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HomeMy WebLinkAboutARB201300180 Plan - Submittal (First)M 32' EAST ELEVATION WEST ELEVATION (RICHMOND RD. / ROUTE 250) MATERIALS: 1 - CEMENT BOARD SIDING PRODUCT: SILBONIT COLOR: OLIVE TREATED 2-CEMENT STUCCO PRODUCT: PAREX VARIENCE COLOR: #202 ASPEN 3 - STAINED CEDAR PLYWD. W/ WD. BATTENS COLOR: SW -3533 LEEWARD 4 - STAINED CEDAR SIDING COLOR: SW -3513 SPICE CHEST 5 - STAINED CEDAR TRIM COLOR: SW -3533 LEEWARD 6 - UNPAINTED GALVALUME 7 - TRANSLUCENT 3 -WALL POLYCARBONATE 8 - MARVIN INTEGRITY CLAD WINDOW COLOR:BRONZE 9 - MARVIN COMMERCIAL CLAD DOOR COLOR:BRONZE IOLF ACKERMAN DESIGN 12.09.13 MOUNTAINTOP MONTESSORI elevations - 1/8" = 17 -0" NORTH ELEVATION 1 SOUTH ELEVATION (ROLKIN RD.) MATERIALS: 1 -CEMENT BOARD SIDING PRODUCT: SILBONIT COLOR: OLIVE TREATED 2 - CEMENT STUCCO PRODUCT: PAREX VARIENCE COLOR: #202 ASPEN 3 - STAINED CEDAR PLYWD. W/ WD. BATTENS COLOR: SW -3533 LEEWARD 4 - STAINED CEDAR SIDING COLOR: SW -3513 SPICE CHEST 5 - STAINED CEDAR TRIM COLOR: SW -3533 LEEWARD 6 - UNPAINTED GALVALUME 7 - TRANSLUCENT 3 -WALL POLYCARBONATE 8 - MARVIN INTEGRITY CLAD WINDOW COLOR:BRONZE 9 - MARVIN COMMERCIAL CLAD DOOR COLOR:BRONZE )LF ACKERMAN DESIGN 12.09.13 OUNTAINTOP MONTESSORI elevations - 1/8" = 1' -0" .t Ll J, J�t ' ♦w. -Fp `A; AY -, -f .46 1. x^., Lk..•... - . ,1 -- n a a a . w .x n ,a". fl• -xJ• _ ^} __ - - .• .. • . ..• .• .4 • -. - . • A ^-rr -:'.111 �.� ;: • :4- :f"_'. -:T T.Wr- ?r - i. - _ scale: V= 10' Rain Garden Plants Legend ® Swamplas Incarnate Swamp Milkweed 0 10 20 1 Panicum virgatum Swit 'Shenandoah' ® Juncus effusus ® Lobelia cFlowerls Shenandoah Switchgrass Common Rush Cardinal Flower J / J J J, =. / 1� °C YPRESS ♦`� % / �p y C� O 8 „SYCAMORE l I ii ` i 4 ,.Q o � 1 � 1 h , � 1 1 I \\ 'll ; 12' BOXWOOD o 12 BOXWOdD o 10 i i I ! 32" A� l 12' 1BOXW?OD 1 I I' 72' BOXWOOD O 24 ° A,' �i 112' �O,�WOOD o I I I I 24 " A i I I i to 1 ?' BOXWOOD r I F 1 24 " JUIVIPE4 %I 1 STIRUk3 2'R OX )FOOD MA's,S11VG I r 1 0 I 1 1 24 ' 4 II l Iv O / l 12' BOXWOOD t t HOL L Y SHRUB MA SSINd PINE 1 � 1 1 1 3 TREE / CO o � S�IAAApL � 5 "MAP � \ CY'RR SS MA PL E o MAPLE n ,, v -\ -- - H X _ -- - - _ HOL L W THORN -� -- OHS - -- -- -- ONE � .� ��E -� - - - ` � � � •�_•- � _ , -- 0HE OHE� - - OHE� - " ti - -- 6fTEP� - _ -pbE -• r - rte• .` - - - - -1- __-- ____ scale : 1" = 20' contour Interval : 2' 0 20 40 80 Iris versicolor Blue Flag Iris - ' JH J 't'FA,- -�-- 3 V7` 0000 / / I ' .' / ' , / / y WlIZ44 /I 1 ac t / b FG ,r + +r r rr 1 001111+ 1 AC r " ' 310 i 6 VD n / + Is \ s ' 1 CCC / 6 KL i■ 'r 5 VC 235 RA 1215 SC - - OHE 10' OVERHEAD ELECTRIC EASEMEN7 (POLE AND LINE HEIGHT VARIES UP TO 25' MAX.) 4 , !S TOP SIGN -1000 1 DV 1 OF Albemarle Tree Conservation Checklist 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: -TREES TO BE SAVED; - LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); - LOCATION AND TYPE OF PROTECTIVE FENCING; -GRADE CHANGES REQUIRING TREE WELLS OR WALLS; - PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: -ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. -NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE - CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED, 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE, TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP; PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 0 13, DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPERxS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) 09/29/08 09/29/08 CONTRACT PURCHASER SIGNATURE IDATEIx Landscape Requirements 1. INTERIOR LANDSCAPE REQUIREMENTS FULFILLED: PARKING AREA: 13,930 SQUARE FEET PLANTING AREA: 4,396 SQUARE FEET (31.6%. 1 LARGE TREE PER 2,5 SPACES) 2. TREE CANOPY REQUIREMENT FULFILLED: SITE: 6.71 ACRES TREE CANOPY; 2.1 ACRES 130% TREE CANOPY COVER) 3, LANDSCAPE BUFFER REQUIREMENT FULFILLED: BUFFER AREA BORDERING R6 RESIDENTIAL CONTAINS EXISTING TREE STANDS & EVERGREEN TREES THAT WILL BE ENHANCED WITH ADDITIONAL EVERGREEN, ORNAMENTAL, & LARGE TREE PLANTINGS AS WELL AS A 6' HIGH BLACK CHAIN LINK FENCE. (PLANTING OCCURS DURING PHASE 41 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Landscape Plant List Legend ORNAMENTAL GRASS Schizachyrium scoparium 'The Blues' ®GROUND COVER Rhus aromatica 'Gro Low' TURF TYPE FESCUE RAIN GARDEN MIX OSHRUB * EVERGREEN TREE FLOWERING TREE )IL CANOPY TREE CODE SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER/ SIZE CANOPY AREA TOTAL CANOPY TREES CANOPY PLANTING 0706 � u Checked: RBM AR Acer rubrum 'October Glory' October Glory Red Ma le 5 2.5" cal. 452 COM Celtis occidentalis'Ma nifica' Hackbe 2 2.5" cal. 572 4 DV Diospyros vir iniana Persimmon 2 2.5" cal. 151 FA Fraxinus americana 'Autumn Pu le' White Ash 6 3.5" cal. ! i� LS ��� " "\ _ - - �- - - - . -I =fir / ♦' � 249 LT Lirlodendron tuli ifera Tuli Po lar 1 N Dv 430 ��, N ssa s Ivatica Black Gum 1k y6 2.5" cal. 151 MAILBOX r• 4, ♦ \ \\ Quercus albs CCC ♦`♦ `'o 2.5" cal. ` 1 LT ! QC 4 _ Scarlet Oak 4 2.5" cal. 370 UNDERSTORY PLANTING AC \ 1 Downy Servicebe 1 OF ♦ ♦�� 1 - 1.5" cal. 130 520 CCC Cercis canadensis Eastern Redbud _ w ` 1 - 1.5" cal. _ 124 1 AC - CF _ Cornus florlda Flowering Dogwood 12 1 - 1.5" cal. - ' JH J 't'FA,- -�-- 3 V7` 0000 / / I ' .' / ' , / / y WlIZ44 /I 1 ac t / b FG ,r + +r r rr 1 001111+ 1 AC r " ' 310 i 6 VD n / + Is \ s ' 1 CCC / 6 KL i■ 'r 5 VC 235 RA 1215 SC - - OHE 10' OVERHEAD ELECTRIC EASEMEN7 (POLE AND LINE HEIGHT VARIES UP TO 25' MAX.) 4 , !S TOP SIGN -1000 1 DV 1 OF Albemarle Tree Conservation Checklist 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: -TREES TO BE SAVED; - LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); - LOCATION AND TYPE OF PROTECTIVE FENCING; -GRADE CHANGES REQUIRING TREE WELLS OR WALLS; - PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: -ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. -NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE - CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED, 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE, TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP; PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 0 13, DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPERxS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) 09/29/08 09/29/08 CONTRACT PURCHASER SIGNATURE IDATEIx Landscape Requirements 1. INTERIOR LANDSCAPE REQUIREMENTS FULFILLED: PARKING AREA: 13,930 SQUARE FEET PLANTING AREA: 4,396 SQUARE FEET (31.6%. 1 LARGE TREE PER 2,5 SPACES) 2. TREE CANOPY REQUIREMENT FULFILLED: SITE: 6.71 ACRES TREE CANOPY; 2.1 ACRES 130% TREE CANOPY COVER) 3, LANDSCAPE BUFFER REQUIREMENT FULFILLED: BUFFER AREA BORDERING R6 RESIDENTIAL CONTAINS EXISTING TREE STANDS & EVERGREEN TREES THAT WILL BE ENHANCED WITH ADDITIONAL EVERGREEN, ORNAMENTAL, & LARGE TREE PLANTINGS AS WELL AS A 6' HIGH BLACK CHAIN LINK FENCE. (PLANTING OCCURS DURING PHASE 41 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Landscape Plant List Legend ORNAMENTAL GRASS Schizachyrium scoparium 'The Blues' ®GROUND COVER Rhus aromatica 'Gro Low' TURF TYPE FESCUE RAIN GARDEN MIX OSHRUB * EVERGREEN TREE FLOWERING TREE )IL CANOPY TREE CODE SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER/ SIZE CANOPY AREA TOTAL CANOPY TREES CANOPY PLANTING 0706 � u Checked: RBM AR Acer rubrum 'October Glory' October Glory Red Ma le 5 2.5" cal. 452 COM Celtis occidentalis'Ma nifica' Hackbe 2 2.5" cal. 572 4 DV Diospyros vir iniana Persimmon 2 2.5" cal. 151 FA Fraxinus americana 'Autumn Pu le' White Ash 6 3.5" cal. 424 i� LS Li uldambar s raclfiva _ Sweet Gum 2 2.5" cal. 249 LT Lirlodendron tuli ifera Tuli Po lar 1 2 2.5" cal. 430 NS N ssa s Ivatica Black Gum 2 2.5" cal. 151 QA Quercus albs White Oak 4 2.5" cal. 243 QC Quercus coccinea _ Scarlet Oak 4 2.5" cal. 370 UNDERSTORY PLANTING AC Amelanchier arborea 'Autumn Brilliance' Downy Servicebe 4 1 - 1.5" cal. 130 520 CCC Cercis canadensis Eastern Redbud _ 13 1 - 1.5" cal. _ 124 CF _ Cornus florlda Flowering Dogwood 12 1 - 1.5" cal. 124 10 Ilex o aca 'Greenleaf American Holly OV Ost a vir iniana American Ho Hornbeam 2 61-81 99 SA Sassafras albidum Common Sassafras 4 1 1 - 1.5" cal. 197 7 _ TOTAL 15418 GROUND LAYER /SHRUBS CAL Clethre alnifolia 'Sixteen Candles' Summersweet 5 3 gal. CS Comus sericea Redtwig Dogwood 8 3 gal. FG Fother llla ma or'Mt. Ai Foth r Ilia -� -2a 5 gal. IV Ilex verticlllata 'SparkleberW Winterberry Holly 7 3 gal. _ IV1 Itea vir in #ca 'Henry's Garnet' Sweets ire 8 3 gal. IV2 Ilex verticillata 'Apollo' Winterbegy Holly 1 3 gal. KL Kalmia latifolia 'Olympic Wadding' Mountain Laurel 20 5 gal. LB Lindera benzoin 5 icebush 5 5 aal. MP M rlca pensylvanica Northern Baybegy 9 5 gal. RA Rhus aromatics 'Gro Low' Fragrant Sumac 235 1 gal. VC Vaccinium corymbosum Hi hbush Blueberry 8 5 cal. VD Viburnum dentatum Arrowwood Vibumum 6 5 gal. VN Viburnum nudum 'Winterthur' Winterthur Viburnum 8 VP Viburnum prunifollum Blackhaw Viburnum 6 5 gal. VT Viburnum tdlobum American Cranbe bush 3 5 gal. Viburnum ORNAMENTAL GRASS SC Schizach rium sco erium 'The Blues' Little Blue Stem 1215 lug 2' -0" o.c RAIN GARDEN ROOT SPACING Al Ascle ias incarnata Swamp Milkweed 43 1 aal. 18" o.c. lVl Iris versicolor Blue Flag Iris 29 1 gal. 18" o.c. JE Juncus effusus Common Rush 126 1 gal. 18' o.c. LC Lobelia cardinalis Cardinal Flower 45 1 al. 18" o.c. PVS Panicum vir atum'Shenandoah' Shenandoah Switch rass 437 lu 18" o.c. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 f: 434979 -7522 f: 434 -977 -1 194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves Its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts. Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts. Ltd. �� peRMANTLE U C ISTOP LICENSE No. 0406001716 ,_ APE A1tC . Revisions: 1.2/27/08 -. FINAL ARB REVIEW 2.4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1 /30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENTS R. 03/31/14 MINOR SITE AMENDMEIV 5 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO CONIMENTS 11.05/29/2014 ARB COMMENTS 12,06/13/1114 WPO COMMENTS 13.06/23/2014 ARB COMMENTS Scale: 0 Date: 06 /23/14 C) 0706 � u Checked: RBM 0 Q o U U U "W . 1-4 CIS C) V J i� o � Revisions: 1.2/27/08 -. FINAL ARB REVIEW 2.4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1 /30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENTS R. 03/31/14 MINOR SITE AMENDMEIV 5 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO CONIMENTS 11.05/29/2014 ARB COMMENTS 12,06/13/1114 WPO COMMENTS 13.06/23/2014 ARB COMMENTS Sheet No.: Scale: 1" = 20' Date: 06 /23/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: I 3 --- -A, EX-CV13) Storm Sewer Structure Schedule (STS ................................... . ... ....... I., ....................... ... . . ..................................................................... . . . ......................................... .............................. .... ......................... ... ............. . . . ..... ... . . .... . . ......... . . ..... ... .............. ................................................................................................................ . .. ...................... . . ......... . . . LINE/ STRUCTURE INVERT INVERT FLOW CAPACITY Q10 DESIGN Q10 VELOCITY ID TYPE TOP ELEV IN OUT PIPE DESCRIPTION (CFS) FLOW (CFS) (FPS) NOTES syQ ......... ............. I .. ......... . ... ........ .................................................................................................................................................... ..... PROFILE SH. ...... . ....... .. . . -.1-1 ............ ................................................................................................ .................................................. W Al 15" DIA ADS INLET 121.00 119.00 14, 27.1 LF 6 DIA PVC 2.72 1.46 11.9 6" PVC ROOF DRAIN TIES TO 3A-60__' T 50-30- 69*30'29*' STS-A @14.43..% .................................................................. 3__ oo . ........................ .... . 63... 111.25 THIS LINE. DISCH TO RG-1 0 R 72 24" DIA ADS INLET 101.57 1- - ro \L 87.95 .50- 37.4 LF 12- DIA CMP @ 8.42 0,35 1.13 S 7 0 % 3`11if S 6" LINE IS FROM PERMEABLE 13.73% (EXISTING) -13 84 15" DIA ADS INLET 105.25 STS `109.25 107.50 cc (6- HDPE) (8- HDPE) 80.6 LF 8" HDPE @ 2.79% 2.58 0.99 6.7 PAVEMENT OVERDRAIN B2 4' DIA PRECAST 110.1 102.38 101.86 " MANHOLE (12" CMP) 103.02 124.8 LF 12" DIA CMP 8.42 1.34 6,8 CHPRp Y + 110.1 (8n HDPE) 13.73% (EXISTING) B1 EX. CURB INLET 90.0 85.15 85.08 ................ ....................................... .......... ............................. .......... ........ - . ... ............................................................. ................................................................................................................................. ........... . . ... ........................................... . ...................................... Sanitary Sewer Structure Schedule (SS-A) A/7' - - - - . i I I . OqA PM�y TL % MAPLE - --- --- 0 01 0 . . .. ............................ . . . . . . . . . . . ..... ................... . . . . .. .................................................................... . . . . . . ..... ... . ......... STRUCTURE INVERT INVERT + LINE/ TOP ELEV OUT + PIPE DESCRIPTION PROFILE SH . ...... ......... I .. D ....... .. . ... Lill TYPE IN L MH-EX1 4'DIA PRECAST 87.50 66.0' (EXISTING) 32A LF 8" DIA PVC @ 18,52% SS + -A CO-Al 6"DIA 96.00 91.10 91.10 CLEANOUT 90.4 LF 8" DIA PVC @ 2.00% + 96.00 93-00 93.00 C) CO-A2 6"DIA CLEANOUT DIA PVC @ 14.03% + A/ 142.6 LF 8 + + 6, �xw6p % . . . . . . . ..... ........................................................... (FROM EXISTING CLEANOUT).. J " s - - ......................................... . + N \ I - __ V Grading and Utility Notes 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&S PLAN. 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e, CABLE, TV, GAS, ELECTRIC). 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO INSTALLATION. 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE NOT PAINTED. 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION, 11. ANY ADDITIONAL CUTIFILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ ENGINEER FOR BEST LOCATION. 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 13. ROOF DOWNSPOUTS AND DRAINS TO BE MIN. 6" IN DIAMETER, UNLESS SPECIFIED OTHERWISE. 14. ROOF DRAIN PIPES LEADING TO CISTERN MUST MAINTAIN A MINIMUM OF 1% SLOPE, 15. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ACSA WATER AND SEWER CONDITIONS 1 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY ACSA 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND. MMMMOMMOOM PHASE 1 LIMITS OF CONSTRUCTION 0 8"SYCA MORE + + S)DPUCE ARL + + + L& 4 "MAP r F OXIM�OOD IrC YPRFSS i 12"CYPPESS + + + 6' L30AVVOOq\ cp% _9 4PtJB +MASSING + + + + W(P _,,A� A .J 5�A PL 5' A /P f S TOP SIGN + + % + + CD qO tl\ _Q I 40 5301140" I + STOP SIGN R 2 10. 0 o, + CYPRESS C�)6pt V + T 105.15' Mmiq�=M= - MMMMMMM=04�=l r 24 HOL L ?1 + TPF T L 194. .: . . . . . ....... .SIGN\ .......... 1 114.36 0 ZIP OLL A TL_E 0 Wnnn NGL ISH WA L N 44" < ')+114.68 69 0 Ix BOXWOO 73% XI SNW) P 41 24 AN C M YR:TL E\ QJ L.0 U) 0 12', BOXWOqD 121.87 A R 1 32 ASH 'A /* MH B2 N 0 12+ (BOXWOOD 1 1) / / v 18'BOXWOOD 12.91 X 112' BOXWOOD 0 36 V A if i 141 II 24" ASH t\ 112' POYWOOD 10041'23- 1 1 r'R 210.00 10 BOXWOOD �5 /11 N IE4��l I IN 19-65: IN VW N1 T X 181 'x 4 0 Q�v 24" ASIJ 0 L S 39-18 &AgAIN j 0 6 6/WYE 'IN - OV J G UNDCaV,�� GROVND h22141 I J ...... 19 LF I al ..... ... I ?,I A ........... 10'BOXWOO ...... + C) 1� B�XWOOD 1 11+ 4.94 P f HIP4. liff: I \A1 b C.;HLHH A OTH W A L /'H 0 24 A SH 4NIPEf� NYLOPLAST T ,U)e 2' BOX VfO OD I I— 14-21P�F 6` P21A S C) IVA&SING 0 5 C �35 C 0 1 1.- JA PA IVESE 6X6X4 WYI� J CO MAPLE 4X61NCREASEI� 1 1 1 IS-) / / 8S� 12 6 + C4 biqoy WE T go POP �1411LA VI 1 6 -1 111.751 Al 0 1� I t�PAL ------------- 24 ASH 0 J U )8 BL CKGUM (UPPER F�h) 0 8" PO AP A F�E 112-00 0 < I (LOWER �LR) 0 C) LL 111.75 _��VPUB MASSING / E i QL VE i I I . . ........ . 1 50 + + 7Z 5 C') 4N C T I T S CO 12' BOXWOOD p PI H A Ir 1 I' r + v LL 4, 6" 1P/ ELIN HOLL Y MJ SHRUB + M./ -4 o� %� �1 -\< I/ I ]WESS MIA S SIN � �k _.o. /::El- I C W R/ / i AN ER/ No! ,,I PINE v'-Y'Y 'y-"1-yy y --N` Y, y-y­','Y'y'_1_N_1_11 y , r � 1� "I v IV N IVI FQPS Y TfXl�- 'MA S'SbVG­--,' F A-J­k A A 8X&X6 R A2 -F��XtTING SANI,T��Is R 4 / I/ I I MAP Y THIA SH CO 6 TREE 5 "MAPt -1,. A, 1� A4 1 35 VC P�14_03� WYE ME6E' 5: 'MA,)�L 142 6 LF 8" S SEWER C.0 CYPIR S ER I_Af�pk 0 CY SS MAPLE MA PL E TIE A + GL - - -, I - - _Q/LIN&/T CLEANOUT AW7ARY W THORN X X )HIYL NPRSERTRR L OHEX, OHE OHE7 - 'OHE-OHE OHF, 01-rE OHE -16HE- OHE OH� *OH _0HE- 01 7 p .j j ......... J/ PHASEM, - LIMITS OF CONSTRUCTION 0 84/ 4 0-45"1 C, 77� -13 1.89'/ scale: 1 20' ..contour interval 2' ILI" 5417 T 0,0,0, .- _1 _ I., / / I I 11 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434977 -1 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights 'n these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �NLTH OF P;N CHRISTOPHER L. MANTLE LICENSE No. 0406001716 P E ARC OY Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/08: ARB COMMENTS 3.6110/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28109 FINAL SITE PLAN COMMENTS 5.03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WFO COMMENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Scale: I" = 20' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: REIM Cz O 0 U o U 4-b rl Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/08: ARB COMMENTS 3.6110/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28109 FINAL SITE PLAN COMMENTS 5.03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WFO COMMENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPO COMMENTS 11 Sheet No.: 11 05 Of: 17 Scale: I" = 20' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: REIM 11 Sheet No.: 11 05 Of: 17 i■ Survey Notes _ 1. WATER AND SANITARY SEWER LINES AND LATERALS LOCATIONS ARE APPROXIMATE ONLY. / 1'\0 ` - .. �.. ` `� o .- -. / .• -- '- ALL WATER AND SEWER LINES THAT ARE SHOWN NOT WITHIN EASEMENTS HAVE NOT BEEN SURVEY LOCATED. DO NOT USE FOR CONSTRUCTION PURPOSES. ` , ✓ 2. ELECTRIC, GAS, TELECOMMUNICATIONS AND CABLE TV LINES ARE NOT SHOWN ON PLANS - ry �' i `� �� �. \ - ` `� r - �\ �' _ _ - _ 2' V TIiCULAR BARRIER \\ T _ CONTRACTOR MUST CONTACT MISS UTILITY 24 -48 HRS BEFORE EXCAVATION, DEMOLITION r r \'� -�C� - 50 -30' o = 69"30-29" CO OR ANY CONSTRUCTION- MISS UTILITY CAN BE REACHED AT: 1- 800 -552 -7001. �� onn� /i _ -. -. r`�, \\ 5 Q °A6� } ,,n \L = 87 -95' R = 72.50' 3- BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY. DOMINION DEVELOPMENT `9`s�o ' \ \ -. `. - - ` / RESOURCES. LLC. CHARLOTTESVILLE. V J 006 Q R_ �'cg4'F�� QJ r i, \ �~ .. ` - ` _ �;� \ ,�► ��9 13 _ A_ LINE 7, 2 C o \ 4. SURVEY DATUM_ ASSUMED DATUM �.� f �,� r >o�y �. H \.\ \\ 9 / C 5- BENCHMARK_ SW -MOST CORNER OF THE SITE - ELEVATION 102.90 Demolition Notes , ' ` \ APEiM�C TL \ �' 1 \�� f \4, , •`\ -�� ���_:4.1 �� i CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES V� / \5s M PL_oE F /�' - _ Q v� \ ♦ �� 1 \ ��� -" i `r•, '°y i , SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED_ 0.e 9S, 2- CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION. 1 3 NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL ; � PLAY A1I`F CO A \ CO , F f`-J 1 .'�,", ♦ \ ' 1 .�� p. S BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT. 4. NO PROTECTED PLANTS SHALL BE DAMAGED. DESTROYED OR REMOVED FROM ANY LOT. .; \ \ \ ,;•` `\ ' ',,�, B,` BOXY l I LAY EOLIIPMENT PI A Y`OUIPMENT I�� �! 1 i I : �. 5- EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING ``� rI - - - _._______ \� \� �" \ `1 ��` � ' OPERATIONS. MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, / ' �I \ 3 ,, �6, B �', !NV OUT - 84.$4 SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. ♦ / ` p _ - \ ASPI -IAL T PACING L U r �V� 8 "'SYCAMORE is ExrS TING PA KrNG S D�S \ / 1 I / f �� PA RK1NG LINES vvvKKKERE ND SUR Y�P�, ° ;1 } \ \ °` \� f VIN = 8515 6- TREE PROTECTIVE FENCING SHALL BE PLACED PRIOR TO DEMOLITION AS DEPICTED ON THIS Woak STEPS , - �\ r7 \ AND ARE PROVID FOR ` �APUCf 1 1 PLAN- AFTER DEMOLITION IS COMPLETE AND THE GRAVEL IS INSTALLED IN THE PARKING / \ GRAPHICAL REPRE NT TIO� ONL Y, ,� �� �� S ,+ OUT _ 85,08 LOT THE TREE PROTECTIVE FENCING SHALL BE EXPANDED AS SHOWN ON SUBSEOUENT SHEETS- / - _ `' ��� \ \ �/ \ \� 4 "MAPLE 7. EXISTING GRAVEL PARKING LOT WILL BE RE- CONFIGURED- STORE AND REUSE EXISTING � i _ .. - f -- - _ - �P \ • , \� mR�/ GRAVEL WHERE POSSIBLE. / _ _. _�.� r \ r `\ \ ' • \ o O O 6' V`�' O 1 1 1 1 I n SHRUB MASSING, 00 „� 1 ” ►. Demolition Legend c CD �" SINGLE ELEMENT TO BE DEMOLISHED ABANDONED AND /OR RELOCATED i '�c� ';% n° --120 \ 5'` APL ,� "'b'°� :P co �. ` r , I' 1 11 I 1' r ���,� �J .. \ ILIR(IP \ ,� ,. ' ,\ 1, 1 1 '" 1 l k I I I 0:: 1: �" .. • , I I I , STOP SIGN 1 '` • AREA TO BE DEMOLISHED 1 1 .� ESTRA BCfiELL GARDEN] s; UPPER ELEMENT ERY ` ,? r �� �'., , • \- - � ^a grya� ��7-A , ,1I i S CORY FRAME \ a•r , "„ I I I! I 1 I ; t FF 25.0 - - y I. ` D - o yy STOP SIGN 1� 1 SJ 1 i i 11 , , // I1 �; J: - 53 1i'40 R = 21 LINEAR ELEMENT TO BE DEMOLISHED 1 r ,,O r CYPRESS r 0.00' G \ Cyr I C YPR O 1 ! 1 / ♦ - 10 5. .......... PHASE 1 LIMITS OF CONSTRUCTION I �� �9q� �� _. / / -- x...�...X - \ 13& 7 S TREE T SIGN ,r i Il !f 1 i / ;/ I �." = 194.97' F ♦ FF '�1 .6 "' ! \ ti i c� �Y2 JIVp AS ING X x x— TREE PROTECTIVE FENCING � � � low \ 1 1 } � AREAS IN GREY REPRESENT CRITICAL SLOPES WHERE SLOPES ARE 25% AND OVER_ CRITICAL \� , 1�. - - 1 �8 OL.L / TLE O WOOD ' I - I a I I 1 1 f 1 I r I f SLOPES WAIVER HAS BEEN APPROVED AS PART OF SP -200fi -00038 ON 03/14/07 \ - / 4° ENGLISH AL U1� t \+, • 15' BOX 410 I I !{ 1 1 I 1 \ rY+■ - ° I BOXWOOD a _ I y X41 —,24" PE(;AN R%` L ! o C A MY V 1 / / I .� 1 f f /l ,� 1/ ° � 1 T / BOXWOC�`D t o 0 I ! X / A� PT • i I l// 1� 1 i 32" ASH / l A Tun 18 'BOXWOOD ' To'S�.33. W I 4 I X r � // // / I/ 10fl.04' N I I OXWC�OD f r / / U 6„ 4 / I 1 124 " ASH ll MAINlBUI1 DING 2 1/'2 STORY BRICK / / WOOD � o / FF1125.0 / A /:: / :./... /. ! ! I I / 10041'23' G l I ! 10'BOX WOOD ' / C �! / , ! 1 1 ' �'R - 210.0() 24 ' ASIA / r i 9 = T ��' If1 / If ll ,' Z = 3968• S �6 A`� i/ l I I { �O � ° '� GRO NDCOVER ° 0 1 BOXWOOlfl '1 !1 11 / I 4 W00 N FENCE G UNDCOV .. // Tar �'1ARB0 r t I 1 I 10'BOXWOO ti T� a 1 "♦ r w SHR U XWOOD 1 - -- - - - - -� t �SHRUBi / ---- - - - - -- y f / / i� 1- r 4" POPLAR 1 1 I I r ti SHRUB, / i 1,-- �/ 6 „ CHERR �'p� rl ! 1 { Wit 1 I, O 1 r-' - 5 `"MAC 1 ! 1 / •, / POPL A R f I 1 1 r I r Ten -� rrt:.. r / 24 " ASH , d.. . _y- !� f 2' BOXVf'OOD UB T I PRfMROS� 3„ P/O i I I 1 I I l�f a II JAPANFSE I 1 MAPLIE T 5 "REDBU ° T r/ II I. 1 11 !cam 10 / - - - - - -� / I ----- - - - - -- -__ 6„ POP 5 �/ , - - - - -- L - -- - - -- 1 ♦ I 1 F 4' P PL AR r 1 rBR ! ! 1 8' IARBORWTA' PRESS /l T� O I \ ` \ t / 1 24' ASH I t 4' BLA(�K M 1 ' ! l T 1 1 1 I l I r - r i TBR 1 1 r L. S I 1$., BL CKGUM r 0U/yTA111 \ i ! r 1 I f rBR PAVED COURT 1 I 0 8„ PO AR _ �; { I I t �' B0400 D / ` ' I lV I I { L I I! \ / L-------------------- - - - - -� o T ti i 1 1 1 r CY ' RITE A/O PH ` 5 " G W O C D ZOA/ED COiW1W_,c RC /,4L �LINEA MASSING - �OPUB MASSING r� ;SHRUB QAASS7NG \OF M PURE TREES , / 1 MA RIP G\PROPERT Y {INE � \ 1 \ \ TBR 1 / / �E I / f + 1 1 7/� J \ E , / / TB / � � 4° SPRUC \ \12' BOXWOOD I ~ /� LOW f�lf- ��-� � ' f / I 31 { 1 I 1 it q \ o -�� - / , / / 8'rBOXWOOD / \ \ / ©T ���. � °'-� 6�'SPRUE OST \ \ \ \ LE 2 O �� 1 \ `_ 1 STORY FRAME / LE / 1 1 L 1 I I I '►+ \ \ POLL Y FF 122.7 / I STORY FRAME Sw1NCS SHRUB / F'f: 122.;' �a � /TBR 3�' POPLd� 1 1 l r I 1t9'" CYPRESS _ ' MA SSIN .. • � � / / 6 „ CE i 3 "CHE�R Y \ \ BOX - \ , � ' / / TO BIRC/ 3 ` \ ° PINE ` P \ \�\ \ - ALL EMI TING FENCING VII t` MAP \� 6 -- ti F R5YTf fA- SHRUB MASS a CO 0 M Mr -7 r I ! l l 1 f =1(-,E \ � v� a YT! -f1A SHRUB 1�'S`SIN T / \ o \ '5 MAP C - r / ' CORRIDOR 1221E REMOV ti \ MAPLE ° _ ` - o 5?A PL 5 "MAIL -E - 6" SPF7UE �\` ` J O o _ " - - - -- TB \ — o MAPLE ��� CY SS • / 1 1 { i' I , — �— X - -- — MAPLE ° _ ❑ lC J / / I r K� _. � L r .. ti r -" ♦- , P A` Z _ .e ._ _ - \ ` - ` - - --- -- - - -- -- - _ _ `_ - - -- - -- . ._ - - � - O H E -- - - O- -_ - H E _ _ _.,. .r E T1 �O V_- VV_ 7- -- -f - 1 1 E -" -_off • l , - OVERHEAD ELECTRIC H � H - ---- __- _.--- - -_- e__. - --00 SIMITS Q TRUCTI —OHE _ EASEMENT IPOLE AND LINE - HEIGHT VARIES U O 25 MAX-) T O CHARLOTTESVILLE < 6' CHAIN I INK FENCE 6' WOOD ENCL OSUPE FENCE - - -- - a'= �4i 4 0'45 / - -" - R. --`/ � 0 /0./ scale: 1" = 20'` contour interval 2' ' 1.89'// ll 0 20 40 80 PIC1,11wa/I/D fAQ.9D //?T. 250/ VARIAf3I_F WIDTH R /IA/ MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979 -7522 f: 434 - 977 -1194 www.mckeecorson.com McKee Carson and Field $port Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 1--1 z o � 0 V z 4—A Q o U° o U o O �W O C1a Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SrrE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENTS B. 03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO COMMENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPOCOMMENT'S Sheet No.: 02 Of: 17 Scale: 1" = 20' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: REIM Sheet No.: 02 Of: 17