MOISTURE CONTENT SHALL CONSTRUED AS A GUARANTEE THAT UTILITIES INDICATED AS EITHER BE CONDITIONED TO ADJUST THE MOISTURE CONTENT EXISTING ARE IN THE LOCATION INDICATED OR THAT THEY TO WITHIN THE RANGE NEEDED TO ACHIEVE THE REQUIRED ACTUALLY EXIST, OR THAT OTHER EXISTING UTILITIES ARE NOT DENSITY OR REMOVED. ANY MATERIAL HAVING AN WITHIN THE AREA OF OPERATIONS. UNACCEPTABLE MOISTURE CONTENT SHALL BE CONDITIONED OR G.PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REMOVED AT THE EXPENSE OF THE CONTRACTOR. MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE E. VERIFY THAT PREVIOUSLY PLACED MATERIAL IS NOT SOFT, EXISTENCE, LOCATIONS, AND ELEVATIONS OF EXISTING UTILITIES SPONGY, OR COMPOSED OF OTHERWISE UNSTABLE MATERIALS. IN THE WORK AREA. CONTRACTOR SHALL CONTACT MISS IF UNSTABLE MATERIALS ARE ENCOUNTERED, STOP WORK AND UTILITY AT (800) 552-7001, MINIMUM 72 HOURS PRIOR TO NOTIFY OWNER'S REPRESENTATIVE. ANY EARTH MOVING ACTIVITIES. H. CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY IF AN F. GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING. EXISTING UTILITY LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE DRAWINGS, IF THERE APPEARS TO BE g4 UTILITY SERVICE FOR THE DEVELOPMENT SHALL BE IN CONFLICT, AND IF A UTILITY IS DISCOVERED THAT NOT SHOWN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: ON DRAWINGS. A. PROVIDE TEMPORARY SHORING AND BRACING AS NECESSARY I. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY TO SAFELY SUPPORT EXCAVATION. REMOVE SHORING AND ALL UTILITY COMPANIES WHICH HAVE AFFECTED UNDERGROUND BRACING FROM EXCAVATION AS BACKFILUNG PROGRESSES. UTILITIES. SHORING SHALL BE IN ACCORDANCE WITH OSHA 29 CFR 1926, SUBPART P -EXCAVATIONS, LATEST REVISION. J. PROTECT EXISTING STRUCTURES, UTILITIES, AND EQUIPMENT FROM DAMAGE. DAMAGE OR DISTURBANCE TO STRUCTURES, B.ALL UTILITY WORK SHALL BE SUBJECT TO INSPECTION BY THE UTILITIES, AND EQUIPMENT TO REMAIN SHALL BE REPAIRED OR COUNTYS INSPECTOR, WITH ALL DEFICIENCIES CORRECTED BY REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE CONDITIONS AT NO COST TO THE OWNER, IN ACCORDANCE FOR NOTIFICATION OF APPROPRIATE OFFICIALS PRIOR TO WITH THE OWNER'S REPRESENTATIVE AND THE AUTHORITIES COMMENCEMENT OF WORK. ALL UTILITIES WILL BE VISUALLY HAVING JURISDICTION. INSPECTED AND APPROVED BY THE COUNTY PRIOR TO BACKFILLING. K. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL ONSITE S AND OTHER DRAINAGE POSSIBLE SEWER MAINS SHALL B AT EXISTING OR NEW DITCHES, PIPE C. WHEREVER E LAID LEAST STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS 10 FEET, HORIZONTALLY, FROM ANY EXISTING OR NEW ACCEPTED BY OWNER. THE CONTRACTOR IS RESPONSIBLE FOR WATERLINE MAIN. SHOULD LOCAL CONDITIONS PREVENT A ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE LATERAL SEPARATION OF 10 FEET, THE SEWER UNE MAY BE STRUCTURES IN OPERABLE CONDITIONS. LAID AS CLOSE AS 6 FEET PROVIDED THAT THE LINE IS IN A SEPARATE TRENCH AND THE TOP OF THE SEWER LINE IS L. OBTAIN ADVANCE APPROVAL FROM LOCAL AND STATE INSTALLED AT LEAST 18 INCHES BELOW THE BOTTOM OF THE AUTHORITIES FOR ANY WORK PERFORMED IN ROADWAYS, WATERLINE. WHERE VERTICAL SEPARATION CANNOT BE WALKWAYS, OR RIGHT OF WAYS, ADJACENT TO SITE AND FOR MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF ANY DETOURING OF TRAFFIC. PROVIDE ALL SAFETY MEASURES MECHANICAL JOINT, DUCTILE IRON PIPE, CLASS 50, AWWA C151. AND DEVICES REQUIRED BY APPLICABLE REGULATORY AGENCIES. D. EXTERIOR FINAL LIGHTING SHALL NOT CAST A GLARE UPON ADJACENT PROPERTY OR UPON A PUBLIC RIGHT-OF-WAY. M.BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS. OPERATE WARNING E. NO STRUCTURES OR PLANTING OF TREES SHALL BE PERMITTED LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING IN UTILITY EASEMENTS. JURISDICTION. IT IS THE CONTRACTOR RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF F. AT ENTRANCE/EXIT LOCATIONS AND WITHIN THE PARKING VIRGINIA (OVERHEAD HIGH VOLTAGE ONES SAFETY ACT). AREA, ANY NEW LANDSCAPING AND SITE IMPROVEMENTS BY OWNER SHALL BE INSTALLED AND MAINTAINED SO AS NOT TO WALL IMPROVEMENTS AND WORK SHALL BE SUBJECT TO INTERFERE WITH SIGHT DISTANCE. INSPECTION BY THE COUNTY. THE CONTRACTOR SHALL PROVIDE QUALITY WORKMANSHIP. CONTRACTOR TO COORDINATE WITH G. GAS METERS SHALL BE INSTALLED A MINIMUM OF 3' AWAY OWNER'S REPRESENTATIVE AND ADJACENT PROPERTY OWNERS FROM ALL DOORS, WINDOWS, FRESH AIR INTAKES, AND AS REQUIRED TO OBTAIN TEMPORARY ACCESS IF NECESSARY. ELECTRICAL EQUIPMENT. O.ALL WATER AND SEWER IMPROVEMENTS AND WORK SHALL MEET VIRGINIA DEPARTMENT OF HEALTH AND THE COUNTY OF ALBERMARLE CONSTRUCTION STANDARDS. THE COUNTY OF ALBERMARLE WILL INSPECT ALL OF THE WATER AND SEWER NOTE: CONTRACTOR TO CONTACT MISS UTILITY (811) IN ADVANCE C'9!. WORK. AT LEAST 36' COVER TO BE MAINTAINED OVER ALL OF PLANNED WORK. ADVANCE EXISTING WATER AND SEWER LINES. TIME PERIOD SHALL BE IN 4X1j ACCORDANCE WITH CURRENTH` ,S11P MISS UTILITY GUIDELINES 3. EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED IN Ht WI . ACCORDANCE NTH THE FOLLOWING REQUIREMENTS: T (www.missuttlityofvirginia.com). A.PROVIDE EROSION AND SEDIMENT CONTROL TO MINIMIZE DESIGN TICKET: b EROSION AND TRANSPORT OF SEDIMENT BEYOND LIMITS OF°�"e CONTRACTOR'S WORK AREA IN ACCORDANCE WITH THE COUNTY ®y�9pp OF ALBERMARLE AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, AND THE NOTES ON THE SITE CONTRUCTION PLAN. EXISTING LEGEND PROPOSED ---443--- 1' Contour Line -445- 5' Contour Line {r Benchmark Q Brick 3'02 Building Face Q Concrete T 434-295-0700 F 434-295-2105 W w .daax m Pavement QDecidous Tree Edge of Shrubs Electric Light Pole e Evergreen Tree x Fence 0 Post Rock Outcrop 0 Sanitary Clean-out Valve O ® Shrub -� Sign - _ Storm Drop Inlet w/storm line 0 Telephone Pedestal M Wl. Tree Line Underground Cable TV -cAty- ° Underground Electric ` Underground Telephone 3'02 Underground Utility (Unknown) CE Waterline -w- T 434-295-0700 F 434-295-2105 W w .daax m PROJECT TITLE 3.05 Water Spigot SF Well © Cable Manhole X Fence Guard Rail 0 Light Pole 0 Monument Found 0 Property Corner - Stream or Gully - ..... -'a.. ..... - Utility Pole ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING IPUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DIEPARTMENT OFTRANSPORTATION (VDOT). THIS PLAN AS DRAWN MIAY:NOT ACCURATELY REFLECT THE REQUIREMENTS OFTHE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF 1THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL. CONFORM TO CURRENT SPECIFICATIONS ANDSTANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERCONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZON TAIL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 'THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). EROSION CONTROL NOTES 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ES -2. THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (OCR) MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. ES -5. PRIOR TO THE COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INDICATING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE COUNTY OF ALBERMARLE AND DCR. 7. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY (AT LEAST DAILY) 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. THE CONTRACTOR WILL MAINTAIN A LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE FOR INSPECTION BY THE OWNER AND THE PLAN APPROVING AUTHORITY. 10. ES -10. A COPY OF THE VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL SHALL BE MAINTAINED ON SITE AT ALL TIMES. 11. MS -1. [4(1)] PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WALL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 12. MS -2. [4(2)] DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 13. MS -3. [4(3)] A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE DIVISION OF SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF CONSERVATION AND RECREATION, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 14. MS -4. [4(4)] SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 15. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 16. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 17. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE. 18. MS -17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 19. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. EROSION & SEDIMENT CONTROL LEGEND N;:. TITI F VF" "I"1P,2L 3'02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W w .daax m PROJECT TITLE 3.05 SILT FENCE SF M 3.07 STORM DRAIN INLET PROTECTION IP 3.18 OUTLET PROTECTION Op 3.31 TEMPORARY SEEDING TS ►•-{ TS }--► 3.32 PERMANENT SEEDING P$ PS 3.36 SOIL STABILIZATION BLANKETS & MATTING MECHANICAL ENGINEER 3.38 TREE PRESERVATION AND PROTECTION 3.39 DUST DUST CONTROL DC DC EROSION CONTROL NARRATIVE & CONSTRUCTION SEQUENCE 1. A PRE -CONSTRUCTION CONFERENCE MAY BE REQUIRED. CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR TO COORDINATE. 2. INSTALL SILT FENCE AND DROP INLET PROTECTION. 3. AFTER ALL EROSION CONTROL FEATURES HAVE BEEN INSTALLED, PROCEED WITH DEMOLITION, PARKING LOT & SIDEWALK CONSTRUCTION, AND UTILITY INSTALLATION. 4. COMPLETE FINAL GRADING OF THE SITE & INSTALL PERMANENT STABILIZATION MEASURES. 5. AFTER CONSTRUCTION IS COMPLETE. CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR FOR FINAL INSPECTION. UPON APPROVAL, REMOVE ALL TEMPORARY EROSION CONTROL FEATURES. EROSION & SEDIMENT CONTROL MAINTENANCE NOTES 1.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL 2.) ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND'REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. 3.) ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. 4.) THE ACCEPTANCE OF APPROVAL IMPLIES THAT THE APPLICANT HAS AGREED TO USE MATERIALS AS INDICATED ON THE EROSION CONTROL PLAN, ATTACHMENTS AND SAMPLES SUBMITTED. ANY CHANGE IN THE APPROVED DESIGN OR MATERIALS WILL REQUIRE APPROVAL ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL GENERAL NOTES THE COUNTY ENGINEER IS THE DESIGNATED PROGRAM ADMINISTRATOR FOR THE EROSION AND SEDIMENT CONTROL PROGRAM, AS WELL AS THE PROGRAM AUTHORITY FOR THE WATER PROTECTION ORDINANCE, OF WHICH ARTICLE II IS EROSION AND SEDIMENT CONTROL. PLEASE REFERENCE THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (WWW.DCR.VIRGINIA.GOV) FOR THE PROGRAM REQUIREMENTS. A. ADDITIONAL PLAN REQUIREMENTS: THE COUNTY HAS SOME PLAN REQUIREMENTS BEYOND THOSE CONTAINED IN THE STATE MINIMUM STANDARDS AND GUIDELINES. THESE ARE GIVEN IN THE REVIEW CHECKLIST. FOR PURPOSES OF THIS DESIGN MANUAL, THE REVIEW CHECKLIST SETS REVIEW POLICY, AND IS AN INTEGRAL PART OF THE MANUAL AS INDICATED ON THE CHECKLIST, THE COUNTY GENERAL EROSION CONTROL NOTES MUST BE USED. THESE ARE AVAILABLE IN THE LISTS GIVEN WITH THE EXPEDITED REVIEW PROCESS. B. VARIANCES: VARIANCE REQUESTS MUST BE SUBMITTED IN WRITING (LETTER OR E-MAIL) TO THE COUNTY ENGINEER. PLEASE INCLUDE THE MINIMUM STANDARD, PROPOSED ALTERNATE, AND AN EXPLANATION OF THE HARDSHIP OR CONSTRAINT THAT MAKES THIS NECESSARY. BELOW ARE SOME VARIANCES THAT HAVE BEEN USED IN THE PAST; 1. DRY BASINS/TRAPS: ELIMINATION OF THE WET STORAGE IN SEDIMENT BASINS AND TRAPS WHERE SAFETY IS A MAJOR CONCERN. 2. MUD TRAPS: USE OF WIRE REINFORCED SILT FENCE WITH ROCK WEIRS TO ACT AS SILT TRAPS WHERE SPACE CONSTRAINTS CANNOT BE OVERCOME. C. EXCEPTIONS: IN ORDER TO CLAIM AN EXCEPTION UNDER CODE SECTION 17-200 A LANDOWNER MUST COMPLETE AND SUBMIT TO THE PROGRAM ADMINISTRATOR AN EROSION AND SEDIMENT CONTROL SCREENING FORM FOR LAND DISTURBANCE, AVAILABLE IN THE FORMS CENTER OF THE COUNTY WEBSITE. D. BONDING: BONDS ESTIMATES FOR EROSION CONTROL PLANS PER 17-207B ARE HANDLED IN PLAN REVIEW BY THE REVIEW ENGINEERS AT THE TIME OF PLAN APPROVAL IN THIS REGARD, THE SENIOR ENGINEER (ALLAN SCHUCK, ASCHUCKOALBEMARLE.ORG) FOR PLAN REVIEW IS THE DESIGNEE OF THE COUNTY ENGINEER. INSPECTIONS AND BOND REDUCTIONS AND RELEASES PER 17-2070&E ARE HANDLED BY THE EROSION CONTROL OFFICER AND INSPECTORS, WHO ARE THE COUNTY ENGINEER'S DESIGNEES IN THIS REGARD. THE FORM OF AGREEMENT AND SURETY ACCEPTABLE TO THE COUNTY ENGINEER ARE HANDLED ADMINISTRATIVELY. SEE THE COMMUNITY DEVELOPMENT BOND FORMS CENTER ON THE COUNTY WEBSITE. Draper Aden Associates CM1adn11-lle ab,�g Rd om Hwy mft S Engineering . Evscey,ng F mmknmlSo,iee, 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W w .daax m PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 -------------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA22902 T 434- 984 1358 F 434 984 4158 SEAL ttauk6 s Iia. No. rQIAL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. 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SPLff RAIL/WOOD / I ® Brick �� Storm Drop Inlet w/storm line — \ ` \ `'`----' ---_ -- \\ --__ ��' FENCE TO REMAIN IN PLACE / ' Building Face Telephone Pedestal ® Concrete Tree Line _\\ \\\ --_--` '•\\ --------- \----- Decidous Tree Underground Cable TV � � ---- ' -------- \ Edge o1 Shrubs_ \\ \\ \\ GRAPHIC SC= i / Underground Electric Electric Light Pole Underground Telephone ` � ' — \ \ _ � e _-------- Evergreen Tree us. Underground Utility (Unknowo) _----'_�� \\\\ _\\ \\\\\ —\\\ \\\ --------_ Fence Waterline __.—___\ \\ _`\\ \\\ '— --_ ``\ \\\\\`_ _----\'//iRCh = 60 ft. ® Post Water Spigot \ \ \ \ _ — — — ® Rock Outcrop °� Well \\ \\ \\\ \\ --�� \\\ \\ ` ---'/ Draper Aden Associates CM1arlortuvil(e 8(acbburg /'Je'M1II1ab Hampton Rasa Engiaening . S,rveyleg . Environmmwl5r vica 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295.2105 W W .daa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARI-E COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 809- 649 9303 F 809- 343 3378 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703.404 8900 F 703- 404 8940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 984 4158 SEAL nuALs Yr Mo. No. IQQL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. 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REMAIN 1 ' � �-- �- - _ - � i - - \ \ -; � \ \ \ \ \ \ \ \ \ \\ \\ \ - \ \ I � - __ . . -- -` ,. -- \ / /_ J_.1\ // / '_ - � / / / / — \ .'\ \ \ \ \ \ \ \ \ \ \ \\ _ � — —/ —` ,x -I, /..— / "' / // pct/ / ' i I i I iI I r �'-1-������ `�zz \\,\\\�\ \\\\ - .:F � `�'���'����� ` `\ \ -'\\� J ���--� '���\ "J /I/� ` --- / / /� / ) I I } �- \- ____:Z__ -_ - -- - \\\\\\\\\\�\\\:I \__ _ =- \\�� \���\�\\\ -\\ �- .�� J \ / �. ,.\\\ r� �, i - ----// / // �/ / ` I I I \ 1 \ ��-- -- \\\ \ — _ \ — - -_ = _ — _� \ \\ \\ �� ��\\ � � /= - �-�__ — _ - — �� \\� \���\ \� _ \ \� � _._ : _— — ..-_ — — :_ — — — — — — — / / __ �\�i 1 / I LIMITS OF CON§TRUCTION , `\\ `\-` `\`� �� --. 1\\\\\\\\���� �\\��\\�� i-- _ -_- i� �>> ��-\\\\ / _ _ - -_- --- - ,- \ \\ — — _ _ _ _ 1 — _ / / / / POINT OF TRANSITION / 1 �. �\� \ \ — —_ f —i� _ \ — — — \ \ \ \\�\\ �\\ — -� _ _ _= �_____— — — — / , FROM OVERLAND TO// I I I I i ='11 =— \ —_ _ _ \� \� \\ \� .%%r-= -- — :Z7: SHALLOW LIMITS ,pF CONSTRUCIQN = — _--- — — — \\\�\\\�\�-��\\ — _ — �� �% — — — \\ / — - — _ — = — -� — // CONCENTRATED FLOW I ) t \- \ \ ._ _ � � — - 0—.;�_::� � —. __ - \ \\ \\ \\ \\ \\~\\\\\\ � —__ ` _ �`.1 %-5:,-�% ^_' �. �-- - �\ 1 " ----- z-' -'-• — / '� 1 1-1 I'll./ / / ` I I \ — -- — — — — \\\ \\ \ \\ \ \ \�..\ \\\'_` -i — `— — / _ _ ^ ^ — 'fir Ty���''�j �[�/ _ / f I \ --`- _�- .\ \ — _- i — — = � \ \\ \� �\ \ zi \ \�\\ -k�Ej -- —``_ _ J -r' \ \ � —. �I,`4 I ��CD S! Ft?�IJW'/' — r / / 1 �� ��t_� / -\\ \ CRITICAL SLOPE —\ \\ ��_ __-=_= �_� _— --- — ;- // / / - -1 - — I - I- *:�_,,:_Z� __ __ _� :::, -= - .::� - _:�_ Zz. - - -:i�: - - -:7- ) / / / \. \ _ _ \ / / .. , _ `...--.__ , .� -' - '_ �. CRITICAL SLOPES \ \ . , / / -_ ,ter \_ - i ---- ---.. __ .- — ..-- - - - - - -- — / / __ - - \ .__ \ / \ _ I-,...-- _ - -- / _ 11, --- __ GR C -SCALE _ _. _ - __ _ �- GRAPHIG -- _ \ \ - `' \ _ \ � \ \ \ ~ - - 50 0 25 /'w 100 / 200 - - - '\-.-.-,- — --- — — __ _.- !�m / .. 1, ._ ,_ _. - --- -- — ''inch 0 ft. _ _ - — — . --- ----' -- \ --- --- -- ___. — __ _ — __ --- / \ \, _ - -. _ Draper Aden Associates Charlottesville Blacksburg Richmond Hampton Roads Engineering • Surveying • Environmental Services 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W www.daa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 8 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 977 1862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703404 8900 -- F 703 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 984 1358 F 434- 984 4158 SEAL ITH IA& No. 3�,(S�� IgNAy PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12 PM MIM MM f a i (rm&5, SHEET TITLE Qv� t . 1 O�. PRE -DEVELOPED DRAINAGE AREA MAP SHEET NUMBER \ APPfWXl_IMATE LOCATION OF^15,000 - — . GAL gSTERNS,.FOR IRRIGATION -USE .... .. \ .\ • \ .\ .\ _` _._ _.. - - __ _ - - '_ _ , ------------ X MITS OF CONSTRUCTION ZONE \ \ ` E SOUTM. - . ... ... ..ma.. -� .... ^\ \ -. \ \ \ `---- --- CRITICAL'\\ \ ,; �r S6OEES \ \ .. an slams ME / ` y\\ ` ��J •\ '(1} W5 -'"C.. AND (117 1905 GYd�� •.IN'. ! \ ( \ \ .'..APA�TER CISTEN FRd�2 'DOWNSPOU?S \, Of \\ " \ -AREA LOCA�EO.1NdOFA7 \ \ \ \ \\ 'FOR. -RESTROOM. WATE9-m .. \ ... � \ •.,\ \ \ + \ \ \ \ \ \ \ \ \ \ 77(A�.. \.p \ \I 7 015 1" L- ....\ \� r )SLOPE \CRITI A .`.•' .. ?.� 1/ v v '�► . '. .A ... v A V A AV A -CRIMQAL SLOPES' _ _ LU - \ \ \ \ \ \ \ ^L� / '\ \ - \ \ `-?i� \ \\ \\ Y, MOUNTAIN FARM --cc ^ ``--- \\ \\�� --,\ \ \\ \ \\ \ \ ROADS, 1 -���CC ROUTEl53 z`-- \\ \\ \ I ..... \ -�---'�' TITS OF CONSTRUCTION \ _ u _ f' \\ \\ \\ \ ill - 1.'.'-':. \ .r^i.\ --#--- ---\\ \. \\ \ �/L- --- \ - user / p....-..1 \ \ \ I I I ` - --/ - \\ \\ \\ ) I '- ,._\ \\ .; - // ��.... ..(.... -_ \ POST-PEVELOPED DRAINA E AREA '�.' J. P (TYP•) EXISTING - - ` - -. ' \ - /... ENTRANCE NIB \ -- _ - - film_ \ 1 I I , \ -- - - -- \ �� .. ....... ar `:'......:. ".-nD' .'...'.'�..'.'.' I ! 1 ROADA 0 11 \ 10' - .......... . - 't\. '.Oi..'.'.'. I I I REMAINI i !' o\ _ f ` ! �_�1�\-� '_\ '\' \ 4['' \- �(�" — ..... /f aft -A". "\ \ \ UMITJ -OF CONSTRUC�iQN _ / - - - _ % 1JMITS_OF CONSTRUCTION --1215-- \ _ -- \ \ CRITICAL sLOP,€ - \ \ \ , \ U -._ _ \ `120 - -' \ \\ 179 - .. _.- - - - - \ / CRITICAL SLOPES ---- \ \ / J \ LEGEND - \- -- -- -- _, _-------- - - _ _ _ ASPHALT f GRAPHIC- i RAP `ALEPAVERS f as a 0 W i0D .. m lz STABILIZED TURF ,, - \\ .\ \�` \\, ("m FtE8) f \ _ Draper Aden Associates ChativuunRe blu2rDmR Wamm�rrd Hvmyrvn Fv.M. Engi.r . Sury , . EnviromunWS®Ww 700 Hams Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434295-2105 W w .daacom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434. 9841358 F 434- 984 4158 SEAL D 3Aa No. t41lAL `� PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12 B PFR Cp111Y LIEN 3/ SHEET TITLE POST -DEVELOPED DRAPINAGE AREA MA SHEE7 NUMBER C1.4 MARK PAVEMENT FOR ONE WAY TRAFFIC PER MUTCD STANDARDS (SECT. 620-2, FIG. 38-21.) I INSTALL 'ONE WAY' SIGN NEW STANDARD DUTY PER MUTCD STANDARDS ASPHALT PAVING. (SECT. 903.5.33.) REFER TO DETAIL LOCATION OF cs+'nPROPANE GAS TANK TAINS SLOPES S NT FOR ONE WAY- MUTCD STANDARDS FIG. 3B-21.) HSTALL 'ONE WAY SIGN 'ER MUTCD STANDARDS SECT. 903.5.33.) C.O.#2 ANK PUMP CTRICAL -2- an C. SLOPES ELECTRICAL EQUIPMENT -AREA REF..EIECCTIRICATL PIANS FFOORS EQUIPMENT SPECIFICATIONS. rGr :.__... a3 IN -1222 GAL Inv.''.' ANN U.1100 MMI -H2 I /7 .'.' � Top Inv. In _ WATER SYSTEM EQUIPMENT (SEE SHEETS M01 AND M02) House Conn. 10,000 GAL WATER STORAGE TANK 1 Yl EXISTING STUB SANITARY LINES WATER(APPROX. FOR TOWER, UPPER LOCATION) AND LOWER BARN '. 'C04 L1ean-Oat ' (LINES TO BE izmi0.. INSTALLED IN PHASE 2) PAVE AREAS YATHOUT PAVEMENT WI STANDARD D TY PAVING AND RESURFACE EXISTING PAVEMENT AS NECESSARY LOPES --GEND 9 LOCATION OF 15,000 i FOR IRRIGATION USE -6' PVC FROM ROOF DRAINS TO IRRIGATION CISTERNS BOREHOLES FOR GEOTHERMAL SYSTEM; REFER TO MECHANICAL DRAWINGS FOR DESIGN DETAILS ITs of c�IsmucnoN 6' OVERFLOW DRAIN VOR �FILTERTO IRRIGATION CIS VORTEX FILTER TO CISTERNS IN BASEMENT; REF. PLUMBING PLANS (1) 525 GAL AND (1) 1005 GAL RAIN WATER CISTERN FROM DOWNSPOUTS, LOCATED IN BASEMENT OF MAIN 3 HOUSE FOR RESTROOM WATER USE n+ra ` INSTALL 2* D.I. WATER UNE TO MAIN HOUSE, `2'x2'x2* TEE do PLUG UNE TO TOWER YARD DRAIN 6L 12'0 `RCP TO OUTFALL cz+ ca FUTU&*NW UNE o �( H '46 O #11 t 1001 C.O.7BARN °otv#6 -FIRE SWATERFOR TAND LJ PAVE AREAS WITHOUT PAVEMENT WITH STANDARD DUN PAVING AND RESURFACE EXISTING PAVEMENT AS NECESSARY WIN PERVIOUS PAVEI REFER TO LI.30 NEW STANDARD D ASPHALT PAVING. REFER TO DETAIL 9 VIRGINIA STATE PLANE SOUTH ZONE NOTES 1. REFER TO LANDSCAPE PLANS FOR ALL LANDSCAPE Mt HARDSCAPE MATERIALS. 2. REFER TO LANDSCAPE PLANS FOR PROPOSED GRADING AND SPOT ELEVATIONS. 3. REFER TO SHEET C2.2 FOR DRAINFlELD PLAN AND SEPTIC SYSTEM DETAILS. AUtEA DRAINS & INSTALL "ONE WAY SIGN 4'O PVC PIPES (TYP.) PER MUTCD STANDARDS IREFETO L210-L2.3�(SECT. 903.5.33.) Q R�TOa CRITICAL SLOPES NEW r .r r a1 qA "'i a' A 1 ROAD SAWCUT EXISTING PAVEMENT 4 PHASE 2 MAWPAVEMENT FOR ONE WAY TOFFIC PER MUTCD STANDARDS �- (SECT. 620-2, FIG. 3B-21.) 1 r� \� LIMITS OF CONSTRUCTION i CRITICAL SLOPES a ECT AREA SANITARY SEWER SCHEDULE Structure# Description Top Inv. In Inv. Out Drop House to Septic Tank House Conn. HOUSE CO4 V PVC 10 LF. @2.5% '. 'C04 L1ean-Oat ' 3280:60 1269.10 izmi0.. QM C04 -0O3 6" PVC 79.53 LF. @2.5%' CO3 Clean-out 1270.50 1267-11 126132 5.79 :03[02 6"PVC 113.94 LF.@21% CO2 Clean-out 424LOD 1237.40 1236:26. 1.14 CO2 -00I 6'PVC 55.47LF.@23% .COl Clean-out : 3226„00 1273.50 1216.50 TOD 5Tl-CO16"PVC 50 LF.@10% STI : SepticTank 1215.1)1) 1231.50 Lower Barn to Septic Tank C08 Clean-out =A UK75 1224.75 0.00 (5'From Barn) C08-007 6" PVC 25.59 LF. @3% ' C07 - Clean-cut. 122&00 =.99 1223.99 000" C07 -MHS 6" PVC 51.54 LF. @3% MH11 Manhole 1226.50 1222.44 121330 &74 MH1-MH2 6" PVC 812 LF. @1.5% ,. MH2 ' Manhole 1215;50123228 1232.18 0.10 .. MH2-006 6" PVC 81.1 LF. @1.5% C06 Clean-out 1218.50:121L36 1211.36 0.00.- 006 -COS V PVC 81.1 LF. @1.5% C05 - Clean-out--: 1216.00 1210.14 121Q14- QOO C05 -STI 611PVC 14,91L.F.@1.5% STI SepticTank 1215.W V69,92 Tower to MHS ` CO10 -" "Clean-out; 1243.50124LAO 1233:40 BOB (5'FromTower) CO10-MH1 6' PVC 57 LF. @20% .. MH1 ' Manhde . 1226.50.]222.00 1233.70 &30 -. Upper Barn to MH3 -.. C012 Cksan,oa -.: VAD25, 12&36 4.00 (5'From Barn): C012 -COLI 6" PVC 45.10LF. @8% CO31, � .Clean-out - '1249. 1242.75 3238:75 4.00 Coll MHI 6" PVC 91.32 LF. @17.25% MKS, -r . :. Manhole U26,SD Unm UM70. 9.30 SAWCUT EXISTING \ PAVEMENT AND NEW HEAVY DUTY ASPHALT PAVING AS MOUNTAIN SHOWN. FARM ROAD REFER TO DETAIL TO ----- 4► ^53 a+ R40.0' INSTALL 'ONE WAY SIGN ' PER MUTCD STANDARDS (SECT. 903.5.33.) ~ O MARK PAVEMENT FOR ONE WAY1�- TRAFFIC P 1ER MUTCD STANDARDS (SECT. 620-2, FIG. 38-21.) / UMITS OF CONSTRUCTION INSTALL -ONE WAY SIGN PER MUTCD STANDARDS Q(SECT. 903.5.33.) ]RENT FOR TWO WAY t MUTCD STANDARDS Q 620-2, FIG. 38-21.) GRAPHIC SCALE 50 0 D so ,m aao ( IN FEEL' ) 1 inch = 50 tL Draper Aden Associates C&H.-Ik bla bb A h-1 Hmyn Rn Engineering . Survey,n8 • Env,m,unoud Serres 700 Harris Street, Suite E CharlottesvlUe, VA 22903 T 434-295-0700 F 434.295-2105 W w .daa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL. ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 977 1862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703- 404 8900 F 703- 404 8940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 984 1358 F 434- 984 4158 SEAL I3o. NO. TONAL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12 8 PER OO�IY FEWN PER 03 (8" J, r v1r SHEET TITLE V „/ • _ 1 SITE LAYOUT AND UTILITY PLAN SHEET NUMBER C2.1 5000 GALLON TOP SEAM K—RAIN 4000 GALLON 4000 GALLON PUMP TANK MODEL 4403 . rA.,v ¢FPTIC TANK VAI \/F k R(TX FIRQT Inspection Access Riser and Lid (at Slope Ground or near ground Away tram Rimer surface), optional Tmk Ad*W (met or boiled) —� 4000 GALLON PRECAST SEPTIC TANK 3 SEPTIC TANK DETAIL C2.2 NOT TO SCALE 1 FLOW SCHEMATIC C2.2 NOT TO SCALE NEMA 4X PJC SPLICE CONTROL WITH CORD I 4" PVC SCH 40 PANEL Fiberglass Gasketed Lid with SCREENED VENT Stainless Steel Bolts SLOPE AWAY FROM RISER PVC Riser with Grommet(s) (bonded to tank adopter with A _ III recommended adhesive) LI 111 III 11,- - h III „� III —Tank Adapter (cast or bolted) B" MIN' WATER WATER STOP TYP.� _ Y PSC 9011 40 In MANIFOLD SECTION 5 DRAINFIELD MANIFOLD DETAIL 02.2 NOT TO SCALE Sm W N eo EDT 11000 To P LINE MANIFOLD SECTION WSCHO PVC sm m s9 PMaC SEE NOTES FOR FLOAT SETTINGS UNION OR QUICK DISCONNECT FIBERGLASS GASKETED UD WITH STAINLESS STEEL BOLTS PVC RISER WI11H GROMMETS (BOND TO TANK ADAPTER WITH RECCOME14DED ADHESIVE) GATE VALVE 5000 GALLON TOP SEAM PUMP TANK 4 PUWP TANK DETAIL C2.2 NOT TO SCALE FABRIC ADS MULTIPIPE— AS SUPPLIED BY VAMAC 7 SEE SCHEDULE A LIMITS OF CONSTRUCTION TP ,18 VE D NFIELD / / _ D 1 1 1 I I FEA // ACRES \ 1 1 I I I I OAI�IF I 41 a• mANIFIDLd /2\_ \\\ \\\\\,\ 1VAVA\VAV,,A DA I01 5 \ I vvvyv v �`,\\\\\\�\ \\\\\\\\\ \\ \ \ 1 I 11 I ciR vs 1 9.1��ACRES 1 1 ITYP.1 1 \ KORAI 1 � VALVEc bRA1NFIELD \ \'� AREA \\\ \ \ �\ \ \ \� \ \ \ \ \ 111(N�FQLD 16 \ \\\\\\\\\ \ \ tel} INDICATES BORE HOLE T LOCATION \ _ �� ZZ NOTE 1. DRAINFIELDS 1-3 EACH HAVE (8) 3' WIDE TRENCHES, 100 LF. LONC, DEPTH PER DETAIL 6/C2 -Z SPACED AT APPROX. 10' O.C. 2. REFER TO SHEETS EC1.1 AND EC1.2 FOR INFORMATION AND DETAILS REGARDING EROSION CONTROL MEASURES. 2DRAINFIELD C2.2 SCALE: 1" = 50' NOTES AND SPECIFICATIONS 1. CONTRACTOR TO NOTIFY "MISS UTIUTY" BEFORE BEGINNING CONSTRUCTION 2. CONTROL PANELS — CONTROL PANELS SHALL BE NEMA 4X LOCATED OUTSIDE AND MOUNTED ON PRESSURE TREATED POST. CONTROL PANEL MAY BE LOCATED AT ANY CONVENIENT LOCATION AT OWNER'S DISCRETION. HIGH WATER ALARMS SHALL BE PROVIDED FOR ALL PUMPS AS SHOWN. ALARMS SHALL BE ON SEPARATE CIRCUITS THAN THE PUMPS. ALARMS MAY BE INTEGRATED WITH THE PUMP CONTROLS. PUMP CONTROLS AND PANEL MUST BE TIMER CONTROLLED. TIMER SHALL BE CAPABLE OF OPERATING PUMP ON MINUTES ON AND MINUTES OFF. 3. EFFLUENT PUMP SHALL BE ORENCO PE3007, )4 HP, 208 VOLTS, THREE PHASE WITH THREE FLOAT OPERATION. PUMP SHALL BE CONTROLLED BY A TIMER. ONE FLOAT FOR PUMP OFF, ONE FOR PUMP ON AND ONE FOR ALARM/PUMP ON. PUMP SHALL BE SET TO RUN 12 MINUTES ON AND 230 MINUTES OFF. PUMP STATION DETAILS PUMP CHAMBER SIZE 5000 GALLONS GALLONS PER CYCLE 300 GALLONS DRAWDOWN 48 GALLONS/INCH DESIGN FLOW 25 GPM PUMP RUN TIME AT DESIGN FLOW 12 MINUTES REQUIRED PUMP CAPACITY 25 GPM 0 110 FT, TDH �3. OUTLET— B 0 ROPE 2' PVC PUMP OFF C SCH 40 YER 2 FEET I ON D 26 ON ALARM E 65 OFF 1960 GAL, EQ STORAGE e TRENCH DETAIL SCHEDULE A 5000 GALLON TOP SEAM PUMP TANK 4 PUWP TANK DETAIL C2.2 NOT TO SCALE FABRIC ADS MULTIPIPE— AS SUPPLIED BY VAMAC 7 SEE SCHEDULE A LIMITS OF CONSTRUCTION TP ,18 VE D NFIELD / / _ D 1 1 1 I I FEA // ACRES \ 1 1 I I I I OAI�IF I 41 a• mANIFIDLd /2\_ \\\ \\\\\,\ 1VAVA\VAV,,A DA I01 5 \ I vvvyv v �`,\\\\\\�\ \\\\\\\\\ \\ \ \ 1 I 11 I ciR vs 1 9.1��ACRES 1 1 ITYP.1 1 \ KORAI 1 � VALVEc bRA1NFIELD \ \'� AREA \\\ \ \ �\ \ \ \� \ \ \ \ \ 111(N�FQLD 16 \ \\\\\\\\\ \ \ tel} INDICATES BORE HOLE T LOCATION \ _ �� ZZ NOTE 1. DRAINFIELDS 1-3 EACH HAVE (8) 3' WIDE TRENCHES, 100 LF. LONC, DEPTH PER DETAIL 6/C2 -Z SPACED AT APPROX. 10' O.C. 2. REFER TO SHEETS EC1.1 AND EC1.2 FOR INFORMATION AND DETAILS REGARDING EROSION CONTROL MEASURES. 2DRAINFIELD C2.2 SCALE: 1" = 50' NOTES AND SPECIFICATIONS 1. CONTRACTOR TO NOTIFY "MISS UTIUTY" BEFORE BEGINNING CONSTRUCTION 2. CONTROL PANELS — CONTROL PANELS SHALL BE NEMA 4X LOCATED OUTSIDE AND MOUNTED ON PRESSURE TREATED POST. CONTROL PANEL MAY BE LOCATED AT ANY CONVENIENT LOCATION AT OWNER'S DISCRETION. HIGH WATER ALARMS SHALL BE PROVIDED FOR ALL PUMPS AS SHOWN. ALARMS SHALL BE ON SEPARATE CIRCUITS THAN THE PUMPS. ALARMS MAY BE INTEGRATED WITH THE PUMP CONTROLS. PUMP CONTROLS AND PANEL MUST BE TIMER CONTROLLED. TIMER SHALL BE CAPABLE OF OPERATING PUMP ON MINUTES ON AND MINUTES OFF. 3. EFFLUENT PUMP SHALL BE ORENCO PE3007, )4 HP, 208 VOLTS, THREE PHASE WITH THREE FLOAT OPERATION. PUMP SHALL BE CONTROLLED BY A TIMER. ONE FLOAT FOR PUMP OFF, ONE FOR PUMP ON AND ONE FOR ALARM/PUMP ON. PUMP SHALL BE SET TO RUN 12 MINUTES ON AND 230 MINUTES OFF. PUMP STATION DETAILS PUMP CHAMBER SIZE 5000 GALLONS GALLONS PER CYCLE 300 GALLONS DRAWDOWN 48 GALLONS/INCH DESIGN FLOW 25 GPM PUMP RUN TIME AT DESIGN FLOW 12 MINUTES REQUIRED PUMP CAPACITY 25 GPM 0 110 FT, TDH �3. ELEVATIONS B 0 INCHES PUMP OFF C 24 INCHES 2 FEET PUMP ON D 26 INCHES ALARM E 65 INCHES 1960 GAL, EQ STORAGE e TRENCH DETAIL SCHEDULE A INLET INVERT F 73 INCHES 375 GAL EMERGENCY STORAGE DEPTH GROUND A 85 INCHES 0 FEET C2.2 NOT TO SCALE DRAIINFIR-01 TRENCH 1 20" D—BOX 5 FEET ABOVE A 2 21" 3 23" Draper Aden Associates Clallouerville Blp[keMrg Fi[hmn0 N pme Rriod. Engineering . Survrying . Embnrwmal Se.vis, 700 Harris Street, Suite E Chadatesville, VA 22903 T 434-295-0700 F 434.295-2105 W www.daa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164.4421 T 703-404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 984 1358 F 434 984 4158 SEAL D PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION SHEEP TITLE �1("-Vi 6v _�\. 01 DRAINFIELD PLAN AND SEPTIC SYSTEM DETAILS SHEET NUMBER C2*2 STANDARD DUTY L MIN. UIIUMINUUJ SURFACE COURSE, SM -9.5A H'KIMt L:UA I HEAVY DUTY LMIN. 8" VDOT 21B SUB BASE R7-8 COMPACTED SUBGRADE PARKING 1Y2 " MIN. BITUMINOUS SURFACE LETTERING GREEN COURSE, SM -9.5A BACKGROUND WHITE _� 3' MIN. BASE VDOT BM -25.0 TACK COAT MIN. 8" VDOT 21B SUB BASE PRIME COAT COMPACTED SUBGRADE eTYPICAL PAVEMENT SECTION C3.1 L� w" 1S0 7 fltafgM U%aFWRfAOYMjX MlO n.AII�NB rL6w � ' c r„ren . w.,naw wn . n.w..: re. waF+rror ��M�Ia�sowTa ONE PIECE d4rM.NA•6wF 8 iYPiy �j n616rwI•AM s rr.w.IIM• • UWdb s 14sOrl 4y� '� tl o STAFRVYO RESER1FdM PAOSROED YY4 a . wr.wr4� awAR pm PWE-,11CAMl FIi186e81'C YO!!R •wal9flwNflsldha SPEC/9C117fON5 hod L END SECTION DIMENSIONS Top Tci.vT Pour s wrest i" sa molkwdnd a •Yrr�6•nl. • awlra+nw M IY+•I•w�wMd m waawdraP 119�F .r,®Elmi AEi11ilrPpu.AMO. M• �_�iEffaE rmar`� ae PJs> eM TaiG e.i. 1f 1 cutsY•MM6•M• •M tli Y►wYYAMrM99Nlwwr M186R6MliI•MAwMd AT•1M� bw AwKYwNwoAlP W11,109 Sol W" 100 a eVORTEX FILTER DETAIL C3.1 L —D RESERVED PARKING 1'-6 aY 7' MAX. 4' MIN. 2.6„ i ------i-8" DIA. 2n eADA ACCESSIBLE SIGN C3.1 eRESERVOIR DETAIL C;3.1 NOTES U%aFWRfAOYMjX CO. 8 '. y:.. r L. Au F1 'SW •.1. "r 2 c r„ren . w.,naw wn . n.w..: re. waF+rror O ONE PIECE SEPTIC TANK /RESERVOIR 1270 P dOW IS AT TOP SLAB �j o NO U1NOEf1 OF JDY11' LEA"69 JTy AS YRTN OTFIE'IR TAW DES” r a USE OW CAACE RAM 1268 aYN.R GR40E COt1' WHe Oed[f 0 4y� '� tl o STAFRVYO RESER1FdM PAOSROED YY4 a 5"401FLr UD W1TM FlLL pm PWE-,11CAMl FIi186e81'C YO!!R D I VIEW SPEC/9C117fON5 � L END SECTION DIMENSIONS Top Tci.vT eRESERVOIR DETAIL C;3.1 12661_._-..-._._ __- 120 CLASS V RCP 1262 - _... _. _ 0 0+00 1+00 eSTORM SEWER PROFILE C3.1 SCALE: HORZ. 1'=20'. VERT. 1n=2' (9) BOOSTER PUMP BUILDING DETAIL d -i - SIV=N CAST m sEC,lwl S1m NOTES 1272r - 2 i 1 O p F 1270 ON -._._ -.... _-... O� JTy N Dowi II tOH 1n I N N•- 1268 aYN.R + G 12661_._-..-._._ __- 120 CLASS V RCP 1262 - _... _. _ 0 0+00 1+00 eSTORM SEWER PROFILE C3.1 SCALE: HORZ. 1'=20'. VERT. 1n=2' (9) BOOSTER PUMP BUILDING DETAIL d -i - SIV=N CAST m sEC,lwl S1m NOTES JL 2r . 2M..' 1. OFP,N OF NFr (N) ro E 5N0'w! W PLWS RXOFP,N l4EA FW TR TIAN 10• I!g STNwAm ' p z YK x o•ENsa am oN n srz N s LA NIP SPECII'm m w pl W wu BE YEA90RFD FRtlI TIE MWIrt w TE OItt JTy P6E Tff TOp O TE s1RucTInE PLAN ' 06RTMONS AIE AII0 rAE AT: WLY FOR p��PETID�wIm DRADOWWSTMs By INET ,A CONTRACTOR FROM iffiD cPIIMnPNs YY4 a 1 FAIEN SPEtlNm W TIE PIANS TE INYmT m L z 4• L M� wtFA�CiY1E mein sNAu IC SIMPFD w1N mROIr MCRTAR ro PREVENT srAIJO•I9 W POIa6l0 aF •NTLA w nIE smucTAE ,IE coeT a F1JwY91ulc AND PLALMO ALL YATa6AL5 MCKIFMAL ro NET 5NMw0 6 ro BE MCIIAm M TE MD PIKE FW TIE SMUCREE. L YIEPB A M N POPYPm w NIS a'-0• W GREATER F1:R PErN EEE W MVaD W-1. L TRS ITaI MAY BE PRECAST W G15r-M-PUCE 7. Ila T W SYOp1H WYPL4 AT AIP IA,FLY 1Y C -C M BE PLACm M ALL ARFAs A T ro ABIRwIPBEWpNpOWEIIMD PgREflgE 2 2'-Y I A w r V I N- MVFM ALIQM& OF9AL�� MN T PF -A 4 S. NPM 6 N L Y gAlllFR F RI R � TIC D.4qM Sim 4 CI~mf 1101111: L N MICE^"wAr°nlWm 61 76 w } ww.r ro TIE ar,90E a THE slRucTOAE €b E 'Y ,r-, _TY w ' 6 M4M 0000logo I I logo As 1 ImMY &Y MAT: LEMOPS MNEEIM ANCHORAGE '. •n A • ^ I WY BE SHE APPROV FW THE CAST 6IW SEC11ON•A-A 1:' 'I�.J } CONCRETE QUANTITIES FOR MIN. DEPTH �I'- - -4 W- 4-� 1r ••nRr•e. p1w - 1.410 0. Y4 Ow,.r b SECTION C -C SECTION D -D lar a.nRr.l. Pip. - 1JiN Cu. Y4 Cww.M 1S aanv.M pp - 1.620 Ca r4 Cow.Y u• •NIe.1. PM - 1.e17 a. Ys cNw.,. GRATE DETAIL •mYama im awa. APPR0IBIATi 111110NT 0wL Nw Gr•a S6S E 16 b STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 2„ 10AM MRwMA OkPARiMENT M ,RANSPORTATW SO2 (9) VDOT DI -1 DROP INLET DETAIL F • .I PIPE ALTERNATE END—SECTION.. PIPE'llllllr� ' ' \\ \ LA PLAN AE ME �SECTTON D I VIEW VIEW I SECTION DIMENSI•S END SECTION DIMENSIONS Pour m0000© 12" v �it's,E'�ii�]id�W EC�i 1 E'.�iiEi�rl�miF,-v* � .Ilo-T �_�is,�;, �r�aEei mma�mar Eci .r,®Elmi �_�iEffaE rmar`� 5�_ -7- ir���i I®ice--_4C 1 �i_7_y n tGl��fi a -rr—_T7?_ �ii�i�!)Qui)-�IaEi-7- �i�SsarlGEtii>�L41�►�TI"EG"L� �i�i�®r.,ae7�a�ari—r�a ���G)i6iE�•t3f'�tfii �i�Q�EY"i�•�'iti'Si ��wlc�T�as�s�arr�TF� S.,i��tIC3iF���TFiC�� �iIIIIFLF�EIQ"iiE'IIIiIILge�iLli ��isS�I�YF "-2r 1 T-3" . PAY LINE NOTES: a•: 31 RAW IN ■II� SLOPEDETAIL FLARED • • FOR .•CONCRETE (9) VDOT ES -1 END SECTION DETAIL iii wr vi a a�.Avi>, Associates CM1orinurtville 8locbbg RktmmM H rinnR•cT Engineen� Surveying • EnvimmmMdServicn 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W Y .daaxw PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEIMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804 649 9303 F 804- 343 3378 A/VCONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EKPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 4048940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 229M T 434- 984 1358 F 434 984 4158 SEAL P 1 ICPIAL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO, DATE DESCRIPTION 1 12/29/08 PER COUNTY RENEW SHEET TITLE CONSTRUCTION DETAIL 319,E SHEET NUMBER C3.1 BIORETENTION DETAIL C3.2 1261.25 1260.25 _:T 7;7[� )NE LAYER X57 STONE) ?FORATED UNDERDRAIN 4. SLOPE AY LINER. Recommended Tree and Shrub Spacing Tree Shrub Total Spacing Spacing Density (w) (feet) (stens/acre) Maximum 19 12 41X1 Average 12 8 10X0 Minimum 11 7 1250 • Sou'ce: Vftutria SWM Hanabook, Table 311-5 IMPERVIOUS AREA TREATED = 0.23 AC. WATER QUALITY VOLUME=750 CF BIORETENTION SOIL MIX SURFACE AREA= 1500 SF STEMS REQUIRED=35 NUMBER OF TREES=12 NUMBER OF SHRUBS=24 NOTE: 1. REFER TO LANDSCAPE PLANS FOR PLANTING SCHEDULE CLAY LINER SPECIFICATIONS PERMEABILITY: 0.00001 CM/SEC PLASTICITY INDEX OF CLAY: >15% LIQUID LIMITS OF CLAY: >3C% CLAY COMPACTION: 95% CLAY PARTICLES PASSING: >30% BIORETENTION BASIN - SEQUENCE OF CONSTRUCTION THE SEQUENCE OF VARIOUS STAGES OF BIORETENTION BASIN CONSTRUCTION MUST BE COORDINATED WITH THE OVERALL PROJECT CONSTRUCTION AND REQUIRED MONITORING, TESTING AND CERTIFICATION REQUIREMENTS. THE SEQUENCE OF CONSTRUCTION FOR BASIN CONSTRUCTION SHALL GENERALLY BE AS FOLLOWS: 1 VERIFY EROSIONIION AND N OF LMEASURES EROSION AND SEDIMENT CONTROL SEDIMENTCONTROL MEASURES MUST BE IN P ACE ALLAND FUNCTIONAL PRIOR TO START OF BASIN CONSTRUCTION. 2, EXCAVATE AND GRADE THE INTERIOR OF THE BASIN TO ELEVATION AS SHOWN ON THIS SHEET. THE BIORETENTION BASIN AREA SHALL BE ADEQUATELY PROTECTED FROM OUTSIDE RUNOFF AND SEDIMENT AT THE END OF EACH DAY. 3. REMOVE ANY ACCUMULATED SEDIMENT AND EXCAVATE BIORETENTION BASIN TO THE PROPOSED DEPTH. USE RELATIVELY LIGHT TRACKED EQUIPMENT TO AVOID EXCESSIVE COMPACTION OF THE BASIN FLOOR. AFTER FINAL GRADING IS COMPLETED AND ELEVATIONS ACHIEVED, DEEPLY TILL THE BASIN FLOOR WITH ROTARY TILLERS TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE TEXTURE. 4. INSTALL UNDERDRAIN STONE. EXERCISE CARE TO NOT DAMAGE UNDERDRAIN PIPING DUE TO LIVE LOADS ASSOCIATED WITH CONSTRUCTION EQUIPMENT. 5. FOLLOWING INSPECTION AND APPROVAL OF UNDERDRAIN PLACEMENT, INSTALL NON -WOVEN DRAINAGE FABRIC (GEOTEXTILE). EXERCISE CARE NOT TO DAMAGE THE GEOTEXTILE WITH CONSTRUCTION EQUIPMENT. 6. STABILIZE CONTRIBUTING DRAINAGE AREA PRIOR TO INSTALLATION OF SOIL MEDIA AND PLANTINGS. 7. FOLLOWING CERTIFICATION OF THE ONSITE DELIVERED PLANTING SOIL MIXTURE, FILL BIORETENTION BASIN WITH PANTING SOIL WHICH CONFORMS WITH THE PAN AND SPECIFICATION REQUIREMENTS. INSTALLATON SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL PF/1r 110PIJFNTC PI ANC CPFCIFICATIONS AND MINIMUM STANDARD 3.11 OF THE VIRGINIA OF THE 8. INSTALL MULCH LAYER. IS PERFORMED 9. INSTALL LANDSCAPING PER THE BIORETENTION PANTING SPECIFICATIONS ON THIS SHEET AND MINIMUM STANDARDS & SPECIFICATIONS 3.05 AND 3.11 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. LANDSCAPING SHALL CONSIST OF TREES AND SHRUBS. 10. STABILIZE DISTURBED AREAS OUTSIDE THE BIORETENTION BASIN LIMITS, INSTALL THE OUTLET PROTECTION PAD AND REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. BIORETENTION AREA PLANTING SPECIFICATIONS 1. ROOT STOCK OF THE PANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED. 2. WALLS OF PLANTING PIT SHALL BE DUG SO THAT THEY ARE VERTICAL 3. THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES (6") LARGER THAN THE DIAMETER OF THE BALL OF THE TREE. 4. THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE. LOOSE SOIL AT THE BOTTOM OF THE PIT SHALL BE TAMPED BY HAND. 5. THE APPROPRIATE AMOUNT OF FERTILIZER 15 TO BE PACED AT THE BOTTOM OF THE PIT (14 LBS/1000 SQ FT OF 10-20-10). 6. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN THE PANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS' BALL (NEVER LIFT BY BRANCHES 7. SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE THE FINAL GRADE. 8. BACKFILL PLANTING PIT WITH EXISTING SOIL. 9. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE. 10. NEVER COVER THE TOP OF THE BALL WITH SOIL MOUND SOIL AROUND. 11. TREES SHALL BE BRACED BY USING 2" BY 2" WHITE OAK STAKES. STAKES SHALL BE PLACED PARALLEL TO WALKWAYS AND BUILDINGS. STAKES ARE TO BE EQUALLY SPACED ON THE (OUTSIDE OF THE TREE BALL. UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THIE STAKES. 12. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO BE TREATED, BIORET04TION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION. 13. AT INSTALLATION, TREES ARE TO BE 2.5 INCHES IN CALIPER, AND SHRUBS 3 TO 4 FEET IN HEIGHT 0)2 18 TO 24 INCHES IN SPREAD. 14. GROUND COVER WAY BE SEED OR, PREFERABLY PLUGS. SEEDING RATE APPROXIMATELY 11-1/2 LBS/1000 SQ FT. BIORETENTION AREA SOIL SPECIFICATIONS THE BIORETENTION AREAS SHALL CONTAIN A PANTING SOIL MIXTURE OF 50% SAND, AND 307 LEAF COMPOST (FULLY COMPOSTED, KI PARTIALLY ROTTEN LEAVES), AND 20% TOPSOIL. TOPSOIL ;SHALL BE SANDY LOAM OR LOAMY SAND OF UNIFORM COMPOSITION, CONTAININtlG NO MORE THAN 5% CLAY, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS GREATER THAN ONE INCH, BRUSH OR ANY OTHER MATERIAL OR SUBSTANCE WHICH MAY' BE HARMFUL TO PANT GROWTH, OR A HINDRANCE TO PLANT GROWTH OR MAINTENANECE. ANY ALTERNATE MIXTURES REQUIRE DCR APPROVAL PRIOR TO INSTALLATION. THE TOP SOIL SHALL BE FREE OF PANTS OR PANT PARTS OF BERMUDA GRASS, QUACIK GRASS, JOHNSON GRASS, MUGWORT, NUTSEDGE, POISON IVY, CANADIAN THISTLE, OR BOTHERS AS SPECIFIED. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL"TO PLANT GROWTH. THE TOP SOIL SHALL BEE TESTED AND MEET THE FOLLOWING CRITERIA: PH RANGE: 5.0- 7.0 ORGANIC MATTER: GREA',IER THAN 1.5 MAGNESIUM (MG): 1100 - UNITS PHOSPHORUS (P205): 1150 UNITS POTASSIUM (K20): 1120 - UNITS SOLUBLE SALTS: NOT 'TO EXCEED 90OPPM/ .9 MMHOS/CM (SOIL) NOT TO EXCEED 3,000 PPM / 2.5 MMHCDS/CM (ORGANIC MIX) THE FOLLOWING TESTING; FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS: PH, ORGANIC MATTER: '1 TEST PER 90 CUBIC YARDS, BUT NO MORE THAN 1 TEST PER BIORETENTION AREA MAGNESIUM, PHOSPHORUS, POTASSIUM SOLUBLE SALTS: R 500 CUBIC YARDS BUT NO AN 1 TEST PER BARROW SOURCE. 1 TEST PER LESS THAN ONE GRAIN SIZE ANALnIS.SHALL BE PERFORMED PER 90 CUBIC YARDS OF PLANTING SOIL, BUT NO LESS THAN 1 TEST PER BIRTENTION BASIN AREA. SOIL TESTS MUST BE VERIFIED BY QUALIFIED PROFFESIONAL. SOIL INFILTRATION RATE SHALL EXCEED 2-IN/HR. A READY-MADE PLANNING SOILS SUCH AS LUCK BIOFILTER (TM) FROM LUCK STONE CORPORATION MAY BEIUSED. OTHER SPECIFICATIONS: 1. MULCH A MULCH LAYER SHALL BE PROVIDED ON TOP OF THE PLANTING SOIL. AN ACCEPTABLE MULCH LAYER SHALL INCLUDE SHREDDED HARDWOOD OR SHREDDED WOOD CHIPS OR OTHER SIMILAR PRODUCT. MAXIMUM DEPTH OF MULCH SHALL BE 2 - 3 INCHES. OF THE APPROVED MULCH PRODUCTS ALL MUST BE FRESH, UNIFORM IN COLOR, AND FREE OF- FOREIGN MATERIAL INCLUDING PLANT MATERIAL. DO NOT PILE MULCH AROUND BASE OF TREES AND DO NOT USE GRASS CLIPPINGS. 2. $Ab& THE SAND FOR BIORETENTION BASINS WHEN UTILIZED SHALL BE ASTM C-33 CONCRETE SAND AND FREE OF DELETERIOUS MATERIAL. 3. COMPACTION SOIL SHALL BE PLACED IN LIFTS LESS THAN 18 INCHES AND LIGHTLY COMPACTED (MINIMAL COMPACTIVE EFFORT) BY TAMPING OR ROLLED WITH A HAND -OPERATED LANDSCAPE ROLLER. THIS MATERIAL SHOULD BE COMPACTED TO A SENSITY OF NO MORE THAN 85% OF 'THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) 4. UNDERDRAIN PIPE UNDERDRAIN PIPE SHALL BE CONSTRUCTED OF CORRUGATED POLYETHYLENE PIPE ASTM D2321 WITH 36" PERFORATIONS 6 -INCHES ON CENTER. PERFORATIONS SHALL BE PACED IN 2-3 LONGTUDINAL ROWS. PIPE SHALL BE PLACED IN ACCORDANCE WITH MANUFATURES RECOMIMENDATIONS ENSURING PROPER COVER DURING BACKFILL OPERATIONS. S. GEOTEXTILE A GEOTEXTILE FABRIC: SHALL BE PLACED AT THE INTERFACE OF THE PLANTING SOIL LAYER AND THE UNDERDRAIN LAYER. GEOTEXTILE FABRIC SHALL BE NONWOVEN MIRAFI 14ON OR APPROVED EQUAL 6. UNDERDRALN STONE UNDERDRAIN STONE SHALL BE CLEAN WASHED AGGREGATE VDOT //57 OR VDOT /1 OPEN GRADED COURSE AGGREGATE. MAINTENANCE/ INSPECTION GUIDELINES THE FOLLOWING MAINTENANCE AND INSPECTION GUIDELINES ARE NOT INTENDED TO BE ALL INCLUSIVE. SPECIFIC FACILITIES MAY REQUIRE ADDITIONAL MEASURES NOT DISCUSSED HERE. THE VIRGINIA SCHOOL FOR THE DEAF AND BLIND WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE BIORETENTION BASIN. A SCHEDULE OF RECOMMENDED MAINTENANCE FOR BIORETENTION AREA IS GIVEN IN TABLE 3-11.6, PAGE 3.11-32 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999, VOLUME I. THE TABLE GIVES GENERAL GUIDANCE REGARDING METHODS, FREQUENCY, AND TIME OF YEAR FOR MAINTENANCE. PLANTING SOIL URBAN PLANT COMMUNITIES TEND TO BECOME VERY ACIDIC TO PRECIPITATION AS WELL AS THE INFLUENCES OF STORM WATER RUNOFF. FOR THIS REASON, IT IS RECOMMENDED THAT THE APPLICATION OF ALKALINE, SUCH AS LIMESTONE BE CONSIDERED ONCE TO TWICE A YEAR. TESTING OF THE PH OF THE ORGANIC LAYER AND SOIL, SHOULD PRECEDE THE LIMESTONE APPLICATION TO DETERMINE THE AMOUNT OF LIMESTONE REQUIRED. SOIL TESTING SHOULD BE CONDUCTED ANNUALLY SO THAT THE ACCUMULATION OF TOXINS AND HEAVY METALS CAN BE DETECTED OR PREVENTED. OVER A PERIOD OF TIME, HEAVY METALS AND OTHER TOXIC SUBSTANCES WILL TEND TO ACCUMULATE IN THE SOIL AND THE PLANTS. DATA FROM OTHER ENVIRONS SUCH AS FOREST BUFFERS AND GRASS SWALES SUGGEST ACCUMULATION OF TOXINS AND HEAVY METALS WITHIN FIVE YEARS OF INSTALLATION. HOWEVER, THERE IS NO METHODOLOGY TO ESTIMATE THE LEVEL OF TOXIC MATERIALS IN THE BIORETENTION AREAS SINCE RUNOFF, SOIL, AND PANT CHARACTERISTICS WILL VARY FROM SITE TO SITE. AS THE TOXIC SUBSTANCES ACCUMULATE, THE PANT BIOLOGIC FUNCTIONS MAY BECOME IMPAIRED, AND THE PLANT MAY EXPERIENCE DWARFED GROWTH FOLLOWED BY MORTALITY. THE BIOTA WITHIN THE SOIL CAN ALSO BECOME VOID AND THE NATURAL SOIL CHEMISTRY MAY BE ALTERED. THE PREVENTIVE MEASURES WOULD INCLUDE THE REMOVAL OF THE CONTAMINATED SOIL IN SOME CASES, REMOVAL AND DISPOSAL OF THE ENTIRE SOIL BASE AS WELL AS THE PANT MATERIAL MAY BE REQUIRED. MULCH BIORETENTION AREAS SHOULD BE MULCHED ONCE THE PANTING OF TREES AND SHRUBS HAS OCCURED. ANY GROUND COVER SPECIFIED AS PLUGS MAY BE INSTALLED ONCE THE AREA HAS BEEN MULCHED. GROUND COVER ESTABLISHED BY SEEDING AND/OR CONSISTING OF GRASS SHOULD NOT BE COVERED WITH MULCH. PANT MATERIALS AN IMPORTANT ASPECT OF LANDSCAPE ARCHITECTURE IS TO DESIGN AREAS THAT REQUIRE LITTLE MAINTENANCE CERTAIN PANT SPECIES INVOLVE MAINTENANCE PROBLEMS DUE TO DROPPING OF FRUIT OR OTHER PORTIONS OF THE PLANT. ANOTHER PROBLEM INCLUDES PANTS, PRIMARILY TREES, THAT ARE SUSCEPTIBLE TO WINDTHROW, WHICH CREATES A POTENTIAL HAZARD TO PEOPLE AND PROPERTY (PARKED CARS). AS A RESULT, SOME PANT SPECIES WILL BE LIMITED TO USE IN LOW -TRAFFIC AREAS. ONGOING MONITORING AND MAINTENANCE IS VITAL TO THE OVERALL SUCCESS OF BIORETENTION AREAS. ANNUAL MAINTENANCE WILL BE REQUIRED FOR PLANT MATERIAL, MULCH LAYER, AND SOIL LAYER. A MAINTENANCE SCHEDULE SHOULD INCLUDE ALL OF THE MAIN CONSIDERATIONS DISCUSSED BELOW. THE MAINTENANCE SCHEDULE USUALLY INCLUDES MAINTENANCE AS PART OF THE CONSTRUCTION PHASE OF THE PROJECT AND FOR LIFE OF THE DESIGN. A EXAMPLE MAINTENANCE SCHEDULE IS SHOWN IN TABLE 3.11-6 IN THE VA SWM HANDBOOK. MAINTENANCE REQUIREMENTS WILL VARY DEPENDING ON THE IMPORTANCE OF AESTHETICS. SOIL AND MULCH LAYER MAINTENANCE WILL BE MOST LIKELY LIMITED TO CORRECTING AREAS OF EROSION. REPLACEMENT OF MULCH LAYERS MAY BE NECESSARY EVERY TWO TO THREE YEARS. MULCH SHOULD BE REPLACED IN THE SPRING. WHEN THE MULCH LAYER IS REPLACED, THE PREVIOUS LAYER SHOULD BE REMOVED FIRST. PLANT MATERIAL UPKEEP WILL INCLUDE ADDRESSING PROBLEMS ASSOCIATED WITH DISEASE OR INSECT INFESTATIONS, REPLACING DEAD PANT MATERIAL, AND ANY NECESSARY PRUNING. CONTROL OF SEDIMENT ON THE DRAINAGE CUED CARE MUST BE TAKEN TO PROTECT THE BIORETENTION BASIN FROM EXCESSIVE SEDIMENTS FROM THE DRAINAGE SHED. ALL ERODED AREAS AND STRUCTURAL DEFECTS SHALL IMMEDIATELY BE REPAIRED AND SEDIMENT DEPOSITION SHALL BE REMOVED. WHENEVER ADDITIONAL LAND DISTURBING ACTIVITY TAKES PLACE IN THE AREA DRAINING TO THE BASIN, EFFECTIVE EROSION AND SEDIMENT CONTROL MEASURES MUST FIRST BE PUT IN PLACE TO EXCLUDE SEDIMENTS FROM THE BASIN. PERFORMANCE BASED SPECIAL MEASURES OVER AND ABOVE THOSE SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, MAY BE REQUIRED TO ASSURE THAT THE BIORETENTION BASIN IS NOT DAMAGED BY SUCH LAND DISTURBANCE. WHEN SAND OR OTHER STREET ABRASIVES ARE USED DURING THE SNOW OR ICING CONDITIONS TO PROVIDE TRACTION ON ROADWAYS OR PARKING LOTS DRAINING TO BIORETENTION BASINS, THE PAVEMENT SHOULD BE POWER/VACUUM SWEPT AS SOON AS FREEZING WEATHER ABATES TO PREVENT DAMAGE TO THE BASINS. Draper Aden Associates Can....... ammw,a x".. x"wnM x"m. Engiwering . Surveying . Emvnnmmm(Seniccv 700 Harris Street, Sutte E CharlottesAlle, VA 22903 T 434-295-0700 F 434-295-2105 W w .daa.cam PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434 977 1862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804 649 9303 F 804. 343 3378 A/V CONSULTANT "WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703- 404 8900 F 703- 404 8940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434 984 1358 F 434 984 4158 SEAL / P . > �Q C IgPAI, PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12 PER COUNTY RENEW SHEET TITLE �•��•� BIORETENTION DETAILS SHEET NUMBER C3.2 I \ \ \ \ — — — _ _ _ _ _ _ ' \ 7Sp \\ \\\ \\ --------------------------\ ---------------- 79 ____- --- \ \ \ \ \ \ \ _—v1RGINA STAIE \ \ 2 \ \ \ \ \ \ \ \ \ \ � — _ A PWIE SWM ZOS \ \ \ � SF v' ` _ � — — _ •`•'`, \. � `\ \ \ . \ . \�. \ .\�\+\',�, \ \ \ UMITS 6F\CONSTRU2D71CNA. / / \ \ `\\ \ \\ >.\. \ l.\. \\ \\ \�•\\. \.vim \\\\ \\\` \\\\`����\\ `\ _ `\ `\ \\ \ \ \\ \'\�\,\ In -., . DC IP Q 1 „d . .s. I fi•` SF NN NN' \\\ N\ \\\ \ -- — _ IP _J 1' \ zz ZZE `` -z: II 1 IT LIMNS OF CONSTRUCTION I �ZzZz �_�IIS 'R �' r.,. ,',. ..z. `P wy nF \\"`\ `��` //i=�\ „^. f• i j///i%'r Q 1. — n I I I 1 I' — \\ �. 'DI. /.'.. 'q+>J I I I lam• IZZ — Zz LIMITS OF CONSTRUCTION 3z \ \\ \\ i �'\ \\ \ \`\ `4-18---�/iil z� _�—_—__—_— \`_\ �•�( \!% / / l l _\_.------ �_ U4119rOFCONSTRUCTION ``------------ \-------------- --_ -— _ - \ _ _ _ \ \ 1. ALL SLOPES STEEPER iiiA�J 33% (3:T��HALL BE PLANTED — — — — — — — — / --' / �— ` — WITH SHRUBS OR LOW MAINTENANCE GROUNBACOVER. / LEGEND -- `----- - , J \\\ \`� 2. SILT FENCE SHABE-WIRE SUPPOR\I'ED,SILT FENCE USED ----- — ' /// LL 4 //' \\\ \\\ \\ IN CONJUNCTION —WTHCQ STOKE-WEIROU PER DETAIL -- GRAPHIC SCAM ASPHALT � \ \ \ \ _ — _ — — \ \ �R@VtBED—BX Tkl€- CQUNTY. \ — _ _ — � / —----__— \\ `— — _--\ Eli—\g\jhq --- _\_ So ° t3 \'3. SOIL STABILIZATION BLANK �1TTING QL BE USED PAVERS ---------------------- ` ON—A&rSU)PES_STEEPER THAN 261C(4.1). IN STABILIZED TURF ----`— ♦----------- \\ \ ----\� Draper Aden Associates CM.torcen lle Btoa'krbug Nc4naW HaW.Rmk 4M_ G' 9) -N ft • S�g • F 'romumralSm+�s 700 Harris Street, Suite E Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W W .daa.com PROJECT TITLE .RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILKY, WILLIAMS, PITTMAN 0 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 2% 2116 F 434 9771862 ARCHITECT GLAVE AND HOIMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 809- 343 3378 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 -------------------- LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 984 4158 SEAL = DF P Le. No. IGNAL PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 1 PFR 00M BEM 2 01 PER CgM1Y NEVEM 0 / 6 SHEET TITLE Cn 9f—o. -,/'-1,1 EROSION ANDI SEDIMENT CONTROL PLAN SHEET NUMBER EC1 A 70' MIN. FILTER, 6" MIN.J q EXISTING CLOTH GROUND SIDE ELEVATION 70' MIN. WASHRACK 12' MIN.* 10', MIN. 1 PAVEMENT MOUNTABLE BERM (OPTIONAL) 1 10' MIN. VDOT /1, B -J I COURSE—/POSITIVE POSITIVE DRAINAGE 10' MIN. AGGREGATE TO SEDIMENT DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 3` MIN. FILTER CLOTH SECTION A—A 3` MIN. r 6'-7"^ REINFORCED) SECTION B—B (—DRAIN SPACE CONCRETE e STONE CONSTRUCTION ENTRANCE CE EC1.2 NOT TO SCALE GENERAL SLOPE (3:1 OR LESS) TOTAL LBS PER ACRE KENTUCKY 31 FESCUE 200 LBS. KENTUCKY BLUEGRASS 10 LBS. RED TOP GRASS 10 LBS. SEASONAL NURSE CROP 30 LBS. WHITE CLOVER 2 LBS. 252 LBS. SEASONAL NURSE CROP MARCH, APRIL THROUGH MAY 15 ANNUAL RYE MAY 16 THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16 THROUGH SEPTEMBER, OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY WINTER RYE LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS. SEEDINGS TO BE MULCHED AT THE RATE OF 2 TONS PER ACRE WITH TACKIFIED STRAW, IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN ACCORDANCE W/ VA E&S STD 3.35. Sps PERMANENT SEEDING SCHEDULE VESCH STD. & SPEC. 3.32 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SPECIES RATE (LBS/ACRE) 50/50 MIX OF ANNUAL SEPT 1—FEB 15 RYEGRASS (LODUM 50-100 MULTI—FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB 16—APR 20 ANNUAL RYEGRASS 60-100 (LODUM MULTI—FLORUM) GERMAN MILLET MAY 1—AUG 31 (SETARIA ITALICA) 50 SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION WITH TACKIFIED STRAW, IN ACCORDANCE WITH VA E&S STD 3.35. OTEMPORARY SEEDING SCHEDULE SEEDING SCHEDULE VESCH STD. & SPEC. 3.31 SEEDING SCHEDULES Q .2 NOT TO SCALE W1 SL( 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE 2. STAPLE WIRE FENCING TO THE POSTS. ALONG THE LINE OF POSTS. �Ij `tr't� I AMA w 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2 X 4" WOOD FRAME DROP INLET —f!CwmKlzKKlml %WITH GRATE 1.5'MAX. I � � 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 7__'I.__ //� EXTENSION OF FABRIC -- ( AND WIRE INTO THE = —11'I_ TRENCH.�-I FILTER FABRIC IIIIII CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) eSILT FENCE SF EC7.2 NOT TO SCALE WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. STEEP SLOPE BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. �1`Ii�11�1RI-� - ailF L.lFMil� 1�-O��I lrll- =u=�.��-RIFu� ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. eTYPICAL ORIENTATION OF TREATMENT - 1 O Ec1.zSOIL STABILIZATION BLANKET B M NOT TO SCALE TAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION PECTIC APPLICATI DETAIL A THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. eSILT FENCE DROP INLET PROTECTION IP EC7.2 NOT TO SCALE BLIP IBOA THODS OF TREE FENCING GEOTEXTILE AMOCO 4506 OR EQUAL e OUTLET PROTECTION OP EC1.2 NOT To SCALE FLOW VDOT /1 COARSE AGGREGATE 'ENCE WIRE SUPPORT SILT FENCE SEE CTION A -A, STONE EWEIR DETAIL TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING ABOVE eFENCING AND ARMORING TP EC1.2 NOT TO SCALE 2.01 SECTION A—A STONE WEIR DETAIL A V FLow 3.0' CLASS II RIPRAP eMODIFIED MUD TRAP 0 EC1.2 NOT TO SCALE WIRE SUPPORT SILT FENCE Draper Aden Associates Charlanvi//e BlxtrAurg RILRmoM Hmµn.Rm6. 1700 Harris Streat, SLrKa E I Charlottesville, VA 22903 T 434-295-0700 F 434-295-2105 W w .oaa.c PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARTF COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PrITMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2r CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSWLLE, VA 22902 T 434 296 2116 F 434- 977 1862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 30D RICHMOND, VA 23219 T 804- 649 9303 F BD4- 343 3378 A/V CONSULTANT AV WASHINGTON AWTECTURE, INC. I EXPORT DRIVE STERLING, VA 20164.4421 T 703- 404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434 9841358 F 434 984 4158 cyy-11 PROJECT NUMBER 2731 DATE OCTOBER 13, 2008 DRAWNBY: GCJ CHECKEDBY: JWS REVISIONS NO. DATE DESCRIPTION 1 1229 08 PER COUNTY MAD 2_ 01 09 PER COUNTY RL'YEIY SHEET TITLE'` 31 EROSION AND I SEDIMENT CONTROL DETAILS SHEET NUMBER EC1.2 r NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street CharlottesviLte, Virginia 22902 T 434 9841358 F 434 984 4158 W W .nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT AV WASHINGTON AVITECTURE, INC. I EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B, HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL 0�'0shLT1IOA.LI u THO S L N0.0406000 910 c7 /0 -ie -0g �S - PE Rte, PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design DevAopmmt 2 4-07-2008 100% Design Devdoommt 3 5-052008 County Site Plan Submittal 4 5-19-2008 5W/a CD Progn,. Set 5 6-16-2018 County Sire Plan Submittal 6 6-23-2%18 95% CID 7 7-24-2018 1000/s CD 8 10-13-2008 Final SP Submittal- Camty SHEET TITLE Cl�rv-7?1.01 LAYOUT PLAN SHEET NUMBER L1.10 r NOTES: - �1I; 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. - Z REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR DECISION BEFORE STARTING - - , I �� CONSTRUCTION. - - _ - 2. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERW ISE STATED.- '- - r • _ 3. ALL DIMENSIONS'FROM STRUCTURES ARE FROM FACE OF FINISH OF EXTERIOR WALL. DIMENSIONS ' -1 - /-- ---�f- -- — FROM WALL ARETROM FACE OF FINISHED WALLS DIMENSIONS FROM STEPS ARE AS SHOWN IN SECTION DETAILS. I 4. CENTER PAVING PATTERNS WITHIN THE PATH OR SPACE UNLESS OTHERWISE NOTED OR IF ALTERNATE- _ CENTERLINE IS PROVIDED. . 5. CONTRACTOR TO SALVAGE EXISTING BRICK FROM CONSERVATORY FOR REUSE. LANDSO�A#E� -` zi u.' ll, ARCHITECT TO DETERMINE 'LOCATION FOR BRICK. - _ _- :a 5. CONTRACTOR TO PROVIDED SAMPLES OF ALL MATERIALS. THIS IS TO INCLUDE FIELDSTONE, -- r BLUESTONE BRICK'COBBLE, HONEYDUST, STEEL EDGING AND MORTAR SAMPLES. - -�� I &CONTRACTOR TO PROVIDE 1 T X 1 T SAMPLES OF FULL RANGE OF COLOR TO DETERMINE AVING COLOR PALETTE. 7. ALL FIELDSTONE AND BRICK WALLS TO BE MOCKED UP IN THE LOCATION DESIGMAT BY LANDSCAPEARCHfTECT. EACH MOCKUP SHALL BE 4' LONG AND INCLUDE COPIN ETAIL. OUT'TO BE APPROVED BY LANDSCAPE ARCHITECT BEFORE FURTHER PROGRESSION. ' i+`' u `' • 1 A Al 1 PA,Gwa PATTERNS TO RE MOCKED/UP IN THE LOCATION DESIGNATED,AY '. NDSC E WALL AND ' PAVING MOCKUP;' LOCATION SEE 14OTE 8. r NPT SOON BISRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W w .nbwla.00m PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 8900 F 703 4D4 8940 ARCHITECT GLOVE fi HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL ��tipT,TiIpA o `Lp NNAd L. LTZ 5 I. 0408000 810 9 /a-iD•og' � PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% 1)e6An Development 2 407-2008 100% DesWm Development 3 5-05-2008 County Sift Plan Submittal 4 5-19-2008 50% CI) Progress Set 5 6.16-2008 County Site Plan Submittal 6 6-23-2008 950/6 CD 7 7-242008 100%CD 8 10-13-2008 Final SP Submittal- County SHEET TFfIi'D o.:�i 0l MATERIALS P ILA SHEET NUMBER L1.11 �1� LAYOUT PLAN — D o NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 9841358 F 434 984 4158 W www.nbwWsom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 8: 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 4342% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT "WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GIAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL4rwIll GpL l,P u L. LTZ No. 0408000 910 9l0 /o O� PROJECT NUMBER' 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WFB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Developmmt 2 407-2008 100% Design Developmmt 3 5-052008 Couaty Site Plan Submittal 4 5-19-2008 50% CID Progress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD — —__.— 77-24-2008 100%® 8 10-13-2008 Final SP Snbmit"I Coonty SHEET TITLE LAYOUT PLAN SHEET NUMBER L1.20 NOTES: 1. CONTRACTORSHALL VERIFY ALC EXMINGCONDITiONS AND LAYOUT DIMENSIONS- - _ - -- IN THE FIELD. REPORT, DISCREPANCIES IHE LANDSCAPE ARCHITECT FOR DECISION-- BEFORESTARTIN,G CONSTRUCTIOR. _ 2..ALL ANGLES ARE, ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE STATED.'- 3. ALL DIMENSIONS FROM STRUCTURES ARE FROM FACE OF FINISH OF,EkTERIOR c WALL DIMENSIONS FROM WALL ARE FROM.FACE OF FNISHED WALL. DIMENSIONS R OF DOOR I J, 'I FROMSTEPS ARE AS SHOWN INSECTIONDETAILS 4. CENTER PAVING PATTERNS WITHIN THE PATH OR SPACE UNLEWOTHERWISE.- ---- - - - _ -- -- RELDSTON NOTED OR,IFALTERNATE CENTERUNEISPROVIDER. % ' .-6. CONTRACTOR TO SALVAGE EXISTING BRICK FROM CONSERVATORY FOR REUSE. _ ._..._ I ' LANDSCAPE ARCHITECT TO DETERMINE LOCATION FOR -BRICK., - _ S:CONTRACTOR TO PROVIDED SAMPLES OF ALL MATERIALS. TH751S TO,INCLUDE" FIELDSTONE, BLUESTONE, BRICIS,COBBLE, HONEYDUSL STEEL EDGING'AND,MORI.- _ .--" – _ – ------------- -- -- _ ... SAMPLES..' 1 _------ _ &CONTRACTO,R TO PROVIDE T'T X-12" SAMPLES OF FULL RANGE Of COLDR TO _�._-- --- r _Y , � $CU�STONE :. _ FIELDSTONE _ - WALL, q _ .. _ _-BL TONE STEPS DETERMINE PAVING COLOR PALETTE. ' - _ AINE� QN - _ - -5. ALL FIELDSTONE AND BRICK -WALLS TO BE MOCKED UP IN THELgCATION'----_----� /- / J S 1 WITH IELDSTONE _ RISER DESIGNATED B',hLANDSCAPE ARCHITECT. EACH MOCKUP SHALL BE 4'.LONG AND —BE 7C I w - -' - _ 3 3 _ BRICK/ �kAB INCLUDE COPING DETAIL::. LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT � - A � PAVINBLUESTG "'• _ ''. LUESTO OR - PLANTING BED PLAN BED PAVING ON B TEPS BEFORE FURTHER PROGRESSION. : ' �B T HASH O 8. ALL PAVING PATTERNS TO BE iMO�C�KED UP IATTHE'LOCA N SI T • ::? --:: - PLAI�TiNG BED- - - .PLANT GrBEO -: _--- ---- BRIGS ER - _ PR T) LANDSCAPE ARCHITECT. THE M&ICUP OF COBBLESTO IQD C 4 PLA TING '— —=---- --- -- BED _ PLANTING B P BR � T ITH 4'-C, BLUESTONE'MOCKUP TO BE 6-0 x6'-9'. LAY U O E V " - '- - --_ r LANDSCAPEARCHITECT BEFORE FURTHER PRO R N.—BLUESTONE $TEPS _ - BRICK R R�5 l BLUESTONE _ �9. ANY ALTERATIONS TO THESE DRAWINGS O D E E F ��''.- . ' _ --- 'MTH FIELDSTONE- _ • - PAVJN.G ON SLAB. .CONSTRUCTION SHALL BEPROMPTLYREP, RT D:'OTHE S ,CHIT FOR �- -_. RISERS -- -- -'- -- S APPROVAL PRIOR TO,CONSTRUCTION. ,�--.i - - -•� 10. WORK MAY INCLUDFRESTORATK7N A L N G F i G MASONRY r , AFTER PROJECT DEMOLITION. 'WORK T r `1 r� LANTING PLA NG $ED 4 5 SOD PANELS W/ LU E TEPS -� s1 BED • I • *7' 4 BLWESTANE EDGE g 2 BRI K ON SLAB 2 BRICK WALL �� _ r3 SIM. V 1 1 , 55 xa .� �. .:: ..'� _i -..IFI � • �rt ,.: � x _� ... -- -- :rWADL TON / R8 SEE AR x I _ E U ' r. r ,Gs .. DWG FOR G AREA T+� _ F� INFO f _ / rte'-• NG ]r ED - _ 'i PLA - MING BE - r LLARDS / i 1 G WALL _ ; / SE,E AR H.— DING. . ' TEPS / — E _ QWG. RG "� .. ,.,,,," .� INFO. / - ACCESS AISLE I — - - - RI S P ING, r i 7 COBBLESTONE W.A�L w iNG i *ti3 4'+i �S "Y' trsPAce (�. IM BRICK ST E Y C-- = ----- any SLAB.._1 4 f J _ x RICK]'�HANDRAIL BB ONE 1 1 PLA t� BLUESTONE PAVIN VING ON SLAB' 5 ON SLAB r. .L{+n,l as ,iP., SALVAGED BRICK FR M J F Iu } �, ` fi I J CES x- . \� PO S -- BRI ING - LIMIT VEHICULA ICK 1 B CK VINE I N / ` , ELD ONE W }' r 0�1I / B i a _ : - " �L F ONT DOOR % • i-' -- - E r OF NOUS 1 __ , / y : i i a MATERIALS PLAN Sr—AIF 1"= 1 D' -o" t N�E�LjS�ON BIjRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22901 T 434 984 1358 F 434 984 4158 W www.nbwla.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBFAL RT F COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, P17TMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 10169.4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE It HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O�'V" ALTll c4�THOMAS L. L Y No. 0406000 910 C !o-ru.of 7�SC9pE LtC�,�E`+ PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95%Design Develoyment 2 407-2008 1000/ Design Develorrmmt 3 5-05-2008 County Site Pian Submitral 4 5-19-2008 5011. CD Progmsa Set 5 6.16-2008 CountySite Plm Submitral 6 623-2008 95% CE) -- 7 7-24-2008 100% CD 8 10-13-2008 Final SP Subnilml- County SHEET TITLE MATERIALS PLAN � SHEET NUMBER L1.21 LAYOUT AND MATERIALS PLAN RCAI F 1" =)n' -(Y' NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Chartottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwiasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN Et 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 409 8900 F 703 404 8940 ______________________________ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL -F. G14VtRft.;V T. 2VRr , R. 9 nD. G40Gua3 217 t� PE AR PROJECT NUMBER 0623 DATE December 22nd, 2008 DRAWN BY: SJ, ZP CHECKED BY: WT8 REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 1000/6 Deaitm Development 3 5-05-2008 County Site Plan Submitml 4 5-19-2008 500/o CD ProRtess Set 5 6-16-2008 County Site Plan Submitral 6 6-23-2108 950/. CD 7 7-24-2008 100% CD 8 10.13-2008 Final SP Submitral- Cowry 9 12-22-2008 Final SP Submitral- C..ty SHEET TITLE LAYOUT AND MATERIALS PLAN SHEET NUMBER 0,.:�v C1 L1.30 GRADING AND DRAINAGE NOTES h LCONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY ° DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 6 ` 2. SLOPE AWAY FROM BUILDING. »" 3.PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS / OTHERWISE NOTED. BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN ATA o MINIMUM OF I %. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE} • — REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. a ay ry J �. �I rn l v; 5. ALL EXTERIOR STEPS SHALL HAVE EITHER A 1%OR 2% WASH ON THE TREADS. 4'� • 1222 7. _ 6. HOLD FINISHED GRADES FOR SHRUBS ADN GROUNDCOVER AREAS 1 INCH BELOW TOP q h ^ ' + OF ADJACENT PAVEMENT OR CURBS. ryy. �9 7. ONCE GRADING OPERATIONS ARE COMPLETED, ALL DISTURBED AREAS WITHIN OR 1 • z • OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL BE STABILIZED BY FINE GRADING AND wNIB1 >28 i SODDING OR MULCHING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 1 8. RETAINING WALLS TO BE BACKFILLED WITH TOPSOIL TO PREPARE FOR FUTURE PLANTINGEXISTING )2W.744; AREAS. ELEVATION (TYP.('ry !" E. O S ARE LEVEL UNLESS INDICATED OTHERWISE / a »Pn9 9. ALLWALLT P 10. SEE ARCHITECT'S AND ENGINEERS DRAWINGS FOR ADDITIONAL SITE CONDUIT 1 ry, INFORMATION. 1 l SEE LANDSCAPE PLANS FOR ADDITIONAL PLANTING INFORMATION. . 12. CONTRACTOR TO SUBMIT SLEEVING COORDINATION PLAN INDICATING SLEEVING SIZES y° AND DEPTHS FOR APPROVAL PRIOR TO CONSTRUCTION. .! 13. REFER TO CIVIL PLANS FOR ALL EXISTING AND PROPOSED UTILITY LOCATIONS. y rye. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND NOTING ANY yM UNDERGROUND UTILITY LINES PRIOR TO GRADING, TRENCHING, PLANTING OR OTHER .. RELATED SITE WORK. RESTORATION OF UTILITES DAMAGED BY CONTRACTOR SHALL BE /`- MADE AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. f ' u 1 15. SUBSUFRACE DRAINAGE LINES (PERFORATED PIPE) HAVE BEEN LOCATED TO AVOID.. CONFLICTS WITH ROOT BALLS. CONTRACTOR SHALL MAINTAIN THE RELATIVE LOCATIONS OF THESE LINES AS INDICATED. >I 16. SUBSURFACE DRAIN LINES (PERFORATED PIPE) SHALL BE PLACED TO ALLOW A MINIMUM Q1 ' OF 1 TOF COVER. LINES SHOULD HAVE POSITIVE DRAINAGE TO DAYLIGHT LOCATIONS. 17. SEE TYPICAL DETAIL 1 A 6.33 AND 2/1- 6.33 FOR DRAINAGE THROUGH WALLS. yry ry +•.. \ l +Yryyry `ry yyp5 ' l . + y �y 9 y 1 y 261.32 y�� \..:> `\ \ •. •i' yo"ry - yp^ • tyro '`� iTti163p \ � +��. • , . 4 ,�. 126 74: 6 ryyn y L y3 1 . 9y ryy .t y M1 ,YGI�[ NEW 0 + i EXISTING Cc F` y0 M1 PROPOSED ti ryh- GRADING AND DRAINAGE PLAN i( --Al F 1"= 90'-N' • + FFE 1280.9 -L5% L% - a 12�it >rt^ � ., 2. FFE + 1280.9 12N1T 14i L. • DAYIIGI �'vw8 ET , 1 1 _. .! � yM 1 I / 1 �'vw8 ET , 1 1 _. � 1 I / 1 N 0 10 20 NELSON BIjRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.00m PROJECT TITLE RESTORATION OF MONTALTO —MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC- A EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 8041343 3378 SEAL !! 1S'�• 0 x • c) 4i`ARP;S?! T. SYR NO.0408000 217 sC,`IPIE AR PROJECT NUMBER 0623 DATE December 22nd, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3.31-2008 951/o Desig, Development 2 4-07-2008 100% Design Developsmnx 3 5-05-2008 County Site Plan Sub=tml 4 5-19-2008 50% CD Pmgms Set 5 616-2008 County Sim Pian Submitral 6 623-2008 95% CD 7 7-24-2008 100%C33 8 10-13-2008 Fuel SP Submitral -County 9 12-22-2008 Final SP Submiml- Com" SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NUMBER ol L2.10 GRADING AND DRAINAGE NOTES 1.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. - _ 2. SLOPE AWAY FROM BUILDING. 3.PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS OTHERWISE NOTED. BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING. _ 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1 %. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. - 11, _ 5. ALL EXTERIOR STEPS SHALL HAVE EITHER A 1% OR 27o WASH ON THE TREADS. 6. HOLD FINISHED GRADES FOR SHRUBS ADN GROUNDCOVER AREAS 1 INCH BELOW TOP OF ADJACENT PAVEMENT OR CURBS. _ 7. ONCE GRADING OPERATIONS ARE COMPLETED, ALL DISTURBED AREAS WITHIN OR OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL BE STABILIZED BY FINE GRADING AND SODDING OR MULCHING AS DIRECTED BY THE LANDSCAPE ARCHITECT. _ _ - 8. RETAINING WALLS TO BE BACKFILLED WITH TOPSOIL TO PREPARE FOR FUTURE PLANTING AREAS. , 9. ALL WALL TOPS ARE LEVEL UNLESS INDICATED OTHERWISE. 10. SEE ARCHITECT'S AND ENGINEERS DRAWINGS FOR ADDITIONAL SITE CONDUIT INFORMATION. 11. SEE LANDSCAPE PLANS FOR ADDITIONAL PLANTING INFORMATION. 12. CONTRACTOR TO SUBMIT SLEEVING COORDINATION PLAN INDICATING SLEEVING SIZES AND DEPTHS FOR APPROVAL PRIOR TO CONSTRUCTION. _ . - _ _. EXISTING .CONTOUR 13. REFER TO CIVIL PLANS FOR ALL EXISTING AND PROPOSED UTILITY LOCATIONS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND NOTING ANY UNDERGROUND UTILITY LINES PRIOR TO GRADING, TRENCHING, PLANTING OR (TYP:) F UTILITES DAMAGED BY CONTRACTOR SHALL BE MADE AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF _ OTHER RELATED SITE WORK. RESTORATIONO . PROPOSED OWNER. 15. SUBSUFRACE DRAINAGE LINES (PERFORATED PIPE) HAVE BEEN LOCATED TO AVOID CONFLICTS WITH ROOT BALLS. CONTRACTOR SHALL MAINTAIN THE CONTOUR (TYP.) RELATIVE LOCATIONS OF THESE LINES AS INDICATED. 16. SUBSURFACE DRAIN LINES (PERFORATED PIPE) SHALL BE PLACED TO ALLOW A MINIMUM OF 12" OF COVER. LINES SHOULD HAVE POSITIVE DRAINAGE TO - ' DAYLIGHT LOCATIONS.11 11, - 11 �1' v A '\ , I �' 17. 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I ........... �_� . . .----- . -..._', ,_ __1 I . , .... . -.-.- __ � - � - 1111___�O. I I . I - f I I -...,- ___ \1, , / I . " _;", - ,11. _, I I -- - __ I � __ __ ..... - �� , __ � __.___._ _ ---- - L_ t?i I � -1 I- _ry` I I I , I I __ 4 �- . x . , _ ____� I I ______1.�____ __ __ - ...._ _,� : � \ -1 11 � - I 1 �l� GRADING AND DRAINAGE PLAN _ ° 5 '° 20 ti SCALE I"= 10'-0" NELSON BYRD.1,; , . WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesvitte, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwLa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN Et 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ARCHITECT GLAVE Et HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 6 SEAL 4 0 , O � WARR� N T. BYR , JR. a No. 0406000 217 to 1110/0001010 s' �1 `0,B ARC PROJECT NUMBER 0623 DATE December 22nd, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County 9 12-22-2008 Final SP Submittal- County SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NIM,k .,1.(>I L2*20 GRADING AND DRAINAGE PLAN 0 10 20 SCALE V'= 20'-0" 40 NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Chadottesville, Virginia 22902 T 434 9841358 F 434 984 4158 W www.nbwla.wrn PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 1 434 2% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 E%PORT DRIVE STERLING, VA 20161-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE Ft HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 jemgALTy O SEAL 2 LTJ WARR.N T. BY D, JR. 5: No. 0406000 217 SC'9PE ARS PROJECT NUMBER 0623 DATE December 22nd, 2008 DRAWN BY: SJ, ZP CHECKED BY: WfB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 950/6 Deign Development 2 4-07-2008 100% DesiRa Development 3 "S-2008 Co ty Site Pint Submittal 4 539-2008 50% CD Pings Set 5 6-16-2008 Omnty Site Plan Submittal 6 6-23-2008 950/. CD 7 7-24-2008 1009% CID -- 8 10-13-2008 Final SP Submitral- County 9 12-22-2008 Pinel SP Submitral- Cowty SHEET TITLE GRADING AND DRAINAGE PLAN SHEET NUMBER L2 e 3 0 'LAN LING NUI ES 1. Landscape Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. The Contractor shall be held responsible for contacting all utility companies for field location of all underground utility lines prior to any excavation. Landscape Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. - ---- - - Do not willfully proceed with construction as designed when it is obvious that unknown /' . _ MACLURA POM A , obstructions and/or grade differences exist that may not have been known during design j -3" CAL.,B&B 1 Such conditions shall be immediately brought to the attention of the General Contractor. .. The Landscape Contractor shall assume full responsibility for all necessary revisions due to _ - - - - - - -'.- failure to give such notification.' L Landscape Contractor shall be responsible for any coordination with subcontractors as required to accomplish planting and irrigation operations. ���---��— f-- ----————-- - ---�= SHEET L V. Landscape Contractor to receive site ed to +/- 1 ft. , % �� �^— - - ------ --�-- i. See specifications for planting requirements, materials and execution. 42 HAMA ' H planting. ,'B&B66S VIRGINIAN F i. Final location of all plant materials shall be reviewed by the Landscape Architect before - - J T. Landscape Contractor shall notify Landscape Architect 48 hos prior to commencement of j.3'CIALYCANTHUS- FL O IDUS hours work to coordinate project inspection schedules. 5 gal., N O.C. - 3. See details and specifications for staking method, plant pit dimensions and backfill 3 HAMAMELIS VIR INIANA requirements. J i . • —`--� 3. If conflicts arise between size of areas and plans, Landscape Contractor to contact 4' HT, B&B, 46'0 Landscape Architect for resolution. Failure to make such conflicts known to the Landscape Architect will result in Contractor's liability to relocate the materials. 10. It is the Landscape contractor's responsibility to furnish plant materials free of pests or plant diseases. Pre -selected or'tagged' material must be inspected by the Landscape Contractor and certified pest and disease free. It is the Landscape Contractor's obligation to warranty - - • •- „ all plant materials per the specifications. 3 ;CORNUS FLORID 11. Landscape Contractor shall provide per-unit costs for every size of plant materials, and by 'CAL—B&B type, as called out on Planting Plans. Unit cost to include the plant material itself and // . THAMW ELIS -VIRGIN, IANA installation, including all labor, amendments, fertilizers, etc., as detailed and specified for- - 4 HT., BB.B 6 O.C. each size. /' ;. - • 1 - •' ❑ �] 'r r -t , . - „ �' _ / 12. Provide matching sizes and forms for all plants used for hedges. Space equally as called for .-5'AESCULUS PARVIFLORA mfi ❑ �'"�; �r .,� '� 1 - 1 on plans. 5' HT., B&B, 6'0.C, 13. The Landscape Contractor shall be responsible for positive drainage throughout planting - ! 5 HAMAMELIS x� s and turf areas, with accurately set flow lines. No low spots or ponding of surface water will be accepted in the final work, unless intended by Landscape Architect. rT Y." n i IOSPY OS VIRG`NIANA z ' ) 1 �&B .'\" \' __ _ _;, . 3 CORNUS FLORID 7VIB NUM TRILCBUM 'COMPACTUM' 7' CAC.,'$&B'' — — J, BVI, URNUfJ11�PLICP,TUM- 70jvJENTQ$klivlt 4-Sl\SIT., 7' O.C: • s FLo G ( 1 : 3" CAL.,4B&BHARU ank ` , AMERICA 3''CAL., B&B,` iNTEI FIUR' / —/. AESCUL ►-' -'&B • 4-5 HT 7 .1 � /— AES UCUS OCTAN 7 VIBURNUM TRIL M'COMP TUM'. t 5 w l 5`GAL., 6'O.C. � �1 e .h N - nes C _ : t 42 VIBURNU PRUNIFOLIUM r17 5 GAL., 3' HEDGED ` ,y��; l�" CSL:, 8B R� _ } I O Vt NU U CA , THHRm 1 - �TI ERICC to — HT. T O.C. / I M _ -- - - _ I , ,v : h L__.: CHILDREN'SGARDEN � _ .. - - �. � �/ / ♦\ tub V i.. ,I. " • >�, /�- ._ .___ _. .__.__ __ __. .. bre y Nobs _ Q1wMMy SderaNC Nama� ICammon Name Ab wa8onl Sim 13 VIBURNUM TRILOBUM / 1 • tPxln ,COMPACTUM' 5 PAL., 6' O.C. y __ ... ..Shrubs S AescLdupanfflom .. IBottleonnh Buckeye. ._. 1 Sht G.C.6' 1—:y{—t �J �•,�.T'J�.. 'C DCo�k[`� _ .. .... ___ ..... - ._. 13 Cal,conthw Flodda _...__. SMeetstrub I 58oi d'o.c. _u+-------------- _. ..... GNnnoUotlt6 asoicu iKentuckY Coffee Tree 1 z'cai 17 Hommamellis Nrginimp 1Cortrrpn Witchhorel I 4'ht 6'oz. 29 Vibunun dentahm— _ �Artowwootl VlbuRnum ._ I 79 at 5-6* oz. .. - - Note Plants re iredb Albemarle Coun cis e \ + 3 7r �'vTM _- 18 VibUnum nWum Winfe tnw' Smooth WBherod Vibu num 4,6 It 7o.c. Y tY - - ' i:.: % -' :,; a ',Vibunun picalrn Tortlenfosun' _IDoubblle Vbunum I 4-5 b1 ! To.c. for final site plan dpRroval are indicated by a 42 Vcvn n prwfo/NnWick How vtW Sod 3 oz. bold line weight. { 27 '....vibuni.m lnlabun _C«npacrun:_ Loam American Ganbeffybush Viloxnum 1 --hod Voz. Project Area = 17.2 Acres EAstingIfees = 1.48 acres \ \ ~` / OICUS ees 1 Acersocchoun S1190Mope I 'r. Col. 12 Aescdwoctaneko 'YeAow Buckeye.__ i S. Cd. fomatch New land 24 acres to rovide10%cans \_. / /' - 7 �anatlagda RowekgDaOwaod I z_qd: p IRg = • ( p pY / �;�c ,coverage) -.., 'c_._. /i"V , DUS-DIOICU$ ....--. .6 DiospAos sarglNmo_,_PeraYmon _ .. - i 1 tYl'cal. New planting = .2'acres (5% of impervious area, '\ - / a Gymrsaciadra cffoku- rKeMuckycoffee Tree marl. which is 4 acres) - MxlrapoNre o-. _ 4 3"co. / - :' %-! 22 Pruw perncr _._._-- .-.... iPeachIX�e .... . t 11/2 -col. -. _. 3 liilip mnencana ;Anedconbmswood I Scot. 'Specimen �/--1 PLANTING PLAN -TREES AND SHRUBS j n/ SCALE I" = 29-a' - 0 10 20 40 0 NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 9841358 F 434 984 4158 W www.nbwla.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN ft 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE ft HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 8D4 649 9303 F 804 343 3378 SEAL�jALTff D O�FL 1� a���1L�4ruti U THOMAS L. WOLTZ a No. 04OWoo 910 ag ,1,, w Od,CAPE ARC�`,C PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCREIMON 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Develoummt 3 5-05-2008 County Site Plan Submitral 4 5-19-2008 W1. CD Progress Set 5 616-2008 County Site Plan Submittal 6 623-2008 95a/ CD 7 7-242008 1000/. CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE PLANTING PLAN TREES AND SHRUBS SHEET NUMBER 6331' 01 L3.10 PLANTING PLAN: PERENNIALS, GROUND COVER, BULBS _ 0 10 20 40 SCALE 1"=20'-0" NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SURE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT "WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 4D4 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O�ViF,ALTH Op L` Oy/� x o� THOMAS L.L. WOLTZ > No. 0408000 810 � /c ca og 9�SC9PE pR�,�� PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Devdopment 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-194008 50% CE) Progess Ser 5 6162008 County Site Plan Submittal 6 623-2008 950/4 CD 7 7-24-2008 100% CID 8 10-13-2008 Final SP Submittal- County SHEET TITLE PLANTING PLAN: PERENNIALS, BULBS AND GROUNDCOVE SHEET NUMBER a% • 31 • p L3911 A • .Y +w'� a rA►.A�A•1a�A�w�iNAT41.�A� Tllr � w� �IIIM�A��Til�i.71�\�'IIY� >�! (II/ •• �►, • • ! • . �� 1!I �•� 45•�+.�iip%i7/ho"i/.rr!,or,�ii/iiii//iii%/ia//n7/�o%i7�//iiai o��' ���o'R".i'��'l�'��At�i''r•II• •q �\ �'��+� ��,/��� I -'A, . 1 • I • • • , i •y M'"i�p' 2; Yri� s• u :9s1•A ••.r.'�.. !�" � �,��,� I eA i r 1, . ••i�� _ �i - - 4t `s''fit' O I�TIPT • 1 11 ayy � I'. F '� . • i �i;�",•' it, I ; +''� �•;�+il;■, ,■y� li� I ��� it RO [Pte► _ • ilir t!`'ii�'�..#�!l, -.' ��'� _ =- �.. ►• - it _ 1 -:.moi ; «,,:•�t�-r,,.L1 �,eL 1 �� �I�p� • ry Fi �k 1 18 VIBURNLI'M X BURKWC0C4L- A14NE RUSSELLIL �� riii� wL+ Y► y E �1 "� 1 i35 0AOTHENONCISSL)S �1��« -- - t ����� 50�� � t � I �■I■�■�. � .. `I�,l�i�iv'i�,��°�'ri �.+71�1 � s • I r ARBORESCENf. 1 /•HO' i 9 • 3 HYDRANGEA AN f'3 GAL. O.C.PRAIRIE PErITE' ty ;� r 1 "r5 kJL i:: FAGUS GRANDIFO IA 8 ti ' 3" CAL. , B&B 7-G 3 HYDRANGEA PA 1 8 Hil 5 GAL., B O.C. I ' LIRNLI 11 PLICATU h _ r'TOMENTO rAL , ' O.C. _.. _-.. t I - —N. otes: L3J0for Ptdnting Notes. PLANTING PLAN - TREES AND SHRUBS I scAir r'=ima, It 'T - : TOILEX VERTICILLATAWINTER-gW 6 SYRINGA VULGAR�S' RAIRIE PETITE' 23Li AA—` VITEX AGNUS CASTUS - - 5 GAL., 4 Ip.C. � , : � - � 4' HT., 6'.O.C. –3 HYDRANGEA ANOMOIJ+ 91LEX VERTICILLATA'RED SP -- iy - 3 GAL. --- -- — -- !, - 7.GAL., 6'0.C. ---- - G L , 2' l�.C. - IBURNUM OPULUS COMPACI�UA4' I 5 , -i7 _ .. O.C. ...... —8 BUXUS PERVIRENS VARIED SI ES EE SCHEDU ^, / 4 BUXUS SEMPER VIRE —14 BUXUS SEMP VIRENS URNUM OPUL OMP M1 S' X 5', B&8 } %,3 OG" _ VAR4ED,%M SE CHEDU r -..:}�f.Y�: n�✓t' Ir':"�i�, '..�r ,.. —�-' ✓ ! - 1 t Iil4 } '.I � r , _ 2\ __ %"' , y�� F �}. , ;,.. l7 wn I it i. �, � ...... '� _ r .'`w..:✓� ... 'r"� X (X3, 1.' "r•... a. _ ?, ..:. '1 ^" fit, x-.ai. v i -,�. � L.'a CI" 16 BUXUS SEMPERVIREN... ' _...... M1maeww� M _... X 3' Too. _ t .... ... _.. ._ .. _. ,1 . , u.unryNN�,.e Anwk __ 16 Bu _ m Gwwaa� : 1' M TTfo TmfCM1 - J 1iBUXUS SEMPERVIREN 1 w "" p M A. __ A.BWwo.tl '}a] NUIDUM'WINTERTHUR' t VARIED -SIZES, B&B A,,.-So..,w,l a ; B vwnpnYM_ _ _ AnwtmfapamE rY' 6 HYDRA PEA PANICU , TA lA ARBORESCENS ;L - I 7 GAL., 6' CS:C. wm gwoWd pear v ': e.. —I x I9 rlpuKeeo'iomao C_ t � nJWL 7— CMMip - WI lfd?iW. 3 •`_ _-- r _I ' - / 31 _.. Ilpp,p•o obwcw. M.RMI. AnwYwlMd^N•^ SWL I 3 BUXl1S $EMPERVIRENS fo _._ npmo u aroq m wwaw __ s� 1— _ L 5' X 5', B&B, 3 ww. d. W° o<. • a__. .. wP�9^eea:cam .. v.eGwlMb.naee ] doc. � �/ -.. I@_ MHuW9wcPdio ._ Oft:w/IMJanPoc � SWL fm. �v rr �ni - lie mpay.eq�..xdmvl. w« .. a.. w.."Dean) xrac.aw �j aax re.c. 17 ILEX VERTICILLATA'RED SPRIT e: Plaplts required by,.Albemarle County c ,,, f' ,?6 _- xe. wrINFA ee]plw wL�IwM " 7 GAL., a' O.C. for final site Ian a idval are Indicated ty'y _ bo P ./ la___rbdcvsw,p',cn:.r M.M.�^dIN^^SMeeW.e - {WL Inc. -1--I-- Id lice weight: 5 w„2,c..,w. W. ,� ...�. PPr a' I E�'� / ,= /' � Iae: Irea. . / 1�.. _ xnoaasode.wla.a ..ate'.. vmaowodoe .. _. rM too. .. _Project,K�ea = 17.2 Acres- 11 `"" i •:a^n IIw.,eo,. - sgaL ren. •' '• '•. •1 4 Luis Trees 9 5}rpyic�a� wHMMawbwrV 6WI Yox. -. � 19 MMe' CamontbcPvmlfpnV ]WL Yot. NGV plant) s provide I© anop te. xTe.00n' oeww m soot .. ) dmvnrvd nlVlMwIMY Art.IM1WXIyeW Wunum lad 1c. `� —' 11 �fi �% .•.. clot/ �. % % � le na.n Wd C>+'aYM: wmRnwonomCw.rwxw p'nl -s WL I... xJ i° , .' I,yL 41 - ' 6 bmwnpknNniw�nM'nr' Dw[81Y VSurym 1WL do<. •mpe •] , 14. VNx mq'. caM... CM1ab lee (M 6'w< e v snI which' acres) e (5� w Trm l wcaacwnm S ^nf!w too •yecHm .] Mnv,Nd'exw, 'YmM CM1ww rmL IOImICM1 1 5 10 20 11 111111111 ^4 NELSON BYRD r WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwta.mm PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE AI,BF.MART F COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILL", PITTMAN 8 110 THIRD STREET, HE CHARLOTTESVILLE, VA 229D2-5224 T 434 293 5777 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. IOD 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT AV WASHINGTON AVrECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE 8 HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 93D3 F 804 343 3378 SEAL v THOMAS L. IUI S N- 04----0910 C /,o•ro•og PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTO REVISIONS NO. DATE DESCHIPTiON 1 3-31-2008 95% Design Development 2 4-07-2008 100916 Design Development 3 5-05-2008 Couvty Site Plan Submitral 4 5-19-2008 5011 CD Pmgms Set 5 616-2008 Countyce Plan Submitral 6 6-23-2008 95% CID 7 7-24-2008 100%CD 8 10-13-2008 Final BE Submittal- County SHEET TITLE PLANTING PLAN TREES AND SHRUBS SHEET NUMBER ` . -3\'"" LIN • 1-21 ANEMONETOM15NTOSA'Y 'ROBUSTISSIMN I GAL., 18" O.C. 17 ALC SOD UGS 6 O.C.° % x } v L VINCA MINGOWE T�MENTOSA�V„ O.C. y 72 VINCA MINO — .. PLUGS, 6 O C / {- SOD -.- - - r Y �v)[+� 4 ' ij {.. • --- : -." Iv t rr`: — +!M' INC. 1v11N€3R -�--- - k 1{;�r•L.'.-'}: :a _. u .. .:"+.; hL;. {.. Pv"'•,14' -r' fa, i -. : rl� fi . p,: h,•,!t ,1f4• --:.dr r a',: 6. C. r 9 TIAR 'LA CORDIFbIA 28 VINCA MING L a.r - -4 : ��� � ' I �: J h_ .`s:>^. ..,, -iv _s. .^s .�-- -0J s li _. : ..�. _.:.. - PL GS b O.C. n ti „w.., .,� .:,.,�.. , GALT O.C. U :_.. a T — 1 - -... --: - _t .._ :a � � — - Aga ._---_� .� }, �' F _ T wtL . • Y .> �F Y �-j JY F} I :_ I _ y, Pr('�1 r VINCA MINOR ;:.,.:_ r+ hnl Ji 't is .,..- ^:.., r: i 4 : :,.l...t! ,•Hlp { f r is Y' •, �; frr. 1'Lf :, r{ NJti'' - +`'...e' c'. '-5`-rh lry �C%;y. F• -_ .. . _........ 111 ._. .-' .per: ' r•:::. , , :.,:I:..u: PLO.. ...�,... 248 VINCA MINOR -'�-- 1 8 HEREROCALLIS . DY PLUGS, 6'n { ra e y V i f w !•:. J�''r -,v ' '`i 7 ". v Y sJs 176 ;{ F,ti�' 1 y,� i.I ". _ .�11'.;�N 590, 1,. -y \ _.... "1 — IS � I 18 HE ROCALL 'LADY i 3O6 - ELIZA H` 1 GAL 18" O.C. 176 VI CAA404OR ' i" PL C. _ UG, .0 i _ _ __ __ Quan SelentMcName _— --- - - Common Name — (Abbreviation) Size Spacings Of i' quired by Albemarle COUn1y . j . Perennials, 175 Alchemilla mollis Lady's Manfle l gal. IWO.C. __-__rte' _ i s .—._i--___. ........ ___. _..__...... _.-_...___.-____.-t __._._..____.._—__.. __.—.__...-......."_ _"_.� .—_.__ _.. __._._._ .. royal are indicated by Q -� _ - �^ Bulbs and 42 Anemone tomentoso'Rob.etissima' Ja anese Anemone 1 al. 18"O.c. _ ' 36 �Hererocallis'LadyElizabeth' ;Lady Elizabeth Day Uly 1 1 gal. 18" o.c. _---------- _ -- - -I 18._. Nepeta faassenu Walker's Low' ICaTminT _ --__----- -. ! j l gal. IT O.C. _ 15cilla siberica 'Alba - Scilla 2� 1 New t acs rovide 10% canopy k 160 Thymus coccciners Creeping Thyme 2 qt. 9 O.C. — _._ _ l yb 74 Tiareilo cordifolla iFoomflower i I 1 gal. ]TO.C. coV , _ __— a ----- € \ u _ 1292 ew Ing = .2 acres ("5°% of impervious are(:!,,,,,, _. _ ca minor _ _ ___— _ _ __ �eerrlwmkle _ __ __.____.. --- _ _ ' '—__?lugs a O.C. PLANTING PLAN: PERENNIALS, BULBS AND GROUNDCOVER SCALE I'= IU' -U' NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 4349&44158 W v,ww.nbwW.wm PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILKY, WILLIAMS, PfrTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 E%PORT DRIVE STERLING, VA 201644421 T 703 404 8900 F 703 404 89W ------------------------------ ARCHITECT GLAVE B HO LMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL gj,TH O THOMAS L. WOLTZ ri N0.0408000 810 { /o LO.O( F ,frlV PROTECT NUMBER C 0623 DATE October 13th, 2008 DRAWN BY: Si, ZP CHECKED BY: WrB REVISIONS NO. DATE DESCRIMON 1 3-31 2008 95% Design Development 2 4-072008 100% Design Development 3 505-2008 County Srte Plan Submittal 4 5-19-2008 501. CD Progress Set 5 6-16-2008 County Site Plan Submitral 6 6-23-2008 95% CD 7 7-24-2008 101 CD 8 10-13.2008 Field SP Submittal- County SHEET TITLE PLANTING PLAN: PERENNIALS, BULBS AND GROUNDCOVER SHEET NUMBER 0 L3921 PLANTING PLAN 4( -AI F 1" 0 10 20 1 ■ 40 & NELSON Bl= WOLTZ LANDSCAPE ARCHITECTS 408 Park Street CharlottesNlle, Virginia 22902 T 434 984 1358 F 434 984 4158 W v .ntrvAaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, HE CHARLOTTESVILLE, VA 229025224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SULTE E CHARLOTTESVILLE, VA 22903 T 434 295 070D F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. I EXPORT DRIVE STERLING, VA 20164.4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL U THOMAS L. WOLTZ NO.0408000 910 7 /0-/0. 0/ �Lsc9 ��CF' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-20D8 950% Desk. Devebpmwt 2 407-2008 1002/. Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Paogmea Set 5 6-16-2008 Co ty Site Plan Svbmittd 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 FmA SP Submittal- County SHEET TTTLE PLANTING PIAN SHEET NUMBER 01 LIN NOTES 1. SHOP DRAWINGS OF COMPLETE SYSTEM TO BE DESIGNED BY IRRIGATION CONTRACTOR FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. 2. PREPARE WIRING DIAGRAM AND ZONING CHART FOR APPROVAL BY LANDSCAPE ARCHITECT. 3. IRRIGATION SYSTEM TO BE DESIGNED WITH A SERIES OF ZONES OF PLANTS WITH SIMILAR WATER NEEDS. ZONE CONTROL SHALL BE AUTOMATIC OPERATION WITH CONTROLLER AND VALVES. 4. WATER SOURCE TO BE A COMBINATION OF RAINWATER FROM CISTERN AND WELL WATER. 5. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT AND PROJECT SEENCING WITH SOIL, DRAINAGE, AND LANDSCAPE CONTRANCTORS TO ENSURE PRECISE FIT OF SYSTEM. 6. PREPARE AS -BUILT DRAWINGS OF IRRIGATION SYSTEM AFTER INSTALLATION, 7. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED UTILITY,---' LOCATIONS. i x 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND NOTINGAN UNDERGROUND UTILITY LINES PRIOR TO TRNECHING OR OTHER RELAT E WOR RESTORATION OF UTILITIES DAMAGED BY CONTRACTOR SHALL BE MAQ AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. IRRIGATED AREAS \ 1. TREES AND SHRUBS TO BE DRIP IRRIGATED 2. SOD AND PERENNIALS TO BE SPRAY IRRIGATED / WH = WATER HYDRANT IRRIGATION PLAN SCAT F 1"= 9n'_N' a 10-aw,14 • .: v G%L VFW r r v vo r l / x �rn i •W / \n ,l i 0 10 20 40 �2 NELSON BYRD411 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 B940 --------------- ARCHITECT GLAVE 6 HOIMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL 0��TAFJ 0 uu T� L. i No. 0406000 910 �9 �0 Or � 9�sC9 PE AR,,S�' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY; SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Desajtn Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 W16 CD Pmgress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 950/4 CD 7 7-24-2008 1005/6 CD 8 10-13-2008 Fina! SP SubmAW-Camty SHEET TITLE IRRIGATION PLAN SHEET NUMBER L3.40 0 p 1 r80 .� I .: v G%L VFW r r v vo r l / x �rn i •W / \n ,l i 0 10 20 40 �2 NELSON BYRD411 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN B 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 B940 --------------- ARCHITECT GLAVE 6 HOIMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL 0��TAFJ 0 uu T� L. i No. 0406000 910 �9 �0 Or � 9�sC9 PE AR,,S�' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY; SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Desajtn Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 W16 CD Pmgress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 950/4 CD 7 7-24-2008 1005/6 CD 8 10-13-2008 Fina! SP SubmAW-Camty SHEET TITLE IRRIGATION PLAN SHEET NUMBER L3.40 IQ7ILMAIIUN Ue MUM IALIU ! LANDSCAPE LIGHTING SCHEDULE (PHASE 1: House PHASE 2: Sam Buildings _ I AURORALIGHT -'-'F(3) TL78 — —� L-1 52 43 PATH LIGHTING PL6'LAJOLLA' 1DWhalo en BRASS -COPPER wwwAuDuallahL= - L2 \ STAIR LIGHTING: STEP LITE 7 L 1 a Ell L I. SOLID EYELID SQUARE INSt � WIRE = L-2 24 36 COPPER HUNZA SLss COP 5Whalo en COPPER www.bun:a.ao.": _ • , } A �_p. [ """ ` -" L-3 12 8 RECESSED WALL LUMINAIRE BEGA2095 LED 2W LED BRZ www.beaa com, -,�.p ?•• e M - - 4' r ryl t 1 obwNnGHu LA 3 2 SPOT LIGHT FOR SIGNAGE BKSA-SP-20-VER-9-11-BD T4 (20W) BRZ \ .;, f�:' s""�L� " 'd '2 �'L+I' '' r ..,. L r-. tn1` i : 1� L-5 14 0 WALL LUMINAIRE TEKA BWM-2146 75W BRONZE www.aumralishtcom L-6 0 23 WALL LUMINAIRE BEGA6590 60WA-19 BRZ '� CUSTOM BOLLARD (PARKING) - SOLID WOOD - " t • • t - ; } 4�,^ i"' r� '�`# BASE WITH INCORPORATED L-1 # �J' - • L `r` i �4 `�'L� v""-4 J L' "x:_i A L-7 12 2STEP LIGHT HUNZA SLss COP Sw halogen COPPER www hunta.co.nt 'L4;a -r-� L-8 17 9 MOUNTEDTREE DOWNUGHT TECHLIGHT 10OW COPPER WWW.UCHLIGH7COM �a A ACH L-9 9 2 BEACON POLE MOUNT TEKA-BPM-2216 100 W -A19 BROWN PATINA m e L 1' -ppp s 4 l-8 �' /1 L r - 1 � y T ,y..'. �/ c s r �. I r ..•—._ J ? �. v � ,«54'� z ,_' e M .. �n 1,�� �1-/ '# l � as /`/ J / / z \ i _. v L -B ate.. L ! _ rF r J _ -� TT / 1 ni i rn ir / J - v\ - / u. ! ... - , _ CJ h _ zl / -- , , ` / O 7 / \ / i L \ \ 4 6. CIRCUITING AND DIMMING NOTES f OF THE LOW VOLTAGE LANDSCAPE LIGHTING AT THE ------------ LIGHTING 1. SEE CIVIL DRAWINGS FOR TRANSFORMER AND CONDUIT LOCATIONS. --'' DIRECTION OF THE ELECTRICAL ENGINEER. - _-- , \ _ \ 7. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR INA 2. SEE SHEET L4.40 FOR LUMINAIRE CUTSHEETS SAFE AND WORKMAN -LIKE MANNER. •/ ." \\ 3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL i \ 8. ALL ELECTRICAL AND METALLIC COMPONENTS SHALL BE GROUNDED AND // \ ELECTRIC CODE [NFPA 701 AND ALL LOCAL RULES AND ORDINANCES HAVING BONDED IN ACCORDANCE WITH ARTICLE 250 AND OTHER APPLICABLE ARTICLES / JURISDICTION ORDINANCES WHICH REGULATE OUTDOOR LIGHTING. OF THE NATIONAL ELECTRIC CODE. 11. ALL WORK SHALL COMPLY WITH NECA/ IESNA 501-2000 "RECOMMENDED PRACTICE FOR INSTALLING EXTERIOR LIGHTING SYSTEMS". = 4. ALL MATERIALS SHALL BEAR THE UNDERWRITER'S LABORATORY [UL] LABEL OF 9. COORDINATE WITH DRAINAGE, IRRIGATION AND LANDSCAPE PLANS, AS WELL,/ APPROVAL AND SHALL BE LISTED FOR SPECIFIC LOCATION AND USE, UNLESS AS EXISTING CONDITIONS. 12. THE GENERAL OR THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO SUBMIT APPROVAL DOES NOT APPLY. ALL PROPOSED LIGHTING SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT AND 10. LOCATION OF TRANSFORMERS TO BE COORDINATED WITH PLANTING AND THE OWNER'S REPRESENTATIVE FOR APPROVAL. ALL COSTS FOR THIS REVIEW 5. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. ELECTRICAL PLANS. I SHALL BE BORNE SOLELY BY THE GENERAL OR THE ELECTRICAL CONTRACTOR. LIGHTING PLAN SCALF 1" =' n'-0" 0 10 20 a 1 NELSON N BY R WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 9841358 F 434 984 4158 W www.nbwta.Com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 8 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 8900 F 703 404 8940 --------------- ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL U T��OL1Z No. 0406000 9T0 , /o /O off C 'Osc'4PE AR�l PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 IWIo Denim Development 3 5-05-2008 County Site Pian Submittal 4 5-19-2008 501. CD Ptogteas Set 5 6-16-2008 County Site Plan Submittal 66 -?3-2008 %v/e CD 7 7-24-2oo8 100%CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE LIGHTING PLAN SHEET NUMBER L4.10 RESTORATION OF MONTALTO_. I '... GHNNG SC.'LAN_ DSCAPE LI. HEDULE PHASE 1: Nouse ._- NELSON _ - 1PHASE1"Buildings BYRD WOLTZ I _ LIGHTING NOTES 1. SEE CIVIL DRAWINGS FOR TRANSFORMER AND CONDUIT LOCATIONS. - 2. SEE SHEET L4.40 FOR LUMINAIRE CUTSHEETS 3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL \\ / ELECTRIC CODE [NEPA 701 AND ALL LOCAL RULES AND ORDINANCES HAVING \� '`- JURISDICTION ORDINANCES WHICH REGULATE OUTDOOR LIGHTING. PROJECT NUMBER _ CONSULTANTS AURORAUGHT - - _ - - . . L-1 52 43 PATH LIGHTING PL6'LAJOLLA' SOW halo en BRASS -COPPER i .�\.\ - 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development STAIR LIGHTING: STEP LITE 3 5-05-2008 County Site Plan Sulmiud -- %' • _ O 5 6-16-2008 County Site Plan Submittal L'6 SOLID EYELID SQUARE IN 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING L-2 24 36 _ - 5 W halo en COPPER www huu, co nz L-3 \ � L t 8 RECESSED WALL LUMINAIRE BEGA2095 LED 2W LED BRZ www heaa cum LA 3 2 SPOT LIGHT FOR SIGNAGE BK SA -SP -20 -VER -9 -11 -BD T4 20W BRZ L -S 141 OWALLLUMINAIRE TEKA BWM-2146 75W BRONZE wwwauromii,htrom L-6 C 23 WALL LUMINAIRE BEGA6590fiOWA-19 BRZ wwwheea am CUSTOM BOLLARD CHARLOTTESVILLE, VA 22903 T 434 295 0700 (PARKING) -SOLID WOOD I _ LIGHTING NOTES 1. SEE CIVIL DRAWINGS FOR TRANSFORMER AND CONDUIT LOCATIONS. - 2. SEE SHEET L4.40 FOR LUMINAIRE CUTSHEETS 3. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL \\ / ELECTRIC CODE [NEPA 701 AND ALL LOCAL RULES AND ORDINANCES HAVING \� '`- JURISDICTION ORDINANCES WHICH REGULATE OUTDOOR LIGHTING. I1, I I I t I �L LANDSCAPE ARCHITECTS 408 Park Street Chartottewille, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.uom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA \ PROJECT NUMBER _ CONSULTANTS AURORAUGHT - - _ - - . . L-1 52 43 PATH LIGHTING PL6'LAJOLLA' SOW halo en BRASS -COPPER wwwaurorarant .�\.\ - 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development STAIR LIGHTING: STEP LITE 3 5-05-2008 County Site Plan Sulmiud CHARLOTTESVILLE, VA 22992-5224 ' 5 6-16-2008 County Site Plan Submittal L'6 SOLID EYELID SQUARE IN 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING L-2 24 36 COPPER HUNZA SLss COP 5 W halo en COPPER www huu, co nz L-3 12 8 RECESSED WALL LUMINAIRE BEGA2095 LED 2W LED BRZ www heaa cum LA 3 2 SPOT LIGHT FOR SIGNAGE BK SA -SP -20 -VER -9 -11 -BD T4 20W BRZ L -S 141 OWALLLUMINAIRE TEKA BWM-2146 75W BRONZE wwwauromii,htrom L-6 C 23 WALL LUMINAIRE BEGA6590fiOWA-19 BRZ wwwheea am CUSTOM BOLLARD CHARLOTTESVILLE, VA 22903 T 434 295 0700 (PARKING) -SOLID WOOD BASE WITH INCORPORATED A/V CONSULTANT L-7 12 2 STEP LIGHT HUNZA SLss COP 5 w halogen COPPER www.hunza m nz L-8 17 9 MOUNTED TREE DOWNLIGHT TECHLIGHT 100W COPPER www W9J on• L-9 9 2 BEACON POLE MOUNT TEKA-BPW2216 .__ 100W -A19 BROWN PATINA I1, I I I t I �L LANDSCAPE ARCHITECTS 408 Park Street Chartottewille, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.uom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA \ PROJECT NUMBER _ CONSULTANTS - - _ - - . . \ ; October 13th, 2008 -- -- - - '" STRUCTURAL ENGINEER REVISIONS DUNBAR, MILKY, WILLIAMS, PITTMAN & .�\.\ - 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development 110 THIRD STREET, HE 3 5-05-2008 County Site Plan Sulmiud CHARLOTTESVILLE, VA 22992-5224 ' 5 6-16-2008 County Site Plan Submittal L'6 T 434 293 5171 F 434 977 5191 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING PLAN MECHANICAL ENGINEER r 2m CONSULTANTS, INC. / • L2 . . CHARLOTTESVILLE, VA 22902 I1, I I I t I �L LANDSCAPE ARCHITECTS 408 Park Street Chartottewille, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.uom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA \ PROJECT NUMBER _ CONSULTANTS - - _ - - . . \ ; October 13th, 2008 -- -- - - '" STRUCTURAL ENGINEER REVISIONS DUNBAR, MILKY, WILLIAMS, PITTMAN & .�\.\ - 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development 110 THIRD STREET, HE 3 5-05-2008 County Site Plan Sulmiud CHARLOTTESVILLE, VA 22992-5224 ' 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD T 434 293 5171 F 434 977 5191 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING PLAN MECHANICAL ENGINEER r 2m CONSULTANTS, INC. / • 10010TH STREET NE, SUITE 202 . . CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 c; \ \ 4 /�_..` .. CTVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT J AV WASHINGTON AVRECTURE, INC. 1 EXPORT DRIVE \ r' STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 5u --------------- ARCHITECT GLAVE it HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 I1, I I I t I �L LANDSCAPE ARCHITECTS 408 Park Street Chartottewille, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.uom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA \ PROJECT NUMBER _ CONSULTANTS - - _ - - . . \ ; October 13th, 2008 -- -- - - '" STRUCTURAL ENGINEER REVISIONS DUNBAR, MILKY, WILLIAMS, PITTMAN & .�\.\ - 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development 110 THIRD STREET, HE 3 5-05-2008 County Site Plan Sulmiud CHARLOTTESVILLE, VA 22992-5224 ' 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD T 434 293 5171 F 434 977 5191 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING PLAN MECHANICAL ENGINEER 2m CONSULTANTS, INC. / • 10010TH STREET NE, SUITE 202 . . CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 /�_..` .. CTVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT J AV WASHINGTON AVRECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 --------------- ARCHITECT GLAVE it HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEaL O}�gpLT$OR`r� . . THOMASL WOLTZ 5' f -� • —:-,� ._No.04060009�0 4. ALL MATERIALS SHALL BEAR THE UNDERWRITERS LABORATORY [UL] LABEL OF ._ ,• ; 1 tom, \ APPROVAL AND SHALL BE LISTED FOR SPECIFIC LOCATION AND USE, UNLESS APPROVAL DOES NOT APPLY. 5. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. 6. CIRCUITING AND DIMMING OF THE LOW VOLTAGE LANDSCAPE LIGHTING AT THE DIRECTION OF THE ELECTRICAL ENGINEER. 7. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN ��,. �`"-. 11. ALL WORK SHALL COMPLY WITH NECA/ IESNA 501-2000 "RECOMMENDED A SAFE AND WORKMAN -LIKE MANNER. PRACTICE FOR INSTALLING EXTERIOR LIGHTING SYSTEMS. _ � /._._ ; ; - - 9. COORDINATE WITH DRAINAGE, IRRIGATION AND LANDSCAPE PLANS, AS WELLL 12. THE GENERAL OR THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO SUBMIT 8. ALL ELECTRICAL AND METALLIC COMPONENTS SHALL BE GROUNDED AND AS EXISTING CONDITIONS. ALL PROPOSED LIGHTING SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT AND BONDED IN ACCORDANCE WITH ARTICLE 250 AND OTHER APPLICABLE THE OWNER'S REPRESENTATIVE FOR APPROVAL. ALL COSTS FOR THIS REVIEW ARTICLES OF THE NATIONAL ELECTRIC CODE. 10. LOCATION OF TRANSFORMERS TO BE COORDINATED WITH PLANTING PLAN. SHALL BE BORNE SOLELY BY THE GENERAL OR THE ELECTRICAL CONTRACTOR. LIGHTING PLAN cr^ a , r n, — nn. 11 NOTES 1. SEE-. \R LUMINAIRE CUTSHEETS olozo a�4, 1 SHEET NUMBER I* Oq L4.30 PROJECT NUMBER _ 0623 DATE - _ - - . . October 13th, 2008 -- -- - - '" DRAWN BY: SJ, ZP CHECKED BY: WfB REVISIONS NO. DATE ]DESCRIPTION 1 3-31-2008 95% Deeig, DevAopmmt 2 4-072008 100% D Development 3 5-05-2008 County Site Plan Sulmiud 4 5-19 2008 50% CD Pwgnsa Set ' 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD - - 7 7.24-2008 IW14 CD 8 10-13-2008 Find SP Snlmilttal- County SHEET TITLE LIGHTING PLAN NOTES 1. SEE-. \R LUMINAIRE CUTSHEETS olozo a�4, 1 SHEET NUMBER I* Oq L4.30 17" 431m, T 152mm i/8' MET, Ll - AURORA LIGHT PL6 "LA JOLLA" "All ceeemv QRtlew C1TIInC NI11®t rin[c opt. mtmpd (y +o tfr.�..u� av/2• sru.u: a}.-a}P-u-vsx-v-ss-® a awala.dl v s/a- v.n<—� I 2 I/a q�i , a/a• PSL - Meld CufoB TLac rw l n . N = vtm furyvor� m - atoN/clftaRaoq Ball IT isem PmrGvaut Nap — cul ftcat I= ual vre. vs 10- Adj. 0-Ad1. Bu Door aee a=oYm wr ®- A4Ivl.N. app ami. u P.mmm v.aep.4 Atmlmm osp,mum e.. oPrmr• Ntmtlw r n. a®et. awemm.. Ezi fY® wrlm.. avlm Or• e.tr f M. Ileuaa aemw) a,dmM Wmv.am Nps �M•� .PF�a m Pp.p • vmem .arl�wv.Nn". ® SARATOGA 3E . w,.m P.....mt tm w.mma tNmN1. w ,/, &R LIGHTING INC. 1eD4-loon-ae L4 - BK SARATOGA SERIES SPOT LIGHT FOR SIGNAGE SCALE N.T.S. L7 - CUSTOM WOOD BOLLARD WITH HUNZA EYELID SQUARE 1/4, 1 25 171 66.5 1 — 1" 2s/. lie s3.s 3'/2e 2'/2n 1251 — 1/4" 1 25 171 130 1 88 63.5 3-h TA" 251 ,. Fluorescent Option L2 - HUNZA STEP LIGHT 2 SOLID EYELID SQUARE 4 SCALE N.T.S. ■ Recessed Watt with step baffle Designed for low mounting heights for interior and exterior locations featuring shielded asymmetrical light distribution. Recessed low voltage luminaires with die-cast aluminum faceplate. Tempered glass spread lens. U.L. listed, suitable for wet locations. Protection class: IP 64 Finish: Standard BEGA colors. Select product No. for details Lamp Lumen A B C 209SLED ®' 2W LED 33/16 7112 4 L3 - BEGA RECESSED WALL LUMINAIRE J1111 I I.. N. T-21 Beacon Wall Mount Product Namhn lane Ring, Sondond finni� 11 A 2140 75W PAR 30 Copper Nsu,ol chis 0hpoell, bmps11ommoilakW Na lop ioms mng brn, blagan limps. Funy sNaarll p Nlop r and open lxllam ,.al limps are (by0 le'.n m !l bmm l ppmd For lh fo r,ly wn 4' apgoowl .ndngbo.mfrnnau Wallo,c%,I3,,od wnh loin 141 hole OO N'm 44p' cmbp br mauming 10 muduml auppo,h. A Add suH�. BF lo, bi9— ponies L5 - L-5 TEKA COPPER STEM MOUNTED LUMIMAIRE Cr'AI F AI TC ■ &SERIES COPPER BILLET Ill COPPER euuiE _® x4a4nc th a Bre b— 1.py p rota m.mA mA.tep. r iIN Av, wAM N IY xi mp4, April MpM' p mpW .Mph n. :.taw Nd. N.a IAo1... dma.d r weme't5.48°*81ri;v mn,ea A �.. dm.pe niaut.,c r.ml. L8 - TECHLIGHT BULLET LIGHT • A Surface wag with 3-W opal glees Designed for down lighting for interior and exterior locations featuring hared blown three-ply opal glass. Wall mounted luminaires with die-cast aluminum bracket arm and canopy. Three-ply opal glass sphere With screw neck U.L. listed, suitable for wet locations. Protection class: IP 65 Finish: Standard BEGA colors. Select product No. for details Lamp Lumen A 8 C 6548P (1) 13W OF quad -2p 860 10 114 15 12 B/16 5590 (1) 6OW A-19 MED 650 10 114 15 12 Bile -6 BEGA WALL LUMINAIRE - BARN COMPLEX IN. I.J. a. no. R.-Ide nunad Weemlre �aM<mmmzm A Cop dapemp C 5uplxsp� Jmde D. Sold doss yro a" sa�ekv,leel ney bourn E. Cm bmnx lona hooting F .w4oss Mem., G. N. 6nriglEn.ggr H. Sbinlm.fkeln Kmx. A,cn,0, SR, IIb 3W OD. Ua%l xr k T'C PMCNumbm lunp Pig, M NWhOpticn B 2216/W4uml I0DWAI9 Caemi 15 Brom Palm BPN.2246/Nywl Iarw Al9 5.511 15' Brown Poem BPM2200/NkW Io Ml? 5.51. 15' Nm. BPM231e/,-,wl loMA19 can- 12' Brom Pan. B 2U6/Nmum1 llP AI9 S. sn. 12 Brown Palm VM2300/Nidd' lO Al9 5.51. IT Nae 'NIcW P6 opeona o.g1o61. a..n mm A. Aid suR. BPb bmwa pon. Noe D.L aN CUtly.d, wAde b rM I�pae L9 - TEKA BEACON POLE MOUNT NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 3 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. I EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 3DO RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL Oaf THOMAS L. WOLTZ > No. 040600p g1p $�SCAPE AT`�`�U PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WFB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100%Desilm Devdopmwt 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 County Site Plan Submittal 66--Z 2008 95%CD _ ---_- 7 7-24-2008 100`/o CD 8 10-13-2008 Final SP Submittal- Coucty SHEET TITLE SITE DETAILS: LIGHTING SHEET NUMBER L4.40 a " a a1. x- -- ° ---- --_ 4" s• BLUESTONE PAVERS, SEE PLAN FOR DIMENSIONS HAND TIGHT JOINTS WITH STONEDUST MORTAR SETTING BED 3,000 PSI CONCRETE W/ 6"X6"-W2.9X W2.9 WWF. COMPACTED AGGREGATE COMPACTED SUBGRADE NOTE: 1. PITCH BLUESTONE PAVING ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT PAVER SHALL BE Y8'. 3. LIGHTLY DISTRESS EDGES OF STONE WITH CHISEL, FLAME OR BUSHHAMMER ATTACHMENT TO AN AIRHAMMER. PROVIDE SAMPLE. 4. BLUESTONE TO BE SQUARE. MAX. t" VARIATION IN EDGES BLUESTONE PAVING ON SLAB - SECTION SCALE: V= 1'-0" -1" COMPACTED STONE DUST SETTING BED �2Y1' X 35/e' X 75/e' BRICK PAVERS IN RUNNING BOND PATTERN. SET HAND TIGHT. 3' A; X 35/8' X 75/8' BRICK EDGE MORTARED IN PLACE W/ a/8' JOINT -' -ADJACENTGRADE 41" CONCRETE EDGE RESTRAINT COMPACTED AGGREGATE BASE, #21-A NOTE: COMPACTED SUBGRADE 1. CROWN BRICK PAVEMENT ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT BRICKS SHALL BE YB'. MISSHAPEN OR DEFORMED BRICKS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT COMPETED PAVING ON STONEDUST - SECTION SCALL: I" = I' -U _4'X 4'X X 9" GRANITE COBBLESTONE, SEE PLAN FOR DIMENSIONS _HAND TIGHT JOINTS �4 WITH STONEDUST --BRICK PAVEMENT SETTING BED 21 B VDOT COMPACTED AGGREGATE SUBGRADE NOTE: 1. SURFACE DRAIN PAVING; PITCH PAVING ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT COBBLE SHALL BE Y8'• 3. COBBLE TO BE OLD AND WEATHERED. PROVIDE SAMPLES. COBBLESTONE PAVING ON PERVIOUS BASE - SECTION SCALL: I" = I'-0 Wi�l�til'�TwI w1m. !�09L ' � rI �, NOTE: 4" X T BRICK PAVERS, HAND TIGHT, SAND SWEPT JOINTS. -3'4' STONEDUST SETTING BED 21/' X 4" X 8" BRICK EDGE MORTARED IN PLACE ADJACENT GRADE 1. CROWN BRICK PAVERS ACCORDING TO GRADING PLAN SLAB WITH 6 x 6 WWM 1 A VDOT COMPACTED AGGREGATE OMPACTED SUBGRADE 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT PAVERS SHALL BEYB'. MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT PAVERS. BRICK PAVING ON SLAB - PEDESTRIAN - SECTIION SCALt: 1 = I -U NOTE: 1. PITCH STONE PAVING ACCORDING TO GRADING PLAN. BRICK PAVERS, 8" X 4" X 2 3', SET HAND TIGHT, SAND -SWEPT JOINTS 2" BLUESTONE PAVER SEE PLAN FOR DIMENSIONS V MORTAR SETTING BED 4" CONCRETE SLAB AT EDGE 6" 21 A VDOT COMPACTED AGGREGAI COMPACTED SUBGRADE 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT BLUESTONE AND/OR BRICK SHALL BE Ye'. MISSHAPEN OR DEFORMED BRICKS ARE NOT ACCEPTABLE. 3. LIGHTLY DISTRESS EDGES OF STONE WITH CHISEL, FLAME OR BUSHHAMMER ATTACHMENT TO AN AIRHAMMER. PROVIDE SAMPLE. 4. BRUSH ALL BRICK JOINTS WITH SAND AND COMPACT COMPLETED PAVING. 5. ALL BLUESTONE TO BE SQUARE. MAX. 8' VARIATION IN EDGES OF STONE. BRICK AND BLUESTONE ON SLAB - SECTION JI. LE. I = 1 -U SOD BLUESTONE EDGE V MORTAR SETTING BED CONCRETE SLAB 21A VDOT COMPACTED AGGREGATE SOD WITH BLUESTONE EDGING - SECTION NOTE: 1. SURFACE DRAIN PAVING; PITCH PAVING ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT COBBLE SHALL BE Ye'. BITUMINOUS PAVEMENT 4'X #'X 9" GRANITE COBBLESTONE, SEE PLAN FOR DIMENSIONS HAND TIGHT JOINTS WITH STONEDUST BLUESTONE PAVEMENT FOOTING 21A VDOT COMPACTED AGGREGATE SUBGRADE 3. PROVIIDE SAMPLES OF COBBLE 4. COBBLE TO BE FLUSH WITH ASPHALT AT HANDICAPPED PATH (ENTRANCE. SEE PLAN COBBLESTONE CURB - ARRIVAL COURT - SECTION 4 -Ys' 1" 6" MIN 8 - 4'X X 4�" X 9" GRANITE COBBLESTONE, SEE PLAN FOR DIMENSIONS HAND TIGHT JOINTS WITH STONEDUST --STONEDUST SETTING BED CONCRETE SLAB WITH 6'X 6" - W2.9 X W2.9 WWF. X21 A VDOT COMPACTED AGGREGATE COMPACTED SUBGRADE NOTE: 1. SURFACE DRAIN PAVING: PITCH PAVING ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT COBBLE SHALL BE Ys". 3. COBBLE TO BE OLD AND WEATHERED. PROVIDE SAMPLES. COBBLESTONE PAVING ON CONCRETE - SECTION NOTE: CONTRACTOR TO SUPPLY SAMPLES OF TOP SOIL AND AGGREGATE TO LANDSCAPE ARCHITECT FOR APPROVAL REINFORCED TURF - SECTION w9mr.1i GRASS SEED (TO BE APPROVED BY LA) THICK TOP SOIL FILTER FABRIC 21 A V DOT COMPACTED AGGREGATE COMPACTED SUBGRADE NELSON B 1 RD WO LT Z LANDSCAPE E ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwLasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN Ft 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 12903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O��$AL.TliOp`r A O00 TH�L. � LTZ S No. 0406000 91 o /0-G� 7,osCAPE AW - PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 56-16-2008 Cou ty Sire Plan Submittal 6 6-23-2008 95% CD -- - _- 7 7-24-2008 -100'/.CD 8 10-13-2008 Final SP Submitral- Cowry SHEET TITLE SITE DETAILS: PAVING SHEET NUMBER � 31"`q L6.10 i ill 01. WIN �� � . �. I• tFl1ftoQ4 ,�. !v!� •iv I��� '�Q! I 4'X X 4�" X 9" GRANITE COBBLESTONE, SEE PLAN FOR DIMENSIONS HAND TIGHT JOINTS WITH STONEDUST --STONEDUST SETTING BED CONCRETE SLAB WITH 6'X 6" - W2.9 X W2.9 WWF. X21 A VDOT COMPACTED AGGREGATE COMPACTED SUBGRADE NOTE: 1. SURFACE DRAIN PAVING: PITCH PAVING ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT COBBLE SHALL BE Ys". 3. COBBLE TO BE OLD AND WEATHERED. PROVIDE SAMPLES. COBBLESTONE PAVING ON CONCRETE - SECTION NOTE: CONTRACTOR TO SUPPLY SAMPLES OF TOP SOIL AND AGGREGATE TO LANDSCAPE ARCHITECT FOR APPROVAL REINFORCED TURF - SECTION w9mr.1i GRASS SEED (TO BE APPROVED BY LA) THICK TOP SOIL FILTER FABRIC 21 A V DOT COMPACTED AGGREGATE COMPACTED SUBGRADE NELSON B 1 RD WO LT Z LANDSCAPE E ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwLasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN Ft 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 12903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O��$AL.TliOp`r A O00 TH�L. � LTZ S No. 0406000 91 o /0-G� 7,osCAPE AW - PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 56-16-2008 Cou ty Sire Plan Submittal 6 6-23-2008 95% CD -- - _- 7 7-24-2008 -100'/.CD 8 10-13-2008 Final SP Submitral- Cowry SHEET TITLE SITE DETAILS: PAVING SHEET NUMBER � 31"`q L6.10 a -----------< 4'X 8 X 4" BRICK PAVERS, HAND TIGHT, SAND SWEPT JOINTS. .%" STONEDUST SETTING BED 2/4' X 4" X 8" BRICK EDGE MORTARED IN PLACE W/ 3/8' JOINT ADJACENT GRADE CONCRETE SLAB WITH #4 REBAR Q1T O.C. EACH WAY. AGGREGATE BASE SUBGRADE NOTE: 1. CROWN CONCRETE PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE Y8'• MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT PAVERS. BRICK PAVING ON SLAB - VEHICULAR - SECTION SCAT F• 1" = 1'-0" S' X S' X 9" GRANITE COBBLESTONE HAND TIGHT JOINTS WITH STONEDUST T THICK, IRREGULARLY 3SIZED BLUESTONE. e 4 <' .'d: a: a 1"MORTAR SETTING BED COMPACTED AGGREGATE, VDOT #21A COMPACTED SUBGRADE NOTE: 1. SURFACE DRAIN PAVING; PITCH PAVING ACCORDING TO GRADING PLAN 2. COBBLE TO BE OLD AND WEATHERED. PROVIDE SAMPLES. 3. BLUESTONE TO BE NATURAL CLEFT AND VARIAGATED. SAMPLES TO BE APPROVED BY LA. BLESTONE/BLUESTONE PAVING -SECTION = V -0 - %2 TRENCH DRAIN - SECTION J A 1 1 SCALE: 3" = 1'-0" ADJACENT ADJACENT PAVING SURFACE URBAN ACCESSORIES'JAMISON' TRENCH GRATE, 6" W, CAST DUCTILE IRON, POWDERCOAT: BLACK ACO DRAIN KS -100S TRENCH DRAIN STEEL GRATE SUPPORT f— COBBLE CURB CONCRETE PAVEERS WITH OPEN SURFACE SPACES FILLED WITH STONEDUST -1"STONEDUST SETTING BED -21 B VDOT COMPACTED AGGREGATE PERVIOUS CONCRETE PAVERS- SECTION NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W w .nbwlasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN it 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 102 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------- ARCHITECT GLAVE It HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL �p.LTliO4�,L l ° THOMAS L. WOLTZ 5 No. 0406000 B70 �ScgPE R��C�' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Devdopmeot 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progmss Set 5.6-16-2008 County Sm Plan Submitral 6 6-23-2008 95%CD 7 7-242008 1WI.CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: PAVING SHEET NUMBER �,3\�-1 L6.11 �— BANDS OF BLUESTONE IN RANDOM WIDTHS - 15"MIN. - 28" MAX. HORIZONTAL JOINTS TO BE ALIGNED AND PARALLEL TO GIVEN LINE VERTICAL JOINTS, TO BE RANDOMLY OFFSET, PERPENDICULAR TO GIVEN LINE ALL JOINTS TO BE HAND TIGHT AND SAND SWEPT NOTE: STONES NEED TO BE SQUARE. MAX. OF 1 /8" VARIATION IN EDGES. SEE SITE PLANS FOR ORIENTATION OF PAVING PATTERNS. BLUESTONE PAVING ON SLAB - PLAN SCALE: Z' = V-9' SHINER COURSE ON ALL OUTSIDE EDGES. PAVING UNITS SET IN RUNNING BONDY2 PAVING PATTERN PARALLEL TO GIVEN LINE UNIT OFFSET JOINTS TO BE HAND TIGHT AND SAND SWEPT 2'-0" _ NOTE: SEE SITE PLANS FOR ORIENTATION OF PAVING PATTERNS. BRICK PAVING ON SLAB - PLAN n..,.... I .1 ....�A. A I I eco DETAIL CRUSHED STONE WITH BLUESTONE EDGING - PLAN SCALE: z' = 1'-T SOLDIER COURSE ON ALL OUTSIDE EDGES. PAVING UNITS SET IN HERRINGBONE PATTERN JOINTS TO BE HAND TIGHT AND SAND SWEPT PAVING BRICK IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS BRICK EDGING BETWEEN BRICK AND COBBLESTONE AND BETWEEN BRICK AREAS OF OPPOSING PATTERNS. COBBLESTONE IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS REVERSED PATTERN OF COBBLESTONE IN CENTER OF COURTYARD. SEE LLL 1. NOTE: SEE MATERIALS PLANS FOR ORIENTATION OF PAVING PATTERNS. ICK AND COBBLESTONE PAVING IN SERVICE COURTYARD - PLAN 'Al P I" = V-17' FBLUESTONE PAVERS WITH SAND SWEPT JOINTS. NOTE: 1. SEE SITE PLAN FOR ORIENTATION OF PAVERS. 2. BLUESTONE PAVERS BETWEEN CROSS BANDS RANGE IN SIZES BUT SHOULD BE A MINIMUM OF 3 -YIN LENGTH. 3. STONES NEED TO BE SQUARE. MAX. OF 8' VARIATION IN EDGES OF STONE. BRICK AND BLUESTONE ON SLAB - PLAN SCALE: = 1'-0" 'ARALLEL TO GIVEN ✓EPT BLUESTONE IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS COBBLESTONE CURB, SOLDIER COURSE COBBLESTONE IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS COBBLESTONE PAVING, SOLDIER COURSE, FLUSH WITH ADJACENT BANDS NOTE: SEE MATERIALS PLANS FOR ORIENTATION OF PAVING PATTERNS. COBBLESTONE PAVING AND EDGING IN ARRIVAL COURT - PLAN SCALE:' NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN It 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE Ft HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O�.II OpYf LJ THOMAS L. WOLTZ rr 'osNo. 0108000 810 O�pE AR�`�S4' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WFB REVISIONS NO. DATE DESCRIP170N 1 3-31-2008 950/6 Design Devdopment 2 4-07-2008 100% Design Devdopmmt 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% C3) Progress Set 5 6-16-2008 County Site Plao Submittal 6 6-23-2008 95% CD 7 7-242008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: PAVING PLANS SHEET NUMBER ck 0.3k. on L6.12 CKICGR %tI IN KUNNING BOND PATTERN LINE JOINTS TO BE HAND TIGHT AND SAND Sb V-3" ih , NOTE: 1. SEE SITE PLAN FOR ORIENTATION OF PAVERS. 2. BLUESTONE PAVERS BETWEEN CROSS BANDS RANGE IN SIZES BUT SHOULD BE A MINIMUM OF 3 -YIN LENGTH. 3. STONES NEED TO BE SQUARE. MAX. OF 8' VARIATION IN EDGES OF STONE. BRICK AND BLUESTONE ON SLAB - PLAN SCALE: = 1'-0" 'ARALLEL TO GIVEN ✓EPT BLUESTONE IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS COBBLESTONE CURB, SOLDIER COURSE COBBLESTONE IN RUNNING BOND PATTERN, PARALLEL TO ADJACENT WALLS COBBLESTONE PAVING, SOLDIER COURSE, FLUSH WITH ADJACENT BANDS NOTE: SEE MATERIALS PLANS FOR ORIENTATION OF PAVING PATTERNS. COBBLESTONE PAVING AND EDGING IN ARRIVAL COURT - PLAN SCALE:' NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN It 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE Ft HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL O�.II OpYf LJ THOMAS L. WOLTZ rr 'osNo. 0108000 810 O�pE AR�`�S4' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WFB REVISIONS NO. DATE DESCRIP170N 1 3-31-2008 950/6 Design Devdopment 2 4-07-2008 100% Design Devdopmmt 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% C3) Progress Set 5 6-16-2008 County Site Plao Submittal 6 6-23-2008 95% CD 7 7-242008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: PAVING PLANS SHEET NUMBER ck 0.3k. on L6.12 BLUESTONE 1 PAVEMENT 6.10 b" 1'-V V' EXPANSION JOINT 1'2" X 9" STAINLESS STEEL DOWELGREASED ON ONE END 2"X I'-7' BLUESTONE TREAD AT TOP OF STAIR NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. 5) IPE WOOD HANDRAIL 7 BLUESTONE TREAD. THERMALED ON TOP AND EDGE. TYP. BLUESTONE STEPS WITH FIELDSTONE RISERS - SECTION NUALC' I I'-0'. 1'-fr MA 04 REBAR AT I'-4" O.C., BOTH WAYS FIELDSTONE RISER!L lZO� 4 ® YeYFT WASH , 6' 3'-4" °OVERRAN NP. 5/e' MORTAR SETTING BED CHEEK WALL BEYOND 6•� ° • \ ° 4 Yx" EXPANSION JOINT V' X 9" STAINLESS STEEL a J DOWELGREASED ON ONE END —3,000 PSI CONCRETE —2'-6" LONG #5 REBAR BEM 90 TO TIE INTO BRICKWALL. a \\//• INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. 6" COMPACTED AGGREGATE VDOT #21-A COMPACTED SUBGRADE 1' -Or 1'-V -1 IPE WOOD HANDRAIL 3 LAWN STEPS - SECTION L6.' SCALE: 1" = 1'-T — -3" BLUESTONE TREAD AT TOP OF STAIR iESTONE TREAD. HALED ON TOP AND EDGE. TONE RISER PSI CONCRETE )RTAR SETTING BED 3AR AT 1'4" O.C., BOTH WAYS 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO 3RICKWALL. INSTALL BENT REBAR AT TOP AND 301TOM OF STAIR. :DMPACTED AGGREGATE VDOT #21-A MPACTED SUBGRADE NOTE: THERE SHOULD BE NO EXPOSED CONCRETE ON SIDES OF STEPS. BRICK SHOULD WRAP CORNERS. BLUESTONE STEPS WITH BRICK RISERS - SECTION SCALE' 1"= 1'4Y" 3'-4 6" 41 ° a 1'-0" b" O.C. IPE WOOD HANDRAIL O.C. 3'-4" BRICK PAVING, SEE, 4 4401 Y2' X 9" STAINLESS STEEL DOWEL GREASED ON ONE END V EXPANSION JOINT T BLUESTONE TREAD AT TOP OF STAIR 2" BLUESTONE TREAD. THERMALED ON TOP AND EDGE. REBAR AT 1'-4" O.C., BOTH WAYS " X 35/8' X T BRICK RISER DO PSI CONCRETE 5/8' MORTAR SETTING BED 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. COMPACTED AGGREGATE VDOT #21-A DMPACTED SUBGRADE Y2' EXPANSION JOINT, TYP. Yi' X 9" STAINLESS STEEL DOWEL GREASED ON ONE END, TYP. T BLUESTONE TREAD AT TOP OF STAIR T BLUESTONE TREAD. 1'47' THERMALED ON TOP AND EDGE. 1C. ALIGN EDGE OF HANDRAIL WITH FACE OF WALL, TYP. FIELDSTONE RISER 3,000 PSI CONCRETE 5/8' MORTAR SETTING BED WALL BEYOND Tei NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. \ a 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. #4 REBAR AT 1'-4" O.C., BOTH WAYS \ �\ 6" COMPACTED AGGREGATE VDOT #21-A COMPACTED SUBGRADE BLUESTONE STEPS WITH FIELDSTONE RISERS - SECTION SCALE: I"= U-0" NELSON BY RD . WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlasom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SURE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 -------------------------'____ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL U THOMAS L. WOLTZ ri No. 0400000 910 c /o. io--ot p� 9�SOAPg pTiG`-^' PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: Will REVISIONS NO. DATE DESCRIPTTON 1 3-31-2008 95% Design Development 2 4-07-2008 100% Desi¢u Development 3 5-05-2008 Canty Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 Canty Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-20D8 1W16 CD 8 10-13-2008 Final SP Submittal- County SHEET TTRE SITE DETAILS: STEPS SHEET NUMBER' ,pl �j•31 "l L6.20 1,01 BRICK STEPS WITH BRICK RISERS - SECTION SCALE: 1"= V-9' 7.4„ 4 L) IPE WOOD HANDRAIL 6" I.OVERHANG, TYP. BRICK STEPS WITH BRICK RISERS- SECTION SCAT F, 1" = r -a' 3 PAVING, SEE 6 1 " STAINLESS STEEL DOWEL SED ON ONE END PANSION JOINT TREAD, TYP. 3AR AT 1' 4' O.C., BOTH WAYS 35/8' X 8" BRICK RISER OCK PATTERN PSI CONCRETE )RTAR SETTING BED :)NG #5 REBAR BENT 90 TO TIE INTO WALL. INSTALL BENT REBAR AT TOP AND IM OF STAIR. ;REGATE VDOT #21-A ADE EXPANSION JOINT, TYP. i'� --Yz" X 9" STAINLESS STEEL DOWEL GREASED ON ONE END, TYP. BRICK TREAD, TYP. #4 REBAR AT l' -4'0.C., BOTH WAYS --2 z/3' X 35/B" X 8" BRICK RISER 3'.4" —3,000 PSI CONCRETE -5/8' MORTAR SETTING BED --BRICK PAVING, SEE 6.10 Y --2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. --6" COMPACTED AGGREGATE VDOT #21-A COMPACTED SUBGRADE NOTE: SEE PLAN FOR BRICK PATTERN ON CONTINUING SIDEWALK / I J BRICK STEPS WITH BRICK RISERS - PLAN SCAT P' I"= 1'-!V' V EXPANSION JOINT IC X 9" STAINLESS STEEL DOWEL GREASSED ON ONE END BLUESTONE PAVEMENT a 1'-T I'IT r .t LUESTONE STEPS AT TERRACE KALE: 1" = V-9' 78 MVRIAM J%JINI ON STEP TREADS, TYP. X I'-3" BLUESTONE TREAD AT TOP OF STAIR T'BLUESTONE TREAD. THERMALED ON TOP AND EDGE. #4 REBAR AT 1'-4" O.C., BOTH WAYS FIELDSTONE RISER 3,000 PSI CONCRETE MORTAR SETTING BED 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BEM REBAR AT TOP AND BOTTOM OF STAIR. COMPACTED AGGREGATE VDOT #21-A )MPACTEDSUBGRADE NELSON BYRD . WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwtaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILKY, WILLIAMS, PITTMAN 6 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rW CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 4342% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 70D HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 G700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AWTECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 NOD F 703 404 8940 ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL 02,E HOp`r OTHOMAS L. OLTZ S No. 0408000 910 9�SC'9PE ARCS PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Devin Development 3 5-052008 County Site Plan Submittal 4 5-19-2008 50% CD Prognss Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: STEPS SHEET NUMBER 2�1 L6.21 BRICK STEPS WITH BRICK RISERS - PLAN SCAT P' I"= 1'-!V' V EXPANSION JOINT IC X 9" STAINLESS STEEL DOWEL GREASSED ON ONE END BLUESTONE PAVEMENT a 1'-T I'IT r .t LUESTONE STEPS AT TERRACE KALE: 1" = V-9' 78 MVRIAM J%JINI ON STEP TREADS, TYP. X I'-3" BLUESTONE TREAD AT TOP OF STAIR T'BLUESTONE TREAD. THERMALED ON TOP AND EDGE. #4 REBAR AT 1'-4" O.C., BOTH WAYS FIELDSTONE RISER 3,000 PSI CONCRETE MORTAR SETTING BED 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BEM REBAR AT TOP AND BOTTOM OF STAIR. COMPACTED AGGREGATE VDOT #21-A )MPACTEDSUBGRADE NELSON BYRD . WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwtaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILKY, WILLIAMS, PITTMAN 6 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rW CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 4342% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 70D HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 G700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AWTECTURE, INC. 1 EXPORT DRIVE STERLING, VA 201644421 T 703 404 NOD F 703 404 8940 ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL 02,E HOp`r OTHOMAS L. OLTZ S No. 0408000 910 9�SC'9PE ARCS PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Devin Development 3 5-052008 County Site Plan Submittal 4 5-19-2008 50% CD Prognss Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: STEPS SHEET NUMBER 2�1 L6.21 FIELDSTONE RETAINING WALL AND RAILING BLUESTONE PAVING 2 3 Y2' EXPANSION JOINT Yi'X 9" STAINLESS 1 DO W ELGREASED STEEL .10 ON ONE END X V-0" BLUESTONE T T TOP OF STAIR NOTES: 1. PROVIDE 1 % WASH ON TREADS 2. SEE PLANS L-2.10 FOR TOP AND BOTTOM GRADES OF STEPS �'•'•'' Lei 6' COMPACTED AGGREGATE VDOT #21-A COMPACTED SUBGRADE ESTONE STEPS WITH FIELDSTONE CHEEK WALL - SECTION .I F• v c I'll" -- -- FIELDSTONE RETAINING WALL AND RAILING -� BLUESTONE PAVING (— ° ALIGN NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. 3'0.C. TYP. 1'1 ALIGN WITH —T CENTER OF STAIR 3 CHEEK WALL AND HANDRAIL BEYOND #4 REBAR AT 1'-4" O.C., BOTH WAYS #4 REBAR AT 1'4' O.C., GOTH WAYS ON Fi O �0 w0 N ib ) IPE WOOD HANDRAIL —17' WIDE FIELDSTONE CHEEK WALL —) BLUESTONE STEPS EEK WALL AND HANDRAIL ELEVATION 11 F• 1 IT =I'll" Q z �a F40 J O v w0 h m FIELDSTONE RISER - %' MORTAR SETTING BED #4 REBAR AT 1'4' O.C., BOTH WAYS 4CHEEK WALL AND ''��'' HANDRAIL BEYOND 2" BLUESTONE TREAD. THERMALED ON TOP & EDGE. 3,000 PSI CONCRETE 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. Y2' EXPANSION JOINT VDOT #21-A COMPACTED AGGREGATE COMPACTED SUBGRADE NOTES: 1. PROVIDE 1% WASH ON TREADS 2. SEE PLANS L-2.10 FOR TOP AND BOTTOM GRADES OF STEPS STEPS WITH FIELDSTONE CHEEK WALL - SECTION L 5� IPE WOOD HANDRAIL 6.3 I 3'0.C. TYP. ALIGN WITH CENTER OF STAIR J ns�ne. Z r� O L 0 1 O ° LL --_I!- Lci LU I III- wLU -111—i EEK WALL AND HANDRAIL ELEVATION 1'-0" 6" O.C. —12" WIDE FIELDSTONE CHEEK WALL BLUESTONE STEPS NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN a 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL o1yt1 0 U THOMAS L. L 5 No. 040WW 910 /0-/0 -OP 7�Sc9PF Ar - PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPT70N 1 3-31-2008 95% Design Developmmt 2 4-07-2008 100% Design Development 3 5-05-2008 Courcy Site Plan Submitral 4 5-19-2008 500/6 CD Pmgmss Set 5 616-2008 County Ste Plan Submi" 6 6-23-2008 95°/ 7 7-24-2008 1001 CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: STEPS SHEET NUMBER •-a L6.22 Ix N LL 5/e' MORTAR SETTING BED 2" BLUESTONE TREAD.Ile ~ THERMALED ON TOP & EDGE. O FIELDSTONE RISER 3,000 PSI CONCRETE #4 REBAR AT 1'-4" O.C., BOTH WAYS #4 REBAR AT 1'4' O.C., GOTH WAYS ON Fi O �0 w0 N ib ) IPE WOOD HANDRAIL —17' WIDE FIELDSTONE CHEEK WALL —) BLUESTONE STEPS EEK WALL AND HANDRAIL ELEVATION 11 F• 1 IT =I'll" Q z �a F40 J O v w0 h m FIELDSTONE RISER - %' MORTAR SETTING BED #4 REBAR AT 1'4' O.C., BOTH WAYS 4CHEEK WALL AND ''��'' HANDRAIL BEYOND 2" BLUESTONE TREAD. THERMALED ON TOP & EDGE. 3,000 PSI CONCRETE 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. Y2' EXPANSION JOINT VDOT #21-A COMPACTED AGGREGATE COMPACTED SUBGRADE NOTES: 1. PROVIDE 1% WASH ON TREADS 2. SEE PLANS L-2.10 FOR TOP AND BOTTOM GRADES OF STEPS STEPS WITH FIELDSTONE CHEEK WALL - SECTION L 5� IPE WOOD HANDRAIL 6.3 I 3'0.C. TYP. ALIGN WITH CENTER OF STAIR J ns�ne. Z r� O L 0 1 O ° LL --_I!- Lci LU I III- wLU -111—i EEK WALL AND HANDRAIL ELEVATION 1'-0" 6" O.C. —12" WIDE FIELDSTONE CHEEK WALL BLUESTONE STEPS NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. NELSON BYRD WO LT Z LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwlaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN a 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE B HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL o1yt1 0 U THOMAS L. L 5 No. 040WW 910 /0-/0 -OP 7�Sc9PF Ar - PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPT70N 1 3-31-2008 95% Design Developmmt 2 4-07-2008 100% Design Development 3 5-05-2008 Courcy Site Plan Submitral 4 5-19-2008 500/6 CD Pmgmss Set 5 616-2008 County Ste Plan Submi" 6 6-23-2008 95°/ 7 7-24-2008 1001 CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: STEPS SHEET NUMBER •-a L6.22 BRICK 3 PAVING, TYP. 6.1 6' a . 8 1'-9' 6" O.C. 1 IPE WOOD HANDRAIL iRN.=�!�■■� SAI■ 7 r • 1, SEE SHOP DRAWINGS FOR HANDRAIL �Y`�11y11� DIMENSIONS AND ASSEMBLAGE.�- BRICK STEPS WITH BRICK RISERS AND CHEEK WALL - SECTION SCALE: 1"= F -O" y2' X 9" STAINLESS STEEL DOWEL GREASED ON ONE END, TYP. -y2' EXPANSION JOINT, TYP. 2 )BRICK TREAD, TYP. 6" O.C. #4 REBAR AT V-4" O.C., BOTH WAYS 2 2/'3' X 35/8' X 8" BRICK RISER y y ROWLOCK PATTERN -3,000 PSI CONCRETE 5/8' MORTAR SETTING BED 17' WIDE CHEEK WALL BEYOND 2'-6" LONG #5 REBAR BENT 90 TO TIE INTO BRICKWALL. INSTALL BENT REBAR AT TOP AND BOTTOM OF STAIR. COMPACTED AGGREGATE VDOT #21-A DMPACTED SUBGRADE HANDRAIL ELEVATION NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. 2. SLOPE OF HANDRAIL TO FOLLOW THE SLOPE OF RAMP. SEE GRADING PLAN L-2.20. 665 IPE WOOD RAIL .3 F�-1 6„ O.C. L J :3'-1" O.C. TYP. NELSON BIjRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street ChartattesNUe, Virginia 22902 T 434 984 1358 F 434 984 4158 W w .nbwla.aom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL, ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SURE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 4048900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SURE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL OV401-THOpyt v THOMAS L. WOLTI No. 0406000 9�10 /0-[0.04 Gc �SCApE ABCsl� PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittd 4 5-19-2008 50% CD Pwgmss Set 5 6-16-2008 County Site Plan Submittal 6 6-212008 MI. CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: STEPS SHEET NUMBER L6.23 Y2' EXPANSION JOINT BLUESTONE PAVING In I� rip. LLL ° - .11 .. WRAPPED WITH FILTER FABRIC TCONT. CONCREfE FOOTING CONT.REBAR COMPACTED lk FIELDSTONE FIELDSTONE COPING STACKED FIELDSTONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC WATER PROOFING AND DRAINAGE BOARD 12' CMU WALL, GROUT SOLID #57 STONE SCALE: %4' = V-9' STACKED FIELDSTONE GRASSY SLOPE W, Q x O w x FIELDSTONE COPING 1'-61 / 2'-0" II tt ASPHALT PAVING C3.1 err �=� "'-�1-- • . • .rY•Y l 4 1 FIELDSTONE CURB WALL - SECTION SCALE: J/4" = 1'-0" 3" BLUESTONE CAP STACKED FIELDSTONE PLANTED SLOPE 21" 1 1/2" DRAIN, BY ACO 1 ! ! III=1 i ,i ;'' BLUESTOIPAVING 1 6.10 — 1171C UWALL, GROUT SOLID - II iil 11�= 111_1 WATER PROOFING AND II!. VIII II! -_III DRAINAGE BOARD III II rh' _I�=7 #57 STONE II III II' - I 1=SII-� III III !> II-- 4" PERF. DRAINPIPE WRAPPED WITH FILTER 1111 _IIIt=Q FABRIC 12' CONT. CONCRETE • —�= as ulu1 'ii I I IIT I I � FOOTING WITH #4 REBAR CONT. III :!I III 11 -,1.11 II I'i -1'I III l.� 60imW , u ._ n- �, ,_ ice_ COMPACTED SUBGRADE FIELDSTONE WALL WITH BLUESTONE COPING - SECTION SCALE:'/i' = V-9' 1'-O" O.C. NOTES: IPE WOOD RAIL 1.SEE SHOP ANDASSSFORRAILING DIMENSIONS AND ASSEMBLAGE. RAILING 3/6' THICK SS BAR SIMILAR To 3 1"THICK SS BAR L6.3 3/4" THICK SS L BAR Q SS BRACKET T 3 v ctJ Y2' EXPANSION JOINT STACKED FIELDSTONE D BRICK PAVING 2 0 6.10 12' CMU ,GROUT FILLED II . I-111 II IIII III -III I'II ii!� II lil SII �II_III III 1�1-III it I_lil IIII:I III lu -III !; II 1.=' II, ,111:1 III il!-IIL "J' =III III_ -- — #5 AT 24" 1=1IilI-I,-iT_I I1= -1I �= I 1 II COMPACTED NO. 57 STONE I�0�;1 I I-_III=111 IF -till Ili 4" PERF. PIPE, WRAPPED IN - -i I=111 FILTER FABRIC #5XNAT 24" 11- 1 #5 HORIZ. CONT. WALL AT PARKING COURT - SECTION 3" BLUESTONE COPING STACKED FIELDSTONE PLANTER 21" PLANTER BLUESTONE PAVING L6.10 12' CMU WALL, GROUT SOLID WATER PROOFING AND DRAINAGE BOARD #57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC 12" CONT. CONCRETE FOOTING WITH #4 REBAR CONT. COMPACTED SUBGRADE FIELDSTONE WALL WITH BLUESTONE COPING - SECTION SCALE: '14" Y2' EXPANSION A BRICK PAVI FIELDSTONE CURB WALL - SECTION SCALE:'/4" = 1'-0" NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesvitie, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwtaxom PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILKY, WILLIAMS, PITTMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SURE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVI'TECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 GLAVE Et HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F Big 343 3378 SEAL FIELDSTONE COPING u THOMAS L. WOLTZ No. 0406000 910 9. /0 •/0 .Q d' STACKED, MORTARED PROJECT NUMBER�� FIELDSTONE 0623 FINISH GRADE 950/6C3) 7 7-24-2008 DATE B" CMU WALL October 13th 2008 W/ #4 REBAR Q 24" O.C., FULLY GROUTED DRAWN BY: SI, ZP CHECKED BY: WTS 12" CONT. CONCRETE FOOTING REVISIONS WITH #4 REBAR CONT. NO. DATE DESCRIPTION CRUSHED STONE 1 3-31-2008 95% Desim Developmeot 2 4.07-2008 100%Design Develoom at COMPACTED SUBGRADE 3 5-05-2008 County Site Plan Submitral 4 5-19-2008 500/6 CID Progress Set 5 6-16-2008 County Site Plan Submitral 6 6-23-2008 950/6C3) 7 7-24-2008 100'/o CD 8 10-13-2008 Final SP Submitral- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER —OW L630 14'TYP. 2Y4" BLUESTONE COPING WITH THERMALED EDGES RECESSED BRICK - REPEAT EVERY 4 ROWS BRICK TO BE LAYED IN RUNNING BOND. ALIGN EVERY 4 COURSES WITH ONE CMU COURSE. WALL TIES 1'6' O.C. FINISH GRADE CMU WALL AND FOOTING SEE STRUCTURAL 52.3 DRAWINGS 1 1 BRICK WALL WITH BLUESTONE COPING - SECTION SCALE: 3/e' = Y -U' 114 2Y4' BLUESTONE COPING WITH THERMALED EDGES RECESSED ASHLAR STONE - ALIGN WITH BRICK COURSES FIELDSTONE ASHLAR, SPLIT ROCK FACE 5 SEE TABLE FOR L6.31 DIMENSIONS WALL TIES VC O.C. FINISH GRADE CMU WALL AND FOOTING SEE STRUCTURAL S2.3 DRAWINGS 2 BRICK WALL WITH ASHLAR JOINT DETAIL - SECTION _ 6. SCALE: 3/4 = 1'-0" D X BUILDING EDGE SEE ARCHITECTURAL PLANS 2Y4* BLUESTONE COPING WITH THERMALED EDGES RECESSED BRICK,TYP. REPEAT EVERY 4 ROWS FIELDSTONE ASHLAR, SPLIT ROCK FACE SEE TABLE FOR QUANTITIES L6.31 AND DIMENSIONS FINISH GRADE 3 BRICK WALL WITH ASHLAR JOINT DETAIL - ELEVATION SCALE: 3/" = 1'-0" STONE BUILDING WALL - ALIGN ( PERENNIAL GARDEN O2 SEE ARCHITECTURAL PLANS Ol SERVICE COURTYARD O2 trl.)i W o W y 0 Z 0 I� 11111=11 m i� Ili 1 - BUILDING EDGE 2 - WALL STTEP PERENNIAL GARDEN + PERENNIAL_ GARDEN + SERVICE COURTYARD SERVICECIOURTYARD DIMENSIONS DIMENSIONS ASHLAR STONE DETAIL ON BRICK WALL - SCHEDULE SCALE:'/4' = V -T NOTE: \ 1. HEIGHT OF WALL VARIES, SEE GRADING PLAN L-1.21 FOR SPOT ELEVATIONS. —ate FIELDSTONE WALL AT ENTRY PORCH SCALE: MA" = 1'-0" EXISTING COLUMN FOOTING CONDITION UNKNOWN. DO NOT DISTURB OR UNDERMINE THE EXISTING COLUMN CONDITION. COORDINATE NEW WALL FOOTING AND CONSTRUCTION WITH LANDSCAPE ARCHITECT ONCE CONDITION IS UNCOVERED. PLANTER 2" BLUESTONE COPING Y2" EXPANSION JOINT BLUESTONE PAVING STACKED FIELDSTONE WATER PROOFING AND DRAINAGE BOARD 12' CMU WALL, GROUT SOLID #57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC I T CONT. CONCRETE FOOTING WITH #4 REBAR CONT. SUBGRADE NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 994 4358 F 434 984 4158 W www.nbwia.mnn PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBENIARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN It 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902.5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 DXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SURE 300 RICHMOND, VA 23129 T 804 649 9303 F 8D4 343 3378 SEAL o��TH THO OLTZ No, 0408000 910 'r /0 - two qil �. PEA PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 950/6 DesiRa Development 2 4-07-2008 100% Desi rn Development 3 "5-2008 County Sim Plan Submittal 4 5-19-2008 500/ CD Pmgmss So 5 6-16-2008 County Ste Plan Submittal 6 6-23-2008 95%C1) 7 7-24-2008 100°r CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER 42k V,.3k•I L6931 QUANTITYK�'2 L IN Th. A 10 35W 2Yi' 3V B 8 71J16" 3�^ C 18 12' 2Yi' 35/4" D 4 7944 4�/q" 3sleE E 4 1r 4'/e' 358' ASHLAR STONE DETAIL ON BRICK WALL - SCHEDULE SCALE:'/4' = V -T NOTE: \ 1. HEIGHT OF WALL VARIES, SEE GRADING PLAN L-1.21 FOR SPOT ELEVATIONS. —ate FIELDSTONE WALL AT ENTRY PORCH SCALE: MA" = 1'-0" EXISTING COLUMN FOOTING CONDITION UNKNOWN. DO NOT DISTURB OR UNDERMINE THE EXISTING COLUMN CONDITION. COORDINATE NEW WALL FOOTING AND CONSTRUCTION WITH LANDSCAPE ARCHITECT ONCE CONDITION IS UNCOVERED. PLANTER 2" BLUESTONE COPING Y2" EXPANSION JOINT BLUESTONE PAVING STACKED FIELDSTONE WATER PROOFING AND DRAINAGE BOARD 12' CMU WALL, GROUT SOLID #57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC I T CONT. CONCRETE FOOTING WITH #4 REBAR CONT. SUBGRADE NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 994 4358 F 434 984 4158 W www.nbwia.mnn PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBENIARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN It 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902.5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 DXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SURE 300 RICHMOND, VA 23129 T 804 649 9303 F 8D4 343 3378 SEAL o��TH THO OLTZ No, 0408000 910 'r /0 - two qil �. PEA PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 950/6 DesiRa Development 2 4-07-2008 100% Desi rn Development 3 "5-2008 County Sim Plan Submittal 4 5-19-2008 500/ CD Pmgmss So 5 6-16-2008 County Ste Plan Submittal 6 6-23-2008 95%C1) 7 7-24-2008 100°r CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER 42k V,.3k•I L6931 QUANTIITY L IN Th. A 14 35W 2Yi' 35/q' B 22 71J16" 2Yi' 35/g' C 32 12' 2Yi' 35/8' D 8 7944 4�/q" 35/a E 6 1r 4'/e' 35/8' ASHLAR STONE DETAIL ON BRICK WALL - SCHEDULE SCALE:'/4' = V -T NOTE: \ 1. HEIGHT OF WALL VARIES, SEE GRADING PLAN L-1.21 FOR SPOT ELEVATIONS. —ate FIELDSTONE WALL AT ENTRY PORCH SCALE: MA" = 1'-0" EXISTING COLUMN FOOTING CONDITION UNKNOWN. DO NOT DISTURB OR UNDERMINE THE EXISTING COLUMN CONDITION. COORDINATE NEW WALL FOOTING AND CONSTRUCTION WITH LANDSCAPE ARCHITECT ONCE CONDITION IS UNCOVERED. PLANTER 2" BLUESTONE COPING Y2" EXPANSION JOINT BLUESTONE PAVING STACKED FIELDSTONE WATER PROOFING AND DRAINAGE BOARD 12' CMU WALL, GROUT SOLID #57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC I T CONT. CONCRETE FOOTING WITH #4 REBAR CONT. SUBGRADE NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 994 4358 F 434 984 4158 W www.nbwia.mnn PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBENIARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN It 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902.5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2m CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVTTECTURE, INC. 1 DXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE & HOLMES ASSOCIATES 801 EAST MAIN STREET, SURE 300 RICHMOND, VA 23129 T 804 649 9303 F 8D4 343 3378 SEAL o��TH THO OLTZ No, 0408000 910 'r /0 - two qil �. PEA PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 950/6 DesiRa Development 2 4-07-2008 100% Desi rn Development 3 "5-2008 County Sim Plan Submittal 4 5-19-2008 500/ CD Pmgmss So 5 6-16-2008 County Ste Plan Submittal 6 6-23-2008 95%C1) 7 7-24-2008 100°r CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER 42k V,.3k•I L6931 r 11-01, L6 3 IPE WOOD RAIL �- 1" THICK SS BAR -- FIELDSTONE COPING STACKED FIELDSTONE 4 CMU WALL S-2.3 SEE STRUCTURAL DRAWINGS V) w Q > GRASSY SLOPE NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. �— %2' EXPANSION JOINT BLUESTONE PAVING L6.10 FIELDSTONE RETAINING WALL WITH RAILING - SECTION SCALE: 3/4' 4 IPE WOOD RAIL 4" 3/6' THICK SS BAR — — 1" THICK SS BAR I_ 3/4" THICK SS L BAR SS BRACKET STACKED FIELDSTONE n CMU WALL 4 SEE STRUCTURAL N II 11-01, O.C. NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. 4 %2' EXPANSION JOINT BLUESTONE PAVING 1 L6.10 S-2.3 DRAWINGSLU (I Q _ GRASSY SLOPE > --- =I I j j l i I -_I l I i == I- II :9ly� m,�;� !-=1 11=-i i I I I I -1 I I-1 ! -I� I_ -I I! r -I I I=I I I=__1 i I I,! I 19 I I I--IIi- Ili I'=I I III -I I • , III E:9 i i 1I_! o — �I I I=1 I I -I l i --1 I I-1 II_ I I -=- i - III I G I III_--III--III I I L- I I--1 � I III -I I I_ I I I--1 I I I I -I .III_. -� - -_ - _-_J� �Ii! _!II�!IL-III-III I'I- II�-III- ��-'�111Iillliilllliilllll Illrlfillll�i-i�Ill�il,Il �IIIJ1 -. FIELDSTONE RETAINING WALL WITH RAILING - SECTION SCALE: 3/4" NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. 4 IPE WOOD RAIL w N L6.3 3/6' THICK SS BAR 6" O.C. 3'-9" O.C. E.Q. E.Q. 3'-0", O.C. TYP. 3/4" THICK SS L Ir , CROSSBAR 3 FIELDSTONE RETAINING WALL WITH RAILING - ELEVATION SCALE: 3/4" = 1'-0" 3'-0", O.C. TYP. Zh IPE WOOD RAIL 1/4" R BOTH EDGr-:'z 1" FLUSH WOOD SCRE EVERY 12" O. 3/8' THICK SS B, 16' R ALL EDC- SS DC SS BOLT 3/8" THICK SS CROSS B, WELDED TO FRAI SS W1 1 THICK SS B. NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL n1KACA1CIr1AIC Akin A CCCAAQI A!'_C WOOD RAIL - SECTION SCALE: 2" = 1'-0" 1 mC %A// %^M n A 11 _IN IPE WOOD RAIL 1/4" R BOTH EDGES 1" FLUSH WOOD SCREW EVERY 12" O.C. 3/8" THICK SS BAR 16' R ALL EDGES 1" THICK SS BAR HEIGHT VARIES NOTES: 1. SEE SHOP DRAWINGS FOR HANDRAIL DIMENSIONS AND ASSEMBLAGE. WOOD HANDRAIL -SECTION SCALE: 2" = l'-0" FIELDSTONE RETAINING WALL WITH RAILING -TYPICAL DETAIL - ELEVATION SCALE: 2" = Y-0" NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 9841358 F 434 984 4158 W www.nbwta.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE SIN ALBEMARLE -- COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN it 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE 8 HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL Xlr�,jY"' Q; U WARREN T. BYRD, JR. No. 0 06000 217 �vvlob �c`IpE ARCA PROJECT NUMBER 0623 DATE December 22nd5 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County 9 12-22-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER • r 4' BLACK PVC PIPE 1" 1 !I !iI-!i!- !I—Ii1=1II—IIF 1I- '�_ ' I — � -- ' _ I � � I✓ � -� III—!! i l- Ii -II _il l ,I III ;ilY �II II=1fl 14 T-7, -1 I I_fl I I I M I FLI I I—I:'-- -II._�=III=111- !- I IE FIlLn PLANTER Z_ 'O 6 Q -#57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC -#57 STONE COMPACTED SUBGRADE DRAIN PIPE AND STONE WALL - TYPICAL DETAIL- SECTION SCALE: 3/4' = 1'-0" z Q Z PLANTER 4' PVC PIPE THROUGH WALL #57 STONE 4" PERF. DRAINPIPE WRAPPED WITH FILTER FABRIC #57 STONE COMPACTED SUBGRADE DRAIN PIPE AND STONE WALL - TYPICAL DE1rAIL- SECTION SCALE: 3/4" = 1'-0" NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwla.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN ii 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 296 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE 8 HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL U WARREN T. BY , JR. y No. 0406000 217 le 09 p E AR PROJECT NUMBER 0623 DATE December 22nd, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County 9 12-22-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: WALLS SHEET NUMBER L6933 2" DOUBLE SHREDDED HARDH TAPER AT TRUNK. TAPER EDGES AND ROUGHEN SIDES OF PLANTING PIT REMOVE ALL WIRE & STRING F AND ALL BURLAP FROM TOP 2 NATIVE BACKFILL SOIL AMEND 25% DECOMPOSED ORGANIC AMENDMENT PREPARE SUBSOIL TO FORM PE PREVENT SETTLING 1 1 TREE PLANTING DETAIL SECTION .40) SCALE: %2' = 1'-0" SEE PLANT LIST I Pe FOR SPACING 2.5 X ROOTBALL DIAMETER MINIMUM 4 � PERENNIAL PLANTING DETAIL SECTION .40% SCALE: Y2.'= 1'-0" T DOUBLE SHREDDED HARDWOOD BARK MULCH FINISH GRADE P OF ROOT CROWN T ABOVE ADJACENT SOIL SURFACE TO PROVIDE 3' DIAMETER ING RING GRADE 'TH=ROOTBALL DEPTH --FORE DIGGING TO AVOID OVEREXCAVATION 2" DOUBLE SHREDDED HARD% REMOVE ALL WIRE & STRING FF AND ALL BURLAP FROM TOP 2, TAPER EDGES AND ROUGHEN SIDES OF PLANTING HOLE NATIVE BACKFILL SOIL AMENDI 25% DECOMPOSED ORGANIC AMENDMENT PREPARE SUBSOIL TO FORM PE PREVENT SETTLING 2 X ROOTBALL DIAMETER MINIMUM SHRUB PLANTING DETAIL SECTION SCALE: /2' = 1'-0" HT. VARIES - SEE PLANTING SCHEDULE 7' DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION CENTER HEDGE IN SPACE GIVEN SHEAR TO TAPER AT +/-10° SET TOP OF ROOT CROWN T ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVER -EXCAVATION REMOVE ALL WIRE & STRING FROM ROOTBALL- OOTBALL /A III AND AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL _ //�//jam// /���� DIG CONTINUOUS TRENCH Spacing FOR HEDGE PLANTS NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC AMENDMENT PREPARE SUBSOIL TO FORM PEDESTAL PREVENT SETTLING -I I=III— I I—=1 I j=1 I I—III—III—I I C j __ li=��� •.I=111,;,Ill�lillllll 2 X ROOTBALL DIAMETER MINIMUM HEDGE PLANTING DETAIL SECTION SCALE: %2' = 1'-0" h C0123—mriff:� PERENNIAL GARDEN PLAN ENLARGEMENT SCALE: %$' = 1'-0" Quanilly Scienflfic Name i i Common Name Abbreviation: Size Spacing Perennials, 15 ;Achillea millefolitxn 'Paprika' !Yarrow Am 1 gal. 18' o.c. Bulbs and 19 Allium schoenoprasum iChives ;As 1 gal. 12' o.c. Groundcovers 7 'Anethum groveoluns Dill Ag 1 gal. 18' o.c. 5 Asclepias tuberosa Butterfly Weed ;At 1 gal. Ia, o.c. 14 CentaLrea nigras ;Bachelor Button_ Cn 1 gal. 18' o.c. :2 Cynara cardunculus Cardoon Cc 1 gal. 2' o.c. 25 Echinacea pupLrea Purple Coneflower Ep 1 gal. 18" o.c. 7 Lavandula intermedia 'Grasso' Lavender Li 1 gal. 18' o.c. 17 Linum perenne Flax Lp 1 gal. 18' o.c. 10 Malva moschato Musk Mallow Mm 1 gal. IEr, o.c. 21 Monarda didyma 'Gardenview Scarlet' Bee Balm Md 1 gal. 19' o.c. 8 Nepeta faassenii ;Cat Mint Nf 1 gal. 18' o.c. 11 Origanum majorano 'ALreum' Marjorum Om 1 gal. 12' o.c. 6 Paeonia lactiflora 'Mons. Jules Elie' Peony ,PI 1 gal. 8' o.c. 24 Perovskia atripficifolia 'Little Spires' Russian Sage Pa 1 gal. 18' o.c. 10 _ Rudbeckia fulgida var. fulgida Black-eyed Susan Rf 1 gal. 18' o.c. 22 Salvia officinalis 'Atropurpurea' Purple Sage Sop 1 gal. 19, o.c. 13 Salvia syfvestris 'M ay Night" May Night Salvia 'Ss l gal. 18' o.c. 18 Sanguisorba officinalis 'Greater Burnet So 1 gal. 18' o.c. 18 Strachys byzantine Lamb's Ears iSb 1 gal. 18' o.c. 25 ;Thymus vulgaris Common Thyme Tv 1 gal. 6' o.c. 129 i Vaccinuim lop Hat' Lowbush Blueberry Vt 1 gal. 18' o.c. NELSON BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville, Virginia 22902 T 434 984 1358 F 434 984 4158 W www.nbwta.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 8t 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434 293 5171 F 434 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTESVILLE, VA 22902 T 434 2% 2116 F 434 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434 295 0700 F 434 295 2105 AN CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703 404 8900 F 703 404 8940 ------------------------------ ARCHITECT GLAVE 8t HOLMES ASSOCIATES 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23129 T 804 649 9303 F 804 343 3378 SEAL ,ALT OPG o f,� U THOMAS L. WOLT > No. 0406000 910 GO - /°- °g PROJECT NUMBER 0623 DATE October 13th, 2008 DRAWN BY: SJ, ZP CHECKED BY: WTB REVISIONS NO. DATE DESCRIPTION 1 3-31-2008 95% Design Development 2 4-07-2008 100% Design Development 3 5-05-2008 County Site Plan Submittal 4 5-19-2008 50% CD Progress Set 5 6-16-2008 County Site Plan Submittal 6 6-23-2008 95% CD 7 7-24-2008 100% CD 8 10-13-2008 Final SP Submittal- County SHEET TITLE SITE DETAILS: PLANTING SHEET NUMBER . 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SSQ 20W.IES ❑ L-3 12 2095 LOW VOLTAGE RECESSED LUMINAIRE (1) 20W T3 G4, 12V L-3 Bega 2095 320 1.00 W/LOUVERED 20W T3.IES FACEPLATE AND TEMPERED GLASS SPREAD LENS 0 L-4 3 SPOTLIGHT (1) 20W T4 L-4 950 1.00 Q50T4CL 12V _ 50W SFYOT.i es 0L-5 BWM-2146BWM- 14 2118 CONICAL METAL TOP PIECE. CYLINDRICAL ONE 75 -WATT PAR -30L HALOGEN L-5 Teka BWM- 940 1.00 DIFFUSE COPPER INCANDESCENT, -2146 75W COLORED METAL PHILIPS PAR30.ies REFLECTOR. 75PAR30UHAUFL40, VERTICAL BASE -UP POSITION. Hunza 20W Weatherproof 0 L-7 11 Wall -mounted Low -voltage 20W 12V HALOGEN L-7 Hunza SL- 25 1.00 Solid Step EyLid. SSQ bollard 20W.IES 0 L-8 17 60PAR16/HAUNFL27 L-8 580 1.00 115=60PAR16- HAL-NFL27.ies 0L-9 9 BPM 2246 CAST BRASS POST -TOP FITTER, CAST BRASS ONE 100 -WATT INSIDE FROSTED A-19 L-9 Teka 1600 1.00 TOP, SPUN COPPER INCANDESCENT, t3311:149078.ies REFLECTOR, THREE VERTICAL BASE -DOWN FABRICATED DIFFUSE POSITION. METAL RINGS BETWEEN TOP AND REFLECTOR, ALL SUPPORTED BY SIX BRASS POSTS. STATISTICS Description Symbol Avg Max Min Phase 1 Exterior Ug + 0.1 fc 26.4 fc 0.0 fc Calculations provided in Visual 2.06.0140 updated for 2008. �GLAVE &I HOLMES�, ARCHITECTURE 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.giaveandWmes.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN & 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 2% 2116 F 434- 977 1862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434- 295 0700 F 434- 295 2105 AN CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 984 4158 Ste- LTH OF ADRIENNE MARIE cry HENDRICKSON U 9 / .1 •�o� 4.1 NO. 33370 ass j ONA L E�G� PROJECT NUMBER 2731/08103 DATE 13 OCT 2008 DRAWN BY: BJP CHECKED BY: AMH REVISIONS NO. DATE DESCRIPTION SHEET TITLE PHOTOMETRIC PLAN PHASE I SHEET NUMBER EO.2a Copyright 2002. Glavb@ Holmes AssaclatesP.C. All rights reserved. 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Black SSQ 20W.IES powder coated cylindrical aluminium body Black two third hemisphere glare reduction hood f; LOW VOLTAGE i" F� L-3 6 40 a° a a !�a a a a 40 ao ao ao ao • a o 00 •o •o •o . •o •o •o •o a •o a° 4. ao ao ao ao ao all ao 40 ao ao ao 01 01 80 40 81 00 40 00 80 00 40 00 ¢0 -a 80 40 a �, a a a a 0 a a of 4 0 a a k ! ti �p •,P , •� , •O 1 ) / d O O •O •O O a a a a s e a e `• � �'l o •ao •ao •ao •ao •ao •ao Q, o � • j; a a a a a 0 a a 4 401i ao •o •o •o •o •o o •o •o 40 00 00 00 a., a,-;, a a b 00 00 80 40 40 00 80 40 80 00 00 80 ap 00 4 40 00 00 00 00 .0 4 0 ao 40 40 40 " ` -40. 40 40 40 DO do r� J 40 40 do #o Qo #o 00 �� a0 40 40 40 40 40 40 t 40, •o o •O 40 o •o •o o 0 0` I0 0 0 ra a ¢ a a a a a a 0 0 4 ar a a a a o � o ; •o •o •o •o •o 0 0 0 �o, :,: ,o 0 0 0 0 0 •o •o •o LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Path light with White One 20W halogen bi-pin 0 L-1 43 PL -6-20 La Jolla powderaoat reflector, clear JC lamp, G-4 base L-1 Aurora PL6 140 1.00 glass lens 20W.IES Hunza 20W Weatherproof L-2 30 Wall -mounted Low -voltage One 20W halogen lamp L-2 Hunza SL- 25 1.00 Solid Step EyLid. Black SSQ 20W.IES powder coated cylindrical aluminium body Black two third hemisphere glare reduction hood LOW VOLTAGE F� L-3 6 2095 RECESSED LUMINAIRE (1) 20W T3 G4, 12V L-3 Bega 2095 320 1.00 W/LOUVERED 20W T3.IES FACEPLATE AND TEMPERED GLASS SPREAD LENS L-4 2 SPOTLIGHT (1) 20W T4 L-4 950 1.00 V V Q50T4CL 12V 50W SPOT.ies WALL MOUNTED 0 L-6 23 6590 LUMINAIRE W/DIE CAST (1) 6OW A-19 L-6 Bega 6590 850 1.00 ALUMINUM 60W A19.ies ARM/CANOPY,THREE- PLY OPAL GLASS DIFFUSER Hunza 20W Weatherproof ED L-7 2 Wall -mounted Low -voltage One 20W halogen lamp L-7 Hunza SL- 25 1.00 Solid Step EyLid. SSQ bollard OL-8 9 60PAR16/HAUNFL27 L-8 580 1.00 v 115=60PAR16- HAL-NFL27.iss 0 L-9 6 BPM 2246 CAST BRASS POST -TOP FITTER CAST BRASS ONE 100 -WATT INSIDE FROSTED A-19 L-9tra Te Te 1600 1.00 TOP, SOUN COPPER INCANDESCENT, 1331-9 8.ies REFLECTOR, THREE VERTICAL BASE -DOWN FABRICATED DIFFUSE POSITION. METAL RINGS BETWEEN TOP AND REFLECTOR, ALL SUPPORTED BY SIX BRASS POSTS. 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I — E0.2b SCALE: 1" = 30'-0" STATISTICS Description Symbol Avg Max Min Phase 2 Exterior ug + 0.1 fc 10.6 fc 0.0 fc Calculations provided in Visual 2.06.0140 updated for 2008. GLAVE � ,HOLMES ARCHITECTUREEt DESIGN 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN £t 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 10010TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 CIVIL ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434- 295 0700 F 434- 295 2105 A/V CONSULTANT AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 984 4158 1111111111111 SEAL T H OF ADRIENNE MARIE U HENDRICKSON .14 o NO. 33370 jONAL PROJECT NUMBER 2731/08103 DATE 13 OCT 2008 DRAWN BY: BJP CHECKED BY: AMH REVISIONS NO. DATE DESCRIPTION SHEET TITLE PHOTOMETRIC PLAN PHASE 2 SHEET NUMBER E0,02b Copyright 2002, Gi"9 Holme AuoclatesP.C, All rights reserved. These dravAngs may not be used in any manner nor reproduced in arty fort without prior cornea[ from GtavIi @ Holmes Auociate$P.C, i /!1 sxi4ng f nital' gate PROPOSED PUMP UILgING TOP' OF ,SLAB= 8.5; (SEE DETAIL 1THI SHEET � f PR(?POSED PYC / DRAIN LINE AT 3.20% TQ`DAYUG X APPROX. NGTH=.,12' I STALL ,FLAP, VALVE T E`1D 'OF PROPOSE IED 1 4" DRAIN LINE PVC WL P SSD TANK SLAIB TOP F SLAP= 858-T RAP MEL: / 8'x8' PRECAST CONCRETE BUILDING 4" PVC I I DRAIN TO I I DAYLIGHT I I I I ELECTRICAL I I I I 2'-2 1/8-A _ I L. Cl') CL ELEV 0o I I 859.5 FT g 8 m o I FF ELEV ./ 6 858.5 FT SLOPE 1/4" PER FT.. FROM FLOOR DRAIN5 CORNERS TO II INV.OUT= 856. I i 4 IN FLOOR DRAIN II CL ELEV 854.0 FT I I it CL ELEV 859.5 FT EXHAUST FAN V-0" 9 4 1! 18-0" ow CONNECT TO EXISTING 1j" LINE TO TREATMENT BUILDING TOP ELEV FF ELEV 85 4" IPVC DRAIN PIPE SECTION A SCALE: 1/2" = 1'-0" CONNECT TO EXISTING LINE FROM LOWER WELL II � LOUVER 1 11 —0� RIP RAP Q.1 2'-21/8" TOP ELEV 859.25 FT 'IPE SUPPORT TYP) CONCRETE CONVENIENCE PAD CHANNEL II •.t f •s„ •�••p• `e.. . ., .T.'-. w` ;4. ::f !'� •' J Y < rt •.' •-.+- � - � A A. II "`� � '� °a -'t ,'.-.; .�:,� :.�: -art +'".:-a';�x:y"v'..,y 1.�e..g .'S'= .r :• i 'ti :a.: r~•eye ;r>ti�^•r :�. •:i: `�` ".Y :y.: 'f,, '. ..rg '�.. +Y�-,•; r.`..y� } 1,500 GALLON STORAGE TANK IL I I I I 1 D I I CL ELEV VENT I 64" D 854 FT ---____-- 'j i i rI• r. K , x OVERFLOW USE HEAT O PUMP 2O 1" SCH. 80 PVC UNION 3� 1" BRONZE CHECK VALVE CL ELEV TRACING TAPE O 1" BRASS BALL VALVE © J Q 1" SCH 80 PVC TEE i /!1 sxi4ng f nital' gate PROPOSED PUMP UILgING TOP' OF ,SLAB= 8.5; (SEE DETAIL 1THI SHEET � f PR(?POSED PYC / DRAIN LINE AT 3.20% TQ`DAYUG X APPROX. NGTH=.,12' I STALL ,FLAP, VALVE T E`1D 'OF PROPOSE IED 1 4" DRAIN LINE PVC WL P SSD TANK SLAIB TOP F SLAP= 858-T RAP MEL: / 8'x8' PRECAST CONCRETE BUILDING 4" PVC I I DRAIN TO I I DAYLIGHT I I I I ELECTRICAL I I I I 2'-2 1/8-A _ I L. Cl') CL ELEV 0o I I 859.5 FT g 8 m o I FF ELEV ./ 6 858.5 FT SLOPE 1/4" PER FT.. FROM FLOOR DRAIN5 CORNERS TO II INV.OUT= 856. I i 4 IN FLOOR DRAIN II CL ELEV 854.0 FT I I it CL ELEV 859.5 FT EXHAUST FAN V-0" 9 4 1! 18-0" ow CONNECT TO EXISTING 1j" LINE TO TREATMENT BUILDING TOP ELEV FF ELEV 85 4" IPVC DRAIN PIPE SECTION A SCALE: 1/2" = 1'-0" CONNECT TO EXISTING LINE FROM LOWER WELL II � LOUVER 1 11 —0� RIP RAP Q.1 2'-21/8" TOP ELEV 859.25 FT 'IPE SUPPORT TYP) CONCRETE CONVENIENCE PAD CHANNEL II •.t f •s„ •�••p• `e.. . ., .T.'-. w` ;4. ::f !'� •' J Y < rt •.' •-.+- � - � A A. II "`� � '� °a -'t ,'.-.; .�:,� :.�: -art +'".:-a';�x:y"v'..,y 1.�e..g .'S'= .r :• i 'ti :a.: r~•eye ;r>ti�^•r :�. •:i: `�` ".Y :y.: 'f,, '. ..rg '�.. +Y�-,•; r.`..y� } 1,500 GALLON STORAGE TANK IL I I I I 1 D I I CL ELEV VENT I 64" D 854 FT ---____-- 'j i i rI• r. K , x OVERFLOW USE HEAT O PUMP 2O 1" SCH. 80 PVC UNION 3� 1" BRONZE CHECK VALVE CL ELEV TRACING TAPE O 1" BRASS BALL VALVE © 1" x 1" SCH 80 PVC REDUCER Q 1" SCH 80 PVC TEE 864.08 FT ON EXPOSED f' 1 j" x 1- SCH 80 PVC REDUCING TEE 10 1" NON—FREEZE YARD HYDRANT 11 a 1@ 1 r 90' BRASS BEND 13 108,0 14 PIPE (TYP.) {. w .:a L_ J L_ _ J `':`;,°": CONCRETE PAD TOP ELEV 7 ae 858.0 FT ��:.�:..,...;.�': •.a'.. .:�.. .,`a'., .�•. .y �-i �� .a ..•tet: �. ---B BUILDING DETAIL SCALE: 112" = 1'-0" OVERFLOW CL ELEV 864.08 1,500 GALLON STORAGE TANK LWL ELEV 860.67 TOP ELEV 858.5 _, TOP ELEV 858.0 : is f : ..._ . . - .. "4. �. :`.•� _ _ .,•+ SECTION B SCALE: 1 /2" = 1'-0" Al 2" VENT W/ INSECT SCREEN 1 ;" BRASS PIPING W/ HEAT TRACING TAPE •4" FITTINGS O PUMP 2O 1" SCH. 80 PVC UNION 3� 1" BRONZE CHECK VALVE ® 1" SCH 80 PVC 90' BEND O 1" BRASS BALL VALVE © 1" x 1" SCH 80 PVC REDUCER Q 1" SCH 80 PVC TEE ® 14" 90' SCH 80 PVC BEND 0 1 j" x 1- SCH 80 PVC REDUCING TEE 10 1" NON—FREEZE YARD HYDRANT 11 1" BALL VALVE AND BOX 1@ 1 r 90' BRASS BEND 13 1" SCH 80 PVC FLANGE ADAPTER 14 1 r BRONZE CHECK VALVE Draper Aden Associates 0wrlolleeville Rlackshurg Richmond Hammon Raads Engineering - Surveying - Envimmnewal Services 700 Harris Street, Suite E Charlottesvitle, VA 22903 T 434-295-0700 F 434-295-2105 W www.daa.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARLE COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DUNBAR, MILBY, WILLIAMS, PITTMAN 8 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 ARCHITECT GLAVE AND HOLMES ARCHITECTS 801 EAST MAIN STREET, SUITE 300 RICHMOND, VA 23219 T 804- 649 9303 F 804- 343 3378 A/V CONSULTANT AV WASHINGTON AVI I EC I URE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 LANDSCAPE ARCHITECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434 9841358 F 434- 984 4158 SEAL Z,TH OF L MICSAE LAM v 9 Lie. No. 95858 �o!Z Z6 orb �SS jO1TAL PROJECT NUMBER 2731 DATE DECEMBER 29, 2008 DRAWN BY: GCJ CHECKED BY: JWS REVISIONS NO. DATE DESCRIPTION 1 12/29/08 PER COUNTY REVIEW SHEET TITLE INTERMEDIATE PUMP STATION SHEET NUMBER m, �` . 13 1 1*3 to SITE PAVING #5 AT 12" \ COMPACTED \ 05 AT 16" AT 13W' NO. 57 STONE COMPACTED BACKFILL �I 2" BACKFILL �0� #5 X 5'-0" AT 12" (V pe S-2' SECTION 3/4"— 1 1 —DI' r� I I I I I I — BOLLARDS BY I I OTHERS i I I i I I I I I rt t – I I a � a I I ill I i I ° I I REFER TO L J a LANDSCAPE ARCH FOR FINISH DETAILS 2" � '4 � I CLR a 05 AT 12" HORIZ a .a _ I #5 AT 12" VERT #5 AT 12" DOWELS . I 4" DIA PERFORATED DRAIN ENCASED IN #57 CRUSHED STONE WRAPPED IN FILTER FABRIC. DRAIN TO SUITABLE = a OUTLET „III=cv Lu 2X4 KEY ° (6) #5 HORIZ CONT • (LAP 2 -3") 10" 1' -6 L1.31 52.3 0 1 40 #5 A VERTI CENTI IN 8" 11-4 11 SECTION 3/411_11-011 L6.31 L1.21 #5 co DOWELS v AT 16" 10" 12" CMU + 4" CMU BELOW GRADE GROUT SOLID (3) #5 CONT 2" 52.3 I SEE LANDSCAPE ARCH FOR STONE DETAILS AND RAIUNG #4 AT 3'-4" CENTERED IN 6" CMU 12" cmu '3A' 05 AT 24" AT 05 AT 16" AT 13W' COMPACTED NO. 57 STONE 2" BACKFILL � CLR 4" DIA PERFORATED DRAIN ENCASED IN #57 CRUSHED STONE WRAPPED IN FILTER FABRIC. DRAIN TO SUITABLE OUTLET 2 1 4 III I ' e a 2' —0" AT '3A' 9" 1'-9" 3'-0" AT '3B' 4' —6" AT 13A' 5'-6" AT '315' ciFrTVIKI L6.30 L1.11 kb) IFO M(JKIL VJNI #5 X 4'- 0" AT 24" G L AV E &;m -i HOLMEK ASSOCIATE S /�RCt-iITECTURE E& DESii 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE RESTORATION OF MONTALTO -MAIN HOUSE ALBEMARI.E COUNTY, VIRGINIA CONSULTANTS STRUCTURAL ENGINEER DMW PV 110 THIRD STREET, NE CHARLOTTESVILLE, VA 22902-5224 T 434- 293 5171 F 434- 977 5191 MECHANICAL ENGINEER 2rw CONSULTANTS, INC. 100 10TH STREET NE, SUITE 202 CHARLOTTSVILLE, VA 22902 T 434- 296 2116 F 434- 9771862 CTVTI, ENGINEER DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARLOTTESVILLE, VA 22903 T 434- 295 0700 F 434- 295 2105 A/V CONSUIXANI' AV WASHINGTON AVITECTURE, INC. 1 EXPORT DRIVE STERLING, VA 20164-4421 T 703- 404 8900 F 703- 404 8940 ---------------------------------------- LANDSCAPE ARCHI'T'ECT NELSON BYRD WOLTZ 408 PARK STREET CHARLOTTESVILLE, VA 22902 T 434- 9841358 F 434- 984 4158 SEAL0 �.1�TNOp� •'• �C 'i • Stephen 0. Barber Zw Z lic. No. Q25731 = O�SIO NAL PROJECT NUMBER 2731 DATE 07/24/2008 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE SITE WALL DETAILS SHEET NUMBER S2m3 um"skm.Glm&mum Ao=map.C. mrlatmuvw. These &%** s may not be used N any awww nor rvW" W M any farm vAtlbtrtplor comantfrom Glarr'& FloYnas Asodata:P.C.