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Home My WebLink AboutSDP200600097 Plan - Approved Major Amendment, Final Site Plan 2006-11-21Location Map N.T.S. VICTORIAN S' ROUTE 1046 DUNLORA DR. JE 1. 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. Phas � t 1 Phas . 1 GENERAL 2Z'. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE OWNER/DEVELOPER INFORMATION: CHARLOTTESVILLE WALDORF „_ ,.' - : L ARCHITECTURAL REVIEW BOARD FAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED, 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, ALBEMARLE COUNTY SERVICE AUTHORITY 1 �,Aj 1408 CROZET AVENUE VIRGINIA DEPARTMENT OF TRANSPORTATION INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND 25, THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE TAX MAP AND PARCEL NUMBER: STATE POLICY. PRIOR TO COMMENCEMENT OF ANY. CONSTRUCTION WITHIN ANY EXISTING PUBLIC 12. PHOTOMETRIC PLAN CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE 13.39AC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CURRENT ZONING: LOCATION, THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP 15, UTILITY DETAILS CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION SP2003-004; SP2003-029 TO A SINGLE BOX ON EACH BUILDING. ADJACENT PROPERTIES (HEREAFTER ABBREVIATED VDOT). 61A-3-15, D,B. 2159 P. 380 TMP 61A-3-16, TMP 31A-3-17, TMP 61A-3-18, TMP 61A-3-19, D.B. 864 P, 352 PLAT ?-> THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS, 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORI4 61-171, THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER TMP 61-172, TMP 61-172A TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED, TMP 61A-3-81 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 MATERIIAL THAT MAY FUTURE MEADOW CREEK PARKWAY R/W APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY ____ w _.- ___ — BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE SONIA FOX CLEARING, GRADING OR OTHER CONSTRUCTION. w DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH MOVING ACTIVITY IS JOHN H. AND _ D.B. 236 P. 446 PLAT SUBJECT TO THE APPROVAL OF THE ENGINEER. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, MAXIMUM D,B. 1724 P, 559 ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE SITE CONSTRUCTION - TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIIZED GRASS STANDS BOBBY D. MARTIN, SR AND 8. TMP 61-180A S — ON ALL SLOPES. 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGR ADE, CBR D.B. 1190 P. 296 PLAT D,B. 2734 P. 90 S TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEIN IN THE OPINION OF D.B. 236 P. d46 PLAT 236 P. 46 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS) DEEMED NECESSARY ENGINEER, IN ORDER TO STABILIZE A DRAINAGE CHANNEL. TELEPHONE PEDESTAL 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OFF PAVED 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE RANCOR Hi -Q, VDOT STANDARD _0HT-•.-- _. AREAS. PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY POLYETHYLENE (HDPE) EASEMENT PIPE. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINJIA LITTER BITUMINOUS PAVEMENTS F ------------------------1 L ------------------------i CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS CONSTRUCTION SITE, L------------------------ FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). aV CURB 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR (DRAINAGE 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE CURB WITH GUTTER OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -.1. NOTIFY EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, ENGINEER IN ALL CASES. GAS LINE AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, ^ - — --- G G OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE ®®DA WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DE=PRESSION. 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT E=ND 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND WALL SECTIONS WHERE APPLICABLE (OR SEE SITE DETAILS SHEET 14). UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE 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 OF THE INLET CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). BOX. 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SANITARY SEWER AND WATER MAIN CONSTRUCTION —UGE.,.- SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY, THE UGE- OVERHEAD ELECTRIC LINE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BIE ONLY 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY UNDERGROUND TELEPHONE LINE INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE —UGT — MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT AUTHORITY OFFICIALS AT THE START OF THE WORK. OVERHEAD TELEPHONE LINE OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE: RESPONSIBLE FOR —OHT — OHT OHT 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 F1_1 ENGINEER, CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND YARD DRAIN STRUCTURES AS NECESSARY, 12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED TOP OF CURB TS 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 PRIOR TO THE START OF CONSTRUCTION. THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY, THE ALBEMARLE COUNTY SERVICE AUTHORITY 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY 4 DATUM FOR ALL ELEVATIONS SHOW IN NATIONAL GEODETIC SURVEY, MATERIAL STORED AT THE SITE, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 14, THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIREE HYDRANT 15, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LINES, SERVICE LATERALS, AND WATER LINES, ETC. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 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, 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 IFOR 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 OWINER OR THE ENGINEER". 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE: FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIIVE TO SERVE 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS WITH THE REQUIREMENTS AS SPECIFIED IN THE A,C.S,A. AS -BUILT PLAN CHECKLIST, ILATEST NECESSARY AT NO COST TO THE OWNER, 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. 11, BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORFARILY SHUT 18, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE, PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. SURVEY AND TOPOGRAPHY 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, CHARLOTTESVILLE, VA. 20, CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE 2, SURVEY DATUM: NAVD 88 VERTICAL DATUM THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, 3, BENCHMARK: SURVEY CONTROL POINT T-1, ELEVATION 451,07 21, BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 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, 23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED 'TO BE REMOVED OR RELOCATED August 28, 2006 Prepared •Waldorf School !0 Rio Road Charlottesville, 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. `EE PARKING STUDY, 5. ALL BUILDINGS WILL BE ADA ACCT ").SIBLE -AND WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 6, ALL SURFACE PARKING SPACES SHALL BE 10' X 18' (MIN.) 7, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LIUMENS 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, Phasinz 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, PHASE 2A INCLUDES: BUILDING #1, BASKETBALL COURT AND RELATED UTILITIES, Phasinm the Current Amended Plan � >f # �♦ veus as ♦ � ! I#► 10 t a MAN X#0# �Sr,rar�.,.a,® > t PHASE 113 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. L • r 1 r,_' NAME OF DEVELOPMENT: THE WALDORF SCHOOL 0 OWNER/DEVELOPER INFORMATION: CHARLOTTESVILLE WALDORF „_ ,.' - : L ARCHITECTURAL REVIEW BOARD CONTROL PLAN -PHASE 2A (During Construction of Blo-Filters) (FORMERLY CROSSROADS WALDORF SCHOOL INC,) ALBEMARLE COUNTY SERVICE AUTHORITY 1 �,Aj 1408 CROZET AVENUE VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN - PHASE 2A CROZET, VA 22902 iB TAX MAP AND PARCEL NUMBER: CONSOLIDATED TMP 61-170 12. PHOTOMETRIC PLAN TOTAL ACREAGE: 13.39AC tO.TMP 61A•5 A CURRENT ZONING: RESIDENTIAL R-4 15, UTILITY DETAILS SPEACIAL USE PERMITS: SP2003-004; SP2003-029 CONTROL DETAILS ADJACENT PROPERTIES TMP 61A -5-A, TMP61A-3-13, TMP= 11 `-3-14, TMP 61A-3-15, D,B. 2159 P. 380 TMP 61A-3-16, TMP 31A-3-17, TMP 61A-3-18, TMP 61A-3-19, D.B. 864 P, 352 PLAT TMP 61A-3-20, TMP 61-180A, DviP 61-179, TMP 61-173A, TMP 61A -3-B1, TMP 61-167C, TMP 61-167A, TMP 61-171, TMP 61-172, TMP 61-172A D.B. 1060 PROPOSED USE SETBACKS: MAX, NUMBER OF DWELLING UNITS: GROSS RESIDENTIAL DENSITY: PERCENTAGE OF OPEN SPACE: (EXCL, BLDGS, RDS, & LOTS) OPEN SPACE ACREAGE: MAX. NUMBER OF EMPLOYEES: MAX, HEIGHT OF ALL STRUCTURES PARKING SCHEDULE: PROVIDED HC SPACES OTHER (SPECIFY) IMPERVIOUS AREA: Approvals GRADE SCHOOL 25' FRONT 20' REAR 15' SIDE 30' BETWEEN STRUCTURES 20' GRADING TO ADJACENT RESIDENTIAL USES NOT APPLICABLE NOT APPLICABLE 89% 11.66 AC 15 34'-6" PREVIOUSLY 0URREbi '_ APPROVED: PROPOSED: TOTAL: 30 15 45 2 1 3 1.46 AC 0.21 AC, 1.67 AC DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER 0 INSPECTIONS CONTROL PLAN -PHASE 2A ARCHITECTURAL REVIEW BOARD CONTROL PLAN -PHASE 2A (During Construction of Blo-Filters) DEPARTMENT OF FIRE RESCUE 1 ✓c5r� •�'�>' ALBEMARLE COUNTY SERVICE AUTHORITY 1 �,Aj PLAN - PHASE 1B VIRGINIA DEPARTMENT OF TRANSPORTATION PLAN - PHASE 2A HEALTH DEPARTMENT iB Sheet Index 01 f .nl/PR CI-IGCT nO NAAQTCD D1 AN! 03. EXISTING CONDITIONS AND DEMOLITION PLAN 04, EROSION AND SEDIMENT CONTROL PLAN -PHASE 1B 05, EROSION AND SEDIMENT CONTROL PLAN -PHASE 2A 06. EROSION AND SEDIMENT CONTROL PLAN -PHASE 2A (During Construction of Blo-Filters) 07. LAYOUT AND DIMENSION PLAN 08, GRADING AND UTILITIES PLAN - PHASE 1B 09, GRADING AND UTILITIES PLAN - PHASE 2A 10. LANDSCAPE PLAN - PHASE iB 11, LANDSCAPE PLAN - PHASE 2A 12. PHOTOMETRIC PLAN SETBACK LINE 13. ROAD PROFILE tO.TMP 61A•5 A 14, UTILITY PROFILES TW 15, UTILITY DETAILS 2.TMP 61-167A 16, EROSION AND SEDIMENT CONTROL DETAILS 17, LANDSCAPE. DETAILS 6, TMP 61-173A 18, SITE DETAILS D,B. 2159 P. 380 Content Map Scale 1it:2001 1. TMP 61-1670 S. TMP 61.172A 9, THE VILLAGE SQUAREtPHASE ONEI THOMAS D. WETSEL AND BOBBY D. MARTIN, SR AND D.B. 743 P. 513 PLAT CLARENCE H. WETSEL AND PENNY MARTIN TMP 61A-3-13, TMP 61A-3-14, TMP 61A-3-15 MARY W. HOOD D.B. 1190 P. 296 PLAT TMP 61A-3-16. TMP 31A-3-17, TMP 61A-3-18, D,B. 1681 P. 177 PLAT D.B, 1190 P. 288 TMP 61A-3-19,TMP 61A-3-20 D,B. 1681 P. 174 DR 1063 P. 677 TS SETBACK LINE D.B. 244 P. 347 PLAT tO.TMP 61A•5 A TOP OF THE WALL TW PHASE THREE VILLAGE SQUARE 2.TMP 61-167A HOMEOWNERS ASSOCIATION WHITED FAMILY, LLC 6, TMP 61-173A 0.6. 1637 P. 35 D,B. 2159 P. 380 DONALD T. AND D.B. 864 P, 352 PLAT D.B. 1531 P, 677 PLAT DEBORAH H. TISDALE D.B. 1182 P. 579 PP3666 11. D.B. 1060 TMP 61A-3-81 PAVEMENT D,B. 310 P. 589 COUNTY OF ALBEMARLE 3.7MP 61-171 HWP8 X P. 302-304 FUTURE MEADOW CREEK PARKWAY R/W STEVEN STRUMLAUF AND ____ w _.- ___ — �— — SONIA FOX 7. TMP 61-179 w D.B. 672 P. 165 JOHN H. AND _ D.B. 236 P. 446 PLAT MARY N. KETCHAM STORM SEWER D,B. 1724 P, 559 D.B. 336 P. 449 PLAT 4, TMP 61-172 - BOBBY D. MARTIN, SR AND 8. TMP 61-180A S — PENNY MARTIN THOMAS AND RITA HASSALL ET AL D.B. 1190 P. 296 PLAT D,B. 2734 P. 90 S D.B, 596 �--� D.B. 236 P. d46 PLAT 236 P. 46 D.B. 5881 P. 26 PLAT Lezend /Abbrevlatlons 8 OWNER TMP 61-170 CROSSROADS WALDORF SCHOOL, INC. D.B. 1074 P. 164 D.B. 663 P. 242 D,B. 336 P. 449 PLAT HWP8 XI P. 38 HWPB XI P. 30 OWNER TMP 61-174; MEADOW CREEK LLC D.B. 2618 P. 198 D,B. 2360 P. 296 D.B. 1173 P. 362 D.B. 1164 P. 16 D.B. 1068 P. 569 D.B. 1059 P. 349 D.B. 464 P. 266 PLAT D.8, 282 P. 179 PLAT HWPB X P. 296-298 01 02 03 04 4A 4B 05 06 6A 07 7A 08 09 10 11 12 13 14 ITEM EXISTING BC LOW POINT PROPOSED LP BENCH MARK D/ DI CLEAN OUT 6.10-02-06: COUNTY COMMENTS PROPERTY / RIGHT OF WAY LINE l�i14 WM TOP OF THE STAIRS TS TS SETBACK LINE BS BS TOP OF THE WALL TW TW CONTOUR BW VIRGINIA DEPARTMENT OF TRANSPORTATION UDOT VDOT INDEX CONTOUR _ 10 i __ q 4 10 BUILDING PAVEMENT ------------------------- WATER MAIN ____ w _.- ___ — �— — ^w w WATER VALVE _ STORM SEWER SANITARY SEWER - S S S — INLET —_ _ S _ — S S MANHOLE — -- �--� UTILITY POLE TELEPHONE PEDESTAL OVERHEAD TELEPHONE _0HT-•.-- _. —OHT— EASEMENT _ BITUMINOUS PAVEMENTS F ------------------------1 L ------------------------i CONCRETE PAVEMENT L------------------------ aV CURB CURB WITH GUTTER GAS LINE —0— — —G— ^ - — --- G G G -®- DRAINAGE AREA DELINEATION ®®DA SWALE/DITCH RIP RAF STORM DRAIN IDENTIFIER Aa SANITARY SEWER IDENTIFIER aZ UNDERGROUND ELECTRIC LINE ._-_UGE-- ,— —UGE.,.- -UGE UGE- OVERHEAD ELECTRIC LINE _0HE— — —OHE— -OHE OHE--- UNDERGROUND TELEPHONE LINE .—UGT — — —UGT — --UGT UGT — OVERHEAD TELEPHONE LINE _0HT — — —OHT — OHT OHT REINFORCED CONCRETE PIPE /170/0 RCP FIRE HYDRANT F1_1 FH YARD DRAIN a TOP OF CURB TS TC BOTTOM OF CURB BC BC LOW POINT LP LP DROP INLET D/ DI CLEAN OUT 6.10-02-06: COUNTY COMMENTS WATER METER l�i14 WM TOP OF THE STAIRS TS TS BOTTOM OF THE STAIRS BS BS TOP OF THE WALL TW TW BOTTOM OF THE WALL BW VIRGINIA DEPARTMENT OF TRANSPORTATION UDOT VDOT 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 �4a ROBERT NO. 7783 41 S" s` "0NAL I Sheet No,: 01ofV SURVEY AND TOPOGRAPHY t BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR, CHARL0TTESV|LLE, V&, 2� SURVEY DATUM: NAVD 88 VERTICAL DATUM 3, BENCHMARK: SURVEY CONTROL POINT T-1, ELEVATION 451.07 CRITICAL SLOPES WAIVER 1, ALL GREY AREAS REPRESENT CRITICAL SLOPES GREATER THAN 25Y{. 2, CRITICAL SLOPES WAIVER FOR PHASE 2A AND THE ENTRY DRIVE HAS ALREADY BEEN APPROVED. 3, CRITICAL SLOPES WAIVER FOR BU|LD|N0M2 C0RRESPDN0NSNG|N PARKING LOT IS ATTACHED WITH THIS SUBMISSION. "IN McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property eights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts. Ltd. ThJP 61-167C THOMAS D. VVETSEL AND [1ARENOE H. VVETSEL AND MARY VV. HOOD D.B. 1681 P. 177 PLAT D. B. 1G81 P. 174 ` w56`10'07^VV TMP 61A'3 -B1 COUNTY OF ALBEMARLE FUTURE MEADOW CREEK PARKWAY R/VV ROBERT 193, MCKEE' NO "O)A,L / TMP 61-167A WHITED FAMILY, LLC D,B, 1531 P. 677 PLAT STEVEN STRUMLAUF AND D�B. 1182 P. 579 SONIA FOX X /I Al� 00 TMP 61-170/ Eva 10 0. PHAS/E 2A, STANDAGD VE PROPOSED 52' FUTURE ----- � OQNNE0T|DN / ! / -~ PHASE13 -' 0�, 1W NO! Nil TMP 61A -5-A PHASE THREE VILLAGE SQUARE TMP 61A-3-14 HOMEOWNERS ASSOCIATION TMP 61A-3-.13 LOT 14 LOT 13 'THE WALDORF SCHOOL W T 0 0 Alblem-arle County, Virminia 10 10 ft, io BSL 'BUFFER /20' BUILDING AND TREE,/ ell 71- D.B. 1190 P. 296 PLAT PENNY MARTIN 18.3 6 SO 1'�2� 23"E BENCH MARK EY -OtOBBY D. MARTIN, SR AND -3,4)� ELEVATION 451.07 BOBBY D, MARTIN, SIR A NP-� tUOZQ-4 41"E 671 5 '19'15"h 20 77 g1410 NO TMP 61-17 3 A DONALD T. AND DEBORAH H, TISDALE HWPB X P. 302-304 WEDESTRIAN CONNECTION if 0 P/ARPEL 1/3A Pop TMP 61-179 JOHN H. AND MARY N,KETCHAM MISS //(o \/ S(� / C}NE / / ''|� '�^ -�3 — �513 /PL � / �� . ' / —�\` TMP 61A'3-15 « 41 T��P 6iA-3'17 � TMP 61A-3-181 TMP 61A-3-19 LOT 15 � TMP �1A'3-1S � LOT 17 � LOT 18 � LOT 1-~ 1 � LOT 10 TMP 61A-3-20 LOT 20 / o x � Scale 1"=60' Contour hderval=2' O 60 100 208 i \ TMP 01-180A \� THOMAS AND R{TA HA8GALL ET AL D.B. 2734 P. 90 D.B. 2051 P. 590 D.B. 588 P, 426 PLAT 1.09-1%-O5: C(]lJNDYCON04EN]S 2.10'20-05: COUNTY COMMENTS 3.12-0l-05COUNTY COMMENTS 4.(5-24-O6ACSACOMMENTS 5. 08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENTS 7,11-03-06: COUNTY COMMENTS OWNER TMP 61'170 CROSSROADS VVALDORF SCHOOL, INC, D.B. 2214 P. 114 PLAT D. B. 2618 P. 192 PLAT D.B. 2214 P. 105 D.B. 2214 P. 108 O.B. 1076 P. TO D. B. 1074 P. 164 D,B, 1074 P. 184 DB, 663 P. 242 D.B. 330 P, 440 PLAT HVVPB X| P. 38 HVVPB X| P. 30 OWNER TMP 61'174: MEADOW CREEK LLC D�B, 2818 P. 108 D.B. 2360 P. 296 D.B. 1173 P. 362 ' O.B. 1184 P. 16 D.B. 1068 P. 569 D.B. 1059 P. 349 D,B. 282 P. 179 PLAT HVVPB X P� 296-298 Sheet No.: Scale: 111501 Date: 06/24/05 Project No.: 0323 Designed: ER;HMSRK Checked: RBM Sheet No.: McKEECARSO i CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t, 434-979-7522 j f: 434-977-1194 j www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. THE WALDORF SCHOOL Albemarle Counity, Virginia 08/24/06: MAJOR AMENDMENT 1 7.11-03-06: COUNTY COMMENTS Scale: Date: Project No.: Designed: Checked: 1" = 20' I 06/24/2005 0323 SRK RBNT n'Aa191 i EXISTING CONDITIONS AND DEMOLITION PLAN I, 08/24/06: MAJOR AMENDMENT 1 7.11-03-06: COUNTY COMMENTS Scale: Date: Project No.: Designed: Checked: 1" = 20' I 06/24/2005 0323 SRK RBNT n'Aa191 General E S Control Dotes:(VI-15: VESCH)Notes Legend 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 (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT CE CONSTRUCTION ENTRANCE 1201M PS 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 E. & &SPEC. N0. 3..02 E. & S. STD. &SPEC. NO, 3.32 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. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION 6, NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE SF SILT FENCE -(7) TREE PROTECTION x 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 E" & S. STD. & SPEC. NO. 3..05 E. & S. STD. & SPEC. N0. 3.38 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 (9 PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 7• THE O T CONTROLSHALL ASSUME ALL LIAARETY AND DESIGNED TO RESPONSIBILITY SIIBIL PROTECT ING EROSION AND BUILDING CULVERTS. 8E, & S• STD, & SPEC, NO. 3..07-3 OCs DUST CONTROL DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN 11. A fv1fNIMUPII WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK 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. SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1,5 INCHES FOR ADEQUATE TEMPORARY DIVERSION DIKE UA ISAFETY FENCE ___ _ CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN ®� E. & S. STD. &SPEC. NO. 3.,09 E. & S. STD. & SPEC, NO. 3.01 �� 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 UC,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, E. & S• STD. &SPEC. NO. 3..13 E. & S. STD, &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 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 SG "' "'"�" ' `" OF SEDIMENT TRAPS TO BIO -RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. PLEASE E, & S. STD. &SPEC. NO. 3..17 LIMIT OF CONSTRUCTION -�—®- • • �---•a- THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES. DRAINAGE AREAS OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. r OUTLET PROTECTION (SEE MASTER PLAN) DA X, / / / ffn /' --'""- 479.74 ; �� r -" 11 ` ;' ®P E. & S. STD. &SPEC. N0. 3. i8 ES -6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION _--� —' t`� 14. SILT FENCE SHAILL BE MAINTAINED UNTIL SfTE !S STABILIZED, CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS � % E; .\ -,; l.J� 15. EXTREME CARE -TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE, DETERMINED BY THE PLAN APPROVING AUTHORITY.11 I ",,: ; "-.,. `� R� / }� MODIFIED MUD TRAP --- MC---� ES -7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT --` �,€�� // 42HEM/35 __. r'• 16. ALL SEDIMENT TRAPS ARE TEMPORARY. SEDIMENT TRAP N0. 1 WILL CONVERT INTO ONE /r F -- �, r° /. O 48.3.16 B10 -RETENTION FILTER, SEDIMENT TRAP 2 AND 3 WILL CONVERT INTO ANOTHER BIO -RETENTION � r • ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL ' 28ASH/50 r --' , STABILIZATION IS ACHIEVED. 1 469.46 ___ `, Q 1 ! ;' 18ASH/30 i FILTER AFTER THE CONSTRUCTION OF PHASE 2A. FINAL ST ;f / 2 % j I / 28MAP/40 O 483.58 ( ? D , ,- I Il _ - - ✓ 1 O 484, T8 ' 17, THE EXISTING PpND AT THE EAST OF ENTRY DRIVE MUST BE CLEANED FOR MINOR SEDIMENT rf�� `� //%I �� KF Rll�'11 5 \ U? °' �2!!' ES -8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING ( jfr , I ! / I } ,' DEPOSITION DUE TO CONSTRUCTION OF BARREL UNDER THE ENTRY DRIVE, ��,r i `d _'IN, ('° X 1 P �E/20' / DEVICE. _ _ "� i ` O\ 28ASH/50 , ° 4� // .` 11 �111, �r i � t "' 1 i /` " 484.22 i. < S . cp O "1 \ !�"/� I r.-•- <' / / 18• PLACE SAFETY FENCE AROUND SEDIMENT TRAPS 1,2 AND 3 AFTER COMPLETION OF PHASE 1B, _, J z �^ 9 - �% PlIV %20 ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND ---, % i r" - • AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. 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I rij% / ' OUTLET LV. 445 �� / _ ° / /' 51 LF na •30% / 2o0 o o 0000 ' / / TO TAKE CLEAR WATER - ',� ST' r ` � /% OUT /OF MEADOW ,'-J 717 / /; ,`ro >/ ao °oQC � . ' / '• / _ 7 ;, "' 6 / 20 oAN/TARY / / / i/ / J/ ,/1111 11) 2u° o°O Sao ;E / / 1 /, / i / . / ��j'. 6 n an° QUo Q p / / ( / ��/J f urJ�aXJ��b�� / cA ,_;, r / ti f=/ /` ( 11 .I- / Ji OQ (p(�o�O �o°d / % / t ./ 4q .HJT ., r / %�, i / l y� J" v / �� oO ' i /�i f /f i/1 d / / Q / r �' 1 / / /' OC On�O° /' i / 11, 1 f' / % 0 °oOaCQ°o aC / r / / S //, // ff o 0(�2�0 �' h0 / I / l' I -IUjs r r/ S T A ND A R D V D O P r %. o° � o° c' o�� f ;/ .,,( ---.�;� I\.I�O L:_ ; // GRATELV 44 T -1 / f ! J ° �� ° y'/ _ / H / - i SAF TOP �, ��c�� / ," , r INV. OUT 43.5 ° roQ "c°G7oo� ao / d �4 % =- - �/ / / / / / / i` I McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 f: 434977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and pians 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. O�,�p,L7i H OF yj �� ROBERT B. MCKEE� NO. 778 °, I� �� Gti ON'A )aO °00 °fl°o Oop O° O�j OoCt °ad (-d 0 ° da O ao O 'O\ ✓0 9L O °p0 Q,,cOO' )�c00. Opd((O�pO 6 n /`/ 11 • �� °�� o `�,o c' ; /' � ( � �� ( ; � r' _ O O O O O O O OQ° O O ornrn��, I \ I`, f __/ o�3coG (p�� oc co / TP - - o I � / of c ° O o / `/ 't \ ! .a ° a.0 a �a °p�ao �a °G. 00 a0000 QaoO �o� Odao / �/ C. j :'-;.: ,pOQ �O ° bCJ°p �° `6°O 3°°O(�PjC /''6a ° Y>a0�- 00 6°O ,a°�? Q°a (XCoi`6 °O OU j �# ,i . • / - `y; \, i •. ' G'j � o 00 0 oC 'V o od(", o�`) o :J o�jxZ ° �h o ! r • \ � ` .- J '••pt '<` ✓ "' p'Jg r � ° -- fin O � / J` F / / , ` \ —_ __ '7\ f i' .a�"C ' 1: l� o °� ° b6`��$a° °O c°ao' SC�o$a cSa ° - # y $aoo ao ; °o o / /` r' 0°0°0 0°°0� : p°o OGoO ��° ' ; QoQp (�oaoQoO °° o ° /' j' / ' \ �'c�:a _- __ _ -- _ e\) ; f j .� .. v SEDIMENT TRAP NO,4 / L U , �® G �/ ,-n �: ._ i ;' ;' .' ! A - .60 AC:, / � `-�„"`x 6 NIP 0 ' �� / / i 1 ' i' / /` <j �- '" - �� / / / / j'. ! ELEV AREA D Z ! C1 N / / :' t -'' l a /, / % / / BOTT i 130 /' / a 0 NAP A ' S\ ,/ fi�I ' / r / ''� Pas / ' / / 4.fl 1.0 • c�. / i / %' / ,/ I �/ / WET/DRY 341 / E/ - _ _,-. -__ ---.-- - - - ' %\" / 7' /' � / ,\' � / / • • / /' / 1 / 2.0 2.5 ' / / / ,- - .. / �\ / /` / 11 / / % / / /' DRY/WEIR 747 / ; / /` /' I - - - _- _. -_. - --- ' I' /' / iiiiii ,/ / / / / / - - ' \ /' ' / / Siff ' �lI X 35 / .®.....'°.•e°` �' / / / ,'WEIR 5.9� x 3.0 4L x fid} / / - \ 1 ; OP ' / , j j� (i / / \ - m„..• . �\� / 423.5 __ 4 4 �.� et _ �_- 77 t� V I 1 V /I ! I V V / /' % / / __ '� 4 . S FJ � � E VV- / I / � i / _ �o to __ / _>>'__ / I•-' ou/ ' / J /I / / s / "_ j 1 _..__ ._7 �_._ �...- .�� ...__..._ -®.... ..-�. _ :.-......,.-...� `�,.,.—<.,.c-- .,a� '-_ .•.--`-.._...,'.,— 4 5. _70-�'_._.,. '— I / ! /' / i / l i i '� I 11/ / .,�'' -- -_-- — J \ t '" P I .' V �-=- / / / ! /'" t "I. 11 V 1 1-1 / t . 'I-, 7 / I . - - .. / �11 I 0 20 40 80 7 \ _' / '' --- S - L /' 1 1 ; S'Tr1E I n \ \ � / I —: �` A THE WV. ALDORF SCHOOL 0 0 Albe-m-arle 'County, Virgi-ma I-quej!'! I I m � Ill ... ��ll��I I III 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, 08-28-06: MAJOR SITE PLAN AMENDMENT 6,10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS Sheet No.: 7, ///�>/ Scale: 1" = 20' Date: 05/01/05 Project No.: 0323 Designed: ER;BT;SRK Checked: RBM Sheet No.: 7, ///�>/ VESCH) � II General ��K��l�� Notes 1� EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED |N ACCORDANCE WITH THE 10y2 5� SURFACE ROUGHENING (E&S STD. & SPEC. 3�20) SHALL BE PROVIDED ON ALL SLOPES 8 ANY SEDIMENT �H|CH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT CONSTRUCTION- ENTRANCE PERMANENT SEEDING ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND E. & S. STD, & SPEC. NO. 3�O2 THIRD EDITION AND SHALL BE GREATER THAN 3�AND PLACED AT A SUITABLE LOCATION A� REQUIRED AND WHEN THE SITE HAS BEENIfflim E. � . SPEC, . . VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, � �SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING � TO K|NKUKSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, STABILIZED FROM FURTHER EROSION, �NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE SILT FENCE SEDIMENT CONTROL HANDBOOK AND y|RG|W|A REGULATIONS VR G25 -O2'00 EROSION - �- TREE ( 2� ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS EROSION AND SEDIMENT CONTROL PLAN BY ALBEWARLE COUNTY AND THE ISSUANCE 10. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE E. & S. STD. & SPEC. NO. 3�O5 E. & S STD' & SPEC. NO, 3�38 'AND SEDIMENT CONTROL REGULATIONS, � NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE OF A GRADING PER&|T, LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION, SEDIMENT ES2 THE �LAN AppRUNN� AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE AND REPAIR SHALL BE |N ACCORDANCE WITH THE METHODS OUTLINED |N THE VIRGINIA SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOWTHROUGH THE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER ' pRECON�TRU{)T|0N CONFERENCE, ONE WEEK pA|0R T{) 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. � N� } E� & S� STD� & SpE[�. N0 307_3 ��Y�\ DUST CONTROL ' SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING `�~~� � `�� (?9_ DISTURBING ACTIVITY, AND WEEK PRIOR TO THE FINAL INSPECTION. ' ' 3 EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TVV|OE VVEEKLY, AFTER STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN 1t A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A M|N|K4UK� 1 INCH BALLOOCK E83 ALL EA0G0N AND GED|�ENT C(}NTROL MEASURES ARE TO BE PLACED PRIOR T0 0R A8 THE ' EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RA|NFALL CIRCULATION �REA� AND E�V!�O��4E�TAL QUALITY. 8HUTOFF VAI VF �8UPPLY|NG A VVA8H �OSE WITH � O|A�ETER 0F t5 !�CHES F�A AD�(}UATE TEMPORARY DIVERSION D|KEOy SAFETY FENCE _^� _~ __~�� ' CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE T0 AN ^�'_� E. � S. �/u� a �r�u' mV� x' ~ - -��-�' ��r,�� E� & S. GTD. & SPEC. N0� 3.01 --� --- FiRST STEP |N LAND CLEARING. `~�- ~~__� � 4, PERMANENT AND/0R TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS APPROVED SETTL|NG AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED ES -4. A (�()py 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 ' � ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS. ��ny E & G STD & SPEC, N0 313 UC2 E & 3 8TD & SpE0 NO 33O0N THE S|TE AT ALL T|�ES' THAN JO DAyS SHALL 8E STAB|L|ZED VyiTH|N 7 DAYG OF THE LAST O0NSTRUCT|0N ALLAY DUST' AND TAKE VVHATEVER MEASURES NECEOSARY T0 |NSURE THAT THE ROADS �2� THE TE�PORARY D!VERS|0N D|KE MUST AEMA|N |N PLAOE UNT|L THE AAEA IS STAB|L|ZED.�^~~� � � ' ' ' ' � S. D. ' � � 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 0LEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. STDRMyyATER CONEyAN�E OHANNEL SILT FENCE DROP INLET PROTECTION T 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 �� E & G STD & SPEC. N0 3i7 ~�--'''^�---'-'~+ ON THESE PLANS (INCLUDING, BU N ' - ' . 0F SEDIMENT TRAPS TO BIO -RETENTION AREA SEE SHEET 4A FOR FURTHER DETAILS, PLEASE �-.�, E. S. � C. . � \�m^/ E. & S. STD. & SPEC, NO. 3.07_1 Vf�� THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE � . `�_° ~~~~~^ ��/ CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES. 7/77M OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY,�OUTLET PROTECTION / '% TEMPORARY SLOPE DRAIN ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION / / / . i� / CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS z� /I/ I / , f - ' �__ -, ' ", .::& /--IN I/ I Q �'. � 3.�' // ....., 15, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE, / JI � 11 / 42HEM135 . " @ EE: S - 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CON i . ! i I - _ -_ I.. 16. ALL SEDIMENT TRAPS ARE TEMPORARY. SEDIMENT TRAP NO. I WILL CONVERT INTO ONE / I ,Illoillllllllollll!lllill"!I;IllllllllllllllI I �� /I I I I/ 0 483,16 , '_ _.- : "'. . BIO -RETENTION RILTER. SEDIMENT TRAP 2 AND 3 WILL CONVERT INTO ONE BIO -RETENTION FILTER, I ' I — DRAINAGE AREAS __ ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 28A SI -1150 f I , '_ TP , ; . _� . - DA� , / / / 28MA 0 - _ 0 483.58 : 1T THE EXISTING POND AT THE EAST OF ENTRY DRIVE MUST BE CLEANED FOR MINOR SEDIMENT i I FILTERING � 1 0 484,7 DEPOSITION DUE TO CONSTRUCTION OF BARREL UNDER THE ENTRY DRIVE, rl_'�' , 1 0'2� / ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED i / I / \\" I 11 . I .-�� ", 1, N DEVICE. / / , '�` -7 28ASH15 " - -1 PLACE SAFETY FENCE AROUND SEDIMENT TRAPS 1,2 AND 3 AFTER COMPLETION OF PHASE 1B. I 0 4'Z'0"E / 1'11.'�' , I P ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND , � I ; I,/ .01 '��4 82, �0 9' 1 � Zzu � AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP i ! _ -, ; , / WINWRINIft - I 'kUl : I I ! , I / ''I'll . ,11- �' i I TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MAD I-- , / I / I - I " ii/ I P i 1, 11 I )_ __ __ " / - �e '�,_ ; . I . '/ 11 _lzz�" I / I / / i - 1, ,I _�_� T " ;/ I I DA #3 DOD / / / / . /'. '-,""' - I f /' OKI, 21 1 / / % , 8 16,90-D GALLONS I - " ( / . ' / L�' , 11 " I- kINE"Z5 ' I I / I I f� > k % ___J 'n3 / I . 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W,, � /eA F // / ' / '�T�' 2 / I 11 11 I . V -1 �' / . / I i i I .. I i I � !�'_'�' I'.' . - __"t. "I" --, / , I/ I / k 1 ! I - '.i&-: .. : �' � "," _' , -, - . // ; . I � , , ], \ �' N "I I , "'�' :' �� ,. " - 0, �_ '; , " , - L__ B � ' . , " , .'/ , /1W / /( @ INV, OUT 3 5 " I c@m�� -_�� y�� A� �A CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 30lEAST HIGH STREET CHARLOTTESVILLE, VA%2902 t: 434-979-7522 f: 434-977-1194 0 -, 'Y"" ", 4\_ \_- I. 1\ _ \ 11 ' ,qlll* " , � / llqm 1\ " \ 11 1!61_<a1_ 1 �50 ' McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans ore 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 I Sport Concepts, Ltd. '' ,."'� .1 / _ - __ _�'� " . - I ; . i -C , /� ' ... I'.,. 'T"V W , , / I/ I/ . , (( 1 C'4' 1 1 . . 0 \ / / ___77� / , 1z I I . (_ �) \ I . " 1 468.43 . / / / ! / I I U . �', \1 -36POP140 / / . / . / z I" DD " "I, Scale 1"z20' Contour Interval=TWEIR / 5.6 x 1. 0 (L x W( / "-_ __ - __'_'. I -1 Z_'___ - _ --- ', Evv- // , ,,, ) I ':'... / ' z / : " - \ J I . 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VA. DATED APR� 1Q' 2VO4� / ' ' � / / / � / / / / � �� / / 0 ,/ /� / / �8 / \ -\ / �� » � / / ' / / ` ' / -^��r| � \ / / / / / � } / / / � / -- ----^ / | / � / / / / � / � / � / / / / /� / / / � / / / ' �� / . ' ' / ' / � ^ / � / / / / / / / ^. / /* / / ' / / �\ / / / / /' \ ( � \ // / ~-- y / / / / \ � � __ / � / / / � / � / /'_____----------�' / /� � / / � \ / ' / /� / / / / ' / i � \ ________----7- , / ` / ,~,.- / / / / /�� Q�\ / '/ \ // .�/ / � / �� /,' �� ~, _�� 1 PHAG|NG AS SHOVVN |N THE OONTEXT �AP A�� WASTER PLAN� 2� APPL|��NT RESERVES THE R|8HT TO ADJUST THE PHASE L|NES OR SE{]UEN0E DF PHAS|NG r- �O LONG AS NU |ND|VK}UAL PHASE O�USEG ADD|T|0NAL PHA3E� TU BE JE0PARD|ZED� \ > 3� PHASE 1B |NOLUDEG' BU|LD|NG�2. ENTRY DR|VE (8AAVEL BA8E[ CURV|L|NEAR PARK|NG LDT(GRAVELBA3E). �`�� '�`� �� ^- p*�mm� LU| m�� uu|�U/m� �Z \ \ 4. PHA3E 2A |NCLUDE�� ENTRY D�|VE AND CURV|L|NEAH PARK|NG LOT <PR|KXE AND TRiPLE SEAL)' B0LD|N8 �1' \ BASKET B�LL 00URT , \ r] \\�� \ � \ cn ~ ' ^ ` » _- -~~~ / / o/ / / / / '/ o^\ / \`� \ � � �* - � . � � . ��/---\{ �� \�� _ '_ � _ � ~` � ��, / / ' ` ` � ' ' ' �� } � \ \ \ �` / \ \ � / / * � x / \ � \ »` ' � / / \ ' / � ' ' _~ \ ` ' ` / ' ' / / l \ \ �0«�~ " ~ / �- `~~� / / _~ \ \ \ \ ' - /' ' /'' `~ ~° / /` �� / / ' \ \ \ \ �*wr� ��Dn~ �� `�� / ` � / �/ `�� -`v / / \ , � \ � \ ,, | �� °~ '�»��_ �o,- // / �� ,� `~`- ./ ~ �° � / `w�/// / �� /� / �� / �� \ ` ` � \ ' l `�� «�� ` � `�- / / � � / | / / � /' ``~~_ / / / ' [� �' / / / / /� » ��dm� �09-I%'U�zC[YD2�I��CI&�*�D�I� 2.10-20-O��{�l��%��CX8�v�I�J�8 �.12-01-0��(]lJy��YC{�\�v��) 4.O��A�B��S/��(I�O�3�JI� 5.U��8~O6� ��OM/�0��7�� / / / �� . � / / / / / // � / y / � / / / � / / / � / / / / / / / / � / / / / / � � / � / / / / �/ / � / � / / - � . � � . ��/---\{ �� \�� _ '_ � _ � ~` � ��, / / ' ` ` � ' ' ' �� } � \ \ \ �` / \ \ � / / * � x / \ � \ »` ' � / / \ ' / � ' ' _~ \ ` ' ` / ' ' / / l \ \ �0«�~ " ~ / �- `~~� / / _~ \ \ \ \ ' - /' ' /'' `~ ~° / /` �� / / ' \ \ \ \ �*wr� ��Dn~ �� `�� / ` � / �/ `�� -`v / / \ , � \ � \ ,, | �� °~ '�»��_ �o,- // / �� ,� `~`- ./ ~ �° � / `w�/// / �� /� / �� / �� \ ` ` � \ ' l `�� «�� ` � `�- / / � � / | / / � /' ``~~_ / / / ' [� �' / / / / /� » ��dm� �09-I%'U�zC[YD2�I��CI&�*�D�I� 2.10-20-O��{�l��%��CX8�v�I�J�8 �.12-01-0��(]lJy��YC{�\�v��) 4.O��A�B��S/��(I�O�3�JI� 5.U��8~O6� ��OM/�0��7�� `f . / / / / fP _�� I / / {wading and Utility Notes - ONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION / STRUCTURE TYPE / INVERT IN / PIPE DESCRIPTION / / / / / / ,I ` -- 1-1`1 "I IIII-11Z/ / Storm Sewer Structure m�� /r/ \ 1-1 �' 1-1 1 1. ALL SITE GRADING AND DRAINAGE C / / / LIMITS INDICATED ON THE E&S PLAN, / / / (� / ,/ / t 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS / / / f� // / // t TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS / / t I FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. ' / / f f I / f / / /// / /, / / s_x _ - x , /_ .._ +.._hr� ^1s l / f / -•- 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS„ /' // � f // / /' ff 1.1 ---- J�,,,..•��""''"� J r I �s CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (Le. CABLE, TV, GAS, // // ff /r /' / /// / // ✓ `� �_r,/-'-lam rJ� l 4. C /' / 1, STRUCTURE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT .OUT PIPE DESCRIPTION # CISTERN OUTLET 479.00 475.25 472.50 53.50 L.F. 15" RCP \ `:��`"- \ 'i Df-# 447.00 447.00 443.25 4.50 L.F. (HEIGHT) 24" RCP \ \ f;;. \ BARREL 446.00 443.25 442.00 93 L, F. 15" RCP 4 YARD DRAiN 468.40 467.40 466,4fl 104.6 Lf, 6" HDPE DI -7 452.50 448.00 444.00 96.28 L.F. 15" HDPE ELECTRIC). / / / /' // f -r ,-)- r� AI / / / °°/ // // / / f/ x----- .. -- it tiJ >-----,-,--a83.0 i 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS /' /° r / / / x / r / ,153.33 ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH / / / / / / x O �.• / v' BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER / / / J% / PRIOR TO INSTALLATION. / / / / / �- --�";;;;. -'f q� /� _J.�-` .G ` ;. `,`�� - 0 / x Jf / / / / / / / 1 `X �_' ,-,�.v -s_ ` / ---- l � t� x 1° 484,01 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH // / / X'�� WO i �f /--''"- r / �� / x / / ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING �` / // - -`"`-X / i JJ'`� .� . /rT, 18 1 / �- ARE NOT PAINTED. / / �-�-I " ! i r= { / f fAe -- 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER: f / / )'G S�5A�K'X�G!� �� / / _ - / 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER, SERVICE PROVIDER /11 /11 / /' _� � / -�� / / / ONTRACTOR SHALL TURN UP AND CAP ALI / / / - ' '/ -, Y �V /^�f + -- f - / 7 l j~ ~ SHALL PROVIDE PULL WIRES TO CONTRACTOR C CONDUITS. I �/ / _-__ - - -- - =4..99 - / i .G-'"'�- � ; � �� ,.rte �''"�,-,;- rte' ® ,,� _ - ,' � ` .-� " axe- -' "''s f �� :`., r / / / 9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER, GAS METERS SHALL NOT BE I t ------, 1 /1 JJ / ,/ � ,` . Y i t x r / /C \ / LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). r 1 4. .9 f 'I 50. 10 x s / 4 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR -��~ 1 / / xf O / / /r ! !' �� % 7i �' / \ ,-� ,� -r 77.89 ; r v"`��` v / / ' / ri /' f \ , , ' > ` -__ x _:" 'I , ��`\ lI I % Ix { l l rr 1 / I \ / \ J 10 ! i ,r {'� l l / / % . r y i 1 I ' . 11 I t / TO INSTALLATION. /l i1. ' / �.,16I // e f J r 1 ! } . I� i / , � x � �, �r l / / - / "`- TC h , , ' ' F 1' I 1 11. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT! ,` r / ` k k \ ENGINEER FOR BEST LOCATION. i I / ` /` / �ts� f % �r I / 1 / / .. /. a � b 47 .30\, 4 I I �;2./�0 f I / I / / I / f / ! fZti \ 1\IlX i 1 I 1 } 1 1 0 i I J ., l / / / I - - /} 2 2 I / // / , } r'y f� ?n \ t� \ I ;7 1 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. // �� -! -",� / / -)-.� // / i // p �'�,'':'i'`,. _C ? / / � // � � x i sr ( l _ �-''I 7 �J l ? �•^L t / , r / f w^' ,-.. wd , F F t ,� 4 .� I , ' tl \ r i / / ✓ Gini /.. s 5 G. { / i / ° /� )J �_(_ ! f j✓) r ` ( .-)/} / / / ( /' C� S �\ / c J ''rte ` 4NMO- '" \ ! °( 1 x / �� o J t/J // �t4 // °°f ') I I-�--l�J / ( f / // r f -� • / // / gU1 6� / cc`i �/ -, y ' / -'C.'t /` v / ! / rr , /" 483.�� CJ L / / / 20 r/ .d. f ! /, 4� 1l t a�F qti Lr �Y..- C`��p!}`/ t \\@. 1 / '-1 / T l ! X L / � b / _ _ T x{11 } x I / / -I / r T1/ 8,3.40 X / l / �i / / / ` -, t�c�_.1/ !/ // / _� �{ '" � J l {y l / ( / / / - '`J % / _. / �� / f ft S r` I �J"`� y { S yl Y/ 5 I \ I i , % x, -..J- . I 486.76 it / �/ t 1 ,, :' 1 , r / ' v ? \ I (fpc \ t / � / i . 4 . ?* / / / x _, / ! i - -- -- to t \ \ i / i/ // / / �i i / / / / ll / o I ✓/ // 4 �^ // / �-- •Io X X04,.;9 �r 4.54'.9/ \ rj t. / X 55.5 t x \ \ / {/ klw / r l / ( 47£% 44 / x l8�, . 8 ( ®` / i - '/ /� r :,: . 9 / o, a t ; / \ 11 / / / / / i I. X t � / / `IJ,-/ ••j<',' / // ,, �• i ,^ 1 yI!\t \ i / l I t { f ` / .i ✓�-, -111 / Y,/ / , 1" / ' : +1 . `' it t Z 4 J �m 1 1 / / / / , I S i / _,-, r r / �' -1 k <:v . h Ort jGC� `r I LO / t X � 57.20 / I / t r ; I f / / , h I Y R\I / r 1 �. < ; ' " Si ,--_,--`- / f / 1 -0 /„ �T ` 1 .. ..'=r' I / ! / iii / (((}�� )� r :�, -'s I 1 X 1 I f / / C... �/� Y - - d t'`J/ �J `V / / w f, {tel t i O \ % // // / I I !I / / / / i p 0 �,', 467 , 1. / kr 2 i s I, x J ! / / �° / 1 I t I a• l ��0 f +! - / �/ �(/�(�/ `1 '" ,APvz5 4 -� -( i t� t , i %` i / ! / / J' l i 1 I x 483.01: J t (J Mul i / f / 467,5 !; :' I �� /�� GI/ /:= z rlvll 2 t / / y .7,,. 1 / ( I / 4z 0..32 i / tiI CS /f /�` / ,-T ER z 3 z �'4v} t j / �/ / / r// // 11 i // x / 1' 471.81 •l,. 4?2.85 / / f I �� I �fz��O' ! fl VAUL`�� / ..' st , / I / l !r / j x ! /68 I r° t /f /' / I 6 l / / g I :'� 42. j / /' �,C I / r ,f / - / { Q I ��i r / l�, i 'S('' f / - �, a .cf } I a L ✓r� s11-11, 1 \ r 3 / / ! I / , i 8 I / % ''. �:'. // r yl /`\:f' �~ I ter= ' 1 �'�� / r '"`' �-� i� �`+ 1 �C i r/ l i i / / r i J / / ( t 4 66. -- Tcc /cc 1 �. , �= = / / f ' / r / / / ` / / / i 4-T Q x' Q / / l s 14,1.1 1 _ r - 6. z, /! € l (1 \ / / /' / / ,° { (Jm� i458 I % 9< / f Fx taL ��-� = _ I t / I i ; X 4833.01 / / / / / / / ! I O" '� �j1.�_ 1457.6, ff , i 4 /i 9 v-"/ �~ 4,59, V3 \ \ l I X 164.✓7 /r / f ! { '�� , // / / / // // f/ \ �� °` 457 7 , + h / / %! /}°� \ x fir- �Y��~ Ry'� I I \ \ / w \, / f / / f , � <C C.> tr I I ; / , --- % { \ / / \ U 4'1 Z�J� a /1 / % / of i , 1 a- / I � x l�G� _ \ \} / f \ \ \ f /i / / / f ` I I4�/` `'t CONT,iACTOR TCCA 1 4° zlt k IN' \ \1{\ / / g°✓ \\ \ \\ I / b�' //`' // /% f /QQ(��c'.9 / / ! CONNECT PROPOSED _.,ti' \ ---- ...•. ._- r x t l ,/ 4 r,5. C.� / �'` '(� �i �-L: /�O"Z/ i� i (I , i iC Y ` \ - �,^" ,? P+ ,i"....,r`^�"f�/ �/a � `r < ' .+ 1 / / / V` YNATER NERAL AND 8" /` r i I \1 \\ f \ \ \ I / ° // / f v /�� / r iT t VIS a r - f I )) i / 1 / / / -1 I / / // ? i i / I �/ !' Itt 1 \ \ \ I � \ \ I /I i\ ) \. t � \ \ � I i � 1 I 11 I / \ I I I ) \ I I •,764.9.5 1 \ f r .�J-- `-1 / 1.i- 1 r_. -, \ ; (- L'- / / j� \ ! C• / I I I {' ` \ I I /` \ I � /, '\ /y-`/-YYY^r-Y-`.r-Ylr-', � { C I r, Ic r i �-I V' I -t' } r' t / fir -C- \ � \ � \ _,/ } \ \ \ \ \ \ j✓ \ .: y \1 \ �, \ \ � \\ � -VI \ \ \ J -e \ { \\ \ T) I � 464.0 J\ f- \ \. \ 4 1 / ,.®� - / / / / .r \i` / / Q � �� C/"' \ )! . / /Y / 1 J '> ' / s k '. .. + , , T✓' i f lid :.. / ... �� L VATER LINE TO EXISTING G.' , 7 , 3 ,{ ,� t r� x S S� 35 iI \\ \ e I / �/ / // /,' /// \.) /4'J6.0 466." // -,4e r�Ci,?Q�/ I j/ ff / 135° BENDi �3 j`tz \ttfNNX = sem` /g \ \, 4)''604\ \ I // �� /// / / �/ /'/ , Q� I �j I f f ® J[]v \ \ 11 \ \ 'I i / / / / / e' & / l l l / / `i� r o�l `\ r )r ( , A xs / \, / S / / /4.54,. �r/1 STANDARD VDOT J$ 5g r, 4 . /, /�< 4 / 11 \ \ j / / / � / J' / s i 'f % / a C I l' n T< y y z s . i \ 11'11.\ \ �� \ 5 / 48126 :f' _ �H ;/ / / 7 / / d } I ! 1 GRATE INLET DI-# / J u }n�r�z J?>\: -2r ' ,/11 \ 1 // '` \AG\ pF / // // / 2 / ARQp / ccs\ j ! \ © OVT 8504 ' > ` � „ / ). l C i S GAJ c} 7(l , % ,I \'�~'r t:r t.+, ,}" .-, f7 yr ✓.,-:". .-*. .' / q /f U \ 9 I / [,�G �7�� / // P // 0S / C Ca / !/ rL¢rr Cnp lvJn3 f }t / / / / \ \ I PE/ i / / r 11' / r 4� / f / a i Cu ,. ?, <-` i,n'•% / x152.9 i C , I /�/ o f f / j r ;2 Fv?y ">J`y a rr; c` : l I / / /' Q \y C x;z.:G tn, a ti-�,, •'J < 4 3.i7 / J �, 80 My / r' r� l f I , t:, ,-J i_vl,r -Y'' 4::t r ,s� l / ! f' c%�' 1 r / ~, \ \ t .:I. ✓' i /� i ..•'° / 'V / x Y + -a` C''C,,`vq...<. 1 .,�.%LWT? -�• j I \1/ / / / � / /T l / y L 452.5/ t;•. , ^C ': r.. c , ;,yc; � ;$;•d.)v :,>r..: a'. 453.5 -t' -t / / / , \ i \ ✓ / / / F f :r , : �- / / 469.98 \ I / / -1 'I- i il ,n; z, tai/ / / \ I f \ } � / I �. � . uG � L � I 53.5 .�: � P / / / \r 4134.55 // / / / /1 7 i \ \ v ? � >1 d ; ,'c -A �U' I / ,\ I \ I O ✓/ / / / / 54 /2 R / �, i ®~`\` o JL {'Ji jt )fir {'S5" i /' r )� / / \ 1 \ �"�- '1/TCi i5 / / / ''-�'� rxr C r d (�}( "�?,;a.? ` / � / i \ \� S\a�Nl PV \ \ J,N % , \ � -1 / \i \ -� ` 11 _ / \ \'', \ , , \\ \� �' �a \ \ e \ "I \ . '"I _� \: meq : \ \ \ \ �\ \ 11 , a ``e,, 4 \', % \� \ \ X ��ti48 \\ y; \ \ \ \ Q \ S , k , \ - \ \ 0 r �' \\ \ ` e� \ Q \ / , �� c `',`mac \r r C / ;n rt v l J ll., ` /, IV y u Designed: ELECTRIC). / / / /' // f -r ,-)- r� AI / / / °°/ // // / / f/ x----- .. -- it tiJ >-----,-,--a83.0 i 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS /' /° r / / / x / r / ,153.33 ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH / / / / / / x O �.• / v' BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER / / / J% / PRIOR TO INSTALLATION. / / / / / �- --�";;;;. -'f q� /� _J.�-` .G ` ;. `,`�� - 0 / x Jf / / / / / / / 1 `X �_' ,-,�.v -s_ ` / ---- l � t� x 1° 484,01 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH // / / X'�� WO i �f /--''"- r / �� / x / / ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING �` / // - -`"`-X / i JJ'`� .� . /rT, 18 1 / �- ARE NOT PAINTED. / / �-�-I " ! i r= { / f fAe -- 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER: f / / )'G S�5A�K'X�G!� �� / / _ - / 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER, SERVICE PROVIDER /11 /11 / /' _� � / -�� / / / ONTRACTOR SHALL TURN UP AND CAP ALI / / / - ' '/ -, Y �V /^�f + -- f - / 7 l j~ ~ SHALL PROVIDE PULL WIRES TO CONTRACTOR C CONDUITS. I �/ / _-__ - - -- - =4..99 - / i .G-'"'�- � ; � �� ,.rte �''"�,-,;- rte' ® ,,� _ - ,' � ` .-� " axe- -' "''s f �� :`., r / / / 9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER, GAS METERS SHALL NOT BE I t ------, 1 /1 JJ / ,/ � ,` . Y i t x r / /C \ / LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). r 1 4. .9 f 'I 50. 10 x s / 4 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR -��~ 1 / / xf O / / /r ! !' �� % 7i �' / \ ,-� ,� -r 77.89 ; r v"`��` v / / ' / ri /' f \ , , ' > ` -__ x _:" 'I , ��`\ lI I % Ix { l l rr 1 / I \ / \ J 10 ! i ,r {'� l l / / % . r y i 1 I ' . 11 I t / TO INSTALLATION. /l i1. ' / �.,16I // e f J r 1 ! } . I� i / , � x � �, �r l / / - / "`- TC h , , ' ' F 1' I 1 11. ANY ADDITIONAL CUT/FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT! ,` r / ` k k \ ENGINEER FOR BEST LOCATION. i I / ` /` / �ts� f % �r I / 1 / / .. /. a � b 47 .30\, 4 I I �;2./�0 f I / I / / I / f / ! fZti \ 1\IlX i 1 I 1 } 1 1 0 i I J ., l / / / I - - /} 2 2 I / // / , } r'y f� ?n \ t� \ I ;7 1 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. // �� -! -",� / / -)-.� // / i // p �'�,'':'i'`,. _C ? / / � // � � x i sr ( l _ �-''I 7 �J l ? �•^L t / , r / f w^' ,-.. wd , F F t ,� 4 .� I , ' tl \ r i / / ✓ Gini /.. s 5 G. { / i / ° /� )J �_(_ ! f j✓) r ` ( .-)/} / / / ( /' C� S �\ / c J ''rte ` 4NMO- '" \ ! °( 1 x / �� o J t/J // �t4 // °°f ') I I-�--l�J / ( f / // r f -� • / // / gU1 6� / cc`i �/ -, y ' / -'C.'t /` v / ! / rr , /" 483.�� CJ L / / / 20 r/ .d. f ! /, 4� 1l t a�F qti Lr �Y..- C`��p!}`/ t \\@. 1 / '-1 / T l ! X L / � b / _ _ T x{11 } x I / / -I / r T1/ 8,3.40 X / l / �i / / / ` -, t�c�_.1/ !/ // / _� �{ '" � J l {y l / ( / / / - '`J % / _. / �� / f ft S r` I �J"`� y { S yl Y/ 5 I \ I i , % x, -..J- . I 486.76 it / �/ t 1 ,, :' 1 , r / ' v ? \ I (fpc \ t / � / i . 4 . ?* / / / x _, / ! i - -- -- to t \ \ i / i/ // / / �i i / / / / ll / o I ✓/ // 4 �^ // / �-- •Io X X04,.;9 �r 4.54'.9/ \ rj t. / X 55.5 t x \ \ / {/ klw / r l / ( 47£% 44 / x l8�, . 8 ( ®` / i - '/ /� r :,: . 9 / o, a t ; / \ 11 / / / / / i I. X t � / / `IJ,-/ ••j<',' / // ,, �• i ,^ 1 yI!\t \ i / l I t { f ` / .i ✓�-, -111 / Y,/ / , 1" / ' : +1 . `' it t Z 4 J �m 1 1 / / / / , I S i / _,-, r r / �' -1 k <:v . h Ort jGC� `r I LO / t X � 57.20 / I / t r ; I f / / , h I Y R\I / r 1 �. < ; ' " Si ,--_,--`- / f / 1 -0 /„ �T ` 1 .. ..'=r' I / ! / iii / (((}�� )� r :�, -'s I 1 X 1 I f / / C... �/� Y - - d t'`J/ �J `V / / w f, {tel t i O \ % // // / I I !I / / / / i p 0 �,', 467 , 1. / kr 2 i s I, x J ! / / �° / 1 I t I a• l ��0 f +! - / �/ �(/�(�/ `1 '" ,APvz5 4 -� -( i t� t , i %` i / ! / / J' l i 1 I x 483.01: J t (J Mul i / f / 467,5 !; :' I �� /�� GI/ /:= z rlvll 2 t / / y .7,,. 1 / ( I / 4z 0..32 i / tiI CS /f /�` / ,-T ER z 3 z �'4v} t j / �/ / / r// // 11 i // x / 1' 471.81 •l,. 4?2.85 / / f I �� I �fz��O' ! fl VAUL`�� / ..' st , / I / l !r / j x ! /68 I r° t /f /' / I 6 l / / g I :'� 42. j / /' �,C I / r ,f / - / { Q I ��i r / l�, i 'S('' f / - �, a .cf } I a L ✓r� s11-11, 1 \ r 3 / / ! I / , i 8 I / % ''. �:'. // r yl /`\:f' �~ I ter= ' 1 �'�� / r '"`' �-� i� �`+ 1 �C i r/ l i i / / r i J / / ( t 4 66. -- Tcc /cc 1 �. , �= = / / f ' / r / / / ` / / / i 4-T Q x' Q / / l s 14,1.1 1 _ r - 6. z, /! € l (1 \ / / /' / / ,° { (Jm� i458 I % 9< / f Fx taL ��-� = _ I t / I i ; X 4833.01 / / / / / / / ! I O" '� �j1.�_ 1457.6, ff , i 4 /i 9 v-"/ �~ 4,59, V3 \ \ l I X 164.✓7 /r / f ! { '�� , // / / / // // f/ \ �� °` 457 7 , + h / / %! /}°� \ x fir- �Y��~ Ry'� I I \ \ / w \, / f / / f , � <C C.> tr I I ; / , --- % { \ / / \ U 4'1 Z�J� a /1 / % / of i , 1 a- / I � x l�G� _ \ \} / f \ \ \ f /i / / / f ` I I4�/` `'t CONT,iACTOR TCCA 1 4° zlt k IN' \ \1{\ / / g°✓ \\ \ \\ I / b�' //`' // /% f /QQ(��c'.9 / / ! CONNECT PROPOSED _.,ti' \ ---- ...•. ._- r x t l ,/ 4 r,5. C.� / �'` '(� �i �-L: /�O"Z/ i� i (I , i iC Y ` \ - �,^" ,? P+ ,i"....,r`^�"f�/ �/a � `r < ' .+ 1 / / / V` YNATER NERAL AND 8" /` r i I \1 \\ f \ \ \ I / ° // / f v /�� / r iT t VIS a r - f I )) i / 1 / / / -1 I / / // ? i i / I �/ !' Itt 1 \ \ \ I � \ \ I /I i\ ) \. t � \ \ � I i � 1 I 11 I / \ I I I ) \ I I •,764.9.5 1 \ f r .�J-- `-1 / 1.i- 1 r_. -, \ ; (- L'- / / j� \ ! C• / I I I {' ` \ I I /` \ I � /, '\ /y-`/-YYY^r-Y-`.r-Ylr-', � { C I r, Ic r i �-I V' I -t' } r' t / fir -C- \ � \ � \ _,/ } \ \ \ \ \ \ j✓ \ .: y \1 \ �, \ \ � \\ � -VI \ \ \ J -e \ { \\ \ T) I � 464.0 J\ f- \ \. \ 4 1 / ,.®� - / / / / .r \i` / / Q � �� C/"' \ )! . / /Y / 1 J '> ' / s k '. .. + , , T✓' i f lid :.. / ... �� L VATER LINE TO EXISTING G.' , 7 , 3 ,{ ,� t r� x S S� 35 iI \\ \ e I / �/ / // /,' /// \.) /4'J6.0 466." // -,4e r�Ci,?Q�/ I j/ ff / 135° BENDi �3 j`tz \ttfNNX = sem` /g \ \, 4)''604\ \ I // �� /// / / �/ /'/ , Q� I �j I f f ® J[]v \ \ 11 \ \ 'I i / / / / / e' & / l l l / / `i� r o�l `\ r )r ( , A xs / \, / S / / /4.54,. �r/1 STANDARD VDOT J$ 5g r, 4 . /, /�< 4 / 11 \ \ j / / / � / J' / s i 'f % / a C I l' n T< y y z s . i \ 11'11.\ \ �� \ 5 / 48126 :f' _ �H ;/ / / 7 / / d } I ! 1 GRATE INLET DI-# / J u }n�r�z J?>\: -2r ' ,/11 \ 1 // '` \AG\ pF / // // / 2 / ARQp / ccs\ j ! \ © OVT 8504 ' > ` � „ / ). l C i S GAJ c} 7(l , % ,I \'�~'r t:r t.+, ,}" .-, f7 yr ✓.,-:". .-*. .' / q /f U \ 9 I / [,�G �7�� / // P // 0S / C Ca / !/ rL¢rr Cnp lvJn3 f }t / / / / \ \ I PE/ i / / r 11' / r 4� / f / a i Cu ,. ?, <-` i,n'•% / x152.9 i C , I /�/ o f f / j r ;2 Fv?y ">J`y a rr; c` : l I / / /' Q \y C x;z.:G tn, a ti-�,, •'J < 4 3.i7 / J �, 80 My / r' r� l f I , t:, ,-J i_vl,r -Y'' 4::t r ,s� l / ! f' c%�' 1 r / ~, \ \ t .:I. ✓' i /� i ..•'° / 'V / x Y + -a` C''C,,`vq...<. 1 .,�.%LWT? -�• j I \1/ / / / � / /T l / y L 452.5/ t;•. , ^C ': r.. c , ;,yc; � ;$;•d.)v :,>r..: a'. 453.5 -t' -t / / / , \ i \ ✓ / / / F f :r , : �- / / 469.98 \ I / / -1 'I- i il ,n; z, tai/ / / \ I f \ } � / I �. � . uG � L � I 53.5 .�: � P / / / \r 4134.55 // / / / /1 7 i \ \ v ? � >1 d ; ,'c -A �U' I / ,\ I \ I O ✓/ / / / / 54 /2 R / �, i ®~`\` o JL {'Ji jt )fir {'S5" i /' r )� / / \ 1 \ �"�- '1/TCi i5 / / / ''-�'� rxr C r d (�}( "�?,;a.? ` / � / i \ \� S\a�Nl PV \ \ J,N % , \ � -1 / \i \ -� ` 11 _ / \ \'', \ , , \\ \� �' �a \ \ e \ "I \ . '"I _� \: meq : \ \ \ \ �\ \ 11 , a ``e,, 4 \', % \� \ \ X ��ti48 \\ y; \ \ \ \ Q \ S , k , \ - \ \ 0 r �' \\ \ ` e� \ Q \ \ �� c `',`mac \r r C \\ ;n rt v l J ll., ` + IV y u Designed: �; N y�rt. ��-yy (- Checked: REM \ `:��`"- \ 'i io., \ ;a �`r \ \ \ f;;. \ CYJ"J -) C �' -� C �"I T � '� kt >%'I,r\ r�, `� )� \ a �,c car, -O `- '_ .\ '1� )"Vii; C:y:,(J%'�C \\ ��(�$, -- 11 1�. V --- I \ � \ '�' , '- 1'� -1 I- I '� . \ .-� ,I- \ \ \� , , \ +_ 4,50.31 \ 11 6 DIU ,\ Cj' \ l /I � ': / / / / ) I i - , / ! 9 `1 / / / f - _ / / J \ , 1, Q ¢ , o \\\�J^r_ \-c,.�i`,f''`- R/ `d I \ / i / / / r ! , / / / ( "I ( / `ll ++ / ,, o _ 4 }-t mac,5:;i1, I " i !-\ \` Ir -+ -.- ✓`� ! r '/ �--•}�y. / / 1 g \ ,,. '(4•+""- - r'?, i \J \ ,, J ,,cr, (� r' �, I fy' + % i ' / / / .� / / 483. <�, / / / / - / r / / /� / . 1 , "4 I / % / `t, x r11 \"... 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Ali 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. NL H OP V 11 ROBERT fB. MCKEE� NO '778 o1-1 vISG � w� �(, I THE WALDORF SCHOOL Albemarle County, Virginia Revisions/: 1.09-12-0l5: COUNTY COMMENTS 2.10-28-015: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05-24-016: ACSA COMMENTS 5.08-28-06: MAJOR SITE FLAN AMENDMENT 6,10-02-016: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS Sheet No.: 1 '� -- 0 Scale: 1" = 20' Date: 105/01/05 Project No.: 0323 Designed: ER;HM;BT Checked: REM Sheet No.: 1 '� -- 0 i 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 Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. NLT'H op L THE W.I. ALDORF SCHOOL ROBERT (B. MCKEE� NO 778 4WA' 0 w� ® 9 Albemarle County, Virginia Revisions: 1.09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS 4.05-24-06: A.CSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-%: COUNTY COMMENTS 7.11 -03 -Orli: COUNTY COMMENTS Scale: 1" = 20' Date: 05/01/05 Project No.: 0323 Designed: ER;HM;BT Checked: RBM Landscape Notes 1. SEE SHEET 13 FOR ALL PLANTING DETAILS. 1. MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM . PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH 2. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE L|K4{T8 NOT LOCATED IN PLANTING BEDS. OF CONSTRUCTION OR NOTED NOT TO DE REMOVED. 2 STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW WITHIN DR|PL|NE OF EXISTING TREES. CONTRACTOR SHALL CONTACT MIX SPREADING SHALL BE PERFORMED IN A WANNER THAT DOES NOT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION COMPROMISE THE INTEGRITY OF THE SLOPE DR (NAT UF USED). SLOPE EFFORTS PRIOR TO KXOB|L|ZAT0N, ALL TREE PROTECTION MEASURES PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN SH�LL BE APPROVED BY OVVNER' 8EFORE ANY C0N�TRUOT0N PR0DU{|T. 0ONSULT LA ��D EN{}|NEER PR|OR T() {}RDER|NC FDR TY9E A�D ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO MONITOR (]UANTI TY, TREE� FOR STRESS AND/0R DAMAGE AND ADVISE OWNER, LA AND TREE ARBORIST OF ANY 0C0UAANOE. 3. CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED 4, CONTRACTOR TO NOTIFY OVVNER' LANDSCAPE ARCHITECT AND/OR BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION 4. PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REOUEST, MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE YV0AK HAS BEEN COK4PLETED, NO WORK SHALL BE DONE WITHIN DR|PL|NE OF 5, PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. EXISTING TREES UNLESS APPROVED BY OVV0EA, LANDSCAPE ARCHITECT PRIOR TO WORK. 6, ANY PLANTING DESIGNATED TO BE MOVED SHALL BE DONE UNDER THE SUPEA\V|S|ON OF OWNER AND/0R LANDSCAPE ARCHITECT. 5. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DR|PL|NE OF ANY EX|S|TNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE -� / �-~�-- EX|ST|N{� TREES THE PREFERED METHOD FOR GRADINGS AREAS __� . 11 / ,�-__' ' WITHIN THE DR|PL|NE SHALL BE DONE BY HAND. LARGER AREAS TO BE ' / .___-_--/ / GRADED MAY BE DONE WITH A SMALL BOBCAT {)R TRACT -HOE. / / ___/_-~--- / / _--.~_ 0 CONTRACTOR TO DISCUSS METHODS (}F GRADING WORK WITH OWNER,AND \ / � -J -------- / / / ' / 1 --- / / — __� �'�_ - - __ - -- _~ / LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY / _-_'~'- / / WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN / _______ ~~'-�-' // / / EXISTING OR|PL|NES. \ cz / / / ' ~- / / ' K / / .�' / K 7� ALL P.LANTS^ HAVING QUANTITY. GREATER THAN ONE-�) SHALLBEy `� � '/ ,/ _r/ / CODE SCIENTIFIC ^I -Ations (Additional Canopy to Previously. Appr COMMON OTY CALIPER SIZE TOTAL CANOPY PLANT CANOPY CALCULATIONS: T[>T�L SITE ��EA. 13�3S �0 TOTAL DISTURBED AREA: 3,54 AO PROPOSE� CANDPY AREA (11B): 0.2 AC 1, SEED MIXES FOR ST0AK4VVATER MANAGEMENT SHALL BE RECEIVED FROM: ER0ST CONSERVATION SEEDS' 9000 MERCER P}KE, MEADViLLE, PA 16335, PHONE: 800.873.3321 FAX: 814.338.5101. www.ernntaued.00m 2. BOTTOM OF VEGETATED SVVALE ALONG ROAD — RETENTION BASIN FLOOR SEEDING: ERNNX-127 3, SVVALE SLOPES — NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 4. CONSULT WITH LANDSCAPE ARCHITECT BEFORE SEEDING DESIGNATED AREAS. �x/u��u *mu �orrucu rnoM ,nc oMm� auun`,c krcn �rcm�a/ 'CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT I j I -) I I I /MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF / / ,1_j_,,,i--1-�, __�_. 11 I , ./ I'_��\ '�SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION, / / / _)_ I "_�', 1, la_?7�7_ I i8. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE / / I 11 ?ARCHITECT PRIOR TO PLACEMENT OF ORDERS, CONTRACTOR SHALL / i /SUBMIT THESE SUBSTITUTIONS IN WRITING. V ! . ,9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL -,_),,_--"�-4' 1 / , /PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL i I/ ./ I I j I .PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE I / I . I ,`ARCHITECT 48 -HOURS PRIOR TO DELIVERY. I / � I _�_/Vl \ 46, 1 . e/ I / i \1 1 . � 14i" � % / "I i )W(4, 9600��0105 , 061 *1 I \ "I ! IN 1) �4 0�\ \. \ j - b z � M, , _�, '" - ", - I - ; ), >'< 4 6 5', ' ' ' '465.0 I- """-�',�P'"�-10-1,��'cj��'00 1, \ 468.81 \ -1-1 11 - __ -A-A \ 1\ , I I 0i , I : � \( McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Conce s, Ltd. I � � _� ` / 3SOAK�0 � '� / 470*9 ~' ' ) �� -/ �--= ./ THE W., ALDORF SCHOOL 0 ° Albemarle County, Virgmaa / / / / / / / / / / / / / / ' / / / ' Scale V=20' r-, / 124PINE125 � I — i — , _ — - _ /5 /21k\��k\ki�)/ I 11 . . , 0 ,�, . 4z�� ? ,It - `,`U,,03^, �` ',',W--'.,�,,�% : I , - __-, t I.---- ------ \ 1-1 , 44 i X ,I, _ --- ------- C�'_' /14�, /11 i !, /Z / :;77�1�*' / " j/�/ -1 . , �gl I/ 11 i / /I I 1�0 " �E6�0 — I I V` -i / , , _< // / ., /V I / / , 0055r7_11� 00 - I I- . I .6 , / / q , 1AA " -1 _. ,, , C5161,11 _,�� / / / 11 , i I , I '1� 0 1, I / .. % I I I irn 1-!,V,I 0\ k LANDSCAPE PLAN, PHASE 1B (ADDITIONAL TO WHAT WAS PREVIOUSLY APPROVED) Date: 05/01/2005 Ptoject No.: 0323 Designed- ER;HM;SRK Checked- RBM GT GLEDITSIA TRIACANTHOS 'ENERMIS, HONEY LOCUST 8 1.5" 424 3392 INS NYSSA SYLVATICA BLACK GUM - I 1 1,5"-1.75" 61-61 B&B 123 123 PO PLATANUS OCC11DENTALIS AMERICAN SYCAMORE 3 2.5" B&B 1362 4086 PLANT CANOPY CALCULATIONS: T[>T�L SITE ��EA. 13�3S �0 TOTAL DISTURBED AREA: 3,54 AO PROPOSE� CANDPY AREA (11B): 0.2 AC 1, SEED MIXES FOR ST0AK4VVATER MANAGEMENT SHALL BE RECEIVED FROM: ER0ST CONSERVATION SEEDS' 9000 MERCER P}KE, MEADViLLE, PA 16335, PHONE: 800.873.3321 FAX: 814.338.5101. www.ernntaued.00m 2. BOTTOM OF VEGETATED SVVALE ALONG ROAD — RETENTION BASIN FLOOR SEEDING: ERNNX-127 3, SVVALE SLOPES — NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 4. CONSULT WITH LANDSCAPE ARCHITECT BEFORE SEEDING DESIGNATED AREAS. �x/u��u *mu �orrucu rnoM ,nc oMm� auun`,c krcn �rcm�a/ 'CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT I j I -) I I I /MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF / / ,1_j_,,,i--1-�, __�_. 11 I , ./ I'_��\ '�SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION, / / / _)_ I "_�', 1, la_?7�7_ I i8. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE / / I 11 ?ARCHITECT PRIOR TO PLACEMENT OF ORDERS, CONTRACTOR SHALL / i /SUBMIT THESE SUBSTITUTIONS IN WRITING. V ! . ,9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL -,_),,_--"�-4' 1 / , /PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL i I/ ./ I I j I .PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE I / I . I ,`ARCHITECT 48 -HOURS PRIOR TO DELIVERY. I / � I _�_/Vl \ 46, 1 . e/ I / i \1 1 . � 14i" � % / "I i )W(4, 9600��0105 , 061 *1 I \ "I ! IN 1) �4 0�\ \. \ j - b z � M, , _�, '" - ", - I - ; ), >'< 4 6 5', ' ' ' '465.0 I- """-�',�P'"�-10-1,��'cj��'00 1, \ 468.81 \ -1-1 11 - __ -A-A \ 1\ , I I 0i , I : � \( McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Conce s, Ltd. I � � _� ` / 3SOAK�0 � '� / 470*9 ~' ' ) �� -/ �--= ./ THE W., ALDORF SCHOOL 0 ° Albemarle County, Virgmaa / / / / / / / / / / / / / / ' / / / ' Scale V=20' r-, / 124PINE125 � I — i — , _ — - _ /5 /21k\��k\ki�)/ I 11 . . , 0 ,�, . 4z�� ? ,It - `,`U,,03^, �` ',',W--'.,�,,�% : I , - __-, t I.---- ------ \ 1-1 , 44 i X ,I, _ --- ------- C�'_' /14�, /11 i !, /Z / :;77�1�*' / " j/�/ -1 . , �gl I/ 11 i / /I I 1�0 " �E6�0 — I I V` -i / , , _< // / ., /V I / / , 0055r7_11� 00 - I I- . I .6 , / / q , 1AA " -1 _. ,, , C5161,11 _,�� / / / 11 , i I , I '1� 0 1, I / .. % I I I irn 1-!,V,I 0\ k Revisions - 1. 09-12-05: COUNTY CON%4ENTS 2.10-28-05- COUNTY COMMENTS 3.12-01-05: COUNTY COMIMENTS 5,08-28-06: MAJOR SITE PLAN . AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS LANDSCAPE PLAN, PHASE 1B (ADDITIONAL TO WHAT WAS PREVIOUSLY APPROVED) Date: Revisions - 1. 09-12-05: COUNTY CON%4ENTS 2.10-28-05- COUNTY COMMENTS 3.12-01-05: COUNTY COMIMENTS 5,08-28-06: MAJOR SITE PLAN . AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMENTS Date: 05/01/2005 Ptoject No.: 0323 Designed- ER;HM;SRK Checked- RBM I Plant List & Canojw Cenn . rVation Plan Checkiist (HANDBOOK, PP 111-284-111-297 FOR CQMPLETE SPECIFICATIONS) Landscape O0k4�ON DTY CALIPER SIZE OAN0PY/TREE TOTAL CANOPY 1 THE FOLLOWING ITEMS SHALL BE SHOWN 0N THE PLAN: 8 PROTECTIVE FENCING` 1 MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM CODE SCIENTIFIC � � � �1� SEE SHEET 13 FOR ALL PLANTING DETAILS, � PEST AND DISEASES, MULCH SHALL BE APPLIED ' TO 8 2 -INCH DEPTH. MULCH TREES TO BE SAVED; TREES DH|p LINE OF TREES TO BE SAVED); TREES TO BE RETAINED yy�H� 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY 2 CONTRACTOR TO EXTREME CARE AND CAUTION AS NOT RINGS 24 -INCHES M�� IN DIAMETER ARE TO BE PLACED AROUND ALL TREES LIMITS,1430 |ONS AND TYPE "^ CLEARING ` OF PROTECTIVE FENCING; . SHALLCOUNTY , INSPECTOR TO GRADING OR SHALL BE INSPECTED ,,,� APPROVED,�. , NOT LOCATED {N PLANTING BEDSDOWNY S 8RADE ()HANGES R2OU|R|NG TREE WELLS OR VVAL1S - TO ---�DAMAGE ANY TREES SCHEDULED TO AEK8A|0 OUTSIDE L|NUT� _ 780 pROpOSED T452 452 REN0HUYG OR TUNNELING BEYOND THEc�|�iTS OF CLEARING. 0' TREE WELLS: OF CONSTRUCTION OR NOTED NOT TO BE REMOVED' 2 STABILIZATION MAT MAY BE AppL|ED TO ALL 8LOpESEXOEE[�NG ` ^ ' WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DR|PLUNE OF A TREE TO BE 214 1284 3 N0 CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR 3�1 (TO BE DETER��ED BY LA AND ENGJNEER}. TREE PLANT[NG �NO �EADOYy 464 3248 2. MARKINGS: SAVED, T� BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT SAyED. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED � WITHIN DR|PL|NE OF EXISTING TREE8 CONTRACTOR SHALL CONTACT k�|X SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT 248 ALL AoRo VISIBLE TO EQUIPMENT OPERATORS. FOR ",."","L, � DISCUSS TREE pROTECT|0N COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT ((F USED), SLOPE B&B 124 248 CLEARLY |N� SHALL BEGIN UNTIL THE TREE -ARK|N8 HAS BEEN INSPECTED AND APPROVED 10 TREE WALLS: OWNER OR LANDSCAPE ARCHITECT (LA) TO D| PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREENog" NO 6R8UU@Ty |N�pEOTOR M� VVHEN THE �ROUND LEVEL W08T BE LOWERED WITHIN THE DR|PL!NE OF A TREE TO BE EFFORTS PRIOR T0 MOBILIZATION. ALL TREE PRO MEASURES pRO�U�T CCN�ULT LA AND EN(�NEER PR![)R TO ORDER|N8 FOR TyPE AND UY 8 UU � SAVED A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR SH�LL BE �PP�OVED BY DVV�ER. BEF0RE A0Y 0[)NSTA�OTk�� 3 PRE -CONSTRUCTION CONFERENCE: APPROVAL. AL ' ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR QUANTITY. � TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE «v � TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND 3 CONTRACTOR T{) VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO B 14 56 CONTRACTOR ON SITE. 1t TRENCHING AND TUNNELING: TREE ARBORIST OF ANY OCCUAANCE. � THE LANDSCAPE AROH|TECT, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED 424 3392 -''--' 498 4� EQUIPMENT OPERATION AND STORAGE: �''WHEN TRENCHING IS REQUIRED yy�HUNE-THE A- -- UM�S OFLOLEAR�--'----G' |T SHALL BE DONE A8EE 4 C0NTRA�TOR TONOT|Fy OVyNER LANDSCApE AR(JH|TECT AND/0R BY THE OVNNER AND LANDSOAPE ARCH|TE0T PR0R TO |NSTALLAT|(}N�249 -U-'pK�VY E�UUp�ENT' VEH|CULAR TRAFF|C AND �TORAQE OF CONSTRU0T|ON �ATER(ALS L� � �- � CONSIDERED�- - T �'8 AAN LTERNATIVEWHEN_T |S ANTICIPATED'4T�� NECESSARY' ' 48-H0ORS IN ADVANCE OF ANY `ONSTRU0TkJN ADTV|TYEE pR0TECT|0N 4 PLANTING |�� SUBJECT TO CHANGE �S PER CLIENT REQUEST. INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DR|PLiNEG OF TREES TO BE SAVED, TRENCHING VVK-L DESTROY FEEDER ROOTS, NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL |« �PO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE,, 3 5 SOIL EROSION AND STORk4VVATER DETENTION DEVICES: 12. CLEANUP: MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS � PLANTING VNLL MEET ��|M0� COUNTY REQUIREMENTS. ' SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPL�E OF . .QUERCUS BICOLOR I SWAMP WHITE OAK 4 92 I 368 EXISTING TREES UNLESS APPROVED BY 0VVNEA' LANDSCAPE ARCHITECT 0 ANY PLANT|NG DESIGNATED TO BE MOVED SHALL BE DONE �NDEg THEOB 6' FIRES: ARE NOT PERMITTED WITHIN 1O0 FEET 0F THE D�PL|NE OF TREES TO BE SAVED. 13� DAMAGED TREES: SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER PRIOR TO WORK. � �� /nc m � ""."""^" ''`�� . � SUPERVISION OF OWNER AND/OR LANDSCAPE ARCHITECT' PLANT CANOPY CALCULATIONS: - ' - - �� METHODS RECOMMENDED BY A TREE SPEC|AL{ST, 7 TOXIC MATERIALS: S� ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DR|PL|NE / � TOXIC MATERIALS SHALL NOT BE STORED WITHIN 1UO FEET 0F THE DR|pL!0E 0F TREES OF ANY EXlS|TNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A �� TOTAL S|TE AREA� 13�3Q AC T� BE SAyED MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE / _._~-- 7- TOTAL DISTURBED AREA: �.28 AO , NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR {)N EXISTING TREES, THE PREFERED METHOD FOR GRADINGS AREAS / ___ /-~--�-- I I(,, ILEX GLABRA 'NIGRA' INKBERRY 30 15"-18" 3 GAL PROPOSED CANOPY AREA (2A): 10,58 AC TREE CONSERVATION REQUIREMENTS, WITHIN THE DR{PL|NE SHALL 8E DONE BY HAND, LARGER AREAS TO BE ' / ~-~�---/ PROPOSED CAN 0PY AREA (1B): '2 AC N� / --^ Nk GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE, / u]� ~� _ - ,/ / �JVP I TOTAL CANOPY AREA: .J8 AC _ / i -EXISTING DRIPLINES. .- , I.,."_ C) I 0 I . BOTTOM OF BIORETENTION AREAS AND BOTTOM OF VEGETATED SWALE ALONG ROAD -- RETENTION BASIN FLOOR SEEDING: I7. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -N SHALL BE / J I ..*,: . ' .'�. :.. I /I �� CONTRACT PURCHASER'S SIGNATURE (DATE) ____ . . - . _- - ' *1 *. , 1 3 BIORETENTION AND SWALE SLOPES -- NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 I - ' '.!:�_ IV I + �m- CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT / 4. CONSULT WITH LANDSCAPE ARCHITECT BEFORE SEEDING DESIGNATED AREAS. _� /_/ ...... / "'.. n . 1�_ � 6,MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF / / / � ..Ji_r�'_ PI, 11 / . �'vt" - __ / /. . 1_2 M 'x /SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. / . I , "'- I8. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE I . / / "I _-.:� / ilARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL / , i ( I / _--_____1 / :' - I 5,11-1,'. -/ � ,I J / I / ' 477,75 / / , __,". w ,' " -:, _'_17 1 - / . '�_ �'0"',"'�' �_ k -LL \_,,_�'__'�v I I .. J.b i 1b - .- / ' � I "' -4 "� + 4 �;4�,; 1 (PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE 1 -920 SF' \V\-,' - . .' \., _ -"- '/ . 11. "'," .'.-."': i /' , .- IR "" '_ 1 452.. _i / / i _�.._ - �!,' _:.ii.' I I /" " ()i VA . It '\ /N . ' ---. I - / / - - i t I.. / , ' MH TOP ELVA5 5o 9 '111�1'11& `Iil�""'' "' ,.: -'*.`: - -':'.,-:. % - . , - I U11 " O�plo , / — ? _11 11 \" 11/ 1i I �' . .�� .* " I i ' __. , ":'- / / // / / / "I 11 ' / I ly � / / -9, b ', /1, -11... .. I., / 1-1 "I . . I 101,000 . .. ' I / I " \ . . .. 11 /' , _'' - G\ -\K-- "I / I -, �� / /1' % . "I ' Z' /I i 'I ' I - ) :_ %.I , :: ! 0000 .'__ ""'' , / I � - "" / 11,q /�� A z "II I I '..' / / I .�"k _. / ."%' /I __ " ':'_z'. -:'-'-'"i . , i '�',.--. ----,: I 0\_�' / b , �__Z__" 5 - , " ' // �I . '.'",:::. �,,-,,,,.""-,..:-,:.-,*�::":*,. , . ---:-'.1:::: ; ,�-- \ / ' / 1 / . ' ; / /I t . N ':-�� ""I, I __:',�'I"_ .. '.. . - / / / O'�- - , '�' ____/ ' ' / I ) + t ... ��, ' /� . . ... I I , �' I , ' / / / .' / ( I . ' ,,, :'.: / /ff"- . . . , , ' 7 ". " lt1111 --l.-I-111.1-71 1 " / / /11 , '111 " A/t, \ UO 4.4 i_�__-, / /I / __ ___ (.-.:��_.__ _// 11/1 I" _-_____&'j1'// ", r"',\ ,\ '1�1 61 CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER,AND %/ I i 11 / OWNER'S SIGNATURE (DATE) . LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY t / NKYA / / ? i /0 11 �11�12�11 . '__1 / / / / / / / I / i --- I I I / " / I /11 I \ I ; """ : i _'tf �: ..."..'k, 1 '� I', 4' " W - / 'IN , .", - - / I '_. Ili / I � " _-A _� / `~ ` McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other � property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson 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 thirdparty without first obtaining the express permission and consent of either McKee Carson or Field ISport Concepts, Ltd. / � If " , / / /� / , THE WALDORF SCHOOL Albemarle County, Virginia ` / / ~ / /i, � \ 1, 09-12-05: COUNTY COMMENTS �// / ;' rl� I ,:� / `~-~/ / 4.05-24-06: ACSA COMMENTS ` � ' � lil I AMENDMENT '^ / 6.10-02-06: COUNTY COMMENTS ` ' / / '' / // - ~ 1�k` ' \~11 � ` ' / / ` � /'� / � I �11','. �-'. , / / ` ----- /""/ i _'i I -_ ' , 1". '. /~- / / / Y' � ' � \ - - � / // // _._~~~--~`\ ---x / ' - / � ~~^~ / / ^- :.: / / | , .: A�/ / , y/ �'� __ __ / / -`/ �� // � / �� /, (--'- ---_ / � � / / / / / / / � __~_ \ -- --. / _` / // // // '' / / --' /'� // // // // // /� / // / / / / �_�__ / --- ___� / / / ---- / // / / / � ,~'' ,/ / / / / / / / I /' /' �� i _ --~ � � / / / / / �� r-_ _ _ ~ ~'�^ / // / // // -- 4�O-~---~-~- _'/~ /' /' Contour ��rvm��' // / '/ / / ''~ ----� / /� ' `~~� ��--� // /�� 0 __~___- ___/___../__-_ ' ` _~ / / / / / //-------�- --------�---\.��__,�-____-__~' / / \ \ / /� � ��--- � ` ^ / / / � / � -_. � � / / / \ \ / / ' __-~ � /^ } \ `I/ i`[�{ __ / 3� QO � \ ' ` � ~ / / / \ \ \ // / / \ ��1 U� / \ \ ` \ /, �/' / ' '/ I �|1 A . (PREVIOUSLY APPROVEDD) 1, 09-12-05: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS Project No.: 3,12-01-05: COUNTY COMMENTS 4.05-24-06: ACSA COMMENTS Checked: 5.08-28-06: MAJOR SITE PLAN I AMENDMENT 6.10-02-06: COUNTY COMMENTS 7.11-03-06: COUNTY COMMEMS Date: 05/01/2005 Project No.: 0323 Checked: RBM - \ / f / \ / \ Luminaire Sc - \ i SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION 4 S1 SINGLE 19100 1.000 GARDCO CIRCA CR20-1 3XL-250MH 1 0 MOUNTED AT 20' I 7 S1S SINGLE 19100 1.000 GARDCO CIRCA CR20-1-3XL-250MH-HS MOUNTED AT 20' VV/HOUSE SIDLE SHIELD / / / g 4 S2 SINGLE 11700 1.000 GARDCO CIRCA SCONCE 108-W T-175MH i L1 // i / // I '0 i // i / / t j 1 C- / / // / LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN / / / / C1 ILLUMINANCE FC 1,11 6.2 0.0 0.00 N.A. / / / /" /i / // C2 ILLUMINANCE FC 1,79 8.9 0:0 0.00 N.R. /f / ®� / / /% / / / / / ' / / / / / // c}% / / % I P // °0.0 / / / / / o I 0.0 / . / / / / I / / o / o l / Genera dotes; � • n /f /// I /� / / I/ I I + / / o °dp d,a )t' ° 0.0 /O.d //' I /. O ✓� % a / I 11 / 1. ALL LIGHTING FIXTURES WILL BE FULL CUT-OFF LUMINAIRE. / // i f / 1 ? / a a 1 0.0 / o.a / REQUIREMENTS fN ADDITION TO THE ALBEMARLE /" / / I / r ° a.o a °o.o f °o,o / _ 2. PHOTOMETRIC PLAN FOR WALDORF FOLLOWS THE LEED / / 1 f r 0.0 ° � 0.0 % 0`0.0 / / !-- COUNTY CODE REQUIREMENTS AS FOLLOWS: l 1 / // f..' i! I // °0.1 a�I °fl.i o� 0 r ° ao �/ ;' /' / _ _ __ _ / / I 3. THEY SHOULD NOT EXCEED THE IES RECOMMENDED FOOT CANDLE LEVELS. IES RECOMMENDS A RANGE / / i I ° - -- 1 - / a s W ACTfVITY TO ,9 FOR NIGH ACTIVITY, /' / ' ! / / / / / I ! / I a a.1 -� FROM .2 FOR LQ I / / / / I / / I / I ., ®�._o-` 01 ° ^\ °O) I 1 0.0 "I d� °0, / % / / \ 4. FIXTURES MUST MEET THE DARK SKIES FULL CUTOFF. THE CIRCA IS A FULL CUTOFF LUIMINARIES AS / I ! / iG / /` / I i ' a_. 03 ❑ 0,� \ °0.0 ! / REQUIRED BY BOTH THE COUNTY AND LEED. / 4 ! % / J i % l /' / ' i � 0.2 a I -'' a0 n g / / / / / i \ / / / / \ ° ° t 1 1 a.o 1 5, NO SPILL LIGHT GREATER THAT .5 FOOT CANDLES AT THE PROPERTY LINE. LEED STATIES THAT ANY 1 / ( / . // \ / � # /f I %' /l `/ Jl / /fd \ a ° o•2t \ ` I °0.}0 1 1 LUMINARIES W1THiN A DISTANCE OF 2 1/2 TIMES ITS MOUNTING HEIGHT FROM THE PROPERTY /' j / / / 1 BOUNDARY SHALL NAVE SHIELDING SUCH THAT NO LIGHT FROM THOSE LUMINARIES CROSSES / % / J %t �l j ! / f a.4 °� a } '� I \ / / / / / 1 i.1 °o.� l i / \ / d7 °1.2 a\I THE PROPERTY BOUNDARY, + / / / \ t / / / 1 \ // / `P� 6/ ® I / / °p,o // ! / a - ao o r ° 6 i\ \ a :},o t 6. HAVE AN AUTOMATIC METHOD OF CONTROL FOR THE CIRCUITS-- PHOTOCELL, TIME CLOiCK AND OR ' / PROGRAMMED CONTROL PANEL. /l / /l J _._ / pZ / / , / / f'r , r / // 5 ` / / / /7 t h7. 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I/ � / / / / I I . / '" \ \ \ \ \ \ \ I I 1 . j d o:o / / ao /' / / / �'� / / // ! 1 / �� \ \ \ \'` \ i E 1 \ / / o.o / / / / / / / / / 1 `- \ \ \ \ \ \.. \ \ \ \ i I I \ i _ / / / / / / / � � / / \ \ 1 0 20 44 80 . \ " \ / // / ` / ii // � / / je i \\ , � \\ \ \ 6 \ i I I \ ®� /, / / / / � / / i t \ \\ I � \ ' \ ' I \ / . \ .� \ o '\ \ '. I 4 . Mc EE A SONI CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and othher property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. . THE WALD�ORF SCHOOL AlbemarleCounty, Virginia R£V1SiQnS:��®� 1.09 -12 -fly: COUNTY COMMENTS 2.10-28--05: COUNTY COMMEN'T'S 3.12-01-05: COI.INTY COMMENT'S 4, 05-24-06: ACSA COMMENTS 5.08-28-06: MAJOR SITE PLAN AMENDMENT 6.10-02-06: COUNTY COMMENT'S 7.11-03-06: COUNTY COMMENTS Sheet No.: , 111 12 of 18 Scale: 1" = 20' Date: 05/01/05 Project No.: 0323 Designed: SRK Checked: RRM Sheet No.: , 111 12 of 18 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com WALDORF ENTRANCE DRIVE P McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson 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. pj,'TH op ,-n A A 468 A .. . . . . . . . . . . . . rmxww-o-wnaarrw.,a...+-.,w._.-n< � ua,w+..«..e..a. - - ` co clCl? Cq V7 i L6 C\1 0) 1 Lo 6 OD co C\1 ito 6 1 00 LO LO 1 LO (C) t(O L 53-81' L 263.40 L 110' L 54' K �.00 I< 18.00 K 10,00 K 18.00 A75 475 90 A 7 0 ------ 470 -7 t 00 0.00 A65 465 ....... ... - ------------- '460 460 EXIS G GRADE CENT,-RIIN� 4 55 1 455 -------- 4- ----------- PROP SED GRADE CENTERLINE 1450 450 --------------- t 445 -------445 to LO to Q0 C-7 00 L6 t6 6 O� 0i 0i Ci c6 i Lo LO (0 0 W co Co -J LU -J IM i W W -J LU cc < : a: cla: Ia. C. a: a: C� <0 to (0 i to co to (0 W '6 to W (6 vi C51n f- +1 C") + 1440 lc� co CD A 2L + f + + + t 11-- to 4 ---------- - '0 4+40, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 WALDORF ENTRANCE DRIVE PROFILE P - I ROBERT B. MCKEE N - 7783 alp 17 0sI0NA6 k;41 L 0 0 Albe-marle iCounty, Virgi-n-la ENT-RANCE DRIVE PLAN AND PROFILE Scale: H-1" = 30'f V. 1" = 3' Date: 05/01/05 Project No.: 0323 Designed: WAS Checked: RBM neu Y CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com WALDORF ENTRANCE DRIVE P McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson 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. pj,'TH op ,-n A A 468 A .. . . . . . . . . . . . . rmxww-o-wnaarrw.,a...+-.,w._.-n< � ua,w+..«..e..a. - - ` co clCl? Cq V7 i L6 C\1 0) 1 Lo 6 OD co C\1 ito 6 1 00 LO LO 1 LO (C) t(O L 53-81' L 263.40 L 110' L 54' K �.00 I< 18.00 K 10,00 K 18.00 A75 475 90 A 7 0 ------ 470 -7 t 00 0.00 A65 465 ....... ... - ------------- '460 460 EXIS G GRADE CENT,-RIIN� 4 55 1 455 -------- 4- ----------- PROP SED GRADE CENTERLINE 1450 450 --------------- t 445 -------445 to LO to Q0 C-7 00 L6 t6 6 O� 0i 0i Ci c6 i Lo LO (0 0 W co Co -J LU -J IM i W W -J LU cc < : a: cla: Ia. C. a: a: C� <0 to (0 i to co to (0 W '6 to W (6 vi C51n f- +1 C") + 1440 lc� co CD A 2L + f + + + t 11-- to 4 ---------- - '0 4+40, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 WALDORF ENTRANCE DRIVE PROFILE P - I ROBERT B. MCKEE N - 7783 alp 17 0sI0NA6 k;41 L 0 0 Albe-marle iCounty, Virgi-n-la ENT-RANCE DRIVE PLAN AND PROFILE Scale: H-1" = 30'f V. 1" = 3' Date: 05/01/05 Project No.: 0323 Designed: WAS Checked: RBM 482 480 478 476 474 4-72 470 0+00 0+25 0+50 0+75 1+00 CISTERN OUTFALL PROFILE SCALE I"=2' (V) 1"=25' (H) - 48-2- 480 478 476 474 472 470 458 456 454 452 450 448 446 444 442 440 McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pL T H op OBERT B. MCKEE NV 778 L 458 456 454 452 450 448 446 444 442 440 0+00 0+20 0+40 0+60 0+80 1+00 1+20 BARREL PROFILE SCALE I"=2' (V) 1"=20' (H) THE t • 0 011 V 0 # Albemarle County, Virgmia B M. sm EM EM 465 E ff-61 455 Ewe] MIP, HMO MW Me] 456 454 452 450 448 446 444 442 0 TING < LL 0 PROPOSED GRADE N�- 9" J Oen 0 > `t + -J i LU I i O:D 01 0+00 0+20 0+40 0+60 0+80 1+00 STORM DRAIN PROFILE, SCALE 1"=2' (V) 1"=20' (H) Revisions: 1.09-12-05: COUNTY COMMENTS -T AMENDMENT 6.11-0346: COUNTY COMMENTS LL + 0 -A TING --X1Jr1NG G,9.4Z PROPOSE D GIflADE -93' 01 . . . . . . . . . . . . . LiJ Xil N� ° i tioA A,o LL ------ rr co 00 N 00 COOL6 (5 r- Z 0 E- < �ROPOSED I F� 'z 0+00 0+25 0+50 0+75 1+00 CISTERN OUTFALL PROFILE SCALE I"=2' (V) 1"=25' (H) - 48-2- 480 478 476 474 472 470 458 456 454 452 450 448 446 444 442 440 McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. pL T H op OBERT B. MCKEE NV 778 L 458 456 454 452 450 448 446 444 442 440 0+00 0+20 0+40 0+60 0+80 1+00 1+20 BARREL PROFILE SCALE I"=2' (V) 1"=20' (H) THE t • 0 011 V 0 # Albemarle County, Virgmia B M. sm EM EM 465 E ff-61 455 Ewe] MIP, HMO MW Me] 456 454 452 450 448 446 444 442 0 TING < LL 0 PROPOSED GRADE N�- 9" J Oen 0 > `t + -J i LU I i O:D 01 0+00 0+20 0+40 0+60 0+80 1+00 STORM DRAIN PROFILE, SCALE 1"=2' (V) 1"=20' (H) 0+00 1+00 WATER LINE PROFILE SCALE V=5' (V) V=50' (H) 2+00 • past Revisions: 1.09-12-05: COUNTY COMMENTS -T AMENDMENT 6.11-0346: COUNTY COMMENTS + -A TING Xil �ROPOSED I RADE X11 I MIN 3'0" 4 JCOVER 07r� . . . . . . . . .... DYCTILE IRON PIPE j I � ' f � i ! ! � i > > z I z�U- LU z 0 U) X W UJ I j0 W "0 C14 to CQ 0) 0 +Cr ICD 0< j 0) W C'J + (0 co 0) + + Lo ko . KC <Z > < <00 0+00 1+00 WATER LINE PROFILE SCALE V=5' (V) V=50' (H) 2+00 • past 456 454 452 450 448 446 444 442 Revisions: 1.09-12-05: COUNTY COMMENTS 5,08-23-06- MAJOR SITE PLAN AMENDMENT 6.11-0346: COUNTY COMMENTS 456 454 452 450 448 446 444 442 Scale: AS SHOWN Date: 05/01/05 Project No.: 0323 Designed: RABT Checked: RBM L-- 456 454 452 450 448 446 444 442 STREET SURFACE OR NON -PAVED AREA FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) SLOPED AREA "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M,H. FROM INLET TO OUTLET SHALL BE 0,20 FEET, CONCRETE FILLETS DEPTH OF FLOW CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER, A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW Q .00h 12' BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6' BEDDING W/ NO. 68 STONE SECTION NOTES: 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHAILL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 3000 PSI CONC, BASE FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND NOTE: PLAN ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT ". NQS 12" SQUARE CAST IRON GRATE (#1813) NDS 6" RISER (IF REQUIRED) 4" MIN. CONCRETE COLL. R COMPACTED GRAVEL 8" PVC OR HDPE PIPE; 2% SLOPE MIN. NDS 9", 12" OR 18" CATCH BASIN OR APPROVED EQUAL COMPACTED SUBGRADE COMPACTED GRAVEL COORDINATE MANUFACTURED DRAIN WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NDS SQUARE GRATE WITH CATCH BASIN SECTION N.T.S. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. COVER LIFT NOTCH PIPE SLOT (2 PLACES) NOTES: 12.37" WATER CAST IRON LID 14.5" zi 18" METER BOX BROOKS 2200 SERIES SION 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL, 2. PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL, USE 6" OR BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24". 3. FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID, DETAIL UD -020 N.T.S. EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE REMAINING BACKFILL SHALL ^1 fVr1T CONTAIN ROCK MATERIAL i 36"MIN LARGER THAN 6" IN ANY DIMENSION C 24"MIN 8"MIN INTIAL BACKFILLX (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTES: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2 FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68, STONE SHALL BE PROVIDED. 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE. DETAIL FOR ALL BENDS 45° MIN a IN SECTION A -A 45° MAX L PLUG e FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMODATE\\\�� ANCHOR IF REQUIRED. MINA BEDDING AS REQUIRED SECTION B -B 45° 1AX A ll PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL. SIZE OF BEND CU.YD. CU.YD. L 2.50 H i 2.50 1 T L H T 90 3.01 0.24 4" & 6" 45 2,00 2.25 2.60 .0.15 _2,00 2.25 2.50 0.15 22 1/2 1.50 2.00 252 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 3.16 2.91 2.66 0.32 22 1/2 1.66 2.16 2.69 0.13 11 1/4 1,66 2.16 2.67 0.13 90 4.83 3,83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4,00 2.83 0.52 22 112 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGE=S UIHLU I iUN, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, 1 CONCRETE THRUST BLOCKS UD -006 N.T.S. UD -011 PLAN AND SECTION N,T.S. 1 i11111111 1 Inq• ,. INITIAL BACKFILL x STABLE SOIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL JITIAL BACKFILL BEDDING 68 STONE LOCK x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, INITIAL BACKFILL FOUNDATION IN POOR SOIL UNDER -CUT CONDITION TIAL `,CKFILL MIN. MIN: MIN MIN. #68 STONE UNSTABLE SOIL STABLE SOIL #68 STONE \/\� /�\f%\\��/ \�\/�i OR ROCK STABLE SOIL OR ROCK NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3, THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. PLACE 5' GALV. WITNESS POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER o LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 ADJUSTABLE VALVE BOX z �{ W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL � N M.J. GATE VALVE 2500 P.S.I. CONCRETE THRUST BLOCK 2'x 2' BEARING AREA NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE UD -016 DETAIL N.T.S. MIN 4111 t y Revisions: is i. •' I i ! i Sheet No.: --- 15 of 18 Scale: AS SHOWN Lute: 05/01/05 Project No.: 0323 Designed, RA;BT,SRK Checked: RBM Sheet No.: --- 15 of 18 y _- DRAINAGE SWALE COARSE PROVIDE INLET - DIRECTS FLOW 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH AGGREGATE PROTECTION T V 0 L_/ IV1E V 1 NT UPSLOPE ALONG THE UNE OF BASIN STAKES, ilR. CLASS ! STANDARD FLARED RIPRAP END SECTION -3" IBM -2 ASPHALT 6'MAX, g t 70' TOP COURSE FILTER g ;--• r-- ...�-- CLOTH EARTHEN DIKE g EXISTING - "~�- (COMPACTED) ! i 2% /'� ORIGINAL ► i -► •---- PAVEMENT1.0' GROUND \�� \ \\�/\�/ o: •....:::.; •:.:...; :::.:..,:._••; •.;..o_•.::•..Q \ \ ELEVATION CORRUGATED METAL ! 6" :21A AGGREGATE / \ _ !��/\/��%\\\/� \..�\ .�\ •� BASE EXTENSION COLLAR _ 67 CU. YD./ACRE FILTER / �, ...-,-- / f%\f/off �--- � ! ,--I � /%\,j�� \ /\�\ � V AR!A B L E� \ /\\�� WATERPROOF SEAL A LIMITS OF FENCE TO g \ CLOTH°.Dl,��\ O/.�/ �\� BE DETERMINED BY I J /�\\�� /��\\ 67 CU. YD./ACRE ,� �\ \\f\\� /% /\ PROVIDE OUTLET 24;1 PROJECT ENGINEER SECTION -A EX, CURB OR /��%: /�\//�/� /iii/// {EXCAVATED} 4' MAX%/ ///© / / EDGE OF \\�\ PROTECTION PAVEMENT g', PAVEMENT / l//..//. \ r�/\�j \\/\ \\\ / t 70' MIN, ASPHALT PAVED f%�f/ f% ,/! \�� 9 g SNOW FENCE s g 3. STAPLE FILTER MATERIAL 4, .BACKFILL AND COMPACT ,.\ ,�\ ,off\ ��,.�� \�,�\ .�\\ . /\/j✓ I g B MUST EXTEND CROSS SECTION OF OUTLET WASHRACK TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. *FULL WIDTH \ OF INGRESS AND LENGTH {IN FT}=\/,� /�\�/� EGRESS AREA DRAINAGE AC)/�y`/� °` _ A OPERATION y A - f 1'• A I RIPRAP . CLASS ' ♦ SECTION VIEW -EXISTING DIVERSION PAWEMENT -- \/\'i/ �� NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS ! POSITIVE DRAINAGE - �/ / /� DIKE BOARD FENCE { B / !�\\ ��/\�` �-- CORD FENCE TRAPPITO NG DNT EVICE I. -_ - COARSE AGGREGATE SSS PLASTIC FENCE PLAN VIEW��,/�/ _ _� FILTER CORRECT METHODS OF TREE FENCING SHEET {VESV VIEW) �'/� ®� � � � CLOTH EARTHENDIKE f / 12' MIN EXCAVATED 3:1 ' 2%------�. , , S1 AREA �,_ .. FILTER FLOW 3' �* s� /\�\/��`�� Q .• Q•.• :...:....: •:•:o• .:: \ \ /\\// CLOTH A MA A 1 ca a -\/\ f/ / /��/ OUTLET (PERSPECTIVE VIEW) SECTION B -B/// �//\��/\%\�� NOTE: NOTE: \,�\\��`\\' \\ ��\ SEE TEMPORARY SEDIMENT TRAP DIMENSIONS DETAIL // /J % / % % // % SECTION A - A A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK ��/.��/,��/..%1.��/,��/\��f/,�f/..�/%/..�/,,, SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT COARSE AGGREGATE SHALL 8E VDOT #3, #357 OR #5 PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED POINTS A SHOULD (3E HIGHER THAN POINT B. tt SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING DRAINAGEWAY INSTALLATION sou,c� vn ns�wo TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING STORM DRAINS, DITCHES OR WATERCOURSES. (FRONT ELEVATION) c PAVED CONSTRUCTION ENTRANCE XD.oA, c SILT FENCE WITHOUT WIRE SUPPORT XD -009 TEMPORARY SEDIMENT TRAP Xfl-o� S® �T�P�ORA�RY SLOPE DRAIN xo.o2o TP TREE _PROTECTION AND PRESERVATION FENCING XOA2, CE PLAN AND SECTION N.T.S. �r DETAIL N.T.ST PERSPECTIVE AND SECTfON N♦T.S, N.7•S. DETAIL N.T.S• A A SOIL STABILIZATION MATTING SHALL BE USED IN CONJUNCTION WITH RIPRAP 2 X 4" WOOD FRAME WITH GRATE SAFETYFENCE AT OUTLET END OF PIPE ad o PIPE OUTL.E ! TO FLAT i 1.5 MAX. FRAME PLAN VIEW do AREA WITIH NO DEFINED - CHANNEL ENTRENCH EDGESOF MATERIAL 6"- - 3' `MIN.- < _ GATHER - i --, EXCESS - - - AT CORNERS SECTION � ! � a7EVTI0N A A41 o ��U - 1 w / PERSPECTIVEVIEWS STAKE s � 1 KEY N 6"-9"; �/ F �z . •ism � � c FILTER CLOTH RECOMMENDED FOR � TRANSVERSE ".r ENTIRE PERIMETER FABRIC PERSPECTIVE VIEW b7 Y wf CLOSED CHECK SLOT � �'�. >�. �� k Y r� •` < y :. t I I N . TRANSVERSE _. _.....__ ......- 3d { ) TR NS SE .__ 1 1 MIN• - ----- -=--....._ __ _----__.. -_.: x-. >. �: '�t .� ;• OPEN CHECK SLOT -- --.. ---- _:..- . _ x zr' - UPSTREAM AND AMTERMINAL DOWNSTREAM o _ PLAN VIEWFL o -117A -. _ ._ ._- _ _ ._ s s � �' ,t�� , , ��,.✓. x PIPE OUTLET TO WELL r DEFINED CHANNEL ELEVATION OF STAKE AND a. FABRIC ORIENTATION O E _ _ ._ _ -_ ... _ _ . ....: .2• `.�� til � �� DETAIL A _.. .... .. _ . _ .. _ ._. _.. _ _ _.. .._ ._ _. .. -_. ..._....__ - . _ .: ..-.:.:.: ,c x PAZ _ ? d qd -Yt�- :4• ''rs.�'C, i '. > 4err � c' fit` x f l` s i 4 0 / /� AA �SPECIFICAPPLICATION SECTION{y : / d � THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER i PERSPECTIVE VIEW PERSPECTIVE VIEW / 0 T s, '.- •_. �� „was ":. .�' kir i r.''�'��s��s' '�,�..'Sr..= s v;!'rr �i, ?�� `��a� ??-� _5t �, }.: k< ,�7 //%/ ,y� THAN 6/ei WHERE THE INLET SHEET OR OVERLAND FLOWS (NO NOTE: - KEY IN 6"--9", O 1F` W'` RECOMMENDED FOR 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 ., «._...,':._.... ,<.. _,..SF ✓_;: .. .,..,...,a.L-...o.? NOTES• FOR EROSION CONTROL SEE WWW,ERNSTSEED .COM AND CONTACT LAPRIOR IN STREET OR HIGHWAY MEDIANS, j TO INSTALLATION. 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 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 3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3. SOURCE: VDOT ROAD AND BRIDGE STANDARDS SOURCE: SOIL SURVEY OF ALBEMARLE COUNTY, VIRGINIA OUTLET PROTECTION - PIPE xD-016 SOIL STAEILI�ATION MAT TING INSTALLATION X6-02:5 S SILT FENCE DROP INLET PROTECTION xo.043 SAFETY FENCE B SOILS MAP OP PLAN AND SECTION N.T,S. `'� TYPICAL TREATMENT - 2 SCALE SIP DETAIL N.T•S• SAF 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 t5 0,5 2,0 WITH SEDIMENT DROP INLET WITH GATE 2 2.0 1.0 2.0 SEDIMENT' - 2.5 1.2. 2.5 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 s ORIGINAL GROUND WIRE SCREEN z ELEVATION NOTES; �`'-" �'"-- .J 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 #3 OR #5 "'�-- GRAVEL FILTER COARSE AGGREGATE. TEMPORARY SEDIMENT TRAP DIMENSIONS xo-oa7 IP DLOCK AND GRAVEL DROP INLET SEDIMENT FILTER N T.4 ST DETAILSECTION IN McKee Carson and Field Sport Concepts, Ltd. Revisions: Sheet No.: reserves its common law copyright and other Scale: ASSHOWN M c K ECARS N p,I T o 1.09-12-05: COUNTY CONIMENT�S property rights in these drawings. All ideas, ��} F2.10-28-05: COUNTY COBS EROSION �T CONTROL 3.12-01-05: COUNTY C®]�IlVENiS designs, sections, details, and pians are the O '�THE WALDORF S C H 0 0 L Al �I SEDI'm"a'rENT Dade: 05/01/05 �. 05-24-06: ACSA COMMENTS CONSULTING ENGINEERS property of McKee Carson and Field Sport LANDSCAPE ARCHITECTS 5.0&2&06: MAJOR SITE PLAN LAND PLANNERS Concepts, Ltd. These plans are not to be RO T. AMENDMENT Project No.: 0323 reproduced, changed, or copied in any Virginia DETAILS 301 EAST HIGH STREET form or manner whatsoever, nor are they � Albemarle Cour , Resigned: SRK;BT CHARLOTTESVILLE, VA 22902 to be assigned to any third party without t: 434979-7522 first obtaining the express permission and NTA f: 434977-1194 Field Fi C K M either consent of eer cee arson or e www.mckeecarson.com Checked: RBM 15 of 1$ Sport Concepts, Ltd. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE REFER TO TREE STAKING DETAIL � 1' � VAR1 S TYP. kit I CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. _ BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL, SCARIFY BASE OF PLANT PiT WHEN EXCAVATING PIT, BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) ROOTBALL BACKFILL WITH CULTIVATED, \` ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS, COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH). RETURN AND COMPACT LOOSE EXCAWATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRiOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERiSTiC;S 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. r SECTION Notes: Job: Type: CIRCAiii1di11F11--. 1 -way 2 -way CR20 AND CR25 AREA LUMINAIRES I GENERAL DESCRIPTION:The Gardco Circa product line is a low profile, curvilinear cutoff luminaire utilizing high intensity dischargee lamps. The housings are one-piece, diecast aluminum and mount directly to a pole, mast arm or wall without the need of a separate support arm. The shallow, rounded form produces extremely low effective projected areas for superior wind loading capability. Luminaires accept nine interchangeable, rotatable recision segmented optical systems which provide high light levels, uniform illumination and sharp cutoff of 9 P I. glare and light trespass. Flat SAG • - I .. 1.70 1 220 PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH RING OPTIONS, I CR2o 1 3XL 250MH 277 NP AR PC i combinations and configurations are valid. onfi urafion. Not all c m Enter the order code into the appropriate box above. Note: Gardco reserves the light to refuse a configuration. 9 app p 9 Refer to notes below for exclusions and limitations, For questions or concernsplease consult the factory.. CONFIGURATION CR20 Small Circa 1 Single Assembly 3@120 Triple at 120L' Standard arm without any RPA mounts to round poles 2 Twin Assembly 4 Quad Assembly 6R25 Large Circa from 3.85'to4.5"OD. 2@90 Twin Assembly at 90° W wail Mount, Recessed J -Box DISTRIBUTION 3 Triple at 909 WS Wall Mount, Surface; Conduit Horizontal Lama 1 Type I, Horizontal Lamp N/A above 400w • ` WATTAGE 2XL Type 11, Horizontal Lamp CR2o CR25 120 100MH 25OMH 25OPSMHe 3XL Type 111, Horizontal Lamp 15OMH2' 40OMH 320PSMH9 208 175MH 35OPSMH 240200MH2.4 4XL Type IV, Horizontal Lamp 200HPS 4001PSMH10 5H Type V, Horizontal Lamp AVAabove 4o0w 25OMH1111 250HPS 45OPSMHd6 277 400HPS 750PSMHse 34712 Vertical Lamp 100HPS 600HPS 875PSMH 480 2XLV Type 11, Vertical Lamp 150HPS 750HPS 3XLV Type IIi, Vertical Lamp 11.347vw1TH25oMHis not 1. Horizontal lamp optics only available with the QS option 4XLV Type IV, Vertical Lam yp p 2. Not available in 480K 3, ANSI M102MH Metal Haiide 5V Type V, Vertical Lamp 4, Vertical lamp optics only. PSMH Pulse Start Metal Halide All Vertical lamp optics feature a sag glass lens 5. Supplied with sag glass lens. BPS High Pressure Sodium 6. M149 only. Horizontal optics require MS7501PSIBU-HORIBT37 lamp. , 7, Type 1 and Type 5H utilize E-28 lamp, Types 2XL, 3XL and 4XL require the E-18 lamp. 8. M738or M153 9. M132 or M154 BRP Bronze Paint 10. MIS5 or M155 BLP Black Paint 11, 25OMH WITH a47V is not available with the QS option WP White Paint NP Natural Aluminum Paint OC Optional Color Paint • • Specify RAL designation ex: 00-RAL7024 F Fusing In Head RPAi 3" Round Pole Adapter SC Special Color Paint N/A with 760w and I 000 Required for 3" OD round or tapered round Specify. Must supply color chip poles where top OD is less than 3.85. LF In-Line/ln-Pole Fusing RPA2 5"and 6" Round Pole Adapter PC Photocontrof and Receptacle Required for 5"-6" OD round poles N/A with 460V. PTF2 Pole Top Fitter - 2 3/8" Dia. Tenon PCR Photocontrof Receptacle only PTF3 Pole Top Fitter, - 3-3 112" Dia. Tenon AR Aluminum Ring HS Internal Houseside Shield PTF4 Pole Top Fitter - 3 1/2-4" Dia. Tenon SR Stainless Stee(Ring Brushed 875w available with ExternalShieldonly SPA Square Pole Adaptor OR Optional Color Ring ag Quartz Standby 40owmax 2314'ODMinimum Pole Width Ring supplied same color as housing standard - AVA with 25OMH with 347V For optional color, specify finish or RAL# MA Mast Arm Mounting Kit (internal) LR Less Ring SG Sag Glass Lens in lieu of flat glass Requires 2 318' OD Mast Arm Supplied standard with 750w and 875w TB Terminal Block Gardco Lighting reserves the right to change materials or modify the design of its product without Gardco Lighting 800/227-0758 notification as part of the company's continuing product improvement program. The XL optical system 2661 Alvarado Street 51 01357-69 00 in California is protected by U.S. patent number 5690422. San Leandro, CA 94577 Fax: 510/357-3088 .. O Copyright Gardco Lighting 2001-2005. All Rights Reserved, international Copyright Secured. www.sitelighting.com LIGHTING A Genlyte Company 79115-117/40; MCKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434979-7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and f=ield Sport Concepts, Ltd. reserves its common taw copyright and other property rights in these drawings, All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,JLTR o -P y ROBERTS. McKEE I- CERTIFI 71 E N 147 Q, ArDS NV_ LO -001 N.T.S. REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL T Roo BALL /\ 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 _PL.ANTING 13 % SECTION LD -004 N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SiDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED %�j�\ REFER TO ROOTBALL PIT ;��\ ;,;:•.1,.:•,., y DETAIL ROOTBALL NOTES: 1. SET TREE PLUMB PRiOR TO STAK NG 2. ALL PRUNING iS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT com, TREE PLANTING 0"N SLOPE LD -005 SECTION N.T.S. 13 J SECTION N.T.S. $„ MIN. ROOTBALL\\ SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL 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, LD -007 Notes: Job: Type: ; 108 CIRCA SCONCE1 0 LINE oi u SPECIFICATIONS 108 CIRCA SCONCE power 1 42W or 2 pack ow GENERAL: Each Gardco 108 luminaire is a wail mounted cutoff luminaire for high In the event of power interruption, the B30 remote battery pa p O O , inaires mirror the intensity discharge or compact fluorescent lamps. Internal components are totally 26W compact fluorescent lamps at full light levels the remote battery Pack (B84CG or The Gardco 108 Circa high performance sconces offer an excellent alternative to unsightly wall mounted fixtures. These architecturally refined lum +.: ., three 3 different re available with thr - it t f surfaces. The 108 luminaires a ) d light i n to integrate nG wa o wall u ( ct fluorescent lam at reducer Gardco Circa luminaire and are designed y enclosed in arain-tight, dust -tight and corrosion resistant housing. The housing, back B94C-CAN) will power (1} 42W or (i) 26W compo pstyling of the popula Ga g 9 or 3o minutes B94C•CAN . o 175MH and Compact Fluorescent sources u to 42 watt. The 108 may be e die cast aluminum. A choice of three 3 optical systems is levels; for a minimum of 90 minutes (B30 or B84CG} { ) distribution patterns. Each luminaire is designed to accept HID sources up t p p plate and door frame are () P Y p 9 l available. Luminaires are suitable for wet locations (damp locations if inverted).red with a decorative acrylic rod shaped to follow the contour of the luminaire illuminated at each end by light emitting assemblies in Maintenance free battery is rated for ambient temperatures down to 32°F/0°C. Minimum ing diode (LED) illuminator orde y pi HOUSING: Housings are diecast aluminum. A memory retentive gasket seals the luminaire starting temperature is 0°1`1-18°C. Indicator light is visible through the lens. A your choice of five (5) colors, j housing to the door frame to exclude moisture, dust, insects and pollutants from the test switch is accessible through the door assembly. NOTE: B30 and B84CG do not bear ; • - ► " • • I optical system. A black, diecast ribbed backplate dissipates heat for longer lamp and CUL label. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH RING OPTIONS ballast life. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel DOOR FRAME: A single -piece diecast aluminum door frame integrates to the housing plated screw shell. Fluorescent sockets are high temperature (PBT) with brass contacts. !i form. The door frame is hinged closed and secured to the housing with two (2) captive Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. stainless steel fasteners. The heat and impact resistant 1/8" (.32cm) tempered glass LED RING (Optional): The luminaire shall be provided with a decorative acrylic Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. lens and one-piece gasket are mechanically secured to the door frame with four (4) rod shaped to follow contour of luminaire illuminated at each end by light emitting DISTRIBUTION, galvanized steel retainers. diode (LED) illuminator assemblies. i 108 Circa Sconce FT Forward Throw N/A w/Fluorescent Lamps OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted The rod will have reflective coating causing an even brightness along its length 0 p p 108EM Emergency Sconce WT Wide Throw Nie w/Ftuore5cent tamps components, electropolished, anodized and sealed. Reflector segments are set in aro resembling luminous tube lighting. There shall be no breaks, discrete spots, or +i p p 9 other discontinuities visible at intended viewing angles. 108EMR Remote Emergency Sconce MT Medium Throw tube image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. The method of rod attachment to luminaire shall allow for thermal expansion and it Refer to conrfiguration Chart below for available combinations contraction from-70°Ff-57°C to +120°F/49°C without causing damage to theWATTAGE ,VOLTAGE ELECTRICAL: Standard Luminaires: Each high power factor HiD core and coil ballast assembly. is the separate compostent type, capable of providing reliable lamp starting down t0 LAMP/VOLTAGE CHART - 108 CONFIGURATION CHART - 108EM polycarbonate 20°F/ -29°C. Component -to -component wiring within the luminaire will carry no more The illuminator assembly at each end shall consist of a 'I Distributiony to tape thermoplastic housing which encloses LEDs. 11 Voltage: 120 208 240 277 347 480 than 80% of rated -current and is listed by UL for use at 600 VAC at 150°C or higher. p g Ff WT MT 120 208 240 277 347 480 Plug disconnects are listed by UL for use at 600VAC,15A or higher. Illuminators are energized by a solid state constant current power supply. Primary) 5OMH • • Fluorescent wavelengths for the available colors shall be: Red - 626-635 nm; Orange - 605-609 i' 70MH • • • • • 226QF • • • Standard fluorescent units have a starting temperature of 0°F/ -18°C. Standard nm; Amber - 590-592 nm; Green - 520.525 nm; Blue - 465.470 nm. -- r`f fluorescent ballasts are high power factor electronic solid state. 10OMH e • • • • • 42TRF • • • Fluorescent or CMHE units ordered with the LED Ring require 120V Power. 150MH • • • o • EM Luminaires: In the event of power interruption, integral battery pack will power (1) CONFIGURATION CHART 108EMR FINISH: Each standard color luminaire receives a fade and abrasion resistant, 175MH • • • • • • Distribution Voltage 42W or (2) 26W compact fluorescent lamps at reduced light levels for a minimum of 90 electrostatically applied, thermally cured, trigiycidal isocyanurate (TGIC) textured 35HPS • }-r 21217 MT 120 208 240 277 347 480 minutes. Maintenance free battery is rated for ambient temperatures down to 321F/0°C owdercoat finish. Standard colors include bronze(BRP),black BLP white I 50HP5 • 0- — Indicator light is visible through the lens. A test switch is accessible through the polyester P ( ) (EM). 9 9 (WP), natural aluminum (NP} and beige {BGP}. Consult factory for specs on customFruoresaenr door assembly. EM units do not bear CUL label. colors. 70HPS • • • • • _ • 22 -_F • • • • i 100HPS • • •_- • • • 42TRF • • • • EMR Luminaires: A 7.5'/2.29m, 12 wire, quick disconnect assembly is provided for LABELS: All fixtures bear UL or CUL (where applicable) labels, except as noted. Lens I 150HPS • • • • • 242TRF • • • o wiring through conduit (by others) to a Bodine B30, 684CG or B94C-CAN fluorescent down application is Wet Location and lens up is Damp Location, except when using the 50CMHE' 2 UNIV i'y 1r emergency battery pack. The fluorescent emergency battery pack MUST be supplied by optional inverted Wet Location components. =•2 UNIV 1, u; tion is required to be on the order to the 70CMHE ¢ j Combinations marked with a dot are available foto daring. B94C-CAN o Gardco. The 830, B84CG or p q z UNIV )I�'c'i+lli `I MH-Melaltialide CMHE - Ceramic Metal Halide with Electronic Bay t F Fusing 12OV through 277V only factory 100CMHE E t HPS-HighpressureSodium OF -Quad Fluorescent PCB Button Type Photocontrof n/a w/480V Fluorescent TRF - Triple Tube Fluorescent OS Quartz Standby HID only. WA with CMHE Ballasts, 480V i ! 26QF1.2 UNIV • 1. Fluorescent and CMHE luminaires feature electronic bal- or with FT Optics. 100w Quartz maximum. • 226QF= z. UNIV • lasts that accept 12D'V through 277V, 50hz to 260hz, input. Specify "UNIV" voltage for 120V through 277V. 0924 Quartz Emergency Mounting Plate i 32TRF''2 UNIV O 2. Fluorescent or CMHE units ordered with the LED Ring WT Optic only. 150w HID maximum. require 120V Power. 100w Quartz maximum ` 242TRF 012V Quartz 12V Emergency 232TRF''2 ; 096 m •� UNIV • WT only. 15ow HID maximum. I� I =.2 • t 257116" --�- O O— UNIV • 64.61 cm ,,2 100w Quartz maximum 1 3/4" die. 3- 7-62 " SL Solite Diffusing Lens 11118. 7116, a.acm 7-szcm UT 5° Uptilt T28.26 cm i 78.1 , WS Wall Mounted Box for Surface Conduit 12 22132" Kim Rear entry permitted i 32.23 cm '— O J BRP Bronze Paint AR Aluminum Ring LED Rings % WS/UT WS Option w/5° Uptilt Rear entrypermitted 22116 BLP Black Paint Painted to Match Housing LER Red WG Wire Guard 64.61 cm Mounting Bull Pattern WP White Paint SR Stainless Steel Ring LEO Orange EMR Luminaires Only, P Natural Aluminum Paint Bnshed B30* Bodine Remote Emergency Pack Note: Mounting plate center is located in the center of the luminaireN width and 3.5"(8.89cmj above the luminaire bottom (lens down position). LEA Amber Splices must be made in the J -box (by others). Mounting plate must be secured by max. 5/16" (.79cm) diameter bolts (by others) structurally to the wall. BGP Beige Paint OR Optional Color Ring BoFulLight Output in emergency mode LEG Green B84CG* Bodine Emergency Battery Pack ' OC Optional Color Paint LR Less Ring LEB. Blue 594C -CAN* Bodine Remote Emergency Pack -Canada SpecityRALdesignation. ex. OC-RAL7024 i *Emergency Battery Packs for EMR types MUST be ordered SC Special Color Paint 2. Fluorescent or CMHE units ordered with the LED Ring require f Specify. Mustsupply color chip 120V Power. - with luminaires and supplied by Gardco. i Gardco Lighting reserves the right to change materials or modify the design of its product without Gardco Lighting (800) 227-0758 notification as part of the company's continuing product improvement program. Settee Is a Registered 1611 Clovis Barker Road (512) 753-1000 I Gardco Lighting reserves the right to change materials or modify the design of its product without Gardco Lighting (800) 227-0758 Trademark of AFG Industries San Marcos, TX 7$666 FAX: (512) 753-7855 . • i • I notification as part of the company's continuing produce improvement program. Solite is a Registered 1611 Clovis Barker Road (512) 753-1000 © Copyright Gardco Lighting 2001-2006. Ali Rights Reserved. International Copyright Secured. www.sitelighting.com LIGHTINGTrademark of AFG Industries San Marcos, TX 78666 FAX: (512) 753-7855 , . i • www.sitelighting.com A Genlyte Company 79115-11910906 © Copyright Gardco Lighting 2001-2006, All Rights Reserved. International Copyright Secured. LIGHTING A Genlyte Company 79115-119/0906 THE WALDORF SCHOOL Albemarle County, Virginia IVA z R IA V111,111 12 F.11 1 11 *1 GENERAL DESCRIPTION: The Gardco Circa product line is a low profile, (1), it (2XL-2XLV), IN (3XL-3XLV), IV (4XL-4XLV), and V (51-11-5V). With curvilinear cutoff luminaire utilizing high intensity discharge lamps. The the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical housings are one-piece, diecast aluminum and mount directly to a pole, fan around the arc tube with each facet positioned to be pre eisely mast arnn or wall without the need of a separate support arm. The shallow, tangent to the top of the arc tube. rounded form produces extremely low effective projected areas for superior For the CR25, a mogul base iampholder is glazed porcelain with a wind loading capability. Luminaires accept nine interchangeable, rotatable nickel plated screw shell. Position oriented sockets are supplied precision segmented optical systems which provide high light levels, standard to accept super metal halide lamps. All CR25 units feature uniform ili(umination and sharp cutoff of glare and light trespass. lamp, stabilizers. In CR20 units, lamphoiders for 250w metal halide HOUSING: A one-piece diecast aluminum housing mounts directly to a lamps are mogul base. All other CR20 lampholders are medium base. pole, matst arm or wall without the need for a support arm. ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. LENS ASSEMBLY: A single -piece diecast aluminum lens frame hinges Each high power factor ballast is the separate component type ca, able of down from the housing and is secured by a concealed stainless steel hinge providing reliable lamp starting down to -20°F and hinge pin. FINISH: Each standard color luminaire receives a fade and abrasion An optically clear, heat and impact resistant tempered flat glass lens (convex resistant, electrostatically applied, thermally cured, triglycidal isocyanurate lens on vertical lamps and horizontal 750w and 875w PSMH) is mechanically (TGIC) textured polyester powdercoat finish. Units are thoroughly cleaned secured with six retainers. The electrical and optical chambers are thoroughly and provided with a patented chromate acid pretreatment. Standar'+ colors sealed with a one-piece memory retentive hollow -core silicone gasket to include bronze (BRP), black (BLP), white (WP), and natural aluminum prevent intrusion by rain, dust, and insects. (NP). Consult factory for specs on custom colors. OPTiC/AL SYSTEMS: The segmented optical systems are LABELS: All fixtures bear UL or CUL (where applicable) Wet Location manufacctured from homogenous sheet aluminum which has been labels. electrocihemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types I CR20 = 29 5/8" CR25 = 37 5/8" — — ^ CR20 = 28" CR25. = 36 1/8" CR20 = 23 1/4" CR25 = 28 1/2" CR20 = 6 1/4" CR25 = 6 5/8" EPA's ------- Circa 20 1 -way 2 -way 3,4 -way Flat SAG .60 .62 1.20 1.25 1.63 1.70 Circa 25 1 -way 2 -way 3,4 -way Flat SAG .65 1 1.10 1.70 1 220 2.3 1 3.1 CR20 = 20" CR25 = 25 3/8" Sag Glass Lens Drop CR20 = 3/4" CR25 = 2 5/8" Gardco Lighting reserves the right to change materials or modify the design of its product without Gardco Lighting 8001227-0758 notification as part of the company's continuing product improvement program. The XL optical system is 2661 Alvarado Street 510/357-6900 in California protected by U.S. patent number 5690422. San Leandro, CA 94577 Fax: 5101357-3088 © Copyright Gardco Lighting 2001-2005, All Rights Reserved. International Copyright Secured.# • www.sitelighting.cpm A Genlyte Company LIGHTING 79115-117/0405 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 DRA ;VII"yGS. 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, 3. 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) 250 HUMUS 15% MULCH! (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 06% STERLIZED 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 SQ. 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, T PLANT SEASONAL COLOR/BULBS AS SPECIFED BELOW AND AT INDICATED SPACING SHOWN ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN TRIER 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. Revisions: 1.09-12-05: COUNTY CON MENTS 4. tJ;3-14-LAX. At,bA UUM Mt1N 3b 5.08-28-0b: MAJOR SITE PIAN .AMENDMENT LD -00S Sheet No.: Scale: AS SHOWN Date: 05/01/05 Project No.: 0323 Designed: SM -ER Checked: RBM LD -00S Sheet No.: PRIME AND TRIPLE SEAL SURFACE 0^#21A AGGREGATE C0K4F IACTED SUB SRADE GRASS SHOULDER SEE NOTE w� NOTE: SVVALE TO BE LINED WITH NORTH AMERICAN GREEN GC150 DOUBLE NET BLANKET FOR EROSION CONTROL (SEE VVVVVV,EAN8TSEED.CDM). SEE LANDSCAPE NOTE FOR SVVALE PLANTING I- A __1 � ENTRANCE DRIVE AND SWALE TYPICAL SECTION FID -076 SECTION NiT�� CONTRACTION JOINT IMPRINTED, CONCRETE SEE NOTE 2 PRIME AND TRIPLE SEAL SURFACE 6^ COMPACTED AGGREGATE SUBBASE VDUT #21A COMPACTED SUBGRADE N.T.S. 2^ #10STONE DUST' "^E '`~'E ^ �� 30; COLOR/COATED 3/16 MAX. 2" SURFACE COURSE SEE NOTE 4 6' uoxxpau/Eu COMPACTEDAGGREGATE SUBBASE VDOT #21A ^. CDN TO BE CLASS A3 IF CAST IN PLACE 4000 PSI IF PRECAST SURFACE & BASE SUBBASE � | ^` `- cj NOTE: t STONE DUST TO BE COMPACTED IN PLACE; COMPACT AT OPTIMUM MOISTURE CONTENT. 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. o 4. COORDINATE SPORTC0UHT SURFACE SPECIFICATIONS WITH ARCHITECT/LANDSCAPE ARCHITECT DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3^ IN ORDER THAT BOTTOK40F CURB MAY (COINCIDE WITH TOP OF A COURSE OF PAVEMENT OTHERWISE DEPTH TO BE 18'' AS SHOWN. PRIOR TO CONSTRUCTION. "C� SPORT COURT, EDGING, AND PLANTING BED PD -075 rD DOT STANDARD CG -2 CURB PD -001 SECTION N.T.S, 14 SECTION NT.S, 14 3:1 3:1 CLEANOUT WITH CLEANOUT VY�H SEE NOTE 1 SEE NOTE 1 WATERTIGHT CAP WATERTIGHT CAP SEE NOTE 3 SEE NOTE 3 SEE NOTE 4 SEE NOTE 4 TOP OF 8ERK�---`.��` ``~ SCHEDULE 40 PVC p|pE--�\ \ \ TOP OF BERM---`~.` �^ ```` SCHEDULE 40 PVC PIPE \ \ SEE NOTE 5 TYPE I( AGGREGATE BASE SECTION Scale: 464V0(t1 Date- 05/01/05 Project No.- 474DO(�1 ST0N� VVEUR ~^~'—' STONE VVE|R p | NOTES: 446.00 "! 115 P T,SEE RCp NOTE 3 SEE NOTE 3 PLAN STANDARD VD(}T CENTER OF ROAD OVERFLOW' OVERFLOW' TOP OF 8ERK� TOP OF BERM |NV.0UT -- EXPANSION JOINT GRATE INLET DI -1 449.00 PROTECT|ON 31 T 0N CONTRACTION JOINT 8'OO MAX. 44t75fp 1 � USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE CONSIDERATIONS. � CLc^'» OUT RIP -RAP CLASS A-1 --TOP OF SOIL MIX RIP -RAP CLASS A i N1, --TOP OF SOIL MIX 2 SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK (�|N) � DEPTH SHALL BE 1,25" OR 25Y{ 4��\�0 OF CONCIRETE THICKNESS~`~ '~^^^`'~^~^^^^`~~~' '~~^^'-^~`~' '^^~^` '^~^^^`^^~^'-~^^^' '~^~^'`~°°"'' ORIGINAL SILT 472.�� 3, WHERE LONGITUDINAL SLOPE IS LESS THAN 8.4% THE FLOW LINE SHALL BE WATER TESTED ELEV. E�:� OUTLET TRAPSK}E8L0PE OUTLET BARRELINLET FLOW CONTROL � (MAX. 25' O.(�] (SEE DETAIL) 4�T00 PROTECTION PROTECTION SEE NOTE 5 ' N | END OF . LOAM DR LOAM OR WITH 2^ KWIN|MUM COVER NOTES: ' 4. � R MAX. |��V�S FOR EXTRUDED - FO' � RB. WEAKENED PLANE JOINTS SHALL INTERVALS CURB A� 30 F� BE FORMED AT THE MAX, GRANULAR - GRANULAR - �� 3000 P.SU CONCRETE MIXTURE OF NATIVE GRASSES OR 3^ OF SHREDDED HARDWOOD MULCH, ALONG WITH THE REN|A|N|NG15FT, |NTE'--L-- i 80F|LTER-- EARTHF|LL NOTES: �FnT/nm EARTHF|LL 8EOT|ON 5. ONE iNOH BATTER AT CURB FACE IS OPTIONAL. - SECTION Scale: BED ELEV. Date- 05/01/05 Project No.- 0323 ST0N� VVEUR ~^~'—' STONE VVE|R p | | 446.00 "! 115 P T,SEE RCp NOTE 3 SEE NOTE 3 PLAN �DIA �V� -_ 443.50 TOP OF 8ERK� TOP OF BERM |NV.0UT -- 3:1 31 CONTRACTION JOINT 8'OO MAX. 44t75fp N1, NRIM-SEE NOTE 4 SEE NOTE 4 DEPTH SHALL BE 1,25" OR 25Y{ OF CONCIRETE THICKNESS~`~ '~^^^`'~^~^^^^`~~~' '~~^^'-^~`~' '^^~^` '^~^^^`^^~^'-~^^^' '~^~^'`~°°"'' ORIGINAL SILT ORIGINAL SILT TRAP S|DESLOpE TRAPSK}E8L0PE EXPANSION JOINT BARRELINLET FLOW CONTROL (MAX. 25' O.(�] (SEE DETAIL) SEE NOTE 5 ' SEE NOTE 5 ' ^ VVVVF 6 )X 6^ VVt4xVVt4 WITH 2^ KWIN|MUM COVER NOTES: ' SEE NOTE 8 --� PROFILE SEE NOTE 8 PROFILE t THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED �� 3000 P.SU CONCRETE MIXTURE OF NATIVE GRASSES OR 3^ OF SHREDDED HARDWOOD MULCH, ALONG WITH THE NOTES: ' AT 20 DAYS - TREES AND/OR SHRUBS LISTED ON THE PLAN, ' NOTES: AIR -ENTRAINED 1 THE BIO -RETENTION FILTER 8CVL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED 1 THE BIO -RETENTION FILTER 30L �|X MUST BE STABILIZED WITH EC -2 MATTING AND SEED � - - 2 THE BIO -FILTER S08- k4|X MUST BE LUCK BIO -FILTER �|X DR TESTED OR APPROVED EQUIVALENT, ' � MIXTURE OF NATIVE GRASSES DR �^ OF SHREDDED HARDWOOD MULCH, ALONG WITH THE MIXTURE OF NATIVE GRASSES OR 8^ OF SHREDDED HARDWOOD MULCH, ALONG WITH THE J COMPACTED AGGREGATE FOR W0RE |NF0A�AT|ON PLEA3E OALL VVATER RESDURCE3 pER8(}NNEL AT 434-286'5�� TREE8 AND/0R 8HRUBS L|STED ON THE pLAN� ' TREES AND/OR SHRUBS LISTED ON THE PLAN. 8ASE VD0T #21A EX 50% SAND/ 3U% TOP SOIL / 2O% LEAF MULCH (SAND: 0.02"-0.04" ASTM O33F|NE> � �� 2 PERFORATIONS T0 BE K0N|�NU� 0F 4 1/4^ HOLES 12^ 0� FOR ENTIRE LENGTH 0F PIPE |N � ' � 2 PERFORATIONS T� BE �|N|�U� �F 4 1/4^ HOLES 12^ OC FOR ENTIRE LENGTH OF PIPE IN kx/\��/ UNDERDRA|N GRAVEL (AASHT0 K843 i�2^'1^)VV�APPED !N FILTER FABRIC. 0NOERDRA|N GRAVEL (AASHTD M43 1/2^1^}VVRAPPED |N FILTER FABRIC. ' ' � ` '` -````---00K4PACTED 3 THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED ' � 3 LUCK BIO -FILTER Yd!X OR TESTED OA APPROVED EQUIVALENT.FOR MORE INFORMATION � - � 3 LUCK BIO -FILTER �|X OR TESTED OR APPROVED EQUIVALENT. FOR MORE INFORMATION 3UBGRADE ' ADEQUATELY STABILIZED BY THE ALBEK4ARLE COUNTY ENGINEERING INSPECTOR,� PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296-5832.EX� 50% SAND / 30% TOP [PLEASE CALL WATER RESOURCES PERSONNEL AT 434-290'5832. EX' 60% SAND / 20% TOP SECTION SOIL / 20% LEAF MULCH (SAND: 002^-O04^ ASTM C33 FINE), ' ' ' ' 'SOIL / 20}{ LEAF MULCH (SAND: 002^-004^ ASTM C33 FlNE) ' ' ' 4 PROVIDE PIPES A0RD�8 ENTIRE WIDTH AT 2O' 00VVRAPPED |N FILTER FABRIC, 4 PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' O�VVRAPPED IN FILTER FABRIC, ' � � ' ' ' ' ' 5 REMOVE SILT AND SEDIMENT BELOW LAYE�AFTER FINAL STABILIZATION. 5 REMOVE SILT AND SEDIMENT BELOW UNDERDRA|N LAYEAAFTER FINAL STABILIZATION. ' � NOTE: � � O BACKFILL WITH LOAM 0R GRANULAR EARTH FILL BELOW UN�ERDRA|N LAYER. � � 8 BACKFILL WITH LOAM �R GRANULAR EARTH FILL BELOW UNDERDRA|N LAYER 1 �|N CROSS SLOPE 1�%�WAX 2% ' � � ' � � � 7 THE BIO -RETENTION FILTER |S NOT TO BE INSTALLED UNTIL THE SITE |3 CONSIDERED 7 THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONG|DERB} � 2 COORDINATE IMPRINTED CONCRETE WITH ARCHITECT/LANDSCAPE � ARCHITECT � ADEQUATELY STABILIZED BY THE AL8EK�ARLE COUNTY ENGINEERING INSPECTOR, /ADEQUATELY STABILIZED BY THE ALBEMARLE COUNTY ENGINEERING INSPECTOR. PRIOR T0 CONSTRUCTION � 0��U � �� \ ny��V�� CONCRETE �� BIO -FILTER �� U�� / � \ ��U��V�� X�»� THE ENTRANCE ��_ ��|�K�� BIO -FILTER NEA - R FARKING LOT DD -M BIO -FILTER NEAR THE BUILDING DD -016 PLAN AND SECTION �A KE RSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, \A229O2 f: 434-979-7822 f: 434-977-1194 www.mokeecorsom.com McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. SCALE: VOW PROFILE AND SECTION EXPANSION JOINT SEALANT BACKER ROD, 1/2" DIA EXPANSION JOINT MATERIAL TYPICAL EXPANSION JOINT EC -1 MATTING 80|L 3UEB8AADE BUMPER 8L0CK<6^X�^ CONCRETE GRID PAVERS 4 INCH THICK (SEE NOTE 2) PRUNE AND TRIPLE SEAL PAVEMENT ASTMNO.8 AGGREGATE G INCH THICK UNDER GRID ASTM NO. 57 OPEN GRADED AGGREGATE COMPACTED TO 0 INCH DEPTH GEDTEXTULE 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. AD -032 CONCRETE PAVERS AS PERVIOUS PAVING _ CONTRACTION JOINT 2^ SMOOTH TOOLED EDGE (TYP] LIGHT BROOM FINISH TO BE PERPENDICULAR TO DIRECTION OF TRAVEL EXPANSION JOINT - SEE SECTION N.T.S.DETAIL CONTRACTION JOINT 6' O.O.KAAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25^ OR 25% OF CONCRETE THICKNESS EXPANSION JOINT (MAX, 25' [).O.) SEE VVVVF 8^ X 6" VV1.4xVV1.4 WITH 2^ K4|N|WUW COVER 4000 P,S.i CONCRETE AT 28 DAYS- A|R-ENTRA|NED COMPACTED AGGREGATE BASE VDDT#21A COMPACTED GUBGRADE MIN. CROSS SLOPE 1.5%; MAX. 2% PLAN [ �� SIDEWALK PD -005 SECTION KT�S,� N ~ " T H E WWW ALDORF S C H 0 0 L Albe-marle County, Virghn-i'a 43 1 �� UK�� K. ��o��SECTION KT.S. T.O.W. SEE SITE PLAN NOTES: t CONC� 3000 psi rd 28 DAYS 2, RBNF GRADE 60 3. MAX. SOIL BRNG PREO = 2000 PSF (ASSUMED) 4. DESIGNER; MOILER & ASSOCIATES, CHARLOTTESVILLE, VA, PH, NO: 434'071'3027 5. PREPARE 8^ SHELF ON CONCRETE WALL TO ACCOMODATE STONE VENEER. ti BROWNSTONE RIP -RAP. CONSULT LANDSCAPE ARCHITECT FOR COLOR AND TYPE. 10�» REINFORCED CONCRETE RETAINING �� U»U�� WALL DETAIL AND SCHEDULE N.T.S, Scale: ASSHOWN Date- 05/01/05 Project No.- 0323 Designed-, SRKER Checked: RBM N.T.S,