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HomeMy WebLinkAboutSDP201400032 Plan - Approved 2014-07-18Vicinity Ma Sheet Index Scale: NTS COVER SHEET AND NOTES 01 EXISTING CONDITIONS AND DEMOLITION PLAN 02 62-25 7$ t $ 62 -2 Asa 1 MONTESSORI sz T L Y U AN DIM N ION L 04 GRADING AND UTILITY PLAN 05 t $A n LANDSCAPE PLAN 06 ` I I SITE DETAILS ILES 08 y `• \ ✓` l SITE DETAILS 09 u \� LANDSCAPE DETAILS 10 eeNfReE DETAILS EReSieN AND SEDIMENT , L 3 sc 7 _ $ UTILITY DETAILS 12 ti UTILITY AND SITE DETAILS 13 , RAIN GARDEN SECTIONS AND DETAILS 16 12 .,; FENCE DETAILS 17 A ra �� A6 Legend 2 EXISTING MMSIE,D I BENCH MARK 4 5 A PROPERTY -RoW LINE SETBACK LINE -ucr ucr uor- 1 01 General Notes 1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). 4. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER'. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 7. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q. VDOT STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY POLYETHYLENE (HDPE) PIPE. 8. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. W 9. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLE TED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 10. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 11. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE TIHE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR EPLACEMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 12• ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 13. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 14. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 15. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 16. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 17. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED. 18. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR RELOCATED. 19. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 20. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOAC ON EACH BUILDING. 21. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. T'HE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL 01F ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE ENGINEER. 23. BUILDING TO HAVE SPRIKLER SYSTEM AND PUMP. Albemarle County, Virginia PHASE 1- -FINAL SITE DEVELOPMENT PLAN (SDP 2014 - 00032) MINOR SITE PLAN AMENDMENT 03 June 2014 Prepared For: The Montessori Community School of Charlottesville 305 Rolkin Road Charlottesville, VA 22902 .. SP- 2009- 00 ©01- Special 5. CONSTRUCTION OF (PROPOSED BUILDINGS AS SHOWN ON THE CONCEPT PLAN SHALL Standards and Specifications UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - GUARD RAIL COMMENCE ON OR [BEFORE MARCH 11, 2015 OR THIS SPECIAL USE PERMIT SHALL EXPIRE. Use Permit Conditions Sanitary Sewer and water Main 1-NL& tes GAS LINE - G--- G - - -G -- 1 Site Specifics /Miscellaneous 1_ ,31PE NIA DEPARTMENT OF TRANSPORTATION tV.D.O_T_1 ROAD AND BRIDGE , PECIFICATIONS, DATED 2007_ 1_ MAXIMUM ENROLLMENT SHALL BE 300 STUDENTS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVI -CE. 'AUTHORITY 9, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) -s- - -s- - -s- INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER 2- , ;N- ?GINIA DEPARTMENT OF TRANSPORTATION IV.D-O.T_) ROAD AND BRIDGE 2- DEVELOPMENT OF THE USE SHALL BE IN CONFORMITY WITH THE "MONTESSORI PANTOPS 1- SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. STANDARDS, DATED 2008- MOUNTAIN COMMUNITY SCHOOL SHEETS SPOT- SP -03 ", PREPARED BY NEAL R_ DEPUTY, p OVERHEAD ELECTRIC -OHE- - -oHE- - -oHE- ARCHITECTURE 8 MASTER PLANNING, LAST REVISED JANUARY 16, 2007, AS DETERMINED 2• THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED INORK ARE NOT 3- VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN 3. NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROX HATE. THE AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL CONFORMITY WITH THE PLAN, DEVELOPMENT SHALL REFLECT THE GENERAL SIZE. CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND HANDBOOK, THIRD EDITION, 1992_ ARRANGEMENT, AND LOCATION OF PROPOSED BUILDINGS A. B. C. D. AND E, CENTRAL 4_ STRUCTURES AS NECESSARY. LAWN, AMPHITHEATRE, PLAYGROUNDS AND BALL FIELDS, WOODED NATURAL AREA, AND AND VISITORS WAS REQUESTED AND APPROVED AS PART OF SP- 2006 -00038 4_ ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER PARKING AREAS- MINOR MODIFICATIONS TO THE PLAN WHICH DO NOT CONFLICT WITH 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 2001_ THE ELEMENTS ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING 5. GENERAL WATER AND SEWER CONSTRUCTION( SPECIFICATIONS AS ADOPTED BY THE 5. 02/27/08: ARB FINAL REVIEW COMMENTS ORDINANCE_ ALBEMARLE COUNTY SERVICE AUTHORITY PHASE 1 SUBMITTAL THE ENGINEER. PHASE 1 COMMENTS DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. General Construction Notes for Site Plans 3- FENCING SHALL BE PROVIDED AT A MINIMUM AROUND THE PERIMETER OF THE CENTRAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). PHASE 1 COMMENTS LAWN, LOWER ELEMENTARY PLAYGROUND, AND CHILDRENxS HOUSE PLAYGROUND, OR AT AMENDMENT MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING OTHER LOCATIONS AS REQUIRED BY THE COUNTY TO ENSURE SAFETY OF CHILDREN 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA ADJACENT TO ROUTE 250 AND ROLKIN ROAD. FINAL DESIGN OF THE FENCE SHALL BE THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECTURAL REVIEW BOARD- 7. HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE HOWEVER, TO ADDRIESS SAFETY CONCERNS, THE FENCE DETAILS SHALL INCLUDE: AND PROPERTY IN PRESIDENTIAL DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) REQUIREMENTS OF THE PERMIT SHALL GOVERN. DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE A_ AT LEAST FORTY' -EIGHT (48) INCHES TALL; DITCHES. 2` ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM B_ NO MORE THAN A TWO (2) INCH GAP UNDER THE FENCE; TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. TO CURRENT SPECIFICATIONS AND STANDARDS OF /DOT UNLESS OTHERWISE NOTED. C- OPENINGS SHALL BE SMALL ENOUGH THAT A FOUR (4) INCH SPHERE WILL NOT PASS 7. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE ON 03/14/07_ THROUGH; ALBEMARLE COUNTY OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT. VALVE DURING A FUTURE EXTENSION OF THE LINE. 3' EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH D- NO ORNAMENTAL INDENTATIONS THAT CAN BE USED AS A LADDER; THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, E- MAXIMUM MESH SIIZE FOR CHAIN LINK FENCES IS TWO AND ONE - QUARTER (2 -114) 8. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A GRADING OR OTHER CONSTRUCTION. INCHES; AND MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO F. MAXIMUM MESH SIIZE FOR DIAGONAL LATTICE FENCES IS ONE AND THREE - QUARTER SERVE AS THE BASIS FOR THE FINAL AS -BUILT (PLANS. THE DATA RECORDED SHALL BE IN 4` ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE (1- 3 /411NCHES. ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY CHECKLIST, LATEST EDITION. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 4_ THE EXISTING CHAIN( LINK FENCE SHALL BE REPLACED WITH A NEW FENCE THAT 9. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED AT EACH BUILDING. 5 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SATISFIES THE REQUIREMENTS OF THE ARCHITECTURAL REVIEW BOARD BY SEPTEMBER OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT 1 2009. ALTERNATEILY, PLANTING SHALL BE INSTALLED BY SEPTEMBER 1, 2009 THAT 10. BEFORE FINAL RELEASE OF WATER METERS, PIRIVATE FIRE LINES MUST BE TEMPORARILY IS DEEMED NECESSARY IN ORDER TO STABILIZE DRAINAGE CHANNEL. WILL SCREEN THE FENCE FROM THE ENTRANCE CORRIDOR. THAT PLANTING SHALL BE IN SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. ACCORD WITH AN APPROVED LANDSCAPE PLAN THAT SATISFIES THE REQUIREMENTS OF 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM THE ARCHITECTURAL REVIEW BOARD_ Approvals Date TRAFFIC CONTROL DEVICES. 7 5. CONSTRUCTION OF (PROPOSED BUILDINGS AS SHOWN ON THE CONCEPT PLAN SHALL FENCE UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - GUARD RAIL COMMENCE ON OR [BEFORE MARCH 11, 2015 OR THIS SPECIAL USE PERMIT SHALL EXPIRE. 8, CLASS III. TREE LINE GAS LINE - G--- G - - -G -- 1 Site Specifics /Miscellaneous -W- - -W- - -W- - ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA O-W- - -W- - - 9, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) -s- - -s- - -s- INLET MANHOLE 1- THERE ARE NO WATER BODIES IN THE SITE. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED p OVERHEAD ELECTRIC -OHE- - -oHE- - -oHE- AREAS. 2- NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN - 11, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA 3. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE_ - - LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE WATER METER CONSTRUCTION SITE. 4_ ESTIMATED TRAFFIC GENERATION: 54 PARKING SPACES TO ACCOMODATE STAFF DITCH MATTING AND VISITORS WAS REQUESTED AND APPROVED AS PART OF SP- 2006 -00038 12, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR 2. 08/20/07: ARB COMMENTS 3. 10/17/07: FINAL ARB REVIEW TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE 5. ALL BUILDINGS WILL BE ADA ACCESSIBLE FROM GROUND LEVEL AND WILL HAVE AN 5. 02/27/08: ARB FINAL REVIEW COMMENTS OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY AUTOMATIC SPRINKILER SYSTEM AS A MEANS OF FIRE SUPPRESSION. PHASE 1 SUBMITTAL THE ENGINEER. PHASE 1 COMMENTS 9. 01/30/09: FINAL SITE PLAN, 13. 10. 04/10/09: FINAL SITE PLAN. & EACH OUTDOOR LUIMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR PHASE 1 COMMENTS ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET AMENDMENT MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE COMMENTS THE LATEST /DOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON ARRANGED OR SHIELDED TO REFLECT LIGHTAWAY FROM ADJOINING RESIDENTIAL UNIFORM TRAFFIC DEVICES (MUTCD) STANDARDS, LATEST EDITION. DISTRICTS AND AWAY FROM ADJACENT ROADS. 14. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 7. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY TRAFFIC ENGINEER, THEY ARE AND PROPERTY IN PRESIDENTIAL DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR FOOT CANDLE. OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. CRITICAL SLOPES WAIVER HAS BEEN APPROVED AS PART OF SP- 2006 -00038 15. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ON 03/14/07_ ALBEMARLE COUNTY OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT. PLANNER Survev And TonoLyranhv '101 DATE 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY DOMINION DEVELOPMENT RESOURCES, LLC, CHARLOTTESVILLE, VA. 2. SURVEY DATUM: ASSUMED DATUM (SW -MOST CORNER OF SITE) 3_ BENCHMARK: SW -MOST CORNER OF THE SITE - ELEVATION 102.90 Ali n oar Ameyia mein �- Submittal Type Reviewed and Approved by the Com un,ty Development Department Date 171W1ti File# SDP 2_OJ ! i 000 32. ignatur CONTOUR INDEX CONTOUR BUILDING FENCE - - -X -- GUARD RAIL --- _U_ - --a-- PAVEMENT -------- - - - - -- TREE LINE GAS LINE - G--- G - - -G -- WATER MAIN -W- - -W- - -W- - WATER VALVE O-W- - -W- - - STORM SEWER SANITARY SEWER -s- - -s- - -s- INLET MANHOLE Q-s- - _S___ UTILITY POLE TELEPHONE PEDESTAL p OVERHEAD ELECTRIC -OHE- - -oHE- - -oHE- UNDERGROUND ELECTRIC -VGE- - -UGE- - -UGE- OVERHEAD TELEPHONE -oHT- - -oHT- - -oHT- EASEMENT ------ - - - - -- SWALE /DITCH - - RIP RAP WATER METER DUAL WATER METER PEDESTRIAN PATH DITCH MATTING REVISIONS: 1. 05/29/07: SITE REVIEW COMMENTS 2. 08/20/07: ARB COMMENTS 3. 10/17/07: FINAL ARB REVIEW SUBMITTAL COMMENTS 4. 01/9/08: BOS APPEAL REVIEW 5. 02/27/08: ARB FINAL REVIEW COMMENTS 6. 04/10/08: ARB COMMENTS 7. 06/10/08: FINAL SITE PLAN, PHASE 1 SUBMITTAL 8. 09/29/08: FINAL SITE PLAN. PHASE 1 COMMENTS 9. 01/30/09: FINAL SITE PLAN, PHASE i COMMENTS 10. 04/10/09: FINAL SITE PLAN. PHASE 1 COMMENTS 11. 04/28/09: FINAL SITE PLAN, PHASE 1 COMMENTS 12. 03/24/14: MINOR SITE PLAN AMENDMENT 13. 05/05/14: MINOR AMENDMENT COMMENTS 14. 05/19/14: WPO COMMENTS 15. 05/29/14: ARB COMMENTS 16. 06/03/14: WPO COMMENTS ject Data NAME OF DEVELOPMENT: OWNER /DEVELOPER INFORMATION: TAX MAP AND PARCEL NUMBER: MAGISTERIAL DISTRICT TOTAL ACREAGE: CURRENT ZOMNG: SPECIAL USE PERMITS: ADJACENT PROPERTIES: PROPOSED USE SETBACKS: PARKING SCHEDULE: IMPERVIOUS AREA: RESERVOIR WATERSHED: MAX. NUMBER OF DWELLING UNITS: GROSS RESIDENTIAL DENSITY: PERCENTAGE OF OPEN SPACE: (EXCL. BLDGS, RIDS, 8 LOTS) OPEN SPACE ACREAGE: NUMBER OF STUDENTS: MAX. HEIGHT OF ALL STRUCTURES: MAX. HEIGHT PER COUNTY CODE: W 1p 0 S S_ MONTESSORI PANTOPS MOUNTAIN COMMUNITY SCHOOL THE MONTESSORI COMMUNITY SCHOOL 305 ROLKIN ROAD CHARLOTTESVILLE, VA 22902 TMP 78 -12A RIVANNA 6.71 AC, LIMITS OF CONSTRUCTION: 1.53 AC COMMERCIAL OFFICE (CO). SPECIAL USE PERMIT (SUP), ENTRANCE CORRIDOR (EC) SP- 2009 -00001 (APPROVAL DATE: 03/11/091 TMP 78 -11, TMP 78 -11A, TMP 78 -11B AND TMP 78 -12 SCHOOL SUPPORTING TODDLER. ELEMENTARY, MIDDLE SCHOOL AGE CHILDREN 10' PARKING SETBACK; 30' BUILDING SETBACK (ADJACENT TO PUBLIC STREETS) 50' BUILDING SETBACK; 20' NO CONSTRUCTION BUFFER ZONE (ADJACENT TO RESIDENTIAL AREAS) EXISTING PARKING SPACES : 35 PARKING SPACES ADDED: 8 THEREFORE, TOTAL PARKING SPACES : 43 IF A THE MAXIMUM OF 200 STUDENTS FOR PHASE i WERE REACHED, PARKING REQUIRED WOULD ,: 18 SPACES 0.417 ACRES N/A SITE NOT WITHIN RESERVOIR WATERSHED N/A N/A 53 % (W /IN L.O.C., PHASE 1) 0.75 ACRES MAN L_O.C_, PHASE 1) 187 2 STORIES (24' -0 -) 35' TO 65' Sheet No.: Of: 14 SF Serve Notes / �% 1- WATER AND SANITARY SEWER LINES AND LATERALS LOCATIONS ARE APPROXIMATE ONLY. / ALL WATER AND SEWER LINES THAT ARE SHOWN NOT WITHIN EASEMENTS HAVE NOT BEEN , SURVEY LOCATED. DO NOT USE FOR CONSTRUCTION PURPOSES- AND ABLE TV LINES ARE NOT SHOWN ON PLANS- \ \ \ \ \ \ v\ _\ \ /' \ \ 2. ELECTRIC. GAS. TELECOMMUNICATIONS C \ ���_ „� R BARRIER _ _ •.;, ... \ \ � y � :-... -- 2 VE /CU[A \ T = 50.30' � = 69 °30'29.. CONTRACTOR MUST CONTACT MISS UTILITY 24 -48 HRS BEFORE EXCAVATION, DEMOLITION "' - -_ \ 3' \ 31,6Qa E OR ANY CONSTRUCTION- MISS UTILITY CAN BE REACHED AT: 1 -800- 552 -7001- _ - - .. S 87 R 2 3 / . \\ \\ 5 � 9 0 3 BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY: DOMINION DEVELOPMENT C Y _ m rs 'i w v * , � ♦. _ n `\ u,"" act RESOURCES. LLC. CHARLOTTESVILLE, VA. JUNE 7, 2006 off/ • � °° Q+y v v v \ \ '' _- YP_ IN, 4- SURVEY DATUM: ASSUMED DATUM HI � C v ` `«,� + \✓,v // 'a ,c� p �.�, 4 �, �C °`®„. \ Y 5- BENCHMARK: SW -MOST CORNER OF THE SITE - ELEVATION 102 -90 >'• Demolition Notes ___ APEIM�'"Y TL \ \ \ \\ \\ \\A ++ \ ':i 1- CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES T ' I / SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED- 2_ CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION_ �° ;? N , Mx 3. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL , ' BE MADE UPON ANY LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT_ b PLAY AREA ♦ >, ST. y, + 4_ NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOOT_ ° �` / % 1 ! PLAY' ° Q UIPMEN T BOX LAY EQUIPMENT 5. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING `'� / I ' \ I` ' P ,' o 1 \ a r \ \ \ \ \ \ : j� it VIN = 84.98 OPERATIONS. MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, \" t \ " \ \� 6` B'3 XWCP e \ \ INV OUT = '844..84 3�` ASPHAL T PARKING L O ? ' _ \ \ A 1 ♦ . z SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES. , „ /vv O ' 1 8 "SYCAMOPE - /' v / r' 15 EXISTING PARKING SAAC / v PARKING LINES WERE NO T SUR VE�ym', + ' V / v �,, v A \ \ 1 AI V IN = 85.15 6. TREE PROTECTIVE FENCING SHALL BE PLACED PRIOR TO DEMOLITION AS DEPICTED ON THIS �' _ _ _1 I WOOIdEN1 STEPS -, v _ / v t �r r� - V AND ARE PROVIDED FOR,A o S RUCE our = 85.08 PLAN- AFTER DEMOLITION IS COMPLETE AND THE GRAVEL IS INSTALLED IN THE PARKING f �R-- ° __- -- -' v . N v .t Av GRAPHICAL REPRESENTATION ONLY + " °. v .* v� t�z a "- • A V A 1 I \ LOT THE TREE PROTECTIVE FENCING SHALL BE EXPANDED AS SHOWN ON SUBSEQUENT SHEETS- 10< _MA d I �" a v \ \\ V \ 14 "MAPLE e+ SIN " • \ \ \ \ 1 \,' R ;� "e 7. EXISTING GRAVEL PARKING LOT WILL BE RE- CONFIGURED. STORE AND RE -USE EXISTING / _ _.! - 4' WOODEN FENCE - v Q� _ , \ A \ �_ GRAVEL WHERE POSSIBLE. / 1 CYPRESS'' I 12 "C YPRESS v - - _ _ v v 6' nBOXV!OOD + ,, _ • v v v v v v �. ♦ ♦ , Pv ,;+ .: \ ; i ti • \C ` c t , y � � v i " \ 1x " y �s, y, ~~ sa as • � (I Q' SHRUB MA SSING r., � (Demolition Legend (3- CV T°' X SINGLE L /P , , b q, Cv • \ ♦ • v \ V \ \ .. i +`,�,' 4 " • " • a , TOP SIGN SA UPPER EL EMEN TER Y '1&2 \ + a • I I I I AREA TO BE DEMOLISHED I 1 ` ESTRAECI£'YGARDEN° s; I \* a °y �'� a'> • \ \ I I ; tx '�, .� i STORY FRAME 1 A �^� / FF 125.0 \ �� \ \\ \I /! l ®® j, o - 5 3 ° 11 I ♦ s1 I 0 / y 4_ ��_ "' \\ ,mil• �, TOP SIGN - \ \ I I 1 / / / // / �` R _ 4 j LINEAR ELEMENT TO BE DEMOLISHED 1 / CYPRESS \ / ,q - - .6 ti fi / / T r ++ r _ 210 o' CH v.� _ a • V I l T / / _ y °" �'�• � rw v '' � ��, ��' � ° �Eo • t I I / / '� " - 10 5.1 \ I � 24" HOLLY // v1S> I �� CYPR �5�- --,� -- 5+ PHASE 1 LIMITS OF CONSTRUCTION I v`� �_ vv CO �� �'~ �� I I I I / / �� = 194. �q y _ x - - -x B� a� f STREET SIGN,,_ I I h ��` 9% FF1 6 ; t I I to 5� ;`; 7" / 0rq`tl / X TREE PROTECTIVE FENCING 11 1\ \ �� `��/ to _X_ 0 / + AREAS IN GREY REPRESENT CRITICAL SLOPES WHERE SLOPES ARE 25% AND OVER- CRITICAL I I \ \'- r T`. ' I� DLL , - TL E a Wo aD SLOPES WAIVER HAS BEEN APPROVED AS PART OF SP- 2006 -00038 ON 03/14/07 \ / �4 ENGLISH ALIV1� go \ f } ThR ° I I 12' BOX WOOQ 0 \�\ /ll !� t I I I / / ._. 24 PE 'AN / ► ` C, A MY 121 BOXWOOD (� y 'lT /AL c I / 'RAPL'� R / s / 32 " ASH t } I 12`IBOXWbOD c / } I I I l l 18`BOXWOOD'v o�oyti \ - �� f ,. �,,/ / 112' BOXWOOD; 36_ , ♦ ! T 1 � i } I I 24 " ASH MAIN BUILDING l 2 1,/2 STORY BRICK 112 POA�WOOD 0 /l FFI125.0 ii 10 °41 I I I I l 10'BOXWOOD / C o [ /8 AR CRVy1 A l/ - 210.( / / / +R 24, AS I . �/ "'l 19-65 / 9.18 TBR "� k I o UNCOFR y 0"018, 4'WOO N FENCE GPOV i i I I I 10'BOXO ! w �.�.�, \ _ TT- / TI;,. A,'BD��'ITA / / i ll i /ljt S1 l / /FTr i THI�' / 1� BOXWOOD c , �f:RC,fT�Tea'' / I I 4" POPLAR I I I I 1 \ r .$H UB/ :- V 1 \ 6 " CHERR by, T', /� I I . I v !� - -I 5 "MA el � � r_ r I 1 r POPLAR 1 I 24" ASH t 1 :� 3, ., UB P.R MR ?s 3 1-510 PILAR I I C RESS /�� �NRU 2' BOX(/JOOD 1 1 -- - - - - -- - --r t'� I 1 T / / / r v a .. x-�k ING� ` I I i I / _ I TOR // / l l l r ` ` v JA PA AIESE 1 '° I I f / / r d� MAPLE T 1::, }S.,REDBU j I I � TBR f ~ / / / / _ ` f - - - -- -------------- - - - - -� / I I'\ 5., / - -- - i. r I 6' POP 1 1 A I I ! P r'' I �\ PR / 4 ' /D16PLAJ�' i -- --� - -- ----- \ O r i i I TBR I I R' IARBO , 14/T ESS i TBR } -- _ � I \\ ! \ i ca a I II / - -- 24" ASH I e 1 \, ayt \ 1 �- o � 1 1 rBR 4„ Bl.� 1 / ' I i IB ' BL A CKGUM �,. 5 C E�c� / } A v 1+DUP/1 TA , / I / ! I f `' I �' I I l l I ►t' 'I � / I � � PAVED COURT // b_ I I TBR � I 1 i l 8" PO AR 1 OOD T` -�' p /! I I t \ I 1 I . / 1 I f I I ,g / ,` '4 "L'✓ I / I i� BOX ,C t as L A I -- -_- -� I I /' I i i T / ,C� I' // s I I �� �R /! :v l --------------- - - - -- - - �; - v �,•-t 5 "LaGW`�J;D L1NEA MASSING \\ / /'' -/ _ // -' �VRUB MASSING / / i� ;, f lRUB� MAS fiNG ..; �OF M PURE TREES \ / MARK/ G PROPER T Y \ \ / / i \ r SINE \ R . 1 �--.\ TBR �- 4• „. / / / � T i v v y v v ., PR(JC� v v v ,/ LOW 4 � E/ / / / / I L; -. - \ \ v DEMOLISHED / f /�� v v v vv v 12 BOXWOOD �� �.. / / / 8 ` /BOXW 000 l , ` l / /I -,u! II ;i �ST \ v v � LE -2 ° / / / / / / II C , / L / �_ \ 4 " i / \ \ \ } 1 STORY FRAME / 1 STORIY FRAME / - p 4 lA IN L lNk'::4 FENCE\ ' - ` \ \ \ _ S�RUe f FF 122. ;7 r ., / 3i, i /I rI \ \ \ SWINGS FF >22.7 ypp /TB /1 /TBR � 'aOi =`L ,�i� \ \ \ \ / t / C / ? 3 "C EERY / \ \ \ \ 119 " L YPRESS'- °`_\ MA SSINC�": W \ / / / T� \ \ \ \ BOX \ /� /_v / CZ \ " /�� \ \ 3 .:xaxxccx��x+rr.., em• : �r .rr.+.v :rar,;. .., ..:,:: w_ ............. .:. >�.,.w.rrr,.rs..:s.,..s:., .rr...., _.._ :._(:,� P " I / s -1 rP \ © PINE � � �� � � ���� �� ; I l 4 HORIZON TA L A T _ \ MAP \ � � .,.� ,,; �, .� :.�..�F ,�-� , � . ��,- �� - -�, a � i v V`v , F RSYTh)fA°- SHRUB MASS) / ALL E TING FENCING VIII �E F M ME IENT�iANC ICE v WOODEN F NCE 1 ` yTHIA SHRUB n��- ,5SING T9 I / / v vv.�v v v v v - _ v v ti 5 '° MA PL i"'' ..�,._�tiw. :.�.� / v 4- � -. -� �. � a -���.. 1 / CORMDOR TO B� REMOV BY PT 1 200`x- n> . �� MAPLE v ° \ i� v _ /` o I 5 �VIA��,� 5 Ad4A� -' SPF`t /CE i \ / C�"RR SS I / rt � TBRS_P- R T ® 4'HORIZONTELLAT E CY SS WOODEN FENCE MAPLE - IWTHDRN WOQ� I ,° e { kli e:�...__ OHE - OH- E _ O H_ E� - - - - --0f- rE e- OW L - H ,., •_ • - . ..� . .. . / /F EN - iTMO IT7- / OH- -HEE 7 �QL � /O /E - _ _ ._..__ ' 10 OVERHEAD ELECTRIC D L­4 PHASE C O $ T EASEMENT (POLE AND LINE OHE R _VQ TI -- - -- _. .._..__ HEIGHT VARIES U 0 25 X. TO CHARLOTTESVILLE A-: 8414Oj45 /' / - -� �/ �0•/ // ,R: scale : 1" = 20''Y contour interval 2' '�= = 5T/7 T 0 / 20 40 80 ±° R /CH/I/l011/D gO�IO /RT. VARIABLE WIDTH R /�n/' a° R /TE A/D PH.9RMAC v ZONED CO1IMERC /.9L McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 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. 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 8.03/31/"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 WPO COMMENTS Scale: 1" = 20' Date: F---1 O 0706 Designed: O Checked: � V J� o v0 O U U (., OW `J 9 r T, O (f) 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 8.03/31/"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 WPO COMMENTS Sheet No.: MF 71,0 1/14 Of: 17 Scale: 1" = 20' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: MF 71,0 1/14 Of: 17 X__ ONE -- — - -OHE — — J' I A CO ~S LAY EOUIP/v9EN'T Y-&QUIPMENT PM 5 \ 2• VEHICULAR BARRIER \ C:) co t d° w., >° ♦, C •� ;e , lrVV OUT 84.64 (V IN 85.15 0 OUT - 85.018 ! 1, ,! 1 e Legend g"d s UPPER & LOWER ' ELEMENTARY f h 2 STORY X _, ,'d —X- 5896 SF � • ' � `;' x x M ""J fr CONCRETE PAVING ASPHALT PAVING PROPOSED FENCE WALL MOUNTED BUILDING ENTRY LIGHTS; SEE B /08 ATTACHED CUT SHEETS PHASE 1 LIMITS OF CONSTRUCTION UNITS ' "r Plant Legend UNITS X — _ J ' ' I y M M M M �;r' o c, o . " 0 1 C/) � `v 0 0 S S S S S,+ o EXISTING TREES E T ; / IF r 0 1 _X 1 X ,P � � EXISTING SHRUB LINE OHE 17 — — OHE — — —OHE e0 OHE — — —ONE — — PP ;— OHE — — — OHE— OHE — — —ONE — — —ONE — — —ONE � i O,y E —�" + _ OHF -- - -OHE — 10' OVERHEAD ELECTRIC ��Y1 EASEMENT (POLE AND LINE >6� 1.L•bM1r41 '{}6� Fi'tTl too HEIGHT VARIES) EXISTING TREE LINE 0 l ;dY 00 "Y +' 8 ,d 0 'd /?1C17',V01G'f �f( fT /�/JaJl 'B � scale: 1" = 20' contour interval 2' �t l 1 G L./ V! B`d 0000 VARIABLE VVIDTH R/W 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. �,.,Ai.,TH pF Gl CF7RISTO ER L. MANTLE LICENSE No. 0406001716 APE ARG � O 4.1 -� w � � Q o O U V H a o w 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 8.03/31/14': MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2!014 WPO COMMENTS 11.05/29/2!014 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Sheet No.: 04 � ff 7116114 Of: 17 Scale: 1" = 20' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 04 � ff 7116114 Of: 17 ` ' ` � ` � ' Storm Sewer Structure Schedule (STS-A, EX CVB «�����^���� Sewer ������m�� ��������U�� o� ��^=""Y���.� ��������. Structure ��~�n/v�v�~°n~° Kv�'~�r'A) STRUCTURE INVERT INVERT TYPE OP ELEV IN OUT lFDIA 96.00 91-10 91-10 CLEANOUT 6" DIA 96.00 93.00 93.00 Gradine and Utilitv Notes + / ^���" S141, S 70 87.95 MA PL E �~~ PIPE DESCRIPTION J." DIA 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&SPLAN. 2. SVVALESOR CHANNELS SHALL 8E PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SVVALEGOR CHANNELS WILL NOT BEPERMITTED. 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 TOBE 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 TDINSTALLATION. G. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE |DMARKERS/CODING ARE NOT PAINTED. 7 TRANSFORMER PADS TOBE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TD CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 0. GAS SERVICE TOBE 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 CUT/FILL SHALL BE STOCKPILED ONSITE. CONTACTCDNNER/ARCHiTECT7 ENGINEER FOR BEST LOCATION. 12. WATER METER TD8E SIZED 8YALBEMARLE 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 OFi96SLOPE. 16. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.. &CSA CONDITIONS 1 WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) NSPECTORGTHECONTRACTORVNLLBERESPONSIBLERJR NOTIFYING THE PROPER AC8A 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 A8NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED 8YACGA 4. DATUM FOR ALL ELEVATIONS SHOWN |N NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1'800-552'7001). 8. 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 [}FTHE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO8E LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEAD END LINES SHALL BEQODDEOTO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. TREES ARE NOT PERMITTED |N THE AC8AEASEMENT 10. THE CONTRACTOR SHALL 8E RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4.%O14(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT) 11. RPZ MUST BE LOCATED AT LEAST 12^ ABOVE GROUND. ==M======= PHASE 1 LIMITS OF CONSTRUCTION « � ' / -~� `r un ~~,V,/^ cz' 1C + , \ / + � \ ����- � - / ' + -u + ~�~u T--- S^ �r � / o \ 12~CyPRESS ----- | --- ----- �� / � - \ \+ +� �D/N/(� v + + S�PUCE � -� �. &�� ' �1 -- �� 6' B 0^ .a �)lJ �' ^ ` ' `ra \ ^ bNIP STOP SIGN CCD) po GN STOP S1 R 210.00, OF mat" CYPRESS / | / ~ q / / | / \ ( \ \ 114.36 ^ � � |\ \ ! | /' ^ | \ . � ft 4" / ( 12 /�[lXN/(J , \ | i 0 ` \ \ XISPIN / --~- ^` | > \ ' ! ' | 12� /�(��� | | m/c/4«� | i / 11 121.87 32^ ASH ` � ' /\ \ 0 1/, 1 i " 'i"N T ' N/ 'OD 0 112 BOXWOOD 0 36" ECA 24" ASH �WO 10041'23- 12' �OA OD( 10'BOXWOOD NEEN ET W/ 210.00 6X6/WYE R J1 IG40UND.J_OVE� 10'BOXWOOI 35 Pvc rd 21.0 ----------- 24 ASH JAPANESE Q$ 4X6 INCR Alk /A Tef AR 111.751 Al, I if I S 0 1 CNJ i'4 N&I AL C AS 0 ------- 24" AS I f I L� N! rl FF� 122.00 Cn FFE 112.00 co X1 TIN 12' BOXWOOD JIR SHRUB cj" 14 8 PINE AM 6 if CO TEF MAPLE TIC - _ / ' scale : 1^=2[Y contour interval : 2' ' ' 7 T *~ � U 20 40 80 � M KE RSON| CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, YA229U2 t:434-979-7522 f: 434-977-1194 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 m McKee Carson and Field Sport Concepts, Ltd. These plans are not muo reproduced, changed, or copied in any form or manner whatsoever, nor are they touo assigned to any third party without first obtaining the express permission and consent o, either McKee Carson u,Field Sport Concepts, Ltd. ,NLTH op IVIANTLE� LICENSE No. 0406001716 1QTC14PE AR COY 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 SrTE PLAN COMMENTS 8.03/31j/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 WPO COMMENTS ID PROFILE SH. Date: 06/03/14 Project No.: 0706 Designed: Cm Checked: RBM STRUCTURE INVERT INVERT TYPE OP ELEV IN OUT lFDIA 96.00 91-10 91-10 CLEANOUT 6" DIA 96.00 93.00 93.00 Gradine and Utilitv Notes + / ^���" S141, S 70 87.95 MA PL E �~~ PIPE DESCRIPTION J." DIA 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE E&SPLAN. 2. SVVALESOR CHANNELS SHALL 8E PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SVVALEGOR CHANNELS WILL NOT BEPERMITTED. 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 TOBE 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 TDINSTALLATION. G. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE |DMARKERS/CODING ARE NOT PAINTED. 7 TRANSFORMER PADS TOBE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE PULL WIRES TD CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 0. GAS SERVICE TOBE 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 CUT/FILL SHALL BE STOCKPILED ONSITE. CONTACTCDNNER/ARCHiTECT7 ENGINEER FOR BEST LOCATION. 12. WATER METER TD8E SIZED 8YALBEMARLE 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 OFi96SLOPE. 16. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.. &CSA CONDITIONS 1 WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) NSPECTORGTHECONTRACTORVNLLBERESPONSIBLERJR NOTIFYING THE PROPER AC8A 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 A8NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED 8YACGA 4. DATUM FOR ALL ELEVATIONS SHOWN |N NATIONAL GEODETIC SURVEY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1'800-552'7001). 8. 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 [}FTHE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO8E LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEAD END LINES SHALL BEQODDEOTO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. TREES ARE NOT PERMITTED |N THE AC8AEASEMENT 10. THE CONTRACTOR SHALL 8E RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4.%O14(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT) 11. RPZ MUST BE LOCATED AT LEAST 12^ ABOVE GROUND. ==M======= PHASE 1 LIMITS OF CONSTRUCTION « � ' / -~� `r un ~~,V,/^ cz' 1C + , \ / + � \ ����- � - / ' + -u + ~�~u T--- S^ �r � / o \ 12~CyPRESS ----- | --- ----- �� / � - \ \+ +� �D/N/(� v + + S�PUCE � -� �. &�� ' �1 -- �� 6' B 0^ .a �)lJ �' ^ ` ' `ra \ ^ bNIP STOP SIGN CCD) po GN STOP S1 R 210.00, OF mat" CYPRESS / | / ~ q / / | / \ ( \ \ 114.36 ^ � � |\ \ ! | /' ^ | \ . � ft 4" / ( 12 /�[lXN/(J , \ | i 0 ` \ \ XISPIN / --~- ^` | > \ ' ! ' | 12� /�(��� | | m/c/4«� | i / 11 121.87 32^ ASH ` � ' /\ \ 0 1/, 1 i " 'i"N T ' N/ 'OD 0 112 BOXWOOD 0 36" ECA 24" ASH �WO 10041'23- 12' �OA OD( 10'BOXWOOD NEEN ET W/ 210.00 6X6/WYE R J1 IG40UND.J_OVE� 10'BOXWOOI 35 Pvc rd 21.0 ----------- 24 ASH JAPANESE Q$ 4X6 INCR Alk /A Tef AR 111.751 Al, I if I S 0 1 CNJ i'4 N&I AL C AS 0 ------- 24" AS I f I L� N! rl FF� 122.00 Cn FFE 112.00 co X1 TIN 12' BOXWOOD JIR SHRUB cj" 14 8 PINE AM 6 if CO TEF MAPLE TIC - _ / ' scale : 1^=2[Y contour interval : 2' ' ' 7 T *~ � U 20 40 80 � M KE RSON| CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, YA229U2 t:434-979-7522 f: 434-977-1194 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 m McKee Carson and Field Sport Concepts, Ltd. These plans are not muo reproduced, changed, or copied in any form or manner whatsoever, nor are they touo assigned to any third party without first obtaining the express permission and consent o, either McKee Carson u,Field Sport Concepts, Ltd. ,NLTH op IVIANTLE� LICENSE No. 0406001716 1QTC14PE AR COY 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 SrTE PLAN COMMENTS 8.03/31j/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 WPO COMMENTS Sheet No.: Of: 17 Date: 06/03/14 Project No.: 0706 Designed: Cm Checked: RBM Sheet No.: Of: 17 ♦� st J v� 8 "S YCA MOPE M�- - J C 'Y ..« ...._ ....... .._._ m._ -- "�'• � - - -� „l � t h �q �`'*. M My / t2"�C YPPES �- j 0 7 a , i t 0 a t 4 i ®4 1 ) x , ) I � -7, 'l 12' BOXWCC.��, ±i,3 i 12'' BOXWOC1D i }' 0 32 '" A SH I 12' IBOXW,OOD l 12, BOXWOOD; raj 24" ASH } ( 24" ASH I i + I t 5 0 ~� B)XWOOD� { �4 ASl sHP 2' BOXVOOD MA Si'UB 24 ' AS '2' BOXWOOD( 1 HOL L Y SHP UB 3S ,JA SS /NJ 9,'° P1:11E I 1 a" M,APL' o YTH/A SHRUB d f " TPA L:� f' , G `% o 5A PL "MA PtE_­ f C PP S � T MAPLE 4 'e j MA PL F C Y SS$'� ; - <- a H0/ L , _. WTHOPN --- ONE - - - OHE - - scale : 1" = 20' contour interval : 2' 0 20 40 80 r ` , --- 3 V , STOP SIGN ✓I / ,^ i 1 CCC CANOPY AREA TOTAL CANOPY AR Acer rubrum 'October Glo ' __. 1 DV , e, �ApB /�, /,/J 1 CF / ✓f / d / RBM 1 AC ;`. V 7 � ® 1 OA � ' 1 AC COM ?DV Celtis occidentalis'Ma nifica' Diospyros vir iniana Hackber Persimmon 2 2 2.5" cal. 2.5" cal. 572 151 1 44 FA Fraxinus americana 'Autumn Pur le' White Ash 6 3.5" cal. 424 LS Li uidambar st raciflua Sweet Gum 2 2.5" cal. 249 LT Liriodendron tuli ifera Tulip Poplar 2 2.5" cal. 430 _860 NS N ssa s Ivatica Black Gum 2 2.5" cal. ..4�4 QA Quercus alba „ 4 2.5" cal. k,s - ~ 7 QC Quercus coccinea _ Scarlet Oak DV 2.5" cal. L 370 j UNDERSTORY PLANTING SAC Amelanchier arborea'Autumn Brilliance' Downy Serviceberr 4 1 - 1,5" cal. 130 520 2 CCC Cercis canadensis Eastern Redbud 13 1 - 1.5" cal. 124 v 1 LT Cornus florida Flowerinq Dogwood 12 1 - 1.5" cal. 124 • v� 10 _V ' ' American Holly American Ho hornbeam 1 LS 8'- 10' 6'- 8' 99 E SA Sassafras albidum Common Sassafras 4 1 - 1.5" cal. 1 CF _ 7 TOTAL 15418 GROUND LAYER / SHIRUBS CAL Clethra alnlifolia 'Sixteen Candles' Summersweet 5 3 gal. - CS Cornus serricea Redtwig Dogwood 8 3 oal. 1 AC FG Fother ilia ma'or'Mt. Ai !y' Fother ilia 25 5 gal. IV r ` , --- 3 V , i �fJ f `•'�, I� ', 0C 5 FG 1 COM 1 AC 3 10 ✓[':� ra 6 VD Y ^, o r s CCC C6M IF , t 6 KL 2 CCC P 5 VC 235 RA k 1215 SC " 10' OVERHEAD ELECTRIC OHE EASEMENT (POLE AND LINE HEIGHT VARIES UP TO 25' MAX.) 00 ,Q c° Albemarle County 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) CONTRACT PURCHASER SIGNATURE (DATE)x 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 SPACE;.`) 2. TREE iCANOPY REQUIREMENT FULFILLED: SITE: 6-71 ACRES TREE (CANOPY: 2.1 ACRES (30% TREE CANOPY COVER) 3. LANDSCAPE BUFFER REQUIREMENT FUt r :ILLED: 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 4) 4. ALL SIITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOVWED 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 09/29/08 Legend ®ORNAMENTAL GRASS Schizachyrium scoparium 'The Blues' ®GROUND COVER Rhus aromatics 'Gro Low' TURF TYPE FESCUE F 77.: 7­77 °% RAIN GARDEN MIX OSHRUB * EVERGREEN TREE FLOWERING TREE 74 CANOPY TREE CODE SCIENTIFIC NAME (� I TREES CANOPY PLANTING STOP SIGN ✓I / ,^ i 1 CCC CANOPY AREA TOTAL CANOPY AR Acer rubrum 'October Glo ' __. 1 DV , e, �ApB /�, /,/J 1 CF / ✓f / d / RBM 1 AC ;`. V 7 � ® 1 OA � ' 1 AC COM ?DV i �fJ f `•'�, I� ', 0C 5 FG 1 COM 1 AC 3 10 ✓[':� ra 6 VD Y ^, o r s CCC C6M IF , t 6 KL 2 CCC P 5 VC 235 RA k 1215 SC " 10' OVERHEAD ELECTRIC OHE EASEMENT (POLE AND LINE HEIGHT VARIES UP TO 25' MAX.) 00 ,Q c° Albemarle County 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) CONTRACT PURCHASER SIGNATURE (DATE)x 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 SPACE;.`) 2. TREE iCANOPY REQUIREMENT FULFILLED: SITE: 6-71 ACRES TREE (CANOPY: 2.1 ACRES (30% TREE CANOPY COVER) 3. LANDSCAPE BUFFER REQUIREMENT FUt r :ILLED: 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 4) 4. ALL SIITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOVWED 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 09/29/08 Legend ®ORNAMENTAL GRASS Schizachyrium scoparium 'The Blues' ®GROUND COVER Rhus aromatics 'Gro Low' TURF TYPE FESCUE F 77.: 7­77 °% RAIN GARDEN MIX OSHRUB * EVERGREEN TREE FLOWERING TREE 74 CANOPY TREE CODE SCIENTIFIC NAME (� I TREES CANOPY PLANTING COMMON NAME UANTITY CALIPER/ SIZE CANOPY AREA TOTAL CANOPY AR Acer rubrum 'October Glo ' __. October Glo Red Maple 5 2.5" cal. 452 RBM a COM ?DV Celtis occidentalis'Ma nifica' Diospyros vir iniana Hackber Persimmon 2 2 2.5" cal. 2.5" cal. 572 151 1 44 FA Fraxinus americana 'Autumn Pur le' White Ash 6 3.5" cal. 424 LS Li uidambar st raciflua Sweet Gum 2 2.5" cal. 249 LT Liriodendron tuli ifera Tulip Poplar 2 2.5" cal. 430 _860 NS N ssa s Ivatica Black Gum 2 2.5" cal. 1 151 QA Quercus alba White Oak 4 2.5" cal. 243 7 QC Quercus coccinea _ Scarlet Oak 4 2.5" cal. L 370 j UNDERSTORY PLANTING SAC Amelanchier arborea'Autumn Brilliance' Downy Serviceberr 4 1 - 1,5" cal. 130 520 CCC Cercis canadensis Eastern Redbud 13 1 - 1.5" cal. 124 v _CF Cornus florida Flowerinq Dogwood 12 1 - 1.5" cal. 124 10 _V Ilex cl aca 'Greenleaf' Ost a vir iniana American Holly American Ho hornbeam 5 2 8'- 10' 6'- 8' 99 E SA Sassafras albidum Common Sassafras 4 1 - 1.5" cal. _ 197 _ 7 TOTAL 15418 GROUND LAYER / SHIRUBS CAL Clethra alnlifolia 'Sixteen Candles' Summersweet 5 3 gal. - CS Cornus serricea Redtwig Dogwood 8 3 oal. FG Fother ilia ma'or'Mt. Ai !y' Fother ilia 25 5 gal. IV Ilex verticilllata 'S arkleber ' Winterberry Holly 7 3 gal. IIV1 Itea vir iniica 'Henry's Garnet' Sweets ire 8 3 gal. IV2 I Ilex verticilliata 'A olio' Winterberry Holly 1 3 aal. KL Kalmia latiifolia 'Olympic Wedding' Mountain Laurel 20 5 qal. LB Lindera belnzoin S icebush 5 5 gal. AMP M rica Penisvivanica Northern Ba berry _ 9 5 gal. I RA Rhus aromlatica 'Gro Low' Fra rant Sumac 2.35 1 QaI. VC �VD VN Vaccinium co mbosum Viburnum cdentatum Viburnum mudum 'Winterthur' Hi hbush Blueberry Arrowwood Viburnum Winterthur Viburnum 8 6 8 _- _5 _9-al. 5 cal. 5 gal. VP Viburnum prunifolium Blackhaw Viburnum 6 5 gal. 'VT Viburnum ttrilobum American Cranberr bush 3 5 aal. -._ Viburnum ORNAMENTAL GRASS SC I Schizachyrrium scoparium 'The Blues' Little Blue Stem 1215 lu 2' -0" o.c RAIN GARDEN ROOT SPACING AI Accle ias iincarnata Swamp Milkweed 43 1 qal. 18" o.c. IVI Iris versicalor Blue Flag Iris 29 1 al. 18" o.c. i JE LC Juncus effusus Lobelia cardinalis Common Rush Cardinal Flower 126 45 1 gal. 1 al. 18" o.c. 18" o.c. j PVS Panicum viir atum 'Shenandoah' Shenandoah Switch rass 437 plug 18" o.c. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 -977 -1194 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. r ,NI,TH Ofi L CHR�I- ST�OPHER L. NILE LICENSE No. 0406001716 �G� _ APE ARC 4�� Revisions: 1.2/27/08:: FINAL ARB REVIEW 2.4/10/06:: 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 8.03/31/14) MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/72014 WPO COMMENTS 11.05/29/72014 ARB COMMENTS 12.06/03/72014 WPO COMMENTS 13.06/23/2014 ARB COMMENTS Scale: O Date: 06/23/14 O 0706 � C.� Checked: RBM a U C O U C Ct V J ^I, ^ �I Revisions: 1.2/27/08:: FINAL ARB REVIEW 2.4/10/06:: 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 8.03/31/14) MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/72014 WPO COMMENTS 11.05/29/72014 ARB COMMENTS 12.06/03/72014 WPO COMMENTS 13.06/23/2014 ARB COMMENTS ' I Sheet No.: OF pfllry Of: 17 Scale: 1" = 20' Date: 06/23/14 Project No.: 0706 Designed: CM Checked: RBM ' I Sheet No.: OF pfllry Of: 17 120 115 110 105 8 100 95 90 85 80 0 +00 1 +00 2 +00 `�A SANITARY SEWER LINE A (SS -A) PHASE 1 PROFILE 130 12.5 120 115 110 Ai ,V- < < -0 GARDEN Date: IR :< T n 0— 00 X CM EX -GUARDRAIL Cozy -00 II m to M RAIN 3ARDEN RG- M 3 Z o:'J0 RAIN GARDEN + + (ASSUMCQ + N I RA PLANTERS (SEE LAN N DET LS EX /ST /NG H N /ST /NG H Q GRADE TER L /E RG -1 6" WYE FROM CURB GRATE INLET � EX /ST /NG RADE I II < I Q N H WqC 1 Z C3 Z s �Ff z \ C 11 PROPOSED 8" M 00 Z 10 W \\ O OD BEND BEN 3 0 « ? W 16 "0 FIRE SERVICE a z z r*I 0 Z 2"' DOMESTIC °o w w rnC< J < I PROPO ED \ V SE J U \\ \ O Z J 11 rn ® \ \ r J Z I� \\ W < v 0 \ t�S Ito 10 ♦ ! rrI X8 "X6" WYE f c� w J 0 z b MIIN. 18 SEPERATI N < N EXISTING /r II o SANITARY D �- X. GRADE v 3 m z °r U- z 0 W ROLKIN Z TI TO EXISTIN SEWER LA ERAL ROAD 0 L) E ISTING 8 "0 VC SEWER TERAL >- ' : ( CONTRACTOR 0 CONFIRM DEPTH) z+ Qo F EXISTING MH c0 cn 80 0 +00 1 +00 2 +00 `�A SANITARY SEWER LINE A (SS -A) PHASE 1 PROFILE 130 12.5 120 115 110 Ai ,V- < < -0 GARDEN Date: S :< T n 0— .3 > 0 RG- CM EX -GUARDRAIL Cozy -00 II m to < RAIN 3ARDEN RG- Z o:'J0 RAIN GARDEN OD 0 W O � cc3 (ASSUMCQ O O SIDEWALK I RA PLANTERS (SEE LAN SOAPING DET LS EX /ST /NG !- 8" 90' BE /ST /NG V RAIN G GRADE TER L /E RG -1 6" WYE FROM CURB GRATE INLET D RDEN 0 +00 1 +00 STORM DRAIN A (STS -A) PHASE 1 PROFILE 0 5 0 5 0 95 90 85 80 3 +00 125 120 115 110 105 100 95 90 0 +00 1 +00 2 +00 EXISTING WATER LINE PHASE 1 'PROFILE ���g� TMAL9 I }NOdOR7IDE O TO N B3 B2 Bi 115 110 105 100 95 90 85 RAIN GARDEN Date: 0 :< T n 0— .3 > 0 RG- CM EX -GUARDRAIL STING < RAIN 3ARDEN RG- �`� o:'J0 RAIN GARDEN RG-4 cc3 (ASSUMCQ -� I RA IN GA N�� X� CONC. SIDEWALK H EX /ST /NG !- 'c /ST /NG V PROPOSED GRADE TER L /E lm lr. \ O � EX /ST /NG RADE \\ < m H WqC 1 s �Ff \ C 11 PROPOSED 8" �` STORM SEWER 10 !� \\ O OD BEND BEN PROPOSED « M 16 "0 FIRE SERVICE r PROPOSED r*I 0 Z 2"' DOMESTIC SERVICE rnC< J < I PROPO ED \ 8 "0 'SANITARY SE ER 0 +00 1 +00 2 +00 EXISTING WATER LINE PHASE 1 'PROFILE ���g� TMAL9 I }NOdOR7IDE O TO N B3 B2 Bi 115 110 105 100 95 90 85 RAIN GARDEN Date: 0 :< T n 0— .3 > 0 RG- CM EX -GUARDRAIL STING < �N o:'J0 � z- cc3 IV O -� I RA IN GA DEN 00 H EX /ST /NG !- 'c /ST /NG V � GRADE TER L /E lm lr. \ O z \\ < m H WqC 1 s �Ff \ C 11 J'� D �` ao 10 !� \\ O OD « M r \ r*I 0 Z rnC< J < I rn \40; \ -� II O O N D \\ \ O i J 11 rn ® \ \ r J Z I� \\ < v 0 \ t�S Ito 10 ♦ ! rrI � f w J b < N EXISTING II o SANITARY SEWER J v m 80 0 +00 1 +00 2 +00 D STORM DRAIN A (STS -B) PHASE 1 07 JPROFILE B4 0 120 115 110 105 4 < - fy Date: 0 :< T n 0— .3 > 0 Designed: CM II �N RBM o:'J0 --1 cc3 IV O -� I RA IN GA DEN R -4 H O E /ST /NG V � TER L /E 8�' 6 O CF SM00i ! �uT H WqC 1 )®2 79 00 0 +00 1 +00 STORM DRAIN A (STS -B) PHASE 1 PROFILE McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434 - 977 -1194 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. p,LTH OF CHRI PHE,A E. SONNE / ic. (q'. 020621 S /DNAL V3�'�� 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 8.03/31/14 ]MINOR SITE AMENDMENTS 9.05/05/2011.4 MINOR AMNDMT COMMENTS 10. 0 5/19/20114 WPO COMMENTS 11. 0 5/29/20114 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Scale: H:1 " =50', V:1 " =5' Date: 0 Project No.: 0706 Designed: CM Checked: RBM --1 cc3 IF � H O H � O V � O rW V J �uT 1 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 8.03/31/14 ]MINOR SITE AMENDMENTS 9.05/05/2011.4 MINOR AMNDMT COMMENTS 10. 0 5/19/20114 WPO COMMENTS 11. 0 5/29/20114 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Scale: H:1 " =50', V:1 " =5' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 07 W 711011q Of: 17 VAN ACCESSIBLE SIGN RESERVED MAxIMUM PARIQNG PENALTY HANDICAP SIGN (27 -8) $ 00 VIOLATION FEE (27 -8D) VAN 2" O.D. STEEL POST, COLOR ACCESSIBLE TO BE DETERMINED BY OWNER. CONCRETE FOOTING R7 -8 R7 -8D NOTES: 1. R7 -8D PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7 -8 PARKING SIGNS. 2. SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20 -37.6. 3. LEGEND AND BORDER: GREEN; BACKGROUND: WHITE HANDICAP PARKING SIGN AD-015 DETAIL N.T.S. LIGHTING LAYOUT PLAN Feature's "Tamper t flesign , pW tree casa aiYtYT ^. rn twe Peke th st rdess steel haraware, t �h�sr CtK:tc�'t���x*71dr� ��rci tker» �it�ftl and tong foro-kard tbtow Cast: t minurn baCkbox, suitable for COs1CT t Pour a 1ications. Lied Nyllh 1101111i6 lamps to 50watts, For use With 1e note transformets, see pees 94Z 94. and 97. SECTION & ELEVATION 104 4"� i� POURED CONCRETE CURB PLANTER WALL (BEYOND) ASPHALT PARKING INLET STRUCTURE CONCRETE SPLASH PAD WNVANE GRATE FLOW RAIN GARDEN INLET 2 SECTION NTS POURED CONCRETE CURB WEIR WALL (BEYOND) ASPHALT`' PARKING 6"0 PVC INLET STRUCTURE WlVANE GRATE FLOW SEAL ANNUALAR AREA (LINK -SEAL OR OTHER APPROVED METHOD) RAIN GARDEN INLET 1 SECTION NTS � NEENAH R -3165 COMBINATION INLET (VANE GRATE) SECTION NJ-S. t 1wt pale A, W&A h4m#oft Md ft bra raga a 1 m 0% av fx a soh _V14� MrAfw urt ft 4/ MOW 125 "A t* UM by M �'t, Rl�aaa� o�aaf��, ADS GRATE INLET CAPACITY CHART MANUFACTURERS SPECIFICATIONS PROPOSED — 36" E_� SWALE CROSS SECTION DD -004 SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434 - 977 -1194 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. ,�, AL TH of T'I CHRIS OP ER L. ANTLE LICENSE No. 0406001716 APE ARC Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/081: ARB COMMENTS 3.6/10/081 FINAL SITE PLAN 4.9/29/081 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/091 FINAL SITE PLAN COMMENTS 7.4/28/091 FINAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Scale: P-4 C) Date: 06/03/14 0 0706 Designed: CM Checked: RBM V � � Q O U W r--� a � � a Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/081: ARB COMMENTS 3.6/10/081 FINAL SITE PLAN 4.9/29/081 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/091 FINAL SITE PLAN COMMENTS 7.4/28/091 FINAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Sheet No.: —]I 08 RMF I' / Ur'Y Of: 17 Scale: N/A Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: —]I 08 RMF I' / Ur'Y Of: 17 EXPANSION JOINT (MAX. 24' O.C.) CONTRACTION JOINT 6' O.C. MAX. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5 %; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER 3000 P.S.I. CONCRETE AT 28 DAYS e ° �r � AIR - ENTRAINED �, D. x 0 COMPACTED AGGREGATE "q o 0 0 0 0 BASE VDOT #21A COMPACTED SUBGRADE \ \\ �j \ \�j \\�j�\�j� \�j\ \�j� \�j NOTE: 1. CONCRETE TO HAVE A LIGHT BROOM FINISH. 2. COORDINATE COLOR WITH ARCHITECT. CONCRETE WALK PD -005 1n1lnru vnDi11=c 'B� MONOLITHIC CURB AND SIDEWALK SECTION N.T.S. SECTION 1" -0" OUTSIDE RADIUS =3" INTERMEDIATE SUPPORTS o I LOCATED AT THE LOWER STEP ADJ CENT TO THE HALFWAY DINT OF THE RISE w Q 6" 6" < Q � I a INSIDE RADIUS =3" OUTSIDE ° 6•' RADIUS =3" TYP ADJACENT CONCRETE SIDEWALK c� SEE NOTE 7 SEE CONCRETE WALK DETAIL A 9 c v o v,. 0 V, v O v VARIES 9" 1 6" 6" NOTES 1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPRAISAL 2. PRIOR TO FABRICATION. PRIME RAILINGS AND PAINT BLACK. 3. SEE PLANS FOR LOCATIONS OF HANDRAILS. 4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS. 5. ALL JOINTS TO BE WELDED WITH 1/8" RADIUS MIN. 6. ALL RAIL ELEMENTS ARE 1.5" DIAMETER STEEL PIPE. 7. SET RAILINGS 5" DEEP.GROUT WITH QUICKSET HYDRAULIC CEMENT IN 6 " STEEL SLEEVES 1/2" LARGER THAN OUTSIDE DIMENSION OF POSTS.SLEEVES SHALL HAVE STEEL PLATE CLOSURES AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD. E- � TYPICAL HANDRAIL SD -003 SECTION N.T.S. �c v 4" Gi 6x6x6 ROOF GUTTER DRAIN G 4x4x4 ROOF GUTTER DRAIN SECTION SECTION NOTE: 1 ROOF DRAINS TO HAVE MINIMUM 1% SLOPE 2. 6 °x6 "x6 " ROOF DRAIN TO COLLECT RAIN FROM SHED ROOF OF MAIN BUILDING AND CONVEY TO UNDERGROUND ROOF DRAINS (SEE ROOF GUTTER SPREADSHEET AND DA MAP FOR GUTTER CAPACITY CALCULATIONS. SEE STORM DRAIN SPREADSHEET FOR UNDERGROUND ROOF DRAIN CALCULATIONS, BOTH CAN BE FOUND IN STORMWATER MANAGEMENT NARRATIVE). 3. 4 "x4 "x4" ROOF DRAIN TO COLLECT RAIN FROM COLLONADE ROOF. 4. COORDINATE COLOR AND LOCATION OF DRAINS WITH ARCHITECT. ROOF GUTTER DRAIN PD -005 LIGHT BROOM FINISH 1/4" SAWED OR TOOLED JOINT X 1 -1/4" DEPTH 2" RADIUS SEE DETAIL WWF6 "X6" W1AXW1.4 W/ 2" MIN. COVER; TURN DOWN 6" COMPACTED AGGREGATE BASE VDOT #21A SECTION N_T_S_ All CONCRETE TO BE B CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST SURFACE & BASE SEE A & B /08 SUBBASE THIS AREA MAY BE CONCRETE AT OPTION OF CONTRACTOR CONCRETE TO BE CLASS A3 IF CAST IN PLACE; 4000 PSI IF PRECAST BOTTOM OF CURB AND GUTTER 411 MAY BE CONSTRUCTED PARALLEL TO SLOPE OF SUBSURFACE COURSES PROVIDED MINIMUM Ll DEPTH OF 7" IS MAINTAINED. � �, //� , .. PAVEMENT (VARIES) 6" 24" VDOT STANDARD CG -6 CURB AND GUTTER PD -002 SECTION N.T.S. Lq io ASPHALT PAVING (PARKING SECTION ADJACENT CONCRETE WALK WITH EXPANSION JOINT SEE DETAIL �1 DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. VDOT STANDARD CG -2 CURB P"01 SECTION a� T } N ~ TYP e Uri- 0 bill on " CONCRETE STAIRS AND CHEEKWALLS HANDRAIL SEE DETAIL D 9 1" RADIUS EDGE. TYP. #4 Ida 12" C/C 3000 P.S.I. CONCRETE CHEEK WALL 112" FELT EXPANSION JOINT SEALED WITH WATERPROOF CAULK (CONT.) BUILD UP MORTAR TO SLOPE AWAY FROM WALL 3000 P.S.I. CONCRETE FOOTING #3 lad 6" C/C COMPACTED SUBGRADE XD -001 N.T.S. 2 "x4" KEY Tl #3 BARS rd 1 #4 BARS Ila 1 21A COMPAC' AGGREGATE COMPACTED 1" SURFACE COURSE VDOT STANDARD SM -9.5A (FINAL SURFACE) 1.5" SURFACE COURSE VDOT STANDARD SM -9.5A (FOR CONST. STAGING) 6" COMPACTED AGGREGATE SUBBASE VDOT #21A COMPACTED SUBGRADE i SIDEWALK 7 3/4" 7 3/4" PAVER: EAGLE BAY SF RIMA CHAMFERED COLOR:CHESAPEAKE ALL PATTERNS REPEAT; CONSULT LA WITH QUESTIONS &1^ n A'REGATE (211- f�is') i PARKING LOT PERVIOUS PAVER PERVIOUS PAVER (SF -RIMA) JOINT: Y2" - 'Ais " NO. 8 AGGREGATE BEDDING: �2' NO.8 AGGREGATE BASE: 4" NO. 57 AGGREGATE SUB BASE: MIN 6" NO.2 AGGREGATE (MAX 3" STONE) SUB GRADE N.T.S. q % SECTION N.T.S. HANDRAIL SEE DETAIL D 9 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE. CONCRETE STAIRS SD -001' SECTION N.T.S. SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434 - 977 -1194 www.mckeecar-son.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. ��,pd TH Op ep �f Scale: O j OP Date: CHRI: L ANTLE LICENSE No. 0406001716 'Q'VC'-4PE ARGo- 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 8.03/31/14 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 WPO COMMENTS Scale: O Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM W VI 0' 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 8.03/31/14 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 WPO COMMENTS Sheet No.: 09 Scale: N/A Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 09 1/2 WIDTH OF ROOTBALL ARIES N Q. \ • 't' ' ROOTBALL "�� •II�IIIII= 11111 =11111 • � /\ BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE = REFER TO TREE B STAKING DETAIL 10 BACKFILL WITH AMENDED SOIL MIXTURE; SEE SOIL SPECS ON THIS SHEET. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 112 \Tr DEPTH. CUT AWAY ALL WIRE BASKETS AND /OR NON- BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 112 DISTANCE DOWN ROOTBALL. SUBGRADE RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISH PROPER DEPTH PRIOR TO PLANT PLACEMENT SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. ROOTBALL PIT SECTION LD_007 NOTES: 1. SET TREE PLUMB PRIOR TO STAKING TREE STAKING OPTIONS N -T.S. \ 1 n / SECTION �2' -0" O.C. TYP. SHRUB (AS SPECIFIED ON DRAWINGS) TRENCH EDGE AROUND \ ENTIRE AREA TO BE MULCHED o REFER TO ROOTBALL PIT PLAN DETAIL ROOTBALL NOTES: 1. SET SHRUB PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 1 DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. OPTION A: VERTICAL STAKING - VERTICAL STAKES TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 2 STAKES AND GUYS PER TREE. SET STAKES 180° AROUND PLANT PIT 3- 2 PLY BLACK RUBBER HOSE; 12" MIN. OPTION B: DIAGONAL STAKING - (FOR EVERGREENS ONLY) 1- WOODEN STAKE ATTACHED TO TREE BY GUY WIRE ENCASED IN RUBBER HOSE AND DRIVEN INTO UNDISTURBED SOIL OUTSIDE LIMITS OF TREE PIT OPTION C: GUY WIRE STAKING - 3- #14 GAUGE SOLID WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE. 3- 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. STAKES TO BE SET IN UNDISTURBED SOIL; 3 STAKES AND GUYS PER TREE. SET STAKES 120° AROUND PLANT PIT SECTION NOTES: 1. IMMEDIATELY SOAK PLANT WITH WATER AND ALLOW TO DRAIN.. 2. DO NOT ALLOW PLANT TO LAY IN DIRECT SUNLIGHT PRIOR TO PLANTING PLUG; SEE SHEET 01 FOR SPECIES PLUG; SEE SHEET 01 FOR SPECIES DIG HOLE TWICE THE SIZE OF PLUG USING A PLUG AUGER MULCH; SEE MULCH SPECIFICATIONS SHRUB PLANTING LD.007 ORNAMENTAL GRASS PLUG PLANTING SECTION N.T -S. kin / PLAN /SECTION LD -002 N.T.S. LD -007 N.T -S- REFER TO TREE B STAKING DETAIL 10 REFER TO ROOTBALL PIT DETAIL p TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED NOTES: I. SET TREE PLUMB PRIOR TO STAKING, 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 3-DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4.I1VIMEDIATELY SOAK PLANT WITH WATER. TREE PLANTING SECTION Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF WORK OR NOTED NOT TO BE REMOVED. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER OR LA, BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE OWNER, LA AND TREE ARBORIST OF ANY STRESS. 3. CONTRACTOR TO NOTIFY OWNER AND /OR LANDSCAPE ARCHITECT 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITH:N ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SIAI L BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERED METHOD FOR GRADINGS AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE. 5. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER AND LANDSCAPE ARCHITECT AND /OR TREE ARBORIST PRIOR TO COMMENCING ANY WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 6. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE-111 SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 7. CONTRACTOR TO VERIFY QUANITIES AND REPORT ANY DESCREPANCIES TO THE LANDSCAPE ARCHITECT. 8. IF SCHEDULED SPECIES ARE UNAVAILABLE CONTACT LANDSCAPE ARCHITECT BEFORE MAKING ANY SUBTITUTIONS OR CHANGES. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING. 9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 10. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 36- INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. 10 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX PLANTING SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY. (WE'LL PROVIDE AND REFERENCE A SPEC FOR THIS.) 12. PLANTING MEETS MINIMUM COUNTY REQUIREMENTS. 13. ANY PLANTING DESIGNATED TO BE RELOCATED SHALL BE DONE UNDER THE SUPERVISION OF OWNER AND /OR LANDSCAPE ARCHITECT. LD -004 1 ROOTBALL NOTES: 1.SET TREE PLUMB PRIOR TO STAKING TREE PLANTING ON SLOPE REFER TO TREE B STAKING DETAIL k10 TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE REFER TO BERM GRADING PLANS FOR ELEVATIONS AND SIDE SLOPES; SEE SHEETS 11, 12, 13, AND 14. REFER TO ROOTBALL PIT DETAIL 10 COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED LD -005 N -T.S. \ in / SECTION N -T.S- Soil Specifications 1. TOPSOIL IS DEFINED AS CLEAN, LOOSE MATERIAL FROM ON -SITE, OR AN APPROVED IMPORT. 2. AMENDED SOIL MIXTURE IS DEFINED AS 40% LUCK BIOFILTER SOIL MIX FROM LUCK STONE MIXED WITH 60% TOPSOIL. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434- 977 -1194 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. ALTH pF Gr fSTOP H L. ANTLE LICENSE No. 0406001716 �SScAPE AP C- 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 8.03/31/14Il 41NOR SITE AMENDMENTS 9.05/05/201.4 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO COMMENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Scale: 0 Date: 06/03/14 V 0706 Q'� CM C RBM W o U � p U Q U 3-1 Cz W -- 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 8.03/31/14Il 41NOR SITE AMENDMENTS 9.05/05/201.4 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO COMMENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPO COMMENTS Sheet No.: RAM 1 /0M Of: 17 Scale: N/A Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: RAM 1 /0M Of: 17 FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) SLOPED AREA "WEDG -LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS V -0" MAX 00 12" MIN 16" MAX o 4' -0" STREET SURFACE OR NON -PAVED AREA T -0" MIN ON 32 3/4" (834mm) DIA BOLT CIRCLE. (4) 1" (25mm) DIA HOLES 2" (51 mm) LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS VARIES PLAN PLAN 271/2 1 1/2 P P 699m 38m 26 1 1/2 12.. P 261/4 7 p 660m P 38m A FILLETED INVERT FOR A SMOOTH P 178m 31/8 TRANSITION OF FLOW BETWEEN INLET 667m NEOPRENE GASKET P & OUTLET PIPE SHALL BE PROVIDED. 1/4" (6mm) DIA MIN. 6" BEDDING 24 W/ NO. 68 STONE P 606m 25 584m P 287/16 5/8 P - P 635m NOTE: 722m 16m 0.D. OF GASKET GROOVE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 36 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 914m P 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE SECTION EXTENDED OR NON- EXTENDED BASES. FRAME SECTION 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED: 10 -24 -07 SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY, DATED 10 -24 -07 TYPICAL MANHOLE UD -001 B TYPICAL SANITARY MANHOLE FRAME UD-004 C TYPICAL SANITARY MANHOLE COVER UD-004 SECTION N.T.S. k,, 12 PLAN AND SECTION N.T.S. 12 PLAN AND SECTION N.T.S. EMBEDMEN' SPRING LINI NO. 68 STOP NOTES: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68. STONE SHALL BE PROVIDED. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE. TYPICAL SEWER PIPE INSTALLATION IN TRENCH BACKFILL CONTAIN =RIAL LARGER kNY KFILL* ILY COMPACTED R APPROVED kL TAMPER 3 ' max 4" min DN (SHALL BE WHEN SOIL 4S ARE UNSTABLE UD -006 THREACr.. FINISHE CLEAN( ADJUST BINGHA OR APP VDOT N IN LINE WYE -TE MAIN LI PLAN 'END OF /ICE LATERAL ✓ITH THE KING "SEWER' IN NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED. 3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) TYPICAL SEWER SERVICE LATERAL CONNECTION WITH CLEANOUT DETAIL N.T.S. \ % / PLAN AND SECTION JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY . 5' � , 10' 5' / ��1� %J.�/ /Y /YXY /i`• / / ?, / / ?.f /� /i / /T✓ � N /:c / /i ✓ /iY /ice ✓ /iy /i / /i/ /nom/ Y�.Y : c// �// N/ iY .f�i / /?✓ /.Y /i( /i�' /J2� /i / /i // WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) NOTES: 1. EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM; WATER & SEWER - 30' MINIMUM 2. * SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. 3. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90^ TO THE R.O.W UTILITY LOCATIONS AND EASEMENT WIDTHS UD-009 V DETAIL WT.& UD_0,8 N.T_S COVER LIFT NOTCH PIPE SLOT (2 PLACES) 12.37" WATER CAST IRON LID 14.5" 19 5" x 18" METER BOX BROOKS 2200 SERIES KTENSION NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 6" OR BRICK AND /OR BLOCK TO INCREASE DEPTH TO 24 ". 3. FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOX (5/8" -1" METER) DETAIL UD -020 N.T.S. ,A �T Z MIN. I I I I I MAIN LINE IN LINE WYE -TEE. SBNVA TYPICAL SEWER SERVICE LATERAL CONNECTION PLAN AND SECTION 1" TYPE "W` SOFT COPPER 1" x Vx 1" TEE NOTE: NO SWEATED FITTINGS (FLARED ONLY) 1" TYPE "K" - SOFT COPPER JAL SERVICE SINGLE SERVICE CAST IRON LID FINISHED GRADE N/A Date: 1/4" BEND COUPLING ") Project No.: MUELLER NO. H -15069 ( 1 Designed: NO. H -15068 (1 1/2 ", 2 ") FORD NO. L02-44 (1 ") NO. L02 -66 (1 1/2 ") NO. L02 -77 (2 ") oz '5 OR APPROVED EQUAL z I PROPERTY LINE - SALT TREATED 2 X 4 MARKER - FINISHED GROUND PLUG END OF SERVICE LATERAL PROPERTY LINE NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE LOWEST PIPE CONNECTED TO THE MANHOLE. SEWER LATERALS TAPPED INTO 2. AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3'. UD__005 N.T.S. 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS LOCKWING ANGLE VALVE COPPERSETTER (PLACED ON STONE) FORD VV72 (5/8 "x314 ") W74 (1 ") OR APPROVED EQUAL METER BRICK AS NECESSARY 4" STONE BEDDING vCORPORATION STOP (1" 1 -1/2 ", 2 ") MUELLER NO. H -15000 FORD NO. F -600, OR NOTES: APPROVED EQUAL 1. SADDLES SHALL BE USED ON PVC PIPE. 2. THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. TYPICAL SERVICE LATERAL INSTALLATION UD -037 PLAN AND SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434 - 977 -1194 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. I.TH CHRISTW H R E. SOONE j C. No.'. 020621 o �, s`rIONAL V�� Revisions: 1.2/27/08: FINAL An REVIEW 2.4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 PIN'AL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINIAL SITE PLAN COMMENTS 7.4/28/09 FINIAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Scale: N/A Date: 05/05/14 Project No.: 0706 Designed: V Checked: RBM oz '5 U) H V= 0 ^w Q O u r w I■--� 0 Revisions: 1.2/27/08: FINAL An REVIEW 2.4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 PIN'AL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINIAL SITE PLAN COMMENTS 7.4/28/09 FINIAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Sheet No.: �NF 7 /I9 /lH or: i� Scale: N/A Date: 05/05/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: �NF 7 /I9 /lH or: i� T =r L ran n� � nr��nn TM� SECTION A -A WIDEN TRENCH TO FOR TEE OR WYE ACCOMODATE ANCHOR IF REQUIRED. r`7 BEDDING AS REQUIRED PLUG 45° MIN T SECTION B -B AIR RELEA MODEL NC 200A (1 "), r 200C (2 ") C EQUAL :1:7_6�Yi1:7 BRICK SUF SOLID CEh QINGS DRAIN TO IF POSSIBI PIPE DEGREE BEND D MENSIO S (FT) VOL. TEE AND PLUGS (FT) VOL. SIZE OF BEND CU.YD. CUND. L H T L H T SLOPED AREA 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0.10 +� H 11114 1.50 2.00 2.50 0.10 o ' r I I CRUSHED STONE PRECAST REINFORCED 90 3.66 3.16 3.21 0.48 I ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR -I CONCRETE SECTIONS 8" 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 T -0" 221/2 1.66 2.16 2.69 0.13 -_� - CONCRETE I- Z 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 MINIMUM ELEVATION 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 5' 221/2 2.33 2.58 2.86 0.24 4' -0w 11114 1 1.83 2.33 2.84 0.18 - M.J. GATE VALVE 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. 1 CONCRETE THRUST BLOCKS STREET SURFACE OR FINISHED GRADE NON -PAVED AREA Q Date: PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE FRAME & COVER 0706 Designed: LOCATION AS DIRECTED. MARKER - (SEE TYPICAL MANHOLE - VM....i LOCATION MAY BE SUBJECT TO FRAME AND COVER DETAIL) 9 HIGHWAY DEPARTMENT APPROVAL. SLOPED AREA ry FINISHED GRADE "WEDG -LOK" TYPE BRONZE GATE RUBBER COATED STEEL a U V -0" MAX U Cz VALVE STEPS OR APPROVED gi � +� H EQUAL CAST IN PLACE a 21 -011 o ' r I I CRUSHED STONE PRECAST REINFORCED Z I ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR -I CONCRETE SECTIONS LI FIG. N0.4905 (SCREW TYPE) ri I! � "0" RING SEALS -_) I T -0" MIN � N OR APPROVED EQUAL L r -_� - CONCRETE I- Z � FILLETS 12" MIN Cn MINIMUM ELEVATION 1E' MAX DIFFERENCE ACROSS M.H. 5„ 5' FROM INLET TO OUTLET 4' -0w SHALL BE 0.20 FEET. - M.J. GATE VALVE DEPTH OF FLOW CHANNEL VARIES TYPE "K" SOFT TO BE 3/4 DIAMETER COPPER OF CONTRIBUTING SEWER, A FILLETED INVERT FOR A - - - �`- - WATER LINE SMOOTH TRANSITION OF CORPORATION STOP, FLOW BETWEEN INLET & MUELLER NO. H 15000 OUTLET PIPE SHALL BE PROVIDED. a ° OR APPROVED EQUAL MIN. 6" BEDDING 2500 P.S.I. CONCRETE W/ NO. 68 STONE SECTION a. = °. o . a THRUST BLOCK NOTES: 1. A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. UD -011 rB`� TYPICAL AIR RELEASE VALVE (AR PLAN AND SECTION N_T.S. �3 SECTION i ,.. g ,N4 " NYLOPLAST DRAIN INLET WITH DOME GRATE VARIABLE P DEPTH ACCORDING i PLANS BASED M"FACTURING `. } F GRMULAR MATERIAL # OF CLASS' MATERIAL DEFINED IN ASTM ! 2321 . BEDDING & I13ACKFILL F SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORi NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. BENCH SLOPED TO FLOW CHANNEL 1/4": V MIN UD-022 N.T.S. 3000 PSI CONC. BASE N.T.S. FLEXIBLE CONNECTIC WITH STAINLESS STEI BAND PLAN NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT ". TYPICAL SANITARY MANHOLE SHOWING BRANCH TIE -IN PLAN & SECTION V FOR P f y AMTUUi OW&404 MAY VWY ARE Lei chef PAW- - 7ffi=ARE F W1rM AOLW PAW pEirXAV ". aa10M (PLAN AND SECTION BRANCH 4 UD -002 N.T.S. N_T.S. NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 2' BEARING ;EA TYPICAL GATE VALVE UD.015 DETAIL N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434 - 977 -1194 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. p,LTH Op Pl CHRI HE '.' STNNE Llc. Nq 020621 w� ss101VAL BAG, 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 5.1/30/091 FINAL SITE PLAN COMMENTS 6.4/10/091 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Scale: Q Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM VM....i ry a U Q U Cz a Cl� gi � +� H a 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 5.1/30/091 FINAL SITE PLAN COMMENTS 6.4/10/091 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENTS 8.03/31/14 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 WPO COMMENTS Sheet No.: (�HF 11 I$IlN Of: „ Scale: N/A Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: (�HF 11 I$IlN Of: „ CONCRETE PLANTER WALLS PROJECT STANDARD METAIL RAILING (ON STAIRS ONLY) PROJECT STANDARD METAIL RAILING W (ON STAIRS ONLY) PARKING LOT r 6" RIVER TOW 116.03 s' STONE EDGE TOW W 115.53 I ; CONCRETE: - 115 55 TOW 121 79 4 1 SPLASH PAID i STAIR CONCRETE PLANTER WALLS ASIPHALT PARKING SIDEWALK LANDING AREA - -- - - --- "�-- TOW 121.67 CONCRETE PLANTER WALLS--_ 114 32 r{ 114 32 15" NYLOPLAST STRUCTURE CONCRETE PLANTER WALLS W /BEEHIVE GRATE 11210 PARKING LOT TOW 111.02 RIM ELEV. = 109.25 SIDEWALK CONCRETE WEIR WALL STAIRS LAST INLET tt OW 110.52 BORDER (TYP)E 24 / , _ „ r it r _ TOW 110.57 ; /W/BEEHIVE VE GRATE TOW 119.72 . , , , .:.. t . , , 3. -. :_ ;v...,.,, 3 r „- 1 . ..,W �;•�.x..,. -.: s , r' _ „ NON -WOVEN r '' TOW 11 _,, ,..,_. w 11.50 8 94 _ ..... -° a ,. m x BOW 119.22 .� ' „ / GEOTEXTI � 24 LE (TYP) 111.25 , 6 RIVER ,; .�, BIORETENTION ,. !; .�. �,.:: '<,3 �,, � ,, r j �s s, PONDIN <:. w o gpioweorcn - PARKIING T 117.99 a,,. / STONE MEDIA(TYP. _ / 117.9 ) - r 118.2,... n. -�- , - „,.., t 1 - PARKING LOT � .,. ._., < .r, 0 m m ...:. ... .. ... .- ,--- ...m..� ,,,. .;. :.,....... t .... >, BOW ,. ,..:. ,...,.,.. s .,_ r .., „ _.. 4 PEA GRAVE a _ ,-` „ 08.25', „. 1 ?” , t t 108.25 ', a.e:<. 18 BIORETENTIO „. �,:..__,. .:,,,, _ CHOKER STONE 3 APHRAGM(TYPJa a 7 BIORETENTI N MIX R ) BOW y__ , . #57 STONE 117 r , � ., � _�- (DOUBLE WASH E D) 8" SMOOTH WALL °aa ... � s 1 HDPE PIPE TO STORM VDOT #357 STON f DOUBLE WASHED f t ( ( ) 24 #2 STONE } ,r z � x : t � 4 PEA GRAVEL � - Daw DIAPHRAGM ., .§ .c� ..............,.ls ., ..,...'a.._._,,..,..,...,.___�, 18 #57 STONE _`°.' _ °�: UNDISTURBED SOIL (TYP) SECTION THROUGH PLANTER 1 16 1 SECTION THROUGH PLANTER 2 16 1 " =5' D SECTION THROUGH RG 1 16 E SECTION THROUGH RG 4 16 1 " -5. EXISTING 12 "0 CMP SECTION THROUGH RG 5 1 6 1" =5' McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434- 979 -7522 f: 434- 977 -1194 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. ti�.Tx of Lr? C HER L. ANTLE LICENSE No. 0406001716 PE ARCO� 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 8.03/31/14 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 WPO COMMENTS Scale: 1" = 5' Date: 06/03/14 Project No.: 0706 H CM Checked: RBM C y VCJ� U p U U � � o � � 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 8.03/31/14 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 WPO COMMENTS Sheet No.: 16 RR r 711 $//Y Of: 17 Scale: 1" = 5' Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 16 RR r 711 $//Y Of: 17 0 d- II 0 LU z 0 (N A NOTE: NO ORNAMENTAL INDENTATIONS MAY BE ADDED TO THE FENCE WHICH MAY BE USED AS A LADDER 1X6X6 ENVIROSAFE PLUS TREATED ANGLE TOP POST (TOWARD BUILDING) SOUTHERN YELLOW PINE (PAINTED ( -30 DEGREES OR 2" FROM TOP OF POST) BLACK) r 1X6X6 ENVIROSAFE PLUS TREATED 4X4X6 ENVIROSAFE PLUS TREATED SOUTHERN YELLOW PINE POST G ,< SOUTHERN YELLOW PINE (PAINTED (PAINTED BLACK) I BLACK) _g9 2 "x4" STEEL WOVEN WIRE SET POST IN CONCRETE; ISL 2000 PSI MIN. - 4X4X6 ENVIROSAFE PLUS TREATED SOUTHERN YELLOW PINE POST I COMPACTED SUBGRADEPAINTED BLACK) ) �z, ,FINISH GRADE FINISH GRADE 4X4X6 ENVIROSAFE PLUS TREATED SOUTHERN YELLOW PINE POST (PAINTED BLACK) 2 "x4" STEEL WOVEN WIRE; ENSURE WOVEN WIRE IS TAUGHT BEFORE STAPLING TO POST. SECURE WIRE TO POST PRIOR TO INSTALLING HORIZONTAL AND VERITCAL BOARDS. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434- 977 -1194 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. pL T H pF G ISTOPHE L. MANTLE LICENSE No. 0406001716 ti r�APE AV, 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 8.03/31/14 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 WPO COMMENTS Scale: r--4 O Date: 06/03/14 O 0706 Designed: r�l Checked: RBM � H -� - > Q C) V O O U W � � w a w � 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 8.03/31/14 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 WPO COMMENTS Sheet No.: 17 Af 71/b/41 Of: 17 Scale: N/A Date: 06/03/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 17 Af 71/b/41 Of: 17