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HomeMy WebLinkAboutSDP200700045 Plan - Approved 2007-08-02Location Map N.T.S. VICTORIAN STREET ROUTE 1046 _ TOWN LANE ROUTE 1045 Standards and Svecifications DUNLORA DR. PEN PARK ROAD QOb QOM Q OJT Q PEN PARK LANE ROUTE 1481 I VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3, ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998. Notes Phase 1B &Phase 2A GENERAL 24. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE I THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, EXISTING CONDITIONS AND DEMOLITION PLAN PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED. 02 03 INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND 25. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO 04 STATE POLICY. PRIOR COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC EROSION AND SEDIMENT CONTROL PLAN -PHASE AND INCLUDING THE CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE 4A RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID EROSION AND SEDIMENT CONTROL PLAN -PHASE LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE 48 CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION LAYOUT AND DIMENSION PLAN WORK UP TO A SINGLE BOX ON EACH BUILDING. 05 (HEREAFTER ABBREVIATED VDOTE GRADING AND UTILITIES PLAN - PHASE 1B CA aA r. yl RAT 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 26. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE 6A TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. LANDSCAPE PLAN - PHASE 1B CONTRACTOR SHALL NOT USE SCALES. RULERS, DIVIDERS, MAP WHEELS OR OTHER 07 11, LANDSCAPE PLAN - PHASE 2A MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT 08 APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY ROAD PROFILE MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE 09 CLEARING, GRADING OR OTHER CONSTRUCTION. UTILITY PROFILES DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS 4. ALL SLOPES AND DISTURBED AREAS ARE BE FERTILIZED, SEEDED. AND MULCHED. MAXIMUM o8. Kl SUBJECT TO THE APPROVAL OF THE ENGINEER. 10 ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE SITE CONSTRUCTION 11 TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS EROSION AND SEDIMENT CONTROL DETAILS co"'y cF UEDINIE 12 ON ALL SLOPES. 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE SITE DETAILS TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 14 OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, ow1EN Tr e4174; 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE x. Tr a1" IT IS DEEMED NECESSARY IEADOw ENGINEER. 08. e7x P.m IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Da aw 6. UNLESS OTHERWISE NOTED, ALL -STORM DRAINAGE PIPE TO BE HANCOR HI VDOT STANDARD 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED D8 2MP -Q. PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -0 HIGH DENSITY POLYETHYLENE (HDPE) W_ AREAS. SPEACIAL USE PERMITS: PIPE 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER T ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS Da. 1154 CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION •. it 041tt FOR THE CONSTRUCTION INDUSTRY 129 CFR PART 1926). TMP 61A -5-A, TMP61A-3-13, TMPBIA-3-14, SITE. 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE Da. 1059 EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, rNm OUTFALL. PIPE SHALL BE MIN, 6- DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY AL AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS. P. xM FLAT ENGINEER IN ALL CASES. D8 21. P. M OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY TMP 61-173A, WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. P. a m THE ENGINEER. 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND Legend/Abbreviations CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END MANHOLE UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE WALL SECTIONS WHERE APPLICABLE fOR SEE SITE DETAILS SHEET 14). EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE 7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70011. �J OF THE INLET BOX. it. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SANITARY SEWER AND WATER MAIN CONSTRUCTION SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE TELEPHONE PEDESTAL EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES GRADE SCHOOL INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE OVERHEAD TELEPHONE SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT AUTHORITY OFFICIALS AT THE START OF THE WORK. 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 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE 25' FRONT ENGINEER. BITUMINOUS PAVEMENTS CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED STRUCTURES AS NECESSARY. WITH THE SITE WORK, THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF `-----------------------j PRIOR TO THE START OF CONSTRUCTION. THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED 15' SIDE ALBEMARLE COUNTY SERVICE AUTHORITY CONCRETE PAVEMENT WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. MATERIAL STORED AT THE SITE. - 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70011. AND THE 30' BETWEEN STRUCTURES BUILDING CONTRACTOR. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM 15, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRANT 20' GRADING TO ADJACENT RESIDENTIAL JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING CURB WITH GUTTER LINES, SERVICE LATERALS, AND WATER LINES, ETC. SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, NOT APPLICABLE GAS LINE INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VALVE DURING A FUTURE EXTENSION OF THE LINE. EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS. CURBS, PLANTS, ETC.1 SHALL SWALE/DITCH MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE -- BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE NECESSARY AT NO COST TO THE OWNER. RIP RAP WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST --- - EDITION. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, 10. PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED AT EACH BUILDING. OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. 11. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE. 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE SURVEY AND TOPOGRAPHY OPEN SPACE ACREAGE: AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR, 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, 20. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE O CHARLOTTESVILLE, VA. AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE 2. SURVEY DATUM: NAVD 88 VERTICAL DATUM THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. -UDE 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE 3. BENCHMARK: SURVEY CONTROL POINT T-1, ELEVATION 451.07 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. -OHE- - -ONE- -ONE 22. 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. UNDERGROUND TELEPHONE LINE -l/OT- - -VDT- 23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR - MAX. HEIGHT OF ALL STRUCTURES: RELOCATED. OVERHEAD TELEPHONE LINE Charlottesville, Virginia MAJOR SITE PLAN AMENDMENT August 28, 2006 Prepared For: The Waldorf School 3200 Rio Road Charlottesville, VA 22903 McKEECARSON CONSULTING ENGINEERS -LANDSCAPE ARCHITECTS *LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 t: 434-979-7522 f: 434-977-1194 Site Specifics/Miscellaneous 1. THIS SITE IS ADJACENT TO MEADOWCREEK. 2. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 3. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE. 4. ESTIMATED TRAFFIC GENERATION, SEE PARKING STUDY. 5. ALL BUILDINGS WILL BE ADA ACCESSIBLE AND WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 6. ALL SURFACE PARKING SPACES SHALL BE 10' X 18' IMINJ 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 8. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. Phasing Notes 1. PHASING AS SHOWN IN THE CONTEXT MAP AND MASTER PLAN. 2. APPLICANT RESERVES THE RIGHT TO ADJUST THE PHASE LINES OR SEQUENCE OF PHASING SO LONG AS NO INDIVIDUAL PHASE CAUSES ADDITIONAL PHASES TO BE JEOPARDIZED. Phasing as shown in the Approved Final Site Plan PHASE 2A INCLUDES: BUILDING 11, BASKETBALL COURT AND RELATED UTILITIES. Phasing in the Current Amended Plan G✓ PHASE 1B INCLUDES: BUILDING /2, ENTRY DRIVE (GRAVEL), CURVILINEAR PARKING LOT (GRAVEL), PARKING LOT NEAR BUILDING /2 AND RELATED UTILITIES. PHASE 2A INCLUDES: ENTRY DRIVE AND CURVILINEAR PARKING LOT (PRIME AND TRIPLE SEAL), BUILDING /1,BASKETBALL COURT AND RELATED UTILITIES. SEE LANDSCAPE PLAN AND EROSION AND SEDIMENT CONTROL PLAN FOR CORRESPONDING PHASES. Site Data Sheet Index 01. 02. COVER SHEET MASTER PLAN 9. FIE nuQ $pIANFI w CAM 01 03. EXISTING CONDITIONS AND DEMOLITION PLAN BgeY D. YMTw. 9P AM PEIMY "NIT" 02 03 04. EROSION AND SEDIMENT CONTROL PLAN -PHASE 18 04 05. EROSION AND SEDIMENT CONTROL PLAN -PHASE 2A 4A 06. EROSION AND SEDIMENT CONTROL PLAN -PHASE 2A (During Construction of Bio -Filters) 48 07, LAYOUT AND DIMENSION PLAN Y 05 08. GRADING AND UTILITIES PLAN - PHASE 1B CA aA r. yl RAT 06 09. GRADING AND UTILITIES PLAN - PHASE 2A PROPERTY /RIGHT OF WAY LINE 6A 10. LANDSCAPE PLAN - PHASE 1B P. W 07 11, LANDSCAPE PLAN - PHASE 2A Da. aw 7A 12. PHOTOMETRIC PLAN D8 w P.. FIAT 08 13. ROAD PROFILE DEMCnAM M n804E 09 14. UTILITY PROFILES Da. Iri v. sn wa M P. as o8. Kl P. ax 10 15. UTILITY DETAILS p 11 16. EROSION AND SEDIMENT CONTROL DETAILS co"'y cF UEDINIE 12 17. LANDSCAPE DETAILS TMw! A r. sox -3a 13 18. SITE DETAILS STEVEN STMII,M AID 14 Context Map Scale 1":200' 1. Tr 61 -Mc s. Tr e4nb1 9. FIE nuQ $pIANFI w CAM 6 EXISTING TML14S D. WETSEL Ar CIMEMcf x MTM Ar BgeY D. YMTw. 9P AM PEIMY "NIT" Da 7Aj P x RAT Ir OVaTA u, it x w RESCUE OWNER/DEVELOPER INFORMATION: WARY w. MOD oa. 1. P. = MAT W:31:1 E:�ATIP ix0. Tr �r:T:w. owIFA rr e4nD Da. w1 P. m KAT oa Two Pas Tr su CMOSMOAM MALZNXIF suaa AVC Dl. TYT v. nA of V i. en Y Da. x6r P. nz KAT MINOR AMENDMENT CA aA r. yl RAT t9.ir eM-MA oa. zxr r. M RAr PROPERTY /RIGHT OF WAY LINE -- xMAeE Tlls KuoT sW/,R Da au P. W x.T. eYVA MMT® PAW uc e. Txi s4nxA XDIEowrM A4WAAT. Da W1 M Da. aw P. M O8 zW9 v. ao i WMAID r. AID D8 w P.. FIAT O8. aM P. xo Da Mr P. en KAT DEMCnAM M n804E o8. Mxs v M Da. Iri v. sn wa M P. as o8. Kl P. ax De. 060 P. ye ft SUSLT p v H RAT Dl. aw P su co"'y cF UEDINIE N�N1e TOTAL ACREAGE: 3 T e4nl TMw! A r. sox -3a NT ft IEAOOW CX PMKwAY Miw MWPB xl v. zo STEVEN STMII,M AID ow1EN Tr e4174; Sp V. Pox x. Tr a1" PAVEMENT IEADOw cIEB( uc 08. e7x P.m JOM1 N Aro Da aw P. 1N Da 236 P. ue RAr MMY M YFTCIMY -N.- - - W- - D8 2MP Moa W_ ". P 549 SPEACIAL USE PERMITS: D8 n7l P..W WATER VALVE OE, 354 P. N9 RAT Da. 1154 P. r •. it 041tt ADJACENT PROPERTIES TMP 61A -5-A, TMP61A-3-13, TMPBIA-3-14, D8. 1054 P. SM MMY o. YMITM. SN ATD s. Tr a+roA Da. 1059 P. 341TINY rNm M01AS AND MTA MASSA A ET AL Da. A6, P. xM FLAT Da t P. ae RAT D8 21. P. M S 'A. xax P.n9 KAT Da. w0 P. MD8 aN P. SM TMP 61-173A, MWPS x P. a m CA: x54 r. AM RAT Da. SM P. 426 KAT Legend/Abbreviations TMP 61-171, MANHOLE a v _ o L t� NAME OF DEVELOPMENT: THE WALDORF SCHOOL ENGINEER ITEM EXISTING COUNTY REVISIONS PROPOSED DEPARTMENT OF FIRE RESCUE OWNER/DEVELOPER INFORMATION: CHARLOTTESVILLE WALDORF SCHOOL OF TRANSPORTATION BENCHMARK L� MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: (FORMERLY CROSSROADS WALDORF SCHOOL INC.) 12-18-06: Y 9. 05-01-07: MINOR AMENDMENT 10. 07-18-07: LETTER OF REVISIONS 1408 CROZET AVENUE PROPERTY /RIGHT OF WAY LINE -- __ CROZET. VA 22902 SETBACK LINE _ _ _ _ _ - TAX MAP AND PARCEL NUMBER: CONSOLIDATED TMP 61-170 CONTOUR _________ INDEX CONTOUR 10--__-_ 10 TOTAL ACREAGE: 13.39AC BUILDING CURRENT ZONING: RESIDENTIAL R-4 PAVEMENT --"---------------------- WATER MAIN -N.- - - W- - -Nr W_ SPEACIAL USE PERMITS: SP2003-004; SP2003-029 WATER VALVE ADJACENT PROPERTIES TMP 61A -5-A, TMP61A-3-13, TMPBIA-3-14, TMP 61A-3-15, STORM SEWER s TMP 61A-3-16, TMP 31A-3-17, TMP 61A-3-18, TMP 61A-3-19, SANITARY SEWER - $ S - S - TMP 61A-3-20, TMP 61-180A, TMP 61-179, TMP 61-173A, INLET TMP 61A -3-B1, TMP 61-167C, TMP 61-167A, TMP 61-172, TMP 61-172A TMP 61-171, MANHOLE a v _ o UTILITY POLE �J TELEPHONE PEDESTAL PROPOSED USE GRADE SCHOOL OVERHEAD TELEPHONE -DHT- - -OHT- EASEMENT SETBACKS: 25' FRONT BITUMINOUS PAVEMENTS 20' REAR `-----------------------j 15' SIDE CONCRETE PAVEMENT N--==-=--__ =---==-==---, CURB L --------------- ! 30' BETWEEN STRUCTURES ...........=............. 20' GRADING TO ADJACENT RESIDENTIAL USES CURB WITH GUTTER =- - w ---- MAX. NUMBER OF DWELLING UNITS: NOT APPLICABLE GAS LINE ---- ---- ------------------------ -G- - -O- - -G-G-G- DRAINAGE AREA DELINEATION GROSS RESIDENTIAL DENSITY: NOT APPLICABLE SWALE/DITCH -- �DA� RIP RAP --- - PERCENTAGE OF OPEN SPACE: 89% STORM DRAIN IDENTIFIER 0 (EXCL. SLOGS, RDS, 6 LOTS) SANITARY SEWER IDENTIFIER OPEN SPACE ACREAGE: 11.66 AC UNDERGROUND ELECTRIC LINE O -UGE- - -UGE- -UDE UOE- MAX. NUMBER OF EMPLOYEES: 15 OVERHEAD ELECTRIC LINE -OHE- - -ONE- -ONE OHE- UNDERGROUND TELEPHONE LINE -l/OT- - -VDT- -UGT-UGIT - MAX. HEIGHT OF ALL STRUCTURES: 34'-6" OVERHEAD TELEPHONE LINE -DHT- - -OHT- -DHT OHT - PARKING SCHEDULE: REINFORCED CONCRETE PIPE RCP RCP FIRE HYDRANT FH FH PREVIOUSLY CURRENTLY YARD DRAIN APPROVED: PROPOSED: TOTAL: ❑® TOP OF CURB TC TO PROVIDED 30 15 45 BOTTOM OF CURB BC BC HC SPACES 2 1 3 OTHER ISPECIFY) LOW POINT LP LP DROP INLET D/ DI IMPERVIOUS AREA: 1.46 AC 0.21 AC 1.67 AC CLEAN OUT CO WATER METER NSM WM I TOP OF THE STAIRS TS TS BOTTOM OF THE STAIRS 6S BS Approvals TOP OF THE WALL Thy TW / BOTTOM OF THE WALL 9w BW VIRGINIA DEPARTMENT OF TRANSPORTATION yDOT VDOT DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 09-12-05: ENGINEER 2. INSPECTIONS COUNTY REVISIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 8-28-06: Revisions 1. 09-12-05: COUNTY REVISIONS 2. 10-28-05: COUNTY REVISIONS 3. 12-01-05: COUNTY REVISIONS 4. 5-24-06: ACSA REVISIONS 5. 8-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS 8. 12-18-06: ACSA COMMENTS (01-11-07 ACSA APPROVAL) 9. 05-01-07: MINOR AMENDMENT 10. 07-18-07: LETTER OF REVISIONS Robert B. McKee 'e LIC. Np. 77,83 r 191 0 No.: 0 Notes SURVEY AND TOPOGRAPHY 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, CHARLOTTESVILLE, VA. 2. SURVEY DATUM: NAVD 88 VERTICAL DATUM 3, BENCHMARK: SURVEY CONTROL POINT T -i, ELEVATION 451.07 CRITICAL SLOPES WAIVER 1. ALL GREY AREAS REPRESENT CRITICAL SLOPES GREATER THAN 25%. 2. CRITICAL SLOPES WAIVER FOR PHASE 2A AND THE ENTRY DRIVE HAS ALREADY BEEN APPROVED. 3. CRITICAL SLOPES WAIVER FOR BUILDING/2 CORRESPONDINGNGIN PARKING LOT IS ATTACHED WITH THIS SUBMISSION. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTIESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 vAvw.rrtckeecason.conl TMP 61-167A WHITED FAMILY, LLC D.B. 2159 P. 380 D.B. 1531 P. 677 PLAT D.B. 1182 P. 579 / TMP 61-167C THOMAS D. WETSEL AND ETSEL AND CLARENCE H. W Scale. 1"50' rererve Mea carmnon law copMpht and MARY W. HOOD property rights in these draMngs. All Ideas, Designed: ER:FQ.4SBR {a�III Op 4! designs, settlors, details, and plom are the Spoil O.B. 1681 P. 177 PLAT Z properly of McKee Carson ohd Held D.B. 1681 P. 174 OBERT 8. MCKEEI` reproduced, changed, or copied in any NO 7 3 form or manner whatsoever, nor are they �0 4 ! d to be assigned to any third party without �V 87 first obtaining the express permission and L consent of either McKee Canon or Held I-/ Sport Concepts. Ltd. r THOMAS AND RITA HASSALL ET AL -- 'D.B. /'r 2734 \\ \ \ \\\ , : \,•: 1, ,\ .*I \' / - I' �� >�. / // �" ♦♦�� 1 I TICA / 7 a \ \ \ � ,. �/ r� ,\'/ \ l \'\ 1 I .I 'I •� •. I1 a ,\ Ia, I a IkI TMP 61A -3-B1 I _ COUNTY OF ALBEMARLE FUTURE MEADOW CREEK PARKWAY R/W °ar au \ �� �� ♦ �� li N \ -- -- �- N511 5936 W TMP 614 5 A PHASE THREE VILLAGE SQUARE w,_ % TMP 61A-3-14 HOMEOWNERS ASSOCIATION TMP 614-3-13LOT 14 D.B. 16 P. 35 1 LOT 13 D.B. 8644 P. 352 PLAT i MCKee Conon and Field Sport Concepts, LM. Scale. 1"50' rererve Mea carmnon law copMpht and Project No.: 0323 property rights in these draMngs. All Ideas, Designed: ER:FQ.4SBR {a�III Op 4! designs, settlors, details, and plom are the Spoil Z properly of McKee Carson ohd Held Concepts, Ltd. These plans are not to be OBERT 8. MCKEEI` reproduced, changed, or copied in any NO 7 3 form or manner whatsoever, nor are they �0 4 ! d to be assigned to any third party without �V 87 first obtaining the express permission and L consent of either McKee Canon or Held I-/ Sport Concepts. Ltd. TMP 61-171 STEVEN STRUMLAUF AND SONIA FOX D.B. 672 P. 165 D.B. 236 P. 446 PLAT MP 61-172 BOBBY D. MARTIN, SR AND D.B. 1190 P. 296 PLAT PENNY MARTIN D.B. 1190 P. 288 O.B. 236 P. 446 P S12 58.?37'E 16 38 \ 512°5623"E X62 BENCH MARK IS SURVEY T -172A \-- S06.24'21"E CONTROL POINT T-1 'BOBBY D. MARTIN, SR AND �� \ \ ..3-49' ELEVATION 451.07 BOBBY D. MARTIN, SR AND �` ; S03C04 41"E PEtyNY MARTIN�, � _ _ ! 7.94 \„ D,9. 1190 P. 296, PLAT - .._ _ _ \, •�, \ S03.5$'44"E 0IB. 1190 /P. 288 41B., 1063 _ \ SO3 04'10"E ' !`i71 -- _ ` PROPOSED 52' /D.Ef. 24a PP..,9a7 FUTURE / i - .1, , V" \y �_', �POv CONNECTION I I - il--r-- 9 Tp'{A1 r N51°4 ., 3.8 „,\ -Ai'Ap 0.gO2'--'t�N QPPpJS� 0.50 Q'' 1 14 1N \ \ 1 - 1 it WASE a.n C / ', 1 M(J 61-174"` -_-3,•_` �. ";� A$CB-S58 E9"W " O.422;A� i / 37.00' DELTA X40"38'18 { _1LT66 \ � (}8=556°1915"� -4 i A { rFF/pp /4!' i T 0"E \ -mr r � l / \ DF�LT85 �'6Y 9 j '. / �l /' !- �/��� ��°`�' .'`' '/i' ,% 11�"µ; • L OI n °--,2�.r��-�_l°��-'�+ `�`,•�. '9� 00.90 I x /' �.' 1 _ ✓ , �� TMP 61-173A DONALD T. AND OWNER TMP 61-170 DEBORAH H. TISDALE CROSSROADS WALDORF SCHOOL, INC. W.B. 59 P. 345 D.B.2214 P. 114 PLAT D.B. 1060 P. 686 D.B. 2618 P. 192 PLAT PHASE 2A D.B. 310 P. 589 D.B. 2214 P. 105 t i �' ' /•' i' ,R / g ,/ - HWPB X P. 302-304 D.B. 2214 P. 108 D.B. 1076 P. 70 D.B. 1074 P. 164 D.B. 1074 P :I / f i ,/ / : .r / , 164 / , ♦ / s {' �'EDE%RIAN CONNECTION D.B. 663 P. 242 O �AARCEL 173A ,..,,. n� / i ♦✓ / i i .� / fi I S, DHWPB 3PLAT XI P. 38 _ a' ' i ♦♦, f� ,' / / I, !'HWPB XI P. 30 _. -- _ _ .'`�'' , i , �••♦ / "� i /�/ i 1 5957°10'35' ' / T. L% OWNER TMP 67-174: I BSL MEADOW CREEK LLC 7 D.B. 2 P. 19 a , DB. 23636 0 P. 296 TMP 61-179 D.B. 1173 P. 362 JOHN H. AND D,EL 1164 P. 16 ,,' r �' , ,' �� �7Vv ✓% CIF'3 MARY N. KETCHAM D B, 1068 P. 569 ,' //.. / , ••�•..T.....p...��.:� . \ I 1: �h D.B. 1724 P. 559 D.B. 1059 P. 349 �� / '!.• /' ��fr - f is ♦•fm! / r i ^ ,y D.B. 336 P. 449 PLAT D.B. 282 P. 179 PLAT ����,i ! / �. • / ! ���. /��♦,firi HWPB X P. 296-298 2-0• "BSL _. /_ _ �.%�p i-------- . r THE WALDORF SCHOOL Albemarle County, Virginia THE"VILLA' E SOUAIE % PHASp ONE ! WEI 743 P-' 513 'PLA,T TMP 61:-3-15 TMP 6/A-3-17 TMP 614-3-18 LOT 15 / TMP 61A-3-16 I LOT 17 / LOT 18 1 / LOT 16 1 Scale 1-=50' Contour interval -2- IV O 7mm - �O� 0 50 100 200 MASTER PLAN 1.099-12-05: COUNTY COMMENTS 2.10-78{5: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.0524-06: ACSA COMMENTS 5.0&2&06: MAJOR SITE PLAN AnIENDMPNT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8,12-0&06: ACSA COMMENTS O1-11-07: ACSA APPROVAL 10.OSO -W: MINOR AMENDMENT 11.07-18.11!: LEI OF REVISIONS Scale. 1"50' Dare: 06/74/05 Project No.: 0323 Designed: ER:FQ.4SBR Checked: RBM i r I-/ 1,- TMP 61-1804 r THOMAS AND RITA HASSALL ET AL -- 'D.B. /'r 2734 P. 90 TMP 61A-3-19 / ,. I I-4 D.B. 2051 P. 596 LOT 19 TMP 61A-3-20 \ 1 -- O.B. 588 P. 426 PLAT 1 11 LOT 20 1 1 Scale 1-=50' Contour interval -2- IV O 7mm - �O� 0 50 100 200 MASTER PLAN 1.099-12-05: COUNTY COMMENTS 2.10-78{5: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.0524-06: ACSA COMMENTS 5.0&2&06: MAJOR SITE PLAN AnIENDMPNT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8,12-0&06: ACSA COMMENTS O1-11-07: ACSA APPROVAL 10.OSO -W: MINOR AMENDMENT 11.07-18.11!: LEI OF REVISIONS Scale. 1"50' Dare: 06/74/05 Project No.: 0323 Designed: ER:FQ.4SBR Checked: RBM AND AREAS TO BE SAVED WITH LANDSCAPE ARCHITECT PRIOR TO / / S72 06 E / I 00 / / IN FAVOR OF / CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC // / 292 39 / /' 3.01 I `- / / TMP�1-174 AND / LOCATIONS OF ALL TRANSPLANTED MATERIAL. / / / x / x / x I / / TMP 61-172A // x 453.33 TBM TO BE MOVED / / / x _ � / _- � I ,/ 45781 / / 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON // // // x x/ O* / _- l�f' 1 / x / �(\ I (1 /118PINE SITE. CONTRACTOR TO CO-ORDINATE THIS W/LANDSCAPE ARCHITECT ON SITE. / / / / / I 20 I G/25 // / ,453.0'6 / / x_x / / �' x 484.01 / 1 TMP 61-172A /462.18 4641 9 30 I �E/40 / + �/ 6. SITE CLEARING AND DEMOLTION WILL ALL BE DONE IN ONE PHASE. / 2MA 50 / I / / I' / /z BOBBY D. MARTIN, SR AND / O / 1�� 124ASH135T _ - x / / 479.74 / / 1 / / 1 I I PENNY MARTIN I / / �\ / // 456.70 / � - - " �- 7. ALL GREY AREAS REPRESENT CRITICAL SLOPES, IT WAS DETERMINED THAT THE / / / / _____� I I I / O / // \ I / D.B. 1190 P. 296 PLAT I I l - I - / 15/x/ 1 / ` l 1 CRITICAL SLOPES AREA FOR PHASE 18 WOULD BE DISTURBED WITH THE / // ,/ // , TBA K� J / l / x 479.80 I p D.B. 1190 P. 288 I l 24PINE/25 \ I J/ +/ - q, �S'l APPROPRIATE SITE WORK NEEDED FOR INSTALLATION OF THE DRAINAGE , / / / ( I NG S__ x 480.22 , v D.B. 10 3 P. 671 / I 460.49 II �� / / SEL 451,26 - �-'-_ CONTROL MEASURES AND OTHER ESS MEASURES. SO THE CRITICAL SLOPES / / / / 20 �� I / 42HEM/35 I / l D.B. 241 P. 347 PLAT 1 I 1 \ �, GFR -f- WAIVER WILL NOT BE REQUIRED. / / ( / / - - - ( ( / / _r - - / - / // // 4W.37 / / / / / / / / / / / / / / / / / / / 42T 60 (/ 46k3 /l ( / / / 1 / / 1 / \4\III/// / � � I _= I = I _ + X 4� r3 � 24P/NE%2.� /l// I I I \\\ 4619.63 I \ I 1 I I / I / I A80AK145 / / 461.06 / / O / / I I I I / I / I / I I I0 I I 1 1 O I 1\ 1 \ 1 2411IC130 \ 46.x. 45 \\ ? 11 �' 483.16 / I 1 I - . 99 39' � - 04* k ( F 28A SH/50 / ( / l / O / _ � 1 / I i ( _ - - - - I I w`� 4�,: __ _ _ _-,- 722' >8PJ1�E�6 � / ' X 469.46 ( l / / \ >BASH/30 I BPF / / / / / I I xs�,.3 ' , y 1V \ " " BCS \ 1 AL 451.43 /., X YVL.YU l l ( l ! /1 #sa ,k fiY�y.� \ x / / / / 1 / / / / 28.MAP/40 O 483.58 I / / / / / I � ( / / ! / l � . �\ / 101 00, 3.a / / / / ( I l �'( / / / / l O 484.78 / I / / / / I_rll/ 1 I 1 \\----2_ _ PINE/25 455.91E 22 / 450.19 x / y / / / / / I ______,J I l / l / I / 28ASH/50 / / / l l I l r - - - r " 460.12 � / / / / / / / / \ / \ \ X 82. 15 / / l / / o 42, 41„ E / iiiiiiiiiiiiiiiiiiiiiii�t ,A- - - o + f5\P /20! / / 4 � // // // // x 4 _ I I _ � l � \\ // \ O 484.22 f� ��p /x 477.89 / l / S�1 / ( \ / \J � w ( ; / ; / / " - .�- Q0 � � ` �`�� VIP 1-171, / / / / / O / / / / / \ / v� I ( / / / / / 4%, I: � � 457.58 W b 1\ 1 ( 1 / / , / / r, / / , / / x 481.4 \ / m / r�►6' , , / , / / _ �°' , - - rC \ _4 I \ ^ 2 2 A C , I / / / / I 1 / / I / / / I // / - ,O "1% 458.30 I� 1 I / / / 472.60 / l / ! 1 / / N LLOtW36P/NE/4�0 / / / / k_'' �,r�' \ I + O I / // / // / I / / // / ( I - - - / / 0 i _ // 1.477.06 // / 1�I _ 4 . ..� , -` 1 .TIL %n // / // / I / / 0 / / _ _ _ / p / - - /� / / / , - // / t � / I A d 12 I / /11 I ! 477 90 / / - / - / / - r / / K �IpE -/ / -- x 457. 5 I 450. 6 O 44 3 L: / I / / / / // \\I / / / , UI , _ / / t ,� ,. :` .Y / w I - I 2 OP/45 // / / 1 / / O / / / m / /� 10.\ ! ( / SET B AC �� "/ - C' " / I 1 1 , \ I 421 / / / l I ! 8 �' IF / / 1 1\ 0 8 l _ x Z / / 1 I / x 483.40 / I / l l 2 / / - - - - BC 1 x� >8�/NESS`✓ 1 1 . 17 / / / l l 1 / / - - - _ / / 36P/NE/40 / / �� / / / - / �, iG 1 TC i 1 / / / / / / - / : ` ` S3- / 45 79 45726 (4 1 \ \ / / / / I / / i / 477 75 / / -1 / -to, t T`s , z ^s 1 1 / V 455.94 / .11 \ / ( �"n ,. , F x1 455. x 1 PM'E/25 8 / // ( 1 / ! / I / / / --/ / (` "r 454.97 r l 5 + - 4 �� O / I I / / 't** -1� w 4 4, 1 w, // / , ( i / / / I x 478.44 / / T M P 6 1 - 1 7 0 x 483.78 I / / � / / I .0 l � � F � � � � > �;,�' 7" �. °�. N ! / 11 �q ( / / / 1 / / I I / 1 TBR I / _ / / / I / / /� �� s; \ I /\� 80 / 5 t / / / I , 1 I / 20PARA/2 / �5 811 / / 46720 / I , / ) I O I 483.25 / / 473.06 1 ' - / /tea ti, 'r ° ix\ x O / n I 452. 13,39 AC. I ► - -x "" / I /z�r.W. r, J /SPHALT x / LEA T 2 QP/4 0 I / 1 I ITER I / / / - - _ _ _ - _ r - - �' " / I /<" rfl 4_4Q /z. / \:, RK/NG 73, 1 \fix / O 4 .85 I ( 473.01 / I 4CHR/25 I 483.64 / / / Aa - - - - - - I / / / I . ' - / / 1: j EA \ \ / / / / 1 f 79.78 TBR x / 480.32 I ' " / / /`*; // 1)� //N \ 30BSY 1501 / / I / l / / I 481. 1 - - _ --- -- ( 472. b / / / I -- l� : , / / -� / i \ 45.2 / L y.7 // / / / / - - -I / , / ( / , 1 / 24MAP/30 / TBR / PO I / / s' / l I / / / l O 468.36 / / TBR l 12 TR/>5] 480.74 I - _ _ _ - - - // I / / l ( / 455. 9 TS I T l 15909/�/0 / / / / ( I_i;� = 1 455.00 // x X455.51 / 45 / / / / I 474.94/ i 478.83 / R \ // / / / ,/ // / ! 1 ( I / A / BS __ / 12 f5 \ TBR / / �..,. 464.77 / // I TBR\\ 1 1 / / TBR I I 478. x 483.01 / l / / / / I 1 \ I� I / l BC _ ��► 9 / 209/N IDEA!)) DBL 14CHt9125 I \ / /30 / / / \ 4 � / I T ��� w \ //_ 474.71 \ \ 1 / TBR 4 47 / / / / / I� I /�, BC 454. '�.8f / Y: .40 \ / 320AK/50 TBR 472.86 -i - / / / \ \ ( I / c 456,38 452. f � 66.34 >SCHR/25 -} - \ / 4 / , / f� / _ _� \ 469.35 /k TBR 1 \ \ `I / /' ,/ // / % I4�-� Tom, a I // ` W'�-1 \ z� \ / �/ 1 I \\\ 1i6POP/40 \ \ \ / / / / 475.69 / / / I /41, , , / x 453 2Z < - y��II ! -_ \ \ / 1 \ I / / / / x / // / // // �� � mi''`l / / Y GV , \ 1N 439.53 SI l / 1 4.45 \ 1 I / / / / , / �,,",Hp IJ�LV� 1 35 /// // \ 1 \\1I I/ TBR <\ \\ \ \ 1 / // // // // /' O // / //�, - // / 4.2 \� l8" SDR / 1 ( \ 7 _18P1N/25\\ 476.04\ \\ \ I / // /' /' // // /p // /// a // 1 �' // /,�" x / __. /cc / 1 \ \ \ \ / / / / / / / / / / 4- -. , / ( f / --472.45 � Co ( 2OgAK/30 TBR \ � _Z \ I / , / / / / / / r , � . i ' \ / f 65 3 I 240AK/40 \ TBR \ \ \ \ / / / / / / / / W / 45497 / \ \ /Ib 468.65 �7 / \ \ \ / 48126 / / / / / 1 \, \ / ,r I \ � 15POP135 1 \ I I \ O 471.14 \ \ \ \ / / / / ( \ \ / 1./ ,i�'t/ ; ' �' / / / / / / / / x 469. f5 , / 1 \ \ \ TBR \ \ \ \ I // ,/ // / / O // / / / � C , -_ /I `' 4529 TC / , 4.I ."e __ ->' ------ ------- 1\ \\ ��-1 \\ �P/N/2�\\I / \I \ \\ \\ 1 I 482.86 / // / / // // BELL // /1/ // / /l 1 , `\ `\ \ ycn 4 \ i 1 I \ / / / / / // i / / f� .l \ 45)65 \ / / 4 F #'r � ., 1 \ \ - - I I \ \ // \ / - / / / / / / / / / / 454.96 \ I /.. ". / , I \ \ 469.98 I \ \ \ I / / / / / / / / /. 1 i / \ / / s:.. c, # / \ - / / / / / /. -01, - )i , - I x I \ \ 1 \� I 1 O ` \ \ x 4845$, / / / / i / 464..72 / -:I \ \ 1 .� t / I \ \ // I \\ \ \ / \ a1 / / x476.25 / / // // // �� / / F { \ l , � ; ' f ,, /;, ., f 464.95 \ I \J� # , Y,, I \ \ \ \ I \ / / / / / / / / / i-. �, / \ \ \ / _----_ -4- / // // / / // /' X11 ' // J . \\ \\ / / \ ori 9 �� ; ;X /� 1 \;: \ I / /;1. / / / / t , / \ \ \ I ,.\ 83.01 �_/ / / / / / / \ /ii �, I \ TBR 1 \ \ \' \ x g 1 GVy / / / / / / / / / / , / ii // �Q# `` / .r /'11, ,)s,� /' I / \ TBR 7168 \ \ \ \ \ / 48 1� / / x , - ,0 / >8SYC/30 I 1 / `/ / ,ir s/ / / �- \ \`` \ \ 0 E / .172.18 / / I \ 22909/4 TBR \ \ \ / / / / / / / / / / / 1 / / / / t . / A ' l , / \G / UPIVK-28 Q /470.06 ! . / / i / I +/ f / / � � \ i / / / / f 449.56 / \ / / \ ONK / / / / 0� / , / / 0, / \ 470.59 20S YC/�Q \ \ \ \ \ / i GW / oy / / / / / / / / :. 32 i / i / _ # / I I 34P/N \ 472.76 \ \ \ \ 480.06 / <j\ / / / / / / / / � / / L. ;/ , a / '� ,i I 4ss. \ \ \ \ \ �� / / / / / / �� �/ / / �0 ,,/ / / 1./ /, l / \ \ \ \ \ �� / / \ / / / / / / 464.16 �� ! / °;/ i - -__- / / I / ,� 1 34H1C754� / \ \ \ - \ 464.48 \ \ \ \ \ / / / / i I / / I 1 `: ✓ > I. / \ \ \ \ / , �F / / / / / / / /v / 45152 / ! / . , TBR :, / 1 / 46187'\ \TBR \ \ \ \ \ \ / / \ / / / / / / 1 / 3 A/C/45 \ O SQA /30 15909/35\\ x 468.29 \ \\ \ \ *11 / / \ ' 20' SANlt. 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If r / :" / s': 1 I / / / / 1= \ \Q \ \ \ \ 471.38 \ / / / / / x 45� �9 / / / / / ! / �, / \ 1 / 6 / / / / / / / II / \ O �� � \ \ \ \ 473.62 \------- 47529 / ' \ \ \ \ 1 \ ) // / / // / / / / // // / // !/ / x 44,.E //. 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I / ' // \ __ � \ \ \ \ \ \ \ / / / x 466.95 / / / / / / / / I / ! / ;/ .. /. ,- .// .1 11 '. / �.N 1 ;, / 1 \ \ \ \ \ \ \ / / / / / / / / / / / / f �, ` �, f 1 I / \ \ \ \ / / / / / / / ! 1 # x \ \ \ / / / / / / 43 .7t F 457 \ \ \ / 60.08 - \ .11 1 , 11'. \ \ \ �� \ / / / / /r. \ \ \ \ \ \ \ \ ` / / / / / / / W / / / / / / / ::/ / / i/ / \ .I : 1 0.49 It I, p �� �� �� \\ \\ \ \ \ \ \ \ / / / / / / / / / / / / // +2.59 / ' 1 �. 1 /I. / \ \ \ \ \ \ \ \ \ \ /' / / / / / // / / / / / _ / x , /,. x 1 f ; I '..< 2'p' t L ING SET X 450.39 �' �� �� \ \ \ \\ \ \ 520AK/70 \\ // / / // // / / / / / / // // // ( =/ / / / I ;. 11 A / / ( I )'1. \\ \ Q \ \ \ \ 468.81 \ \ // / / / / // // / / / // / / NOTE. / POND I I- : � � :} / �� �� 1� \\ \\ 459.79 0 \ \ \ \ \ \ �// / / / / / / / / / / / // -/ , 1 1 / \ \ \ ` - - / / / / / / / / / / / / � POND AND . / / • I I , y / \ "I � \ \ \ 1 \ \ \ / / / / / � / / / / i I ..I / Vin; ' / IN.\ \ \ 15H1C/25 \ O 15BCH/25 \ / / / 457 48 / / / / / OR,4/N.4GE ! 24 " R/SER k --A \ I 28 /C/40 66.27 / / / / / / / x / / / / / 4B " /.O. 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I ­1ti x xi_x-fix x \ x x ( I \ / / / / / / / / I I I / / �' y� y !N / g,11 r s i *� - . ,� \ \ \ 1 1 / / / / / / / / 1 1 � / / � 426.9 _ 3S -LS T \ IV / / 0 20 40 80 / x /' / - S H ' � �* \ \ I I " I \ 5 _ / / / 1 � �C!%N - / / STUB �. �, \ \ O cr 11 I 1 , `� ---/ x / / / / /iiiiiII I i \ 1 // / .11 ,yb -, :> a >. r 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. reserve their common law copyright and othes property rights in these drawings. AN 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. THE WALDORF SCHOOL Albemarle County, Virginia11 EXISTING CONDITIONS AND DEMOLITION PLAN Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMIvIENT3 4.05-24-06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS 8.12-08-06: ACSA COMMENTS j 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS / Scale: 1" = 20' Date: 06/24/2005 Project No.: 0323 Demolition Notes Demolition Legend / -' \\, Checked: RBM TMP 61-172 ,/- _ _ /, i _ / \ BOBBY D. MARTIN, SR AND 1. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL /� // \ PENNY MARTIN BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, // // \ AREA TO BE DEMOLISHED. D.B. 1190 P. 296 PLAT • TENANTS, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. // \ D.B. 1190 P. 288 • 2. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE 1-1/ / / / // 1 / /' � D.B. 236 P. 446 PLAT WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION // SINGLE ELEMENT TO BE DEMOLISHED OR RELOCATED. /// 0 PF I BETWEEN EXISTING AND PROPOSED SYSTEMS. 483.39 "'- i 01-1 // // /// x�-x X 456.41 3. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE /�' /' x I too / // PROVIDERS. / // 1 ` / / /' 4. LANDSCAPE CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLANTING'S 1)(_____)k_____ 'x� TBR TO BE REMOVED / / // / o - I // �x/I O /0 / / /// ACCESS/EASEMENT // AND AREAS TO BE SAVED WITH LANDSCAPE ARCHITECT PRIOR TO / / S72 06 E / I 00 / / IN FAVOR OF / CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC // / 292 39 / /' 3.01 I `- / / TMP�1-174 AND / LOCATIONS OF ALL TRANSPLANTED MATERIAL. / / / x / x / x I / / TMP 61-172A // x 453.33 TBM TO BE MOVED / / / x _ � / _- � I ,/ 45781 / / 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON // // // x x/ O* / _- l�f' 1 / x / �(\ I (1 /118PINE SITE. CONTRACTOR TO CO-ORDINATE THIS W/LANDSCAPE ARCHITECT ON SITE. / / / / / I 20 I G/25 // / ,453.0'6 / / x_x / / �' x 484.01 / 1 TMP 61-172A /462.18 4641 9 30 I �E/40 / + �/ 6. SITE CLEARING AND DEMOLTION WILL ALL BE DONE IN ONE PHASE. / 2MA 50 / I / / I' / /z BOBBY D. MARTIN, SR AND / O / 1�� 124ASH135T _ - x / / 479.74 / / 1 / / 1 I I PENNY MARTIN I / / �\ / // 456.70 / � - - " �- 7. ALL GREY AREAS REPRESENT CRITICAL SLOPES, IT WAS DETERMINED THAT THE / / / / _____� I I I / O / // \ I / D.B. 1190 P. 296 PLAT I I l - I - / 15/x/ 1 / ` l 1 CRITICAL SLOPES AREA FOR PHASE 18 WOULD BE DISTURBED WITH THE / // ,/ // , TBA K� J / l / x 479.80 I p D.B. 1190 P. 288 I l 24PINE/25 \ I J/ +/ - q, �S'l APPROPRIATE SITE WORK NEEDED FOR INSTALLATION OF THE DRAINAGE , / / / ( I NG S__ x 480.22 , v D.B. 10 3 P. 671 / I 460.49 II �� / / SEL 451,26 - �-'-_ CONTROL MEASURES AND OTHER ESS MEASURES. 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Y / < /, « / / / \ \ \ \ - � \ \ TBR \ 1 O- - DBL 72POP/B0 / / / / / / / / / / / / / / / / I VA ! / \ O \ 475.98 / / / / / / / / / / / % / ! / �► / / / 1 / \ \ \ \ >5H/C/6 \ / / / / / / / / / / / ! / I \ \ / / / / / / x 449.73 / / s ./ / - �// / \ � 11 \ \ 471.38 \ \ \ / / / / / l / / / / / / / / l � \ \11 11- \ \ \\ /' // // / / ' / /, //, 1 _/ / \ \1 �_ �I \ \ \ \ \\ \"I /' / O SELECTIVE CLEARING OF EXI 7'ING TREE LINE fiI ENTRY Df IIVE 8 BUILDI N2 / / // /' // / / / ' f .> / /AT X 43`548 �\ \ \ \ / / D IIN COORDI)dATION WITH OW R/ARCHITECT/ BORIST). / / / // // / / / , " I f UB� I;; \ \ _ / / / / / / f e. �r / / k \ \-------------- / / / / O /' :, l V \ \ \ / / / / / / / / / l I< \ \ / / / / / i / 1 S \ \ \ \ \ / / / / / / / / / 5 ! / / / x 438.79 I I '/� / ��\ ��\ \\ \\ \\ \\ \ \\ �\ // // // // // // / / /// // // x a5o.4���� ,�;�` . / /r /' �/ A/ ,yam 1 yfi ! I / ' // \ __ � \ \ \ \ \ \ \ / / / x 466.95 / / / / / / / / I / ! / ;/ .. /. ,- .// .1 11 '. / �.N 1 ;, / 1 \ \ \ \ \ \ \ / / / / / / / / / / / / f �, ` �, f 1 I / \ \ \ \ / / / / / / / ! 1 # x \ \ \ / / / / / / 43 .7t F 457 \ \ \ / 60.08 - \ .11 1 , 11'. \ \ \ �� \ / / / / /r. \ \ \ \ \ \ \ \ ` / / / / / / / W / / / / / / / ::/ / / i/ / \ .I : 1 0.49 It I, p �� �� �� \\ \\ \ \ \ \ \ \ / / / / / / / / / / / / // +2.59 / ' 1 �. 1 /I. / \ \ \ \ \ \ \ \ \ \ /' / / / / / // / / / / / _ / x , /,. x 1 f ; I '..< 2'p' t L ING SET X 450.39 �' �� �� \ \ \ \\ \ \ 520AK/70 \\ // / / // // / / / / / / // // // ( =/ / / / I ;. 11 A / / ( I )'1. \\ \ Q \ \ \ \ 468.81 \ \ // / / / / // // / / / // / / NOTE. / POND I I- : � � :} / �� �� 1� \\ \\ 459.79 0 \ \ \ \ \ \ �// / / / / / / / / / / / // -/ , 1 1 / \ \ \ ` - - / / / / / / / / / / / / � POND AND . / / • I I , y / \ "I � \ \ \ 1 \ \ \ / / / / / � / / / / i I ..I / Vin; ' / IN.\ \ \ 15H1C/25 \ O 15BCH/25 \ / / / 457 48 / / / / / OR,4/N.4GE ! 24 " R/SER k --A \ I 28 /C/40 66.27 / / / / / / / x / / / / / 4B " /.O. ANT/- VORTEX \ _ I 4r4,51 �x \ x / / / / / / / / / / _ / 'I • CAP I I: `� \ \ \ I .1 68.47 \ 471.81 / / / / \ \ \ / / / / / / _ 444.89 1/ EASE 1" 1` // �\ \ \ \ ,O \ O \ / / / / / / // / / / , 1-1 \ \ \ \ \ \ \ \ ( / / / / / / / / / / / / / 56909/70 SHGIWiI( / TOP 434 33 I' / I / �� �� \ \\ \ \ \\ I O \\ \\ / / ' / / / // // // / / // O 445.32 /����/� x 43241T3T0 >5"REDUCER 1: / / / / PLA/V . 1�; ;l I � i` / I r C; -1 \\ \\ \\ \ \ \ \ \O \ 24OAK135 \ // // / / / / / / / / / / / , \ )k /` \ \ \ \ \ 46724 \ \ / / / / / / / / / / / / / r �* `.: I / v �11 N\ \ \ \\ \ \ \ \ \ \ // // / / / / / / / / / / / i / i �\ K1. fl / � \ \ \ \ \ \ \ 420 KX50 \ \ O / / / / / / / / / / / / / / / / / / ► 440,1. '\ , a \ .1 gr I r / V \ 452.00 \ \ / / / / / \ ` I - \ / . � I ' \ 464.40 \ \ \ '\ / / / / \ 1,11 t. 444.89 ��\ x \\ \\ 344K/50 \ \ �\ \ \ 380AK/60 D� / // // // / / / / / / / / CC1 ti 7!11�11 _r',�c, �. \\ / ,1 /„� \ 458.1(`1 \ O 470.49 / 46 .54 O / / / �\ \\ \ \ \ \ \ 42�\4K/50 O -� \ i x / / / �o / / / �. \� � I' / / / / 'I / \ \ \ \ \ \ \ 4@ff.90 \ / / / / h / x �� .moi ,J \ O \ �� / D / / / O / / \"_ Y o � , / / / / / / 44124 T _ , 7 f8 -, " I \ \ \ \ \ \ \ \ -- / / / / / 0 f \ \ 400AK/50 / / / / / D / / / i V R/P x G \ x / may.__ / \ \ \ \ \ \ 468.43 / / / / \�� 11 "I \\ \\ \\ \ \ \O \ O \ \ \ // /' /' // / / / / / / / l // / // 0 RAP 0 / `� / O I \ \ \ \ \ \ \ \ \ \ \ \ 4 dOAK/55 / / / / / / / / / / / / / / / '- 1.r x 1t , 0 0 � . , • s y ►o , . .� Cc / � � � \ \ \ \ \ \ \ \ \ 15OAK/2)F / / / / / / / / / / // / / / / / ? a 'F s �" '�'�� � / � ' h I / \ \ \ \ \ \ O 69.08 / 45 37 // / // f '1 � A t 43614 \ \ \\ \\ \\ \\ O 464.05 \ / // / / // / / // / �tL­ t 4- / \ \\ \\ \ \ 460.3K/40 / x / // / //45 ,4-� \ \ \ \\ / // / / /' /' / / 44589 / // / - _ � ` s4,61:1I / \ \ \ l I I \ \ \ \ \ O 240A�C/35 _ / / // / / / / / / / / / / // / / / � . 's ' = �� �' 4.*#1 ) �", SMH \ \ \ �- - -- �-- -�_ �- O \\ \ \ 467.52\ ,2-0 BUILDING SETBACK LINFj/ /' Q/ / / / / / / / / / / �R y , �, -_� . « °o \ \ \ \ \ \ \ \ / 320AK/6j0 \ \\ \ r 24H1 /35 / / / / / / / / r 4 ' \ ��� y / 423.5 / -----7---i / 461.24 / / / / / / / / ; :: Y All , +. � 1 / TOP \ \ \ \ 455.77 I/ I \ \ O1 I 1 \ O \ 3sPOP/4o / / / -/'- Scale 1".20' Contour Interval_2' / / / / .�' -+ - n n � y '+s* �\ \ \ \ \ 465. / / 456. O / k - ' r „� I i 38%AK/40 \ 36909/40 Qi 468.13 / / / / x / -- wi, z 11 _� � °*+ � 24(1/35 \ \ \ \ \ _ I �� , 442.54\\ \ \ \ \ \ \ I I 46�!O1 11 /// / / / // // // /� I i '1 / // /� i r PVC L I I 466.63 / / / / / / / tt zw 1. I ­1ti x xi_x-fix x \ x x ( I \ / / / / / / / / I I I / / �' y� y !N / g,11 r s i *� - . ,� \ \ \ 1 1 / / / / / / / / 1 1 � / / � 426.9 _ 3S -LS T \ IV / / 0 20 40 80 / x /' / - S H ' � �* \ \ I I " I \ 5 _ / / / 1 � �C!%N - / / STUB �. �, \ \ O cr 11 I 1 , `� ---/ x / / / / /iiiiiII I i \ 1 // / .11 ,yb -, :> a >. r 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. reserve their common law copyright and othes property rights in these drawings. AN 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. THE WALDORF SCHOOL Albemarle County, Virginia11 EXISTING CONDITIONS AND DEMOLITION PLAN Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMIvIENT3 4.05-24-06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS 8.12-08-06: ACSA COMMENTS j 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS Scale: 1" = 20' Date: 06/24/2005 Project No.: 0323 Designed: SRK Checked: RBM General E&S Control Notes: (VI -15: VESCH) Notes Legend ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND I. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 S. SURFACE ROUGHENING MISS STD, 6 SPEC, 3.291 SHALL BE PROVIDED ON ALL SLOPES 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUTCONSTRUCTION ENTRANCE PERMANENT SEEDING SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE GREATER THAN 3:1. AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN CTE E. & S. STD. & SPEC. NO. 3.02 P`S E. & S. STD. & SPEC. N0. 3.32 P`S TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. STABILIZED FROM FURTHER EROSION. SILT FENCE TREE PROTECTION SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION 6, NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE `SF E. 8 S, STD. 8 SPEC. NO. 3.05 -X X- TP E. & S. STD. 8 SPEC. NO. 3.38 X X - NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, MAINTENANCE OF A GRADING PERMIT. LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER DUST CONTROL PRECONSTRUCTION CONFERENCE. ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND CULVERTS. jP E. 8 S. STD. 6 SPEC. NO. 3.07-3 ® O DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER STRUCTURES AND FOUNDATIONS. PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN 11. A MINIMUM WATER TAP OF 11NCH MUST BE INSTALLED WITH A MINIMUM i INCH BALLCOCK TEMPORARY DIVERSION DIKE SAFETY FENCE ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. CSHUTOFF ONSTANT LVE SUPPLYING A WASH HOSE WITH BE A DIAMETER OFF .5 INCHES HE FOR RA ADEQUATE DD E. 8 S. STD. & SPEC. NO. 3.09 ~ SA E. IS, S. STD. & SPEC. NO. 3.01 -x_ FIRST STEP IN LAND CLEARING. 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. TEMPORARY SEDIMENT TRAP EC -2 MATTING ON THE SITE AT ALL TIMES. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, `ST E. & S. STD. S SPEC. NO. 3.13 EC E. d S. STD. 8 SPEC. NO. 3.36 THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS 12. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. STORMWATER CONVEYANCE CHANNEL t ON THESE PLANS INCLUDING. BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), DORMANT FOR MORE THAN ONE YEAR. 13. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION C® E. S S. STD. & SPEC. NO. 3.17 LIMIT OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OF SEDIMENT TRAPS -RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. PLEASE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. / CONSULT LANDSCAPE AR ENGINEER BEFORE INSTALLING DIVERSION DIKES. DRAINAGE AREAS -DAA / _�- OUTLET PROTECTION (SEE MASTER PLANT RM ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION j / / 47874' 11 /�/�n oQ \\ td. SILT FENCE SHALL BE MAINTAINED U IS STABILIZED. �P E. S S. STD. & SPEC. NO. 3.18 CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION 15. EXTREME CARE TO BE TAKEN NOT TO DAMAGE �E TREES WITH DIVERSION DIKE. DETERMINED BY THE PLAN APPROVING AUTHORITY. =`� I p �RE 1 / MODIFIED MUD TRAP-)(--MM71-X- I / W / 42HEMi35 16. ALL SEDIMENT TRAPS ARE TEMPORARY. SEDIMENT TRAP NQ. CONVERT INTO ONE ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT / ' ,' G P 48316 . \ BIO -RETENTION FILTER. SEDIMENT TRAP 2 AND 3 WILL CONVERT I THER 010 -RETENTION - •• ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 28ASH/50 y�� i B ! - 18ASH/30 FILTER AFTER THE CONSTRUCTION OF PHASE 2A. p p1N / Q FINAL STABILIZATION IS ACHIEVED. 46946 20 \ A / r l P 28 /40 O 48358 �• �-/ ' O 48 B \ ' 17. THE EXISTING POND AT THE EAST OF ENTRY DRIVE MUST BE CLEANED FOR MING T ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 1 ��- , I/ `,$ f SME/20; / / 1 / DEPOSITION DUE TO CONSTRUCTION OF BARREL UNDER THE ENTRY DRIVE. �,� SP DEVICE. I �!' / r 28ASH/50 `y; q1"E Q- , '>r * 4 + 1 ' I / OB4.22 l 4 7 ag'1. i/ e ,..,� a r\3X20 ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND O 18. PLACE SAFETY FENCE AROUND SEDIMENT TRAPS 1,2 AND 3 AFTER COMPLETION OF PHASE i6. }txs .+ti - a AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP I' l r . !! I •.\ - /� • 1 n \% i1 TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE i...\�, 120 IMMEDIATELY. v i . o / a. // /Q e60 / ,� C.°' a a . `• _ 1 + 1 , I / / /� J6P/NE/4f7 / - \ i I 477 06 '/ v 1 .• y ti- 1 r / 477,90 0 /P 45I1\('FI /ay. SBb1NfXY215. , •7 14 , 47275 1$P /25 8- e 1 46 4-03 a ! 2 OP/40 GRA / DA / DA DA / •'//;' i C7 d 1=UC'p2Q ` ' x';^ f ,, Q8S 2/50 OR/VE 30 =i + i ! I ^\\ !! �' /� Oq O�c7y ,O�oFi `° /i ;�\'. s• ��� __-_ ��W� 24PZIVE/25 I / $ \ T o io- w,C2�2 1 ♦ .+. a • W 4_Ie FMA' -o~i 1 ! / PROPO.B(:D DROP INLET u� "7• / 577, ,5 DIA /TO BE BLOCKED,. >oP - / COMPLETELY TILL iA 1 % i �a wQ `t I / I / 1 O; \ 1 \ / P•. m a ? �ti �' , / rE GET STABILIZETJ� / 6/45 65 , g 406O 2 30 S STANDARD VDOT DI. -GRATE INLET a4 / / li X 6 QP)NV. OUT 448.0ji 0BFc;: 1 / / IF , i SEDIMENT TRAP N0.2 1"=N Date: A = .60 AC. Project No.: 0323 Designed: ER;BTSRK ELEV L W D Z BOTT 49 7 2.4 1.0 WET/DRY 54 12 1.6 2.0 DRY/WEIR 60 18 WEIR 3.6 2.5 SEDIMENT TRAP NO.3 A = 0.66 ELEV AC. 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KJz7*51 J-f •.fes-yv-rJ , `•, . Yip -♦ r ,A' • i+����t,♦•r/♦f_}.iw'•S ,d♦i.Y+ y�� . r<j♦� j'r P y �l t ♦ ♦ ♦♦ • dp ♦ • ♦• ..• ♦i♦ • �� • .t �}1'fi'✓<7'}'�v'/f♦' iJ�' �7•:.lf'f'*•.'f of _ 1Y♦�:F.5.T: 4J iii ��J -.'t� •.� .t McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 P. 434-977-1194 W .mckeecasan.com McKee Carson and Raid Spat Concepts, Ltd. reserve theircamnan law copyright and property righti in these drawings. A4 Ideas, designs, sections. details, and plans aro the property of McKee Cason and Held Spar) Concepts. Ltd. These plans are not to be reproduced. changed, or copied In any Tam or manna whatsoever, nor are they to be assigned to any third party without first obtalning the express pemdssion and consent of elther McKee Canon or Field Sport Concepti. Ltd. ?,LTHop L ROBERT B. MCKEE� NO. 776 �o ��a 70 AL , yet r A ,4F ,YY YF ,-/•• / 1. ZANAM"M %07 � YF lt•*3 r,�i i=ii /Ki YfF 4, 1' ti'R�,Y:*i iia'�1il'.!�. �.-•i�•,.•, t-...•rq.etc,4tW.....•.`f.t.Y.�'�-Ii;•S'fi/Y%'*.:�%.';... �,/V"�%X / , •� J'9♦ �:. P♦• 's/♦♦ . di ,••�!♦. • A♦ • .e . ♦• • • . f1' �i ♦ ♦ .e ♦ .♦ Pfa • . .,iy^ ♦�.,�, ♦� , THE, END OF THIS P AgE •'Tr i�T"''k�i:��♦�� -Y7M�7 °��s. •T7r♦� ♦�'i,i •moi ♦i �.i•f ♦fi ♦; ;^i`'fs�•.. ♦' �♦�. ♦t♦"/t�i ♦�� .Jit. 9�d♦ .y*/t.�. �♦♦ ,K♦7♦a Y,t♦'♦�♦�• ••/�♦,• �♦,♦ i�♦, • ,.��♦ "J• _ _ .. ..-ri,.:.'*: *�..•f� -Y3 Fy .yam'-Y'�;r � 1 -rF •-r; r�;F •"rF. ,�nT "J♦�ik!♦•.1��?♦•.1�f»,�.?♦7'if�r �!♦iY♦v♦.'fs♦i J���v7�♦�frr���yiii}.�•i� � - . t a > I I , =- - y THE WALDORF SCHOOL Albemarle County, Virginia EROSION AND SEDIMENT CONTROL PLAN PHASE -1B RevWar: 1.0312-05: COUNTY COA4dEN'TS 110-2845: COUNTY COna maTS 3.12-01-05: COUNTY COhOaNT5 4.05-24-06: ACSA CObAgNTS 5.0628-06: MAJOR SITE PLAN AM@IDAffidT 6.1002-06: COUNTY COMMENTS 7.114306: MM C 6.12-0606: ACSA WTS O1-11-07: ACSA APPROVAL 10.05-01-07: LETTER OF REVISION 11.07-16-07: LETTER OF REMON Scale: 1"=N Date: 05/01/05 Project No.: 0323 Designed: ER;BTSRK Checked: RBM General E&S Control Notes: (VI -15• VESCH) Notes ES -1 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND 1, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 5. SURFACE ROUGHENING )EBS STD. 8 SPEC. 3.291 SHALL BE PROVIDED ON ALL SLOPES SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE GREATER THAN 3:1. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION 6. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE AND SEDIMENT CONTROL REGULATIONS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE OF A GRADING PERMIT. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA DISTURPRECOBING CTI VI CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 7. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. CIRCULATION AREAS AND ENVIRONMENTAL QUALITY, FIRST STEP IN LAND CLEARING, 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ON THE SITE AT ALL TIMES. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ACTIVITY, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS). DORMANT FOR MORE THAN ONE YEAR, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ' OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. / . - /2MAP/50 / /' _--- _ ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION / ' �� 478.74 CONTROL MEASURES NECESSARY PREVENT EROSION AND SEDIMENTATION AS / ,K DETERMINED BY THE PLAN APPROVING AUTHORITY. / ,f L , / ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT L__ - 1 ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL ! 1 / B3 EM/35 FINAL STABILIZATION IS ACHIEVED. 2BASHi50 _ - / p 06946 18ASH130 1 ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 28MAP140 O 483.58 / l• l \ DEVICE. O 484.78 / 1 - 4 A/ ' // `' y1i Py ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AN DA 28ASH150 DA / `� O 484.22 AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEAN ! 1414 90° PIPE BEND! DA IMMEDIATELY M MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMF.. - MEDIATELY, 9/OP/CT t0 F' t5 •1 / N9 o.J Eq 3 52. 47:5 0 47290, / UNDERGROUND / 20OP145/ •I 1 O,! J (STERN j 4 1.21 / e 6IAMETER X! 80 / 14, ', •, 16,90 GALLONS D / / / // / I � tpo'/• � asz i 42T40 1 1 6 48C.0/ // + 479 8 \. 464:233 2 OP/40 1 , ! • Q O 4 85 1 �- °480s+ // ! GRAY / I DRIVE V l l // 24MAP/30 • / C + O x6836 03 liGy?4311 I X 9 ANY SEDIMENT WHICH ACCUMULATES IN THE EXISTING POND SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION. 10. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS. DITCHES OR WATER COURSES, 11. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. 12. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. 13. SEE MASTER PLAN FOR DELINEATION OF ENTIRE DRAINAGE AREA. 14. THE TOP ELEVATION OF GRATE INLTET-2 TO BE RAISED UPTO 447 FT AFTER THE CONSTRUCTION OF BIOFILTER-2 I 1 / v I , I / � \.A '41'E / T / e 4oe 6 //I 36P/NE/4�J X47706 111 ' 36P/NE13 477.75 G.E CONSTRUCTION ENTRANCE Scale: CONTROL PLAN E. 8 S. STD. 8 SPEC. NO. 3.02 PHASE -2A vSA SAFETY FENCE - - -X- - ER;BT;SRK E. 8 S. STD. 6 SPEC. NO. 3.01 ROM OjP STORM DRAIN INLET PROTECTION E. 8 S. STD. 8 SPEC. NO. 3.07 OTEMPORARY DD DIVERSION DIKE E. 8 S. STD. 8 SPEC. N0, 3.09 STORMWATER CONVEYANCE CHANNEL E. 8 S. STD. 6 SPEC, NO. 3.17 oP OUTLET PROTECTION E. 8 S. STD. 8 SPEC. NO. 3.18 PS+ PERMANENT SEEDING E. 8 S. STD. 8 SPEC. NO. 3.32 O EG, EC -2 MATTING E. 8 S. STD. 6 SPEC. NO. 3.36 DRAINAGE AREAS (SEE MASTER PLAN FOR ENTIRE DRAINAGE AREA) -DA- ODUST CONTROL LIMIT OF CONSTRUCTION 4 � O p 11 /8DME 5 l�5I4,�: "` :•% / ! M 1200U� ' i i ,4:.i �. /, . 38SY /50 � / `fir / T '� }1 A \\ iff 24P/NE/2.{ // 1 x702 ,.<, ! \\ V�!A3HER 464 63 I I 1 i x /,✓ / \ \ / l.' O Opo i 'x fj p i < •tO / 1 48L05.. 0U\VOING UOa P`\. , // /;Q..�O 2, �~ / I' i II FM+. ;n. / 1 1 w I O. �•y�; \ N00\. \NC, // < / / �4, m �� 1 ! i / 'Cv :,y _ S•- - �60A6/45 ,/• '.':._ \ - 4/03::.`,, -,., �' \\ Y1 P�0 1µF _,.SFpE/4rPQ 2��j aSCR 35 / O ! 05 3 \ ec : d v \ OPSEM SO PRUpO ZPND / s j S 9 QOtiW 684 \ EjEP GE PO P\PS . pP / H a /i/ ."STANDARD ANETDDI v/ TOP ELVA5250 tµ\PN 'moo-. /i- / / / BELL �� 6 / '.•" INV. 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EH4j / :�. + y •`7. 46 2 \ 8^x4.. TEE // ' / t. �Y �, / / /� SELE LVE CLEARING OF EXISTING TREE LINE ALONG ENTRY DRIVE / $1'L \�- \ IN�RDINATION WITH OWNER/ARC, TECT/ARBORIST}.' // J �? / i /'; 7/ i11 I �� -- x �• `. \V ITL REMOq \-G.. / �.�• / / // /'�� / / POND i `\ ... ,• ., 2 p 153CH/25 .�.r. i 6.47 \\ \ 1 : / N7 ' / -y / / a� ORA AGE AREA 1,4" R/S'EF7 ' I r M ER. `•- ! `• "..." ARt ue l `4e /D ANr,'vv,?rZ7. 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AS Ideas, (180014, se #OnL dMo6, and plana are the property of McKee Canon 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 wpp permission and consent of elth8 McKee Canon or Field Sport Concept, Ltd. THE WALDORF SCHOOL Albemarle County, Virginia Revi#iore 1.09-12-05: COUNTY COMMENTS 210.28-05: COUNTY COMMENTS 3.12-01-05: COUNTY CON04DM 4.05-24-06 ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8.1241806: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS EROSION AND SEDIMENT Scale: CONTROL PLAN Date: PHASE -2A Project No.: (During Construction of Bio -Filter 2 Designed: Revi#iore 1.09-12-05: COUNTY COMMENTS 210.28-05: COUNTY COMMENTS 3.12-01-05: COUNTY CON04DM 4.05-24-06 ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8.1241806: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS Scale: I"= 2d Date: 10/26/05 Project No.: 0323 Designed: ER;BT;SRK Checked: ROM McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTBALIE, VA 22902 t: 434-979-7522 f. 434977-1194 w .mckeecorsors.conn McKee Corson and Field Sport Concepts, Ltd. reserve th9V cornrgn low copyright and oft Property rights in these drowlsos. As Ideas, designs. sections, detais, and pions are the Property of McKee Conon and Red Sport Concepts, Ltd. These plans ore not to be reproduced, changed, or coded in any fonn or manner whatsoever, nor we 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. THE WALDORF SCHOOL Albemarle County, Virginia LAYOUT AND DIMENSION PLAN Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28, 05: COUNTY COM MEI -M 3.12-01-05: COUNTY COMAIL+NTS 4.05-24-06: ACSA COM4M ENTS S. 09-28-06: MAJOR STM PLAN AM11 NDMFM 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMHNIS 8.12-08.06: ACSA COMMKZS 01-11-07: ACSA APPROVAL 10.05-01.0/: MINOR AN014DWOM 11.07-18-07: LET=OF REMONS Sheet No.: _qAlziv -`S\ 05 07 Scale: I"=20' Date: 06/24/05 Project No.: 0323 Designed: ER;SRK Checked: RBM Sheet No.: _qAlziv -`S\ 05 07 Grading and Utility Notes - 1 ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED ON THE EBS PLAN. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO 2' STABILIZE AND CONTROL SOIL EROSION: ASPHALT AND OTHER IMPERVIOUS ,' / ✓/ // / j ' i MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. 3 INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. , / , / / / / �' / j �• �,�.✓-' I \'` 4' CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT / I /// /// % // // /// /'/ % `-'�• > \ 11 / li.e. CABLE, TV, GAS. ELECTRIC). T / Storm Sewer Structure Schedule STRUCTURE STRUCTURE ID TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION 1 CISTERN -- -- 4 5. 5 CMciced: RBM 52.10 L.F. 15" HDPE 6 5.28% to TI 473.75 472.50 -- 5 452.50 448.00 97.19 L.F. 15" HDPE O 5.40% 5a T 446.00 462.75 442.75 2 _ 447.00 443.50 443.50 94.44 L.F. 15" RCP 8 1.59 3 p 444.25 442.0 442.00I / I i 53.33 ALL UTILITIES MOUNTED ON BUILDING TO BE LOCA ED AT MINIMUM HEIGHTS ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE / / / / / / / �' / �.i✓-'"'- \ 1, / /x 45'x7 ! // PAINTED TO MATCH BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO INSTALLATION. / / // / / / •�-'j"""`-wV / 484.01 \ / 6 PROPOSED 52' /6216 ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED /� / / / ,�- / / I / TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE / I// // // / �/ / I FUTURE CONNECTION 10 MARKERS/CODING ARE NOT PAINTED. A K LINE Q I 1 E �` I I I 1 „r,.-/.-•- / / / / _ / _ _ _ T TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. 1/ / / / SETA a6psFdEE'- '` NG AV` ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER, / (�j TO / SERVICE PROVIDER SHALL PROVIDE PULL WIRES TO CONTRACTOR. Z,e�� NCONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS.4501o9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER GAS METERS SHALLNOT BE LOCATED DIRECTLY UNDER ANY WINDOWS IF ANY). 477.69 10, CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING �/ _, 4 ! 1 / 1 / l A / Av � �- '� / !x PLAN PRIOR TO INSTALLATION. e / v / v / v aye / _K45 I4T ,J' 90' PIPE BEND/ c O \ I .W / x 481.5 \ / m\F / / /' tt. / a},16� ,JA / r N� :458 ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT / i / \{�tE 1 � I rr' I / /e /p66 / lTr -� Je OWNER/ARCHITECT/ENGINEER FOR BEST LOCATION. / I t !. 15 I 1 ,/ / m I / / \ 1 '' \' 1 i o I Q. � ( / rY� i1 \1 1 a 1 WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. / J- 7 / / ( ! p ' ' j / 2 / / r. \ \ II USTERNERGROUND/! 450x\ IAMETER X/80 // / r• Fi // / n 483.!6 2 ' � � ' I 16.9 ALLONS x r8340 x r l •i4 �t4 i/ / 11 0./. / 1 482 9� x4 .76 48378 G i / \ / I�'- / i .J O 1 :•• /// / x,164 Zg i i -C x 454.9 O x 4691Fjf / / I 1 / I 1 p,Y4• f / +479.8 / 6 / 46720 / I I I �,� / �-,.-s x a> A 1 :•I a /� / ,G / / 4805+ O EO : / : • / n h < I \�� $: u-:�,px, „ \i \ `O I //ES�a\FF ? Oz/ / < J I r '• \ // x /' r•// �� ! Imo~ UPx Oy2 i "". ♦ d 'L":. \, x60.37 I q 0 / 47761 x r / a Stu 472 ,9./i :• / i �l cd 1 l / 7 / , / I / /: / - p / T W 4710 1\ 11 455. it x , ' aW 47ofi i / / \ooP S",TB / 1 ,/ �a ! e��l I , 1 •�'• 6..x / x 4J9 Y -r A V 46477 x70.2 i ! 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',/ i // O/,� /! / / % j�� / / .x EE \ // '.. / / ,1 / 46 ` 7 4 \ 8`K4" Y _„ \ ' P• ✓' // `O l ��� i ' r9 /'/ / ,' // / p 5. / d }•/ / 9 - td426.9 /� / ,._ /Y4dS l! x / .. /. / F � / / / X •.\4 vs \ r14 x S YAP?'n: 7 (65.0 :: t\ ��\ i \'X'`^�.:..v / / / 41 ,...w/s�" /46R 09 / i / !C' '441 i /� ,cp\N .N / ✓ //. it 442 a i �/ k i �... x 45039 _ \\\ \ a \ �• l \ \\ Cor \ \� \� / / 20' UNLITY // / / p\ •tJ PSEa ` % / o / / / I I I i BIL TNG SET A E V1 POND 4 �� � ° EASEMENTil/ OS / /✓f i' /CT l l I I i � Ir I T� - / v 4 rg A REiMO`V D � / ��ON ANO r'S' )TIN E 2A}` / / / // / ��'� / PO : �•/ / V� 1 V A _ _- A / / L / 4^ / �xAGE APER l / /D ANT,'-d'OFTE I \_ x a` 1� / 4B / 24"A/,SEF I CONCRETE \. \\ 4.;61 1"' / W / / -/ /,. .rY' ... /r / baa 44x.89 I AFE ue/� r%C I ! ,y� 1 aD7� i r DUMPSTER MP8TE R -x 4b977 •` / / / r,«A / 7` l l •CAP x 1 ROLLING DUMPSTER. /'�. W .-r ENCLOSED W/ WOOD \ '`��,,- W ,. .. , / ," - S.YgtN/v 47,v c/, TOP 4,x453 I i I / FENCE. , A\ \V ;.✓" ^� '� / hY / / .. ,''!'. / ! ' PL AW 3Z097D l$" FEOUCEF I .l I O ��v d \ `• A � v V A \ ,�; / /- " ./ i ale / ���ts ! / / ,' �� a �44u V vv A ...� I - I I i � { I / I V7 x041_�.._-.� I �_ _.',O RIP a1��x)�3f76 x.i-7J vv A v v vt A v v / / A'1 / t / / / /� r• '0 RAP a ��V ♦ \ "�? V V A / / / / /' / � fi / / / / // / fes- � "-Q_Q� 43614 0 x 46837X494 e6 ,x44568 x /�-�- 432.16 1 v v A vvv // OP _ - 20"BUILDING SETBACK LINE / / / / i ��/ % / / ,' \\ ,; ' /f / 4735 __ • \430 42731 �' EW 1/ x a651'i \ i' / / / / / x 456,50 -� ! / i x \ / / Scale 1'=20' Contour MtervaG2' / / / / ' -asggz \'-x' /N✓'OUT X34: Sst'AT \ \ �\ \\\`� \ \ • \ 1 _� / / / / ,.,....c.... 0 20 40 BO x / r McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 f: 434977-1194 \Nvw.mcke/Cascsixan "m Canon and field Spat Concepti. Ltd. asserse erair corarron law copyright and otho property rights In these drawings. AN idem, designs, sections, details, ad plans am the property of McKee Cason and Pell Sport Concepts, Ltd. These plans ae not to be reproduced, changed, or copied in any form or manner whatsoever, nor aro they to be assigned to any third party without f nt obtaining the express pannission and consent of either McKee Carson or Field Spat Concepts, Ltd. Yt,LTR op r-, ROBERT B. MCKEE' NO 7763 V, 6?ORAL CNO THE WALDORF SCHOOL Albemarle County, Virginia Revisions: 1.09-12-05: COUNTY COMMENTS 2.19-28-05: COUNTY COMMENT'S 3.12-01-05: COUNTY COMMENTS 4.05-24 06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8.12-08.06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF RL"MONS GRADING AND UTILITIES PLAN PHASE 2A Sale: 1" = 20' Date: Revisions: 1.09-12-05: COUNTY COMMENTS 2.19-28-05: COUNTY COMMENT'S 3.12-01-05: COUNTY COMMENTS 4.05-24 06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 8.12-08.06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF RL"MONS Street No.: � q lu 6A 09 of 18 Sale: 1" = 20' Date: 05/01/05 Project No.: 0323 Designed: ER;IlNtBT CMciced: RBM Street No.: � q lu 6A 09 of 18 Landscape Notes Plan List & 1. SEE SHEET 13 FOR ALL PLANTING DETAILS, 1. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM CS CORNUS SERICEA PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH, MULCH 2. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT AMELANCHER ARBOREA RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS SCIENTIFIC NOT LOCATED IN PLANTING BEDS. OF CONSTRUCTION OR NOTED NOT TO BE REMOVED. SIZE CANOPY/TREE TOTAL 2 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3, NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR 1.5" 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW WITHIN DRIPLINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT 130 MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT OWNER OR LANDSCAPE ARCHITECT ILA) TO DISCUSS TREE PROTECTION ACER RUBRUM COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT IF USED), SLOPE EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES 2.5" PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION 452 PRODUCT. CONSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR ACER SACCHARUM QUANTITY. TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND 2.5" 6'-8' TREE ARBORIST OF ANY OCCURANCE. 3. CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO BN BETULA NIGRA THE LANDSCAPE ARCHITECT, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED 4. CONTRACTOR TO NOTIFY OWNER, LANDSCAPE ARCHITECT AND/OR 2.5` BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY 464 3248 NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION 4. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST. MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS 6'-7 BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF 5. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT CORNUS FLORIDADOGWOOD HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS PRIOR TO WORK. 6. ANY PLANTING DESIGNATED TO BE MOVED SHALL BE DONE UNDER THE BBB 124 SUPERVISION OF OWNER AND/OR LANDSCAPE ARCHITECT. 5. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD 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 WITHINTHE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE. 6. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER,AND I - LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY - 4 1 SEED MIXES FOR STORMWATER MANAGEMENT SHALL BE RECEIVED FROM: WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN 41 r/ , ERNST CONSERVATION SEEDS, 9006 MERCER PIKE, MEADVILLE, PA 16335, PHONE: 800.873.3321 FAX: 814.336.5191, www.ernstseed.com OWNER'S SIGNATURE IDATEI EXISTING DRIPLINES. /' -- --'- � i / 2. BOTTOM OF BIORETENTION AREAS AND BOTTOM OF VEGETATED SWALE ALONG ROAD -- RETENTION BASIN FLOOR SEEDING: ERNMX-127 00 c 7. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -11) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 3. BIORETENTION AND SWALE SLOPES -- NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 Q CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT i/ / 1 C „ i CONTRACT PURCHASER'S SIGNATURE (DATE) MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF / / 4. CONSULT WIT LANDSCAPE ARCHITECT BEFORE SEEDING DESIGNATED AREAS. - r'F SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. r / O / NOTE: SEED XES MAV NEED TO BE R P A TH P / a779o: 1 E L.CED WI LUGS (TO BE DETERMINED). ` 8, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE / ( 0, Olt MATERIAL ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING. j TNN / 9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL `c/../- b : / 47775 PLACEMENTPLANT EPRIOR TO RIAL AT TIME CONTRACTOR LTO NOTIFY L AS L LANDSCAPE 1 -920 SF/��--1pp1\AiNt jpPP yC 'r' / qB0 TIAL 682 ARCHITECT d8 -HOURS PRIOR TO DELIVERY. 1 SEE LAND CA NOaKs NO.16 AND 'NO. 17 PW -P % /4 60 / +4798BIORETENTON ED 3. 42 T ',� (180y873-3329 o/4o 480.+ Qe' O kB5 d Go -t Plant Plan List & Can012v Calculations 05/01/2005 CS CORNUS SERICEA REDOSIER DOGWOOD AA AMELANCHER ARBOREA DOWNY SERVICEBERRY CODE SCIENTIFIC COMMON OTY CALIPER SIZE CANOPY/TREE TOTAL CANOPY TREES Plan Scale: Checklist Date: 05/01/2005 CS CORNUS SERICEA REDOSIER DOGWOOD AA AMELANCHER ARBOREA DOWNY SERVICEBERRY 11 1.5" DWARF FOTHERGILLA BBB 130 1430 AC AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 6 1.5" 6'-7' IG 130 780 AR ACER RUBRUM RED MAPLE 1 2.5" 6'-8' 16 1 452 452 AS ACER SACCHARUM SUGAR MAPLE 6 2.5" 6'-8' 10. 214 1284 BN BETULA NIGRA RIVER BIRCH 7 2.5` -CONSTRUCTION 464 3248 CC CER IS CANADENSIS EASTERN REDBU 2 6'-7 BBB 124 248 F CORNUS FLORIDADOGWOOD HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS 2 6'-7' INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. BBB 124 248 CK CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD 9 1"-1.25" 6. FIRES: B&B 289 2601 CV CHIONANTHUS VIRGINICUS WHITE FRINGETREE 2 '-7' 125 250 FP FRAXINUS PENNSYLVANICA WHITE ASH 3 2.5" B&B 371 1113 GB GINKGO BILOBA 'FASTIGIATA' COLUMNAR GINKGO 4 1.5"-1.75" B&B 14 56 GT GLEDITSIA TRIACANTHOS 'ENERMIS' HONEY LOCUST 8 1.5" 424 3392 HT HALESIA TETRAPTERA CAROLINA SILVERBELL 2 1.75'-2.0" 249 498 NS NYSSA SYLVATICA BLACK GUM 4 1.5"-1.75" 5'-6' 15 GA 123 492 PA PLATANUS ACERFOLIA LONDON PLANE REE 13 2.5"-2.75" B&B 422 5486 PO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3 2.5" 1362 4086 OA QUERCUS ACUSTISSIMA SAWTOOTH OAK 1 2.5" B&B 339 339 OB QUERCUS BICOLOR SWAMP WHITE OAK 4 2.5" 92 368 TO TAXODIUM DISTICHUM COMMON BALDCYPRESS 4 2.5" 79 316 SHRUBS Plan Scale: Checklist Date: 05/01/2005 CS CORNUS SERICEA REDOSIER DOGWOOD 185 1 12" PROTECTIVE FENCING: FG FOTHERGILLA GARDENII DWARF FOTHERGILLA 64 PHOPOSED CANOPY AREA (24 SHALL BE PROTECTED BY FENCING. HV HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 1 3 OR CONSTRUCTION. GRADE CHANGES REQUIRING TREE WELLS OR WALLS; IG ILEX GLABRA 'NIGRA' INKBERRY 130 15"-18" 3 GA LB LINDERA BENZON SPICEBUSH 16 1 15'-18"1 1 5 GAL VP VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM 11 1 24"-30` NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED Conservation Plan Scale: Checklist Date: 05/01/2005 HANDBOOK PP 111- 2114-111- o7 FOR COMPLETE CPFf IFICATIONS1 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: 8. PROTECTIVE FENCING: TREES TO BE SAVED; 5.26 AC TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED): PHOPOSED CANOPY AREA (24 SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A LOCATIONS AND TYPE OF PROTECTIVE FENCING; PROPOSED CANOPY AREA (181: COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. GRADE CHANGES REQUIRING TREE WELLS OR WALLS; TOTAL CANOPY AREA: .78 AC PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 9. TREE WELLS: 2. MARKINGS: 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 ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT FOR APPROVAL. CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED 10. TREE WALLS: BY A COUNTY INSPECTOR. WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE 3. PRE CONFERENCE: SAVED. A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR -CONSTRUCTION APPROVAL, TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS 4. EQUIPMENT OPERATION AND STORAGE: FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. TRENCHING WILL DESTROY FEEDER ROOTS. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: 12. CLEANUP: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED, PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, 6. FIRES: 13. DAMAGED TREES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING FERTILIZATION OR OTHER PLANT CANOPY CALCULATIONS: Scale: METHODS RECOMMENDED BY A TREE SPECIALIST. Date: 05/01/2005 7. TOXIC MATERIALS: 0323 TOTAL SITE AREA: 13.39 AC TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES RBM TOTAL DISTURBED AREA: 5.26 AC TO BE SAVED. PHOPOSED CANOPY AREA (24 0.58 AC NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON PROPOSED CANOPY AREA (181: .2 AC TREE CONSERVATION REQUIREMENTS. TOTAL CANOPY AREA: .78 AC O 4 . \ r r 14 ,•'\ �g r 434. C PO I '_ � /' 8 , . 06 \ S -\0•l. 1 ; ! : o, OJ6y '" a, 0?? � / / n �`if� ��w� v . ri j "' 8 GT I OOF O q ! r I• 1 Op I v? 1 + 1 \ ASHER /j//III\\� 06'463 / \ - I 4690 4686 I ../ \\\ '5 // / // 6d'amopl4= y; /' 111 "A- 7 AA > 1.. s�-SyL r A•a 7. �BOAK/05 I \ / �': 4�y Q NtrrQP• / / / ° •11` yf .'' 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'1 N, \ \ Q\ `_2- 45' BEND / / / `{ � / � t TC 4683. <� ' Q t'FP 1-6 G v 1s NI 3.6 D&72Po P/80 / / r iy / // ' / ,/RE / 475.98/� /,. / /: /i' .,;� AV / / '/ / E7 NF UV , fl // /" 10 's i F'x8 TEE__/ �. E.TER i:LT 9 ,TO 488$8, ': u 4 ..EE C `�\ SELECTIVE CLEARING OF EXISTING TREE LINE gLONG ENTRY DRIVE RC 455F" P.AA \ (IN CO TION WITH OWjlER/ARCHITECT/ARBORIST(. 106 ' } � ORDINA IHV 'a mAV� /// // / / // / rr. 14/ O ell X <. i / . 1 NS 9.v �8C �64,�. \ ¢ .\\ �\ \\ / / ' // �% / 2 PO J,/. INV4011'Y W i 39001 F VEGETATEDE�S ALE VEGggPT'ANT IST N T&S NO.. AND NO. 3 FOR / /.Y b.:. // - ' �/ - ` 1 468.8K/70 \ y. �� \� / EM7.1 CONSERVATION SEEDS II -808873-3321). ./ J( "'•' 2 CF S �� ' \\ "f '7EMOVQU \ ��` / // i W /f - / - POND v \ C - / OB i iAR O \ �•. / W ,� - /�' --�- - // •/ W /.1 •/, 'F 6621 68.471 '� / / I I h• .: ' ED yM O \\ /'(�,+:, W W rW .r"'T / / 56404/70 , r� l �• %C I -r 3 GB \\ O 240AK/ 5 \\ // �.,,,,./ O / /'dd5.3? - 1 46724\ \ i .�:.-.-G 'o ..,..G _ '"'-••" 'e I\ r{ e 7x� r _ nD 1 NS \ r \c azo 464.40 \ \'.\ o Y PRS 3 K/50 38OAK/60 NCp ^2,300 SF 458, f 470.49 SEE LADd2AK/50 R .\ 46f 90 BIOTION SEEDINQ. ay0 ERNOV 46843 0 d9O0A6K/55 15OAK/5 4 464.05O \ OAK/40 l : / A460.37 \ �320AK/<l0 1) O .. _.. .. ..._ -_ ..... e6L 52..4 :_.. _ <• / / 46471/35 \ _... . . 455.77 '. ( Q � l - y .. ........-. / _. _. __ ._ i .._ � / / / / '' ` � //� 413,- 38 / l 2adc�v35 1 O ass. t3 l J Scale 1'=20' Contour nterval=2' \` �VV/1 I 3B'OAK/00 36404/40 / V / ` / / �♦ 442541. \-. f 66663 '` 46'9 O / 0 20 40 807 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 w .mckeecason.com McKee Canon and Field $Part Concepts, Ltd. Ieselne their corrxnon low copyright and oft property rights in these drawings. AN idea, designs, sections, details. and dans are Bre property of McKee Carson and Field Spon Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without W obtaining the express permission and consent o/ e8her McKee Canon or Field Sport Concepts, Ltd. aV,LTR Op D r� i n ROBERT B. MdO:E r•• a TB 47 U (U1r4o� CK THE WALDORF SCHOOL Albemarle County, Virginia LANDSCAPE PLAN PHASE 2A (PREVIOUSLY APPROVED) Revisions: 1.09-12-15: COUNTY COMMENTS 2.10-2&05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05.24,06: ACSA COMMENTS 5.0&7806: MAJOR SITE PLAN AMENDMENT 6.1042-06: COUNTY COMMENTS 7.11-0306: COUNTY COMMENTS 812-0&06: ACSA COMMENTS 01-11-07: ACSA PROVAL 10.05-01-07. MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS Sheet No.: 7A 11 of 18 Scale: I" = 20' Date: 05/01/2005 Project No.: 0323 Designed: ER;HMSRK Checked: RBM Sheet No.: 7A 11 of 18 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. reserve their common law copyright and oft property rights in these drawings. AN ideas, designs, sections, details, and pkxu 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. THE WALDORF SCHOOL Albemarle County, Virginia LIGHTING AND PHOTOMETRIC PLAN Reviskm 1.09-12-05: COUNTY COk0AENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COHA�iTS 4.05-24-06: ACSA CON84ENTS S. 08-18-06: MAJOR SITE FLAN AME T l[ENT 6.10-02-06: COUNTY COMMENTS 7.11-03.06: COUNTY COMMENTS 8.12-08-06: ACSA CON RENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11: 07-18-07: LETTER OF REVISIONS Scale: 1" = 20' Date: 05/01/05 - - �.- \ i 0323 Luminaire Schedule SRK - - __ - - - // \\ RBM , ' 1 SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF PFAI§I�tl8TLgNCA CR20-1-3XL-25OMH 1 ® 4 S1 SINGLE 19100 1.000 MOUNTED AT 20' � GARDCO CIRCA CR20-1-3XL-25OMH-HS e 7 SIS SINGLE 19100 1.000 MOUNTED AT 20' W/HOUSE SIDE SHIELD I I 8 GARDCO CIRCA SCONCE 108-WT-175MH 2 S2 SINGLE 11700 1.000 MOUNTED AT 12'-0" ABOVE FINISHED GRADE ! / / i "I ARROW REPRESENTS THE DIRECTION OF THE LUMINAIRE , / / � i � // j/ / i Numeric Summary // / , ` /' m // / / / ,'' 1 - / LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN ,/ I / / / / t' I ' / ; / ; / , C1 ILLUMINANCE FC 1.09 6.2 0.0 N.A. N.A. / // j/ // // c�-) i/ / % I l I I // o / i/ ' 0 0 / C2 ILLUMINANCE FC 1.35 11.1 0.0 N.A. N.A. ,/ / / / / ' _ i / ' I / / ° .'o / ' / / / /. / i / / / / i / / 0.0 / °0.0 9' ° / °� General Notes: i 1 , p.° ; // / ,. // , 1 , / °0.0 ° /' / ; o., o / \\ I I / I �> i ° 0.0 1 °0.1 / i 0.0 / i °0.0 I °0.0 / °� - - ' 1. ALL LIGHTING FIXTURES WILL BE FULL CUT-OFF LUMINAIRE. - %/ ' // I ! / I 1 � °0.1 / 1 1 � l 1 1 / l I I . L / °A 2 // 0p, ' I °0. l °p 2. PHOTOMETRIC PLAN FOR WALDORF FOLLOWS THE LEED REQUIREMENTS IN ADDITION TO THE ALBEMARLE I l , -- -_ _ l / � 1 1 ~ i' 3 / ; o � 0.0 COUNTY CODE REQUIREMENTS AS FOLLOWS: l( ,' l i � %� - - � ! ( ( o /� / 3. THEY SHOULD NOT EXCEED THE IES RECOMMENDED FOOT CANDLE LEVELS. IES RECOMMENDS A RANGE FROM .2 FOR LOW ACTIVITY TO .9 FOR HIGH ACTIVITY. ! / / ! / / / / / / - �L l l' I 1 / / / "I ' r 1 ! / ( / / I 2; ?r /, o I • " I ° / 0.0 /� i ,o' �g *'� 0.1 ,' / FIXTURES MUST MEET THE FULL / / / , , / / I al / Z. / / l ! / \ / _- } o. , / �j0.3 i s N. i F / // � � 4 I °0 4. DARK SKIES CUTOFF. THE CIRCA IS A FULL CUTOFF LUMINARIES AS / / 1 / 11 J / �O/ / O / / / , , 0 J °� \ REQUIRED BY BOTH THE COUNTY AND LEED. / / \ / 1 / Q• /P ` ° 5. NO SPILL LIGHT GREATER THAT .5 FOOT CANDLES AT THE PROPERTY LINE. LEED STATES THAT ANY / / 1 \ / a / 1 / •0 . / •0 0 / i \ / / / 1 •0 ro x`0.2 2/ro t i �� �3 - ry •0.2'0' ,� �_' "- w , A� Q.4 \ °O.p 1 LUMINARIES WITHIN A DISTANCE OF 2 1/2 TIMES ITS MOUNTING HEIGHT FROM THE PROPERTY BOUNDARY /' J I N� / I 1 / =O , ro % / / I / / •0.2 1 6 �: � 7" \ o b• o ! b.i 1 I SHALL HAVE SHIELDING SUCH THAT NO LIGHT FROM THOSE LUMINARIES CROSSES THE PROPERTY BOUNDARY. I 1 ; i Q / I _ / 7 / i % $'�, / /' Z / •0 1 •0 rot / / �4 3 _ i * o ro• 3 �• , ,, rot '0 �g� v �<;Y �:�_z �0.4 \ I a i0 • '1. 6. HAVE AN AUTOMATIC METHOD OF CONTROL FOR THE CIRCUITS-- PHOTOCELL, TIME CLOCK AND OR 19 3roz 5ro' "� x d'°' �, \°0.1 1 / // / "� / / / •ci• PROGRAMMED CONTROL PANEL. ! i / / / '� / / / 6•�' ,3�'3 /•�3'O9 l ro '1.' 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'/ // �' __ \ \ \ \ ; �__"I ,\ ``1\ \ \ \' I I I \ '\ ° // \ - - 0p / i °0.0 / / 0 0.2 0.1 \•\ "" °0.0 , 0.1 0.2 / °0.1 / // // // / // // // °06 /, / /` \\ ,11 ,9 / o �� \ / 0 0' / 00.1 °0., / / / / i Scale 1".20 Contour Int v .2 .� \ \ I ` \ \ \ \ �_ \ 1 I I \ I / /' / / /' / , \ `. \ , - / ! / / o °0.0 / / °0.0 o / o �.0 0.1 / i 0.0 / o / / \ \ 1 \ \ \\ \ \\ ! ._ ; , .0 / 0 �. // / /• / °0.0 / 0.0 / 1 . \ \ \ \ \ \ \ v v \ l\ I _ / / °0.0 / // 11 i/ // // // / I ! / / / / i 1 v v \ \ \ \ 1 _ \ \ \ \ I \ /�0.0 , I , / / / / / / / �." / / / / / / / i / , i / / 1 t r � I 0 20 40 80 i' 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. reserve their common law copyright and oft property rights in these drawings. AN ideas, designs, sections, details, and pkxu 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. THE WALDORF SCHOOL Albemarle County, Virginia LIGHTING AND PHOTOMETRIC PLAN Reviskm 1.09-12-05: COUNTY COk0AENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COHA�iTS 4.05-24-06: ACSA CON84ENTS S. 08-18-06: MAJOR SITE FLAN AME T l[ENT 6.10-02-06: COUNTY COMMENTS 7.11-03.06: COUNTY COMMENTS 8.12-08-06: ACSA CON RENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11: 07-18-07: LETTER OF REVISIONS Sheet No.: p�, I -d\ 12 of 18 Scale: 1" = 20' Date: 05/01/05 Project No.: 0323 Designed: SRK Checked: RBM Sheet No.: p�, I -d\ 12 of 18 ?5-, McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 f: 434-979-7522 f.'434-977-1194 www,mckeecarson.ccrn V p WALDORF ENTRAN77� M cKee Cason ono Field Span Corxxtph, Ltd. e Thretr corrxnon low copyright and o Property rights N these drawings. N ideas, s. secfiore, detah, and plan arc Me Prop" of McKee Carson and Field Spon epts, Ltd. These dans are not to be duced, changed, or copied in any Znnar whatsoever, nor ae theyassigned to any thirdporty withouttaining the express permission andnt of either McKee Canon or Field oncepts. Ltd. F ALTH op ROBERT B. MGKEE� N7j83 40, a1 G`wn 7 L � •anwsinr L-I4Inruvuc LJfllVt MUVILt - -' 'W ;j+VV 0+01LJ 6+00 6+550 THE WALDORF SCHOOL Albemarle County, Virginia ENTRANCE DRIVE PLAN AND PROFILE Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.0524-06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-0.306: COUNTY COMMENTS 8.12-08-%: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-1807: LEITER OF REVISIONS III O G 4 Y C A C Scale 1'_30' Contour Interval=5' 0 30 60 120 Scale: H -1'=30',V-1'=3' Date: 05/01/05 Pr*ct No.: 0323 Deeigred: WAS Checked: RBM Sheet Nd.: 4 star\09 11 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 I". 434-977-1194 vvwwmcktseaarson.com 485 480 475 470 465 460 455 450 445 440 435 430 425 420 McKee Cason and Reid Sport Concepts. Ltd. reserve their carxnon low copyright and ofthes property rights in tfsese drawings. N Ideas, designs, sections, details, and pians ores the property of McKee Carson and Reid Sport Concepts, Ltd. These plans are not to be reproduced, changed or copied In any loran or manner whatsoever, nor are they to be assigned to any third parry without first obtaining the express permission and consent of either McKee Carson or Field Spud Concepts, Ltd. 482 480 478 476 474 472 470 0+00 0+20 0+40 0+60 0+80 CISTERN OUTFALL PROFILE SCALE V-2' (VI 1"_20' (H) MH -2 482 480 478 476 474 472 470 CO -i 456 454 452 450 448 446 444 442 440 438 0+00 1+00 2+00 3+00 PRIVATE SANITARY SEWER PROFILE SCALE 1"=5' (V) 1"=50' (H) ,,KL.TH Op ` ROBERT B. MCKEE� J0/I7� 4+00 5+00 6+00 C`J -- --- -- �j—__—__i__.—___. , � - -- T___. 0323 Y r._ _---.i—_�. Checked: RBM Ili N I LL I O A a9 I I_ r t-- -- -- - I I I i fr ` EX/STM� GRADE � �-� 'NG GRADE I i , GRADE I I �I PROPOSED GRADE 17 2a LF 8• D.1 A 1.44 I i ; x i } I � N 3'0" I I I I 18" LEARANCE . \ i i COVER I A , w; ADE % , - r I lir ( , - I .. .. I 8" DCTILE I IRON PIPE I I \ - -- I\ -- / , - ---- I J - I 52 1 //A/ I ADS END I us ¢ I X W I W 1. s I SECTION I m LL o o m ' Mwl� 'a < dil< n I a - d -�-- ----- 1 = N _ _ I — oar-_..__ o r ->I j O L `% ^ M CONTRACTOR ATERTIGHT HOLE WHOLE TO TIN gy<pW 7 RCP p 2 2 as o -I o ar 00v— < IN L VATION —N > --- L -- i_ toA- ` 0 O N0 D1 4 >2y a T J 0+00 1+00 2+00 3+00 PRIVATE SANITARY SEWER PROFILE SCALE 1"=5' (V) 1"=50' (H) ,,KL.TH Op ` ROBERT B. MCKEE� J0/I7� 4+00 5+00 6+00 C`J 456 454 452 450 1 448 446 444 442 j 440 438 0+00 0+20 0+40 0+60 0+80 1+00 1+20 BARREL PROFILE SCALE 1"=2' (V) 1'=20' (H) THE WALDORF SCHOOL Albemarle County, Virginia 485 480 475 470 465 460 455 450 445 440 435 430 456 454 452 450 448 446 444 442 O O -- --- -- n y , � - -- - -- ---� 0323 Y r- -- --- Checked: RBM Ili N I LL I O A a9 I_ nw LWAM t-- -- -- - I I I i fr ` , PROPOSED EX/S 'NG GRADE , GRADE I I �I PROPOSED GRADE ROPD�SEO } I � N 3'0" I I 18" LEARANCE . \ COVER A , w; % , - i , - \ .. .. I 8" DCTILE I IRON PIPE I I \ - -- I\ y1 , J I —�—__ I 52 ; cc I ADS END I us ¢ I X W I W 1. s SECTION I m LL o o m ' Mwl� 'a < dil< n I - - -�-- ----- Aki`4Fh\c-. �^ 0 j oar-_..__ r ->I I 7 RCP p -- - L5g -I I PREC T J VDOT EW-1 PC OUTL T PROTECTI N PE PLAN SHE S Oa o Ili Oy N �N IOZ O O� z Z 456 454 452 450 1 448 446 444 442 j 440 438 0+00 0+20 0+40 0+60 0+80 1+00 1+20 BARREL PROFILE SCALE 1"=2' (V) 1'=20' (H) THE WALDORF SCHOOL Albemarle County, Virginia 485 480 475 470 465 460 455 450 445 440 435 430 456 454 452 450 448 446 444 442 O O -- --- -- -- — - -- - -- ---� 0323 - r- -- --- Checked: RBM Ili N I LL I O A a9 nw LWAM t-- -- -- - I I I i fr ` , PROPOSED , GRADE I �I ROPD�SEO } I � N 3'0" I 18" LEARANCE . \ COVER A w; % - i , - .... „.. .. .. I 8" DCTILE I IRON PIPE I I - -- - -- y1 , J I —�—__ I 52 ; cc I ADS END I us ¢ I X W I W 1. s SECTION I m LL o o m ' Mwl� 'a < dil< - -�-- 0 j oar-_..__ r ->I I " > z -- - ---- -I 0+00 0+20 0+40 0+60 0+80 1+00 STORM DRAIN PROFILE SCALE 1'=2' (VI 1"_20' (H) -- -- --- -- -- — - - - . - -- - -- ---� 0323 - r- -- --- Checked: RBM I I I I nw LWAM I I } i fr ROPD�SEO } I � N 3'0" I COVER A - i - .... „.. .. .. I 8" DCTILE I IRON PIPE I I I y1 = J I —�—__ I 52 ; cc I +¢ us ¢ I X W I W I m LL o o m ' Mwl� 'a < dil< 0+00 1+00 2+00 WATER LINE PROFILE SCALE 1"=5' (V) 1".50' (H) UTILITIES PROFILES 3+00 4+00 Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05-24-06: ACSA COMMENTS 5.08-2&06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS 8.12-08-06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LEfFER OF REVISIONS 5+00 6+00 456 454 452 450 448 446 444 442 Sheet No.:�.�/•{� 0 14 of 18 Seale: ASSHOWN Disk. 05/01/05 Project No.: 0323 beetele& RA;BT Checked: RBM 456 454 452 450 448 446 444 442 Sheet No.:�.�/•{� 0 14 of 18 DRAINAGE SWALE COARSE PROVIDE INLET DIRECTS FLOW 1. SET THE STAKES. 2. EXCAVATE A 4"X 4•' TRENCH AGGREGATE PROTECTION TO SEDIMENT UPSLOPE ALONG THE LINE OF CLASS I STANDARD FLARED BASIN STAKES. 1' VAR.* RIPRAP END SECTION I 7 3" SM -2 ASPHALT 6'MAX. TOP COURSE V CLOTH EARTHEN DIKE FILTER I I e 2% EXISTING j- J �� (COMPACTED( ORII 1 IN PAVEMENT GROUNDL ELEVATION CORRUGATED METAL 6" 21A AGGREGATE i / - - \\ BASE /� � � \� /�� ��\�/� 67 CU. YD./ACRE \j VARIABLE EXTENSION COLLAR 6" MIN. FILTER WATERPROOF SEAL LIMITS OF FENCE TO I I CLOTH BE DETERMINED BY I 67 CU. YD./ACRE \ �•'���G�l� 'Y PROJECT ENGINEER I SECTION A -A EX, CURB OR /�����\\\� // \/� (EXCAVATED( 4' MAX//�/�%� /\/�\/��i\%i PROVIDE OUTLET 241 EDGE OF \ /�/��\�// /Q \Q`�A� \\ \�" PROTECTION PAVEMENT % 4 „� y /��\\\'``��.�.�/i 70• MIN, ASPHALT PAVED 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT ��Q , aQ.�\�\.♦ a\\`FkP SNOW FENCE I WASHRACK TO STAKES AND EXTEND THE EXCAVATED SOIL. B MUST EXTEND IT INTO THE TRENCH. CROSS SECTION OF OUTLET FULL WIDTH LENGTH IIN FTI= OF INGRESS AND 6 n DRAINAGE EGRESS AREA (IN AC.) :2- ►' z ' 272 . .. �%. . ' A OPERATION AI-,� CLASS I RIPRAP SECTION VIEW \�\ EXISTING DIVERSION PAVEMENT � \'�/ � �� DIKE NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS BOARD FENCE POSITIVE DRAINAGE i /,.- A -/ �i CORD FENCE B �TO SEDIMENT DEVICE _� �`/ `OVl / \ \\ �/\ COARSE\�/\ AGGREGATE PLASTIC FENCE FILTER CORRECT METHODS OF TREE FENCING PLAN VIEW �- CLOTH EARTHEN DIKE SHEET FLOW INSTALLATION (PERSPECTIVE VIEW( / �_ (COMPACTED) EXCAVATED 3:1 12' MIN �j AREA \:::.':...:::. ......:..... ...... �y. .. ... FLOW III Iy� \ \FILTER /\\ �\\ \ CLOTH A MA A I . \ 10 OUTLET (PERSPECTIVE VIEW) ,� �\� SECTION 8-B e / /c.•%� NOTE: NOTE:��\ \ 'SEE TEMPORARY SEDIMENT TRAP DIMENSIONS DETAIL SECTION A - A A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM i" BALLCOCK �` '` /` /� �` 'COARSE AGGREGATE SHALL BE VDOT 13, 1357 OR /5 f � SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT POINTS A SHOULD BE HIGHER THAN POINT 8. PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING DRAINAGEWAY INSTALLATION eeeawesee TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING STORM DRAINS, DITCHES OR WATERCOURSES. (FRONT ELEVATION( CE PAVED CONSTRUCTION ENTRANCE SF SILT FENCE ITHOUT WIRE SUPPORT)ST TEMPORARY SEDIMENT TRAP S TEMPORARY SLOPE DRAIN N.T.S.DETAIL TP TREE PROTECTION AND PRESERVATION FENCING DETAIL N: s PLAN AND SECTION N.T.S. DETAIL N.T.S. PERSPECTIVE AIA SECTION N.T.S. A A SOIL STABILIZATION MATTING SHALL BE USED IN CONJUNCTION WITH RIPRAP \ \ 2 X 4' WOOD FRAME WITH GRATE SAFETY FENCE AT OUTLET END OF PIPE 3do -- PIPE OUTLET TO FLAT �\ 'i r 1.5• MAX. FRAME PLAN VIEW do AREA WITH NO DEFINED - _ ENTRENCH EDGES CHANNEL OF MATERIAL 6' j deeb \ Y ■�M� a :. "#'rC 3'1711N. I" L 1 . i L a w GATHER { / I I I EXCESS ,. SECTION A -A o % _ V v ^ AT CORNERS _ fi v PERSPECTIVE VIEWS 1•-2" STAKE FILTER CLOTH KEY IN 6"-9'•; RECOMMENDED FOR ENTIRE PERIMETER TRANSVERSE - CLOSED CHECK SLOT FABRIC PERSPECTIVE VIEW A Q �1 A 3do (MIN.( OPEN CHECKVSLOT 2„ FL l 1' MIN. UPSTREAM AND PLAN VIEW o e DOWNSTREAM TERMINAL _ °Y 61 J` PIPE OUTLET TO WELL FLO > DEFINED CHANNEL Ar tix ELEVATION EN STAKE AND a •, FABRIC ORIENTATION I DETAIL A SECTION A -A 0 %-+ P..eo SPECIFIC APPLICATION __ v�4 3>d'.t` m li Ise --r //' 8 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE /E INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER PERSPECTIVE VIEW PERSPECTIVE VIEW " KEYIN"-9'•;NOTE G, THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT RECOMMENDED EOR EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT PLASTIC FENCE METAL FENCE FILTER CLOTH ENTIRE PERIMETER 1, SWALE TO BE LINED WITH NORTH AMERICAN GREEN SC 150 DOUBLE NET BLANKET APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS NOTES: FOR EROSION CONTROL SEE WWW.ERNSTSEED AOM AND CONTACT LAPRIOR IN STREET OR HIGHWAY MEDIANS. 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP. GABION BASKET, OR CONCRETE. TO INSTALLATION. SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN 2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4, 2. CHECK SLOTS TO BE CONSTRUCTED AS PER MANFACTURERS RECOMMENDATIONS. MANUAL, 1988 SOURCE: SOIL SURVEY OF ALBEMARLE COUNTY, VIRGINIA 3. d 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3, SOURCE: VDOT ROAD AND BRIDGE STANDARDS OUTLET PROTECTION -PIPE m . /meq SOIL STABILIZATION MATTING INSTALLATION p SILT FENCE DROP INLET PROTECTION �, SAFETY FENCE B SOILS MAP �P PLAN AND SECTION N.T.S. C2 TYPICAL TREATMENT - 2 SCALE SIP DETAIL N.T.S. A PERSPECTIVE N.T.S. 12 N.T.S MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS OVERFLOW WIRE SCREEN ACCORDING TO HEIGHT OF EMBANKMENT (FEET( H Ho W RUNOFF WATER FILTERED WATER 15 0.,5 2.0 WITH SEDIMENT -- 15 01. 2.0 DROP INLET WITH GATE 2.5 1.5 2.5 SEDIMENT 2. i I 3.0 2.0 2.5 3.5 2.5 3.0 _ ----------- 4.0 3.0 3.0 4.5 3.5 4.0 5,0 4.0 4.5 WIRE SCREEN x ORIGINAL GROUND NOTES, v x° ELEVATION 1. THIS METHOD OF INLET PROTECTION EXCAVATED AREA �� CONCRETE BLOCK IS APPLICABLE WHERE HEAVY FLOWS MAX. DEPTH = 4' «� ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT PONDING AROUND THE STRUCTURE, 2. GRAVEL SHALL BE VDOT 13 OR 15 GRAVEL FILTER COARSE AGGREGATE. TEMPORARY SEDIMENT TRAP DIMENSIONS BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER Pw DETAIL N.I 5. EROSION AND SEDIMENT CONTROL DETAILS Revisions: 1.09-12-05: CCOUNTY OUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 2.ta2A-05: ACSA COCOIENTS 4.05-24-06: ACSA SITE PLAN 5.0&2&06: MAA AMENDMENT :, 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS i 8. 12-0&W: ACSA APPROVAL 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS Sole: ASSHOWN Date: 05/01/05 Project No.: 0323 SR14,B,r Checked: REIM Skeet Na: W 12 16 of 18 T THE E W A L D O R F SCHOOL y��. Albemarle County, Vil mil LLa ��BpI,TH Op l T 6 y'0r p' ( I 6S pN 8t NA McKee Corson and Red Spon Concepk Ltd. "�nea 14�Aon low copyright and other properly n9ht' tlrnes. andpla Nre the desipa, setters, hem o and plan are the property of McKee Carson and Reld Sport Concepti, Lid. These plans are not to be reproduced, changed, or copied In any fans or manner whatsoever, nor aro Mey to De ed to any thrttl party without assign M1st o6toYNng the ergxess perrMsslon and consent of either McKee Carson or Reid Sport Concepti, ltd. McKEECAR$ON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 FAST HIGH STREET CHARLOTTESVILLE 22 72902 f: 434979-7572 77-1194 �.� carsonxw BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF FOOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN V DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE FOOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP FOOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN FOOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) REFER TO TREE STAKING DETAIL BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. Job: Type: CIRCA CR20 AND CR25 AREA LUMINAIRES �i GENERAL DESCRIPTION: The Gandw Cin paAed be b a low wi le, Gleviaear o"Immune Itifinep high mensay d¢dmrge lops. The Mu$M s are one -nen, decor Arm" mount dirty to a Fide, med rm or sea wal r ore need of a capital stlppat arm. The OWN, cured dim pod[as $*an * ka/ r adline prgeded ever for superior wrid kamg capability, Liarwraes accept mw mbmhanpmblo, ebtahl precaen segmented critkel systems wf✓h onow da high light beds, cram atmreaon and nary is dl of gore and add boner. PIIEIR COXROUaadyN q•lawUlayN WATT r TV AaBll IVIG O/lONB b•rM1 WFMeNM1alwallrbw eN,e.Nw fdLLu,�rM1lgabrere wrmWlra.w wlyeWaar+rd Biome Parr WbbmYb&sb s10a M1eallua FawrWrrntmunRB•erraw11M1 4'iry each, aware IYI WNb Prod Ile Neral embem prM BOP Beeps Pant a CACAO Sura Cars �ye��aM 1 Ser. Ansel ae120 Tinge V CR>5rue b.eeP1. laps CYw 2 Tae Aawryry 4 pled Ansill sa,a wae.abab-m PC• 6AMn T1WPhnbmrba,d. m`' W W Mnase 2411,90 T. AaWerbJrW w wed moW. MllYed ievl 1 AoeYaeI CNIE WYaeeeeee. wefbwbL 3 Tubb r w para Nyle Marl, sural Curdle reaaau4alW area V'ZlN. beybrM.iPa MadaarrU 1 Tya I, Nplbawl Leery wM R,.j141[Pr Ovvn.,anen dlaab LM -w .uahvihaaa PV der, Qalll Emenlai 2111. Type ll, tlasallr tarp and pmvkW will a Iwmaad deanab add laaeamen. Standard cobra 120 ,pr�11aV {� a lawn 'JnOPataK 16YaananaYem M Type III, terminal LaeT teplrP• essential awdiarlF to 4%L T)Pe IV tarwerw Leery 9OpIM' 20011P6 radiation" 340 w Type V, ybrhxWl Lang wed 1100 uwa 310101"" 2e011Pe reOPBYf`• Zn ibdkeL s rarM TaMYP• 34T' 2131.1' Type ll, Neral Lane fOVYeB a6are oediaaan• NO M52. 361/B' leaedie ]sawn war MwaWd BY Nor SwYCF CaMYe ]XlY Type Ill, aylriolLalV M Aaminum Re, LIDJUNr wNR vrv�meana 4XLr Type N Nalial Lang Wp wau more., , . ..a. zialail YM gyyt SV Typ V. Vrficw Lamp ,r "r' ar.mab Yrerbbla earls Ym agmai M W`aaa.aw 6 rceaaa bb,wgWiwpie O One, u L. Nog Fear Beds EmsrOal,q eemaY vrh, LES rue MIGCAM' W�NYT Dr�aAM l a� YWlb abwa U,,ee-nalb re w. plum e .ra.enesrral M &inn pyo nane ev nraaMlE al BbY pail .AarewmM MV.m..weama{wn Ndi Vlble PYX w NM.aI Aeenabm win OC alaanr Cow prM sP.dvnW ewPau. tt%nazzYv F FUYp mtwee Rr1 3'Rwad Pow •C $NpAwiJe,l W.a en )fArw ewOle aWMnhnda lvatl eCYrowarhaeM'� neenrea,w. f faoarFuaa, RaYICA 5 -sinal W Fouatl Fear Ar drWPWbl PC Plgbepaal and! ReowYele llgrf bSdm meelCYe WA.Ir.eJL PIPt Pols Top FMYr-2 Se' Call Tainan PCR Plwplomrarol Rwapwde app FFF3 Pole TW Frb-331W Dna I. M ebKalm per, 1111 In &mal 1lwweride Shay PT4 Pont Tap Free - 3124. Ola. T M ByYYaY Srr Rmp ant,.+ in ordered 0cla, elAr.rrrr.Y Fa,rawruy 8M Pon Annear oro MN', aegwrFaaeeene r.r levg.rsb AS chillSl,ldw ebama a�w wwaal.n, pvnb/Irmb. 4.]rYianneHl WA arY]V u tar Req 80 Swig Ohsawa (its.. Loa r ore ante. rA awn Am elarwp 101 (IrArnr) 9grfra.arl rarrm. Irea.z armor Me CAB Termor rotll reretAther. ranr bawy mlYYa>Mrea w.Ip ab pWdlrlba arWpLlBW.a 9ed@]d159 n.wemaeraeamaw..e.reelewr eweereeare, srnnrere.n ter Ahar•m Bevel .wbwawue Wa.nwarb.a. 51I1$]dab rCMbri Sant (Ik 9457) aawyaumyreasoma wrrenwrwe,.earrsbe BaQY Faxr: 5lrae]3011e •4tw Celpn .bl.aBllYrllt.mn McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 1:434-979-7522 F. 434-977-1194 w jInckeecarson.com McKee Callon and Field Sport Careceph, ted. Internet; Its comarlcn lav coPpIGM and Omer properly rights M these era hay. N Ideas, designs, sections, detak. and pearls aro Br property of McKee Cason and Field Spon Concepts, Ltd. These pian are not to be reproduced, changed, or coped in any fOrly a mender wholsoever, nor we they to be assigned to any third party without Bust obtaining the express pemgssbn and consent of all McKee Conon or Held Sport Concepts, Ltd. /,LTH OA cT ROBERT B. Mt#E F• Tedd TE CAA W A� O4 * NDS Alt"i, TO TREE iG DETAIL H EDGE AROUND AREA TO BE ED TO FOOTBALL PIT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE N.T.S. \ 13 / SECTION 100 LINE 108 CIRCA SCONCE OsrRAL, wr aEach castle 1% Mlrrtl,riceorberarnim0wn4ed1wcrub9l. TamahkWasabp, bedl WtydiMra consul auw.rre apNdaneMponpY r +aaab ar ctMMtlpawnriwalpM.rB101mmdmeyibl�l M�.aavb b,ALawngwPrrdllIr)MamYarGfp(. 01110Cr paw (1) 42W a (t) w pid, and mar r as b sr summer. A dlwn of aee Lalwave trale b benbir.rur dwm:.r Irmo BelGal vso are&m(agtGtgA. rattle mnrmY r aastleter w bwaam Idaw oncogene / ierrlede MribIYM anebibyb err bYriwrbinrlles0ow b 32SN'C. A•rm Ipu9atr: NaWryp an dra�iVlr.en Amrwy nardW palet arabM1 arnilra Wrap blrlrwbOFAtrC blobiBdbvilb 0aodlrincA InWgbMdacr a•Ybrare mtlOrt, •Ir :err rrpWbm eanM1 wwsrbmarbawglaemprawlrr lgfE Blarlr B94CGmMM1r opbr rwlrn. A W0. 6rasi+Med brAplw •rlCrlr IIeY b dist lww>d Gel War Orrl W LA1rIpLDM1: PUw nW nab&, aur areheY w Bead paowW rN rtlr 0008 RIaE:Awgspsca Wer rlerun my ban kYpWabM1 Mug drY euw ter Falrwrll raebrnlgwl•IprraW tPm)elebl�mWda dim Th me M1alw b Mqr Uoerd rte Yoe•d b M1 hours aih ro PI apse vbYYe rbsi Wlrwwa TY Iwo rte egad IW WI& 1/S F3don) anyrM BY• LED IIrB IOFUaWI: The 4niewin eNtl be poAWd ra s WmrrM auSYc dim air Ynaf W1rrY M mrArdur) ebvW b N and hrY rte by Il) IW IAyM b Mlar Moe d ewiW! 4aYM tl Ytll tlr b/ IBI) rdliq gebYieOabw nYYwa deb (LFD) atrWsia uaenlbles ; OdiTIGLL aY6FFlat: Rraedorr r• mlllpwM a pwrr elmubd rte 4Wed Thenor aw hsvr reser a mars coal al wen MpWew rag Ya bngh topvwb, sierapwra rrbdrd air rrr Rremr &spar n r b ac Irrnealp � &ler Ipheg Then wlr b m blrrae drnana para. or she digs ra•oll+p pram b Aiwa M rte aaR brae aew a nlrbr ant 6rmraaap rera tl irawba rens •wpea. a.wd.reBe drbAvc The Inrae b cod snrbllmt m Minta• red raw b Flrnlrl grlim and r anrere . M&wam hon M -FI -57-C to F120 -FRH moat causing dams,• to the nomillu i kw Ech earth saer star Mme air cal been .ad zoibbzy a c WIpnW&tpa tiers er, arregleWe Wnp Yrsg man bThe illuminator stammer t each end than Consist of • 1 carbonate than ' i enlpw.e was a r reg Wo the orrery r err/ w mea Y a oar r M SDKdrared"anwa airblaed by A. terlsill rOYICrISPCaInsider e,anAwluat heWpaliM erom LEd. needlessness am rrbvmw. ramwe, LSA w wl Nulwlrbnn abBwd by a son at ornWnl cment herr apdp Plrelyi Standard!euor.1 tats Neve a rem sensori. a WFl-Il Ssnbr q b tlw rarrrae mon wwe M: Rr -exc el lm; Papp 6o6e0B Ag lm;Mar 5,6592mr:GroW.5265251an rue.46NmIwm. Aolrur4 bras r MBI pwr tb sMtf rob artl i W. FMlwwn a CINE ora orbrM eM the LED tap rsYb tZW Poear HLAinsitr b"and d pow krmwaml."Ised, brby pan r preaer(t) FNII6N: Each, asMard,dor Winter. . a Ab reed abrawan niranl, 4Twr(2)2eW oarged sbraraaslwsrndwdlLa&Robe WwWmtlgO amormue yrura•q dWmry cams. agKri isaryabnb jiGlCl lopped Went YrY4rIgM ter ter h b rata b tenet& tarp 4 duw b a*ft �� DaadrNni CIM, sblded mews arab bona lanipl diad (Bt➢I. ere (Erl.Yld-ab Np4MWbFwylMare AYr WMbapswbr erwBlM1 (1W),Yarl wwiaw O+Pl Nbrl•(eGP). farts lrAnr ter wreoaabn mrrrrrr Fel aW m r dist QA tad cepa filiffi1andead r: A 7. Tr? M 12 M•, odd dfaa+td sear ell' . wmnded ter lAatflJa M bexal has UL a CU (ora YvtrMlll ens, tarn Y nosed.Lalr rasp 0.0tarlN pry asset b r Bober an Next a B94CCIN alvrr•d dem YOareael bwa Lwiem red ter w r D.w LWam, rrap elm lwg be wlrllaKybrYy pdclM •larOar WbgrKy lwaery prh, MlSTmrabd a a94ar YAbwd YMlabam mlgvrwr Garbo The Bm, etcs or Ba l one. bears oaardinonowbM Mb), a as cob t lessv: T 2 OT viz Ij rAt din T - }IyTT}yI Ise 1 Wig ]ore CAT Ar' Assn' �1llf an !" 32-23 m O 01 nv re+rn aes•rwm Nen: Memwp view weer n melee In nn canner a re bmwle aam em 35'(e.ence) rove. me elminaln eono,o gem m.n PY&len). apbamm M1malebrelaYb/mane reneslaewnealb•wn lnraxsrltr( nldallwwenamraw)Ym*• ."b a,em Lwmi-eaMn.eene.rr.neweas+r a.prodtrot ardem Laruq here)2r,-0 ,brodarlee'rear.e. car.Ya rases .,.+wr.n er..wrena tutfreW slbram (5127 ]SsooO a.r..aAm erred Sen Mane, TX Pape, FAX(51!)lzyse5 •cewwneen al aedp YIVer�,LLYembwf pelre Yn.al A6i aii'crwr mwsl+rWa E GUYING DETAIL CONSISTS 2 GUYS,SET 120' AROUND NT PIT ON "UPHILL" SIDE ER TO TREE KING DETAIL IPACT EXCAVATED SOIL FORM FOOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND IRE AREA TO BE CHED ER TO ROOTBALL PIT AIL NOTES: 1. 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 NT Notes: Jab: Type: 100 LINE 108 CIRCA SCONCE The aaldm 108 Cop hP performance esrbes e4 an decades aaenmeY to ungr, wed mouawed bean Than ardAKM y eefred arylrwmina 0e ryes at aw prydal Grtlm ars armeae and ore de , to iIng, naaaey' b wed salsa The IN aamlmw am erirble With ran Fh dnwd dWelOm pabrY. Eads haranie a ergwed b amept HID mlrcac wig b 175MH, rig Cwwad Fluaeesn salscos W b 42 watt The 108 cry be adred nth a aea,atre aayhc and reaped b bee me ca4oa a 911 ease iBawrMtl r ere end W agN rMbs Som (LED) •antro Yeenpar e your dWce r five(5) erre wATTAOr y TN 6Y Nadb atlr rY M1 arr4aW b.Yw. Nf firdb,vw M1 NI b tica em5lrin. NY r mwwbb Nawpnb. www 11Wrb Nreen.b•drb..Mbiwbafa n.rraamuM Ware mraM1YbF la Con Sconce FT ForwtlTlaow we,.rm.l.e, la Emergency Scan wry Wee Thee w..na...alw. IOBMR Remota Enerpel Since red MsdunThow n.e. b a.eerb 11,01 r.. b.aww aew.P.. idaa�: en2 MINIM1 Q 1>mlaml1254 712)242 BRP Biome Parr BLP each, aware IYI WNb Prod Ile Neral embem prM BOP Beeps Pant a oplbWlcm Pow precision segmented optical systems which provide high IgM bveb, nickel plated screw shell. Position -oriented sockets are supplied SWrard l accept rotor metal halide lamps. AN CR25 units ImWm aC o dw Comr�Paadm Fubg ISNreaP1)NmN AQamrriew-ab 0lateratlgc ler Q � IQ ]]G 2W 1dg 271 SfZ dBs Barnard 22a0F (1), II (2XL-2XLV), III (3XL-3XLV), IV (4XL4XLV), and V (511-51F). WM corrfrear 01108 karreea Uld01g high iIlI" discharge Amps. The 42fRF loadings we one PI dienst dllallbam and cant cleacdy to a pole (an around tle art late with each cost pp11ioned to be Fiscally 2LrTRF wgend to me top order An, tube. minded firm p odures e:arney, low &Bache projected areas M spr'ar ,send badag capabily. LlahNkr sccefA mw rwaangeatl minableFor tea tae/eletlw bieebeYey precision segmented optical systems which provide high IgM bveb, nickel plated screw shell. Position -oriented sockets are supplied SWrard l accept rotor metal halide lamps. AN CR25 units ImWm aur l.wer aae-rwbWlWrV,6twi•a F Fubg ISNreaP1)NmN wa'IYF�a R'aa V.O.In.es PC• 6AMn T1WPhnbmrba,d. m`' W W Mnase or cava sense, 1 AoeYaeI CNIE WYaeeeeee. wefbwbL drain from the housing adl a seoaed by a ovXeaed staders steel hinge IOaa,WAean.aaaar.an, reaaau4alW area V'ZlN. beybrM.iPa FYBBII: Each standard cob Iumiake receives a fads and abrasion wM R,.j141[Pr Ovvn.,anen dlaab LM -w .uahvihaaa PV der, Qalll Emenlai z FYMawlen ar4EUWa aiYMaMM iRD are and pmvkW will a Iwmaad deanab add laaeamen. Standard cobra MT CTa[orl r60vew)muwm ,pr�11aV {� a prem, nw r by W. dildo and kinds. 16YaananaYem OPTICAL SYSTEMS: The segmented optical systems are from homogenous sheat aluminum welch has been GIV Quartz I VEneere y Mel arc image duplicating systems are designed to produce IES Types I 1Vr Cpk my IW,rlpnYam -- rnza . n s/B• CRiS � 37 5/B• -� 14bavbwJwen aL leuYglw . U 5. turaT 5' Ural M52. 361/B' rs war MwaWd BY Nor SwYCF CaMYe M Aaminum Re, LIDJUNr wNR WSapmrlas`b--aaarwf ItiYubnnab Irl Rig Wp Wu fiord M she imm rad in,q LFA Ong gyyt e,a'e, FaY Bober WrrW Emrplw,Y pre oar apew,w Cae R.la FM ywv apab.rmway,,,ea. O One, u L. Nog Fear Beds EmsrOal,q eemaY vrh, LES rue MIGCAM' soba MmwE aiselh ped,- Cairene' la,YE,ee, uieleY ea lFe rn nasYe a� YWlb abwa iF.wMs awrt� re w. plum Oram"h0ene-eanwabtlay.raY. vnWreaM1Y)taw Peed ria. gYWw LIBMIa N00)tayda5r m�'b.ralae,eawa.N.caw.9lA+r+.eeaea PVan Yi.. M1aarrn 1611 CIwY srM leer (512) 753-100) ar..edAw eer.r Sn awmwT%]aa6 FAX 15121 T59 -]r5 aaalnre o... uA.aalm wrr.Ir,.ne�raranaV•eo..a THE W A L D 0 R F SCHOOL Albemarle County, Virginia mislwaaoe ^PECIMEN SHRUB IlS SPECIFIED ON RAWINGS) RENCH EDGE AROUND NTIRE AREA TO BE ULCHED EFER TO ROOTBALL PIT ETAIL NOTES: 1. 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. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. PLANTING FY�NfLil: CIRCA CR20 AND CR25 AREA LUMINAIRES G09WAL DEBCW": The Greece Can goes Fw q a low M%. (1), II (2XL-2XLV), III (3XL-3XLV), IV (4XL4XLV), and V (511-51F). WM corrfrear 01108 karreea Uld01g high iIlI" discharge Amps. The the 2XL, 3XL and 4XL kmkaries, the reflector Jacob form a cordal loadings we one PI dienst dllallbam and cant cleacdy to a pole (an around tle art late with each cost pp11ioned to be Fiscally Iron am or wall wow ee need of a sepame v*W am. The shadow, wgend to me top order An, tube. minded firm p odures e:arney, low &Bache projected areas M spr'ar ,send badag capabily. LlahNkr sccefA mw rwaangeatl minableFor the CR25, a mogul tare IampWler is glazed porcelain with a precision segmented optical systems which provide high IgM bveb, nickel plated screw shell. Position -oriented sockets are supplied SWrard l accept rotor metal halide lamps. AN CR25 units ImWm ream iBanraem ane ram arB d pre and it* relp&es. Wnp stabilizers. In CR20 units, enlpWkbrs for 250w metal harle )IMM: A on• pen direr aluminum h mi g )Ad)))ds dandily b a lamp are mogul Wee. AM 011w CR201anphd0ens aro medium base. pole, mss am r wal rlbr the red lar a sppon am. ELECTRICAL: All dedrinl components are UL recognized, factory tered, and moment on a uhazed Pipe wdh quick electrical diacorinects. LEIS ASSEMBLY: A arse -r iece Eixar akin Was have he" Each No print factor bran r Be seprab nnpo er type cap" of drain from the housing adl a seoaed by a ovXeaed staders steel hinge Providing nine Wry rubs down to -20: and hinge Fin FYBBII: Each standard cob Iumiake receives a fads and abrasion M opaoly der, beet air statements equal atl Y pre In (mmea intake eMatrcoly applied, thermally ore d aigyemw WsYar&re Lan m ,wacol Weps red I-izm 75ar ar 975w PSL" ams hm* (TGK:) wand polyester Powdermtl Yah. Uab aro ►washy dwell seoaed will in Ietailrs. The ebebid and Lpay owners am, Bbm shy and pmvkW will a Iwmaad deanab add laaeamen. Standard cobra Swed waw a OWIN s dedwy release 10110rtpe Skins, gam b include bronze (BRP). beam (&P), while (WP), and nater shmMum prem, nw r by W. dildo and kinds. (IM). Cawed farcy, for span on Aram color. OPTICAL SYSTEMS: The segmented optical systems are from homogenous sheat aluminum welch has been LABELS: AM futures bel UL or CUL (Mitre alplrcable) WetLocation eNctrodrminly brightened, anodized and raid.gr0 The mul0l Mel arc image duplicating systems are designed to produce IES Types I -- rnza . n s/B• CRiS � 37 5/B• -� [ M52. 361/B' EPA's awn law Pews, I J Ar.a sr a /A A /111 tin Gan I Far w .c 1.10 r.m u CAA 3r CR20. 231/4' „I CR25 . za ln• �j CR20. 6 1/4' CR25. 6 5/8• CR20. 20'-- CR25 . 25 3/8• Sag Glass Lena Drop 0120. 3p• CR25. 2 5/6' wmlwr•-earyN. aaa..arw anaweaardiarpeew aro-. grain•llrWlg eeo'¢]o]se a.nebu&aaea'aW.ar,+da wawa bPb.'.I'pgr". ]"•n raelyr". 2at AM1Yrb SbM $ide6].e90e in Crbnr •cerien.ablwraabl.'n6 wa•e�,es er,rbcaNw.Bo.d Sn Wl,dlo.G 9.571 :SwOaS]-.'fner AreaM cmrry ag-m"I LANDSCAPE DETAILS m IIu]ebs PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK OR EQUAL) COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS. TREES 1 -INCH CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION, SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE: 1. EXCAVATE BED TO A DEPTH OF 4 INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL STONE, ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL 6-8 INCHES IN DEPTH. 2, SLOPE BASE OF BED TOWARD PERIMETER. 1 PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME. 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -ITCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERILIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND) APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT 4. ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL. 5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS. IF SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER, 6, EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SO. FEET AND RAKE INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB BOOSTER. ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE ANIMAL MANURES. 7, PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER. FOR EX. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8. EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. SUPPLEMENTAL LANI Revisions: 1.09-12-05: COUNTY COMMENTS 2.100.28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMM RM 4.05.24-06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PIAN AMENDMINT 6.10-02-06: COUNTY COMMEN75 7.11-03-%. COUNTY COMMENTS & 12-0&06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LETTER OF REVISIONS ."ea Sheet No.: b�.a,•0 13 17 of 18 Sheri Date: Plaject No.: Designed- Clucked: AS SHOWN 05/01/05 06Y.A SRK:ER RSM ."ea Sheet No.: b�.a,•0 13 17 of 18 r PRIME AND TRIPLE SEAL SURFACE 6" /21A AGGREGATE COMPACTED SUBGRADE GRASS SHOULDER SEE NOTE 7 3' L 10' I 10 I 11 I W6- 121 66- I NOTE: �ri�4' i SWALE TO BE LINED WITH NORTH AMERICAN GREEN SC150 DOUBLE NET BLANKET FOR EROSION CONTROL (SEE WWW.ERNSTSEED.COM). SEE LANDSCAPE NOTE FOR SWALE PLANTING ENTRANCE DRIVE AND SWALE TYPICAL SECTION 14J SECTION N.T. z --� z _ w ------- PLAN PLAN �N��1 x Y �x � �x V. •x I. SECTION IMPRINTED CONCRETE SEE NOTE 2 11 ,I- i / .rs � C4ic\6.yNai H116;N19'!N 3� / Viler• PRIME AND TRIPLE SEAL SURFACE 6" COMPACTED AGGREGATE SUBBASE VDOT 121A COMPACTED SUBGRADE CENTER OF ROAD EL. 449.00 SEE NOTE 3 COLOR/COATED 2" SURFACE COURSE SEE NOTE 4 6" COMPACTED AGGREGATE SUBBASE I VDOT /21A DMPACTED SUBGRADE 2" 110 STONE DUST; LUCK STONE: 1.804.985.8830; 3/16' MAX. CLONC EAT3E TO BE IF CAST IN PLACE; 4000 PSI IF PRECAST SURFACE d BASE NOTE: 1. STONE DUST TO BE COMPACTED IN PLACE; COMPACT AT OPTIMUM MOISTURE CONTENT. 6" 2. STONE DUST COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. TOP OF 12" METAL EDGING TO BE FLUSH WITH OR JUST ABOVE GRADE; TYP. c 4. COORDINATE SPORTCOURT SURFACE SPECIFICATIONS WITH ARCHITECT/LANDSCAPE ARCHITECT DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB PRIOR TO CONSTRUCTION. MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN. SEE NOTE SEE NOTE TOP OF BER A-1 LOAM OR GRANULAR EARTHFILL STONE SEE N< TOP OF 3:1 CLEANOUT WITH WATERTIGHT CAP SEE NOTE 4 SCHEDULE 40 PVC PIPE B 1% MIN. SLOPE -TOP OF SOIL MIX 462.50 Scn1•srw OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25%��\, - \�%\/ �`-/I/j/ \�/� // /\/ jY %� cY�\/ SEE NOTE 4 /473.50 1. USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE y,\i,.,i\C/,s%/i /.i.D/i /Nini,/i\n.. SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK INN). OF CONCRETE THICKNESS ORIGINAL SILT 472.50 3. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE TRAP SIDESLOPE EXPANSION JOINT BARREL INLET FLOW CONTROL 4. RFOb FT.WEAKENEX. FOR (MAX. 25' O.C.) (SEE DETAIL) INTERVALS FNORMED3CURB. DRPLANEJJOINTSEXTRUDED SHALL WWF 6' X 6" W1.4xW1.4 SEE NOTE 5 _ :'�S ,- REMAINING 15 FT, INTERVALS. WITH 2' MINIMUM COVER NOTES: SEE NOTE 6 PROFILE 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED 3000 P.S.I. CONCRETE MIXTURE OF NATIVE GRASSES OR 3" OF SHREDDED HARDWOOD MULCH, ALONG WITH THE AT 28 DAYS - TREES AND/OR SHRUBS LISTED ON THE PLAN. NOTES: AIR -ENTRAINED 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED 2. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT. MIXTURE OF NATIVE GRASSES OR 3" OF SHREDDED HARDWOOD MULCH, ALONG WITH THE COMPACTED AGGREGATE FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296-5832. TREES AND/OR SHRUBS LISTED ON THE PLAN. BASE VDOT 021A EX: 50% SAND / 30% TOP SOIL / 20% LEAF MULCH (SAND: 0.02"-0.04" ASTM C33 FINE). 2. PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL IAASHTO M43, 1/2'-1")WRAPPED IN FILTER FABRIC. 3. THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED 3. LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT. FOR MORE INFORMATION COMPACTED SUBGRADE ADEQUATELY STABILIZED BY THE ALBEMARLE COUNTY ENGINEERING INSPECTOR PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296-5832 EX: 50% SAND / 30% TOP NOTE: 1. MIN. CROSS SLOPE 1.5%;MAX. 2% 2. COORDINATE IMPRINTED CONCRETE WITH ARCHITECT/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION SOIL / 20% LEAF MULCH (SAND: 0.02"-0.D4" ASTM C33 FINE), 4. PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' O.C.WRAPPED IN FILTER FABRIC. 5. REMOVE SILT AND SEDIMENT BELOW UNDERDRAIN LAYERAFTER FINAL STABILIZATION, 6. BACKFILL WITH LOAM OR GRANULAR EARTH FILL BELOW UNDERDRAIN LAYER. 7. THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED ADEQUATELY STABILIZED BY THE ALBEMARLE COUNTY ENGINEERING INSPECTOR. BIO -FILTER ALONG THE ENTRANCE DRIVE (i BIO -FILTER NEAR PARKING LOT T.S. \ 14 / DETAIL McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7571 Y. 434977-1194 ww W.mckeecorson.corn McKee Cason and Rola Sport Cor Os^ Ltd. Ieserver is cannon low copvfQm and other Property rots In thm drawings. N Ideas. designs, Sections, details, and plans aro the property of McKee Cason and PAW Sport Concepts, Lid. These pons we not to be reproduced, charged, or Copied In any farm or ngnner whatsoever. nor are Prey to be assigned to any third party without W obtaining the express permission and consent of either McKee Carson or Field Spat Conceph. Lid. CONCRETE WALK SCALE: 1'_10' NTH OA rf ROBE I f6 ' 4�v� S1 NA 01 GN f N.T a FRUI•ILE AER) SLUIIUN b ° D D D D.' TYPICAL EXPANI SIG IIUN EXPANSION JOINT SEALANT BACKER ROD, 1/2" DIA. SEE NOTE SEE NOTE TOP OF BEF CLASS A -i OUTLET PROTECTION LOAM OR GRANULAR EARTHFILL STONE SEE W TOP OF 3:1 CLEANOUT WITH WATERTIGHT CAP SEE NOTE 4 SCHEDULE 40 PVC PIPE O 1% MIN, SLOPE SECTION 5 TE BASE SEE NOTE 4 ORIGINAL SILT TRAP SIDESLOPE SEE NOTE 5 SEE NOTE 6 PROFILE NOTES: 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED MIXTURE OF NATIVE GRASSES OR 3" OF SHREDDED HARDWOOD MULCH, ALONG WITH THE TREES AND/OR SHRUBS LISTED ON THE PLAN. 2. PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL (AASHTO M43, 1/2'-1')WRAPPED IN FILTER FABRIC. 3. LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296-5832. EX: 50% SAND / 30% TOP SOIL / 20% LEAF MULCH (SAND: 0.02'-0.04' ASTM C33 FINEI. 4. PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' O.C.WRAPPED IN FILTER FABRIC. S. REMOVE SILT AND SEDIMENT BELOW UNDERDRAIN LAYERAFTER FINAL STABILIZATION. 6. BACKFILL WITH LOAM OR GRANULAR EARTH FILL BELOW UNDERDRAIN LAYER. 7. THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED BIO -FILTER NEAR THE BUILD N.T.S. /4 PROFILE AND SECTION EXPANSION JOINT MATERIAL ... v G b o. JOINT PLAN EC -1 MATTING SOIL SUBGRADE TT BUMPER BLOCK(6'X6"I CONCRETE GRID PAVERS 4 INCH THICK (SEE NOTE 2) PRIME AND TRIPLE SEAL PAVEMENT ASTM NO.8 AGGREGATE 6 INCH THICK UNDER GRID ASTM NO. 57 OPEN GRADED AGGREGATE COMPACTED TO 9 INCH DEPTH GEOTEXTILE COVER BOTTOM AND SIDE OF BASES NOTES: 1. SEE LAYOUT SHEET FOR DIMENSIONS. 2. COORDINATE CONSTRUCTION OF CONCRETE PAVERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. - K_L"� CONCRETE PAVERS AS PERVIOUS PAVING 14.1 .S.14 UI I AIL N.I.S. CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1,25" OR 25% CONTRACTION OF CONCRETE THICKNESS JOINT e EXPANSION JOINT 2" SMOOTH TOOLED EDGE ITYP.1 IMAX. 25' O.C.! -SEE WWF 6" X 6" W1.4xW1.4 LIGHT BROOM FINISH TO BE WITH 2' MINIMUM COVER PERPENDICULAR TO DIRECTION OF TRAVEL 4000 P.S.I. CONCRETE AT 28 DAYS - AIR -ENTRAINED EXPANSION JOINT - SEE a 'v _ x ; -x- x COMPACTED AGGREGATE BASE VDOT 121A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5%; MAX. 2% SECTION THE W A L D 0 R F SCHOOL Albemarle County, Virginia SITE DETAILS ro-ar T.S. ROLL CURB SIG 1K1n O.W. - SEE SITE PLAN 0 IA REINFORCED 5 D EIN ORCED STORM DRAIN PIPE; Z SEE SHEET 6 FOR SIZE o- /4 O 18" C.C. IDOWELS) w 4 B 10' 12"-157 STONE LEV - SEE SITE PLAN SEE NOTE 6 4 B 18" C.C. c �_161 04 NOTES: 1. CONC. 3000 psi B 28 DAYS 2, REINF GRADE 60 3. MAX. SOIL BRNG PRIES - 2000 PSF (ASSUMED) 4. DESIGNER: MOLER 5 ASSOCIATES, CHARLOTTESVILLE, VA. PH. NO: 434-971-3027 5. PREPARE 8" SHELF ON CONCRETE WALL TO ACCOMODATE STONE VENEER. 6. BROWNSTONE RIP -RAP. CONSULT LANDSCAPE ARCHITECT FOR COLOR AND TYPE. 10' REINFORCED CONCRETE RETAINING END WAI DETAIL AND SCHEDULE RevWons: - - 1.09-12-05: COUNTY COMMENTS 110-28 05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05-24-06: ACSA COMMENTS S. W28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.114)3-06: COUNTY COMMENTS 8.12-08-06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LEITER OF REVISIONS NOTES: Sole: [Me•. Pf*d No.: D4WVm : ChKked: ELEV. /473.50 1. USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE CONSIDERATIONS. 80�IL SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK INN). MIX2 472.50 3. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED. CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT BEGINNING AND END OF 4. RFOb FT.WEAKENEX. FOR CURB FT. MAX. INTERVALS FNORMED3CURB. DRPLANEJJOINTSEXTRUDED SHALL BE FORM D3ATTHE REMAINING 15 FT, INTERVALS. 5. ONE INCH BATTER AT CURB FACE IS OPTIONAL. SEE NOTE 4 ORIGINAL SILT TRAP SIDESLOPE SEE NOTE 5 SEE NOTE 6 PROFILE NOTES: 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED MIXTURE OF NATIVE GRASSES OR 3" OF SHREDDED HARDWOOD MULCH, ALONG WITH THE TREES AND/OR SHRUBS LISTED ON THE PLAN. 2. PERFORATIONS TO BE MINIMUM OF 4 1/4" HOLES 12" O.C. FOR ENTIRE LENGTH OF PIPE IN UNDERDRAIN GRAVEL (AASHTO M43, 1/2'-1')WRAPPED IN FILTER FABRIC. 3. LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296-5832. EX: 50% SAND / 30% TOP SOIL / 20% LEAF MULCH (SAND: 0.02'-0.04' ASTM C33 FINEI. 4. PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' O.C.WRAPPED IN FILTER FABRIC. S. REMOVE SILT AND SEDIMENT BELOW UNDERDRAIN LAYERAFTER FINAL STABILIZATION. 6. BACKFILL WITH LOAM OR GRANULAR EARTH FILL BELOW UNDERDRAIN LAYER. 7. THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED BIO -FILTER NEAR THE BUILD N.T.S. /4 PROFILE AND SECTION EXPANSION JOINT MATERIAL ... v G b o. JOINT PLAN EC -1 MATTING SOIL SUBGRADE TT BUMPER BLOCK(6'X6"I CONCRETE GRID PAVERS 4 INCH THICK (SEE NOTE 2) PRIME AND TRIPLE SEAL PAVEMENT ASTM NO.8 AGGREGATE 6 INCH THICK UNDER GRID ASTM NO. 57 OPEN GRADED AGGREGATE COMPACTED TO 9 INCH DEPTH GEOTEXTILE COVER BOTTOM AND SIDE OF BASES NOTES: 1. SEE LAYOUT SHEET FOR DIMENSIONS. 2. COORDINATE CONSTRUCTION OF CONCRETE PAVERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. - K_L"� CONCRETE PAVERS AS PERVIOUS PAVING 14.1 .S.14 UI I AIL N.I.S. CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1,25" OR 25% CONTRACTION OF CONCRETE THICKNESS JOINT e EXPANSION JOINT 2" SMOOTH TOOLED EDGE ITYP.1 IMAX. 25' O.C.! -SEE WWF 6" X 6" W1.4xW1.4 LIGHT BROOM FINISH TO BE WITH 2' MINIMUM COVER PERPENDICULAR TO DIRECTION OF TRAVEL 4000 P.S.I. CONCRETE AT 28 DAYS - AIR -ENTRAINED EXPANSION JOINT - SEE a 'v _ x ; -x- x COMPACTED AGGREGATE BASE VDOT 121A COMPACTED SUBGRADE MIN. CROSS SLOPE 1.5%; MAX. 2% SECTION THE W A L D 0 R F SCHOOL Albemarle County, Virginia SITE DETAILS ro-ar T.S. ROLL CURB SIG 1K1n O.W. - SEE SITE PLAN 0 IA REINFORCED 5 D EIN ORCED STORM DRAIN PIPE; Z SEE SHEET 6 FOR SIZE o- /4 O 18" C.C. IDOWELS) w 4 B 10' 12"-157 STONE LEV - SEE SITE PLAN SEE NOTE 6 4 B 18" C.C. c �_161 04 NOTES: 1. CONC. 3000 psi B 28 DAYS 2, REINF GRADE 60 3. MAX. SOIL BRNG PRIES - 2000 PSF (ASSUMED) 4. DESIGNER: MOLER 5 ASSOCIATES, CHARLOTTESVILLE, VA. PH. NO: 434-971-3027 5. PREPARE 8" SHELF ON CONCRETE WALL TO ACCOMODATE STONE VENEER. 6. BROWNSTONE RIP -RAP. CONSULT LANDSCAPE ARCHITECT FOR COLOR AND TYPE. 10' REINFORCED CONCRETE RETAINING END WAI DETAIL AND SCHEDULE RevWons: - - 1.09-12-05: COUNTY COMMENTS 110-28 05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05-24-06: ACSA COMMENTS S. W28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.114)3-06: COUNTY COMMENTS 8.12-08-06: ACSA COMMENTS 01-11-07: ACSA APPROVAL 10.05-01-07: MINOR AMENDMENT 11.07-18-07: LEITER OF REVISIONS Sheet No.: �ZO 16 of 18 Sole: [Me•. Pf*d No.: D4WVm : ChKked: AS%1OWN 05/01/05 0323 SRK%ER RBM Sheet No.: �ZO 16 of 18