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Home My WebLink AboutSDP200500071 Plan - Revision Final Site Plan and Comps. 2005-12-01Location Map N.T.S. VICTORIAN S" ROUTE 1046 DUNLORA DR, Standards and Specifications vE 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFIC ATI OINS, 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. Pha ?A& t Ph S as GENERAL 24, CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS, CONCRETE MASTER PLAN 1408 CROZET AVENUE 2 PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED, 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, EROSION AND SEDIMENT CONTROL PLAN 4 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 LAYOUT AND DIMENSION STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 5 CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE PLAN RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID LANDSCAPE PLAN LOCATION, THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP 7 CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 6, TMP 61-173A TO A SINGLE BOX ON EACH BUILDING. ROAD PROFILE (HEREAFTER ABBREVIATED VDOT). 9 UTILITY PROFILES DEBORAH H. TISDALE 10 26, THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS, 2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM CONTROL DETAILS THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER LANDSCAPE DETAILS TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. 13 MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 27. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY -DHT- - -DHT - APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY EASEMENT BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE CLEARING, GRADING OR OTHER CONSTRUCTION. ' DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH MOVING ACTIVITY IS CONICRETE PAVEMENT --------_---a----------' I------------------------1 SUBJECT TO THE APPROVAL OF THE ENGINEER, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, MAXIMUM 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 STABILIZED GRASS STANDS ON ALL SLOPES, 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR 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 WHEN IN THE OPINION OF 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, 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED 6, UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q, VDOT STANDARD AREAS. PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -Q HIGH DENSITY POLYETHYILENE (HDPE1 PIPE 3, CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER 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, FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 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 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, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK, 5, STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STANDARD ST -1, ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSICIN 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 END 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 INLEN CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7007), BOX, 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SANITARY SEWER AND WATER MAIN CONSTRUCTION SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY, THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT AUTHORITY OFFICIALS AT THE START OF THE WORK, OF RECORD OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTICDN. 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 ENGINEER. CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND (COMPLETED WITH THE SITE WORK THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATION'S REQUIRED 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER PRIOR TO THE START OF CONSTRUCTION, CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHOIRITY ON JANUARY 15, 1998, 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 SHOWN 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 FROW THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRAPVT 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, 1�VCLUDING 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 SMALL 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 FOR THE REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VALVE DURING A FUTURE EXTENSION OF THE LINE, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER", 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD, A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SEERVE 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, LATEST 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 TEMPORARILY 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 SURVEWOR, 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 EXPLOSIVES, 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. Charlottesville, Virginia FINAL SITE DEVELOPMENT PLAN June 24, 2005 Prepared For: The Waldorf School 3200 Rio Rdad Charlottesville, VA 22903 Site Specifics/Miscellaneous 1, THIS SITE IS ADJACENT TO MEADOWCREEK, 2, NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 3. NO SEPTIC SETBACK LIMITS AFFECT THIS SITE, 4. ESTIMATED TRAFFIC GENERATION, SEE PARKING STUDY, 5, ALL BUILDINGS WILL BE ADA ACCESSIBLE AND WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 6. ALL SURFACE PARKING SPACES SHALL BE 10' X 18' (MIN,) 7. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 8. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. Phasing Notes 1, PHASING AS SHOWN IN THE CONTEXT MAP AND MASTER PLAN. 2. APPLICANT RESERVES THE RIGHT TO ADJUST THE PHASE LINES OR SEQUENCE OF PHASING SO LONG AS NO INDIVIDUAL PHASE CAUSES ADDITIONAL PHASES TO BE JEOPARDIZED, Sits Data NAME OF DEVELOPMENT, OWNER/DEVELOPER INFORMATION: TAX MAP AND PARCEL NUMBER TOTAL ACREAGE: CURRENT ZONING: SPEACIAL USE PERMITS; ADJACENT PROPERTIES 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; REQUIRED PROVIDED HC SPACES OTHER (SPECIFY) IMPERVIOUS AREA Approvals Sheet Index COVER SHEET 5. TMP 61-172A 1 MASTER PLAN 1408 CROZET AVENUE 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 EROSION AND SEDIMENT CONTROL PLAN 4 EROSION AND SEDIMENT CONTROL PLAN (During Construction of Bio -Filter 2) 4A LAYOUT AND DIMENSION PLAN 5 GRADING AND UTILITIES PLAN 6 LANDSCAPE PLAN 61-171, 7 PHOTOMETRIC PLAN 6, TMP 61-173A 8 ROAD PROFILE DONALD T, AND 9 UTILITY PROFILES DEBORAH H. TISDALE 10 UTILITY DETAILS W,B, 69 P. 346 - 11 EROSION AND SEDIMENT CONTROL DETAILS 12 LANDSCAPE DETAILS ED: 310 P. 689 13 SITE DETAILS HWPB X P. 302.304 14 THE WALDORF SCHOOL CHARLOTTESVILLE WALDORF SCHOOL 5. TMP 61-172A (FORMERLY CROSSROADS WALDORF SCHOOL INC.) 1408 CROZET AVENUE D.B. 743 P. 613 PLAT CROZET, VA 22902 PENNY MARTIN CONSOLIDATED TMP 61-170 MARY W. HOOD 13,39AC TMP 61A-3-#6, TMP 3#A -3-t7, TMP 6#A-3-#8, TMP 61A-3-13,TMP 61A-3-20 RESIDENTIAL R-4 D.B. 119D P. 288 SP2003-004; SP2003-029 DR 1681 P. 174 TMP 61A -5-A, TMP61A-3-13, TMP61A-3-14, TMP 61A-3-15, TMP 61A-3-16, TMP 31A-3-17, TMP 61A-3-18, TMP 61A-3-19, TMP 61A-3-20, TMP 61-180A, TMP 61-179, TMP 61-173A, TMP 61A -3-B1, TMP 61-167C, TMP 61-167A, TMP 61-171, TMP 61-172, TMP 61-172A WHITED FAMILY, LLC GRADE SCHOOL 25' FRONT 20' REAR 15' SIDE 30' BETWEEN STRUCTURES 20' GRADING TO ADJACENT RESIDENTIAL USES NOT APPLICABLE NOT APPLICABLE 89% 11.87 AC 15 34'-6" 30 30 2 1.46 AC ,-,- Arr\l-r nc DI AInInIlni/_ ANlr) (�r)NANA1InIITV r1G17G1 (10NAGNIT Context Ma Scale 1':200' 1. TMP 61.1670 5. TMP 61-172A 9. THEVILLAGE SOUAREWHASE ONE) THOMAS D. WETSEL AND BOBBY D. MARTIN, SR AND D.B. 743 P. 613 PLAT CLARENCE H, WETSEL AND PENNY MARTIN TMP 61A-3-13, TMP 61A-3-14, TMP 6tH -3.15 MARY W. HOOD D.B. 1190 P. 296 PLAT TMP 61A-3-#6, TMP 3#A -3-t7, TMP 6#A-3-#8, TMP 61A-3-13,TMP 61A-3-20 D.B. 1681 P. 177 PLAT D.B. 119D P. 288 P. 164 DR 1681 P. 174 D.B. 1063 P. 671 10,TMP 61A -5-A P. 449 PLAT D,B, 244 P. 347 PLAT PHASE THREE VILLAGE SQUARE 2,,TMP 61.167A P. 30 HOMEOWNERS ASSOCIATION WHITED FAMILY, LLC 6, TMP 61-173A D.B, 1637 P. 35 D.8. 2159 P. 380 DONALD T, AND D.B, 864 P. 362 PLAT D.B. 1531 P, 677 PLAT DEBORAH H. TISDALE D.B, 1164 D.B, 1182 P. 579 W,B, 69 P. 346 P. 669 D.E1059 D.B. 1060 P. 686 11. TMP 61A-3-81 P, 266 PLAT ED: 310 P. 689 COUNTY OF ALBEMARLE 3 TMP 81.171 HWPB X P. 302.304 FUTURE MEADOW CREEK PARKWAY R/W STEVEN STRUMLAUF AND SONIA FOX 7. TMP 51-179 Dl 672 P. 165 JOHN H. AND D.B. 236 P, 446 PLAT MARY N. KETCHAM D.B. 1724 P. 559 D.B. 336 P. 449 PLAT 4. TMP 51-172 BOBBY D. MARTIN, SR AND 8. TMP 61-i80A PENNY MARTIN THOMAS AND RITA HASSALL ET AL D.B. 1190 P, 296 PLAT D.E B. 2734 P. 90 6 D,B, i190 P. 288 2051 P. 696 D.B, 236 P. 446 PLAT D.8, 588 P. 426 PLAT Le Bend /Abbreviations ITEM EXISTING OWNER TMP 61-170 CROSSROADS WALDORF SCHOOL, INC. D.B. 2618 P. 192 PLAT D.B. 2214 P. 114 PLAT D.B. 2214 P. 108 D.B. 2214 P. 105 D.B,1076 P. 70 D.B. 1074 P. 164 D,B, 663 P, 242 D.B. 336 P. 449 PLAT HWPB 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. 1066 P. 669 D.E1059 P. 349 D.B, 464 P, 266 PLAT D.B. 282 P, 179 PLAT HWPB X P, 296-296 PROPOSED I� z BENCH MARK --UGE - - -UGE - PROPERTY / RIGHT OF WAY LINE -OHE- - -OHE- SETBACK LINE --UGT - - ---UGT - CONTOUR -OHT - - ----DHT - INDEX CONTOUR -, _ 10 _ __ _ _ _ 10 FIRE HYDRANT BUILDING -OHT-OHT PAVEMENT _________________________ RCP WATER MAIN ---- W ^. _, - w- _ _w w WATER VALVE a- _ TO STORM SEWER 7==-- SANIITARY SEWER - S - - - S - - S S S - INLET - --S- - -S--O -S S♦ MANHOLE - UTILIITY POLE fl TELEPHONE PEDESTAL OVERHEAD TELEPHONE -DHT- - -DHT - EASEMENT i BITUMINOUS PAVEMENTS ' CONICRETE PAVEMENT --------_---a----------' I------------------------1 CURIB CURB WITH GUTTER GAS LINE - G _-.._. - -G DRAINAGE AREA DELINEATION SWALE/DITCH RIP RAP STORM DRAIN IDENTIFIER SANITARY SEWER IDENTIFIER UNDERGROUND ELECTRIC LINE --UGE - - -UGE - OVERHEAD ELECTRIC LINE -OHE- - -OHE- UNDERGROUND TELEPHONE LINE --UGT - - ---UGT - OVERHEAD TELEPHONE LINE -OHT - - ----DHT - REINFORCED CONCRETE PIPE /aCP FIRE HYDRANT FH PLANNING/ ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION YARD DRAIN TOP OF CURB BOTTOM OF CURB LOW( POINT DROP INLET CLEAN OUT WATER METER TOP OF THE STAIRS BOTTOM OF THE STAIRS TOP OF THE WALL BOTTOM OF THE WALL VIRGINIA DEPARTMENT OF TRANSPORTATION Revisions 1, 09-12-05: COUNTY REVISIONS 2. 10-28-05; COUNTY REVISIONS 3, 12-01-05: COUNTY REVISIONS rC BC LP I cd i411w 75 BS %X/ 9w 1007 WM TS BS TW BW VDOT c r��•i�i�' a�•i�w...........''��•i�,��!� -OHT-OHT RCP FH 193 TO :• • WM TS BS TW BW VDOT 111�� MW A0 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 NA,-,Am.mckeecarson.com TMP 61-167A WHITED FAMILY, LLC D.E. 2159 P. 380 D.B, 1531 P. 677 PLAT D:B. 1182 P= 579 � � r TMP 61-1670 47 THOMAS D, WETSEL AND CLARENCEH. WETSEL AND MARY W, HOOD D.B, 1681 P. 177 PLAT D.B, 1681 P. 174 "zl 20, Z "S 0 It J J F GREEN WAY DEDICATION 50' BUFFER I f DRAINAGE AR DA #1 R S if �.O TMP 61-170 1.22 ACRES e, N \QX %4 06 0, N J f i 7 `-O.' -aUl L D1% -TQA�' Kj L"�INE/ 383.31' 7 t N56010'07"VV Q 7 '0 v "V A vl� LU D TMP 61A -3 -Bl 0 COUNTY OF ALBEMARLE LO FUTURE MEADOW CREEK PARKWAY R/W Ncy� �a 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 Albemarfie, County, Virginia • f Ivi c 01-1/1 STEVEN STRUMLAUF AND SONIA FOX D.B. 672 P. 165 D.B, 236 P. 446 PLAY S12°56 5"E 18,36\ S12° '23"E BENCH MARK ISSURVEY �DS O�02 4'2 1 "E CONTROL POINI T JD, 4'41"E ELEVATION 451,07 z --7,9 4' \S03- E -4 S &3 04' N 3-1 S. 0 2 "2,0 8-" E _R -'�4 0 A 1-174 T C 2 73-8' A G. CBS !7-,58'29"W Rz3'1 0 0' D E L T A Z" 4 0 "3 8'1 &'r A`-16.25' 'v -T-8.31' QiBzS56019'15" SF-- DR ao �A I Z - E D�N 0 % 0 0 -77 N16 TMP A i f'-'DONALb T. 'AND'- B'O R A H H, TISDALE W, B," 59 P. 345 1060 P. 686 �.B, 310 P, 589 HWPB X P. 302-304 TMP 61-179 JOHN H. AND MARY N.KETCHAM D.B. 1724 P. 559 D.B, 336 P. 449 PLAT 61-170 CROSSROADS 41 D.& 2214 P. 114 PLAT D.B, 2618 P. 192 PLAT 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 Albemarfie, County, Virginia • f Ivi c 01-1/1 STEVEN STRUMLAUF AND SONIA FOX D.B. 672 P. 165 D.B, 236 P. 446 PLAY S12°56 5"E 18,36\ S12° '23"E BENCH MARK ISSURVEY �DS O�02 4'2 1 "E CONTROL POINI T JD, 4'41"E ELEVATION 451,07 z --7,9 4' \S03- E -4 S &3 04' N 3-1 S. 0 2 "2,0 8-" E _R -'�4 0 A 1-174 T C 2 73-8' A G. CBS !7-,58'29"W Rz3'1 0 0' D E L T A Z" 4 0 "3 8'1 &'r A`-16.25' 'v -T-8.31' QiBzS56019'15" SF-- DR ao �A I Z - E D�N 0 % 0 0 -77 N16 TMP A i f'-'DONALb T. 'AND'- B'O R A H H, TISDALE W, B," 59 P. 345 1060 P. 686 �.B, 310 P, 589 HWPB X P. 302-304 TMP 61-179 JOHN H. AND MARY N.KETCHAM D.B. 1724 P. 559 D.B, 336 P. 449 PLAT Scale 1"=50' Contour lnterval=2' 7 0 60 100 200 Revisions: 1.09-12-05: COUNTY CUUMiENTS ,10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS Scale: Date: Project No.: Designed: Checked: OWNER TMP 61-170 CROSSROADS WALDORF SCHOOL, INC, D.& 2214 P. 114 PLAT D.B, 2618 P. 192 PLAT D.B. 2214 P 105 TMP 61-180A 108 THOMAS P AND RITA HASSALL ET AL TMP 611A-3-19 TMP 61&*3420-, D,B, 2734 P. 90 LOT 19 LOT 1,20',,. D.B. 2051 P. 596 242 D.B. ,588 P, 426 PLAT Scale 1"=50' Contour lnterval=2' 7 0 60 100 200 Revisions: 1.09-12-05: COUNTY CUUMiENTS ,10-28-05: COUNTY COMMENTS 3.12-01-05: COUNTY COMMENTS Scale: Date: Project No.: Designed: Checked: OWNER TMP 61-170 CROSSROADS WALDORF SCHOOL, INC, D.& 2214 P. 114 PLAT D.B, 2618 P. 192 PLAT D.B. 2214 P 105 D,B. 2214 P. 108 D.B, 1076 P 70 D, B. 1074 P 164 D.B. 1074 P. 164 D.B. 663 P: 242 D,B- 336 P. 449 PLAT HWPB XI P, 38 HWPB XI P. 30 OWNER TMP 61-174: MEADOW CREEK LLC D.B. 2 618 P. 198 DB- 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. 282 P. 179 PLAT HWPB X P. 296-298 111C I 10 06/24/05 0,123 ER;IB4;SRK RS. Sheet No.: vemolition Notes t WATER, SANITARY SEVVER, ELEOTR|D, TELEPHONE AND {)ABLE TY SERVICE SHALL BE MAINTAINED, OR INTERRUPTIONS OTHERWISE COORDINATED WITH OVVNER, TENANT3, ASSOCIATED AGENCIES AND SERVICE PROVIDERS. 2, CONTRACTOR TO DETERMINE, THROUGH THE OVVNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS. 3. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROV0ER8, 4. LANDSCAPE CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLAMT|MG'S AND AREAS TO BE SAVED WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS OF ALL TRANSPLANTED MATER1AL, 5, EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE, CONTRACTOR TO CO-ORDINATE THIS VV/LANDSCAPE ARCHITECT ON SITE, Demolition Legend TBM AREA TO BE DEMOLISHED, / / / / SINGLE ELEMENT TO BE DEMOLISHED OR RELOCATED. , TO BE REMOVED TO BE MOVED / / / / / / / / / , / /S72"0' ' "E �Y / , 2�29' 28ASH150 X 462.48 / �/ / "nx,*o 4513.37 468.41--1-----~- / // (D 47%60 / / 477.90 115 L2�81�OP145 AOP 17 42T 0 46720 44 3.39 U/ � x 484.0/ \ / -~_~_-- / \ / p / \ -�-48(\22 42HEtWI35 0 483,16 18A@H130 \ / 28AIIAf140 -~`-0 483.58 0 4847B ` � / 28AS'5�82,15 484,22 ~%^ /� X 48t�� / . \ / \ / �� . x483.40 / ?P140 85 473.0,/ T11AP O1-172 BOBBY D. MART|N, SR AND PENNY MARTIN D.B. 1190 P. 296 PLAT n Mn p ,nR M. ^ '~ � / /\|| u z � '\ \ \ IN FA VOP OFTMP 1- 174 AND 453,33?OAlltl G1254601,69 30RINE140 + :L -/124A SH135456,70-495.99 39- TO ~r�)\ AC\ ~45�3D 0 -.477 06 ` ' 457' -' x 450, 6 BC T�76P�£�=5/�� TO 455.94 nzf 9�Ic � cu� / 4��;�� it, ^_ /chVE125,,~,`��m/ \ � \ ` _ \/ _/ /_ ��; �' ��44 z, 4 4,41 X 7Kl ��_'7l TBR "'�x13.39 A C�/�«m452. CO � ^" C '�� *�E/ ` � / '-- E' CEL / / ?'�x483'�4 / / . / /uum��c� �N 4E/v`Em THE {TBR ` 48032 /11 24El - / n 9 ^ u \ / __ PARCEL 8 BR q x 4��9�45 24MIAP/3O ^". TBR �� 468.36 �7�� '�QO »�1 145-551 4749 -- 476,831 R f TBR / \/�'' ° TBR TBR w4��/ 69 464,77 �L/4 R 0/PpX 46V.63 4 06 ~ ~ \. \ � '^. .u ~ , � TV /�x32u*n'ou66.34 456�38 "81 u � po��47569 SViH x ^~ 20 K130 TER f 465, f3 240AK140 .on '~ ~'~ 0 x 469,15 / 471.14Bc ~` B -IL -,A - 452. TO 4,56 25 -'''- 482.86 47f GN'r 484.551 2 4 64J� / 464.95 '4774x ~ A ~^ - , [\ / /' / /\\ / TER X 1183. 01 G 18s),01130 0 "\\0OF 472,18 06 TBR UPiVK-28 &1 22POP TBR 20s)�_ GW ;,34 472,76��muv ~" ~~~~ 34/-110/W5- » 64�48 \ ~'^°2 TBR OHE » -~-- a \ 4 25 20'SA&YrA/9Y 66.34 TER 475,34 SEWER 0 /x EA5^y1,T � 4^4 {5' ^ -�- ' «/ « TBR o�/_°^^ n 87 �~~OH6 le, 66.11 4175.43 X A 66,25 0 qHe 7' TBR ow /x 438,79 X 466.95 X 457 04\ 1460.08 0,49 442.59 CAR 0 445,32 -Z AW X11 4 32499 TO 15' RZDUC59 46724 420AK>(50 Q) /1K 1440.14f X 34,\1A1,K1511 38OAK160 458, 1 470.49 44 f.24 0 RAP Q 11 QP 38OAK140\ 464,05 al A OS Y013-0 ^ � ' ' 1401 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522f: 434-977-1194 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property 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 eithe� McKee Ca6n or Field Sport Concepts, Ltd. N � / /- -�xJ ` o x-r~~' 434.86 In /' 4��88 432.16 -4_'K135 �"'�ux,v _A67 52 ^" SETBACK um��TOP -7------+- 423.5v 36ry~/40 Scale 1~`28' Contour >ntorva|,2' -11 �� 35oOp/40 x456�400,'u 46�63 / -4-P VC I319, 16, N - < A1b(;:%mae%r1E-%:County, Virginia o /u 4 ou 4 z 0 S TUB | Date: 06/294/2005 Project No.: 0323 Designed: SRK Checked: RBIVI | Control Notes: LVI-1-0: VESCH) Notes, 11---, '% CONSTRUCTION ENTRANCE PERMANENT SEEDING ES'1 UNLE3S OTHERVV|SE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND t 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 g ANY SEDIMENT VI ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT UE 1�� US E�'2THE PLAN APPCULVERTS. '"^~^� E. & S, STD, & SPEC, NO. 3.02 E. & S. STD & SPEC. NO. 3,32 (�S_) SEDIMENT CONTROL PRACTICES WILL BEL -CONSTRUCTED AND MAINTAINED ACCORDING VIRGINIA EROSION AND SEDIMENT CONTROL HANOBOOK, THIRD EDITION AND SHALL BE GREATER THAN 3`t """'^~^~ ''~`|''--- LOCATIONAS REQUIRED THE B TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, STABILIZED FROIM FURTEROSION, SILT FENCE G NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE UpTREEpRDTECT|ON SEDIMENT CONTROL H»muBuun AND VIRGINIA REGULATIONS «n »2»-u2'uOEROSION BE CLEANED OUT AND PLA TE. - S. - T - & SPEC. NO. 2,05 SEC. NO, 3,38 AND ^E"|M"` ""`T`"^ 'EG`^`''~N", 2� ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS EROSION AND SEDIMENT CONTROL PLAN BY 1O. B | |« �U�c�o(i) NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, MAINTENANCE OF A GRADING PERMIT. LOCATION WHEN "''�^'~~EEN STABILIZED FROM FURTHER SOIL EROSION, SEDIMENT �ETHODS OUTLINED �N THE VIRGINIA SHALL -- ALLOWEDTUO UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER �DRAINAGE AREAS DA0�0�0 ROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE AND REPAIR SHALL BE |N ACCORDANCE WITH THE L ASSUME ALL LIABILITY AND RESPONSIBILITY FOR 'EROSION AND LVE E. & S. �TO� & SPEC. NO, 3�O7-3 (SEE MASTER PLAN) PAEODNSTRUOT|O0 CONFRENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED, 7� THE CONTRACTOR SHAL DISTURBING ACTIVITY, ANED ONE WEEK PRIOR TO THE FINAL INSPECTION. SEDIMENT CONTROL MEASURES' AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING KDUST CONTROL EKLy' AFTER EUNOAT|ON. PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN 11, AMU�MUMWATER TAP OF 1 INCH MUST BE INSTALLED WITH AMINIMUM 1 INCH BALLCDUTEMPORARY DIVERSION DIKE yVCIRCULATION AREAS AND ENVIRONMENTAL QUALITY. PLYING WASH HOSE °'' " "'~~E~`O'^~ INCHES FOR '--~-ATE E. & S. STD. & SpEO� NO. 3.00 l ES -3. ALL 'EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED pR|0A TO OR As THE EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL, CONSTANTPRESSURE, RTAWAY TAN (u LIMIT OF CONSTRUCTION FIRST STEP IN LAND CLEARING, 4 PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 0 THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS APPROVEDSETTLING AREA TOREMOVE SEDIMENT. EALL OSEDIMENT SHALL BE PREVENTED ^~_~. TEMPORARY SEDIMENT TRAP =�~~~��=�°~~~~�~�~�, | -_ - _--._ -�__ -.� '.~ -.--..^ ~_ _..� �.�� ^".",�o nruco cn/oo^��m� o�mo rn �xmmn THE CONSTRUCTION AREA ONTO PUBLIC FROM ENTERING 6|UHM DRAINS, DITCHES OR WATER COURSES, (��') _ _ _ ___ _ ,__~ ^., ~~ ES 4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED AREAS VV!TH|N 7 DAYS AFTEA F|NAL GRAD� !� ��|8�L|�M�u um xm' pu�/mm u� /nc m/c� «nu/u" v'''�'` �""""'�'`' ^~'` ~ ~'''''~ ��- ��—�S- ,�|�U|Ty T� CLEAN ROADS �=^� E. a S. �|u� u up�c. mu� u�nu � ON THE SITE AT ALL TIMES, ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LUNGER 0R PRIVATE ROADS. |T SHALL BE THE CONTRACTOR'S RESPONSIBILITY uHE ROADS . 12 THE TEMPORARY DIVERSION O|�E MUST REMAIN |N PLACE UNT|L THE AREA |S STABILIZED. ~~_-, SAFETY FENCE ___ __� __��__� __� THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ALLAY DUST AND TAKE WHATEVER MEASURES NECESSARY TO INSURE M8 | � UA E� & S� STD� & SpE�� ND� 3�O1 ES -5, PR|OR T0 COMMEN0|NG LAND D|STURB|NG AOT|V|T|ES }N AREAS OTHER THAN \ND|DATED ACT|V|TY, PERMANENT STAB(L|ZAT|ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT ARE MA|NTA|'EO |N A CLEAN' MUD A0D DUST'FREE COND|T0N AT ALL T>MES, 13� LAyOUT FDA D|VERS|ON O|KE ALDN� ENTRy DR|yE yy|LL CHANGE DUR|NQ OONyERS|ON STORNVVATER CONVEYANCE1OHANNEL ~�__- .-�__-..'~~ ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0 OFF-SITE BORROW OR WASTE &REAS) DORMANT FOR MORE THAN ONE YEAR, OF SEDIMENT TRAPS T� BIO -RETENTION AREA, SEE SHEET 4A FOR FURTHER DETAILS, PL `~~~� E�2 MATTING ,�`;,p I _`,`,-� CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES, .__� 0 1 THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE , " OUTLET PROTECTION UC 2 . l 3.36 1-1 , 1, " 1'1- \ \ ,' 14. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. �?)p ES -I THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION ," --.94 , ; ;�� I " I . 4 " I- I : I � yll , I "y SILT FENCE DROP INLET PROTECTION - I " , / I IJ - I I ,gAlll 7 , (�� 0 1 ��DE.E.....,ED B. ...E .L.., APPROVING.AUTHOI .1 I . . J J ,/ 0 ) 4'2HE,1Vf1_'5 ',qy 16. ALL SEDIMENT 1TRAPS ARE TEMPORARY, SEDIMENT TRAP NO. 1 WILL CONVERT INTO ONE ; I -,- g�=RITY, \__, I" y ; ?_ " ( 1111 I I I - II 1'_," 11 " " �..��`Illlllllllll�� ,_�, '�\ \ r---�_ `llllllll7_ - "--",l is" L_ -.0l I I , I— , TION 'FILTER, SEDIMENT TRAP 2 AND 3 WILL CONVERT INTO ONE BIO -RETENTION FILTER. I , . I , I , , , , - \1 T -` \ BIO L__ --r ;��,, - , , � , \ OTISD ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 'HI50 ; I , _,", ,,- ," P ,/ _ l / oll, , E -1 - J J) VI., I , 'i 1-i , i I . . ,)i I/ / ;1 5/1v", �3 - I 0 483 58 _211 17. SE MASTER PL -AN FOR DELINEATION OF ENTIRE DRAINAGE AREA, \1 -777, ,� , - �_ �/11�j I , r 'v_-) I I __� -_ I ,- , I , I' *-\,__/- , r Q�0 ,6 ,f - l \ ,-4 'r, (' , / " , .11 _ - 12 -�D -0 - , " / "I „)'XAV`, ” L� i �,,�_ " I - - -W, " '4, -, 0 L!, _� 0 ) 4 8 4. 22 1 ,-,D '], , f" s-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND ; I � I ) WRm '�/ � ___ - v!z, ""t � , -I' I /1, - I/ I 11 11 I I _,,,t$ , I - 11 (RD " .,� I I_ — I'- I T I --- I -) -"-,- —` \ A /, _� . ( � 1 / � _) 11 Y, - _p-, 1 -, I., I , \ i I I I N !J U cl, (J li, 40P . I/ \ \ \ � , - ( \ 365P/Al 140 1 1 / I �J__,_,f, " I '_ , J , , I " Q ;,,;,'-e,h, ; I , )-, " ._ ''. 11 "I V, ,,, I &F� , ,_ )� _.'? llf__U!R, 11 DD _j / \\ I � I QPJ � \ \ ____ ; I I _ ,,,- \ , _11 '\,�' -, - t ty b1b I I I _ I I -1 ,- I -, ,'-�Ij , 'ilvi-") I , ,\ T , , _?2,', �11' 11 \ 1_1-- !Z_z , , \ '\ �� 0 �K�l 6 , ...... , k I , ,�w, 'I "�"/ -,�o " _'ll.l... r �,J I - M' ` _\ , \ , � (`(___��_" , // I `_(`� V)k� " ) NDE" �_, __ ) __l __ 1� -J-11, 1\ \(_f_'1,r �5"��'_,/v;_" ��l _/ I - , ffr" 11� i 00�1 w , I � - , � �'CONI !EC 1 (I 1\i Li E I �Ilh V E N I T 1-1 F ( _, , 11 , , / 0,_ I I � ." ,� ;,il ____ _____ ____ , � : / / / ___, / ) . _� 1'�,,ll \ \\ , --- -, 4 , C) , I - _,�_�<��'._.'' , , " ,m?, � , !, I I I I , - ,,`,,� , 4 , , ,_11) . "I A P/3 0 %,,.-:,,'.-,::,�.,,,` N ., / -, 1, , � 0 , � ,,l __,: __ I , I , / ` A F . V ___. - I \ � // / "/" _,_l .: . " .. I I IV I „, '0 1 1/// r 6 y . .. ............ � , _. I ; I / / __ � / / ,� ' ` , 11- / � � `-` / / � / _=�� D D) � ' / / ' -��~� / �f� »`' / ' /' '/ ',' ~~ ,'' `---~� / -_��---�� /u `�� 11 ` � / , ' '11 ^p ~.~� � -`° / � �� ^ / \ . � / / r` ~ / / -~ �� / ' ' \ \ mw~- \ 8 � / ' _ ~~- / ' � ~`�-^ / � �~ / ~- \ qz/ \ \ �� /~ / ,' '' _~~-~ /�� \^,w« -~�- �' _8�� _ / -~��`~��' �� / `-��-�� '�-- '/ / /'/ // �� \. /\ \ ,^ ,X^ 0, SEDIMENT TRAP ___ SEDIMENT TRAP NO.1 -' ' 0321 1 Designed: E-P,;BT;SRK 4.0 tO WET/DRY 107 11 -- -DRY/WEIR WET/DRY 54 12 115 19WEIR 9�6 2,5� DRY/WEIR 60 SEDIMENT TRAP NO.2 Late: 05/01/05 Project No.: 0321 1 Designed: E-P,;BT;SRK WET/DRY 54 12 DRY/WEIR 60 18 WEIR 3.6 2,5 SEDIMENT TRAP NO.3 WET/DRY 47 15 DRY/WEIR 55 23 WEIR 6.0 25 1 I � I-~~�''r:l � �, � \ Y �1 � '. / S � ' ''* � � � , , I I �e�� ': / �-^� ' � ` ` \ / / ' \' �I - " - - I � I I` - � ^�� . , ~~' ° ^ . � ��` ` `� ..'--_ / / \ � \ '' �� `' ��50 ' � ' / -- ~�� `� --- ' \ / ^ �n�~u � � � � ' ` -, - ^r �� , ' / \\ � � ' ' / / ��-~� . ~ -= �` _ =� / / � / | ~��v �� ` , ~� `` _�� ,.� `� � �` 4O -�-�� -/\ [ n \ �_ " ./ '�� /� '�/� /' /�� / / %nk��~~\ _ . D -u��----11 n `.� , / / K � � / � V / `� ! `~� -~� � ~\~~/~ -�. \ / \ { / ` ` -�� ' ' ' ^ /' �/ / / / `�� `�, -~~~ �, `�!, /, `\ ^ " ``- r'� � \ \ \ /4VCN __ _111-1 11 /' ' ,/ �� ~| '/ /-~� u> ~^� ,/ �, / �- / / \ ' ' � --- \ \ � � _1 I` \ | -` ` `-��~ \ ' /*n/ / / ` ..�� . ~ �”��C/�y\� � \ 4�� \` J' \ / _ _ �\ \�r \ `�__�_�3\ �-�� \ �- /\ \` \ \ ` ~ ` � ` \ /_.` �~` � \ ]` ~ / I- ` \ \ . �\ / \ - ' � � / I 1,I 11 � / �� UK � /~11 ` \ / 5577 D 1_-��' J&pOP/4� ��J�7 /I�C rO \ ' ' ��\ ^ ~`�4�� / �11 I 131 � _/11- � � ' \ �u' � � - ~ -- _ - ll, . ` I_ 1,1. - ' � _/^`. � \ � ". I I �� ^�� '�� ' ' CONSULTING ENGINEERS LANDS(-_APEARCMITEC'0 LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, N/A 229O2 t434-979-7522 t434 -977'l}94 McKee Carson rind Field Sport Concepts, Ltd. reserves its common low copyright and other property rights in these drawings. All ideas, I designs, sect[ons, details, and plans are the [ properly 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 I to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 5 ' / / /�_____ /SO "ll' H"I'll"' 0 L THE WAL'u" ORF SIC U Albemarlue County, Virginia ' / / �~~/ / ' / / � � / / _ / / / / ~~. ' / / / / ' � / / / / � / ^~- � / / / � / / [�/�\ // 8uo|o 1^��O' Contour |ntorva= �=�� .1 / 7 / ' ' // --__----_-- � `� �� / � / / / / ' - - - -- �` `' --- / / / i \ / ' ,, _. _ � � , / / / ' ' '� ~ -� ` / LJ I / , | | / - ` \ / / '- � . �- � �� / , | | \ \ I .'~ / ' , � ` � � ~ � �O 40 8O � `. ' '� / '' | --' -- .� `�~~ � ` \ /'' ,' .' � �' k)] �ru- � ' \ ` ` ` /' ' " I" ' } '� u^ ^ ! : 5 1''Ill �, .0 , I'll, 1-1 In Well 164r#3 � � � I i � I I I � � 4M MIR I �1. 09-12-05: COUNTY COMNIENTS 2.10-28-05: COUNTY COI`TS 3.12-01-05: COUNTY COMMENTS Late: 05/01/05 Project No.: 0321 1 Designed: E-P,;BT;SRK ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND 1. TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND IMPLEMENTED PRIOR TO EDITION AND SHALL BE GREATER THAN 3:1, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 5. SURFACE ROUGHENING (E&" STD. & SPEC. 3,29) SHALL BE PROVIDED ON ALL SLOPES 9) ANY SEDIMENT WHICH ACCUMULATES IN THE EXISTING POND SHALL BE CLEANED OUT SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION R AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SEDIMENT CONTROL REGULATIONS. AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE' HAS BEEN CONSTRUCTION 6. NO LAND DISTURBING ACTIVITIES STABILIZED FROM 2. ALL EROSION AND SEDIMENT CONTROL � ^''~~'»�^^T"Jv ENTRANCE ENTRANCES-----^-PRIOR'"'E Arrnw»*L OF THE FURTHER ^`~"'O`, E. & 3, STD, & SPEC,`",�-- ---~E~^` '"ED AND REPAIRED AS EROSION AND SEDIMENT CONTROL p- ~' 'LBE=A`LE ISSUANCE 3 EAR, .~O�2ES'2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY ou��u�w+m/�m*N�� OF A GRADING PERMIT. ONANDREPA� SHALL BE IN ACCORDANCE WITH OUTLINEDE10' A MINIMUM WATER TAP OF 1|NOH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SAFETY FENCE-H''VALVE SUPPLYING AWASH HOSE WITH A DIAMETER 8F1.5 INCHES FOR ADEQUATE E. & S. STD, & SPECCONSTASH WATER T0F-' ''~~�'u �m U. NO. 3. 01 PAECONSTAUCTONCONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND EROSIONMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 7. THE CONTRACTOR SHALL ASSUME ALL UABKJTYAND RESPONSIBILITY DR EODN AND APPROVEDSETTLING unc^ /u��wVV� SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED ACTIVITY,DISTURBING ~ `'- `-�` PRIOR TO THE FINAL INSPECTION, 3. '^`^'S''E'ARE DESIGNED TO p*L|EC| ADJ0N1N8BU|[VNG |EDRAINS, E-0'-`�}�-�--S~'-^ BE INSPECTED ~ LEAST TWICE WEEKLY, AFTER STRUCTURES AND FOUNDATIONS, O/AT�E-LDRAIN INLET PROTECTIO BE NJAN ED ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 'L*»Eu PRIOR TO OR AS THE EACH RA|NFALL AND AT LC}GA/'FIRST STEP IN LAND CLEARING, H'~^AFTER CIRCULATION ""uA» AND ENVIRONMENTAL QUALITY, E & S. STD, & SPEC, NO, 3.0711� THE TEMPORARY DIVERSION DIKE MUST REMAIN |N PLACE UNTIL AREA IS STABILIZED, TEMPORARY DIVERSION 0KE4, PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED THE CONTRACTOR 'R«m|uE ADEQUATE MEANS OFCLEANING MUD FROM TRUC12, EXTREME CARE TO BE TAKEN NOT TO DAMAGE EX|3T|,Q TREES WITH DIVERSION DIKE, SPEC, `~, 3.09 ES'4. ACDpY OF THE APPROVED EROS/ON AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE ~'E`'"LL''MEu, cESTABLISHED PORTION OF THE SITE. AND/OR|CONSTRUCTIONPUBLIC ECONSTRUCTION|UEROADS.CONTRACTOR'S "E«ru/ooL///T/ CLEAN ROADS, 13SEE MASTER PLAN FOR DEL/NEAT|ON (F ENTIRE DRAINAGE AS|-'Y~' ~E LAST CONSTRUCTION PRIORCOMMENCINGO DISTURBING ACTIVITIES IN AREAS OTHER THAN |ND|CATED ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED SBE LEFT ALLAY OUST' AND TAKE WHATEVER MEASURESTAAREA, ON PLANS (/NCLU0NG'BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS[ _ STORMyATER 0Om«�YANCECHANNEL VATE 30 YS TO DOR MANT FOR MORE THAN THE PLAN APPROVING AUTHORITY, ERBSUPPLEMENTARY �.°"."N,um/nv� 'L�w /u /�� |NL......".'."EcCunu///um *| ALL ||�ES� E & SSTD, & SP0 14, THE TOP ELEVATION OF GRATE kNLTET-2 TO BE RAISED UpTO 447 FT AFTER THE OF 1| - �� ES �- `' '` '�~'=`"'"LE FOR x:o/^LLATmm OF ANY *UU||/ONAL E OUTLET PROTECT/DN MEASURESCONTROI —NECESSARY�^O '"E,uv/ EROSION AND SEDIMENTATION ASDETERMINED BY THE PLAN APPROVING AUTHORITY. ` \~~^� E. & & STD. & SPEC, NO, 3��8 ES -7, ` PERMANENT SEEDING ALL TIMES DURING LAND DISTURBING ~(Tom/� DRAIN TO APPROVED SEDIMENT ` ��"��rmov/ STURB|NG ACTIVITIES AND --~`^` ^~^ MEASURES AT NO 3 � E. & S� STD, & SPEC 32 FINAL STABILIZATION IS ACHIEVED, - ~~ - -If | r~// Z169 -16 '2 MATTING \-��TER|' IR �H/30 E. & S, STD� & Gp EC� NO, 338ES8� DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED F/LDEy/OE -'-AREASESDRAINAGE (SEE MASTER PLAN FOR ENTIRE DRAINAGE AREA) |NSPEOT ALL EROSION CONTROL MEASURES PERIODICALLY OALLYAN f�� ` DUST CONTROLATO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL U� MADE 2811 C' FTER EACH RUNOFF -PRODUCING RAINFALL EVENT.ANY NECESSARY REPAIRS OR CLEAN 4842 EE)|MMED|ATELy. LIMIT OFCONSTRUCTION 711 ^"rxvc,4, ROUND Layout C SCALE 1"=50' POINT NORTHING EASTING Bi 3908344.64 11493778-64 8.2 3908435.51 11493613.36 B,3 3908458,93 11493552.16 CA 3908030.68 11493920.01 C,2 3908342.64 11493751,45 1 3908122,68 1149392 0.01 2 3908269,78 11493490,46 4 3908273.0 0 1143405.09 5 3908391,04 1149301.67 6 3908403.80 1149318.80 7 3908396,83 11149346428 8— 3908379,98 11493476.87 9 390828215 114933 7 5.17 10 3908387,30 1149372.96 11 3908470.11 11493510.66 ALL NORTHINGS AND EAST|NGS INFORMATION FOR THIS PLAN |S / / BASED ON A PLAT PREPARED BY THOMAS B, LINCOLN LAND ' � SURVEYOINC. CHARLOTTESVILLE, VA. DATED APR|L 10' 2004� �� ' ' ' � /. / � A ,. ' / / ' / *u, ' Z- / ----- \ \ 20 \ �C�" `— \ . ` l �� N�0� ��KU N~I��~ ��UP-4 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t434-979-7522 ' f: 434-977-1194 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. THE WAL""' ORF SC 1. 09-12-05: COUNTY COMMENTS 2.10-28'U5:COUNTY C[IN4MENTS i 3.12-01-05: COUNTY COMMENTS I" = 20' FScale: Date- 06/24/05 Project No.: 0323 Designed: ER;SRK Checked: RBM CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGYH STREET CHARLOTTESVILLE, VA229O2 t: 434-979-7522 t434 -977-|l94 McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other property rights inthese drawings. All ideas, designs, 5eo1ions'details, and plans are the pmperrymfMcKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, mrcopied inany form ormanner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent ofeither McKee Carson orField Sport Concepts, Ltd. I It W tEM � M-01 - MO., - HN Revisions: 1.D9 -12-O5: COUNTY COMMENTS 2.1U-28~O5:COUNTY C[lWAEN%S 3.12-01-05: C0UNTYCO1W-8NTS Tce Scale: 1" 20, 'C 20'] FS [Date: 05/01/05 Project No: 0323 Designed: ER;hM;BT Checked: RBIVI Landscape Notes 1, SEE SHEET 13 FOR ALL PLANTING DETAILS. t 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 LIMITS NOT LOCATED IN PLANTING BEDS, OF CONSTRUCTION OR NOTED NOT TO BE 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 DRIPLINE OF EXISTING TREES, CONTRACTOR SHALL CONTACT MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT DOES NOT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION COMPROMISE T�HE: INTEGRITY OF: THE SLOPE OR MAT (IF USEW, SLOPE EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES PROTECTION MiATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION PRODUCT. COINSULT LA AND ENGINEER PRIOR TO ORDERING FOR TYPE AND ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO MONITOR QUANTITY. TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND TREE ARBORIST OF ANY OCCURANCE, 3. CONTRACTOR TrO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAP�E ARCHITECT, ALL PLANT SUBSTITUTIONS SHALL BE APPROVED 4. CONTRACTOR TO NOTIFY OWNER, 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 S[_JBJECT TO CHANGE AS PER CLIENT REQUEST, MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF 5. PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS, EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT PRIOR TO WORK. 6. ANY PLANTING DESIGNATED TO BE MOVED SHALL BE DONE UNDER THE SUPERVISION OIF OWNER AND/OR LANDSCAPE ARCH IT ECT, 5. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERED METHOD FOR GRADINGS AREAS WITHIN 'THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE, 6 CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER,AND LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN Y) 7. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(l) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). %V - CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF [�N SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. 1-7 8. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE 0, ARCHITECT PRIOR TO PLACEMENT OF ORDERS. -OR SHALL CONTRACI T THESE SUBSTITUTIONS IN WRITING. SUBMI 9. OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY, SEE LANDSCA'E NOTES NO.16 AND 'NO, 17 4 GB o 94 7 AA 71 CODE SCIENTIFIC COMMON OTY CALIPER SIZE CANOPY/TREE TOTAL CANOPY ERNST CONSERVATION SEEDS, 90006 MERCER PIKE, MEADVILLE, PA 16335, PHONE: 1. SEED MIXES FOR STORMWATER MA�NAGEMENT SHALL BE RECEIVED FROM: 800.8 73.3 321 FAX: 814.3365191, www,ernstseed, m 2, BOTTOM OF BIORETENTION AREAS AND BOTTOM OF VEGETATED SWALE ALONG ROAD __ RETENTION BASIN FLOOR SEEDING: cl-mmAX 127 3. BIORETENTION AND SWALE SLOPESD' -- NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 4. CONSULT WITH,LANDSCAPE ARCHITFECT BEFORE SEEDING DESIGNATED AREAS, , ° wr.K*�ffmw �|III: �-0LLOVV/NG ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; 8. PR(OTECTIVE FENCING, LIMITS OF CLEARING IOUTSIDE DRIP LINE OF TREES TO BE SAVED); jTR2:ES TO LOCATIONS AND TYPE OF PROTECTIVE FENCING; BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADE CHANGES REQUIRING TREE WELLS OR WALLS; S3HALL BE PROTECTED BY FENCING, FENCING PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF C"OUNTY INSPECTOR '-^°GRADING-'""v//'~�^/cu �ND-'~� - ~'"�x»� OR CONSTR"^'/um, 2. MARKINGS: g. TREE WELLS: APPROVED By 4 ACLEARLY LL TREES /T0LBE SAVEDTO |SHALL BEE�ARKEO WITH PRINT OR RIBBON AT A HEIGHT V�HEN TH��8ROUNDLLEyEL MUST BE RAISED WITHIN NO GRADINGSHALL�8E�i�P--�|' ~'E'TREE `'"vno,AR0N6 HAS BEEN INSPECTED AND APPROVED 10 TRF(�R-4' '` "�c WELL SHALL BE PROVIDED; AND A THESDR�LKVENOFEAATRE� TO BE ELE WALLS:- DETAIL �uu��TTED BY A COUNTY 3, PRTREE E -CONSTRUCTION | CONFERENCE: E�T|ON MEASURES SHALL BE RENEN/ED yy/TH THE VVUHEN.THE GROUND LLEVEL MUST BE LOWERED WITHIN THE DR!PL|NE OF _, SITE, '^''"v«��' -L SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL4 TREE TO BE 4� EQUIPMENT OPERATION AND GTORAGE� �t TRENCHING AND TUNNELING: SUBMITTED FOR CONTRACTOR 5 SOIL SVEHKCULAR TRAFFIC AND STORAGE OF|CONSTRUCTION MATER/ALS SAVED. FAR AWAY FROM THE TRUNKS OF WHEN TRENCHING VV[TH|NETHEAUKNTS OF CLEARING, /T SHALL BE DONE A3 `"� �nuo«mE*wuHA|OR�VVATER DETENTION DEVICES: PLINES OF TREES - ~� "" TRENCH|NSHALL �GWILLCONSIDERED AS AN ALTER0INCLUD��|yE� POSSIBLE, TUNNELING UNDER A LARGE TREE SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO 8E SAVED,1�� CLEANUP: - -^"''`«' rc�u�� R�0T�� -` '' 'a �w//u|p8[ED THAT NECESSARY 8 FIRES: � PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, F|RES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPL/NE OF TREES TO 8E SAyB}� /3. DAMAGED-E&7� T»«/« MATERIALS: DAMAGED plCr WO 00 PLANT CANOPY CALCULATIONS: HV HAMAMELIS VIRGINIANA 'NIGRA' COMMON WITCR-HAZEL 3 36"-42" 3 GAL TOTAL SITE AREA: IG LB ILEX GLABRA LINDERA BENZON INKBERRY 30 AS ACER SACCHARUM SUGAR MAPLE __ 6— _25- 6'- 8' 214 11-181, 11 11 - BN, BETULA NIGRA RIVER BIRCH _7 _2 .5 464 1284 324 CF CORNUS FLORIDA DOGWOOD 2 6'- 7' B&B 1 CK CLADRASTIS KENTUKE-A AMERICAN YEEO—WWOOD 9 V'425" B&B 289 248 2601 —FRAXINUS PENNSYLVANICA WHITE ASH 2.5 _" B&B 371 742 NS NYSSA SYLVATICA BLACK GUM 4 lf'-135" 5'- 15 GA 123 LONDON PLANETTREE 492 PO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3 2,5 B&B 1362 4086 CA QUERCUS ACUSTISSIMA SAWTOOTH _0AK _1 2,5 OB QUERCUS BICOLOR SWAMP WHITE OAK 4 3- 1356 .5 92 368 ERNST CONSERVATION SEEDS, 90006 MERCER PIKE, MEADVILLE, PA 16335, PHONE: 1. SEED MIXES FOR STORMWATER MA�NAGEMENT SHALL BE RECEIVED FROM: 800.8 73.3 321 FAX: 814.3365191, www,ernstseed, m 2, BOTTOM OF BIORETENTION AREAS AND BOTTOM OF VEGETATED SWALE ALONG ROAD __ RETENTION BASIN FLOOR SEEDING: cl-mmAX 127 3. BIORETENTION AND SWALE SLOPESD' -- NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 4. CONSULT WITH,LANDSCAPE ARCHITFECT BEFORE SEEDING DESIGNATED AREAS, , ° wr.K*�ffmw �|III: �-0LLOVV/NG ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; 8. PR(OTECTIVE FENCING, LIMITS OF CLEARING IOUTSIDE DRIP LINE OF TREES TO BE SAVED); jTR2:ES TO LOCATIONS AND TYPE OF PROTECTIVE FENCING; BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADE CHANGES REQUIRING TREE WELLS OR WALLS; S3HALL BE PROTECTED BY FENCING, FENCING PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF C"OUNTY INSPECTOR '-^°GRADING-'""v//'~�^/cu �ND-'~� - ~'"�x»� OR CONSTR"^'/um, 2. MARKINGS: g. TREE WELLS: APPROVED By 4 ACLEARLY LL TREES /T0LBE SAVEDTO |SHALL BEE�ARKEO WITH PRINT OR RIBBON AT A HEIGHT V�HEN TH��8ROUNDLLEyEL MUST BE RAISED WITHIN NO GRADINGSHALL�8E�i�P--�|' ~'E'TREE `'"vno,AR0N6 HAS BEEN INSPECTED AND APPROVED 10 TRF(�R-4' '` "�c WELL SHALL BE PROVIDED; AND A THESDR�LKVENOFEAATRE� TO BE ELE WALLS:- DETAIL �uu��TTED BY A COUNTY 3, PRTREE E -CONSTRUCTION | CONFERENCE: E�T|ON MEASURES SHALL BE RENEN/ED yy/TH THE VVUHEN.THE GROUND LLEVEL MUST BE LOWERED WITHIN THE DR!PL|NE OF _, SITE, '^''"v«��' -L SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL4 TREE TO BE 4� EQUIPMENT OPERATION AND GTORAGE� �t TRENCHING AND TUNNELING: SUBMITTED FOR CONTRACTOR 5 SOIL SVEHKCULAR TRAFFIC AND STORAGE OF|CONSTRUCTION MATER/ALS SAVED. FAR AWAY FROM THE TRUNKS OF WHEN TRENCHING VV[TH|NETHEAUKNTS OF CLEARING, /T SHALL BE DONE A3 `"� �nuo«mE*wuHA|OR�VVATER DETENTION DEVICES: PLINES OF TREES - ~� "" TRENCH|NSHALL �GWILLCONSIDERED AS AN ALTER0INCLUD��|yE� POSSIBLE, TUNNELING UNDER A LARGE TREE SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO 8E SAVED,1�� CLEANUP: - -^"''`«' rc�u�� R�0T�� -` '' 'a �w//u|p8[ED THAT NECESSARY 8 FIRES: � PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, F|RES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPL/NE OF TREES TO 8E SAyB}� /3. DAMAGED-E&7� T»«/« MATERIALS: DAMAGED plCr WO 00 PLANT CANOPY CALCULATIONS: HV HAMAMELIS VIRGINIANA 'NIGRA' COMMON WITCR-HAZEL 3 36"-42" 3 GAL TOTAL SITE AREA: IG LB ILEX GLABRA LINDERA BENZON INKBERRY 30 15,1_1811 13.39 AC 3 GAL TOTAL DISTURBED AREA: 4 AC ,VP VIBURNUM PRUNIFOLIUM SPICEBUSH BI Ark-�JA k/l NIH KA 11-181, 11 11 - 5 GAL PROPOSED CANOPY AREA� 0,54 AC ERNST CONSERVATION SEEDS, 90006 MERCER PIKE, MEADVILLE, PA 16335, PHONE: 1. SEED MIXES FOR STORMWATER MA�NAGEMENT SHALL BE RECEIVED FROM: 800.8 73.3 321 FAX: 814.3365191, www,ernstseed, m 2, BOTTOM OF BIORETENTION AREAS AND BOTTOM OF VEGETATED SWALE ALONG ROAD __ RETENTION BASIN FLOOR SEEDING: cl-mmAX 127 3. BIORETENTION AND SWALE SLOPESD' -- NATIVE WILDFLOWER AND GRASS MIX: ERNMX-153 4. CONSULT WITH,LANDSCAPE ARCHITFECT BEFORE SEEDING DESIGNATED AREAS, , ° wr.K*�ffmw �|III: �-0LLOVV/NG ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; 8. PR(OTECTIVE FENCING, LIMITS OF CLEARING IOUTSIDE DRIP LINE OF TREES TO BE SAVED); jTR2:ES TO LOCATIONS AND TYPE OF PROTECTIVE FENCING; BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADE CHANGES REQUIRING TREE WELLS OR WALLS; S3HALL BE PROTECTED BY FENCING, FENCING PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF C"OUNTY INSPECTOR '-^°GRADING-'""v//'~�^/cu �ND-'~� - ~'"�x»� OR CONSTR"^'/um, 2. MARKINGS: g. TREE WELLS: APPROVED By 4 ACLEARLY LL TREES /T0LBE SAVEDTO |SHALL BEE�ARKEO WITH PRINT OR RIBBON AT A HEIGHT V�HEN TH��8ROUNDLLEyEL MUST BE RAISED WITHIN NO GRADINGSHALL�8E�i�P--�|' ~'E'TREE `'"vno,AR0N6 HAS BEEN INSPECTED AND APPROVED 10 TRF(�R-4' '` "�c WELL SHALL BE PROVIDED; AND A THESDR�LKVENOFEAATRE� TO BE ELE WALLS:- DETAIL �uu��TTED BY A COUNTY 3, PRTREE E -CONSTRUCTION | CONFERENCE: E�T|ON MEASURES SHALL BE RENEN/ED yy/TH THE VVUHEN.THE GROUND LLEVEL MUST BE LOWERED WITHIN THE DR!PL|NE OF _, SITE, '^''"v«��' -L SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL4 TREE TO BE 4� EQUIPMENT OPERATION AND GTORAGE� �t TRENCHING AND TUNNELING: SUBMITTED FOR CONTRACTOR 5 SOIL SVEHKCULAR TRAFFIC AND STORAGE OF|CONSTRUCTION MATER/ALS SAVED. FAR AWAY FROM THE TRUNKS OF WHEN TRENCHING VV[TH|NETHEAUKNTS OF CLEARING, /T SHALL BE DONE A3 `"� �nuo«mE*wuHA|OR�VVATER DETENTION DEVICES: PLINES OF TREES - ~� "" TRENCH|NSHALL �GWILLCONSIDERED AS AN ALTER0INCLUD��|yE� POSSIBLE, TUNNELING UNDER A LARGE TREE SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO 8E SAVED,1�� CLEANUP: - -^"''`«' rc�u�� R�0T�� -` '' 'a �w//u|p8[ED THAT NECESSARY 8 FIRES: � PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, F|RES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPL/NE OF TREES TO 8E SAyB}� /3. DAMAGED-E&7� T»«/« MATERIALS: DAMAGED ScheduleLuminalre SYMBOL OTY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION 11 S13 SINGLE 1�10V 1�0UO 88HDCO CIRCA C '25OMH MOUNTED AT 20' VV/MOUSE SIDE SHIELD ' ° �? / ~/ Numeric��&�mmar / LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN / C1 ILLUMINANCE FC 0.69 5.2 0.0 000 0.00 ��_ ' / / ��%f�~^~1i ��T^��^�� w/��'�� /^�° 1 ALL LIGHTING FIXTURES WILL BE FULL CUT-OFF LUMINAIRE. 2. PHOTOMETRIC PLAN FOR VVALDORF FOLLOWS THE LEEO REQUIREMENTS IN ADDITION TO THE ALBEMARLE COUNTY CODE REQUIREMENTS AS FOLLOWS: 3. THEY SHOULD NOT EXCEED THE IES RECOMMENDED FOOT CANDLE LEVELS. !ES RECOMMENDS A RANGE FROM .2 FOR LOW ACTIVITY TO .3 FOR HIGH ACTIVITY, 4FIXTURES MUST MEET THE DARK SKIES FULL CUTOFF. THE CIRCA IS A FULL CUTOFF LUMINARIES AS REQUIRED BY BOTH THE COUNTY AND LEED. 5. NO SPILL LIGHT GREATER THAT .5 FOOT CANDLES AT THE PROPERTY LINE. LEED STATES THAT ANY LUMINARIES WITHIN A DISTANCE OF 2 1/2 TIMES ITS MOUNTING HEIGHT FROM THE PRDPERTY, BOUNDARY SHALL HAVE SHIELDING SUCH THAT NO LIGHT FROM THOSE LUMINARIES CROSSES THE PROPERTY BOUNDARY. / 6� HAVE AN AUTOMATIC METHOD OF CONTROL FOR THE CIRCUITS-- PHOTOCELL, TIME CLOCK /AND OR C� PROGRAMMED CTROL PANEL. J/ _�w�- �� / / / / � ` Designed: 7 Checked: RBM ��_ ' / / ��%f�~^~1i ��T^��^�� w/��'�� /^�° 1 ALL LIGHTING FIXTURES WILL BE FULL CUT-OFF LUMINAIRE. 2. PHOTOMETRIC PLAN FOR VVALDORF FOLLOWS THE LEEO REQUIREMENTS IN ADDITION TO THE ALBEMARLE COUNTY CODE REQUIREMENTS AS FOLLOWS: 3. THEY SHOULD NOT EXCEED THE IES RECOMMENDED FOOT CANDLE LEVELS. !ES RECOMMENDS A RANGE FROM .2 FOR LOW ACTIVITY TO .3 FOR HIGH ACTIVITY, 4FIXTURES MUST MEET THE DARK SKIES FULL CUTOFF. THE CIRCA IS A FULL CUTOFF LUMINARIES AS REQUIRED BY BOTH THE COUNTY AND LEED. 5. NO SPILL LIGHT GREATER THAT .5 FOOT CANDLES AT THE PROPERTY LINE. LEED STATES THAT ANY LUMINARIES WITHIN A DISTANCE OF 2 1/2 TIMES ITS MOUNTING HEIGHT FROM THE PRDPERTY, BOUNDARY SHALL HAVE SHIELDING SUCH THAT NO LIGHT FROM THOSE LUMINARIES CROSSES THE PROPERTY BOUNDARY. / 6� HAVE AN AUTOMATIC METHOD OF CONTROL FOR THE CIRCUITS-- PHOTOCELL, TIME CLOCK /AND OR C� PROGRAMMED CTROL PANEL. J/ _�w�- �� ^OO \ «�o `. � «04 \ ~O�3\ �,� \ ^OO \ -0�0 Y�^ "U0\\ ^`, \ � ^\ \ *O1 � \ � ^OO\\ «8� � -D3 `- ' ^O0 \ ^U] !\ @2 ^ ` �00 \\ \ * \o01 ^D�3 r`v.» v\ \ "O 2 \� 01 �� \ 0.0 �,� *0 2 ` 0�� / ^00 \ 0`O � ^ \ ^O0 \ �-- ` *00 ^ � ~'- ^<01 /0.3 "'o^D \� «O�O \\` »O1 \\ ^N 0 � ^0�0 \\\ \\\ '-'' \ \\ �*m/l`____~_-~ "O'l »[k/ 0.8 ^U�O `\ ^{lO v \ � v� \\ \ \ \ ^O�0 'O�U °O0 ^8�0 // »O2 // 0�0 \ v�°` \ \ ` ^0 O / Oil "0.0 \ \\ � \ \ � ,U 0 ^U.0 / /^ v0 0 \ ^0.Q \ � \ \ \ \\0 0,0 / v0 O / 0.2 Of ` � n 00,0 00 1 0.2 0,2 0,5 0.0 00.8 0.2 i2 If 0 0,0i 0.0 0.1 0.2 01 al 0A 05 3.16 0.1 It 0.3 100.3 3.6 1.5 0,2 4.2 00 1.4 OJ 0,0.0 ^ / 0.0 / ° / -O 01 � / / ~ � \ \ ` Designed: / Checked: RBM \ \ \ \ \ \ , °Di1 \ ,0.0 | , � 'O/.0 � ° ' / / / / / / \ \ \ / / / / ^OO \ «�o `. � «04 \ ~O�3\ �,� \ ^OO \ -0�0 Y�^ "U0\\ ^`, \ � ^\ \ *O1 � \ � ^OO\\ «8� � -D3 `- ' ^O0 \ ^U] !\ @2 ^ ` �00 \\ \ * \o01 ^D�3 r`v.» v\ \ "O 2 \� 01 �� \ 0.0 �,� *0 2 ` 0�� / ^00 \ 0`O � ^ \ ^O0 \ �-- ` *00 ^ � ~'- ^<01 /0.3 "'o^D \� «O�O \\` »O1 \\ ^N 0 � ^0�0 \\\ \\\ '-'' \ \\ �*m/l`____~_-~ "O'l »[k/ 0.8 ^U�O `\ ^{lO v \ � v� \\ \ \ \ ^O�0 'O�U °O0 ^8�0 // »O2 // 0�0 \ v�°` \ \ ` ^0 O / Oil "0.0 \ \\ � \ \ � ,U 0 ^U.0 / /^ v0 0 \ ^0.Q \ � \ \ \ \\0 0,0 / v0 O / 0.2 Of ` � n 00,0 00 1 0.2 0,2 0,5 0.0 00.8 0.2 i2 If 0 0,0i 0.0 0.1 0.2 01 al 0A 05 3.16 0.1 It 0.3 100.3 3.6 1.5 0,2 4.2 00 1.4 OJ 0,0.0 ^ / 0.0 / ° / -O 01 / o0 2 0.3 0 00 - ' »O */ " ^` 0.2 2 2- «/ O0 0O3 ^010O�3 «1� �/ O1 0* ^O.O O ./O 02, 0�5 O1O2« « O1 0 0 0. 0 »O1[- "O.O/ 0.0 "0.0/, O,O 08.0 u O u'» »U ^ O 0 `"^/ / 0,0 «8 vO / O1 0 0 ^0�0 0.0 0.O/0«OJ 00.0 00.0 00.0 U�2 O�O 00.0 ^OO /`U1 00,2 v01 0/0 0,0 [\8' O�O *0�0 , °�6�O 0,0 01 0,0 ' S ---` c-_`--e--'ha --f-----=--2------O' Contour ontour |/n/�| te�rva /|� / 2' �O.Oh /�0'�'0.0 P" " , ^n o "0.0 "0�0°0� O.80/ 0.0 / O�0 "U�0 O0 0.0 $"0.8 0.0 | ' 40 80 8� 0.0 307 EAST HIGH STREET CHARLOTTESVILLE, V422902 t434-979'7522 f: 434-977-1194 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property o[McKee Carson and Field Sport Concepts, Ltd. These plans are not tobe reproduced, changed, orcopied inany form ormanner whatsoever, nor are. they to be assigned to any third party without first obtaining the express permission and consent ofeither McKee Corson or Field Sport Concepts, Ltd. 'y r Albemarle County, Virbt-?inia 073: AM= No- M � 1.O9-13-O5: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS Cale' � e. ° 00 D3 ` Designed: SRK Checked: RBM `0.0 \ \ , °Di1 \ ,0.0 | , � 'O/.0 � ° / o0 2 0.3 0 00 - ' »O */ " ^` 0.2 2 2- «/ O0 0O3 ^010O�3 «1� �/ O1 0* ^O.O O ./O 02, 0�5 O1O2« « O1 0 0 0. 0 »O1[- "O.O/ 0.0 "0.0/, O,O 08.0 u O u'» »U ^ O 0 `"^/ / 0,0 «8 vO / O1 0 0 ^0�0 0.0 0.O/0«OJ 00.0 00.0 00.0 U�2 O�O 00.0 ^OO /`U1 00,2 v01 0/0 0,0 [\8' O�O *0�0 , °�6�O 0,0 01 0,0 ' S ---` c-_`--e--'ha --f-----=--2------O' Contour ontour |/n/�| te�rva /|� / 2' �O.Oh /�0'�'0.0 P" " , ^n o "0.0 "0�0°0� O.80/ 0.0 / O�0 "U�0 O0 0.0 $"0.8 0.0 | ' 40 80 8� 0.0 307 EAST HIGH STREET CHARLOTTESVILLE, V422902 t434-979'7522 f: 434-977-1194 McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property o[McKee Carson and Field Sport Concepts, Ltd. These plans are not tobe reproduced, changed, orcopied inany form ormanner whatsoever, nor are. they to be assigned to any third party without first obtaining the express permission and consent ofeither McKee Corson or Field Sport Concepts, Ltd. 'y r Albemarle County, Virbt-?inia 073: AM= No- M � 1.O9-13-O5: COUNTY COMMENTS 2.10-28-05: COUNTY COMMENTS Cale' 20" e. 05/01/05 05/01/05 Project N7o.: 01323 Designed: SRK Checked: RBM Sheet No.: Of: 15 _____ CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f: 434-977-1194 www.,nckeecarson.com McKee Carson aryJ Field Sport Concepts, Ltd. reserves its common low copyright and other *14* 0, property rights in these drawings. All ideas, Mff H op designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be any reproduced, changed, or cooled in in any form or manner whatsoever, nor are they 4 to be assigned to any third party without first obtaining the express permission and 01VAL consent of either McKee Carson or Field Sport Concepts, Ltd. I I I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 6+50 WALDORF ENTRANCE DRIVE PROFILE L 71% H E W A L U4 Albemarle Countur, v m4iraa tZko W-� A We 0 30 F --- Scale: H-1" =310', V-1" = 3' Date: 05/01/05 Project No.: 0323 besigned: WAS Checked: RBM 60 120 FSheet No.: I 2f-. -25' '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 485 480 47 470 465 460 455 450 445 440 435 A 0 n i 0+00 1+00 2+00 SANITARY SEWER PROFILE SCALE 1"=5' (V) 1"=50" (H) I 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. 482 480 478 476 474 472 470 � T H 0'P THE 3+00 4+00 5+00 485 480 475 470 465 460 455 450 445 440 435 21 3 n 6+00 'T X T Alvemarle Count,, v gima 458 456 458 456 450 448 446 MM 442 440 485 480 475 470 465 460 455 450 I 440 435 430 Revisions: 1, 09-12-05: COUNTY COMMENTS 485 480 475 470 465 460 4555 450 445 440 435 -1+ 0 U 5+00 ====7 Scale: AS 7SHOWN Date: 05/01/05 Project No.: 0323 Designed: RA;BT Checked: ROM STREET SURFACE DR NON -PAVED AREA FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) SLOPED AREA ^VVEOG-L(}K^ TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS ^O^ RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET 16" MAX SHALL BE 020 FEET. CONCRETE FILLETS DEPTH OF FLOW CHANNEL VARIES TO BE 3/4 DIAMETER OF CONTRIBUTING SEVVER� U A FILLETED INVERT FOR A12 | SMOOTH TRANS|T0N OF FLOW / BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 8" BEOD|NG------- VV/ NO, 68 STONE SECTION NDTES� t BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2, THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3, ALL JO|NTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. BENCH SLOPED TO FLOW CHAN0EL 1/4^ 1' MIN 3000 PSI CONC. BASE FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND PLAN NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLE�X|BLE CONNECTION ^ BOOT ^ PLAN & SECTION TOP OF COVER BOTTOM OF COVER ''^ | / | / PLAN DEGREE 25 1/4^ VOL. TEE AND PLUGS (FT) VOL. Designed: RA;BT;SRK 1 3/8' RBM 7�1/2" 7 1/2^TT� 00 mr | | 4 3/8^ SECTION NOTES: t SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED. 2. STANDARD LETTERS UNLESS OTHERWISE SPECIFIED. 3. SUPER CAST' INC. MODEL NO. MH'RCR'2001 OR APPROVED EQUAL. 4, MINIMUM AVERAGE WEIGHT -RING (190 lbs.); COVER (120 |ba];T0TAL (310 |ba] TYPICALITARY MANI-10"LE F�� ""OVER PLAN AND SECTION I COVER LIFT NOTCH 1237" C(WATER CAST IRON L0 145" NDS 12^ SQUARE CAST IRON GRATE (#1813) NOS G^ RISER VF REQUIRED) 4^ MIN. CONCRETE COLLAR COMPACTED GRAVEL 8^ PVC OR HDPE PIPE; 2% SLOPE MIN. NOS A~' 12^ OR 18^ CATCH BASIN OR APPROVED EQUAL COMPACTED SUBGRADE COMPACTED GRAVEL COORDINATE MANUFACTURED DRAIN WITH LANDSCAPE ARCHITECT PR(OR TO INSTALLATION, ��"�� ""QUARE �� K�� U�J 1�� '�� WITH � ��U� ��QS� SECTION �� '�� '�� 0��.�~�� | �� CONSULTING ENG MEER3 LANDSCAPE ARC MITECJS | LAND PLAMNER3 301 EAST HIGH STREET CHARLOTTESVILLE, YA22902 t434-979-7522 f: 434-977-1194 � McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, i designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd . T hese plans are nof to be reproduced, ch anged, 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 PIPE SLOT (2 PLACES) NOTES: 18" METER BOX BROOKS 2200 SERIES S|ON 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH G^ EXTENSION OR APPROVED EQUAL, 2, PAVED AREAS (ALTERNATIVE LOCATION): CAST IRON B{NGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. USE 8^ 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 L0. ~_� TYPICAL METERU (5/811 V METER DETAIL EMBEDMENT SPRING LINE OF PIPE NO. 88 STONE 3O^K4|N | 24^M|N B^M\N REMAINING' BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6^ IN ANY DIMENSION |NT|AL BACKFILL` (6^ LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCH|NG BEDDING 0^ max 4^ min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTES: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VD0T RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENDH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED DR 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 ' MIN SECT0NA-A 1 5 DEGREE � �AX VOL. TEE AND PLUGS (FT) VOL. Designed: RA;BT;SRK Checked: RBM PLUG 45 2.00 2.25 260 0,15 FOR TEE OR WYE FITTINGS ---- WIDEN TRENCH TO ACCOMODATE ANCHOR IF REQUIRED. 45 BEDDING AS REQUIRED —''' ' � PIPE DEGREE BEND DIMENSIONS (FT) VOL. TEE AND PLUGS (FT) VOL. Designed: RA;BT;SRK Checked: RBM 45 2.00 2.25 260 0,15 1. THRUST BLOCKS ARE REQUIRED WHENEVER |MIE PIPELINE UH*mULu u/Ktu//um' CHANGES S|ZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P,S1 CONCRETE, 3.ND 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. ^` \ CONCRETE THRUST BLOCKS PLAN AND SECTION D-005 N.T.S. INITIAL BACKFILL x STABLE SOIL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL �iT|AL BACKFILL �^ BEDDING 68 STONE 0CK , 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. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION INITIAL INITIAL BACKFILL-------- BACKFILL MIN. MIN. MIN MIN' 0G8 STONE UNSTABLE SOIL STABLE SOIL {}ARDOK #68 STONE ---~' STABLE SOIL ---, OR ROCK NOTES: 1. NO ROCKS SHALL BE ALLOWED WITHIN 24^ OF THE WATER LINES. 2. NO ROCKS LARGER THAN O^ IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 0^ 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, �� Wr-TIX E IR"O"N ER PIPE VN LKTUON & BEDDN"�� — OETDETAILN.T.S. PLACE 5' GALV, ^ WITNESS ^ POST PAINTED BLUE TO INDICATE VALVE -----LOCATION AS DIRECTED. MARKER ~ LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. � \ U /—F|N|SHED GRADE ADJUSTABLE VALVE BOX /�/ / VV/ LID B|NGHAM 8 TAYLOR �� —°�----- FIG. NO, 4905 (SCREW TYPE) = DR APPROVED EQUAL � Q0| | U U MJ. GATE VALVE CONCRETE THRUST BLOCK 2'x 2' BEARING AREA NOTE � IN REMOTE AREAS' VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. DE TAIL 2500 P.' BASE BL UN0STL VALVE BOX 7 CU, FT£RAVEL O^ GATE VALVE SEE NOTE 5 8^ X 6^TEE 3/4^ THREADED RODS TO MAIN IN ALL INSTALLATIONS, RODS SHALL BE GALVANIZED OR ASPHALT COATED NOTES: 1, HYDRANT MUST BE EQUIPPED WITH CHARLOTTESVILLE THREADS WHICH IS THE LOCAL STANDARD, 2, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. MAINTAIN A 3' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. WHEN THE SOIL |S �|STURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4^THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 0. KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A'423)0R APPROVED EQUAL Scale: ASSH07WI,4 Date: 05/01/0-5 Project No.: 0323 Designed: RA;BT;SRK Checked: RBM UD -014 DRAINAGE SVVALE COARSE PROVIDE INLET ,_-----DIRECTS FLOW 1, SET THE STAKES, 2� EXCAVATE A 4^X 4^ TRENCH AGGREGATE PROTECTION TO SEDIMENT UPSLOPE ALONG THE LINE: OF BASIN STAKES. � STANDARD^^'�'^'�~ �AX RIPRAP E'`~ ~E`''~'` 3^ BM-2 ASPHALT l 1 ' FILTER TOP COURSECLOTH EARTHEN / | EXISTING ' \CUMr*C|EU/ / , ORIGINAL PAVEMENTGROUND 6^ 21A AGGREGATE - ELEVATION ~~'^``~`'E~ '~E''`L BA�E -- - c� EXTENSION ----''' / ' ° /~ -- // - L� '~' '' FILTER ```'^^ fr- ~^ WATERPROOF SEA L| ' CLOTH -''~ - FENCE ~ / BE DETERMINED 8Y 67 CU. YD./ACRE PRDJEOT ENGINEER ��E(�T![}@ /\-/\ EX OURB OR PROVIDE ' � ` ' EDGE OFPROTECTION | | PAVEMENT 411 ` SNOW '-^ /» MIN,3� STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT �.,~� "v"u''""`~n TO STAKES AND EXTEND THE EXCAVATED SOIL. | B MUST EXTEND |T INTO THE TREN�H� [)ROSS SECTION OF OUTLET ' FULL VV|DTH LENGTH UN FT)= OF INGRESS AND EGRESS OPERATION '`t__ � CLASS I RAP SECTION VIEW EXISTING - -- DIVERSION PAVEMENT NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET |F UPLAND PONDING WILL CREATE PROBLEMS /' N ' | � BOARD FENCE | �w� —POSITIVE DRAINAGE //- -- -- w ' 8 - � U CORD FENCE T{} SE0kNENT - \ TRAPPING DEVICE �u��oc AGGREGATE ^^`'- -------PLASTIC FENCE FILTER CORRECT METHODS {}F TREE FENCING P�8� ��VV SHEET FLOW INSTALLATION `== CLOTH EARTHEN DIKE (PERSPECTIVE VIEW) (COMPACTED) EXCAVATED 12' MIN / AREA � 2%0- FLOW F|LTER ^ ~~ CLOTHMA `OUTLET (PERSPECTIVE V|EVV) /| SE{�T|[)N �� _ NOTE: NOTE: ' "'SEE TEMPORARY SEDIMENT TRAP DIMENSIONS DETAIL SECTION A - A A �|N}�U� WATER TAP [)F �'' MUST BE |NSTALLED VV|TH A �|N}�U� 1'' BALLC0CK - m*�OARSE ACGAEGATE SHALL BE VDOT �3' K357 DR �5 SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5'' FOR ADEQUATE CONSTANT . . ~�~~ POINTS A SHOULD BE HIGHER THAN POINT B m��mmwu��u PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED u��m�m��x,��u�mwmm SETTLING AREA TO REMOVE SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED FROM ENTER/NG DRA|NAGEVVAY INSTALLATION ew��.w,00mm TRIANGULAR BOARD FENOE (}ORRECT TRUNK ARMORING STORM DRAINS, DITCHES DR WATERCOURSES. (FRONT ELEVATION) S ��V/�� SEDIMENT TRAP XD-008 ��PORAR I SLOPE DRAIN XD-020 P TREE PROTECTION AND PRESERVATION FENCING -.2, PERSPECTIVE AND SECTION N. T, S. E SOT, A * SOIL STABILIZATION SHALL. BE USED �-- 2 X 4^ WOOD FRAME SAFETY [�0/�[ CONJUNCTION `, ^ '^^ WITH GRATE ��7l[-L_ | � FENCEAT OUTLET END OF PIPE PIPE OUTLET TO) FLAT ------ 1.5' MAX, FRAME AREA WITH NO DEFINED PLAN V|EVV CHANNEL ENTRENCH cuGco � ..,. Xi L a _ ______-- -._______'_` GATHER -| EXCESSiz D-LOUISBURG SANDY LOAM AT CORNERS �/ SECTION A-A �|| v v �*_OUISBQRG VER -ST NY,,SA,NDY'LOAM, � PERSPECTIVE V|EVVG STAKE \ KEY IN 6"-9 91 FILTER CLOTHL-RECOMMENDED FOR ' ENTIRE PERIMETER ' '`=`�,�^"� PERSPEOT|VE NEVV CL0SED CHEOK SLOT r�pm 21 TRANSVERSE »|�U DPEN CHEOK '{ ( UPSTREAM 1 TI 21 B DOWNSTREAM TERMINAL PLAN VIEW " `�'"c��!�� 1u�4 ' am FLOIiA '------ PIPE OUTLET TO WELL y` DEFINED CHANNEL ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A mg SECTION A'A SPECIFIC APPLICATION 'ZA | THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE -'�' INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER PERSPECTIVE VIEW PERSPECTIVE YiEVV � } PL THAN 5Y{) WHERE THE INLET SHEET DR OVERLAND FLOWS (NOT \ KEY IN 6^-9^; NOTE: EXCEEDING i O.F.8.) ARE TYPICAL. THE METHOD SHALL NOT PLASTIC FENCE METAL FENCE FILTER CLOTH --^~-~- �-RECOMMENDED FOR 1 SyyALE TO BE D WITH NOR AMERICAN GREEN SO 150 DOUBLE NET BLANKET APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ^ ENTIRE PERIMETER � FOR EROSION OL SEE VV^' ER~^TSEED �COM AND CONTACT LAPR|DR IN STREET OR HIGHWAY MEDIANS. NOTES: TO INSTALLATION. 1 APRON LINING MAY BE R!PRAP GROUTED R\PRAP GAB|ON BASKET �H CONCRETE. SOURCE/ W.O EROSION AND SEDIMENT CONTROL PLA NN{N� AND DESIGN ' ' ' � 2 CHECK SLUTS TO BE CONSTRUCTED AS PER �ANFAOTURER� RECOMMENDATIONS, ' 2 La |S THE LENGTH OF THE R|PRAp APRON AS CALCULATED USING PLATES 3�18'3 AND 318'4� MANUAL, 1988 SOURCE: SOIL SURVEY OF ALBEK�ARLE COUNTY, VIRGINIA � 3 SOURCE: VDOT ROAD AND BRIDGE STANDARDS � . 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES, Dop ��~� ��I�� I�� 0�� ~��N U �~�I�� XD.025 s I lip SILT FENCE DROP INLET PROTECTION XD-043 SAFETY FENCE SOILS MAP N,T.S AF N,TZ. A SCALE DETAIL N.T.S. PERSPECTIVE N.T.S. MiN|k�U&4 T(}p WIDTH (VV) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS OVERFLOW WIRE SCREEN ACCORDING T(} HEIGHT [)F EMBANKMENT (FEET) H RUNOFF WATERFiLTERED WATER WITH SEDIMENT �~ 15 O5 2O \ � � DROP INLET WITH GATE 20 10 2.0 � ' �SEDIMENT ^ 2�5 t5 2.5 | | 3.0 2,0 2.5 | ' 3.5 2.5 3�0 4.0 3,8 3.0 4.5 3.5 4.0 5.0 4�0 4.� � WIRE SCREEN ORIGINAL (GROUND NOTES: ELEVAT|O|N t THIS METHOD OF INLET PROTECTION " EXCAVATED AREA CRETE BLOCK IS APPLICABLE WHERE HEAVY FLOWS MAX. DEPT7H ` 4' ARE EXPECTED AND WHERE AN --- OVERFLOW CAPACITY IS NECESSARY TO PREVENT PONDING AROUND --- THE STRUCTURE. 2. GRAVEL SHALL BE VDOT #3 OR #5 ---- -~- COARSE AGGREGATE ---`---=~~-z-�RAVEL FiLTER ��T�PO�RAR�YS�EDI�MENT7FRAP D0MEN.SIO.NS BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER 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 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) (REFER TO TREE STAKING DETAIL 1i VARIES ROOTBALL \ BACKFILL WITH CULTIVATED, ORIG PIT EXCA AT ONNAL S(OILROM IFF LOOSE, IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABL-E TOPSOIL MATERIAL, /AMEND BACKFILL PER SPECIFICATIONS. CONIPACT BACKFILL INTI LIFTS BY FOOT, WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434-979-7522 f; 434-977-1194 www.rrickeecarson.com I 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 part/ without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, ltd. i 6: AA T H Op ca .� D El f ; H 4ottEA Nit 1147 �4NI)SC LD -001 N.T,S, REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL 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 T HE SUPERVISION OF THE LANDSCAPE ARCHITECT. SECTION LD -004 N.,T.S, TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 12.0' 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 %\�/\ REFER TO ROOTBALL PIT A DETAIL ROOTBALL On 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 I E WALDOKr Sc"HOOL 0 fV Albemarle County, Virpnia LD -005 BW SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) TRENCH EDGE AROUND \ ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL °°a• ° 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, SECTION PLANTING SOIL 11X: 1, THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX, MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, REFER TO SPECIFICATION SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS, 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS) 2 PARTS HUMUS AND/OR PEAT 1 PART 'STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL} COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT LIME AS RECOMMENDED IN SOIL REPORT SITE PREPARATION; 1, IN AREAS SCHEDULED FOR N EW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED 1N CLEARING AND GR�BlNG OF EXISTING VEGETATION, N 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 SGML MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL AMENDMENTS BY VOLUME, 4 5 LD -007 N.T.S. 6 7 40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT PRODUCT) 25% HUMUS 15% MULCH (FINGERNAIL SIZED CHIPS -4/4 -INCH MAX.) 10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE) 05% STERLIZED COMPOSTED COW MANURE 05% SAND (ANGULAR BUILDERS SAND( APPLY LIME AT A RATE OF 5 LBS. PER 50 SO. FEET (ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED IN SOILS REPORT ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL, 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. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2,5 LBS. PER 100 SQ, FEET AND RAKE INTO TOP 3 INCHES 0'F 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. 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 THIER DIAMETER. FOR EX. BULB DEPTH (BELOW FINISHED GRADE) CROCUS 5" MUSCARI 5" TULIPS 8" HYACINTHS 8" DAFFODILS 8" IRIS 8" 8, EDGE BED AND MULCH AS SPECIFIED. 9. WATER THOROUGHLY. 140 M-111 16' 1.09-12-05: COUNTY COMMENTS Scale: AS SHOWN Date: 05/01105 Project No.: 0323 Designed: SRK;ER Checked: R M LD�®003 Sheet No.: Of: 15 1 "r�'^^r- ^^'" /= L c � , --GATE UBGRAOE DER NOTE: SVVALE TO BE LINED WITH NORTH AMERICAN GREEN SO150 DOUBLE NET BLANKET FOR EROSION CONTROL (SEE VVVVVV.ERNSTSEED,ODM>. SEE LANDSCAPE NOTE FOR SVVALE PLANTING SECTION N.T.S 14 SECTION PRIME AND TRIPLE SEAL SURFACE 0^ COMPACTED AGGREGATE SUBBASE VDDT #21A COMPACTED SUBGRADE SEE NOTE 3 COLOR/COATED 2^ SURFACE COURSE SEE NOTE 4 S^ COMPACTED AGGREGATE SUBBASE VD0T #21A | O0MPACTED SUBGRADE 2^ #10 STONE DUST; LUCKSTONE: 1.804 985-8830; 3/10^ MAX. ^. CONCRETE TO BE CLASS A3 IF CAST IN PLACE 4000 PSI IF PRECAST SURFACE & BASE' SUBBASE ^ �o NOTE; 1, 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. TDP OF 12^ METAL EDGING TO BE FLUSH WITH OR JUST ABOVE GRADE; TYP, 4, COORDINATE SPORTC0URT SURFACE SPECIFICATIONS WITH ARCHITECT/LANDSCAPE ARCHITECT DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3^ IN ORDER THAT BOTTOM OF CURB o PRIOR TO CONSTRUCTION, MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT, OTHERWISE DEPTH TO BE 18^ AS SHOWN. SPORT COURT, EDGING, AND PLANTING BED PD -075 VDOT STANDARD CG -2 CURB PID -001 SECTION N,T,S. 14 SECTION CONTRACTION 1O�B' 1.01 designs, sections, details, and plans are the 05/01/05 3:1 0323 JOINT Ry reproduced, changed, u/copied inany.83 SEE NOTE 1 uLcmvuu/ WITH to be assigned to any third party without first obtaining the express permission and PROTECTION WATERTIGHT CAP IMPRINTED CONCRETE 1. USE OF ROLL CURB MAY BE SEE NOTE 3 SEE NOTE 4 RIP -RAP CLASS A_1 GEE NOTE 2 --TOP OF SOIL MN 2 SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK (MIN). OUTLET TOP Of BERM SCHEDULE 40 PVC PIPE - WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED, PROTECTION 464.00(3'1) rd 1% MIN, SLOPE CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS,BEGINNINGAND END OF LOAM OR 1101 EXPANSION JOINT STANDARD VDDT CENTER OF ROAD �AND A � - OVERFLOyy AND 30 FT MAX GRATE INLET DI -1 CLEAN OUT -RIP-RAP PROTECTION BE FORMED AT THE GRANULAR �R CLASS A'1 --TOP OF SOIL MIX 462.50ELEV. EARTHFILL OUTLET ^« SECTION 5. ONE !NCH BATTER AT CURB FACE IS OPTIONAL.oT^vE 447,00 PROTECT|ON LOAM OR GRANULAR B|OF|LTER EARTHF|LL BED ELEV, �TONE VVBR SECTION 446.00 "7 115 F DIA SEE NOTE 3 |N0N -- RCp 443.5OStOPE on TOP OF BERM |NV,DUT --- 31 11, CONTRACTION JOINT 8' 0.C� MAX. 44175 OR AS SHOWN ON PLANS, SEE NOTE 4 DEPTH SHALL BE 1.25~ OR 25% OF CONCRETE THICKNESS °^"'',�^^`'"'x°,^,/^^`»n ^,^xx^ /v�^,v' ` ORIGINAL SILT EXPANSION JOINT URAP S|DESLOPE (MAX. 25' U,CJ /SEE DETAIL) BARREL INLET FLOW CONTROL VVVVF 6^ X 8^ VV11.4xVV1.4 SEE NOTE 5 WITH 2^ MINIMUM COVER NOTES: SEE NOTE O--------- 1. 1. THE BIO-RETENT|ON FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED PROFILE 30OO P�S1 CONCRETE OF NAT|VE GRASSES OR 3^ OF SHREDDED HARDWOOD MULCH ALONG WITH THE AT 2� DAYS TREES AND/OR SHRUBS LISTED ON THE PLAN. ' NOTES: AIR -ENTRAINED 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED 2. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT, MIXTURE OF NATIVE GRASSES OR 3^ OF SHREDDED HARDWOOD MULCHALONG WITH THE COMPACTED AGGREGATE FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT 434-296'5832. TREES AND/OR SHRUBS LISTED ON THE PLAN. ' BASE yDOT #21A EX: 50% SAND / JU% TOP 80L / 20% LEAF MULCH (SAND: 0.82^'0.04^ ASTM C33 F|NE[ 2. PERFORATIONS TO BE MINIMUM OF 4 1/4^ HOLES 12^ O.C, FOR ENTIRE LENGTH OF PIPE IN UNDERDRA|N GRAVEL (AASHTD M43' 1/2^-1^)VVAAPPED IN FILTER FABRIC. FABRIC'3 SUBGRADE THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED unEn~urE^v STum^/ZEn~v THE uLBEmun^E nm`mry Emc/mEER/mc INSPECTOR 3� LUCK BIO -FILTER MIX DR TESTED OR APPROVED EQUIVALENT,FOR MORE E |NFDRMAT|ONC0MPACTED SECTION NOTE: 1. MIN. CROSS SLOPE 1.5Y;MAX, 2% 2. COORDINATE IMPRINTED CONCRETE WITH ARCHITECT /LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION IMPRINTED CONC"RETE WALK PLAN AND SECTION PD -006 487' ^ PLEASE CALL WATER -EuuoRC S PERSONNEL AT 434'296'5832. _X: bU% SAND / 30% -O- 3D|L / 20% LEAF MULCH (SAND:L-0.82^-0,04^ ASTM O33 FINE). 4, PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' O.O.VVRAPPEO IN FILTER FABRIC. 5� REMOVE SILT AND SEDIMENT BELOW UNDERDRA|N LAYERAFTER FINAL STABILIZATION, S. BACKFILL WITH LOAM OR GRANULAR EARTH FILL BELOW UNDERORA|N LAYER, 7. THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED ADEQUATELY STABILIZED BY THE ALBEMARLE COUNTY ENGINEERING INSPECTOR, B�10-F�JLT�ER �ALO�NG �THE_EN�TRA�P�CE DRIVE 10 -FILTER NEAR PARKING LOT DET/NL N.T.S. CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, Y/\22982 t434-979-7522 f: 434-977-1194 18' McKee Carson and Field Sport Concepts, Ltd. reserves its common low copyright and other 16' 16. SCALE: V=10' property rights in these drawings. All ideas, 1.01 designs, sections, details, and plans are the 05/01/05 pmp*dYofk4cKeeCoonnondRo/dSpn/ 0323 Concepts, Ltd. These plans are not to be Ry reproduced, changed, u/copied inany.83 RBIM form ormanner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and PROTECTION consent ofeither McKee Carson orField Sport Concepts, Ltd. 1. 16' 73' o m PROFILE AND SECTION N.T.S. 3] SEE NOTE 1 CLEANOUT WITH WATERTIGHT OAP SEE NDTE 3 SEE NOTE 4 TOP OF BERM SCHEDULE 40 PVC PIPE SEE NOTE 5 TYPE U AGGREGATE BASE *7*.00(3:) v,/R 1.01 rd 1% MIN, SLOPE 05/01/05 NOTES: 0323 Designed: OVERFLDVV Checked: RBIM PROTECTION 47150 1. USE OF ROLL CURB MAY BE RESTRICTED BY SURFACE DRAINAGE CONSIDERATIONS. RIP -RAP CLASS A_1 --TOP OF SOIL MN 2 SIDEWALK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHALL BE 5 INCHES THICK (MIN). OUTLET 472.50 3. WHERE LONGITUDINAL SLOPE IS LESS THAN 0.4% THE FLOW LINE SHALL BE WATER TESTED, PROTECTION CONSTRUCT 1/2" EXPANSION JOINT AT ALL COLD JOINTS,BEGINNINGAND END OF LOAM OR 4� �AND A � - FTMAX,�AX INTERVALS FOR FTRUDEL�CURB AND 30 FT MAX INTERVALS F�� RB. WEAKENED PLANE JOINTS SHALL BE FORMED AT THE GRANULAR REMAINING 15 FT. INTERVALS, EARTHFILL SECTION 5. ONE !NCH BATTER AT CURB FACE IS OPTIONAL.oT^vE SEE NOTE 3 TOP OF BERM 3:1 SEE NOTE 4 - ORIGINAL S|LT TRAP 3|DESLDPE SEE NOTE 5 ��--�---r SEE NOTE 8 PROFILE NOTES: 1. THE BIO -RETENTION FILTER SOIL MIX MUST BE STABILIZED WITH EC -2 MATTING AND SEED MIXTURE OF NAT|VE GRASSES DR 3" OF SHREDDED HARDWOOD MULCH, ALONG WITH THE TREES AND/OR SHRUBS LISTED ON THE PLAN, 2. PERFORATIONS TO BE MINIMUM OF 4 1/4^ HOLES 12^ O.C. FOR ENTIRE LENGTH OF PIPE IN UNOERDRA|N GRAVEL (AASHTO M43' 1/2^'1^)VVRAPPED IN FILTER FABRIC 3, LUCK BIO -FILTER MIX OR TESTED OR APPROVED EQUIVALENT. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT 434'296'5832. EX: 50% SAND / 30% TOP SOIL / 20% LEAF MULCH (SAND: 0,02^-0.04^ ASTM C33 FINE), 4. PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20' D.0,VVRAPPED IN FILTER FABRIC, 5. REMOVE SILT AND SEDIMENT BELOW UNDERDRA|N LAYERAFTER FINAL STABILIZATION. 8. BACKFILL WITH LOAM OR GRANULAR EARTH FILL BELOW UNOERDRA|N LAYER, 7, THE BIO -RETENTION FILTER IS NOT TO BE INSTALLED UNTIL THE SITE IS CONSIDERED ADEQUATELY STABILIZED BY THE ALBEMARLE COUNTY ENGINEERING INSPECTOR, "-FILTER NEAR THE BUILDING DD -016 PROFILE AND SECTION EC -1 MATTING SOIL SUBGRADE BUMPER BLOOK(6^X51 CONCRETE GRID PAVERS 4 INCH THICK (SEE NOTE 2) PRIME AND TRIPLE SEAL PAVEMENT ASTM NO. 8 AGGREGATE S INCH THICK UNDER GRID ASTM NO, 57 OPEN GRADED AGGREGATE COMPACTED TO Q INCH DEPTH GEOTEXT|LE COVER BOTTOM AND SIDE OF BASES NOTES: 1. SEE LAYOUT SHEET FOR DIMENSIONS, 2, COORDINATE CONSTRUCTION OF CONDRETE PAVERS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. �^��J�� PERVIOUS 8�� H�� DETAIL N.T.G. z < L T.O.VV, SEE SITE PLAN NOTES' t CONC. 3000 psi rd20 DAYS 2. RBNF GRADE 80 3, MAX, SOIL BRNG PRES ` 2000 PSF (ASSUMED) 4. DESIGNER: MOILER & ASSOCIATES, CHARLOTTESV|LLE, VA, PH, NO: 434'971'3027 5. PREPARE 8^ SHELF ON CONCRETE WALL TO ACCOMODATE STONE VENEER. 6, BROWNSTONE RIP -RAP. CONSULT LANDSCAPE ARCHITECT FOR COLOR AND TYPE 10uREINFORU""ED CO"NCRETE RETAINING" END WALL / DETAIL AND SCHEDULE ��------- '- 1. 09-12-05: COUNTY CONIMENTS 2.10-28-05: COUNTY C011^1ENTS 3.12-01-05: COUNTY COMMENTS Date: 05/01/05 Project No.: 0323 Designed: SRK;ER Checked: RBIM