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SDP201000053 Plan - Approved 2012-05-09
SYMBOLS DRAWING TITLE 1 TITLE LINE 1 DRAWING DESCRIPTION L1.1 SCALE: 1/9'= F ' 0 o a o DRAWING No. /LETTER GRAPHIC BAR SCALE DRAWimG LOCATION DRAWING SCALE SECTION /ELEVATION SECTION NUMBER SECTION LOCATION I DETAIL KEY -- ®--- DETAIL LETTER DETAIL LOCATION l I AREA TO BE DETAILED t � ELEVATION DATUM PLAN DATUM � TW 00.09 NORTH ARROW REVISION MATCHL.INE N oo Qi) LAYOUT SYMBOLS %: -- PARALLEL ALIGN GENERAL O DRAIN INLET (RAISED /ROUND) u DRAIN INLET (FLAT /SQUARE) LIGHT FIXTURE TYPE A, SEE E0.02 LIGHT FIXTURE TYPE B, SEE Eo.02 Q 0 a� C D ar r- , O tU cn U a) Q _s O fJ Q PIVA GENERAL NOTES 1. Contractor is responsible for all necessary permits. 2. It is the responsibility of the General Contractor to review the site conditions and inform the Landscape Architect of any discrepancies in site conditions or existing grades that are not described on the plans before commencing work. 3. The contractor shall ensure that all work meets all applicable local and national building and safety codes that pertain to the project work. If there is a discrepancy between a code and the content of the plans, the Contractor is to consult the Landscape Architect before proceeding. 4. Should there be any discrepancies between landscape architectural, architectural, or engineering drawings, the Contractor is to contact the Landscape Architect to review and coordinate before proceeding with work. 5. Contractor is to create a work schedule and distribute to Owner and Landscape Architect prior to commencement of work. The schedule is to clearly outline dates for: A) Pre - construction meeting to review construction fence, erosion & sediment control measures and tree protection measures. B) Review of site and architectural layouts. C) Concrete foundation and slab review dates. D) Masonry review dates. E) Final hardscape review. F) Planting material selection and installation dates. G) Project completion 6. Prior to project completion, the site is to be thoroughly cleaned of all construction debris, signs etc. and reviewed by the Landscape Architect and other relevant consultants. 7. It is the contractor's responsibility to ground and bond all exposed metal objects in landscape. T1.00 Cover Sheet /General Notes L1.00 Key Plan L2.00 Materials Plan Legend and Notes L2.10 Materials Plan Middle School Play Area L2.20 Materials Plan Courtyard L2.30 Materials Plan Garden Walk L2.40 Materials Plan Linear Playground L3.10 Layout Plan Middle School Play Area L3.20 Layout Plan Courtyard L3.30 Layout Plan Garden Walk L3.40 Layout Plan Linear Playground L4.10 Grading Plan Middle School Play Area L4.20 Grading Plan Courtyard 1-4.30 Grading Plan Garden Walk L4.40 Grading Plan Linear Playground L4.51 Grading /Layout Plan Lower Entrance L4.53 Grading /Layout Plan Field Surrounds L4.54 Grading /Layout Plan Parking Lot L5.10 Planting Plan Middle School Play Area L5.20 Planting Plan Courtyard L5.30 Planting Plan Garden Walk L5.40 Planting Plan Linear Playground L5.41 Planting Plan Perennial Entry Garden L5.51 Planting Plan Lower Entrance L5.53 Planting Plan Field Surrounds L5.54 Planting Plan Parking Lot L5.60 Planting Schedule A ADJ ADJACENT, ADJUSTABLE DIAMETER AFF ABOVE FINISH FLOOR DIM ALT ALTERNATE DOWN ALUM ALUMINUM DWG(S) APPROX APPROXIMATE EAST ARCH ARCHITECTIURAL) B BC BOTTOM OF CURB ELEVATION BD BOARD EQ BF BOARD FORMED EQUIPMENT BLDG BUILDING EXIST EXISTING BLOCKING EXTERIOR �LKG OS BOTTOM OF SLOPE maintenance vehicles. Inventories must be maintained as necessary. BOT BOTTOM - A reportable spill is defined as a spill of one or more gallons. A BRK BRICK significant spill is defined as more than ten gallons. BS BOTTOM OF STAIR - The contractor shall maintain a list of product names and a materials otherwise noted. blend new earthwork smoothly into existing. RADIUS safety data sheet (MISDS) for all hazardous material products used or 6W BOTTOM OF WALL located on site. BVC BLACK VINYL COATED C CEM CEMENT ensure that: CiP CAST IN PLACE 1. The material is stored in an approved container. CJ CONTROL JOINT 2. The container is tightly closed. CMU CONCRETE MASONRY UNiT 3. The container has the proper warning label. f1f111 1-f1111A AA, CONC CONCRETE CU FT CUBIC FEET D DD DECK DRAIN DIA DIAMETER DiAG DIAGONAL DIM DIMENSION DN DOWN DS DOWN SPOUT DWG(S) DRAWING($) E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC(AL) EQ EQUAL EQUIP EQUIPMENT EXP EXPOSED EXIST EXISTING EXT EXTERIOR PHASE I LANDSCAPED A CKAGE Iff, ALBENlARLE COUNTY, VIRGINIA L6.00 Utility Plan L6.01 Irrigation Plan L6.02 Irrigation Plan L6.03 Irrigation Plan L7.10 Sections /Elevations Middle School Play Area L7.20 Sections /Elevations Courtyard L7.40 Sections /Elevations Linear Playground L7.41 Sections /Elevations Linear Playground L8.00 Details Paving and Drainage L8.10 Details Walls and Stairs L8.11 Details Walls, Amphitheater, Sandbox, Raingarden L8.15 Fences, Gates and Handrail L8.30 Planting Details L8.51 Linear Playground Area Equipment Storage Closet L8.70 Field Seating L8.71 Entry Walls S1.00 Structural Notes and Typical Details 100% CONSTRUCTION DOCUMENTS F LAYOUT NOTES MATERIAL NOTES 8. Contractors must clean up all trash and debris on the construction site at 1. Do not scale drawings. GENERAL MATERIAL NOTES the end of each day. Lightweight material, packaging, and other items 2. Contractor shall verify all existing conditions and layout dimensions in the 1. Provide samples of all paving materials and finishes to be used in project. must be covered or weighted down to prevent wind from blowing such materials off of the construction site. Contractors are prohibited from field. Report discrepancies to the landscape architect before starting CAST IN PLACE CONCRETE dumping, burying, or burning trash anywhere on the site. construction. 1. All exposed concrete paving shall have a light broom finish. 9. In order to respond to and monitor hazardous material (including 3. All angles are assumed to be 900 unless otherwise noted. 2. Contractor to contact Landscape Architect when laying out saw-cut control petroleum products) use and /or spills, the contractor shall comply with the 4. All dimensions from structures are from face of finish of exterior wall. joints for verification of location. following criteria: 5. Any alterations to these drawings proposed in the field for construction WALL VENEER - The contractor shall provide a contact person and telephone number shall be promptly reported to the Landscape Architect for approval prior to 1. All veneer to continue a minimum of 6" below finish grade. for a company experienced in emergency response for containing hazardous material spills. construction. 2. Veneer sample to be provided to Landscape Architect for approval prior to - Absorbent sheets will be used for spill prevention and clean up. Several boxes GRA ®ING NOTES installation, see wall next to baseball field as an example of size, pattern &joints should be located at fuel trucks, storage areas, and in 1. Contractor shall verify all existing grades in the field and report any 4. All mortar joints at field stone walls to be raked back unless otherwise noted maintenance vehicles. Inventories must be maintained as necessary. discrepancies to the Landscape Architect. 5. Any materials not specified in plans should be reviewed with and approved - A reportable spill is defined as a spill of one or more gallons. A 2. Slope away from all buildings by Landscape Architect prior to construction. significant spill is defined as more than ten gallons. 3. Provide vertical curves or roundings at abrupt changes in grade unless GALVANIZED - The contractor shall maintain a list of product names and a materials otherwise noted. blend new earthwork smoothly into existing. RADIUS safety data sheet (MISDS) for all hazardous material products used or 4. All paved areas must pitch to drain at a minimum of 1 % or as shown on GENERAL CONTRACTOR located on site. plans. Non -paved areas must pitch to drain at a minimum of 2 7oor as shown MASONRY - Before a hazardous material is stored, the contractor shall check and on plans. Any discrepancies not allowing postive draiange to occur shall be ensure that: reported to the Landscape Architect prior to continuing work. MATERIAL 1. The material is stored in an approved container. 5. All denuded areas which will be left dormant for more than 30 days shall be HARDWARE 2. The container is tightly closed. seeded with fast germinating temporary vegetation immediately following MAXIMUM 3. The container has the proper warning label. grading of those areas. Selection of the seed mixture shall depend on the time HARDWOOD 4. The container has been inspected for leaks. of year it is applied. Landscape Architect must approve seed mixes prior to MECHANICAL UTILITY NOTES Seeding. HOLLOW METAL 1. Existing utility locations shown are approximate. 6. Backfill at retaining walls must be firee of stones and building material for a MEDIUM 2. Verify locations and depths of all utilities in the field and notify landscape minimum of 24" below finished grade. Coordinate with Landscape Architect. HORIZONTAL architect of any conflicts between layout /grading and utilities prior to MFR MANUFACTURER construction. HP HiGH POINT PHASE I LANDSCAPED A CKAGE Iff, ALBENlARLE COUNTY, VIRGINIA L6.00 Utility Plan L6.01 Irrigation Plan L6.02 Irrigation Plan L6.03 Irrigation Plan L7.10 Sections /Elevations Middle School Play Area L7.20 Sections /Elevations Courtyard L7.40 Sections /Elevations Linear Playground L7.41 Sections /Elevations Linear Playground L8.00 Details Paving and Drainage L8.10 Details Walls and Stairs L8.11 Details Walls, Amphitheater, Sandbox, Raingarden L8.15 Fences, Gates and Handrail L8.30 Planting Details L8.51 Linear Playground Area Equipment Storage Closet L8.70 Field Seating L8.71 Entry Walls S1.00 Structural Notes and Typical Details 100% CONSTRUCTION DOCUMENTS F FAB FABRIC J JT JOINT 0 FFE FINISHED FLOOR ELEV. RAIN LEADER OD OUTSIDE DIAMETER SCHED FIN FINISH K KO KNOCK OUT P FT FOOT, FEET SQUARE PL PLATE W/ FTG FOOTING L L LENGTH STN PNT PAiNT(ED) SUSPEND(ED) LP LOW POINT G GA GUAGE LT LIGHT GALV GALVANIZED R RAD RADIUS GC GENERAL CONTRACTOR M MAS MASONRY MATL MATERIAL H HDW HARDWARE MAX MAXIMUM HDWD HARDWOOD MECH MECHANICAL HM HOLLOW METAL MED MEDIUM HOR HORIZONTAL MFR MANUFACTURER HP HiGH POINT MIN MINIMUM HT HEIGHT MISC MISCELLANEOUS HVAC HEATING /VENTILATING/ MO MASONRY OPENING AIR CONDITIONING MTL METAL I ID INSIDE DIAMETER N N NORTH INCL INCLUD(E), (ED), (ING) NiC NOT IN CONTRACT INSUL INSULAT(E), (ED), (ING), (iON) No., # NUMBER INT INTERIOR INV INVERT RE: NOM NOMINAL REiNFORC(E), (ED), (ING) NTS NOT TO SCALE 0 OC ON CENTER RAIN LEADER OD OUTSIDE DIAMETER SCHED OPNG OPENING STORM DRAIN OPP OPPOSITE P PERF PERFORAT(E), (ED), (ION). SQUARE PL PLATE W/ PLYWD PLYWOOD STANDARD PNL PANEL STN PNT PAiNT(ED) SUSPEND(ED) PSF POUNDS PER SQUARE FOOT TC PSI POUNDS PER SQUARE INCH PT POINT P.O.B. POINT OF BEGINNING R RAD RADIUS RB RUBBER BASE RD ROOF DRAIN RE: REFER TO REINF REiNFORC(E), (ED), (ING) REQD REQUIRED REV REVISION RL RAIN LEADER S S SOUTH SCHED SCHEDUL(E), (ED) SD STORM DRAIN SHT SHEET Sim SIMILAR SQ SQUARE SS STAINLESS STEEL, SOLID W/ SURFACE STD STANDARD STL STEEL STN STAIN(ED) SUSP SUSPEND(ED) T TBD TO BE DETERMINED TC TOP OF CURB TEL TELEPHONE THK THICK(NESS) TOM TOP OF MASONRY TOS TOP OF SLOPE TS TOT' OF STAIR TW TOP OF WALL TV TELEVISION TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VERT I VERTICAL VIF VERIFY IN FIELD I W W WEST, WIDE, WIDTH W/ WITH W/O WITHOUT WD WOOD WL WATERLINE WT WEIGHT MISC. SYMBOLS CENTERLINE IL PROPERTYLINE `� ANGLE PERPENDICULAR DIAMETER ----- I� 1r Submittal Type .. keview and,, e J uy' the commun'ty Deveic.., i ;ent Department Date S ;.-_._..__ File# t Sig a_..__.._._ 408 Park Street Virginia Charlottesville 0 T434.984.1358 434.984.4158 s nbwla CONSULTANTS Structural Engineer gaperAden Associates 8090 Villa Park Drive Richmond., VA 23228 ;304) 264 -2228 ext.12965 www.da.a.com Civil Engineer Cloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP DRA WING ,rmp, COVER SHEET DATE: June 15, 2010 SCALE: DRAWING NUAOER T1*00 i Y I 0- 00 C) C) 04 Li a) N D C; C) 00 NO C%4 D Q- 0 E 0) C 4- C 0 C a) E 0 'Aff 0 oa 0 WE p1rd", 0 wi—Q30, Now"NUM Wim-MM W 11w -7 SPACE 0 O i t. '00e w M in a HOB ce1. m I M 00 M C) (\j 03 PI) 0 0 r /0/00 1 0 '00e (-f) CD LLI 0 0 z U) N r0-L 0 \lil\ \1 r 0 30 60 11.0 NELSON BYRD179,1171" . IS -01 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T 434.9 84.1358 F 434.984.4158 www.nbwla.com CONSULTANTS Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond,, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville,, VA 22903 p: (434) 971-1591 f (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL WAR. CHANGES A3 4/14/10 VECHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A, 6/15/10 VECHANGES 100% CDs '00e w M in a HOB ce1. m I M 00 M C) (\j 03 PI) 0 0 r /0/00 1 0 '00e (-f) CD LLI 0 0 z U) N r0-L 0 \lil\ \1 r 0 30 60 11.0 NELSON BYRD179,1171" . IS -01 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T 434.9 84.1358 F 434.984.4158 www.nbwla.com CONSULTANTS Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond,, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville,, VA 22903 p: (434) 971-1591 f (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VECHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A, 6/15/10 VECHANGES 100% CDs STAMP PROJECT NO.: 0901 DRAWN BY: MS DRAWING TITLE KEY PLAN DATE: June 15, 2010 SCALE: Ito = 60t-0;? DRAWING NUMBER L1,900 A, & & PAVIN(--, S(-.HFDt]LF NTS Za X —X 12'BVC CHANLINK FENCE FREE STANDING WATER FOUNTAIN - BARRIER FREE BI-LEVEL PEDESTAL MOUNT ROUND STAINLESS STEEL N -0" HEIGHT BVC MODEL# GRM45 CHANLINK FENCE L8.15 ) M urdock-Super Secur Toll Free: 800.45.DRINK (800.453.7465) Local. 626.333.2543 Fox. 626-855-4860 A, ------ ------- GARDEN FENCE BASKETBALL GOAL - MODEL# GATE �j 3 4 5 6 7 PROVIDED BY ST. < &L&15 L8.15 L8.15 \W.15 ANNE'S ►ice MR na NTS Q- 00 0 0 N Sri cu C D -0 6 0 N (D a) C- V) --t 0 0 CK 0 V) 11-11 Pr NELSON Structural Engineer Draper Aden Associates 8090 Villa Park Drive Richmond,, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f- (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES D4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY SM DATE: June 15, 2010 SCALE: DRAWING 1,WboMFR 0 C14 C) C 0 a) C^ C O V) 4- C- 0 0 co V) 11-11 OAr 3 3 L7.1 I 12'-0" HT CHA NK L8-15 FENCE, TYP. �L8.— 15 F EN CE, TYP. NLINK 0 N NJ I NE M, 12--D" HT BVC CHAINLINK IMFENCE, TYP. SlIDEWALK, SEE CIIVIL DWGS I 14' -0" HT BVC CHAINLINK L8.15 ) FENCE, TYP. W- A- 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer Draper Aden Assodates 8090 Villa Park Drive Richmond, VA 23228 t ,,804) 2642228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f. (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL PLAY AREA CHANGES A, 4/14/10 VE CHANGES SCALE: 1° = 81-011 95% CDs /^4\ 5/11/10 VE CHANGES 95% CDs A, 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY- MS CHECKED BY. SM DRAWING T= MIDDLE SCHOOL PLAY AREA MATERIALS PLAN DATE: June 15,,2010 SCALE: 1° = 81-011 DRAWING NUMBER L2,01 E 0- 01 C) C) C) C14 cll D C3 C14 V) 0 O—Ar rZ 1 A3 MATCHLINE L2.30 E -- 408 Park Street Charlottesville Virginia 22902 T 434.9 8 4.1358 F 434.9 8 4.4158 www.nbwla.com Structural Engineer Dra perAdex Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f- (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES /3 4/14/10 VECHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A, 6/15/10 VECHANGES 100% CDs STAMP PROJECT NO.: 0901 DRAWN BY. MS CHECKED BY: SM DRAWING TITLE COURTYARD MATERIALS PLAN DATE: June 15, 2010 SCALE: T" = 81-011 Q. N Ld C D —a 0 D M N U N O Q Q U / 0 o• m V) II n r z M J (N W rR n r z M J r N G? O SCALE: 1" = 8' -0" ,ntinue sidewalk here, see civil rgs C1.3 MIN NELSON Y WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 2 29 02 xxm-• Structural Engineer DraperAden Assodates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil. Engineer GTloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES J 4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs 55 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME PROJECT NO.: 0901 DRAWN BY MS CHECKED BY: SM DRAWING TIT7 E GARDEN WA1..eK. MATERIALS PLAN qtr: DATE: SCALE: DRAWING NUMBER June 15, 2010 l" =8' -0 l� 0 N N v i) 3 C> N } a) 0 C- d- 0 i Q U O m %I __j— D L"'A EXISTING BVC CHAINLINK FENCE 1 B 3-6' FROM FINISH GRADE L8.15 BVC CHAINLINK FENCE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6 MOVED OR NE BVCy + + + + + + + + + + + + ` BVC CHAINLINK CHAINLINK FEN E 3' -b" BVC + + + + + + + + + + + + + + + L8.15 GATE -TYPE 3 1 B ' n + + + + + + + + + + + + + + ` / /� CHAINLINK FENCE 1-8.15 r + + + + + + + + + + + + + + + L + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 Z + t + t +- + + t + + + t + + + + + + + t + + + + t + + + t + + - + t t + + + +. + + fi + + t . + t t + + + + + + + . + t + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3+ + + + + + + + + rn t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X N + + + + + + + + + + + + + + + + + + + + + $�. + + + . + + + t + + + + + + + + + + + + + + 3 + + + + + + + + + + + + + + � � + + + . + 1 B VC CHAINtI 1E F CIE � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + -+ + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + +� 1-$•15 1 + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - -- - -- - -- - + + YIC ;` 0 3 + , I o�d ! 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ALL PLAYGROUND EQUIPMENT TO BE RELOCATED FROM EXISTING PLAYGROUND. EXCEPT WHERE NEW EQUIPMENT IS NOTED 2. ADD NOTE FROM L3.40 NELSON BYRDam Elm WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434.984.4158 www. nbwla xom. Structural Engineer Draper Aden Asswates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs + 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A6/15/10 VECHANGES 100% CDs STAMP PROJECT NAME St. Anne's efield School Albemarle County, Virginia PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE LINEAR PLAYGROUND MATERIALS PLAN DATE: June 15, 2010 SCALE: 1 it = 8' -0" DRAWING NUMBER L2,040 r i� 0 co N e-- 0 N C D a a c 3 co J tt� V N C- fl CD M \Y� r / i / / / / / / / SIDEWALK, SEE CIVIL DWGS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . — + --�- -� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9 NELSON Sol BYRD Elm WOLTZ LANDSCAPE ARCHITECTS 408- Park Street t T434.984.1358 F 434.984.4158 www. nbwla xom Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 (434) 293 -7612 NO. Date Issues / Revisions + 1/20/10 + A2 + STRUCTURAL CHANGES 0 4/14/10 VE CHANGES 95% CDs A5/11/10 VECHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + + + + + + + + + + + + + SIDEWALK, SEE CIVIL + + DWGS + + + NELSON Sol BYRD Elm WOLTZ LANDSCAPE ARCHITECTS 408- Park Street t T434.984.1358 F 434.984.4158 www. nbwla xom Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES 0 4/14/10 VE CHANGES 95% CDs A5/11/10 VECHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE MIDDLE • ' PLAYAREA 1 •'- • • DATE: SCALE: DRAWING NUMBER June 15, 2010 1 41 _ 81-011 �1] so I I a C) 0-1 C- D C%4 a) U a) V) 114- C) r) C) CY*- CD co 0 K—A 4 ki . . . . . . . . . . . . . . EAST WING BUILDING + + + + + + +/+ + A- + 4- + + + . . . . . . 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V. . . . . . . . . . . . . . .............. MATCHLINE L3.30 PATH CENTERLINE TO BE PARALLEL WEST TO FACE OF W ES1 WING BUILDING 0 4 8 16 A 5 \ f�I�I�f.Yil�i 11A., WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAdenAssodates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f (434) 293-7612 NO. Date Issues / Revisions A, A2 A3 Mff �.�,M' 3/15/10 4/14/10 A4 5/11/10 5 6/15/10 STAMP PROJECT NAME STRUCTURAL CHANGES VE CHANGES 95% CDs VE CHANGES 95% CDs VE CHANGES 100% CDs St. Anne's T&I -DC"-lfield School County, Albemarle Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY MS CHECKED BY.- SM DRAWING TITLE COURTYARD LAYOUT .1 X. A. JI, DATE: June 15, 2010 SCALE- it# = 8t-011 DRAWfl-4GNUAMFR L3.20 + + t + + a + + 4- + + + 1 1/�B_I7 C1VT11®i WEI + + t + + a- + + + + + + + + + + + -�' a- + + t + + + t + + + + + + + + + -f- + + + + + + + + + + + + + + + + + + T + + + + + t t + ... + + a- + t + + + + + + 4. 1 L3.30 W k• r— r D v N L s 3 O M J 0 t V) 0 Q C, C) V) I--,' 0 Ah . SM . J d✓® 1A10L.e &_I ♦ r r s IL-IN SCALE: V'= 8' -0" D� ,--I M N 0 + + + + ++ + +t + ++ + +t + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f x X x x x X X X X x x x x X X X x x x x x x x x X x X x X x X x X X X X x X X n r—, Z A ca o1 EAST WING TO BE PARALLEL TO FACE OF EAST BUILDING SCALE: V'= 8' -0" I I EDGE OF FIELD EXISTING FENCE -I- x x EDGE OF FIELD -q,m PATH CENTER LINE TO BE PARALLEL TO FACE OF WEST BUILDING MATCHLINE L3.20 �z M o c .® P PA + t + + _ _� T TC + + + + `' + ++ + + + + + ++ + _ _ + + + + + + + + i ` + + + + + + + + + + + ' '� T TC + + + + + + + + + + , + + + + + + + + + + + + ++ + `� + + + + + + + + ++ + + u u + + + + + + + + + + + + + + + + ` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + +y . .; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + t + + + + + + + + + + t t + +-��'�'- + / r + + + + ® r + + t t + + + + + + + + + + + + + + + + + + + + + + + + r /+ + + t } } + 9 + + r + + + + + + + + + t t l + + + + + + + + + + a as + + + + + + + + + +a \ + + + + + + + + + + + + + + + + t + + + + + + l+ + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a a- + + + + i i- + + + + � �� . . t + + t t +. + + $ $ + + t t . .+ t t t + + + + + t + + t t + + + + + + + + + + + + + + + + t t + t t + +• j® + + + + + + + + + + - + + + + t t + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + t t + + t tea} + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ; + + + + + + + + + + + + + + + + + + + + + + + + + + + ` + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ; + + + + + t + + + + + + + + + + + + + + + + F Fy+ + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + T T + + + + y + + + + t t + + + t t + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + +y+ F F + + + + ± + + + 1 + + y + + + + + + + t t + + + + + + + + + t + t t + + + + + + + + + + t + + . . . . + + a. + + + + . + + + + + + t t + + + + 1 + + + + + + a• + + + + + + + + + + + + + + + + t t -I- t t t t + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + - -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + t + + + + + + T 1 + t 1 t + - -F + + + + + + + _ _ + + + t t + t t + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + J + + + + + + + ++ + + ++ + + + + a + + + + t t + + + + + + + i + + t t + + + $ $ t t + +++ + + t t + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + a + + + + + + + + + + t t + + + a- + + + +1+ + + + + + + + + + t t t t + + + + + t t + + + + + + + + + a a! + t + + + T + + + + + + + + + + t t + i i- + + + + + + + + + + + + + + + + + + + + + + + + + T + + T T + + + + + + + + + + + t t +/ + + / r + i- + + + + + + + + + + + + + + + + + + + t t + + + + + + + + t t t + + + + + + + + t t . . t t t t t + + t t + + + + + + + + + + + + + -ry t + t t t /+ + - t + + + + + + t t t + + + + + + + + + + + + + + + + + t 1- / + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + , -�' + + + + , + _ _ _ + + + + -. + + T T + t t 1 1. 1 1 -{' T + -. + + + + + , , , - , + + + + + + + + + + + + + + + + 1 1, + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + r t + + + + ++ + + � �+ + + + + t + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + 1 y y+ + + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + + t t + + + 1 1 + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + + + + + ` ` + ++ + + + + ` + 1 + + + + + + + + + + + + ++ + + + + + +t + + + + ++ + + + + + � ++ + + + + + + + + + + + + + + + +t + + + ++ ++ + + + + + + ++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y + 1 + + + + + y + 1 + + t + t + t + + + + + t t + + + t t a a + + + + + + + + + + + + + + + + 1 L3.30 W k• r— r D v N L s 3 O M J 0 t V) 0 Q C, C) V) I--,' 0 Ah . SM . J d✓® 1A10L.e &_I ♦ r r s IL-IN SCALE: V'= 8' -0" D� ,--I M N 0 + + + + ++ + +t + ++ + +t + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f x X x x x X X X X x x x x X X X x x x x x x x x X x X x X x X x X X X X x X X n r—, Z A ca o1 EAST WING TO BE PARALLEL TO FACE OF EAST BUILDING SCALE: V'= 8' -0" I I EDGE OF FIELD EXISTING FENCE -I- x x EDGE OF FIELD -q,m PATH CENTER LINE TO BE PARALLEL TO FACE OF WEST BUILDING MATCHLINE L3.20 �z M EAST WING TO BE PARALLEL TO FACE OF EAST BUILDING SCALE: V'= 8' -0" I I EDGE OF FIELD EXISTING FENCE -I- x x EDGE OF FIELD -q,m PATH CENTER LINE TO BE PARALLEL TO FACE OF WEST BUILDING MATCHLINE L3.20 iii + + + + + + + + + + + xXx n.XXXxxxX Xxxx r.x+*— xXXXXXXr XXn XX, X X 7bx, X x x X X X X x X X X X x X XX' x X x x x X X x x X X x x X x X x X X X x x x x X X �; X X X X x X x x x x x r x x x x X x X x x x x x x x x X X X X X x X x x x x X x x x X x x X �` X X X x X X X X X X X ` 1 X X X X X X x X�X x x „ X x x X X x X X x X ,� X X x X X x x x } x X X X X X X X x X x X X x X x X X X x X x x X X X X X X x X X x X X X x X X X X X X X x x Xl J X x x X x x X X x x x x X xXx X x x x Xx x X X x X X x x x x x X X x x x X x x X X r XXXXxxXxXXXXXxxXXXX X xxxXXXXXxxxxxxxXxxxXXX X xxxxXX, X x x X X x x X x x x X x x X x x X X X x X X x x x X X x X x X X X X X x X x X X X X x x X x N x x x X X x X X x x x x x x x x — t� LIGHT FIXTURE, TYP. 1 NELSON BE BYRD IBM WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAden Associates 8090 Villa Park. Dave Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 1/20/10 100% CDs / 2 \ 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs / a \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING T1T:i E GARDEN WALK � LAYOUT PLAN {' DATE: June 15, 2010 SCALE: lit _ $1_011 DRAWING NUMBER A3 �z M o c iii + + + + + + + + + + + xXx n.XXXxxxX Xxxx r.x+*— xXXXXXXr XXn XX, X X 7bx, X x x X X X X x X X X X x X XX' x X x x x X X x x X X x x X x X x X X X x x x x X X �; X X X X x X x x x x x r x x x x X x X x x x x x x x x X X X X X x X x x x x X x x x X x x X �` X X X x X X X X X X X ` 1 X X X X X X x X�X x x „ X x x X X x X X x X ,� X X x X X x x x } x X X X X X X X x X x X X x X x X X X x X x x X X X X X X x X X x X X X x X X X X X X X x x Xl J X x x X x x X X x x x x X xXx X x x x Xx x X X x X X x x x x x X X x x x X x x X X r XXXXxxXxXXXXXxxXXXX X xxxXXXXXxxxxxxxXxxxXXX X xxxxXX, X x x X X x x X x x x X x x X x x X X X x X X x x x X X x X x X X X X X x X x X X X X x x X x N x x x X X x X X x x x x x x x x — t� LIGHT FIXTURE, TYP. 1 NELSON BE BYRD IBM WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAden Associates 8090 Villa Park. Dave Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 1/20/10 100% CDs / 2 \ 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs / a \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING T1T:i E GARDEN WALK � LAYOUT PLAN {' DATE: June 15, 2010 SCALE: lit _ $1_011 DRAWING NUMBER A3 xXx n.XXXxxxX Xxxx r.x+*— xXXXXXXr XXn XX, X X 7bx, X x x X X X X x X X X X x X XX' x X x x x X X x x X X x x X x X x X X X x x x x X X �; X X X X x X x x x x x r x x x x X x X x x x x x x x x X X X X X x X x x x x X x x x X x x X �` X X X x X X X X X X X ` 1 X X X X X X x X�X x x „ X x x X X x X X x X ,� X X x X X x x x } x X X X X X X X x X x X X x X x X X X x X x x X X X X X X x X X x X X X x X X X X X X X x x Xl J X x x X x x X X x x x x X xXx X x x x Xx x X X x X X x x x x x X X x x x X x x X X r XXXXxxXxXXXXXxxXXXX X xxxXXXXXxxxxxxxXxxxXXX X xxxxXX, X x x X X x x X x x x X x x X x x X X X x X X x x x X X x X x X X X X X x X x X X X X x x X x N x x x X X x X X x x x x x x x x — t� LIGHT FIXTURE, TYP. 1 NELSON BE BYRD IBM WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAden Associates 8090 Villa Park. Dave Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 1/20/10 100% CDs / 2 \ 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs / a \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING T1T:i E GARDEN WALK � LAYOUT PLAN {' DATE: June 15, 2010 SCALE: lit _ $1_011 DRAWING NUMBER A3 STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING T1T:i E GARDEN WALK � LAYOUT PLAN {' DATE: June 15, 2010 SCALE: lit _ $1_011 DRAWING NUMBER A3 • cv D Z5 D S 0 U N s V) i Q i 0 ffi VA n r- -7 M W i n r z M w 0 + + + + + + + + + + + + + + + + EAST WING TO BE PARALLEL y P+1 BUILDING TO FACE OF EAST VE CHANGES WING BUILDING + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 41' 22' -0" 8' -{1` 6-5-- -1 1 " . + + + + + + + + + + + + + + + -6" N - + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + +++�++++++++++++ ++ ++ ++ +1 +++++++++++ ++} }}++} + + + + + ++}}++ + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + ++ + + + + +24' # lir } } } } + - + + + + + + + + + 4+ +++ + + + + + + + + + + ++ _ + + + + + + + + +- + + + + + + + + j ? + + + + + + + + — + + . ..................... + + ... + + + + + + + + + + + + + + + + + + + + + - - '........'.'...'.'......'..'. + - + O + + + + + + + + + + ..... + + + + + + + + + + + - — + + T + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + . + I. + + + + + + : : : : : :: + + + + + + + + + � + + + + + + + + ..: :::...: :: . : . :_... : :s :. : + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + x II - EQUIP. STORAGE SEE L8.51 7-9' N..'......'.'.'.'.'...' :.'..: ' F + _fffMAThrff1TnfffI--- n li 14- + + + / + IGN TREES, TYP. Q 1 I 2� 7" + N L ro, 5 - a 3. -0' ,- 90 A X x X X X x X X X X x " x x X x x X X DD X x X X X X x x x x x x x x X x: X x x X x x x x x x x X x X x X X X X X X x X x X x X X x x x x x x X x X x x X X X x x X X x x x x X X X X X X x X X X x X x X x x X x x l X X x X x x X X X x x x x x x X X X X x x x x X x X X x x x X x x X X X X X X x x x x x x x x X x X x x X X x x X x X x X X X X x x x X X x x " X X x X X X �'� X X X x x X x x X X X X x x x X X X x X x x x x x X X X X X X X X X X x x x x x X x x x x X X X x X X x X X X x X x x x x X x X X x X x X X X X x X X X x x X X X X x x X X X x X x X x x X x X X X X x X X X X x X X x x x x x X X x X X x x X x x x X x X X x X x X x x x x X x X X X X X x. X X X x X X X X X x x x X C1)+ x X X X X x x X x x X x X x x X X X x x X x x X x x x X X x x X X x X X X x 00 X X x X x X X X X X Y x x X X X x x X X X X x X X x X x x x x X X X X X X t- x X x X x x X X o� X X X X X X X X X X x > X X X X v X x � X X x x x X x X X x X x X X. X X X x X X X x X X X (� Y X X x X X u X X X x X x X x 1 LINEAR PLAYGROUND - - SCALE: 7" = 8' -0" a C 1 -1011 x + x ............... ........... + w IM + + w 1/20/10 + A3/15/10 EAST WING TO BE PARALLEL y P+1 BUILDING TO FACE OF EAST VE CHANGES WING BUILDING / `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 ....... z + 100% CDs N - W + " '...'. :... :......... ... . ..................... ... + . + ............ _ ....................... ............................... _.... ......' ........ . ' ........ ':' ........... .� _ .. _ ..................w'. ........ '........'.'...'.'......'..'. .... ..'...'...'.'.'.'.' '..'.'.'.'....' .'.'..'..... '..'... '....'..'..................'... ':. ... . _.a ............................ .. . ........... ... :. .:':'::': .:::.:.... . . ..... — ... .... . + - : ` . :: : : : : : : : :: : ' .'.'.' . ...' . . ........... ... .. . ..: :::...: :: . : . :_... : :s :. : w - x a C 1 -1011 x + x ............... ........... + w IM + + w L3.40 / SCALE: 1 "= 8' -0" MATCHLINE 2 / L3.30 MATCHLINE 2 / L3.30 N • NOTE: PLAYGROUND EQUIPMENT LAYOUT SHOWN FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR TO WORK WITH PLAYGROUND MANUFACTURER/ SUPPLIER TO VERIFY CONDITION OF EQUIPMENT, FALL ZONES, HEIGHTS, AND FINAL LAYOUT OF EQUIPMENT PER APPLICABLE PLAYGROUND SAFETY STANDARDS 408 Park Street Charlottesville Virginia 22902 Structural Engineer Draper ..Aden .Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 £: (434) 293 -7612 NO. Date Issues / Revisions A, 1/20/10 + A3/15/10 EAST WING TO BE PARALLEL y P+1 BUILDING TO FACE OF EAST VE CHANGES WING BUILDING / `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 ....... z + 100% CDs N - W " '...'. :... :......... ... . ..................... ... . :..::: ':::::::::: ............ _ ....................... ............................... _.... ......' ........ . ' ........ ':' ........... .� _ .. _ ..................w'. ........ '........'.'...'.'......'..'. .... ..'...'...'.'.'.'.' '..'.'.'.'....' .'.'..'..... '..'... '....'..'..................'... ':. ... . _.a ............................ .. . ........... ... :. .:':'::': .:::.:.... . . ..... — ... .... . ... ' - : ` . :: : : : : : : : :: : ' .'.'.' . ...' . . ........... ... .. . ..: :::...: :: . : . :_... : :s :. : w N..'......'.'.'.'.'...' :.'..: ' ....... , L3.40 / SCALE: 1 "= 8' -0" MATCHLINE 2 / L3.30 MATCHLINE 2 / L3.30 N • NOTE: PLAYGROUND EQUIPMENT LAYOUT SHOWN FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR TO WORK WITH PLAYGROUND MANUFACTURER/ SUPPLIER TO VERIFY CONDITION OF EQUIPMENT, FALL ZONES, HEIGHTS, AND FINAL LAYOUT OF EQUIPMENT PER APPLICABLE PLAYGROUND SAFETY STANDARDS 408 Park Street Charlottesville Virginia 22902 Structural Engineer Draper ..Aden .Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 £: (434) 293 -7612 NO. Date Issues / Revisions A, 1/20/10 Qj A3/15/10 EAST WING TO BE PARALLEL y P+1 BUILDING TO FACE OF EAST VE CHANGES L3.40 / SCALE: 1 "= 8' -0" MATCHLINE 2 / L3.30 MATCHLINE 2 / L3.30 N • NOTE: PLAYGROUND EQUIPMENT LAYOUT SHOWN FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR TO WORK WITH PLAYGROUND MANUFACTURER/ SUPPLIER TO VERIFY CONDITION OF EQUIPMENT, FALL ZONES, HEIGHTS, AND FINAL LAYOUT OF EQUIPMENT PER APPLICABLE PLAYGROUND SAFETY STANDARDS 408 Park Street Charlottesville Virginia 22902 Structural Engineer Draper ..Aden .Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 £: (434) 293 -7612 NO. Date Issues / Revisions A, 1/20/10 Qj A3/15/10 EAST WING TO BE PARALLEL y CHANGES BUILDING TO FACE OF EAST VE CHANGES WING BUILDING / `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 z 100% CDs N W " '...'. :... :......... ... . ..................... ... . :..::: ':::::::::: ............ _ ....................... ............................... _.... ......' ........ . ' ........ ':' ........... .� _ .. _ ..................w'. ........ '........'.'...'.'......'..'. .... ..'...'...'.'.'.'.' 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CONTRACTOR TO WORK WITH PLAYGROUND MANUFACTURER/ SUPPLIER TO VERIFY CONDITION OF EQUIPMENT, FALL ZONES, HEIGHTS, AND FINAL LAYOUT OF EQUIPMENT PER APPLICABLE PLAYGROUND SAFETY STANDARDS 408 Park Street Charlottesville Virginia 22902 Structural Engineer Draper ..Aden .Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 £: (434) 293 -7612 NO. Date Issues / Revisions A, 1/20/10 \ —PATH CENTER LINE A3/15/10 EAST WING TO BE PARALLEL y CHANGES BUILDING TO FACE OF EAST VE CHANGES WING BUILDING / `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 z 100% CDs N W L3.40 / SCALE: 1 "= 8' -0" MATCHLINE 2 / L3.30 MATCHLINE 2 / L3.30 N • NOTE: PLAYGROUND EQUIPMENT LAYOUT SHOWN FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR TO WORK WITH PLAYGROUND MANUFACTURER/ SUPPLIER TO VERIFY CONDITION OF EQUIPMENT, FALL ZONES, HEIGHTS, AND FINAL LAYOUT OF EQUIPMENT PER APPLICABLE PLAYGROUND SAFETY STANDARDS 408 Park Street Charlottesville Virginia 22902 Structural Engineer Draper ..Aden .Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 £: (434) 293 -7612 NO. Date Issues / Revisions A, 1/20/10 1007 CDs A3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs / `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP DRAWING'ITI'LE LINEAR F PLAYGRO�` LAYOUT PLAN DATE: June 15, 2010 SCALE: 1" = 81 -0" DRAWING NUMBER 4d,�X i1 a CN r— r-- C) N v D v C LOJ cn U N V) / 0 Q U / C7 CD V) POW + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X x + + + + + + + + . + + + + + + + + + + + + + x x x x x x x x x x x x x x x x x x x x x x x x x x x x x + + + + + + + + + + + + + + + + + + + + + x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x + + + + + + + + + + + + + + + + + + + + x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xj —.x X x x x X x x x �x x x x x x x x x x x x x x x x x x x x x x x x x x x x + + + + + + f 1 + + + i + + + + + + I + + + x x x x x x x x x �x x x 'x— x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x + + + + + + + + + + + + + + + + + + + + + + X x x x x x x x x x x x x ww++ x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x' x x x x x x x x x x x x x x x x x x A x x + + + + + + + + + + + + + + + + + + + + + 4 x x x x x x x x x x x x x x x x x x x x x x r, x x x x x x x x x x x x x x x x x x x x x x x x t°i" ` x x + + + 1 + + + + + + + + + + + + + + + + + /� D x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �Lx G�P x x x \ X x x x x x —x x x x x x x x x x x x u ., x x x x x x x x x> x x x x x x x x x x x x x x x x x x x x x x x x x e + + + + + + % i + + I + + + + + + Im x x x x + + x x + x x - V++ + + + �/ x i� x x x G x T.� x x + x x x D x x + ,- + + GjP x x x x x x e` x x x G x x x x + ++ + -� + + + + + + x x x x x x xx x x x x x x x x x x x + + + + + + + + + + + + + + x x x x x + + + + + + + + + r, x x x x x x x x + + x x + + v x x ' x x x x �' x x x : �f x + + + + x x x x x x x x x + + + + x x x X x x x x x x x u x x x x x x x 1' -' -: :: ".;:...... .-:'. ::; :; : :,...;.; :.; ..:- +� +,. +.a. +., - + ++ �y +.�.,+ + + + + "No , + + + + + + + + + + '\4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1/20/10 + A3/15/10 1+ + + + + + + + + + + + + + + + + + ++ 4- + A-+, 95% CDs / 4 A + + + + 1. + + + + + 6/15/10 VE CHANGES + 100% CDs + + + + + + + + + + + + + + + + + + + + + + + + - + + ++ X X X X X X X X X X X X X X XX .. 0 4 8 16 408 .o T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer DraperA.derc Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeci er Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions Z�N 1/20/10 100% CDs A3/15/10 CHECKED BY. STRUCTURAL + 4- VE CHANGES 95% CDs / 4 A 5/11/10 VE CHANGES 95% CDs / 5 \ 6/15/10 VE CHANGES 100% CDs + + o + + + +- + + + + + + + + + + + + + + + + + + + + + + + X X X X X X X X X X X X X X XX .. 0 4 8 16 408 .o T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer DraperA.derc Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeci er Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions Z�N 1/20/10 100% CDs A3/15/10 CHECKED BY. STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs / 4 A 5/11/10 VE CHANGES 95% CDs / 5 \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. 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MS CHECKED BY SM i s,RAW1 NG TME 1DT"N G -Ark-"EN WALK GRADING PLAN DATE: June 15, 2010 SCALE: lit = 81-01' DRAWING NUMBER , I I I I , I 10'e 5+jjt� - � , I � / / 11 I M\SA8090ACAM045he 1ACD $&I\U4G.dwg -- Wed—doyJ,N 14,2010,3:11 pm N\ ( - � CONCRETE WALL AT ENTRY SCALE: 1/8" = V-9' NELSON 4 408 Park Street D 10- 0- L-0 LO �i 6 3 04 C- D a) O a) Nr a) 4- 4- a) a) C- V) O 0 a, 0 ezl V) rA 0 2 r !Z Z M mmm SCALE: I"= 8'-U' r~\ /-1 / I VF I 1z M 2111 Sul W 1 F M 1,91,4 MATCHLINE 2 / L4.30 MATCHLINE 2 / L4.30 0 4 8 16 NELSON I:i97�7 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434. 9 84. 4158 www.nbwla.com Structural Engineer Dra perAden Associates 8090 Villa Park Drive Richmond,, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f- (434) 293-7612 NO. 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Date Issues /Revisions 2& 1/20/10 100% CDs 2\ 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs (5 l 6 /15/10 VE CHANGES 100% CDs STAMP DFAWINGMIE LOWERENTRANCE LAYOUTAND GRADING PLAN DATE: June 15, 2010 SCALE: 1" = 8° -0" DRAWTNGNUMBER . VIM, I�IAV 0 10 Ld Z I< x MEET FIELD 638.0 CROSS WA�f, TYP. co FIELD GS Xv SEE CIVIL)DRAWIN ALIGN FIELD LIGHT FIXTURE, TYP. SEATING WALKWAY Ilk, MEET FIELD 636.0 x MATCHLINE,�SEE L8.70 - — — — — — I — ._ ®® — — — — — — — --- - - NL NELSON on BYRD HE WO LT Z LANDSCAPE ARCHITECTS 408 Park Street hatlotte-s-ville Virginia 22902 T434.984.1358 F 434. 9 84. 4158 www.nb a.corn Structural Engineer Dra 'perAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804)'264-2228 ext. 12965 www.daa.c ®m Civil Engineer Gloeckner Engineering/Surveying Inc, 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f.- (434) 293-7612 NO. Date Issues / Revisions A, 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NMM, St. Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING Tn*IE FIELD SURROUNDS GRADING/LAYOUT PLAN DATE: June 15, 2010 SCALE: 1" = 161 -0" DRAWING NMOER ch L A N r- LO _O O N rri m D , , LO �r J -e— U V) _qr O Q O 0- C) m Q �t�lds' ►'�`�i+a���A l �r` � w i '��Tt►�.r�! ! ,<. 117 !R zm - �/ ^� �i►�v,�•���.�l0..t�� t��t� ��o ►i � 11�, i1.�1f ir �1 Noe iO - - T T ' 'dj�OvC1�s �t�0�r- ©rwOcr. t�4��►.� A�'�Q 'w!�j�I►�:Ot�r:4s+r.E�'i�i0t�r. �r.00 �f�0ot�0oQ��F!"00 00 v.© a_�w�:Q, @� ©�Q:Q�i'��r����OQ� - -- �`•�■� ��ii■ai■'li©'�i' f ' I / I r r !� rrt rrr rrr rrr rrr rrr 4rrrr rrr I I rrtrrirjrjrrrrrrrj . lJrjrr I r tr rri rif ref rri rrr rrr r� rrrr' /r rrr rj1 r1 rrj / r 4rjri rrrr;�r4rij r� rrirri rri rr ,lrr('rrf rrrt / ° I rrr jr rr jr rr r; rr rr jr jr f ' rr f jr . 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ALK AY I T' �i � 14'-0" a 1- r r r r j r / J r r r i J r ( J / r j . r rr rr jr r ( r r r �' r r r r r - r : r ' r r -t- : r - r + F , ,r r t I r r r, r. �� r' r r rrj r r r j r r j !� r, r, .... r � � �- I r r r ` ri rrj ''rri rrj tr ri rr � rrj rr rr rr e 4 ®, , \ I I r'r ' ' 'rrrr rrrrrrrrr O \ rrr rrr rrr jrrr I rjrr jrr jr rrj rrj , w ! rr �> rr !J ri rr ri r4rr rr rr rr rr rr rrr r r, rr, r rr rr --� I rrrrr � r'rrrrr : rrjrrr f f rrr / rr rrr jrr jj rjr rjrr j rr J I rr rrJ rri / rrrr jr fjr'r'rr r j j jr /rrr , I rr, riJ rrj , I I I / r 637.61 374' i �((::)r rrr r � � r� rir rr jrrr! 1 I rrr rrr !Jr'rr r - 4 _ rrr f r rJr rrr � 1 _` _ + / / ki r ' yn r, jJ / /r r r\ r 1 44 F— LIGHT FIXTURE, TYP. III O I 4Ni I I , 0 • i I w xx x\ I 1 ; irr rjr jjr ij� 1 r xxx >k x% x x� x irirrrj' U- xx x rxx r j � x x I 'rr /JrrjJtr Z x 511 - / I rj, rir irr r;, ,/ x xKx xxx x�x, `=` (�)) x x x x x x x x x x x x x x x x x x x r rr r� /r(rrrr xxxxxx ,� x xxxxxx % %x ,`,,xxx Tx -� ,xx% xxxxx —x -x ;4 i rr /- I j,.r.rrrjrr;`xxxxxxx %xxx xxxx , - f x •/ r r �f ,1 , rJ j jrj / ,/''� rlJr >irrr`!i j jr7'� 1�,Mxxxxxx xxxxx x,�x xx I' \ r r, jJJ ! = xxxxWx T i 'rrJ rJ r %J r x% x x x x x x x x t rj j x x I I C� 0 + + I+ + + + + + + + 1 I X + + + } + + + + + + / + +' + r + + + + t + + + t + + } + + + + + + + + + + ++ + + + + + + + ++ + + + + + + + T + + + + + + } ++ + + + + + + + ++� ++ + + + + + + + + + + + + + y + + + + + y+ + i y + + + + + + ++ } + + + + + + + + + + + + + ++ + T + + + +� y + + F + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + _ - LO LU J � � LIJ V) Li.1 / Z r QI �I I Y + \i i l 14 + , t H 92' -62" Y,4 0' -0" / 40, rr rr rr r rf r/ rrr 14'-5-' l r r r 2 r; rr rr ' Y + l r,� ri + 4! ::..:ii rr jrf rrr rr /r rrj�rt r4rrr i irr r, rrr lrrr r 4 V � r rr /Jrr. Ali Jr r '4 41 WALKWAY 3'-9" 4 Ali + + + + } + + + + + +y tom+ +T+ + + + + + + +��''+'''�� +��+.+ + + } + } + + + �. + +G + + + + + + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + cj� 64� + + + + + + ++ + + + + + ++ 4 + + ++ ++ 4 + + + + + ++ + + + + + +++++++++ + + + + + + ++ + + ++ ++ + + + ++ + + + + ++ + + ++ + + + + + ++ + + ++ + + + + ++ + + ++ + + + + ++ + + ++ + / 4 4 4 444 + } + + + + + + +X 3 + + + + rrrrr /Jr rr rr , { r /rrr rrr rr trrr rrl rr + + + + + ++++++ r rr rr rr rJ I r l r rr rr tr 4. "j + + + + + + + + + + j , Jr rjr rjrr rjr f I Jr rrr rj rtj rlrj rrrr + ++ + LIGHT FIXTURE TYP. rr I f ' rrr . /j; rj f + + + , 4r rrrrr + + + + + ++ + + r + t + + + + + + + + ++ + + + 4.5' WIDE CONCRETE WALK + + + + + ++ + + ++ + + ++ + e + +iy + + + rrrrrr!f�r + + + + ++ + + + + + +. + + + + I I / r 637.61 374' i �((::)r rrr r � � r� rir rr jrrr! 1 I rrr rrr !Jr'rr r - 4 _ rrr f r rJr rrr � 1 _` _ + / / ki r ' yn r, jJ / /r r r\ r 1 44 F— LIGHT FIXTURE, TYP. III O I 4Ni I I , 0 • i I w xx x\ I 1 ; irr rjr jjr ij� 1 r xxx >k x% x x� x irirrrj' U- xx x rxx r j � x x I 'rr /JrrjJtr Z x 511 - / I rj, rir irr r;, ,/ x xKx xxx x�x, `=` (�)) x x x x x x x x x x x x x x x x x x x r rr r� /r(rrrr xxxxxx ,� x xxxxxx % %x ,`,,xxx Tx -� ,xx% xxxxx —x -x ;4 i rr /- I j,.r.rrrjrr;`xxxxxxx %xxx xxxx , - f x •/ r r �f ,1 , rJ j jrj / ,/''� rlJr >irrr`!i j jr7'� 1�,Mxxxxxx xxxxx x,�x xx I' \ r r, jJJ ! = xxxxWx T i 'rrJ rJ r %J r x% x x x x x x x x t rj j x x I I C� 0 + + I+ + + + + + + + 1 I X + + + } + + + + + + / + +' + r + + + + t + + + t + + } + + + + + + + + + + ++ + + + + + + + ++ + + + + + + + T + + + + + + } ++ + + + + + + + ++� ++ + + + + + + + + + + + + + y + + + + + y+ + i y + + + + + + ++ } + + + + + + + + + + + + + ++ + T + + + +� y + + F + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + _ - LO LU J � � LIJ V) Li.1 / Z r QI �I I Y + \i i l 14 + , t H 92' -62" Y,4 0' -0" / 40, rr rr rr r rf r/ rrr 14'-5-' l r r r 2 r; rr rr ' Y + l r,� ri + 4! ::..:ii rr jrf rrr rr /r rrj�rt r4rrr i irr r, rrr lrrr r 4 V � r rr /Jrr. Ali Jr r '4 41 WALKWAY 3'-9" 4 Ali + + + + } + + + + + +y tom+ +T+ + + + + + + +��''+'''�� +��+.+ + + } + } + + + �. + +G + + + + + + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + cj� 64� + + + + + + ++ + + + + + ++ 4 + + ++ ++ 4 + + + + + ++ + + + + + +++++++++ + + + + + + ++ + + ++ ++ + + + ++ + + + + ++ + + ++ + + + + + ++ + + ++ + + + + ++ + + ++ + + + + ++ + + ++ + / 4 4 4 444 + } + + + + + + +X 3 + + + + rrrrr /Jr rr rr , { r /rrr rrr rr trrr rrl rr + + + + + ++++++ r rr rr rr rJ I r l r rr rr tr 4. "j + + + + + + + + + + j , Jr rjr rjrr rjr f I Jr rrr rj rtj rlrj rrrr + ++ + LIGHT FIXTURE TYP. rr I f ' rrr . /j; rj f + + + , 4r rrrrr + + + + + ++ + + r + t + + + + + + + + ++ + + + 4.5' WIDE CONCRETE WALK 1 44 F— LIGHT FIXTURE, TYP. III O I 4Ni I I , 0 • i I w xx x\ I 1 ; irr rjr jjr ij� 1 r xxx >k x% x x� x irirrrj' U- xx x rxx r j � x x I 'rr /JrrjJtr Z x 511 - / I rj, rir irr r;, ,/ x xKx xxx x�x, `=` (�)) x x x x x x x x x x x x x x x x x x x r rr r� /r(rrrr xxxxxx ,� x xxxxxx % %x ,`,,xxx Tx -� ,xx% xxxxx —x -x ;4 i rr /- I j,.r.rrrjrr;`xxxxxxx %xxx xxxx , - f x •/ r r �f ,1 , rJ j jrj / ,/''� rlJr >irrr`!i j jr7'� 1�,Mxxxxxx xxxxx x,�x xx I' \ r r, jJJ ! = xxxxWx T i 'rrJ rJ r %J r x% x x x x x x x x t rj j x x I I C� 0 + + I+ + + + + + + + 1 I X + + + } + + + + + + / + +' + r + + + + t + + + t + + } + + + + + + + + + + ++ + + + + + + + ++ + + + + + + + T + + + + + + } ++ + + + + + + + ++� ++ + + + + + + + + + + + + + y + + + + + y+ + i y + + + + + + ++ } + + + + + + + + + + + + + ++ + T + + + +� y + + F + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + _ - LO LU J � � LIJ V) Li.1 / Z r QI �I I Y + \i i l 14 + , t H 92' -62" Y,4 0' -0" / 40, rr rr rr r rf r/ rrr 14'-5-' l r r r 2 r; rr rr ' Y + l r,� ri + 4! ::..:ii rr jrf rrr rr /r rrj�rt r4rrr i irr r, rrr lrrr r 4 V � r rr /Jrr. Ali Jr r '4 41 WALKWAY 3'-9" 4 Ali + + + + } + + + + + +y tom+ +T+ + + + + + + +��''+'''�� +��+.+ + + } + } + + + �. + +G + + + + + + + + + + + + ++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + cj� 64� + + + + + + ++ + + + + + ++ 4 + + ++ ++ 4 + + + + + ++ + + + + + +++++++++ + + + + + + ++ + + ++ ++ + + + ++ + + + + ++ + + ++ + + + + + ++ + + ++ + + + + ++ + + ++ + + + + ++ + + ++ + / 4 4 4 444 + } + + + + + + +X 3 + + + + rrrrr /Jr rr rr , { r /rrr rrr rr trrr rrl rr + + + + + ++++++ r rr rr rr rJ I r l r rr rr tr 4. "j + + + + + + + + + + j , Jr rjr rjrr rjr f I Jr rrr rj rtj rlrj rrrr + ++ + LIGHT FIXTURE TYP. rr I f ' rrr . /j; rj f + + + , 4r rrrrr + + + + + ++ + + r + t + + ++ + ++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + 17-711 / ++++++++ + + + + + + + + + + + + r + + + + + + ++ + + ++ + + + X + + + + + + + +++ + + + + + + + + + rr x %x X4xxxx XX x xxX "+x/ xxx xxx xxxx \11;xI,M„ xxx rrr 'rJrr rir ��++ J % j + + + + + ++ + + + + + 1 7 1 0" +---- + + + 7 -9 + + ++ + + + + + + + + ++ + + + + + ++ + + + + ++ ++ ++ ++ + + + + + + + + 4 + ++ ++ + + + ++ ++ x4 x x x x x X x x x x // x x x X x + + + + + + + /\ ,� x X x x x x x x x x x x x x / i ,, /, \\ x ++ + + + ++ + ++ ++ ++ ++ r' + + + + + + + ++ + + + 1 r j r rr.xx xxxx xxx :-- xxxx x xxxxx` xxxx x x , \1 - /� xx% x + + �� rrjrrfrr`r rr xx x xxxxxx xxx xx xxxx xxxx x xxxxxx -; ', /% x +'+ + + + + + + + + + y + + + + + ' xxxx + + + + xxxxx xxxxx /4 I !< //, x% +T +'+ + +++ + y + + '% \\� + + + + + + + + + + + + ' x x x x x x 1 1 + + + + + + + + + + 1 + + + _ t + + + + + + + + /� /ntililllll\ + + + ++ 4+ ++ + + ++ + + + + ++ OrT, "V1 I BYRDHis Tz 0 WOLTZ LANDSCAPE ARCMITECTS 408 Park Street Virginia i T 434.9 8 4.1358 F 434.984 ® 4158 www.nbwla.com Structural Engineer Dr perAden.Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs 4 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs 5/11/10 VE CHANGES 95% CDs 5 \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St® -Anne's Bel field chool Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAM BY: MS CHECKED BY: SM DRAWING TITLE LAYOUT PLAN " DATE: June 15, 2010 SCALE: l" —16' -011 DRAWING NUMBER + + + + + + + + ++ + + + 4.5' WIDE CONCRETE WALK + + + + + ++ + + ++ + + ++ + e + +iy + + + rrrrrr!f�r + + + + ++ + + + + + +. + + + + r / r r / r t + + - - -- _ __, r r'::: r r r + + + + ' Q:r`rrrrrr;rrr' / /r''r frr`rr + ++ + }' + + + + + + + + ++ + + + y\ + r r t r r + / + + ++ + -:: r rJ rr; ! j ' ' r � , rr rr - -:: + + + + �+ + + + X + + + + + f - , r 40' -0' + + + ++ + ++ + ++ + + ++ + rr rr r r rr f rr rrr + + + CROSS WALK, TYP., SEE CIVIL DWGS + ++++++ / + + + + + ++ 4 � �ti + + + + + + + ++ + ++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + 17-711 / ++++++++ + + + + + + + + + + + + r + + + + + + ++ + + ++ + + + X + + + + + + + +++ + + + + + + + + + rr x %x X4xxxx XX x xxX "+x/ xxx xxx xxxx \11;xI,M„ xxx rrr 'rJrr rir ��++ J % j + + + + + ++ + + + + + 1 7 1 0" +---- + + + 7 -9 + + ++ + + + + + + + + ++ + + + + + ++ + + + + ++ ++ ++ ++ + + + + + + + + 4 + ++ ++ + + + ++ ++ x4 x x x x x X x x x x // x x x X x + + + + + + + /\ ,� x X x x x x x x x x x x x x / i ,, /, \\ x ++ + + + ++ + ++ ++ ++ ++ r' + + + + + + + ++ + + + 1 r j r rr.xx xxxx xxx :-- xxxx x xxxxx` xxxx x x , \1 - /� xx% x + + �� rrjrrfrr`r rr xx x xxxxxx xxx xx xxxx xxxx x xxxxxx -; ', /% x +'+ + + + + + + + + + y + + + + + ' xxxx + + + + xxxxx xxxxx /4 I !< //, x% +T +'+ + +++ + y + + '% \\� + + + + + + + + + + + + ' x x x x x x 1 1 + + + + + + + + + + 1 + + + _ t + + + + + + + + /� /ntililllll\ + + + ++ 4+ ++ + + ++ + + + + ++ OrT, "V1 I BYRDHis Tz 0 WOLTZ LANDSCAPE ARCMITECTS 408 Park Street Virginia i T 434.9 8 4.1358 F 434.984 ® 4158 www.nbwla.com Structural Engineer Dr perAden.Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs 4 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs 5/11/10 VE CHANGES 95% CDs 5 \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St® -Anne's Bel field chool Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAM BY: MS CHECKED BY: SM DRAWING TITLE LAYOUT PLAN " DATE: June 15, 2010 SCALE: l" —16' -011 DRAWING NUMBER STAMP PROJECT NAME St® -Anne's Bel field chool Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAM BY: MS CHECKED BY: SM DRAWING TITLE LAYOUT PLAN " DATE: June 15, 2010 SCALE: l" —16' -011 DRAWING NUMBER DRAWING TITLE LAYOUT PLAN " DATE: June 15, 2010 SCALE: l" —16' -011 DRAWING NUMBER 17.0 0 LO C3 N D C CD -0 CS LO V) 4- -C r) 0 a- O V) VA 5 PLATANUS ACERIFOLIA 'BLOODGOOD' i _, "W) , 11 0 4 8 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer Dra perAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f- (434) 293-7612 NO. 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Date Issues / Re-visions A 1 /20/1 0 100% CDs 2 A 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP I PROJECT NAME PROJECT NO.: 0901 DRAWN BY- MS -D-,7-- ; CHECKED " 1 SM DRAWING TITLE I - 11 , � � � � COURTYARD PLANTING PLAN 1 ,�, 1, ,- iil q ill� ., DATE: June 15, 2010 SCALE: 1 " = 8'-9' 49,&W . 3, � � [1 C14 _ C5 _ 0 ry L6 _ | _ rA SCALE: l"=8�a' V+ + + + + + + + 4 + 4- + + + + + + + + + + + + + + /I 9x X), + + + + A+4 234 NARCISSUS 'MAR/EKE' @ 4/5 BULBS PER SQ.FT. PERENNIAL MIX 15 (R) PEROVSKIA ATRIPLICIFOLIA 10 (F) ASTER x FRIKARTII'MONCH' PERENNIAL MIX ARE ITE Mi 12 HYDRANGEA QUERCIFOLIA � vl )X x x Ix ), Y, x X X X 00 Structural Engineer Dra perAdeflAssodates 8890 Villa Par].-- __~^~^-~^^d~ ,^^2~~2~ (80A) 264-2228 ext. 12965 www.duma'cotzz Civil Engineer Gloeckner __g_-__-_-�"_~_'_�-~�In~ 508 Dale Ave. Suite A Charlottesville,, VA 22903 p: (434) 971-1591 f- /434>293-7612 NO. Date Issues / Revisions 1/20/ 10 100% CDs �\ ++ STRUCTURAL --- CHANGES �� 4/14]10 VECHANGB --- 95% CDs A41 ��ll/�B ~' ''' ~ VE��HAN��B 95% CDs �\ ��l�/]� ~~.�, ~ VE��HAN{�ES ��� 100% CDs ++++ +++++ +++ ++ ++ +++++++++ ++++++ ++ +++++++++ + ++ + + + + + + + ++ + + + + + + + ++ + + + + + + + +++++++++ '++++++++. +++++++++ +++++++++ +++++++++ ++++++++ +++++++++ + ++ +++ + + + - + + + ++ + + + + +++++++++ ++++++++++ + ++ +++ + + + +++++++++.+ ++++++++++ ' + + + + ++ + + + + + + ++ +++ + + + , + + + + + ++ + + + ~ , + + + ++ +++ + + + + + ++ + + + + + ++ + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + ++ ++ + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + , + + + + + ++ + + + + + + + + + + + + . + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + .+ +++ + + + + + + + + + +�. + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + ... + + + + + + '+++ + ++ +++ ++ + + + ++++ ++ ++ + + ++ + + + + +++ +++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + ++ + + + ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + ++ + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + +(+ + SCALE: l"=8�a' V+ + + + + + + + 4 + 4- + + + + + + + + + + + + + + /I 9x X), + + + + A+4 234 NARCISSUS 'MAR/EKE' @ 4/5 BULBS PER SQ.FT. PERENNIAL MIX 15 (R) PEROVSKIA ATRIPLICIFOLIA 10 (F) ASTER x FRIKARTII'MONCH' PERENNIAL MIX ARE ITE Mi 12 HYDRANGEA QUERCIFOLIA � vl )X x x Ix ), Y, x X X X 00 Structural Engineer Dra perAdeflAssodates 8890 Villa Par].-- __~^~^-~^^d~ ,^^2~~2~ (80A) 264-2228 ext. 12965 www.duma'cotzz Civil Engineer Gloeckner __g_-__-_-�"_~_'_�-~�In~ 508 Dale Ave. Suite A Charlottesville,, VA 22903 p: (434) 971-1591 f- /434>293-7612 NO. Date Issues / Revisions STAW 100% CONSTRUCTION DOCLTAMNTS -_-_~J__~~_ -'-.'' 1/20/ 10 100% CDs �\ 3/15/10 STRUCTURAL --- CHANGES �� 4/14]10 VECHANGB --- 95% CDs A41 ��ll/�B ~' ''' ~ VE��HAN��B 95% CDs �\ ��l�/]� ~~.�, ~ VE��HAN{�ES ��� 100% CDs STAW 100% CONSTRUCTION DOCLTAMNTS -_-_~J__~~_ -'-.'' ~^.~ DRAV/N BY: MS CHECKED BY: SM LO C) D 0 4- L6 NT C) all C) co KA ri- O r M C) N A Perimill"IM01111 MATCHLINE 2 / L2.30 J0 n r 7 M ry SIMON I Oij i' �G G�����i►►�'i �i►�'�►�►tp� '09 11110 PAP a a MA 14 OF - -w- W, 1110, PA MM M 114111, M PERENNIALS 37 ASTER DIVAR ICATUS 'EASTERN STAR' a KOL01 a t4 00 A MULCH 13 CARPINUS CAROLINIANA 29 FOTHERGILLA GARDENII 185 NARCISSUS 'MAR IEKE' @ 4/5 BULBS PER SQ.FT. H 9 (R) PEROVSKIA ATRIPLICIFOLIA 11 (F) ASTER X FRIKARTII'MONCH' 8 (W) ECHINACEA PURPUREA'WHITE SWAN' 2 ACER SACCHARUM 15 HYDRANGEA QUERCIFOLIA 23 HYDRANGEA QUERCIFOLIA 44 FOTHERGILLA GARDENII 257 NARCISSUS 'MARIEKE' @ 4/5 BULBS PER SQ.FT. PERENNIAL MIX 12 (R) PEROVSKIA ATRIPLICIFOLIA 16 (F) ASTER X FRIKARTII'MONCH' 10 (W) ECHINACEA PURPUREA'WHITE SWAN' 2 ACER SACCHARUM SEE L5.41 FOR PERENNIAL ENLARGEMENT 111111011111 11111111110 MATCHLINE 2 / L2.30 0 4 8 1,6 NELSON ON BY•..D min WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer Draper Aden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 fi (434) 293-7612 NO. Date Issues /Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs 0 5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 1007* CDs STAMP PROJECT NAbffi PROJECT NO.: 0901 DRAWN BY. MS CHECKED BY- SM DRAWING TITLE LINEAR PLAYGROUND PLANTING PLAN DATE: SCALE: DRAWING NUMBER June 15, 2010 lit = 81-0ti I '1 h� Q ('7 LO O r-- iV L6 4) C 0 3 L6 J W V) U N 4) C- V) d- C) s Q O C) m Q V) II SCALE: 1/4!'= _I 1 0 2 4 8 PERENNIAL MIX 54 (AC) ACHILLEA 'CORONATION GOLD' 24 (AS) ASCLEPIAS TUBEROSA 'GAY BUTTERFLIES' 15 (F) ASTER X FRIKARTII 'MONCH' 18 (B) BAPTISTIA AUSTALIS 24 (BE) BELAMCANDA CHIENENSIS 17 (DE) DELPHIMIUM 'CONNECTICUT YANKEE' 27 (M) ECHINACEA PURPUREA'MAGNUS' 22 (W) ECHINACEA PURPUREA'WHITESWAN' 24 (E) EUPATORIUM PURPUREUM'LITTLE JOE' 124 (HE) HELENIUM'COPPELIA' 24 (HM) HEMEROCALIS 'CHICAGO APACHE' 31 (IR) IRIS SIBERICA 'CAESAR'S BROTHER' 12 (L) LIATRIS LIGULISTYLIS' MONARCH' 14 (LO) LOBELIA SIPHILITICA 28 (X) MONARDA DIDYMA 9 (PJ) PAEONIA JAPONICA 12 (PD) PAEONIA LACTIFLORA'DUCHESSE DE NEMOURS' 8 (R) PEROVSKIA ATRIPLICIFOLIA 48 (K) RUDBECKIA FULGIDA 14 (SB) SALVIA TRANSYLVANICA'BLUE CLOUD' 36 (SA) SANGUISORBA OFFICINALIS 22 (D) SOLIDAGO RUGOSA 'FIREWORKS' 45 (ST) STOKESIA LAEVIS 12 (V) VERONICASTRUM VIRGINICUM 14 (VN) VERNONIA ARKANSANA r -"'OTH BULB VARIETIES TO BE SEPARATE HERE FOR QUANTITIES 408 Park Street Charlottesville Virginia 22902 • Structural Engineer DrperAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 (434) 293 -7612 NO. Date Issues / Revisions Z�N 1/20/10 100% CDs 12 \ 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs 0 5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME Anne's Belfield • • Albemarle Counter, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING TITLE PERENNIAL ENTRY GARDEN PLAN DATE: June 15, 2010 SCALE: 1/4" = 1' -019 DRAWING NUMBER W LO LL! Uj 11) Uj Z I 0 4 8 16 LOWER ENTRANCE SCALE: I" = 8'--U' NELSON ON YRD sm WO LT Z LANDSCAPE ARCHITECTS FOR- Structural Engineer Drier 8090 Villa Park Drive Richmond, VA 23228 '804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f- (434) 293-7612 NO. Date Issues / Revisions Z�L 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A4/14/10 VECHANGES 95% CDs 0 5/11/10 VECHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT MANM St. Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. 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C) V) 2 I 1 !0134 WO LT Z LANDSCAPE ARCHITECTS 408 Park Streei • aw-S Y_ j Ite Virginia 22902 T 434. 9 84.1358 F 434.984.4158 www. nbwla .corn Structural Engineer ,Dra en Associates perAd 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.corn Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville,- VA 22903 p: (434) 971-1591 fi (434) 293-7612 NO. Date Issues / Revisions A, 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NO.: 0901 DRAWN BY MS CHECKED BY. SM DRMNG TfrfY- FIELD SURROUNDS. 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AC 'SA , % x + + + + + + PAINT FENCE BLACK PRIOR CA NTING 1 l:. x x x x x x + + + + + + + + + + + + + + + + + � rrrrrrjrrrrr� xxxxx x,,'xx xxxxx x % %��— x�xxx�;= �_x�xxx x %�x x %xx xxx---- - -%xx% Xx %xx xxx � Xxxx xXx /� + + + + } + + + + + } rrrirrri x xxx xx. % +, ,+ + + + + � rrrrrrrrr;x xx xx %xx xx x xxxxxx x _xxx x %� xxxx x 27 VE AT D +E+ + .f + f + + ++ + + rrr / )xxx %xxxxxx;' xxxxxxx xxxx %% =xx xxxx % - xxxxxx xx x% GAL.4FT+ + + + + + + + +"+ + x x } +t+ + + + + + +T+ rrrrfrrrrrrjrrxx xxx. xxxxxx ,xxxxx x% xxx xxx + + + + + + + + + + rrrrrrrrrrrr�xx xx xxxxxx %rxx xxx xxxxx /' %�/x% kx\ /fix x RPINUSCAR IA A + + + f + + + + rrrr x1xlUxl I IsRUS I,IGIPIIANA,xxx xxx /; xxxx \rxx GYx + + + + + + + + + + + + + + + + ++ ++ ++ rrrrrr /r /rjjr� xxxx xxxxx � xxxx %xx xx x � � xx. Xx MUCTfI -STE - F HT. rrrr/ rr r/rr rrrj r rrjrj rrrrr r r rri/r r/r / /jr rr r rriirrr/ rr jj r rrr r jr rr rjrrrrrrr rr r r r rrr r r rr� rrjrrr rrrl�,x jrj x �x j r x x xx %xxx%xx" xr :xxxxx x x x x xxx x x x x xx x x x x x x%x xx x . x x x X x xxxx x% x x x xx xx x xxx xx x % x x x xx x x .xx x x x%x x xx X / r xx R > x % x � x x x x x %r x x x x x x x / x x x x x x x% � x % x x xx xxxxxxx, xxx x %xxxx xxx1xx ./xx x + + + ++++++++++ + + + + + + ++ + ++}+ . ++ + + + + + + T f + + 1x1x ,6505 SOD- + + + + + + + + + + SOD EEL5.53 FOR SF -A NIGR + + + + + + + + + + + + + + + N + , ' + • + + + + + + + + } + }T +y+ ++ + + + ++ 5 + + + + + + + + + + + + +� + + V + + + + + + + + + WE D Mix, } + ECH T + rrrrrrrrrrrt x x x x x e x` x < xjx s'../ - rrrr r! r rrr r r jr rrl rrrr r rjr rfrrrjrrrr ri r r rr rr rr irr( r r!r rr rx rrjrrr r r ]r r rrr11� ` x x x x x xxx x+ x x xx xx xxxxx xxxx xx x xx x % x x % x x xx + X x xx x x r "� x -/ x-xx '/xx xx x x x % x %x x - - WE + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + ++ 4 CHAMAECYPARI J IDES ++ i + 1 ++ + + +f ++ + ++ + + + + + + + ++ 6- 8FTHT. + + + + + + + + + + + + + + + + + + + + } ++ + + + + + + + + + + + + + + + + + + + + + + T SEED MIX, SEE CH + + + + + + + + + + f + + i+++ + + + + 1 + + + ++ + + + jrr rrrrf xxxxx ULANIGRA'DUR y + ++ + ++ + + + + + + + + + + r r 1 ARPINUS AROLINIANA '` + + + + r } + + + + + + ++ + MULTI -STEM, t TT + , 6 MULTI -STEM 6-8FT HT. + + + ++++.+++++++++++++++++ 20 CORNUS SER#CEA, 1A11 r_KAANS'. 1 + + 19 ILEX VERTICILLATA SPRITE + + + + + ++ . + . f + + + + + ++ +T +T +T +' +' + } + + + + + } ++ + + + + + + + ++ 3 L. 4FT 0.G + + ++ + + --++++++++++++++ + + + 1 + + wry+ + + + + + + + + + + + + + + ++ i l ACER BRU + + ++ + + + +} + + + + + +T+ f + + +'F + + +f + + + + ++ + + + ++ + + + + ++ + + + + ++ + + + + + + ++ + + + + + + + ++ + + + + + ++ + + + + + +T+ + + + + + + ++ + + } ++ + ++ + + + ++ + +1 + } + + +1 + + + + ++ + + + + + + ++ + + + ++ + + / ++ + + ++ + + + + + ++ + + + + + ++ + + + + + + f + + + + + + + + + + + + + ++ + + + + + + + ++ + + + + + + + + } + + + + + ++ + } ++ + } + + ++ + + + + + + + + + + + + + + + ++ + + ++ + + + + ++ + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++ ++ + + + + + + + + + + + + + + ++ + + + + + + + + + + + } + + + + + � + + APPRX. EXISTING HEDGEROW, TYP. + + + + + + + + + + + } + + + + ++ + + ++ ++ } ++ + + ++ + ++ + + + + + — PERENNIAL MIX + + + + + + + + ++ 178 SPOROBOLUS HETEROLEPIS 18" O.C. ++ + 380 COREOPSIS AURICULATA'NANA' 12" O.C. 380 GEUM TRIFLORUM 12 O.G. I i w, uj zl I 6MIM 9,016 SF WET /DRY SEED MIX 100% CDs A3/15/10 CHECKED BY: STRUCTURAL Panicum virgatum Switchgrass CHANGES A4/14/10 Agrostis perennans Autumn Bentgrass 95% CDs 9,970 SF WETLAND SEED MIX vE CHANGES 95% CDs Panicum virgatum Switchgrass VE CHANGES Solidago rugosa Wrinkled Goldenrod Vernonia noveboracensis New York lronweed Eupatorium pupureum Joe Pye Weed Lobelia cardinalis Cardinal flower NOTE: I IN THIS WETLAND AREA USE SP4 -RAIN GARDEN SOIL, SEE 4/L8.31 0 8 16 32 408 Park Street Charlottesville Virginia 22902 ,. Structural Engineer Draper_Aden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext.1296' www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 E (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A3/15/10 CHECKED BY: STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs 5/11/10 vE CHANGES 95% CDs A 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWINGTME PARKING LOT PLANTING PLAN' DATE: June 15, 2010 SCALE: 1" = 161-0" DRAWING NOWER A A a (y) 7: LO 6 0 N Ld a) C D ) >1 a a V) (1) :D 1-7 I 0) 3: _0 0 SO Lr; I 1-11 (1) (/) 0 0 I-, V) 4- a) a) C_ V) 11q 0 1-11 0 < 0 0 0- 0 ca < (/) 11-1 0A, . -"-"- I ,-1 ,-..----".--..--...-- ,_- _-. .,-------,,.--,..-.-,.,-.,..,--.l-.-,-,..,--- -,---,-. ��,--.---"_,-,-------,_l...--,-,.-,-,.-.,,.---,�.--.-.-.-1 .11--,--�[t I ,-_--- -.,------.. ----�_-, I .1_-11 --- ,---'- ---""-,---�.--,---,'"-�--, ,�,'.-------,--Ti I i --- ,----.-_-,-..-.-- ,- .-- ----,f,. i 1I - --�,.--.-----.--.--�.----_ - .- (i .- ---._------ --. ---_--�-.,-- ---_----- --I i I ______,__ Quanity [ Scienti0c Name !Common Name i Size 1 Spacing ------�-�---,-,----,--"— -----, _______-_____ --_-,�-.-,--,----.-,-,--.--,-,------..,---,--,,,-.--.--_,,.-.-,---,--.,-,---- _1__________ ------,-..-----.----------".-.-..--- --11,----.----_- - Trees _ __ _ _________, -,--.----,-----,—,-,,-----,--.----- ___'_`_'_'-____j '__1 ___1________,________ - .- �----,�,----�--- -f --------- -----------.�-,- 1 8 Acerbuergeranum Trident Maple _TCalip. L__,_,_____1,___, ________1 -'--- -'-- _--'--'-'---'-'--,----"---,--",---*-,--*"----------",-,--,"—, "----"---7r---,,-,11-1---"---11 -11 .---"---..--�--.------,--"--,-,,------ _,___1___._______ - I --,-.-- "" -- -,-,-,- ,-I - 1 - 12 � A cer rubrun 'October Glory' !October Glory Red Maple 3 4" -Cali f p, ___ _ �_________J, _______.___, , ________ ------------",--"..-"--..---------."---.. ....-�.--",--�--,.----,----.-�--�---�-1�-- ------�--,.",�--"-,--,---,--� ----- -,----,-,--�----�"-,-----,---" = _ --- __' __,_____,_____ _^ 13 Acerrubrum I Red Maple 2.5'Cal. i i l--,-- ____1___1-_ ___i -------�"----,,-,-,----,-,-,--�,-�---,-,-,----"-------�--�-----,-,--��.,-"�l----��--�l-I ----- ----l--.-�1 I _____11____4_.______ _____- 1_1_r__-I I ___11,____,_____,___ 1___1_ r _i i 13 lAcersocchorum Sugar Maple i 4Calip. I I �-�-"_-----,,,-. -1.-,-. - --.,-",.---".., ___ " --,--",--,-,--,- ----, __ *____1�_____, ,---,,.----.-i,-11..--,--,-----..,..,-".-- -.--"-------,------ - „,..___._,w.._.._ --I -4 -Amelanchier canadensis !Serviceberry 5-6' H t ;Multi- stemmed { --'------"--'-T-------, ,,-,--,-,--^ ---- ,--- '----- -,---,,------------, ,-------,- .I-- --"---",-,--,--,_-"-.----,.---.,-,----,-.-._"---- --,-,---"-",-*--,-"--,---�-.--i---,------ __._______ __ __._____,____ -------- I !Dura-heat � i - 1 i 3 1 Betula nigra'Dura-heat _ —-- 11------- ,-------�-Jc----,------------�- __1 k__1___1___1'_-.-----"------�--------- 1_.____*_11__ —,---�-----,--"--,---,-,--.,---,---------"---"�----,.-,�--,------,�----- ---..-----,---------,---.-------�....... _ - i 1_ I ' I ._16 -1 . -I , t . - ----c----�a,.--.-r.-o-.-l-_i-n---- -i� a---n---a .-�-- -- ,-. .-.- --l.--I--, .--..-- -- , .-- " � . ,. -,- - !, , , j A,.,- m--e-"r,-ica�, ."-n ,- Ho-�--r,� -n--- - b-e--- ._am --.-. ...... 1 _.. . „_.2..56 -'8-Ca,..-tli_ p- -. 1 I --,"--,.-,-,--.- . . .... 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I � I i ; I i I --�,-,-�!-"- ,-,-,,-,I -"--- -"-��--,-,-��-�1---. .-."� , i 21 Liquidambarstyraciflua 'Cherokee' Cherokee Sweetgum I 2.5'Cai � ,-�,----".------l------�--l�--l"_ 1--_ __� ------___._,________1_. --- --- �--,---,-."-,�--"-,--,-.-.�-1�,-,---.,�-11--�-1-1-----I ` ___1_1_j_ ..�_,_"--,-.-.�--"---,,"----�----l-ll---.-��-- ___ __1 _ __ _ !�--�---,-- --,-,,-�,-,,-.,.,--�--.,--,,-___ ___ 1 c _I 1 ,� I I 10 I walus Donald Wyman !Flowering Crabapple T Calip. I �� --------------. ,--------------- i -.---,------,---",-,------,--------,- f--------- __.____+_____________4 ----- -------,.------,,-----,------------,----"-.-.---,-- --,-----,------ ------ ____________,____,___ --,---. I -! I 2 i 1 Nyssa sy&at ica ;Tupelo Gum 1.5" Cal --l--.�l- --�-1-�� ------",----.-,.-_-------- ----------I __1_-____ I - - ---.,-----,--.,--.-1--,--------,--,--",,-��".-, ,_._____J ___1___ I—, _- __1_____ --- _,--."--,------.---"-"1.111--lw ---.l.1-1--..---,-"--,"- --�l-- ___ t _ ll-1 -- I 10 "Plat anus x acerifolia 'Bloodgood' IBloodgood London Plane Tree i XCalip I i ---"-.-.---,.-.,------- _ _____ _____ -",�",-�,--..----��-�--,-,-,---"-.----,---�.---�,-""---.,--�'-,-,,---.--,��,-��,�,-,"--.----- ..--l-l-�---'-----'-------'----,--�----I ---- 1_____________� ...---,-.---"--,,Il.-I i __,___'__ -- -.----”, 1 I Quercus alba !White Oak 4'Calip i t_1_____ --------- I - ----- -- ---- I I_ ------- __________________________ __ ---_------- _ _ - - - I _____________ -- __1___________... ,-1---.---.--,-",------11. ---__11_1_1___ i ! 1 i 1' z �� I ; I _ - 1.. � 1�114, � . .1-.. _. �._-_ .-.I. .-.� -,.- _-.,."._--.-. '.,-. .-.. -. ",�.- '---- I " -_ "--r_, .---.-_ -..�.. -.'�-. ,._-� �. I-. ,_ .'..-�-.� -- . ..� ..-. . -�..,-."-� .,. -. "._..- --.-_--- _-.-___.-� --_ _1-- -. j T --l-. l 4 1Quercus bicolor 'Swamp White Oak -------,---------�,-------3'Calip ---",- '-- ---'--"--'"-----"��- -"-- ____ _-__1 _________ _-1------ +_ -------- --,------------------1--,-----,--------.---,---,------ ___ .1_______.___.___1 --,"--,--"-------.�,-,-,-,-,.--�.�- , 1 .t i i - I I 3 Quercus Prin us !Chestnut Oak 1 2.5" Cal. I T� __, ----�-------"-"-�-,--�-11-1.----.--. J J�"i ------.-i�---.,---,- ______-___1 --- - ---- 1_111________1____.__,_ __ --*-----------.--,---".,$,.- "-,--.1-.1,-l---1 ---.----,---,- ----,-,----, -,-,.-"---------"-----"-,..---� _ ___--,�----.---�-"��-..------",---- _, _ i Red Oak 3 5" Cali i I I i i 45 1 i Quercus ruba p. _ _1__-.-,----- __________ -__.-,-----,-i z ._____ -11 --- 1.11-1-- ___ 4- _ It------_------- - ------ - ------ -- ------ -.----.-I--�------- --.----------,----.-----�-,.---------- . I ,_, I _-_ __ - 2 I lUlmusamericana Princeton I Princeton Elm I 3'Calip. � _______1111;.,_ ,---- _ ___111 __1__i1_1__ I ------- .------ -,--------"-,----.---.-----,--------.----------------------,-,-----.,.-----,--.-1.1--l-1,1--ll-.-----".-,--l.-. --------.------..-"---,-.--,,----.,-,-,-11,-------------"-,---. -"-------------..- I I I- � I - I, - , , , - , . . . . . . . - - - __-___ - J- �-1-11------,..---,-,-,-,-.,-,l--. .-- - � - -- -- _ _ -- - - j , - - - - - . , - , , - - � . 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"----.------,------,----,. --.-.",-�-�-----,--,-".-.----.",�-.� ----�"--�- 1--�----l---� - -,-t--,----,'.--,�---"" -,-- . ,. -,-,--- ,.,.-,-,,------.-. - --��--- -- 64 illex verticillota 'Red Sprite' {Red Sprite Winferberry -----, --� ---,-_ _.. __3 Ga. 136' o.c. _____-f ,--------,",----.",,--"----- . 1---.--�-.1------."--,_-,,.--",-,„--.----. -�.. ..- -----___ -------.--,-.----.,-,-.----,--,--"-"--"�,,--------,��-�� ------- --.... -,�-"-.--.---,-,�11-1,�- __ 1 180 I Rhusaromatica 'GroLow' ;Fragrant Sumac 1 3 Gal. 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'---1-1 ---,----- �-.-�, , �r ",.-,-,,�"--" -,-- -�---l-l-l�-----I - �---,--,------,----�---,-,-�. _ r j � - - - - - ---- ___ ___ ____ _ - _ - __ ------__ __________1____,--�,��,.,---,-,,---�-,,-,4--,----..----.-,--,,---..._-.- __- _-, , , ,- - __ - _ -, - - - - - t1_. . . . __ - _ - _ __ - - , ___ , - - __ - - , __ - _ ___ - - - - - - 1 4 1---l--11 - -- -- - --- - ____ ,1 I I i i i - ______`11 � __ 1111 __1 - ----------._______---,-,--.,---,-----,----I __1___ L___1 ---- -1 - .�.� -.--,----, - -- - ___,______----- --�----�.,-..-�----,-,---,--t : - ..-------- . � � �--�--,-------,--.�--�-,-�,---,-,-,-, ... _,___,_. ...... __ -,-.--,-,-.--"-,.-�.'---�----,--�,---�� ------ �",i _i 230 iParthenocissus quinquefolio Virginia creeper i qt. , 12' O.C. ___ __1.1.1.1...1.11.1._- _,___ ---- ---.-----,-,----.--L ___-111111-1-1--11-1- �--.-�- ---It�--.---,--�---,-,---�..----�---.�------1 --�-1-1-1-- --.,---,----..----".l---.--,-------,--------,. _1_j ---,�.11-------,"------,l-l�-",-�".-----,-,-___1_,_ -- _ i_. i I ; ! ! 1__1. 1 I ---,�,.--"�,�---.-�---.--,---�--l------,-,,-,--,---�,------.�.,�.111-�-------..--".".-,--,--,-,,.,.,--,--.-,---,�-,��--",----,.,�--,--I ---".---,-,�,---��,,��,��,-",,�,""---,.--"-�,��,-" _,___1_1_1__ -- -- - ------- ,--,--,--, � - .. ___________________1 Perennials;Symbol I [ __1_1 --,-------,----,-l--.,---------,--.-,---,----.-.-,-----------,---"--.-----, ,-.--------.-----------.--,------------- -1--.-1 -------- ---t-"-,---,----"------,-",--",-.-,-"..-"-.--------_---.,--.11---- � ll,�---�--�,--��-.,�-�-�-----�,----t ---- I---.----, - ---- ____1_1_______-__ . 54 A C ;Achilles Gold' Yarrow I gal 1 1 2' o.c ---__..� .... -.--,,,,-, ��,-"-,'�,�., 11.'-1.-�-""--- 11- ... � . .. --".-',".-,, ",�.,- - " , ',-- ... -1 - --- -.-11- _.,_____ -1 i 51 'AS Asciepias tuberoses 'Gay Butterflies' ( Butterfly Plant I gal I 2, o i i111--" ' 'I�'ll -11 - -Il - .... .. 111,-_,___1_ -1- "' . ..... .... .. ..... - --,.,-.-''�,,-- "�l-- "�,,,ll."- .. ___ ... ... . ..- 11, 1-1-1-11, 11_�, 1___1__...... ___ . - .. . __, __ ..1 . � 82 ,Aster divaricatus 'Eastern Star' 'White Wood Aster I gal 1 6, o __ ..... __ ... . . -- ,,, __ ,..-, , - _'. � . .. - . __"- ---- - - - -- - _____ - " .._ ___ -- --11.11... ..._ ... . ._1... .- I 66 F Aster x frikartii 'Munch' ;Aster 1 gal 18" o.c -1-",11111-f _ . .. _ . .. . . .. _,_,_ ______.,� .��-' �,�."�, _- __,__ _ _ -1 -1 I -111 11- .._ 18 B 'Baptisia australis False Blue Indigo I gal. I 24' o.c ..__'_____. ____ � --, - - _---- __.__.._.,_,__1111_..1 11--1 ----'',-* "I., ,,-.-",'ll'- Il,, -11- 1.1-1 -�l-,� 11.11,11� - 1 -1-1- - __1_ I . l-l-,"--." "- - -_..__,___ . .. - _ 24 BE tBelamcanda chienensis ,Blackberry Lily 1 gal I 9, o.c -l.-l-..""-� --, -�, i Carex pensyivanica Pennsylvania Sedge I qt. ! �-, -.- "--,-�-��"",--- - - � . - - _ , -- , �-..'..._.l. .-'.-"" . ... - . o.c . .. - , - ; I Coreopsis auriculat a 'nano' Mouse Ear Coreopsis Z' Plugs 12" o.c - " - ." - , --- - ---"��.-� -_ � . .... _ ___ __.,__1- __.. . ... . , - -, �,- ",�---"- "-1---- -,� , I I I lCoreopsis verticillota 'Zagreb' Coreopsis I gal. I 9, o•c __ �1__ "I - . . .. ___ .. - . __11 11.__.__., _____,__ - -_._____,_..___ ... "-" "-. 17 DE Delphinium 'Connecticut Yankee' Delphinium I gal. 18" o.c - -.-l-.--"--l-�.�-.1 -1-.,---,.,-� --1. -- _ - -. ..--- _ __ ___ ____ ..... , , I 42 W Echinacea purpurea'Magnus' Coneflower i I gal L 1 a o.c £ ___ -1 _ ___ -l11",.1l,,-_ I-._'ll-. 'll,. 1---1 ____. : -1 " 1 - -1- - - - _-_- -111- -- - ---- - ___1 4 --- � . 52 W Lchinacea purpurea 'White Swan' Coneflower I gal 1 9, o.c _x... ..... .. ,." --.,,,- _ 1111._" -_ _ _ --,.-.,-._.---.-, -..-,.... . _____,____ ,- - - -I- ----,- - -- ---------- ---- ---------- --,.-.,--- .,.-� -"��,,�"-.__ . . _ ..'_____- 1, , r I � I ! i I � : � � � I � Z , . .1 - ... , --- � - -., .-. --,---,.- .,-�--,-1 - ,, .,�- I 24 I E 'Eupatorium purpure un 'Little Joe' i Joe Pye Weed compact I gal � 24'o.c. ; -- " _- --_-, - _ , -..-... ---- "- "--.-"�,..---, .. .- -_-1-- ----_ -111 -- ----- - � - ,-,-,--- --�.�,, -- -----,--�-,------------ -�- ,��--.,,--,.�-�-��" i I - �: I !Geum triflorun I rairie Smoke 7, Plugs 1 1 2, o.c. _,_ ' ..._ - , , "' 1111_ 1 1--1 1 ... 124 ME Helenium 'Coppelia' iCoppelia Sneezeweed I gal. =I a, o.c ___ .....__ _ ......... ... . . . ........ . ."-,..",..-11-."",.-..-,.i-- ________ .. ....... � . _____ .. .. .. � . ..- .. _ I .- - --I' -,-- � 1.11-1 .1-- I I ___ ---i .. 24 HM 1 Hemerocallis 'Chicago Apache' Day Lily I gal ' I 9, o.c. --.1-.-I-- .-�111---..1------ I ---,--, I _________ .... . ____ ___ _____ ..... -- _ _____.11-_1 .... , I- - - I - -.-"-,-,, ---"-. '- -"--"i --.-.,- ----- - 31 IR ris siberica 'Caesar's Brother' Siberian an I (is I gal. I a, o.c �-�"-� ...�",-,-"--"------�-"-,�-.� -,----- - - I-- 1__1_ __-_. I- 111 �Il'-"-"--"--�1-1.�-,---.�-�-� . . ___, ------ - _ I -1 _ — __ -1-______111 - � � - - I-- -- --- _1_1_______-___ -- ___ - .. _ __ ...- ___, ----��") . ---- .--,-","--,-27 � L i Liatris ligulistylis 'M onarch' i Blazing Star I gal . I 5, o.c -111 __ - . .... __ _ . . . �_ ....__._____ _.- .. . . __,___ ----_ l-- 11 " .. 1 . 11 11_'-----11,. -"-�-I'...--.,-,,- . . 14 LO t Lobelia siphilifi ca Blue Cardinal Flower I gal. 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I'1" -,.-' ,-,-.1 -_l-___ -".-" - - i ; 12 PD Paeonia lactiflora 'Duchesse de Nenours' White double peony 2 gal. 124' o. c. _ _ - _ __-____, _, ------- --.----,,----,---------- ____....... ___ ... .. --- -- - - �--�,.-�,-�-- ----,-----���,-1__1..___1_ ----,--.,.----�",,---,�-.-,-"� i___ _11 _-________..� . ________ _____ 47 R 'Perovskio atriplicifolia Russia n Sage I gal ' 4o.c - ---- - __ 1.....----___ ---,-_-.","-� ....... .. .. ... -",--,."11"-,. --�, �- -,.--,. ._ �- ,. 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RIGATE N W TURF FIELD tilt 200'X350' o \_ ZO 8 ' -- __ s 0 i o 0 10 20 40 408 Park Street Charlottesville Virginia 22902 T 434.984.1358 F 434.984® 4158 www.nbwla.com Structural Engineer Draper Aden Assoaates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. 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RIGATE N W TURF FIELD tilt 200'X350' o \_ ZO 8 ' -- __ s 0 i o 0 10 20 40 408 Park Street Charlottesville Virginia 22902 T 434.984.1358 F 434.984® 4158 www.nbwla.com Structural Engineer Draper Aden Assoaates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100% CDs 2 3/15/10 STRUCTURAL CHANGES I J \ 4114/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT' NAME Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: 1" = 20' -0" DRAWING NUMBER •1 0 L6.01 /`rr rrr`rr`` ri r!r Irlrrr rrrrrrt r! rrlrrtr r /rr /r rrj rrt r� Irrrr / /j /r /jrr /r IJlr rrI /r /l/ l / /r, rrr! rrlrr /rr /rrlrrlr �rrJ r� r� / r! rrr rrr rir rrr rir rrr ji r� rrr lr r rirrr� rir rrr ri rr rrr rir rrr rrr rrr rrr rr l J// rrl''�rCr,/ rrr rrr I Jl/ rrr" %rr� rrrr rrrrr'ri f rrrrrrrr \rrr rrrr jr rrrr rrr; rig rr; r + rrr rr�rJ rr rJ rj rj rj + J "' / f Jlrjlrrlrrl + + !r rrr rr/ rrr rrj + rr rr + rrj rrj rr � Jrr rrr Jr/ r �r llrrJ J rr + + + + rJ rj /r! 1 + J/'rr rir /J rrJ + rrrr Jrr � r /jri + ++ + } + + + ++ + + + ++ + + + ++ }+ o + + + + + + + + + + +o- + + + + ++ + + + + } ++ + + * + + }+ + + ++ + + ++ , t " + +_ + + ++ + +`} } + + ++ + + ++ + ++ ®x } + ++ ++ + + + + +. ++ } .}. ++' + ++ + ++ + + + +,. ++ ++ + + + + +'' ® x } ++ ++ + + + + ++ + ++ + + + + ++ + + + ++ ++ ++ + + + ++ . + + *+ + + ++ + + ++ + + + + + +T+ + + } + } ++ + ++ + + + + ++ + + + +t + +' + ++ x ++ } ++ + } + + + + + + + + ++ + + + + + + + + + + + + + ++ } + ++ + + + + ++ + + +++++,+++, + + + + . � + + + ++ + }+ + + + + } + + +} + + + + + + + + ++e 4 + ++♦ ++t + + + + + + + ° + + + + + 4 + + + + + + + ++%%++% + + + + + + + + + + + + + } + + + + } ++ + ++ + +++ + + + + + + + + + + + _ ++ + + + *++ + + :+:++:":::+:++ + + + + +++* + + + + + +ZONE 7 + ++ + + ++++++++%%+ + + + + + ' + + + +T + + + + + �+ + + + + + + + + + * + ++ + * + }+ + + + + + + + + + + + + + + + + + + + } + _ + T + } + *+ + + + + + +} + + + + ++ + + + + + + + + + + + ++ + + + + ++ }+ ++ + + + + T + + + + + + ++ g + + ® ++ m r r ++} + + ®+ +++ r++ + ++ + + + + + + + + + ° + ++ + + + } + + + + + + + + + + + + + + ++% + + + + ++ + } + "+ + + +. + + + + + + + ++ +# + + + T+ t + ++ + + + + + + + + ++ + + + + + + + + + +%+ + + + . + + + + + + + + + + + ++ + + -+ . + +i+ + f :++ } + + + + y + ++ + + + + + + + + + + + 1 + + + + + + + + + + ` }+ t + + + + + + ++. } + + + ++ + + ++ + ++++ ' � } t }+ + + + ++ + + + +y ++ + + + + + + + + + + } + + + + + + + + + + + + + ' + + + ' + + } + + ++ + + + ++ * + + + + + + } + + r l'Jl J l rr /r ' J I rJljr'l l/ r/rr/ /f rJjj/l r'jlj!l !rr rrrrr' lr/ rr J J�jJrlr � JrrJll r Jl1 �rr /rr rr/r J J rJ rr/ r J Jr /rJ/r r r Jr Jrr jrrr j /J( /rrrflJrJ � /// jrJf rJ�r � lrrr fr l � jr!l r / / x x � ! l/rl/Jr frrjJ j %\'� /�l/ % j I r l x ll ` x x � /� l /rx x l/I r / r lrJ r l l/l r r r I rj / x + W + + + + ++ + ++ + ++ + } +++ + + + + + + + + + + + + } ++ ++ + + ' + ++ + + + + + + + + + + + + + + + + + + + + ++ ++ + + .+ +++ + + + + +++ + + } + + + + + T + + + }+ + + * + + + + + + + + } + + + + + +t ++ *+ + }+ + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + " + + + + + + + + + + + + + + + t + ++ + + + + T + + + + + t } + + + + + + + + + + } + + + + + 41 + + + + } +++:+:+' + + } + + + + + + + + + + + + + �+' + + +y + + ++ + r + + + } + t + +++ + +T + + + + * + + {+ + + }+++ + + + + + + + +++ + + + + + + + } + + + } + + + + } ++ + + + i + + + ++ + + + i + + /e + + + + + + + + + + + +} } + + A + + + + + + + + + + f + + } + + + + + + + + + + + A5 + + + + + + + + + + + ++ %+ + + + ++ + } + + + ++ + + + + + + + + + + }+ %% x I + Jx + xx v/xx x x xxd . x ' T x i xx x 1 ( ®+ + + } ++ + ++ +++ } + + + + 4 + + + +t+ +} ++ ++ + + ++ ++ to + ++ + + + ++ } + * + } + +.. +} � + ++ ++ ++ ++ + +'- + + }+ + ++ + + + ,�, + - -,�. }' + + + +'+ + + } +++ ++ + {i - ++ 1+1-++:+ + + +++ + + +1+ + +�+ / + + + ++. �. } + + ++ + + +++ ++ + + +y+ + + + + + ++ + + ++ + + + + ++ + + +++ + + ++ +i+l�++ + + +t + ++ + + } ++ + + ++ + + + + + + + ++ + +* + _. + } 1 + + + t + + + ++ } + + ++ + + + ++ +} ++ + ++ + + +Ft + + + + +++ + ++ + + +r ++ + + + + + + + + ++ ++ +t+ t + ++ + + i + -} + + + + ++ } + + + + + + ++ + + / + + + + + + } + + + + +A + + + + + + + ++ .. + + + ++ ++ ++ + ._. + + + ++ + } + + + + ++ ++ + + + + + + + ++ %+ + +t+ + ++ ++ + i + ++ +} ++ ++ ® 9 + + + + + + + + + �+ ++ ��SI�4Ar,•iii r�+M�PmM1P +4 +wP + +} + ++ + + ++ + + + +1+V I� -Ii r+� + } ++ + ++ + +y+ ® ++ + + ++ } + + ++ t + t ++ + ++++++% ® ® + + +++%% ++ + + + + + ++ } ++ + + ++ + + ++ +++ + + + + + +. 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RIGATE N W TURF FIELD tilt 200'X350' o \_ ZO 8 ' -- __ s 0 i o 0 10 20 40 408 Park Street Charlottesville Virginia 22902 T 434.984.1358 F 434.984® 4158 www.nbwla.com Structural Engineer Draper Aden Assoaates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100% CDs 2 3/15/10 STRUCTURAL CHANGES I J \ 4114/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT' NAME Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: 1" = 20' -0" DRAWING NUMBER •1 + rrr rr�rJ rr rJ rj rj rj + J "' / f Jlrjlrrlrrl + + !r rrr rr/ rrr rrj + rr rr + rrj rrj rr � Jrr rrr Jr/ r �r llrrJ J rr + + + + rJ rj /r! 1 + J/'rr rir /J rrJ + rrrr Jrr � r /jri + ++ + } + + + ++ + + + ++ + + + ++ }+ o + + + + + + + + + + +o- + + + + ++ + + + + } ++ + + * + + }+ + + ++ + + ++ , t " + +_ + + ++ + +`} } + + ++ + + ++ + ++ ®x } + ++ ++ + + + + +. ++ } .}. ++' + ++ + ++ + + + +,. ++ ++ + + + + +'' ® x } ++ ++ + + + + ++ + ++ + + + + ++ + + + ++ ++ ++ + + + ++ . + + *+ + + ++ + + ++ + + + + + +T+ + + } + } ++ + ++ + + + + ++ + + + +t + +' + ++ x ++ } ++ + } + + + + + + + + ++ + + + + + + + + + + + + + ++ } + ++ + + + + ++ + + +++++,+++, + + + + . � + + + ++ + }+ + + + + } + + +} + + + + + + + + ++e 4 + ++♦ ++t + + + + + + + ° + + + + + 4 + + + + + + + ++%%++% + + + + + + + + + + + + + } + + + + } ++ + ++ + +++ + + + + + + + + + + + _ ++ + + + *++ + + :+:++:":::+:++ + + + + +++* + + + + + +ZONE 7 + ++ + + ++++++++%%+ + + + + + ' + + + +T + + + + + �+ + + + + + + + + + * + ++ + * + }+ + + + + + + + + + + + + + + + + + + + } + _ + T + } + *+ + + + + + +} + + + + ++ + + + + + + + + + + + ++ + + + + ++ }+ ++ + + + + T + + + + + + ++ g + + ® ++ m r r ++} + + ®+ +++ r++ + ++ + + + + + + + + + ° + ++ + + + } + + + + + + + + + + + + + + ++% + + + + ++ + } + "+ + + +. + + + + + + + ++ +# + + + T+ t + ++ + + + + + + + + ++ + + + + + + + + + +%+ + + + . + + + + + + + + + + + ++ + + -+ . + +i+ + f :++ } + + + + y + ++ + + + + + + + + + + + 1 + + + + + + + + + + ` }+ t + + + + + + ++. } + + + ++ + + ++ + ++++ ' � } t }+ + + + ++ + + + +y ++ + + + + + + + + + + } + + + + + + + + + + + + + ' + + + ' + + } + + ++ + + + ++ * + + + + + + } + + r l'Jl J l rr /r ' J I rJljr'l l/ r/rr/ /f rJjj/l r'jlj!l !rr rrrrr' lr/ rr J J�jJrlr � JrrJll r Jl1 �rr /rr rr/r J J rJ rr/ r J Jr /rJ/r r r Jr Jrr jrrr j /J( /rrrflJrJ � /// jrJf rJ�r � lrrr fr l � jr!l r / / x x � ! l/rl/Jr frrjJ j %\'� /�l/ % j I r l x ll ` x x � /� l /rx x l/I r / r lrJ r l l/l r r r I rj / x + W + + + + ++ + ++ + ++ + } +++ + + + + + + + + + + + + } ++ ++ + + ' + ++ + + + + + + + + + + + + + + + + + + + + ++ ++ + + .+ +++ + + + + +++ + + } + + + + + T + + + }+ + + * + + + + + + + + } + + + + + +t ++ *+ + }+ + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + " + + + + + + + + + + + + + + + t + ++ + + + + T + + + + + t } + + + + + + + + + + } + + + + + 41 + + + + } +++:+:+' + + } + + + + + + + + + + + + + �+' + + +y + + ++ + r + + + } + t + +++ + +T + + + + * + + {+ + + }+++ + + + + + + + +++ + + + + + + + } + + + } + + + + } ++ + + + i + + + ++ + + + i + + /e + + + + + + + + + + + +} } + + A + + + + + + + + + + f + + } + + + + + + + + + + + A5 + + + + + + + + + + + ++ %+ + + + ++ + } + + + ++ + + + + + + + + + + }+ %% x I + Jx + xx v/xx x x xxd . x ' T x i xx x 1 ( ®+ + + } ++ + ++ +++ } + + + + 4 + + + +t+ +} ++ ++ + + ++ ++ to + ++ + + + ++ } + * + } + +.. +} � + ++ ++ ++ ++ + +'- + + }+ + ++ + + + ,�, + - -,�. }' + + + +'+ + + } +++ ++ + {i - ++ 1+1-++:+ + + +++ + + +1+ + +�+ / + + + ++. �. } + + ++ + + +++ ++ + + +y+ + + + + + ++ + + ++ + + + + ++ + + +++ + + ++ +i+l�++ + + +t + ++ + + } ++ + + ++ + + + + + + + ++ + +* + _. + } 1 + + + t + + + ++ } + + ++ + + + ++ +} ++ + ++ + + +Ft + + + + +++ + ++ + + +r ++ + + + + + + + + ++ ++ +t+ t + ++ + + i + -} + + + + ++ } + + + + + + ++ + + / + + + + + + } + + + + +A + + + + + + + ++ .. + + + ++ ++ ++ + ._. + + + ++ + } + + + + ++ ++ + + + + + + + ++ %+ + +t+ + ++ ++ + i + ++ +} ++ ++ ® 9 + + + + + + + + + �+ ++ ��SI�4Ar,•iii r�+M�PmM1P +4 +wP + +} + ++ + + ++ + + + +1+V I� -Ii r+� + } ++ + ++ + +y+ ® ++ + + ++ } + + ++ t + t ++ + ++++++% ® ® + + +++%% ++ + + + + + ++ } ++ + + ++ + + ++ +++ + + + + + +. "+ + + + + + + % %, + +I+ + I:- + ++ ++ ++ t + + ++ + ++ + ++ + + + + + + + } + + + + %%, + _ + + } + + + + + + + ++ + + + } ++ + + + + y + + + + + + }+ + ++ + + +t+ + + + + + + + + ++ + }+ + + + + ++ + + + +++ + !� i + + } } i' } + + + + + + + + + + + ++ + 44 ® +�''+i1 + + + ++ + +- +++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + ++ + + + + + ++ ++ + ++ + + ++ + + ++ + } + + + +t +. + ++ + + + + ++++ ++ + ++ + + + +t *♦+pi ♦p . . 4%p T ®+ -� + + + + + ++ ++ + +t + ++ ++ ♦app + + + / — — \ \� aa- ®�+�a.+ ISC i®.-+ ++ +1���!4.} o®� s 411P 4%6, ®® _ - 7 77 _ _ - m It ® _ _ 7. _ - ® _.._..— — — —.. RIGATE N W TURF FIELD tilt 200'X350' o \_ ZO 8 ' -- __ s 0 i o 0 10 20 40 408 Park Street Charlottesville Virginia 22902 T 434.984.1358 F 434.984® 4158 www.nbwla.com Structural Engineer Draper Aden Assoaates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100% CDs 2 3/15/10 STRUCTURAL CHANGES I J \ 4114/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT' NAME Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: 1" = 20' -0" DRAWING NUMBER •1 STAMP PROJECT' NAME Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: 1" = 20' -0" DRAWING NUMBER •1 DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: 1" = 20' -0" DRAWING NUMBER •1 A! Q d" 0 N C 0 D 0 e V) U 0 a) V) 0 0 Q U e 0 o` 0 m V) 0 iA LEGEND PLANTING AREAS TO BE IRRIGATED; QUICK COUPLERS EVERY 75` TREE IN CRUSHED STONE TO BE IRRIGATED QUICK COUPLERS ONLY NOTES: 1. PLAN SHOWN FOR SCHEMATIC PURPOSES ONLY TO OUTLINE WHICH AREAS ARE TO BE IRRIGATED. 2. IRRIGATION EQUIPMENT MANUFACTURERS AS FOLLOWS: IRRITROL CONTROLLERS, TORRO HEADS AND NETAFIM DRIP LINES. 3. PROVIDE SHOP DRAWINGS FROM QUALIFIED IRRIGATION INSTALLER THAT INCLUDE MAINLINE AND HEAD LAYOUT, CONTROLLER AND PUMP SIZING. 4. IRRIGATION PUMP TO BE INSTALLED IN CISTERN, IRRIGATION CONTROLLER TO BE INSTALLED PER OWNER DIRECTION. NELSON Y WOLT Z LANDSCAPE ARCHITECTS Park ve I 6,61 !� MUNDMIR Structural Engineer DraperAden Assoaates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12963 www.daa.com Civil Engineer Gloeckner Engineering / Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100® CDs A2 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A, 5/11/10 VE CHANGES 95% CDs A5 5 \ 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's B" d • • Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TITLE IRRIGATION PLAN SCHEMATIC DATE: June 15, 2010 SCALE: I" = 20' -0" DRAWING NUMBER •1� SCALE: V = 8'-0" CLM FENCE, I C � Rli A LO O Vi C D IT C5 V) V) 1-T 0 0 V) F4 1 11 -Kim 11111 11 IN 1111i� 10 qCRETE WALL 4 FOR EXTENT :V CHAIN LINK FENCE POND CONCRETE PAVING iA 0 4 8 �5\ SCALE: I" = 8'-T SCALE: I" = 8'-0" K I A'� Ll JA 75\ (C CHAIN LINK NCE :.NCE FOOTING AT ONCRETE PAVEMENT ) GRASS HILL BVC CHAIN LINK FENCE 0 4 8 16 MIDDLE SCHOOL PLAY AREA SECTION'U SCALE: I"= 8'-U' 0 4 8 16 NELSON BYRDlilllfll- F, U-41 WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T434.984.1358 F 434.984.4158 www.nbwla.com Structural Engineer DraperAden Assodates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f.- (434) 293-7612 NO. Date Issues / Revisions A, 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES 4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY MS CHECKED BY: SM DRAWING TITM MIDDLE SCHOOL SECTIONS AND ELEVATIONS DATE: June 15, 2010 SCALE- I If = 81-0ti FAI 0 QL LO 6 C) 0-1 L6 C 7C) 0) a) 0 C; 04 ( a) C) a) 4) C- 0 C) 0- C) IA FAIMI "w C,rH001 rOl 1RTYARD SECTION 'A' SCALE: I" = 8'-0" BUILDING SEE ARCH DWGS SCHOOL COURTYARD SECTION'B' SCALE: I"= 8'-U' wfTVWpM PAVING 1A L8,00 ` 11 �kej 0 4 8 16 0 4 8 16 0 r. (y) w w V) Ui Z __j r E0 f 1A •k CONCRETE PAVING 01 1A SCHOOL COURTYARD SECTION' C' SCALE: I"= 8'-U' ENTRY/STAGE AREA SEE ARCH DWGS M MM C) CN Uj Uj V) Lij Z U El 0 4 8 16 0 4 8 16 a I BYRD WOLTZ LANDSCAPE ARCHITECTS 408 Park Street Charlottesville Virginia 22902 T 434.9 8 4.1358 F 434.9 8 4. 4158 www.nbwla.com 'For Ie Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.,com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f (434) 293-7612 NO. Date Issues / Revisions a 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PP0jRCrNANffi St. Anne's Belfield School Albemarle County, Virginia PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY SM DRAWINGTME COURTYARD SECTIONS AND ELEVATIONS DATE: June 15, 2010 SCALE: I ff = 81-019 DRAWR-4GNUMFR L7.20 A3 0- 00 CV) M C3 0 C D 0 0 0- VA 0 Nt w w V) Lli z -j r 0 - r4l: 1. 04 Uj Uj V) Ld z __j r U !R 0 4 8 16 LINEAR PLAYGROUND SECTION 'A' i�p�pmq I SCALE: I"= 8'--0' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ CONCRETE PAVING A3 '2 LINEAR PLAYGROUND SECTION A SCALE: I"= 8'--U' CONCRETE PAVING "A BLUESTONE PAVING 00- 0 4 8 16 LINEAR PLAYGROUND SECTION 'B' 0.40 1 SCALE: I"= 8'-a- EXISTING FIELD DROP OFF AREA 0 4 8 16 io IWAK74 CONSULTANTS Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond,, VA 23228 "804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p. (434) 971-1591 fi (434) 293-7612 NO. Date Issues / Revisions STAW PROJECT NO.: 1/20/10 100% CDs A3/15/10 CHECKED BY STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAW PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY SM DRAWINGTrITX LINEAR PLAYGROUND SECTIONS AND ELEVATIONS DATE: June 15, 2010 SCALE: lit = 8►-01t — — — ------ - - - --1 DRAWN BY: MS a LO 1:7 LO 6 0 C14 L6 0 cu 70 a) 0 0 0 cn VA SCALE: 1" = 8'-U' — TOWER TO BE DEMOLISHED UMIUKEI E-TTIA-LIE. BVC FENCE @ FOOTBALL FIELD EXISTING FIELD BUILDING Cr-r- AW`U n%A1r-'C PLANT BED Em SCALE: V'= 8'--0' CONCRETE PAVING L8.00 CONCRETE PAVING 1A � �-o 0 OA 0 4 8 16 I UNLINK FENCE ALL FIELD — — — — — — — — — — EXISTING FIELD I I t / 0 4 8 in. LINEAR PLAYGROUND SECTION'E' SCALE: I"= 8'-U* 9 Sim 16 0 4 8 1 1 6 /4"'N\ LINEAR PLAYGROUND SECTION #F SCALE: V= 8'-U' ( 9 STAIRS �L O�O SEE ARCH BUILDING DWGS SEE ARCH DWGS 0 4 8 16 CONSULTANTS Structural Engineer DraperAden Assodates 8090 Villa Park Drive Richmond, VA 23228 (804) 264-2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971-1591 f (434) 293-7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWNGTmE LINEAR PLAYGROUND SECTIONS AND ELEVATIONS DATE: June 15, 2010 SCALE: lit = 81-01► 3 D D C_ t 0 O o6 J -F- Q V) d' 0 Q 0 oe m 4 RA CONCRETE V CN N I'm - �„ r \ \I�Q 'w 11 \ CONTRACTION DEPTH OF JOINT TO BE • D SLAB. THICKNESS OF I • • •101 COMPACTED CRUSHED STONE INSTALLED IN (2) 2LIFTS • • • •. r • ECTION A 0 • • TRENCH DRAIN @ PAVEMENT E_D(a�mm RECYCLED TIRE r A lUMINUM PAVER RESTRAINT BY :RMALOC STRUCTUREDGE, OR 'PROVED EQUAL kMSET /HILTI 3/4'-1 " NAIL MINIMUM 2" OM EDGE OF CONCRETE, 12" O.C. ONE PAVERS, HANDTIGHT JOINTS DT GREATER THAN %6', SAND SWEPT kND SETTING BED 'EEP HOLES, 1' DIA..AT 8' -0" O.C. IN RID PATTERN EOTEXTILE FABRIC ONCRETE SLAB WITH #4 REBAR 12" O.C. EACH WAY OMPACTED AGGREGATE COMPACTED SUBGRADE STONE PAVING ON 1 \>/X � x /\ STEEL EDGING SCALE: i" = l' STEEL EDGING i 1 OF - - - - -- PLANT BED MULCH LAYER NOTE: EDGING TO BE SET 1" ABOVE MULCH LAYER CRITICAL FALL PLAYGUARD TILE THICKNESS HEIGHT A3/15/10 STRUCTURAL 2 FEET 2 1/2 " ( INCLUDE 1/8 "WEARING SURFACE) 3 FEET 2 1/2 " ( INCLUDE 1/8 "WEARING SURFACE) 6 FEET 4 1/2 " ( INCLUDE 1/8 " WEARING SURFACE) 8 FEET 4 1/2 " ( INCLUDE 1/8 " WEARING SURFACE) VE CHANGES T BE R VIEWED 8Y MA UFA T RER PLAY SURFACE 1 . •- • •• E. SUBMITTED TO OWNER REVIEW PRIOR INSTALLATION CONC. SLAB COMPACTED AGGREGATE GEOTEXTILE FABRIC �1 COMPACTED SUBGRADE 'Q SECTION IP C NCRET CURB, PROVIDE 1 /4" CHAMFER ON ALL EXPOSED EDGES PAVING VARIES, SEE MATERIALS PLANS D 9 Ce \ O - =1 I I =1 11 =11= p III =1 11—I 11 =1 11= I I I UNDISTURBED OR I I -I I I -I 11 III :. 11 =1 I I =I 11 =i I —= COMPACTED suBGRADE I -1 1 1E1 11=! 11 =1 I nOCONC. CURB L8.00 J SCALE: 1 `' = 1' -0" Nil FINISH GRADE v- \ \\ \ „� \, ® II ,, ti-,„ II- „II- ,,II- „II- „11- „II- „1, - „I. n- �II -•�i1- X11- .. „- �I,_�II SLOPE TO 0oo��o ono ° -$° DRAIN 2 TREE IN CRUSHED STONE L8.00 T SCALE: I"= 1'-U' COMPACTED CRUSHED STONE IN (2x)2” LIFTS �— ADJACENT SURFACE VARIES, SEE PLANS FILTER FABRIC FOR PLANTING SOIL BY PLANTING CONTRACTOR; INSTALL IN 8” LIFTS AND COMPACT TO 85% MAX WITH PLATE COMPACTOR, 1 PASS PER LIFT DRAINAGE GRAVEL FILTER FABRIC 4” O HDPE SUBDRAINAGE PIPE, PERFORATED, IN DRAINAGE GRAVEL TRENCH COMPACTED SUBGRADE NOTE: 1. USE 3500 PSI CONCRETE FOR ALL PAVING AND SITE WORK 2. PAVERS TOLERANCES: DO NOT EXCEED 1/32-INCH UNIT-TO-UNIT OFFSET FROM FLUSH (LIPPAGE) NOR 1/8-INCH IN 10 FEEET FROM LEVEL, OR INDICATED SLOPE, FROM FINISH PAVING. z �i NELSON "Rot Virginia i 9 8 . 4158 mr,vi,rir. Structural Engineer Dr per Aden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 www.daa.co Civil. Engineer Gloeckner Engineering/Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f: (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES L, \ 4/14/10 VE CHANGES 95% CDs /4 \ 5/11/10 VE CHANGES 95 %CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's Bel field School Albemarle County, Virginia PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWING TM E DETAILS- PAVING AND DRAINAGE 4 ,a DATE: June 15, 2010 SCALE: As Noted DRAWING NUMBER ' M 0 D C_ r e 3 0 00 0 U 0 VI m 0 Q U r- 0 01 O m Q N VA NOTE: 1. USE 3500 PSI CONCRETE FOR ALL PAVING AND SITE WORK SHADED AREAS INDICATE %$' INDENTATIONS NO INDENTATIONS TO OCCUR ON TOP ROW 0" D FORMED CONCRETE A ININWIRIIIIIII Ai '--k. 1A L8.]0 NOTE: ROUND FRONT TOP EDGE OF WALL WITH PUMICE STONE TO %2' RADIUS TEXTURE FORMED BY 3" WIDE SMOOTH PLANKS W/ RANDOM LENGTHS BETWEEN 4'-g'& 12' -0" GLUED TO INSIDE FACE OF FORMWORK. MINIMAL 0/16' OR LESS) BETWEEN PLANKS MATERIAL VARIES SEE PLANS • 3 @ 12" O.C. EW ELEV VARIES #6 @ 12" O.C. SEE PLAN ® - #4 @ 12" O.C. a � ° 1 1= I ICI =I 11 I I -1 1= 111=1 I1 I ° ° #4 @ 12 °' O.C. MATERIAL VARIES SEE PLAN ° ELEV VARIES I' FOUNDATION DRAIN, I 11 I =111 =1 I ° ° ° • SEE PLAN _I SEE CIVIL DRAWINGS - I _) 1= I I =1 ° _1l 11J 11=1 1 111 111 J #1 11 =_ =_I 1 i =11 J° -1 111 11— 11 -1 1 I 111 11 -I I I -I I I I o ° �0 d O -III =i 1 I =11 I- 111 I 1 I I I 1 =1 I —1 • ° ° ° ° ° ° ° ° ° ° ° ° ° ° �r ° ° ° ° 111 =11 ! -1 f i111I 1 =111`1 I 1 I ° ° _ #6 2" O.0 111 I11 i -1 1I l iI I— 1 —I 11 I I I- =1 _r 11 =1 i( =1 1 3I.I I —I 1 1 =1 I II 11 1 =111 11 =111 (g) #41= 1111 I — _f I I _ -111 —III— — I I, , I I II I !) I II I !fII3 1 1 1 - -I 1 1I =iiiI 1 111 i (1 _I —III =111 =111 __3 -6 ___ _ 2 -6 III1 11 11 I 1 =� 1 1 ^I 11 =1 I I 1 =11 =1 1= l 11_1 I F1 I I I( =1 C 11 l =1 I 111 11 11=1 1_I 1 f -1 I I1 I I -111 =► _— _— =—____ _ -= I =1 11 =1 11 -1► = I 1 =1 11=1 � I1 1 =11 =111 I =1 1 11 N =1111 11 =l 1 !1 I I l I I =1 1 11 1 11 11 11 1 111 I I 1 I 1 1 11=1 I FA I PE1 I 1 =1 I 1=1 I FE1 I EEI I FA 11=1 11 =1 I 1E1 I FEI I F 1 I 1 A� CONCRETE RETAINING WALL SCALE: I"= 1' -U' SECTION WIA WELD RAILING POST] TO HANDRAIL, TYP CL r O r CORE DRILL 2" OPENING AND EPDXY CEMENT POST IN PLACE, TYP 4 1/8" �_ 4 - WASH _® ° r 4 TYP._ Cn PROVIDE SHOP DWGS FOR ALL HANDRAILS -. 1 COATING, O. BLACK, , #4 REBAR AT NOSING WELDED WIRE FABRIC ti ... •' I BW VARIES, SEE GRADING PLAN ELL v i Cie 8" V) ° #4 BAR @ 12" HOR 12 w _ , \ -, , #3 BAR @ 12" O.C. EW L„ #4 BAR @ 9" CONCRETE RETAINING WALL - f O LU TW SEE PLAN LL th � A 3" WIDE SMOOTH PLANKS GLUED TO f `�'"; -• p i'; -` ,, INSIDE FACE OF FORMWORK. MINIMAL ,; -\ , JOINTS (ib" OR LESS) BETWEEN PLANKS � �r 14J�� /Jt —I /� _ 1 FORMWORK, SEE ELEVATION L8.1 0 21 BOARD FORMED CONCRETE WALL K�_2� WA;L,L, SCALE: 1 /7'= 1'-0" SECTION L8.10 SCALE: 1" = 1' -0" SECTION VARIEGATED FIELDSTONE CAP &' BOND BEAM WITH (2) #5 CONTINUOUS co -- FILL GAPS WITH MORTAR, RAKE MORTAR BACK FOR DRY LAID APPEARANCE NO. 187 HECKMANN ANCHOR, 16" OC VERT., 370C HORIZ. TYP.; ATTACHED TO CONCRETE WALL WITH 1 S.S. NO. 12 DIA. SCREWS L8 11 l #4 REBAR AT 16" O.C. (VERTICAL) 1 CMU BLOCK CORE 8X8X16, #4 REBAR AT 16" O.C. (VERTICAL),, MODIFY CORE AS NEEDED TO SET LARGE FIELDSTONE I GROUTED SOLID VARIEGATED FIELDSTONE ON SIDE CMU & VOIDS TO BE GROUTED SOLID ii BELOW GRADE EQ 1 EQ — _ I 6" WIDE CMU BLOCKING AS C%4 d _ NEEDED #4, REBAR, AT 12" O.C. °d- 1 (5) #4 REBAR, CONT. III it Iii i3'_0 " -��� ��► ��� �� A 4 FIELDSTONE WALL L8.10 SCALE. I"= I ,_0„ SECTION ROUND A5 D o° 1, -0°' TYP 0— III= 111 -111 Il o =111 =1 I= I I V-4 11 I co 111 -1 11= 111= COMPACTED SUBGRADE =1 I I =11 I =111 =111 �- 'i I (— '� 1,�„ ADJACEN PAVING .� � _�oo SEE PLAN #4 @ 12" 1' -4" o.c. 4 d ° #4 @ 12' TYP. DOWEL CAP, LUBRICATE = I 1 =1 ( THIS END, TYP COMPACTED =11 1 1 111 11 =11= SUBGRADE -' I x=111 f � l l l lii � (lit 111 lii I I I lit I • LAW, HANDRAIL NOTES: 1. All dimensions must be field verified after stair installation 2. Shop drawings irequired prior to fabrication. Manufacturer to verify that handrail meets ADA requirements for strength. 3. All steel powder coated with matte black finish. 4. Handrail mounted with 1%2' min. clearance of walls 5. All finish handrail mountings must be between 34" and 38" above stair nosings and landings. 1 yL8.11 GROUT COLLAR JOINTS SOLID VARIEGATED FIELDSTONE CAP TW VARIES, SEE 8" BOND BEAM WITH (2) #5 GRADING PLAN _ CONTINUOUS FILL GAPS WITH MORTAR, RAKE I MORTAR BACK FOR DRY LAID APPEARANCE _ BW VARIES, SEE GRADING PLAN PLANTING SOIL, SEE PLANS t VARIEGATED FIELDSTONE ON SIDE NO. 187 HECKMANN ANCHOR, 8" OC VERT., 32" OC HORIZ. TYP.; ATTACHED TO CONCRETE WALL WITH S.S. NO. 12 DIA. SCREWS #5 REBAR AT 16" O.C. (VERTICAL) CMU BLOCK CORE 8X8X16, AT 18" O.C. BW VA IES, SEE /\� (VERTICAL),, MODIFY CORE AS NEEDED GRADING PLAN TO SET LARGE FIELDSTONE / \\ \� �\ CMU & VOIDS TO BE GROUTED SOLID BELOW GRADE BACKFILL it ° 6 WIDE CMU BLOCKING AS NEEDED 110 tt \ �` ; '� �� — \ \ii `�� il" ,1� a 4`" DIA. PERFORATED DRAIN PIPE WRAPPED IN �� ` \ �, t��= ,,= °° i I I III III_ FILTER FABRIC PEA GRAVEL SURROUNDING °d d ° DRAIN PIPE, SEE PLANS FOR LOCATIONS d #4, REBAR, AT 12" O.C. d #5, REBAR, AT 16" O.C. d° d. I I _ (9) #4 REBAR, CONT. FE FE-1 11 II 1 11 1 II 1 1 111 ll i t I I 1_1 1= — COMPACTED SUBGRADE FIELDSTONE WALL SCALE: 1" = Y -0" SECTION 408 Park Street Virginia 0 T434.984.1358 434.984.4158 P s, -v7. nbwlaxom Structural Engineer DraperAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) .264 -2228 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs 22 3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs `� \ 5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs STAMP PROJECT NAME St. Anne's elfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY. SM DRAWING. TITLE DETAILS - WALL AND STAIR w� DATE: June 15, 2010 SCALE: As Noted DRAWING NUMBER 1 N CS m , , 3 00 V) U t Q _ v r+° O R i �o _B FLAN FILL GAPS WITH MORTAR, RAKE MORTAR BACK FOR DRY LAID APPEARANCE VARIEGATED FIELDSTONE ON SIDE 4/ L8.10 NOTE: DO NOT ALIGN VERTICAL JOINTS N FILL GAPS WITH MORTAR, RAKE — �—� MORTAR BACK FOR DRY LAID _ APPEARANCE VARIEGATED FIELDSTONE ON SIDE �— --� SEE MOCK -UP BUILT A BABSEBALL FIELD SITE FOR SELECTING ST PATTERN. MOCK -UP REQUIRED FOR APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION. ELEVATION 1 FIELDSTONE WALL _8.11 SCALE: 1" = 1' -0" ELEVATION 0 -- TREE 7 CONCRETE $ 1-8.10 Sim STAIRS, TYP rT� CONCRETE L8.10 STAIRS, TYP 4 AMPHITHEATER, stns 1-8.11 BEYOND 4 AMPHITHEATER, 1-8.11 BEYOND CL # 4 BAR —' 6 °' TYP 1A CONCRETE \ M 1-8.00 PAVING SIX 6 W2.9XW2.9 WELDED WIRE FABRIC #3 REiBAR AT NOSING \� 1 -0 EXPANSION JOINT W,4 011 %2" x 9'" STAINLESS STEEL DOWEL, GREASED Y4„ WASH E D ND P ED 2' - ®" O.C. ° / \ \ / \ \ / \ / \ / \/\ '/\ '' ,, ; , ° �. 1A CONCRETE s a 1-8.00 PAVING TURNDOWN CONCRETE 8 „ X 17', T.YP. 4 PERFORATED DRAIN PIPE COMPACTED SUBGRADE (1) # 5 BAR UNDERDRAIN CONNECT TO CIVIL AMPHITHEATER AT MIDDLE SCHOOL L8.11 SCALE: 1/2” = 1' -0 av A3, � TREE .. 1 BVC CHAINLINK L8.15 FENCE 4' HT #4 12" O.C. AMPHITHEATER STEPS WITH #4 1 Z' O.C. SAWCUT JOINTS AND 3-0" FORM FINISH, TYP — %2 CHAMFER, TYP (2) #4 BAR %2 CHAMFER, TYP EXPANSION JOINT 1 A ONCRETE A )Tx 9" STAINLESS STEEL DOWEL, GREASED C ON ONE END AND SPACED 2' -0" O.C. a- 1-8.00 PAVING TURNDOWN CONCRETE 9'x 12", TYP. LB.00 CONCRETE PAVING d 4 d /i�� / \ \ / \ \ / \ \/ \ .. o \ \\ \ n � \ \\ \ \\ /// \ \ \ COMPACTED SUBG ADE 2 #5 BAR (2) #4 BAR \ \ \\ \ \\ \ \\ 4' PERFORATED DRAIN PIPE %, / / / / / / / (1) #5 BAR/ / \ \ \ / / \ \ \ / \ \ \ / /� \ / /, / AMPHITHEATER i! A3 #4 (9 12" O.C. %4' CHAMFER ` %' WASH 2' -0" TYP Y 4" PERFORATED PIPE —1 I I— I —I 11 =111 =i i I I I I — COMPACTED SUBGRADE _ i =1 11 —I 11 =11 I (3) #4 BAR (1) #5 BAR AMPHITHEATER AT LINEAR PLAYGROUND SCALE: 1 /2'= F-0" �- - -- AMPHITHEATER WITH SAWCUT JOINTS AND FORM FINISH E? TRENCH DRAIN L8.00 @ PAVING EDGE 1 A CONCRETE ZL L8.00 PAVING / SEE GRADING PLANS o a. r r 2 LAWN SEED SCALE: 1" = 1'-0„ • FAI SAND GEOTEXTILE FABRIC PEA GRAVEL GRAVEL N'0 PERE UNDERDRAIN PIPE WRAPPED IN FILTER FABRIC 9" SEE GRADING PLAN SEE GRADING PLAN NOTE: 1. USE 3500 PSI CONCRETE FOR ALL PAVING AND SITE WORK a ° a Q ° COMPACTED i -- -I SUBGRADE 6 0 SANDBOX [8.11 J SCALE: 1" = 1'-0" SIDEWALK SEE CIVIL DWGS Ai D �$ 0 CONCRETE WALL 9 MULCH L8.00 OR 8 1-8.00 SAFETY SURFACING EDGE OF • • e BVC CHAINLINK L8.15 FENCE II 1® CONCRETE CURB 1-8.00 I 1A . I 1-8.00 CONCRETE PAVING D SLOPE ° TO DRAIN y a D D D p. 0 a o 0 D O I l A5 3 A 111�IlIf.Y�7�1 408 Park Street Charlottesville Virginia 22902 T434.984.1358 P 434.984.4158 www.nbwla.com Structural Engineer Drcz�ier Aden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext.12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f. (434) 293 -7612 NO. Date Issues / Revisions A 1/20/10 100% CDs A2\ 3/15/10 STRUCTURAL CHANGES 0 4/14/10 VE CHANGES 95% CDs A5/11/10 VE CHANGES 95% CDs 55 6/15/10 VE CHANGES 100% CDs STAMP PROJECT ATAME St® Anne's B elfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY MS CHECKED BY SM DRAWINGTffM DETAILS- WALLS, AMPHITHEATER, SANDBOX, RAINGARDEN DATE: June 15, 2010 SCALE: As Noted A Q N 0 N a� a C_ LO 00 V) U m V) (D e 0 Q U 0 C) m Q V) , '=1N V) Z a_ LU w CID c� W U Ix D U_ Uj z •LJ 19 T FLAT .- Date Issues / Revisions • O. RAIL 1/20/10 RAIL r AND ., A3/15/10 END BAND STRUCTURAL CHAIN LINK FABRIC SHALL BE D AT TOP a BOTTOM A4/14/10 SELVAGES 5 \\ ;0 95% CDs �� }} FENCE FABRIC VE CHANGES 95% CDs O TENSION BAND LU LU t O.D. BRACE RAIL • ■ POST • • • • BAR • FABRIC GA S MATERIAL ■ 1 FABRIC CHAIN LINK FENCE BLACK & TO POSTS @ I 7'O.C. MAX. W`1 FENCE TIES. i • BOTTOM RAIL 111 W/ RAIL END @ EA LINE POST a. III FLAT .- Date Issues / Revisions • O. RAIL 1/20/10 RAIL r AND ., A3/15/10 END BAND STRUCTURAL CHAIN LINK FABRIC SHALL BE D AT TOP a BOTTOM A4/14/10 SELVAGES 5 VE CHANGES 95% CDs a5/11/10 FENCE FABRIC VE CHANGES 95% CDs O TENSION BAND LU LU t O.D. BRACE RAIL • ■ POST • • • • BAR • FABRIC GA S MATERIAL ■ 1 FABRIC CHAIN LINK FENCE BLACK & TO POSTS @ I 7'O.C. MAX. W`1 FENCE TIES. i • BOTTOM RAIL W/ RAIL END @ EA LINE POST FINISHED GRADING GRADE, O Lu U co LL L i FENCE SECTIO — SCALE: I"= Y -0" LACK VINYL COATED (BVC) CHAINLINK FENCE SCALE I"= 1' -0" LINE LINE END POST POST POST CHAIN LINK FABRIC SHALL BE 1T TOP AND BOTTOM OP RAIL �P ACE BAND ND, SPACE EQ. CHAIN LINK FENCE OF •■ ♦ BOTTOM MAX. ♦ TO O.C. ND POST TENSION ■ • NOTE: �1. ALL GATE COMPONENTS TO BE THERMAL FUSED COATING, COLOR BLACK, TYP 2. MASTER HALCO IMPERIAL FENCE OR APPROVED EQUAL 1-800- 229 -5615 8' -g' Q 3. PROVIDE SHOP DRAWINGS FOR APPI le 4" TYP - u ADEN FENCE SCALE: 1/2" = 1' -0" 3/4" SQUARE PICKET,-16 GAUGE U- CHANNIEL RAIL, 1 3/8" X 1 1/2" INDUSTRIAL DRIVE RIVET 2%" SQUARE POST IF.,FINISHED GRADE HAIN LINK FENCE FOOTING 0 CIP CONCRETE, TYP. MIN. 42" DEPTH A 5 BVC CHAINLINK GATE— TYPE 2 1_8.15 j SCALE: 1/2" =1' -0" f 1 5/8" O.D. BRACE RAIL CENTERED HORIZONTALLY AND VERTICALLY ON EACH GATE SECTION 1 5/8" O.D. WELDED GATE FRAME INDUSTRIAL LOCKING LATCH @ 5FT HT. 3/9'0 TRUSS ROD AND TURNBUCKLE 2 7/8" O.D. END POST STRETCHER BAR TENSION BAND 9 GA. 2 "X 2" CLF FABRIC. TIE TO FRAME W/ FENCE TIES @ 24" O.C. SELF CLOSING GATE HINGE, 2 EA. SIDE FINISH GRADE CHAIN LINK FENCE FOOTING 9'0 CIP CONCRETE, TYP. NOTE: 1. ALL GATE COMPONENTS TO BE THERMAL FUSED COATING, COLOR BLACK, TYP 2. MASTER HALCO IMPERIAL SINGLE SWING OR APPROVED EQUAL 1- 800= 229 -5615 3. PROVIDE SHOP DRAWINGS FOR APPROV, M1 SCALE. 1 /7'= 1' -0" 4" TYP .i wl 3' -3" I -i 3' -2" L2 FENCE L8.15 1 -- FULCRUM LATCH W/ STRIKE PLATE — GATE, 2' -10 3/4" WIDE 4 2 FIELDSTONE CLAD L8.10 L$.1 CONCRETE WALL OR GAREN FENCES 3/4" SQUARE PICKET, 16 GAUGE U- CHANNEL RAIL, 13/9' X 1 1/2' INDUSTRIAL DRIVE RIVET SQUARE POST HINGE 2%2" SQUARE POST FINISHED GRADE CHAIN LINK FENCE FOOTING 8" 0 CIP CONCRETE, TYP. Z' MIN. 42" DEPTH ,- BOTTOM WALL FOUNDATION 6 BVC CHAINLINK GATE— TYPE 3 PION L8.15 SCALE: 1 /2" = 1' -0" 1 5/8" O.D. WELDED GATE FRAME STRETCHER BAR GATE LATCH @ 4FT HT. 2 7/8" O.D. END POST TENSION BAND 9 GA. 2 "X 2" CLF FABRIC. TIE TO FRAME W/ FENCE TIES @ 24" O.C. SELF CLOSING GATE HINGE, 2 EA. SIDE FINISH GRADE IAIN LINK FENCE FOOTING 3 CIP CONCRETE, TYP. .M E • BVC CHAINLINK GATE— TYPE i SCALE: 1/2'= 1' -0" BVC CHAINLINK !� 1_8.15 FENCE A/2 I OO CONCRETE L8.00 CURB 2 # 4 BAR CONT. 6" 6" 1 A CONCRETE PAVING L8.00 O 3" SLEEVE TO ACCEPT POST A (2) # 4 BAR CONT. �`; ° ° CHAIN LINK FENCE FOOTING 8 O CIP A CONCRETE, TYP (BEYOND) 2 �.. °� IEN EAT P V ENT SCALE: 1 /8 - 1 �ONCRETE GATE LATCH @ 3FT HT. 1 5/8" O.D. WELDED GATE FRAME 2 7/8" O.D. END POST STRETCHER BAR TENSION BAND 9 GA. 2"X 2" CLF FABRIC. TIE TO FRAME W/ FENCE TIES @ 24" O.C. SELF CLOSING GATE HINGE, 2 EA. AIN LINK FENCE FOOTING CIP CONCRETE, TYP. FENCE NOTES: 1. ALL FENCE COMPONENTS TO BE THERMAL FUSED COATING, COLOR BLACK 2. ALL END AND CORNER POSTS TO BE 2 7/8" O.D.; ALL LINE POSTS TO BE 2 3/8" OD; ALL TOP, BOTTOM RAILS, AND BRACE POSTS TO BE 1 5/9'0.D. 3. CHAIN LINK FABRIC SHALL BE KNUCKLED AT TOP AND BOTTOM SELVAGES 4. ATTACH ALL FABRIC TO ALL FENCE AND GATE STRUCTURES AT 12" INTERVALS VERTICALLY & AT 20" HORIZONTALLY 5. SEE LAYOUT AND PLANTING PLANS FOR ADJACENT MATERIALS 6. SEE LAYOUT PLANS FOR POST AND FENCE LOCATIONS 7. MASTER HALCO OR APPROVED EQUAL 1- 800 - 229 -5615 Structural Engineer Draper Aden Associates 8090 Villa bark Drive Richmond, VA 23228 (804) 264 -2225 ext. 12965 www.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A3/15/10 STRUCTURAL CHANGES A4/14/10 VE CHANGES 95% CDs a5/11/10 VE CHANGES 95% CDs A6/15/10 VE CHANGES 100% CDs , STAW PROJECT NAME St. Anne's Belfield School Albemarle -County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY. MS CHECKED BY: SM DRAWE-4G Tf= FENCE , GATE, HANDRAIL DETAILS DATE: June 15, 2010 SCALE: As Noted C14 v v C 3 6 06 v V) i N v i Q v 0 0 m Q i • TREE AND SET OUTSID10 ROOT ■, , DOUBLE SHREDD HARDWOOD TAPER AT TRUNK. MULCH TO OF IWL PLANTING PLANTING SOIL • TREE PLANTING DETAIL L8.30 SCALE: 1/2" = 1' -0" rr ROUGHEN SIDES PLANTING HOLE REMOVE , • STRING • • ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL PLANTING SOIL s ( } X ROOTBALL r • • XV / v WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE �- TREE PIT DEPTH= ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1' -0" INTO UNDISTURBED SOIL BELOW ROOTBALL r6� UNDERDRAIN, L8.31 J SEE L5.00 FOR LOCATION 1. 1 111 10-11 . WO.0 110, e.s, SHAPE SOiL SURFACE TO PROVIDE 3' DIAMETER WATERING RiNG FINISH GRADE ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN L8.30 J SCALE: 114'= 1' -0" SECTION U a TREE PLANTING AT PAVING 1/4" = I'-U' 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING • r ROOT MAT TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. X0 NOT ROOTS AGAINST THE ROOT BALL. PLANTING SOIL 2" X 2" X 6' MIN. HARDWOOD STAKE. DRIVEN 30" MIN. INTO SOIL FOR THIS DETAIL, ALL STAKES ARE TO BE ALIGNED IN A SiNGLE ROW AND SET OUTSIDE THE ROOT PACKAGE WEBBED STRAPPING LOOPED TO TRUNK (2) PER TREE TREE BARK PROTECTOR 48" HT, 4" 0 SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 213 OF ROOTBALL 2B PERVIOUS PAVERS L8.00 CRUSHED STONE L8.00 ADJACENT PAVING goo VARIES, SEE PLAN SCARIFY SIDES OF PLANTING HOLE COMPACT PLANTING - SOIL TO FORM PEDESTAL TO PREVENT SETTLING f PLANTING SOIL EXISTING OR 6 UNDISTURBED SOIL L8.31 UNDERDRAIN; SEE L5.00 FOR LOCATION L8.30 J SCALE: 1/2" = 1' -0" . ► ► M ► 0 SECTION SET •• OF ROOT CROWN ABOVE ADJACENT GRADE • • '•• •: 3'DIAMETER WATERING IFINISH • s- SECTION L�\ & ` 11r n v 1 ` r - SLOPE VARIES, SEE GRADING PLANS - PLANT TREE iN SLOPE SO THAT CUT AND FILL \ //\ ARE EQUAL AND =I 11= �- \ \ TERRACING EFFECT IS 1 -I I i -11 1-= / \\ \\ MINIMIZED. hI11 PLANTING SOIL '� ;IILIiIillillillllll illlllll�liI11i1III11111 lilllllli111111 =111 � / / /�/ MAXIMUM 3' ROOTBALL I- 'aI- Iil�}� I i1I =}J111 1 I -IIEl TREE PLANTING ON SLOPE L8.30 I SCALE: 1/2" = 1' -0" b SHRUB PLANTING ON SLOPE L8.30 SCALE: 1/2" = 1'-0" SLOPE VARIES, SEE GRADING PLANS PLANT TREE IN SLOPE SO THAT CUT AND FILL ARE EQUAL AND TERRACING EFFECT IS MINIMIZED. PLANTING SOIL i COMPACT SOIL BELOW SHRUB TO PREVENT SETTLING =11I =1 I I =1I I =111= i11 =1I1 =11 ( ���III���II1���II1 {��III���l11i��I l l�� it ll "; ►' 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 futility 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. 2. Do not proceed with construction as designed when obstructions,grade or layout discrepancies are found . Immediately bring to the attention of the General Contractor and the Landscape Architect. 3. Landscape Contractor shall be responsible for any coordination with subcontractors as required to accomplish planting. 4. Landscape Contractor to receive site graded to +l- 6" 5. Final location of all plant materials shall be reviewed by the Landscape Architect before planting. 6. Landscape Contractor shall notify Landscape Architect 48 hours prior to commencement of work to coordinate protect inspection schedules. 7. See details for staking method, plant pit dimensions and backfill requirements. 8. 9. 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. 9. Provide matching sizes and forms for all plants used for hedges. Space equally as called for on plans. 10. The Landscape Contractor shall be responsible for positive drainage throughout planting areas. No low spots or ponding of surface water will be accepted in the final work. 11. ALL PLANTS TO MEET ANSI Z60.1- 2009 American Standard for Nursery Stock 12. INSTALL AND MAIINTAIN ALL PLANTS TO MEET ANSi A 300 - Standard Practices for Tree, Shrub and other Woody Plant Maintenance. 13. PLANT MATERIAL WARRANTY TO BEGIN ON THE DATE OF ACCEPTANCE AND LAST FOR ONE YEAR. 14. ALL PLANTING SOULS TO BE SCREENED TOPSOIL FROM SITE, FREE FROM SUBSOIL, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN 1 INCH, NOXIOUS SEEDS, STICKS, BRUSH, LITTER, OTHER HARMFUL SUBSTANCES; SUITABLE FOR GERMINATION OF SEEDS AND THE SUPPORT OF PLANT GROWTH. THE pH SHALL BE BETWEEN 6.0 -8.0,. SECTiO 408 Park Street Charlottesville Virginia 22902 T 434.9 8 4.1358 F 434.9 8 4.4158 www.nbwla.com Structural Engineer Dra,terAden Associates 8090 Villa Park Drive Richmond, VA 23228 (804) 264 -2228 ext. 12965 wwvw.daa.com Civil Engineer Gloeckner Engineering /Surveying Inc. 508 Dale Ave. Suite A Charlottesville, VA 22903 p: (434) 971 -1591 f (434) 293 -7612 NO. Date Issues / Revisions 0 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs 5/11/10 VE CHANGES 95% CDs 0 6/15/10 VE CHANGES 100% CDs STAW rxoJEcr rrn�ffi St..Anne's�, Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DRAWWG'r M PLANTING DETAILS I.,. DATE: June 15, 2010 SCALE: As Noted S ' OULD L S EXTEND TO JMVO NP (LESS .2" 'Y OVER) ,qP% ONLY TO PE DO U�P REQUIRE)AEMS CARP,"( rgy[R TO THIS SUIUCITSIF? w '21 rr Al 75 w 75 Jz 0 0 -2 crJ LL) w 2' CONCRETE 1_8.10 WALL, TYP CONCRETE WALL sz 0 L8.51 L8.51� r \ r r I STEEL LATTICE 1_8.51 GATE CONC. COLUMNS TO HAVE (4) #5 VERT 8" BLACK STEEL UTILITY HOOK, 1 OF 3 BARS WITH #3 COLUMN TIES @ 10" TYP. VERT REINFORCING TO EXTEND FULL HEIGHT (2)STEEL ANGLE AND MESH SHELF, ABOVE CONC. COLUMNS TO HAVE (4) #5 VERT (2) EXISTING EQUIPMENT STORAGE BARS WITH #3 COLUMN TIES @ 10" TYP. VERT CART SUPPLIED BY OWNER REINFORCING TO EXTEND FULL HEIGHT CONIC. AMPHITHEATER STEP BELOW M i �" , r ,UALt: 1 /2" = I' -U" #4 @ 12° O.C. E.W. TOP (2) #4 BAR #5 @ 12" O.C. BOTTOM #4 @ 12" O.0 GREEN ROOF - 'LIVEROOF° OR CONT. SIMILAR SEAMLESS PRODUCT; n BO TOM VERIFY WITH ARCHITECT AND LANDSCAPE ARCHITECT #3 STIRRUP TIES 41 Wt 1' PRIOR TO INSTALLATION. PLANT SPECIES TBD. _ I R ��t 1 @ 4 O.C. TYP. ���' F ,!!!� .�,'7 V ��i �'i>! ':" 4 CONT. ACROSS _ �� �i` • 1_8.51 ST. ST. SCUPPER ALL OPENINGS %o -,-- °= a 8-' (2) STEEL ANGLE AND MESH SHELF (2) #4 BAR CONT. _ 04 #3 BAR @ 12" O.C. E.W. LO 8: r --- #4 @ 12" O.C. N _ _ - -. #4 @ 9 "O.C. I L8.51 STEEL LATTICE GATE I 1_8.51 I I ° 8" BLACK STEEL UTILITY HOOK, 1 OF 5 I — #4 @ 9" O.C. DOWELS EMBED 9" I I ° r LO ! �! e i ri ! rug e.:i i e FiiyiSi -I �� jai �E, .SEE (-,PA 'IN Ri AN I a� EXISTING EQUIPMENT STORAGE CART SUPPLIED BY OWNER 1 A — co I 1= I (= 1_8,. ®® CONCRETE PAVEMENT (SLAB) ® ; - - X 3 I 2„ x 4" KEY, TYP. '- I C — �, -2„ °__ - (2) #5 REBAR HORIZ. CONT., TYP. IVI I I -I I TYP. I I III I I I I I II I I1 I II I I1 I I I I I_—_I II I II I I__1 I I I I PLAY EQUIPMENT STORAGE BUILDING SECTION /5 \Lb.S 1 / Ji.,ALt: 112" = I' -U" D_ ® LO N 0 cu c ° B 3 Od i �v U - i if) N -l- m (D C_ V) v 0 i Q U i 0 a, r ca 0 z 4 -4 " STEEL LATTICE GATE ELEVATION SCALE: 1 -1/2 "= i' -T B 9" PLANTING SOIL FILTER FABRIC PERFORATED STAINLESS STEEL BRUSHED STAINLESS STEEL SCUPPER ALL JOINTS CONTINUOUSLY WELDED SCUPPER FASTENED TO CONIC. PARAPET WITH S.S. SCREWS AND CAULKED WITH CLEAR SILICONE CAULK 3l_/ALE: J = I -U 1" DIA. X 4' STEEL HINGE 1 %4" X $" HORIZONTAL BARS AT 1 4" O.C. SPACING 1 4' X 81 ' VERTICAL BARS AT 1 4" AND 2 2" SPACING AS SHOWN 4" STEEL RIVETS CENTERED AT EA. INTERSECTION 1 4' X 1 4" WELDED STEEL ANGLE GATE FRAME EDGE OF CONCRETE ROUGH OPENING BOLT LATCH WITH PADLOCK OPENING FINISH GRADE rt*_� L-0 1_8.51 92 4 0, I 1 4" X 2' STEEL BAR WELDED ONTO HINGE AND SET INTO CORE OF CONCRETE WALL PLANTING SOIL FILTER FABRIC 1„ PERFORATED STAINLESS STEEL 1 %4" X "' HORIZONTAL BARS AT 1 4" O.C. SPACING 1 4" X s' VERTICAL BARS AT 1 4' AND 2 z" SPACING AS SHOWN 4" STEEL RIVETS CENTERED AT EA. INTERSECTION ` 1 4' X 1 4' WELDED STEEL ANGLE GATE FRAME �-- EDGE OF CONCRETE ROUGH OPENING FINISH GRADE Ld. .51 l SCALE: 1 -1 /2" = 1 ` -0" BRUSHED STAINLESS STEEL SCUPPER! ALL JOINTS CONTINUOUSLY WELDED SCUPPER FASTENED TO CONC. PARAPET WITH S.S. SCREWS AND CAULKED WITH CLEAR SILICONE CAULK 1_8.51 STEEL HINGE SUALE: 1 -1 /2' = 1'-0" a 1' -11D, a 0 Q - ®4 a a a ® 8_� STEEL HINGE DETAIL L8.51 J SCALE: 3" = 1'-01' 4' -11-8" )P OF CONIC. PARAPET WALL CONTRACTOR TO VERIFY DIMENSIONS IN FIELD AND SUBMIT SHOP IRRAWINGS TO LANDSCAPE FOR • TO FABRICATION. IBM M �Q 1.5" x 2" STEEL ANGLE STOP; FASTENED TO INSIDE OF R.O. WITH SCREWS 13„ FACE OF GATE TO BE 8 FLUSH WITH ROUGH OPENING 1 4' X 2" STEEL BAR WELDED ONTO HINGE AND SET INTO CORE OF CONCRETE WALL 1" DIA. X 4" STEEL HINGE 1 %" X $" HORIZONTAL BARS AT 1 4" SPACING 1 4" X a' VERTICAL BARS AT 1 4" AND 2 T SPACING AS SHOWN 4' STEEL RIVETS CENTERED AT EA. INTERSECTION 1 4" X T' STEEL BAR WELDED TO GATE FRAME :�:�.. . NO. Date Issues / Revisions 0 1/20/10 100% CDs A3/15/10 CHECKED BY: STRUCTURAL CHANGES 3\ 4/14/10 VECHANGES 95% CDs 4\ 5/11/10 VECHANGES 95% CDs /5\ 6/15/10 VECHANGES 100% CDs STIPM PROJECF Nero. -t. Anne's Bel field chool Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: MS CHECKED BY: SM DATE: June 15, 2010 SCALE: As Noted cl (9 (y) 66 C5 0 04 D 70 t2 0 o6 V) U 1-1 0 01 0 V) I--, 01VA I — I ( -- I ---- � FIELD SEATING 0 4 8 16 �e.70_) SCALE: ]"=&-O" AMPHITHEATER AT LINEAR A"' PLAYGROUND, sllv�t I'ma reglawfulwArm srnn .10 nic= CONCRETE STEPS - ------ -------------- L3.11 Sim 5FT WIDE r-t-)Klf-Dr-TF- WAI V I- v v I A L- I /637.67 4 OL 3'-0" FIELD SEATING - CROSS SECTION THROUGH STEPS L8.70 SCALE: 1/2" = 1' -0" nk , "m FIELDSTONEWALL m 0 1 2 I , m F �irj -01 131,111 L8,70 j SCALE: 1/7'= 4 0 1 2 4 I I 0 1 2 5 FIELD SEATING - BACK ELEVATION L8.70 SCALE: 1 /Z' = 1' -0" -FI--ELD SEATING - FRONT ELEVATIOt\,' 0 1 2 4 4 CONSULTANTS NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL . ......... A 0 1 2 4 4 CONSULTANTS NO. Date Issues / Revisions A 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP PROJECT NO.: 0901 DRAWN BY. MS CHECKED BY: SM DRAWING T= FIELD SEATING DATE: June 15, 2010 SCALE: As Noted DRAWING NUMBER Q 10 17: LO cv L6 4) C- D 0 o6 to 0 C- V) -q- 0 0 C�l 0 FA SCALE: -V - 16'- 0 pw" 32 x X X X X X 1�x X 1< X X x X X x x `2'-Y, AYR. R - X X x x x X X x X X x x x x x x x x x X X X x x x x x X X X X x x x x x x x X X X x x x x x x X X X X x x x x. x X X X x xx x x X X X x x x X X X X X X x x X X X x X0 Lij x X X X x X X X X X X x x x X X X x x x x x X X X LLJ X X X x +X X x X X X X x x x x x x x x x x X X X X X X x x x x X x x x x X x x x x x x x C 4 8 16 Liahtinq at Entry Wall SCALE: 1/8" V-0' 71'14/2010 L8.71 I SCALE: 114'= I'-a- J I 0 2 4 8 �1"!Iqflfn EM BYRD ME WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAdenAssodates 8090 Villa Park Drive Richmond, VA 23228 InV+) 264 -2228 ext. 12963 www.daa.co:rn NO. Date Issues / Revisions 0 1/20/10 100% CDs A2 3/15/10 STRUCTURAL X x A, 4/14/10 -x X x x X X X x x X X X x x x A6/15/10 VECHANGES X X X X X X 100% CDs x x x x X X X x x x x x X X X �D X X X X X X X x x x x x X- I X X 00 x x X X X X X , X x X x X X X x X X x > x X x X X x x x >1 x < X --� x X X x X X X X x x x X X X x x x X X x x x X x X X x x X x x x x V 1, X x X X X X X X X X x x x x x x x . x x x X X X X x x X x x 'd LU X+x X X X x X X X x X X I X x '-X X X X X X X x x w X X X x X X x x x X x x x X x x x x X X X x x x x 1, - x x x x x x x - x x x X X X x x x x -x X X I IGHI EIXTURES X (4) TQTA1 HYDREL 9100 x X X X X X 1�x X 1< X X x X X x x `2'-Y, AYR. R - X X x x x X X x X X x x x x x x x x x X X X x x x x x X X X X x x x x x x x X X X x x x x x x X X X X x x x x. x X X X x xx x x X X X x x x X X X X X X x x X X X x X0 Lij x X X X x X X X X X X x x x X X X x x x x x X X X LLJ X X X x +X X x X X X X x x x x x x x x x x X X X X X X x x x x X x x x x X x x x x x x x C 4 8 16 Liahtinq at Entry Wall SCALE: 1/8" V-0' 71'14/2010 L8.71 I SCALE: 114'= I'-a- J I 0 2 4 8 �1"!Iqflfn EM BYRD ME WOLTZ LANDSCAPE ARCHITECTS Structural Engineer DraperAdenAssodates 8090 Villa Park Drive Richmond, VA 23228 InV+) 264 -2228 ext. 12963 www.daa.co:rn NO. Date Issues / Revisions 0 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A, 4/14/10 VE CHANGES 95% CDs A4 5/11/10 VE CHANGES 95% CDs A6/15/10 VECHANGES 100% CDs STAMP PROJECT NAME St® Anne's Belfield School Albemarle County, Virginia 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 0901 DRAWN BY: Ms CHECKED BY- SM DRAWING TITLE ENTRY WALLS DATE: June 15, 2010 SCALE: As Noted DRAWING IWMBER A LJO C5 0 C%4 Ld (D C D D 6 0 r) 0) C- 0 C) I-, 0 0�1 0 rn V) 1-11 PoAr AL; THE GE-0,T[CM-10A. ENG;INEER%4G STUDY FOR 'THE PROPOSED ST� AINNE'S BE FIELD 9'CH0%-,' IN ALBEM E VQ1CA-IA WAS PRERARED BY C=CH EKINEERING MD 1`57-01C INC, DATED AP-ft -3, 20-08- T�C OF THIS REPORT SHALL BE IMPLEMENTED FOR THIS PRO-JECT UNLESS NaTED M.ERWISE, I.- 17007ING SIZES AND ELEVA-RONS ARE BASED 'ON AN ALLO W.LE 'SAFE -WL REARINO, CAPAOTY OF 2500 PSF FOOTINGS SHALL BEAR ON UNDISTURBED SaL OR 531MCTURALLY 0010ACTED FILL OF AT LEAST IRS WORIGNC SAFE CAPACITY. 97 SOIL OF N, IS QUALITW IS NOT F000 A! Nt ELEVA"MS INDICATED, FOOTINCS MAY NEED TO BE LOVERED OR ENLARGED Al THE DISS-CRETION Or, TW GEOTE-0511410%L DGINEER. 2- WHERE FMTING ELEVATIOIN 15 NOT NOIU OR.- DETAILED, TOP OF FOOTING &HALL BE 2"-0' BELOW RINISHED GRADE MC' A.S. KOJI K-ED TO ACC0.9- MODAIFE LjNDER-'5-A8 U rKITIES. -A RE0JIq1,0 By- SMq- BEARINO -CONDITIONS 04 AS '14,f0J'IKVL0 10 MA1011 posnNO OEARMG. "X0fTI0N5r 3- ALL SWjCAjRAL1:Y COMPAMD FILL SHALL BE Of MAV,,-RIAL QLASSIFIED CaL, ML, SCj� SM� SP, SW�j GC� GM OR GV ACODMING TO AS-14 D-2-4,87, FREE FROM CLAY BALL$, MASH, DE8RIS OR 01140. DCLE n-100S MArTER. 4- AFTER 55T WIPMG MATERIAL PROM KIREA TO EE, GRADED, REMOYE ALL UN15UITAHLE MATERAL FROM EXPQSED ISUB-GRADE. '-,-UCH- AS DEBMS, TRASH, OK'ANIC MA77R OR SCOT SOIL SOAL SURFACES RECEIVING COMRACTED S7jRVVpJRkh FRI S.A."IALL. BE. PROOF-RMED WTH A tOADED WVP -RUCK ONOER THE OBSEE-RVAIDON OF TWE C-EDTFOHNIGAL FUNGINEER. AREAS EXHIEV9NG EXCESSIVE PUNFINC% WEAVING OR WITTING SHALL BE EXCAVATIM AND REPLAC113 VATH COAPACIS, STRUCTURAL FIL OR SCARIFEED, DRIED AND RECOMRAP.IW AS REWM"..fDr�o BY THE OF-01EChNICAL ENCANEER PRICIR TO PLACR4 FILL� AkL FILL 5"ALL CC PLA00 IN f550 fj�JCQMPA-00, LIFM (M01MV101) AND COMPAOTED TO A tANIMU-M Or 915X OF TK,, MUNKwul-m- DRY DoSgTY QBTAINM IN ACOGfOANCE WITH ASSTM D-69.0 (SlANDARD PROCTOR'). THE' MOISTLIRE CON"-,T Of- FILL AT TWE &F PLACEMENT SHALL, HE MTHIN +/�-: 3Z OF THE GFI-IMUM NUSTURE CONTENT DETEFW.IW3 IN THE LA-B�W—DDRY- COMPACTED RLIL 101H A SLOKE OREAIT-R 1HAN 2.5t1V SHALL,' BE BNCHED ITPO ALLOW PLACLUNT or HORIZONUL uFr& ALL FCALINDATION UCA14ATIONS SHALL BE CBSERIX0 ITY THE PROECT GEOTECdNICAL EDNGI!Ak�.. AND APPROVED FOR FIM-TINGS, RRIOR M PLACrAG CoMr-RETE.L ALL FUJNDA-TIONS 94ALL BE' CCNCRE,TD PRWTLY FOLLW10 NG INSPECTION. AL 7H 7- THE HORRON-TAL 015T�AQEE SETWE R ME E N� KE IN ELL VAU ,,EN STEPZ4' IN -Wk.L FODT]Ri�$ U,� OE Al LEAST "T%O I A E X TR IN-0 CONSIRUC ION DIVECT *ATER A*AY FROM FOUNDATION Af,----TCR Sm"pLL 1AA NTAJN ADEQUATE S17E 0 ANAGE NAR 00NSMCTIQN AREAS. AWY SLME-GRADE S(XS WAVXNED BY THRWI!�H SATLIRATIa-4 OR N-STJ116ANCE $HALL BE REMOVED 'AND REPLACME WITH COMPACTED SIRNTURAL, FIL. 9- MN'TRACTOR 9OLL COMDINATE EXTERIOR 97F. *KRX, iNCLUDINO $TFP%, WAL�k;S AND F041$HED �GRADES, *71H 17%)INDA10N MfRK- ("ON"'RETE NOTE'Ll lfl AND PLA!CEIMENT OF �IEINFO*fr"INC- STEEL, FORM !NOPK'i ?AX1trt,, HAWN-10.4C, PLACIN8i PINISS�016 AND CURING Cr- C04CRETEE SHALL HE IN ACC0RDAIe.-,[,E WITH ACI 'MXNUAL OF STANDARD PIR-ACIRCCE FCW- DVAIUNG, REONFORICED DONCWETE STRUCIURE-S- (ACI-3115) A103 ACI "BUILDING GGOE REQ11REMENTS FOR .-REINFORCED CGONCRETE- (Acl-mRsy LE-1-13 -OR Q N ETE CiONCKTE MINIMUM STRENG7,11-1 AT 25 DAYS SHALL BE 3500 PSI FOR SITE WORK UN S NOTED 00-H WISE. F a- CR 014*01ER THAN SLASS ON' 4,A-A.0t, MAAWJPA WATER-TO-CEMENT R-ATIO SMALL BE OAS *111-H MAXIMUM SLUMP U-r 4- INICHES� MAkIffiN SIZE OF D)ARSE ArAWGATE SH&L BE 1 IN,0-11. AIQ, ALL AOCREGATES SHALL C-OW-700m, TO ASTM C-113, 3- EXTERIOR COPRNErc- SHAL1 BE AIR ENIRAIN � AIR CONTENI TO SE BETWMEEN 5 VM- 7 rERCD41T aY VOLUML 4- ALL R1bNtF0AU,0*G STELL SHALL 13L IN A-OCORDANOi- 611-1 ASIM A4615 (51), NEW NLIET SJE-11 '01 9-ORMED AAR-S, (�qALIP 60- UkkESS NOTED OTHERWISE, ALL ;REINFCRCING BAP SPLICES ISHALL BE ACI CLASS B TENSION L"AF SRLIM. WaFDED WIRE FAmWC (W.W.Fj SHAUL i�MEET ?ZTM A!-v;.f,. MINIMUM %�.*F, LAP AT SPLICES SHALL BE 8 INOHES� T T R(XAVAANC, ,'1Q-40RETE 4, R 5NALL BEE PROVIDMED FOR REIWFORC�EMEW7 NEAREST THE 1)E35CWBEJ) �SLIRF&OF-,, �ft,. k-)-,F, p- H -E$f-" N jD OTHERWISE, RT P 511; 3 INCHES ---NT12r EPl OSED TO c*A _TE CAST hGA,.ON,�-T AND PERMAW C,ONICRETE EXFO-SED TO EARTH OR AVEATHER., 06 OR L.,s RGER PAR& 2 IN, #5 OR 9A-AVUR BARS,- 1-1/2 IN, CONCRETE �*T ENP050 TO WEATHER OR IN GONTACT IM71-1 G n�UND: -%AK, WALLS, AND OSTS-.� #11 B-AR AND 5MALLER: .3/4 rRN- WEAM5 kqr� CQ'I.MV5, S'nRRUPS AN40 INFES; 1-1/2 I'll, 6, N-L FORMED CONSTRUCTION JCANTS SMILL INCORPTOTE STEEL PLATE L-f-W, TRANSFER DOWELS LOCArtfl). AT MID-D&WM OF' S331LA09- R,�,,ATE I I [H4-,Y i,)Q NQ1 -L-,,tHIFT �,.-IURING .5 51-HAIL e-F 50 CUT F"-', A-3-6 STZ AND ADEQ-jATEI-,Y SUPPQRTED, AT TF JOINT �-O THAT CONCRETE PLAC®RAENT AND FiNtSHIRG.. UNLESS NOTED OTHERWISE, PLATE DGWEL'S SHALL BE 4"x4h' SG,041�. .-PLADE-0 IN A "OIAMoIQ " ORiCtNTAII(ik Sk!C-H IFHAT TV.,F I NAL DIMEN$ION OF THE PLATE AtYONS WITH THE XANT- PIA E DOVift-13 5-F-41 K, K-,k,,'ED AT A VA-XI-VIAM 24, $FA0 G ALQNGU ALL C-01115TIA)CITION jMX T LINEF�� 1�. GAST 51X CYUN "t, .5 OF FAQ--i CUNCRE--W R(Y JR. ILcT TM CYLLINMR5, SLVEN DAYS. AFAR Q-A-'j-TI%w ANO TNW �AYS AV, QkSTINQ Fall) TWO CYLIWERS FOR POSSIBLE TEST UNTIL 60 DAYS AFTER CASTINS. DITSOM OT CYLIWER IF TEST �ES NOT KOUEVED., SEND REPORTS TO AROMITECTi, CONTRACT-COR AND SMUCVRAL ENCANIM. MASONRY NOTESS ji I' III I-IN CIONICKIE BLOCk UNITS SHALL QW- LY 4175ql Al�;TU 040, �,RADE N, WITH A. MINIMUM WMPRE-5S9,VF SIRFNGTH OF 1000 P�j OKI TKE GRMIS AREA ANM 215D JP51 ON, THE WET AREA. BRIC9 UNITS SHAA COMKY WITH X5711,iM 062, ORADE SW, %500 PSI COMPRESSIVE -STREICTH. 7 UNLESS NOTED 07HERNSF- MORTAR FOR EXFRIOR AW FCUI%NDA7,k'.H MASOWRY SHALL BE 'rYPE S", PORTLAND CEMENT)TIME IIAGRtAR, �ALESS NDIED QTHERM1,SE. ALL C-QNN. ElF VAS �MR`Y SHAL _:F -aFNj7,TH Fm. OF jWQ P-9 AND ALL HAI& A MINI?AJM CQWf1RF;SIVE %, 7 D-RIC9 MA%-NRY SHALL HA* A COMPRENS W STRENGIrd F'm OF 1900 Pg., C'MPRER-SWE STREN MM' SHAUL 13E DE TTRMINED BY '71HE UNNT STR94GII-I METKW. 4. R-GRIZONTAL MASONRY *4LL REEINFORCEM T SHALL BE ORR EQOAL�, 00VORMINCp TO Ac-3TM AaZ M-LD DRAWN STEEL WE., No. 9 SIDE RODS AND CROPA -IMS, LADDER STYLE, GIALVANIZED-- 5 kL ANCHOR RODS AND REINFORCING; IN MASONRY SHAPI BE COMR-EXULY GROUTED. Opftff F(.1A COLL4 I joiNTS IN WALLS AND 'A KQ-50R M-TS $HIAII 8E MORTAK M-,VJT' FOR REIWORCI K- BARS SHALL ff, SMD AG3CREr-ATE CEDMENT 1--:R500T MNSMRY CELLS TO BE, GROUTTI) SKALL ENEE CLEAR, OF ALL MORTAR FIRS, DERWYE OR OTHER CES71RDnONS S-ILICH 114IAT THE FLOW OF GROUTIS N01-01 INHIBITED. 6- ALL GROUT FM MOILITING MAWNRY BLOCK CORES SIHALLR HE MINIMUM 2-00G PSI SAND AGGREG.47FE CEMENT GROUT AND SHALL MEET ASTV C476. 9-1,110 FOR 7HIS GROUIT SHALL BE 9. MAXIMUM GRC$JT LIFT TG, BE 5 FEET. ALLOW A. M1941WJM OF 24 HOURS FU� MASONRY 70 SET PRIOR TO 004)'M-, G. R MI OR ABRAZ GROLvT DURINO- k-AtEmENI PEI 0SLAE SOLID G*-0(Jt1W0. ALtow AT; LEAST Vzr,% "'�'TES BETWEN ;5U1,1kX545NE UFTS� 7- MASONRY CONSTRUCTION AND MATERIALES SHALL CONFORM TO AH REQUIREMENTS OF "WECIPGAW1,JS FGR MASONRY STRUCITURC-� (ACI-5MJ./.ASa., 6-05) PLIBUS-HED aY TK AMERICAN IC'OtM-TE INS'11111UTEJ EXCEPT ASS MC01FIED BY IHE. CONIRIACT E=UMENTS. & LAILESS NOTED GTHER.MSIE�. PRD� -0, E 3/57 VERTICAL 00NIROL k1INTS IN ALL MASr,.NffW AT 26-0' ox-. (MAX) AW AT ALL WENIRANI� CORNER,& !4- GROUT ALL MASONRY CELL$ AND COLLAR JONTS K-71OW GRADE SOLID. STRUCTURAL IROUGH) CARPENTRY I- WOOD FOR -151116, BEAMS, JOISTS, HEADER55 AND PLATES SHALL BE' 141,11 2 SOLITHERIN YD-Low PINE, VITH mDF,50E 0% N-- ITENT NOT TO MZED 15%, , &L -0'00D A D HEA.DEn �MLL HANE NO t�ft7qS. , LINTELS . A 2, PUMUOD SHALL �RE APA RkIE01 SHEATHING, WITH -EVERIOR OLLIL WHEK. ROOF SIIE04% PANEL MUES AR-,E 6NOT 03LOCKED, MASTALL (1) PLYWOOD SHCADHING CLIP -AT F,401-1 SPAN;NIW-3 FRICL EDGE, 3. ALL W-= IN 01,%WV WN� tOKC-M-TE, KASONRY OR CROUNO SM-1 BE PRESSURE-TREATED IN, X1,10-RD"E INITH 0131 STANDAN 4, UNLFUZ NOIED ONPI! ERMSE, ALL F-ASTEN'sNW P0 5TRUC-loURAL-, WOOD SKL BEE 9N 0CCOROANCE WIFTH IABUA 2X,5-2 OF THE KCA B&�-IC BUILDIC CODE.. 1�01%,- FLOOR SLASE SEE PlANS FOR ITMCKNIES'S, AND RDINFORCEMENT SAWCUT JOINT A s � p[-,p.A,3 um W.W. V 4�` POROVS FILL VAPOR BLARWRER SOLIND 5U8-GR-ADE 2;!A U4 U- U11 LI-11 -4 EP,RRIER - 4: 1 p 0 va 0 U's " FILL T`Y`rr-*1CAL RECESSED SLAB ug"ETAIL zq±,; Vql"- pi'-01' PREV011SLY R-ACED- OICYMCRETF- 9 J0110% SPLICE NCI-711L. SEE, SEOTIM FOR WAk-L REINF. 4! M1 rc71j 11 11; 1-- r z- SEE PLAN FOR FOOTING -STEP LOCATIONS 3" aw (Typ.. islIr , .11 # r-4`002' LG. SMOOTH CONC. FLOM- SLM— DONVej CENTERED ON SEE PLMiS FOR ,h'-M-,T AT 121vax� 01 PVC THICKNM 00 S-LEDXV Al W6 - tA ,,rffQ9,5(- ENT OF 5, 8 tM e t Q� R1 i pw- m \ -%`%--S0LJN0 DOWEL.- DETAIL r-Yp'4 [ar MANONG, DOWEL F1!V4E AND GONC� FLOOR SLAB- POCKITT FORMER LOCATED A!, SE PLANS FOR A7 18" MIR x THICKNE55 MD M,ANL--7ACrUP03 aY PNA REINFORCEMENT CONSTRUCTOON WECHHOLOGIES OR EQUAL� C-TR'D AT hd-D-13EPTH. OF SLAB N 64 1 8 -'R VAP OR I -A R WE P�RQUS FELL FIER S a U r'l D S U -'s - ej rw L, "WEL DETP.1`01L PLATE DO lip TYPICAL N-�i 00W, At EXT7, RACE OF WALL '144 00E Ix JAV' DEEP VV�16 � A 1/20/10 100% CDs A2 A Oz CHANGES A3 4/14/10 VE CHANGES 4 Z�, 5/11 /10 4, 95% CDs A5 6/15/10 VE CHANGES d- 100% CDs -a -7-77 t �q 161 KRIZ D01WERL IWS TO MATCH SIZE AND SPA. OF Hoklz,� WALL RDNIF'i 9.U- i 4 1HOOK51- A , M1Hd :3 Nor. -SEE. SECTIONS FOR WALL REINIF, TYP. REINF. DETAL AT WALL INTERSECTION NOT TO SCALE OPNG- SEE ARO�- EYPT-15 FOR DIM- #5 FU LL HG-t. AT JAIMB OF EA. - 13 P E "A G if' CELL AW,,ENT TO JAMB IS OBSTRUCTED PLACF 9%R IN, ADJACENT Cal pLkN, FDR WALL REINF,. TY13. #S FULL 141- Af �AAI-83, OF Sk OPINING TYP1(`;AL MA S-OkNRY REINF 0"R(;"IK`1 DETAIL " r-GANFA W, id 07CH VERT� IN SAVE ME LAP SR-107-7 i 1-010 HORIZ, CORNER IIARS 5AME SIZE ANLI �SPA., AS WkL REINF. IF HOW. BAR S17-E IS 0IFFERENT USE LAIMER SIZE 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 4 Z�, 5/11 /10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES A , M1Hd :3 Nor. -SEE. SECTIONS FOR WALL REINIF, TYP. REINF. DETAL AT WALL INTERSECTION NOT TO SCALE OPNG- SEE ARO�- EYPT-15 FOR DIM- #5 FU LL HG-t. AT JAIMB OF EA. - 13 P E "A G if' CELL AW,,ENT TO JAMB IS OBSTRUCTED PLACF 9%R IN, ADJACENT Cal pLkN, FDR WALL REINF,. TY13. #S FULL 141- Af �AAI-83, OF Sk OPINING TYP1(`;AL MA S-OkNRY REINF 0"R(;"IK`1 DETAIL " r-GANFA W, id 07CH VERT� IN SAVE ME LAP SR-107-7 i 1-010 HORIZ, CORNER IIARS 5AME SIZE ANLI �SPA., AS WkL REINF. IF HOW. BAR S17-E IS 0IFFERENT USE LAIMER SIZE 41 J, SEE SEGM-NIS FOR OLL REAF- 17. In NEW noll'Aw Niumm tructur ngineer Dra perAden Assodates 8090 Villa Park Drive Richmond, VA 23228 8 0 41) 2 KA--) 228 ext. 1 2965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale e. Suite Charlottesville, VA 22903 p: (434) 971-1591 fi (434) 293-7612 Z�� 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs Z�, 5/11 /10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES d- 100% CDs 41 J, SEE SEGM-NIS FOR OLL REAF- 17. In NEW noll'Aw Niumm tructur ngineer Dra perAden Assodates 8090 Villa Park Drive Richmond, VA 23228 8 0 41) 2 KA--) 228 ext. 1 2965 www.daa.com Civil Engineer Gloeckner Engineering/ Surveying Inc. 508 Dale e. Suite Charlottesville, VA 22903 p: (434) 971-1591 fi (434) 293-7612 Z�� 1/20/10 100% CDs A2 3/15/10 STRUCTURAL CHANGES A3 4/14/10 VE CHANGES 95% CDs Z�, 5/11 /10 VE CHANGES 95% CDs A5 6/15/10 VE CHANGES 100% CDs STAMP DATE: June 15, 2010 SCALE: DRAWING MUNMER