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SDP199800091 Plan - Approved 1998-07-02
Vicinity Map Scale: 1"=2000' i 1 i w ALBEMARLE \ COUNTY - I C/) 1 Uj O SOUTH PANTOPS -' / DRIVE (S.R. 1140) Q ' RIVER- SITE BEND _ DRIVE PHASE 1 v �I (S R BENCHMARI i 11161 � SEE SURVE TOPOGRAPI F25 STATE FARM �- -" PHASE 2 BLVD. (S.R. 1117 (FUTURE) RI_YANNA RIVER Rai ALBEMARLE COUNTY, VIRGINIA 'V OPM 4 _E"W. +4 L P ANI FINAL �• � �T • Notes GENERAL 22. 7 r'E CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON 0,A14G. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, - OR MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL -OTHER :.S� URAWINGS. AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID 23 C FACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ` n", BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE (HEREAFTER ABBREVIATED VDOT) : DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING 'AS SUBJECT TO THE APPROVAL OF THE ENGINEER, 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE SITE CONS i rit.C.TION NOTED. 1. UPON COMPETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE GRADING OR OTHER CONSTRUCTION. MADE BY THE ENGINEER. - 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM 2 I. UNSUI i ABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER a �, ARE TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 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 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION CONSTRUCTION SITE. OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE -A DRAINAGE CHANNEL. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB-1. NOTIFY 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI-Q. VDOT STANDARD ENGINEER IN ALL CASES. PIPE BEDDING DETAIL PB-1 IS REQUIRED WITH HANCOR HI-Q POLYETHYLENE (PE) PIPE. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION), STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE SECTIONS WHERE APPLICABLE. CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH 7. Si ORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE TOP FACE OF THE LOW WORK. POINT ON THE INLET. 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. SANITARY SEWER AND WATER MAIN CONSTRUCTION 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF,UNDERGROUND UTILITIES. THE AUTHORITY OFFICIALS AT THE START OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY AND STRUCTURES AS NECESSARY. APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY _ MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES 3. ALL MA i ERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. AUTHORITY ON JANUARY 15, 1998. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 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 FIRE HYDRANT 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED LINES, SERVICE LATERALS, AND WATER LINES, ETC. WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE CHECKLIST, LATEST EDITION. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". SURVEY AND TOPOGRAPHY 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) 1. BOUNDARY SURVEY PERFORMED BY B. AUBREY HUFFMAN AND ASSOCIATES, CHARLOTTESVILLE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL VA. TOPOGRAPHIC SURVEY PREPARED BY J.H. BELL, JR., P.C., MINERAL, VA. BE MADE AS NECESSARY AT NO COST TO THE OWNER. 2 SURVEY DATUM: USC&GS. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 3. BENCHMARK: ELEV. - 527.54 :.TOP OF FIRE HYDRANT AT SOUTHWEST CORNER OF THE RTE. 250 AND STATE FARM BLVD. INTERSECTION. 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 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 THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 30 April 1998 Prepared for: Cathcart Properties, Inc. 1244 Swan Lake Drive, Suite 403 . Charlottesville, VA. 22902 Prepared By: McKEE/CARSON CONSULTING ENGINIEERS LANDSCAPE ARCHITECTS • PLANNERS 301 EAST HIGH STREET CHARLOT;ESVILLE, VIRGINIA 22902 804-979-7522 Sheet Index COVER SHEET AND NOTES 1 GRADING AND UTILITIES PLAN 2 GRADING AND UTILITIES PLAN 3 GRADING AND UTILITIES PLAN 4 GRADING AND UTILITIES PLAN _ 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 LAYOUT PLAN 9 STORM DRAIN PROFILES 10 DRAIN PROFILES 11 _STORM SANITARY SEWER PROFILES 12 SANITARY SEWER PROFILES_ 13 _ MAIN PROFILES 14 _WATEER _ WATER MAIN PROFILES 15 CONTROL PLAN 16 _EROSION _AND _SEDIMENT _ STRIPING PLAN 17 LANDSCAPE AND LIGHTING PLAN 18 LANDSCAPE AND LIGHTING PLAN �Q LANDSCAPE AND LIGHTING PLAN LANDSCAPE AND LIGHTING PLAN DETAILS_ DETAILS _ EROSION AND SEDIMENT CONTROL DETAILS bbks DEPARTMENT OF PLANNING AND COM ..UNITY D'�ELOPMENT 712 DEPARTMENT OF ENGINEERING �Q V) e ld 7J�J-k %% DEPARTMENT OF ZONING 1% 6✓ V.r/ Z114 FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY /��,ZI /; VIRGINIA DEPARTMENT OF HEALTH ' i �5 c✓ ova �! 2 Ly f VIRGINIA DEPARTMENT OF TRANSPORTATION Site Data - Legend OWNER / DEVELOPER: CATHCART PROPERTIES, INC. ITEM EXISTING PROPOSED 1244 SWAN LAKE DRIVE, SUITE 403 CHARLOTTESVILLE, VA. 22902 ! BENCH MARK PROPERTY / RIGHT OF WAY LINE TAX MAP /PARCEL: PORTION OF 78/20 (SUBJECT PARCEL IS PORTOOf, C THE SETBACK (LINE - --- CONTOUR - -- - - -- - - - - --- -- - - - NORTH AND WEST OF SOUTH PANTOPS DRIVE.% INDEX CONTOUR - - - - �p - - - - 10 ZONING: R15 BUILDING MAGISTERIAL DISTRICT: RIVANNA FENCE - - - - - X - - - - x x x x- SETBACKS: FRONT 25', SIDE 15', REAR 20' GUARD RAIL 73- - _77- - _U_ -- -u- PAVEMENT ------------------ BUILDING AREA: 2.43 AC 16.76 % TREE LINE PAVING AND WALKS: 4.99 AC 34.41 % WATER MAIN -- - - VV - - - VV WATER VALVE - - --®- - - - - OPEN AREA: 7.08 AC 48.83 % STORM SEWER = - - TOTAL SITE AREA (PHASE 1): 14.50 AC 100.00 % SANITARY SEWER - - - S - - - INLET (TOTAL SITE AREA- PHASES 1 AND 2 - 24.21 AC, COMBINED DU/AC - 13.0) MANHOLE - S --{i S UTILITY POLE GROSS RESIDENTIAL DENSITY (PHASE 1): 11.31 DU/AC TELEPHONE PEDESTAL O OVERHEAD ELECTRIC - - - E - - - MAXIMUM BUILDING HEIGHT: 28' OVERHEAD TELEPHONE - - - T - - -- EASEMENT BUILDING TYPE UNIT BREAKDOWN: BITUMINOUS PAVEMENTS TYPE 1 2 - ONE BEDROOMS, 2 - TWO BEDROOMS, & 6 - THREE BEDROOMS CONCRETE PAVEMENT TYPE 2 - 4 - ONE BEDROOMS, 4 - TWO BEDROOMS, & 6 - THREE BEDROOMS CURB TYPE 3 - 2 - ONE BEDROOMS, 2 - TWO BEDROOMS, & 6 - THREE BEDROOMS CURB WITH GUTTER, ______-____-_--___ - -- HC RAMP BUILDING BREAKDOWN (PHASE 1) GAS LINE - G - - - G - DIG \ 1 BEDROOM 40 UNITS SWALE/DITCH�- 2 BEDROOM 40 UNITS RIP RAP 3 BEDROOM 84 UNITS STORM DRAIN STRUCTURE •� SANITARY SEWER STRUCTURE DWELLING UNIT BREAKDOWN: UNDERGROUND ELECTRIC LINE -UHF - - - UGE 40 1 BEDROOM 60 PARKING SPACES OVERHEAD ELECTRIC LINE -OHF- - - OHE 40 2 BEDROOM 80.PARKING SPACES _ UNDERGROUND TELEPHONE LINE _-UGT - UGT 84 3 BEDROOM 168 PARKING SPACES REINFORCED CONCRETE PIPE RCP RCP FIRE HYDRANT FH FH TOTAL PARKING SPACES REQUIRED FOR APARTMENTS: 308 PARKING SPACES SANITARY MANHOLE S-lIP-i SMH TOTAL PARKING SPACES PROVIDED FOR APARTMENTS: 346 PARKING SPACES (HC INCL.) STORM DRAIN MANHOLE SD.19H SDMH TOP OF CURB TC TC CLUBHOUSE: 6600 SF (FOUR EMPLOYEES MAX.) 17 PARKING SPACES PROVIDED (1,IC INCL.) BOTTOM OF CURB BC BC LOW POINT LP LP RECREATIONAL AREA: DROP INLET DI DI - CLEAN OUT CO CO 6600 SF CLUBHOUSE WATER VALVE- WV WV 6000 SF POOL AND DECK COMBINATION 1 TENNIS COURT 1 PITCH AND PUTT 1 BASKETBALL COURT 4,000 SF MINIMUM IN TOT LOTS PARKING REQUIRED FOR RECREATIONAL ACTIVITIES: Standards and Specifications 1 TENNIS COURT 2 SPACES 1 B'BALL COURT (2400 SF) 2 SPACES POOL AREA (1411 SF) 11 SPACES 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 3 HOLE PITCH AND PUTT 2 SPACES CLUBHOUSE (ASSEMBLY 2. VIRGINIA DEPARTMENT OF TRANSPORTATION N.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 1993. AREA 2848 SF) 17 SPACES TOTAL REQUIRED 34 SPACES 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER (REC. SPACES - Q) CONSERVATION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. TOTAL PROPOSED 37 PACES 24 SPACES IN PHASE 1) 4. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS HANDICAPPED ACCESSIBLE PARKING SPACES: ADOPTED JANUARY 15, 1998. BUILDING TYPES 1 AND 3 SPACES ARE LOCATED AS GARAGES WITHIN THE BUILDINGS. 2 SPACES ARE PROVIDED IN EACH OF THESE BUILDING TYPES. (ONE IS REQUIRED PER BUILDING) 1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED PER BUILDING TYPE 2. (ONE IS REQUIRED PER BUILDING) 1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED FOR THE CLUBHOUSE. (ONE IS REQUIRED). GROUND FLOOR ACCESSIBLE UNITS: (GFE-GROUND FLOOR UNITS EACH, AGFE-ACCESSIBLE GROUND FLOOR UNITS EACH) BUILDINGS TYPE 1s BUILDING TYPE 3s BUILDING TYPE 2s (6 IN PHASE 1) I (2 IN PHASE 1) I (6 PHASE 1) REVISIONS: c /n1 /no t ^1IAITV t_tNi AkAr RITC` 11 TOTAL ACCESSIBLE GROUND FLOOR UNITS - 40 (12+24+4{ 6/23/98 ACSA COMMENTS �14� r Lf PERCENTAGE OF EXISTING SLOPES LESS THAN 10% - 2.46 AC 6/30/98 ENGR COMMENTS p (10.2% OF TOTAL SITE) t7 Y TOTAL GROUND FLOOR UNITS-52 (12+36+4) E �� PERCENTAGE OF GROUND FLOOR ACCESSIBLE UNITS 40/52-76.92% V iERTI ��ATE H � e �riFo �783 PRaFESS10`�'� L Vicinity Map Scale: 1"=2000' .,I i \ w J '\ J I Lij o , RIVER - BEND _ DRIVE I (S.R. 1116) i �.------- _ �\ t 20 ALBEMARLE COUNTY SOUTH PANTOPS DRIVE (S.R. 1140) PHASE 1 ��SITE BENCHMARK SEE SURVEY AND J TOPOGRAPHY NOTE 3 250 STATE FARM \ PHASE 2 BLVD. (S.R. 1117 \ -,-(FUTURE) FI l ALBEMARLE COUNTY, VIRGINIA FINAL SIT NT E DEVELOPM Y Notes GENERAL 22. ' HE C01��TPACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON ' : 7 CN AEG. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, - - 04--OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL Is DRAWINGS. AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID 23. C AACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION Ma'+' BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE (HEREAFTER ABBREVIATED VDOT). DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING f.►S SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE SITE CONS i m.C-TION NOTED. 1, UPON 11"OMPETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE GRADING OR OTHER CONSTRUCTION, MADE BY THE ENGINEER. - 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, MAXIMUM 2. �. UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES. 3. C'NSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION CONSTRUCTION SITE. OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE -A DRAINAGE CHANNEL. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN, 6" DIAMETER AND CONFORM TO VDOT STANDARD SB-1. NOTIFY 6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI-Q. VDOT STANDARD ENGINEER IN ALL CASES. PIPE BEDDING DETAIL PB-1 IS REQUIRED WITH HANCOR HI-0 POLYETHYLENE (PE) PIPE. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE 7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA WITH VDOT STANDARD ST-1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE 8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE SECTIONS WHERE APPLICABLE. CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH 7. S i ORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE TOP FACE OF THE LOW WORK. POINT ON THE INLET. 9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. SANITARY SEWER AND WATER MAIN CONSTRUCTION 10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF,UNDERGROUND UTILITIES. THE AUTHORITY OFFICIALS AT THE START OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 11. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY AND STRUCTURES AS NECESSARY. APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY _ MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES 3. ALL MA PERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES, DAMAGED DURING CONSTRUCTION. AUTHORITY ON JANUARY 15, 1998. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 12. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS -TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 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 FIRE HYDRANT 13. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED LINES, SERVICE LATERALS, AND WATER LINES, ETC. WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 15.. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO APPLY CONTINUOUSLY AND NOT -BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE CHECKLIST, LATEST EDITION. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". SURVEY AND TOPOGRAPHY 16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) 1. BOUNDARY SURVEY PERFORMED BY B. AUBREY HUFFMAN AND ASSOCIATES, CHARLOTTESVILLE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL VA. TOPOGRAPHIC SURVEY PREPARED BY J.H. BELL, JR., P.C., MINERAL, VA. BE MADE AS NECESSARY AT NO COST TO THE OWNER. 2. SURVEY DATUM: USC&GS. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 3. BENCHMARK: ELEV. -- 527.54 :.TOP OF FIRE HYDRANT AT SOUTHWEST CORNER OF THE RTE. 250 AND STATE FARM BLVD. INTERSECTION. 18. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 19. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 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 THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, 21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 30 April 1998 Prepared for: Cathcart Properties, Inc. 1244 Swan Lake Drive, Suite 403 . Charlottesville, VA. 22902 Prepared By: !/ rm J/ I ILA McKEE / CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS • PLANNERS 301 EAST HIGH STREET CHARLOT ESVILLE, VIRGINIA 22902 804-979-7522 } l: Y. Sheet Index COVER SHEET AND NOTES 1 _ _ GRADING AND UTILITIES PLAN 2 GRADING AND UTILITIES PLAN 3 _ GRADING AND UTILITIES PLAN _ 4 GRADING AND UTILITIES PLAN 5 _ _ LAYOUT PLAN _ 6 _ LAYOUT PLAN 7 _ LAYOUT PLAN 8 LAYOUT PLAN _ 9 _ STORM DRAIN PROFILES 10 DRAIN PROFILES _-_ 11 _STORM SANITARY SEWER PROFILES 12 SEWER PROFILES 13 _SANITARY _ MAIN PROFILES 14 _WATER _ WATER MAIN PROFILES _ _ 15 AND SEDIMENT CONTROL PLAN 16 _EROSION _ STRIPING PLAN - 17 _ _ _ LANDSCAPE AND LIGHTING PLAN 18 LANDSCAPE AND LIGHTING PLAN 19 LANDSCAPE AND LIGHTING PLAN _ LANDSCAPE AND LIGHTING PLAN - 20 21 DETAILS - --- - ------------ -- --- -- 22 DETAILS ---- -------- -- 23 EROSION AND SEDIMENT CONTROL DETAILS 24 • • DEPARTMENT OF PLANNING AND COM .iUNITY D!VELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY 7b /t VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION Site Data - Le end OWNER / DEVELOPER: CATHCART PROPERTIES, INC. ITEM EXISTING PROPOSED 1244 SWAN LAKE DRIVE, SUITE 403 CHARLOTTESVILLE, VA. 22902 BENCH MARK PROPERTY / RIGHT OF WAY LINE TAX MAP / PARCEL: PORTION OF 78/20 (SUBJECT PARCEL IS PORTION *�G THE - SETBACK LINE - - CONTOUR - -- - - - - - -- -- - - - - - NORTH AND WEST OF SOUTH PANTOPS DRIVE i - ' INDEX CONTOUR -10 ZONING: R15 BUILDING ------ MAGISTERIAL DISTRICT: RIVANNA FENCE - - - - - Xx- SETBACKS FRONT 25', SIDE 15'. REAR 20' GUARD RAIL - - _- PAVEMENT ------------------ BUILDING AREA: 2.43 AC 16.76 % TREE LINE PAVING AND WALKS: 4.99 AC 34.41 % WATER MAIN -- - WATER VALVE_ -- VV - - - W - OPEN AREA: 7.08 AC 48.83 % STORM SEWER - -- - TOTAL SITE AREA (PHASE 1): 14.50 AC 100.00 % - _ SANITARY SEWER - S - INLET - - - ��� (TOTAL SITE AREA - PHASES 1 AND 2 = 24.21 AC, COMBINED DU/AC 13.0) - MANHOLE ` UTILITY POLE GROSS RESIDENTIAL DENSITY (PHASE 1): 11.31 DU/AC TELEPHONE PEDESTAL O OVERHEAD ELECTRIC - - - E - - - MAXIMUM BUILDING HEIGHT: 28' OVERHEAD TELEPHONE - - - T - - -- EASEMENT BUILDING TYPE UNIT BREAKDOWN: BITUMINOUS PAVEMENTS TYPE 1 _ 2 ONE BEDROOMS, 2 - TWO BEDROOMS, & 6 THREE BEDROOMS CONCRETE PAVEMENT TYPE 2 = 4 - ONE BEDROOMS, 4 - TWO BEDROOMS, & 6 - THREE BEDROOMS CURB TYPE 3 = 2 - ONE BEDROOMS, 2 - TWO BEDROOMS, & 6 - THREE BEDROOMS CURB WITH GUTTER HC RAMP BUILDING BREAKDOWN (PHASE 1) GAS LINE -- G - - - G - / IG \ 1 BEDROOM 40 UNITS SWALE/DITCH �----- �-- 2 BEDROOM 40 UNITS RIP RAP ; ;•:; •-.; o•;�. 3 BEDROOM 84 UNITS STORM DRAIN STRUCTURE SANITARY SEWER STRUCTURE 0 DWELLING UNIT BREAKDOWN: UNDERGROUND ELECTRIC LINE -UGF - - - UGE 40 1 BEDROOM 60 PARKING SPACES OVERHEAD ELECTRIC LINE -OHF - -- - OHE 40 2 BEDROOM 80 PARKING SPACES UNDERGROUND TELEPHONE LINE --UGT - - - UGT 84 3 BEDROOM 168 PARKING SPACES REINFORCED CONCRETE PIPE RCP RCP FIRE HYDRANT FH FH TOTAL PARKING SPACES REQUIRED FOR APARTMENTS: 308 PARKING SPACES SANITARY MANHOLE S11i SMH TOTAL PARKING SPACES PROVIDED FOR APARTMENTS: 346 PARKING SPACES (HC INCL.) STORM DRAIN MANHOLE SD"H SDMH TOP OF CURB TC TC CLUBHOUSE: 6600 SF (FOUR EMPLOYEES MAX.) 17 PARKING SPACES PROVIDED (1HC INCL.) BOTTOM OF CURB BC BC LOW POINT [P LP RECREATIONAL AREA: DROP INLET DI DI - CLEAN OUT CO CO 6600 SF CLUBHOUSE WATER VALVE- vI'l% WV 6000 SF POOL AND DECK COMBINATION 1 TENNIS COURT 1 PITCH AND PUTT 1 BASKETBALL COURT 4,000 SF MINIMUM IN TOT LOTS PARKING REQUIRED FOR RECREATIONAL ACTIVITIES: Standards and Specifications_ 1 TENNIS COURT 2 SPACES __-_ -_--_ _--- 1 B'BALL COURT (2400 SF) 2 SPACES POOL AREA (1411 SF) 11 SPACES 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. 3 HOLE PITCH AND PUTT 2 SPACES CLUBHOUSE (ASSEMBLY 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 1993. AREA 2848 SF) 17 SPACES TOTAL REQUIRED 34 SPACES 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER (REC. SPACES = 0) CONSERVATION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. TOTAL PROPOSED 37 SPACES 24 SPACES IN PHASE 1) 4. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS HANDICAPPED ACCESSIBLE PARKING SPACES: ADOPTED JANUARY 15, 1998. BUILDING TYPES 1 AND 3 SPACES ARE LOCATED AS GARAGES WITHIN THE BUILDINGS. 2 SPACES ARE PROVIDED IN EACH OF THESE BUILDING TYPES. (ONE IS REQUIRED PER BUILDING) 1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED PER BUILDING TYPE 2. (ONE IS REQUIRED PER BUILDING) 1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED FOR THE CLUBHOUSE. (ONE IS REQUIRED). GROUND FLOOR ACCESSIBLE UNITS: (GFE-GROUND FLOOR UNITS EACH, AGFE=ACCESSIBLE GROUND FLOOR UNITS EACH) BUILDINGS TYPE 1s BUILDING TYPE 3s BUILDING TYPE 2s (6 IN PHASE 1) (2 IN PHASE 1) (6 PHASE 1) REVISIONS: 5/27/98 COUNTY COMMENTS 6/8/98 COUNTY COMMENTS 2 GFE 2 AGFE 2 GFE 2 AGFE 6 GFE 4 AGFE 6/17/98 ACSA, VDOT COMMENTS 6x2-12 TOTAL AGFE 2x2=4 TOTAL AGFE 6x4.24 TOTAL AGFE 6/22/98 ENGR & VDOT COMMENTS AND GENERAL REVISIONS S��'TH OF TOTAL ACCESSIBLE GROUND FLOOR UNITS : 40 (12+24.4) 6/23/98 ACSA COMMENTS PERCENTAGE OF EXISTING SLOPES LESS THAN 10% = 2.46 AC 6/30/98 ENGR COMMENTS 00,2% OF TOTAL SITE) x TOTAL GROUND FLOOR UNITS=52 (12.36.4) E� PERCENTAGE OF GROUND FLOOR ACCESSIBLE UNITS 40/52=76.92% V CERT1 ATE N . �PROFES§10� 1. . I � -_ I I- � I � I I " I . . . . . ., � 1, . I I , I , ,/ , _ - � - � I 11 . I I . - �11 I " li I I I .. �- I . � . I _� I - . ,. I . I � � , I . I . I I � - I � -1 I I i - I � �. � I I I � I , .. - I . � I . , .. I . . ; � I " . 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I � � ... � I � .1-11 11 - �TO'ROUTE 250 1 1 1, 1. . I . . � . ;. I I . I I I 1-1. .. I - � �, . I �. . . ''. I . I . . . � I � ., � I I I I I I �, I I I I - I � 11 . - I - ." I I I I I I .1 . . . 1�, . I I I . . I I . I- I . I � I � . � I I .. . � I.. 1, 11 I I 11. I I.. � �-1. 11 - .. . I I . \ � � . 1\ �� \ I'll _. ".,�'. , � ,� . � __ - I. I . . . I - I ACCESS T I 0 PROJEqT FROM RTE. 250 THROPG ADJACENT COMMERCI I AL I 1. . . , 1, ", � , - __ , * .1 I . � . I I � . . I - - � . I . I 11\ � - - � -- � , � i � i I I ! ) I i I i I / I/ / , 11 / � I , * . I I I 1. I .. 11 11 . . I .. . . � I . . .1 I I . '� \ \1 \ ,\. . , \ � I �, .� --- . --- -_ --- _�. --- ____ � � 1 I I I . I.. � I I LY ISCHEDULED AS PARI �7 PHASE TWO � I . I � - I I - - I I I . 1� � . � \ \, \ _\ \ '. .. �� 11 ____ I I -_ -_ -, --- , / / . . . I .1 I V I DEVELOPMENT. ROA Tp BE BUILT AS PART,' O� DEVELOPMENT OF I - � NOTES; . . . � . N, \ \1 I I I ____ - - ____ . �, I . � . . . . I I P Y . , . . I I . . � I I - --- � � I i i , // / , I , I � ADIIACENT PRO ER I SEE *KROGER" SITE IPL�N SUBMITTAL AND � .�, I I I x \ \ I - - I '__1 __� -- I � , I I / I I I / . I I I I . . \1 I --- -_ _____ I % ; I . _ . . - . . I . i. . VAN ACCESSIBLE SPACES � WILL BE PROVIDED FOR ALL TYPE 2 RESIDENTIAL BUILDINGS. 1-11 .1 \ \ \ , \ \ I -1, - - __� I - ____ � ! I / / / , / � � I � � . . RE�ISED MASTER ... P NIFOR PDMG ' PROPERTY FOR ROAD DESIGN . I , . `�� 11 , \ \ , - 1\1 \ ---�, -__�, ___ - - - / 11 \ \ " � I i 1 ) ! . . INFQRMATION. - ROA T� BE PRIVATE 40' W(DE SECTION TAPERING TO' . . \ `1�1 \ , , ____ 11 I I � I I I i I/ . I I . 30'�SECTIO ' N -JUST FIOR TO ENTRY INTO StoBJ CT SITE. ACCESS TO AND . 11 I - . . I 1 2' APPROXIMATE RETAINING WALL HEIGHTS ARE DESIGNATED BY SPOT I I I '11-1 I , \ I \ \ 11 \ \ - ---, -- \ "\ N\ 'I', \ � ! 1 1 � / � I " I / / / / I/ I . '! � � I IOU ��, ELEVATIONS ON THE PLAN, � \ 1� , , -,, ,,. , I . -1-, I ", \ \ � I � i I � i I / / ? I / , I FROM RTE. 250 TO SE IRIGHT IN AND RIGHT IOU ONLY UNLESS OTHERWISE I . I I -, I '1� '1�1 \ 11�1, \ _,,,� '-,, ---,,,� I',' --- -- - - I ! I I , / I . I � I APP�OVED BY VDO EMPORARY ALL IWE�THIfR EMERGENCY ACCESS TO . "I � -- - - 1A � � I ! I r. EVr I , __ - -- � , I f � , - 3. NO MORE THAN 49 CERTIFICATES OF OCCUPANCY SHALL BE ISSUED PRIOR I 1,1 " " 1"', , 1, . .,-- " �, "�', � ___ _ .1 I / I / / . � f � I � , .BE PROVIDED .A,SPf�Ti OF PHASE ONE I LOFMENT. SEE DETAIL AND . TO THE COMPLETION OF THE EMERGENCY ACCESS. I �. 1. "I-, I I 1, I ", I I 1, I --- __/ � \ I I . I / ] I PLAI I NI 1"� I ; - I " I , 11 I I - . - 11 � )I I 1 1 1 1 1, I / / I I 1: , � 'tS MUST BE CC �C)ED AND APPROVED BY I , '1__1 I , - � ��, _�� '_1 ,_ I --- - -- __�' � I 11 ! 1 i � � 1 1 / / I / i� / I . MER'GENCY AqCE )NSTR "111 . 1, I , ., '�_, I __ - -- -.-- _____ -_ - I I � , THE FIRE - PRIQjR TO THE ISSUANCEi Od THE 50TH CERTIFICATE I , �1� __I_AIVE,� TMENI CO. . - ____ - . i . - 4. BASKETBALL COURT IS FOR THE USE OF THE RESIDENTS OF THIS DEVELOPMENT .11, I ".� ,",�, "I-,, N� � � I "I., . 1'�_, I-, - --, ,� / I I 1 i .1 , OFFICIAL . AND THEIR GUESTS AND NOT FOR LEAGUE PLAY. � I ,_� , � _ _ - - 11 � � ; / <�, / I /, ,,, 1z I . I I ",". I" 1,", 781,73A -- I __. --, I Q.) . � C3 � OF Ob,CUPANCY. Tff'ryERGENCY ACCESSIIS VOT TO BE BONDED. __1 , "I-, . _ . 14 1� to I _ . I I I 1. � I , �, �, �',�, --,, <TVIP I - �1 1 ,:�' I I I 1 -1Z1 � i I �? I , , i ,/ 'i / I I I I � / I I , I I . 1\ . �, .1, ZOIVWG : PDMC --- _� _�, - --- I "I I I 1 1 1 1 I'll / I / /. . I . . 5. PUB . LIC AND PRIVATE WATER LINES SHALL 13E CONSTRUCTED IN SEPARATE TRENCHES. � I --, 1� � _� " / ! I I 1 1 ! I i . , I I \ 1 11 I . 1� 'I-,' , '___1 , -1 " � 1-1 "k - -- I ! I I I 11 .. . I I 11 \" \1 N, I '1� 1_,, INI "", .."", ,� I- "\ 1'� �� I'-- VA i C' A,/V T __ � ___ - - -I---.- �) . I I / 11 I / / ) 1/1 , I ) / 11 / // I; ) / I I ; I / � / ) I I I I � I � I - : I +-I 11 '_1' I . - , __� . 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MCKEE NO. 7783 ,QsSIONAL S�'Gv, Revisions: 6/8/98 County Comments 6/17/98 ACSA Comments 6/22/98 Engineering Comments and General Revisions Scaler 1" = 20" Date: 30 April 1998 Project No.: 9716 Designed: ERF Checked: REIM - STC-1200 12 - 83.74 LF 8" PVC IM 0.50% DI-38 (L:12'} C-18 TOP 449.90 TOP 44INV IN 2-5 23 MATCH LINE SEE SHEET 3 4" PVC SAN. INV IN 441.41.96 INV OUTT 441. 441.50 72 LF, - 15" FSEWER LAT. INV OUT 441.86 4 L.F. 12" PE R9 7.1% 72 L. F. - 15 .ri ,_:,. .* >,►.v - FF 452.00 . -. ,e 1.'t 1. < _,. .,{. „• f � ` // 9`f F'Sk' '. __ -_-•' - BUILDINGr8 � ,�• + (TYP -,,.. „',, r� _� -'�,,. :A" -fie' " r* t: ,, ;t; 4,�, ;t•rs+f 2- 447.97 51; E 2 . ,', .' -. r .•ram. ti• ,` s.' GUTTER SLOPE 2,0% _. A :ya F � _ ,.'., wiF..�:.. y:..-',, R . / P . ° ..., .. ,� <._._ -..7 , . .. �.- ,..:,.. Z , � �,.. GUTTER SLOE -8 3/ ( ) . METAL 8 96 1"•1' DOME 1 i3END:� :.,.� .,,,,•�- f , '� �.:., :: ..... Y_.,,. � / ,,,` � , ; ! DI B (L r- r..,,F-✓ t. INLET ,,.._„ .«:<r� ;., ,,• .<-. �-� _ �,, mks° - TRANSITION BETWEEN 8.3/° AND ° TER SLOPE .;- _ . / '._; ,., . r _, .., .... Wiz.. �' .. , r .•� .. „:- .LP. - -_ - - ° T .': d x:,• .�-r'.,. t.::.. 1�OMESTIC, 451 TENNIS COURTS Y _ u.,. ... q:: :s.y, 4 ; •' D-i:• �- xr +o .,.!. �, t: :,...:' / - o439-96 BY OTHERS,./ F r s22 1 , 1 i / 1 '_. .. .-.-.. I� ° I _ 2 R ` IN G E MEN O `r4 a� 439.71 r 'x V)N��td2:t �' . 5' "Y .„� r r�,,47 4 -c� 47 •1 A- 3,,:2.,, .,;... '^..:vr. x. . e....., . M '1 + rc�i a a 8.71 �" TEES'd7 J 2' 23 48 ?4 x , ♦ r.. ;:,. § . 448.96 16 WF 5,v}fir TOP 47.14 448.96 -�S4 1 443.22 4 `F 22 ' "f "'' ' FF 449.00 4 1 + i N, 442 0 BUILDING r Y 447:7 I t ''K 448.96 _ 2B / r 447 tp E ) c,. t _ 436.96 + .0 1 INV 433.00 f t 436.26 ` r.- - - - +-----EC-3 'TYPE A F t 448.96 _ CO >� D-36 (L:8')'- ♦ DI 3B (L:8') t TOP N 18.60 I { + r r. OP N 19.48 t FF 437.00 /' 434 I 68 }4 ,. ' I I 412.23 (A-3) t .. Lp• r ?p , ' ,:,' IINV NV IN 411.68 1 .684( 1-1) t 436.96 CEP- INV OUT 412.4 ` t 448.71 SE 3 4- CO A t _ 432 " 4" PVC SAN t 4 1 . _.. �G S , 4 :-}t-� ti' 24 L.F.-24" r: ♦ _ t _ SEW. LAT. a" 42 , t P 6 ° -'-4i6-- _ A1'2 25 L.F. 61 ° J ♦ ` - t O NOTE: t _ 4 22 424 - _ PE �7 3 `� 11 �'t NCLUDI GO SSOCIIATEDEDRAINAGE NIMPROVEMENTS, WILLOBE PART II E � 436.26 �= - ' INV 41 .5 :: M 0. 422 4 22 OF THE CARRIAGE HILL PHASE II PLANS. t --= S - A1 - - 432.00 9" _ 420 / ♦ S_ __- C-� INV. �N 426.78 2 2 TY 2- ' ` , 20'', DRAINAGE EASEMENT f 436 _AIV�U T 426. O A 434 2 -- - p.60°�° 0-��� �''^ A: `, f . 1-8"x6" RED. 77~1 _8 _ _ -_ � -1i2� AlK ... . t-8"x8":=TEE �• 1- A S �8 CONC.SIDEW -- p2ti •. N.00' t5.93 i 2D! p t _ 2 o IN, - iIt �960 BEND � , ro i a2 - • 8" D.I.P. - 0, \ \ ,..... ., EX.- GV :AND � ` \\\ \ w R Flfi ASS'Y -all .: SOUTH PANT P iV f _ -- .' _ � \ w S D R E , (60 R.O.W. AND VAFPtABLE) \ i %4TO REMOVED _ 70 _ . w _ CON 00 • ND SIDEWALK, T - • '` _ � .. E LK,� CURB GUTTER wCf \ \ \ \ MEET ;E�(ISTI PAVEMENT BEGIN OVERLAY E DETAIL) \ \ \ \ \ SUTURE Y. WJDENING. �•`' \ \� NrTE: 'RO FRONTAGE IMPROVEMENTS IN TH� RE OF PHASE II, \ INCLUDING, AS IATED DRAINAGE -IMPROVEMENTS, WILL BE PART \ \ OF THE CARRIAG LL, PHASE II PLANS., I i • McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 Ntip1.TH pF `f o f ROBERT B. MCKEE71 NO. 7783 101, IQSSIpNAL � Revisions: 6/8/98 County Comments 6/17/98 ACSA, VDOT Comments 6/30/98 Engr. Comments Scale: 1" = 20' Date: 30 April 1998 Project No.: 9716 Designed: ERF Checked: RBM TOP 452.10 54 L.F. 18" PE 1 00/i INV IN 441.40 MATCH LINE SEE SHEET 2 --j* INV IN 437.90 (DROP) INV 437.68 (9INV OUT 437.70 4 C�, AN. +460.26 458.26 4 f4 G 72� T�x I T� \ w,r: \ ,48a.,j820' SAPbVR. zEASEMENT456 A 1 45� ' 46 VAR. �ID\ TH \4 52 DRAINAdE EASEMENT' FF 4�2-50 04JF 7•, V. 440.46 BULD 454.51 22 2b L IN JI INLET TO METAL DOME •45519 X P 51.00 A -TYPE 451. 2 0' DRAINAGE EASEMENT, 1\ �4,1 0 INV 448.00 Z 20SAN. S E �P. EAS\MENT 4 t 439.76+ 453.4 F1-11 DI- FF�40.50 TOP 4 1, 1 fr TOP 455.96 INV IN 448.07 46,2.46 INV. 42 CO INV OUT 447\.97 INV.'OUT 4DI OMESTIC N1\1 77 20' DRAINAGE EkSEMENT BEND ENGINEERNE EC-3 TYPE A� 41 71 X 4 T9 FIELD DETERMINE 440.4 440.2 + - 50._ 52.21451.1 Rip RAP CONFIGURATION AT \ \ Y \ , \ EXISTING DRl INAGE, COURSE 455.96 FF 456.00 5 .88 C6 MAIN I t:NANUt 2 7. 1 + 9.76 45vs ABUILDING CD 455-96 '429. r 450.71 54 0 -n OD E-1 V 443• .7 '4. BUILDING 2C 443.96 IN V. N. O� 4 E (TYPE I V N \A 28,32 :k 2- 5' SIDE 23% t 453.2 TBACK 0 �72 �- V T U • FF 444.00 4 433,71 4 L. I E 0. 5% N ;OU 1�0 6' HIGH j -- .- -- 443.96 I VV CHAIN LINK D.I.P. 4 FENCE )MESTI 4- 4 /Y 453-16 WIDTOUt H -,3 B (L SEME�T� BE DRAINAGE EA E-4 T 432.95 TOP, A _ ti , �¢..IN OJT -42,9.28 IKQV, OUT 25.0 r6 7� ET INI G W LLS 21 2 K� ONE \��5]� 'I C, KI M DqLA E U Y 4 LLJ �0 22J Cf) 'ASSY7`- 430.96, INLET T01�470.0 2 - 2 3 4 3 6 1' - / / , - ' r �''- T 5 FF A '11.00 425 42 Lij 22 0000- 18 A, y'. \ \ 418.9� (L-E BUILDING 2� bI-3B - 5' T 'P, 432.95 0 bl. 0 IN 427.60- % I INV OUT 427.50 awl (TYPE '2) INV ' 20' S AN. SWR. EX hY §�MENT + ?0 6 41 2 4 .2 (:p 0 CP 0� 4 FF 41900 43 0.9 6 C'O 0 (7p d-10.7 nc" 418\ co oeoop 18. C7, % -J� - 41816 P 423.50 000.- �j INV'\ � -- ` / / � , " o -JN -417-03- NV. OUT 3 �9( "♦ s DI-313 (L�z`121 /,PAVED FLUME ;TOP 416.3 /0,6E REMOV)~i3 Q INV 0 4121A 'AN'D,RELOGATED 4-1 - <1 -JFR T 25 TOP 411.00 V- S E A C K INV. -IN 399.50 (p INV'. OUT' 399. EX BE RE vED z 12 2- 22 1r) In MEET JACK AND BORE S EXISTING LEEVING SEE DETAIL SHEET 22 AND PROFILE SHEET, 12 tp TOP 396.89 INV. IN 382.50 INV, OUT 381.99 ?9 3, GUTTER SLOPE 2.0% GUTTER SLOPE -8.3% (1"S) > TRANSITION BETWEEN -8.3% AND 2.0% GUTTER SLOPE TH op 'ROBERT B. MCKEE, NO. 7783 4r �ASS IIO IVA L Revisions: 6/8/98 County Comments 6/17/98 ACSA, VDOT Comments Scale: I- = 20' Date: 30 April 1998, Project No.. 9716 Designed: ERF Checked. R13M Sheet NO., 'Of-24 '2 . a • .. ..1. , •� S . - - � -_ r NOTESI .1 , 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE SPECIFIED. 'y . Building Corner Coordinates 3 2 Northing Easting 2, ALL EXTERIOR STAIR TREADS ARE 1' EACH UNLESS OTHERWISE NOTED. }MCICEE�GI�IZSON `- Building 36 3, Q DENOTES PARKING INSIDE THE BUILDING, Q DENOTES PARKING FOR RECREATIONAL _ I 1 8740.0707 1t389.9715 AMENITIES. CONSULTING ENGINEERS - 2 8804.6908 11347.8255 °' ,,LANDSCAPE'' ARCHITECTS 3 8787.7012 .11266.9348 4. BENCHMARK: ELEV. 527.54: TOP OF FIRE HYDRANT rd SOUTHWEST CORNER OF PLANNERS `. 4 8706.9210 11263.2500 BUILDING TYPE t THE RTE. 250 AND STATE FARM BLVD. INTERSECTION. • • "301 EAST HIGH „STREET Building 1A j •CHARLOTTESVILLE, VA'22902 1 8682.4124 11244.8111 • 804-979-7522' - 2 8652.8368 11170.6549 I i i I 3 8570.1979 11172.3090 ( i i I 4 8551,5585 11250.9956 I I i I .I . 4 t I 1 Building'3A I i 1 8535.1129 11276.2826 = • 2 8454.2621 11277.7505 I i i I1. :: 3 8435,0603 11358.1448 3 - I i i I ��, �� IH 4 8498.5002 11402.0472 2 I I I I O�C1 1:f, Building 1F 1 8876.4610 11299,8545 i t o 2 8932.9355 11243.4232 t'ROBERT S. MCKEE 3 8898.8148 11168.1391 i I I NO.,.7783, 4 8819.1567 11182.0529 I i I '0�,0 Building 1E BUILDING TYPE 2 I i i I ��`sstp _. , x 1 8798.3124 11160.3710 i i NAL 2 8811.0233 11081.5529 I i t I 3 8739.2675 11040.5279 I 11 1 I EAST PROPERTY . 4 8682.8602 11098.4694 N 9015.79 I I i i I N CORNER NE O. 1 Building 1D 4 E 11281.51 S27.26'33 E 1520.25' I 11 E 11982.13 1 18653.2651 11093.1082 i 2 8617.3933 11021.7844 i L_50.20' 3 8535.2063 11030.5720 ALIGN EDGE OF WALK 18 �� R_36.40' 4 852344347 11110.5747 3 2 WITH PIERS (TYP.)� (TYP1 a 18, � Q=79°00'19.3� 4' WI Building 1C ■ Q' / ` '' � CONCRETE 1 8496.3087 11123.5667 - - - 20' REAR BUILDING SETBACK - - - - - - - - - - - - - - - - - - - - - - - � - - v / Q �p � SIDEWALK 2 8425.4539 11086.7774 • • - - - - - - - - -- ____ --- _v____ '��. . 1� - 3 8363.9940 11142.0459 I 25' - _-------_ 4 8401.3210 11213.7795 I a R 20' 1 ALIGNWITH WALL -PIERS - - R 5 Building 1B BUILDING TYPE 3B - I ��' o (TYP.) R 5' R 5' 6� 1 8390.9041 11241.9139 r-ALIGN O •25 2 8311.2665 11247.5461 I z - S53 29 3 8287.7199 11326.7767 ' 4 8357.0160 11368,4548 I (TYP.) 5' v V Q 1 R 5 3 R 25' 16 Lrl�-�- 71 �_� � �h I ■ �R 5' Building 2E 4 1 a I R 5' i / 1 8896.0272 11014.1637 Q Q Q ~ STA. 16+03.69 •" 2 8915.0758 10939.0333 I, I _ N 882 ,2886 Q % \ . 3 8845.3904 10894.5821 >_ E t131 5275 N 8624.1328 4 8790.0665 10950.5618 2 1 I r__ R 10' FACE OF CURB ' E 11441.0141 ■ o I / \-\\, ., . I � 1- � Building 2D :n I I I ' 3 � � Q •� 6 1 8762.0080 10939.8965 `0 I Y I a 2 8753.7764 10862.8272 . . - _ ¢ I (TYIP,) 5' O I ° I /%____�_SECTION STRAIGHT3 8672.9904 10845.3465 mI I I a 4 8640.5535 10917.0564 �I ' BUILDING 3B Q / � WIDTH OF SPACES Building 2C BUILDING TYPE 3A z I j i ALONG FACE OF.11 11 . 1 8610.5372 10916.8024 o I Q I CURB IS 9'. 2 8576.0486 10847.3908 • 3 8494.2207 10859,0589 m I i 9 4 8488.7113 10937.5707 o I 4 -," Q I Q• Building 26 4 I I �I I ALIGN WALL 1 1 1 8322.5809 11061.3342 1 Zf) BUILDING 1F WITH 1 ARCHITECTURE O M ; N 865 .7758 •' . 2 8249.1964 11036.3912 3 8199.3623 11102.3345 1 I R 4.79' I I i1 FACE 0 CURB �� ALIGN CENTERLINE 1 4 8250.7814 11161.9209 4 I i OF WALK WITH 1 CENTERLINE OF FAC OF CU B RPN1 Building 2A I TO I TERSE T Q 1 ENTRANCE DOOR 1 N8621.85 -FACE OF \ I w ''. , I . . - - 1. � 1. I 1 8222.6711 11179.9982 I I Q I ARC ITECTU E E1t350.87 a� CURB 2 8145.1998 11182.3709 dd (TYPJ 3 8121.6525 11261.6014 CLUBHOUSE I i . FACE ,`1, (EDGE OF 4 8190.7006 11299.3747 I Q � I ALIGN EDGE R 10' �G PARKING) At! - I OF WALK a 17 5 ���iii Building 2F. 2 I .I1 1 WITH PIERS t� .r „ 1 8710.1818 10748.6529 1 ' I (TYP.) � 0 Q R 5' Z Q`�' al P.-I •� 2 8691.1310 10673.5230 3 . . I R 4' '�P 3 8608.6846 10667.6458 w , a w a a , i Q I a Q R 10' OFCCURB - (TYP.)IV 4- 8586.7177 10743.2231 // 9"(Ty ( 90° ♦ 4. W E R 55' \ CONC ETE. . . . � I I � & , 1 �� 1. . . `'� •,� Clubhouse / R 10 WALK TYP.) ~ . 1 8432.6549 11.552.4188 / R 9' Q h--+ 2` 8384.564T 11535.0826 1 FACE OF GURB . 4 3 8391.0827 11473.3911 (ACCESSWAY SIDE) // FACE RB TO ALIGN rn R 10' -- OF ARCHITECTURE o. � -aQ r, PRG:13.A8' � 1� W , 4 8442.7811 11487,2362 - '� �. S/ a Q Q Q (TYP.) R 61.12' Q' W �'� ' - MAINTENANCE / - 1 R 5.4' oy� ,� / ` O. Maintenance Building BUILDING / `" ■ � c� J F CE = U ,, , s 1 8416.8084 10986.4458 - `� " �Q•� FAC O CURB (� - 2 8406.3822 10969.3784 / \ R g' R 4' R 10' .\,< OF URB C) , 3 8380.7812 10985.0176 2 3 / / -FACE (TYP.) �'��iQ W � • 4 8391.2074 11002.0850 o OF CURB ��Q f\ . / / RAp1AL FACE OF CURB TO R 86.24' R 10' �`L� Q R 5' R 6.43' / ` J - ty .. . / INTERSECT WITH - P ` ARCHITECTURE 4' WIDE R 5 , / •1R 4' CONCRETE 320 (RP ��� ;: � - / (TYP.I R 9'A WALK {TY ,p.=2� N8621.85 ♦ Q ir�� W V. R 4' Q� E11350.87) R 4.8' R 10' �� z / TOT LOT �. �� _ / 0 ALIGN EDGE OF (TYP.) 1g\ �2 ir,� R 10, J it WALK WITH \ ,tQl 22 Q O �`� �R 4' '�1 / ARCHITECTURE P " S° N / 35339 {TYP.i �� �Q\ 12 3320 WIDTH OF SPACES /Typ / ''-fl--38► _ �1 / Ft= �' `( 2 ALONG BACK OF 4 Q � ". "'.�., �'. . i � � �� AO' (RP 90,• . 2 a520�- CURB IS 9'. `S� U 11 3I. . �� / N8621.85 -� Q =2 Q R 4 • Z / 3g E11350.87) yQ • , V. •�` 16 (TYPE 3) E__ tG 3 .'� R YP•1 BUILDING 3A / -_ -39 0� i ALIGN CENTERLINE \ Q lS ` Q Q U p, / ALIGN EDGE OF WALK �-1- QOF WALK WITH �\ ,'lQ / WITH ARCHITECTURE i CENTERLINE OF Q Q . 1h / vTYP.) ENTRANCE DOOR R 7.5' 4 .. 5 / �P� �� n ALIGN EDGE OF,`,. Q \�� �) Q R 8 a I / F1P� '� WALK WITH PIER �J� � ��, z / �\� �ITYP.) / N 8847.7205 \Z \\ BUILDING 1A O Q • / / E 11079.0959 ARCHITECTURE \ ALIGN WALL ITH Q \ (TYPE 11 ♦ OFGRADI S ' ' :� FACE OF FACE OF CURB TO / � Q ' / CURB R 5' R 5' (TYP.) g9 INTERSECT WITH Q 4.79' • / '353' ARCHITECTURE Q 90° R 49.85' . / R 2 .{Q\ �- (RP (TYP•1 \ �9 / (TYP.( 6.07' , �, 1 P 3 E11350.87) ♦� ACE O� C; ; • LPG/ TW 447.65 \ �2�3 �39 Q \`` OF CU ° 4' /Ty ` k p r. ���/ �� R0 , �(Q BUILDING tE FACE ' A T 4 65� 6• G �Q 1 2 3g5? (TYPE 1J1. �� 9 P�- ,\ R 10' WIDE R 5.4 OF CURB �Q• I �� / s• a ,5 �.a�33 �� CO BETE I o 0J/ R 4' �yQ� P Q Q11 WAL (TYP.) �7i j.. • i ���/ (TYP.) n0 FACE OF CURB TO (TYP.) ALIGN CENTERLI E Revisions: "' ,�h// Q� Q 2n� INTERSECT WITH R 4 F WALK WIT 6 8/98CoutityComutents ; �� l WIDTH OF ARCHITECTURE C TERLINE OF // A SPACES {TYP.1 10' ENTR CE DOOR 1.} �' 9 ALONG R 4' , TW 443.71 5 ALIGN EDGE OF WALK ` �,! / �yQ\ ��'� 4� FACE OF WITH ARCHITECTURE (TYP. \ 1OR7. // <A 9 p ,�6� i' CURB IS 9'. (TYP.) Q r6 �-•I` . / ALIGN EDGE a �� ✓ �. Q 0p. / PIERS OF (TYP.) LK WITH �0 - Q • R 9, R 10 ACE FACE / ALIGN EDGE R � i \ WIDTH '- SPA ��, 90• R 10' \ F CU B OF C RB1. - ` . / TW 436.71 OF SIDEWALK TYP.`9ij ��AT ACK IS ��,� / ALIGN WALL WITH WITH NRCHITECTURE �' -o Q. , ARCHITECTURE (TYP.) i �i i "I R 9' � (TYP.) CENTERLINE "-/ FACE 9�� ALIGN EDGE \�y9 �'O� R 86.24 -�`� `� R 5.4' r; ` . OF ENTRANCE OF C B �� OF WALK to �R 4.8 RADIAL TO RP11 �� WITH ARCH. Q\ ���� ��' Y R 5 (TYP.) `�y Q R 10' j U Q `�� R 10' R 10' R 10' . �W Scale: 1"0'. < BUILDING 2E -FACE �� -_,-.. - {TYPE 2) Q %„ ' OF CURB -- t��� . ' N (T yp l Q r Date:1. • 30 April 1998 ! IllZ �` "9 R 5 4 Q Q 16.00' 0 o ALIGN EDGE Q\ 0 1 R 9 R 9' Q Pr0jectNo.:: s716 mi OF SIDEWALK t `� Q �u w WITH ARCHITECTURE RADI � T I � 1. 11• = ;�, o {TYPJ R 6.08' `� Q Q Designed: MIIC I ALIGN EDGE ,��. R 3.6 \ O O Q o OF WALK WITH R 2' '� BUILDING 1D h , ARCHITECTURE 4.78' (TYPE 1) Q • Q BUILDING 1C Checked RBM Z I (TYP.) (TYPE 11 -:: .- I R 4 6.0 ID Q N' 4, . I W. R 2' R 2' R 86.24' ' l ,, M I ALIGN EDGE Q�'� 4 (T . tS'1P� Sheet No , .. _ l . ,o / N ypl A - r a +,,. . H.. 1.1 OF WALK WITH �i,>. ✓ '` �q r s 4 - 1 - PIERS (TY .) . _ f F �, P C= r }, �3 �' t ,i j I I �_._, . S 'i ALIGN WALL WITH �� tyQ OFCC RB FACE ARCHITECTURE OF CURB11 ` I (TYP.) ddd"��� 0 , ' �,. 1. F•� .. , r. ' .. I :,�, .- - �- - " - - 11 I . . .k. � -',;,._t�1 I 'I-,.; I 111. 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I 7 u. u T v u u . v u L C G ALIGN ED( WALK WI1 ARCH. (TY WIDTH OF SPACES FACE OF CURB IS f NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED, 2. BUILDING CORNER COORDINATES ARE LOCATED ON SHFFT 6 r- McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE,-VA 22902 804-979-7522 (ROBERT Op GI� �f B. MCKEE�NO. 7783 �4IONFAL. 5 G1 w U] Cz � x � u H O � C) a U Scale: 1" = 20' Date: 30 April 1998 Project No.: 9716 Designed: MQC Checked: RBM - • • • a , r •' ... - �>_:, _ ., .... i .. �'�j` r - .. ,. r ,. . _ . ' ;" � .. : r • :. .. ,. .. .. . ... ... ... .. . _. _ ... .. ._ . _ .. - .. ,. ... _. ,. ...a a .. .. r -.: .^• Y ,. .. ... .' .. '.. � ,r F.r .. o - Via. .. -.. ... _' '3 '-. .. _ 'r. .- ,. ;,. r. r .. r& .. .. .:..�,•� .. _ #. `j� .. .' ,. -. ,. : - :. ... '. ,. .. •.r `.. , ', :'.' .. 'r ... -., • 'fin^ ,j 3 y .1 , ' .. a - _ .. ti 4 '4 �y Nll RP SHOWN J < ' ON SHEET 6 R 3.7 R 4 , � (N8621.85 E11350.87) % m� •y, xs F:t •T�1 Scale{ ir to 1998 ry / r Project N6.. .. y �� T P FI '$ ,f �: t -, � ;r A d„y r ♦ ,1_r � I , M _ , T 1 , • 1 n , , n NOTES. + t i I ! 1: ALL DIMENSIONS ARE TO f FACE OF CURB UNLESS :OTHEF�INISE, NOTEDr r ✓ , r 2. `;.BUILDING CORNER -COORDINATES ARE ,LOCATED, ON SHEET `6. �R Y i s` I N T ALL EXTERIOR STAIR .;TREADS' ARE 1' EACH UNLESS OTHERW SE 0 ED = Y. < an. -BENCHMARK, , _ELEV. 527.54. TOP OF FIRE HYDRANT 4. { v . n e 1 c •. T T RNR FTH RT.. _ .. U H ES CO E O E E �50 , NTERSECTION, _v x ATE, FARM BLVD. •"I 4 .y, b >' i r a q p c Y F d 1 1- r tl k h Sheet No f a � -J,t .♦,`A QD_,Yt� ! r:^i`�'r•+ 9k if�4r,�,4! x` ': Z. Ij W A" i ii f Je "1 [ 1` •.Y y ,'t f j• t A' 4 4 t d 1 ; A a<�rh, 1., ;Ft;b� _ r .. :.. .. ..- <. r . � .: ... f ♦ ... . :.'.. 4r ... . ,.. ,: .. i. -, .:>. .... �... ... .w.: w.-: ,. ♦ ... .. 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C'! � LO cv v ri O ri ! — ! 1 ¢, p , iQ O i j j470 i I p t PROPOSED; GRADECL C> ¢ o m m I j + m p m i w Mi i i ! .1a•' e' I M i P v G CS 455 1 { 465 56 L.F.-15" P E 3.41% i i PROPOSED; GRADE P PROPOSED GRADE I ao � 450- i ! I �0• { PROPOS GRADE D , 0 - !i I • ► i j ! I 0,001I °'° ' 9 i , t t i I , I 450 EXISTIN GRADE! I f 15 I lTING EXIS T G G AC 1 1 co I 435 EX/STING GRADE I I i I LJ I o ; co� Q < I � 430 i �, Q _ 440 Q Q E_X_is TING W w 11 f") I o GRADE IA In Q- Z I fI O 11i Mco I N U"> I m C _i © I I i ( M (1)N V 1 vv a ? v I v M M vv ; ; { a � �� (D �rlv I ? vv ! I d zz > > z z ! p : O? I i z O > z O i j i z ? Q II-- j D z Zz — j z z I 425 I - I p ! " `° O j z ?? > j z z 0 j 435— z�z I I �> 0 j zz; --I >j a , i 1 - -- __ ___ 1 0+00 1+00 2+00 3+00 STORM DRAIN PROFILE "A" SCALE: HORIZ: 1":20'; VERT: 1":5' A_8 MIN. 3' COVER REOUIRED A-9 A-10 A-11 OVER TOP OF SAN. SEWER 480 UNLESS OTHERWISE NOTED. 4+00 5+00 nA-2 Al-1 nAl-2 nA-4 _ — j- — - --- -r -- - - -- ---- -r-- I O ---- --T 11 O -- - i i { --' _ — ` _— _ -�- ! ! -- - N ri 7 --- -- I O I — 04 ! --- --- _---� ^ ! N II ! cl)v I ; ( : 0)( v j♦ a I t Q O , I I I °p � a I O 00 I t O I m O I EXISTING GRADE I I f m i _ ' ! I PROPOSED GRADE VEMENT AVEMENT PA - - - I - i I I , { ' j 70 L.F.-12" PE n 1.83% I I I60 t2" P0 1.42% E�L_y41a I � i • { ; � I j j j { j j N a7 NN �„� N In ' I I � �! (h ^ j v I � Co ar N Lc) 00 � I O ^ ! I ° o v v zz - °{ a I a ! t- o v Q, zz� - r-- o v Z - 1 v z - o' o o f o ! o { o z —-, z z - _ z _ 7+00 8+00 STORM DRAIN PROFILE "A CONTINUED 0SCALE: HORIZ: 1':20': VERT: 1":5' A-5 CB1 OB-2 OB-3 9+00 T_____ _ !i o f o a0 PROPOSEd GRADECL j I CV f -- I -- - -- Q 0 ! { 1 PE 6 2.47% ' I 1 I m I i I g0 4.0 9e PVG� ; � j 1 g 9• i o, I I � o oI CV I t PROPOSED 1 GRADE + , ! j ui¢ + I { A i 7 t F- I ! U) o ! ! ! { { , I l i , m r> m o! I i 15 P 1 L f ,90F voi EXIS TING RADE � III ' l i _• _ - . { • ' EXIS TING GRADE ! i I to m m O ► Ulp M Ln ! (0 I I c0 c0 J ! i c0 O I } tf . v F- v I.-. q r i- =O v �T Qp ZZ 0 Z j p - zz { - ; zZ - I O 1 > > j zZ I I > z j I j z z > j zz ! > z >> zz ! > z 0 0 1+00 ST ORM D RAIN PRO FILE 11 B1 :.,- SCALE:`:HORIZ. :1":20'•'.VERT: 440 435 430 425 420 415 410 405 400 OM ._.------- j --- co -� —; - M- ------ o + C6 d O f Q I m ! CO w ! 1 j TEMP. EMBA MENT SEE ESC PLP NS I PROPOSED �/ PAVEMENT %- - �,-PROPOSED ? ! I GRACE i I I f ' EXIS TING! GRADE " TEN MP _ ! -46 L. . 24" PE 1611.8% { -sue ESC LANS 1 \ `P_LU_C I CONNE-CTION! I I UPON REMO AL 0 BAST 1 ! TE 1 P. INV. 412.681 00 Q Q j 00 00 co�O N ( i eNCO - (D O 0zZ a t oz z i_ Z p z z ap f I !— z z z 6+00 A2-1 495 490 485 480 475 470 465 460 455 460 � 455 450 445 440 III 435 f 430 F I 425 I i I I j 420 p^ o ^ p a0 OD 1 st + V o a o a Q O Q O I m m I cM c`) ! i � 1 o I i PROPOSED ! PAVEMENT I 34 L.F.-1 ! t " i PE �5 1.0 ° 1VG 3 EXIST I I GRAD i i w OD I 1 co c0 cl) a '.TOv m c`•) i v ! D 0 p O i � z zz z 0+00 0+00 STORM DRAIN PROFILE "All' STORM DRAIN PROFILE 11A211 SCALE: HORIZ: 1":20'; VERT: 1":5' SCALE: HORIZ: 1":20% VERT: 1":5' B-4 A-6 A3-1 A-7 A4-1 500 490 495 O an ( I cfl ! 00 (D I (a o a i n Q O O 485 495 cn 490 — y ! , i 490 480 _ . _ }---- _ __- -._ --__-_ ___-- _-- 485 i 485 475i j ! 480 I } ' II PROPOSED PAVEMENT 480 470! 475 I 475 465 i { 163 L,F.-12'' PE 0 1.00% i 470 470 4601 t I ! 465 — ., I i 465 4551 ,� _ 460 1(') to o zz ! I zz j > > > f ! >> 460 450 { Z z z z z � - - i 455 S .- 3+00 . 0+00 1 +00 0+00 . STORM DRAIN PROFILE A3 E 4 _. ,STORM DRAIN PROFIL A ., SCALEHORIZ. 1 :20 , VERT. 1SCALE-HORIZ.5 - 1":2 ', VERT: 1":5' '• 10+00 O 00 o I i I a a Q O ¢ O i m ! m � l PROPOSE I I I I GRADE ' iED PROPO PAVEME T 1 • � ! 1 I P� JF - I a1 1-0 EX ISTING I i i / • 1 w 1 c� a crLu ! W .:.'..Q. . 00 I Q ll) � co 11� h l� O z? - a a1 1 O } I Z �. McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 . 804.979-7522 Sheet No r J �r } t .• R Y. YYf C: �• Lr ^] .s O 1. LY a A-8 A5-1 B-2 61-1 -_z2 C 480 495 465 1 o '0 cn O p Oco 00 O o � O o M m { 0 O O o o Q M O O pO CO ' Noo i 7(I o �W o N o o o oo ¢ olp 510 475 `� 490 460I -G+� ->-OOQ - _- co Go Cl) 470 00 00 Cl) PROPOSED GRADE 485 455IEXIS --_ o { M -_ Q G DE 500 465 480 450 PROPOSED GRADE PROPOSED EXIST/NGEXISTING PAVEMENT GRADE 460 475 GRADE PROPOSED GRADE 445 L.P.12" PE 7.1,/ - _ - � 125 L.F.-15' PE � 1.01% PROPOSED GRADE 455 �lNG GRADE 470EXl 440 37 L. PEa3'a5 63 P'E .44% 485 450 465 435 480 I'I,a 445 460 4301 CO ----- . . ; 0 to N 'II,rI'II1j� C\i oO' I cD 2 p LU cr '�t 00 00 O O zz O O "T VQav- z O O 455 'I >> Z Oa co 440 z z z z 425 zz475 0+00 0+00 0+00 0+00 1+00 2+00 STORM DRAIN PROFILE 11A511 STORM DRAIN PROFILE "B1 " STORM DRAIN PROFILE "B211 STORM DRAIN PROFILE "C', SCALE: HORIZ: 1":20'; VERT: 1":5' SCALE: HORIZ: 1":20'; VERT: 1"=5' SCALE: HORIZ: 1":20'; VERT: 1"=5' SCALE: HORIZ: 1"=20': VERT: 1"=5' 1 E-2 E-3 E-4 F-1 a F-2 F-3 F-4 445 470 485 --�Qo °O QO --• — �,!Ii{Ij't!j;iI —�jIfII�,Ij�iiI C\j m cD O Ln Cl) Cl) 00 co a0� to - T(I;II — c, O OO O Q O O��!'IjIIiIi(I!jIiII;!j 440 460 W F- 0 LU � 455 QQ � M435 ! < I 475 G GRADE I S- TN� .- . rM EDPROPOS PROPOSED =Lr GRADE ��Ifi,(I;Iij�I' I PAVEMENT _--. _—.__-~--►v.---__.450 _ ___... ..-_.. 470430 D - PE EX/S TINGPROPOS GRAGRAD 445i 65425 -6 L.F.-5" PVC � 1.00% L.F.-15 PVC % . .064 p 6 42 v 9 L e 460 --, 4 L.�--12" PVC 0 20.75/ --I!1 /�_t �� ��o Q -- -— -_B.--_-3arO__• --_. 435415 —._—=_�_T-►�- -- --- --1 _-_- ----_- - --I -- — V455I --_ - EXISTIN -O f I(!1i 00 ; Q N QGRADE U- Q � 0 4--A 0 co 0 00 00 430co 00 00 I Na�- Q M O zo co to Q co i LL Cr —I LLCn I '. p 1 I o - O p cf cf U > ! - zo o= Z>d_ >> 405 Z Z z z J_ z 00 L >>>> z zz z z z-1 z z 445425 -CON._r.->_♦.- _-- _--_- .--_--- —;!i - _� — _E_X�/,+ —�� — _ 0+00 1+00 2+00 3+00 4+00 DRAIN PROFILE "Ell STORM DRAIN PROFILE "F"STORM HORIZ: 1"VERT: 1"=5' SCALE: HORIZ: 1"=20'; VERT: 1"=5'SCALE: F -5 F-6 F-2 -1 F1-2 490 470 —Q�OOoc _�ar�>-► . � tom ai Q _ Cl?Mo oO , ,� ul rlIl(j I- 4851 465 O I O 00 Ij+I_i(i1Ii ;GRADE QExIsriNc "480! 460 EXISTING GRADE 4751 PROPOSED PROPOSED GRADE f GRADE 470 450I ___— 1471 .12"3E C1.5 ° 0 1.00 156 LFPVC 465 445! -C — -- - i i 460 440' I;IN- 455 �� 435 1 ?-,!- j --_---------- -- —_------ W " v Cn .4� v op Lr LL t-. ►v~ov-- v p Z C) v Uii�F• v p 450 a I LF 5+00 6+00 0+00 .1+00 2+00 3+00 'STORM DRAIN PROFILE "F" CONTINUED STORM DRAIN PROFILE .11F1 11 SCALE: HORIZ: 1"=20'; VERT: 1"=5' SCALE. HORIZ. 1 -20 , VERT. 1 -5 p,LTH pp. Gr o� �ROBERT B. MCKEE9 NO. 7783 .e�O�� ONAL �G1 w U� W O w Q U Scale: H:1 =20 , Date: 4 May 1998 Project No.: 9716 Designed: ERF Checked: :- : SLD , % 400 395 390 385 cml c� co 7 0 C> 0 I0 + o EXISTING SOUTH a 0 0 PANTOPS DRIVE. EXI STING RA DE ---t, --- ` --- � \� Q. SEE DETAIL "TYPICAL STEEL SLEEVE Nb, FOR SEWER ROADWAY INSTALLATIll 3" SHEET 22. N UNDER 1 0 00 0) D Q� j 0 Z Z I ZZ 0+00 1+00 SANITARY SEWER PROFILE "All SCALE: HORIZ: 1"=20'; VERT: 1":5- 480 475 470 445 440 SANI 450 445 440 1 435 430 425 420 415 41C 405 40C "i u> 6 (7) cli r-- + C-) 0 W) < 01 cl 0 F— co 0- 0 0 IMIN. 3' COVER REQUIRED OVER TOP 0 SAN. SEWER PROPOSED GRADE PROPOSED — — — — -- — — — — 3' COVER PAVEMENT MINIMUM — — — — — — — — - — 27A.22 LF C. 2-b4": 8" > of Ob co z cn cn co < z < co co, 0. ,6 O. 0 Cq C'-J " L6 Ln� I i < in I D 0 :> I i> 0zZ. c\j cli > >; 0 -cr zz X ui--_ z z :z _ ___ _ ----- _-- ------ — -- — — — _— ___ i___ z Zf co z z 2+00 3+00 4+00 5+00 6+00 cn 0i cq co C> CD co 0 1 i f-- 0 Ln 0 0) 0i (6 r— C5 c.6 CO r— 1 0 U-) 0 0 .4 t— .4 + Q- 0 co < 0 C> LA- 0 0 C14 0 EXISTING GOADE U) U) y-,', ____- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - — — — — — — — — I — — — — — — — — -_�-__-- MIN. 3' COVER REQUIRED POOPOSED GRADE OVER TOP OFj SAN. SEWER I PF OPOSED PAVEMENT 71', 59.41 LF 8" F.V.(.;. 6 0 53-51 LF P.V.C. a 0.60% 18" MINIMUM SEPARATION LF 81.86 L 8" PN-C 01% 120,54 LF 8" P.V.C. 92 Oto% TYPICAL 142.44 LF 81 P.V.C. a 0.60% NN, uj FL , "00,00,0,0000000000/ co LLJ < i , j I z' uj z —j I i C\j j ( C.� 00 co cl) cl) Ci <I cl? < 6 (6 (.0 6 cl) r- => 0 C-� lr-� (D (0 Z Z D 0 Q0 CL! z Cl D 0 (D !L- 0 z I 0 to z U) ZZ K z �_ , _ I 5 z z _ i ___ _ _ ______1 z * > > Z —_ ___ ___ __ __ z z > _ 7+00 TARY SEWER PROFILE "A" CONTINUED SCALE: HORIZ: 1"220 VERT: 1":5' M 9+00 10+00 11+00 C! 01 -tr c� 0 9 1 C4 cli u� c\j --- I in 0 0 C-) cJ to c%j + cj cl) MIN. 3- COVE RE( )UIRED (i? 0 cli + cli (n II!- ci Lo " 0"! i !OVER TOP O� SAN . SEWER cl) 0 0 0 < 0 0 < 0 U) co EXISTING'! GRADE —---- —— ------ 7 PROPOSED PROPOSED!GRADE PAVEMENT 18" MINIMUM SEPARATION 3' MINI TUIM 116.16 L F 8" Plv.c. n 0.60% TYPICAL 18- MINIMUM C SEPARATION 190.10 LF 8* P.V.C. Rl 0.5or/.---- P\j Lu UJI LLJ 10 Z < 0 < LLJ lz cc In cr cl) cc a I M i 2 : _5 to 0 < 0 < < Lu < 1 v to 3: -* to cli - -At fo T 11; P- Cl b D D b 0 0 z z 0 z 0 K z z b D z z z (D z z 490 485 M 435 430 425 Revisions' 6/8/98coun Comments.. 6/17/98 AM Comments 0� o. Scale: H:1"-20' VJ =6 Date: 30 Aprill 8 Protect No.: 9716'-� Designed:,, ERF Checked : -RBM 0+00 1+00 2+00 3+00 4+00 5+00 SANITARY -SEWER "'PROFILE- "B" k SCALE: HORIZ: 1".-20': VERT; 1"=5' 7 _ 445 440 435 430 425 420 415 410 0+00 1+00 SANITARY SEWER PROFILE "C" O 'T- Op O o oCnT O { f ; rn C) ¢ 0 j a MIN. 3' COVER REQUIRED i OVER TOP OF SAN. SEWER I I fi PROPOSED GRADE EXIS TING GRADE i 3' MINIMUM ; I COVER ' i 215.93 LF 8"'.V.C. 0.60°/ I I Q I I E z I I f i J� f co (D 00 uj CV � 00 00 I t1f) to N 0 z ZLI 2+00 SCALE: HORIZ: 1":20'; VERT: 1":5' 465 460 455 450 445 440 435 430 o tCO o� �c6 CO o EXISTING{{ GRADE o ¢ O I ¢ O N ------- --- --- __�_ { I � PROPOSED { PROPOSED i GRADE PAVEMENT 1 I I i I I "one t j ! I I 83.74 LF 8" P. I � _ ' MIN. 3' COVER REQUIRED l I ¢ OVER TOP OF SAN. SEWEF� j z 1 V N N j e7 O z z I O 0+00 SANITARY SEWER PROFILE "D" SCALE: HORIZ: 1":20': VERT: 1":5' 485 m 475 470 465 460 455 � 450 Q I l 0) tD O C> r� j ! Oi 00 Q> (0 o n. Q I I I ¢ a O i EXISTING GRADE ---___----------+-----------------� - I I � PROPOSED PAVEMENT PR POSED GRADE I 1 I 185.96 LF 8" `P.v.C. a 1.27%-- I I Q i MIN. 3' COVER REQUIRED OVER TOP OF SAN. SEWER i t co — V ()0 co N N - I tD cD O z ?? zz I � I ! O i > 1+00 0+00 SANITARY SEWER PROFILE "E" 1+00 2+00 SCALE: HORIZ: 1":20'; VERT: 1":5' Scale: .. H:1"=20"VA"=5' r Date: 30 April 1998 :- Project No li 9716 Designed: rERF Checked: RBM 420 415 410 405 r, , rr• :r Scale: H 1"=20"V:1"=5' 30 Aprilr1998 „ Y , Project No.. `. 9716 Deslgned:a r ve` Jvfm j a ti. Checked: ;. a r : RBM' Sheet No.: { 3 . '�''+ i q ) •',y •`yam • 41 +'`, + •._ ,f�•t -`�• - `,.y_ �; .:mow •✓ .7 `jy; .. �yr�' :'� t��e`�MrM A'^,r4 i'+.✓T ru �,� r- -r •f .•f . x4�/f ,_•« n4 J-. ,,,,>-: '-�,'ray 1,.f. "r •t • "7 .. a. .... `+ .. .• ., . .-• a .. , .. . w .. . Fr. •T - - n • - - .. . . • ,spa' l 1< _ r r A f' f i r1 •:f s . , 3• T t , . i - 460 455 450 445 440 435 430 425 r � Q ► I Q i { ¢ a W ' W I W _ W W I ' W W ` w *,Q Q ��' ~Q I w Q f i W w Q ~Q j ¢ ¢ i Q W � �? ' + C7 Q C7 M Q C7 C7 { W 0 0 t7 z I ' a i 435 1 " :� ; �' 435 wLLJ LLJ Uj O `�' ii < LU O w w O wZ wZ i t¢n ' wZ wz ~j Ww T } ►- F-J �J I j V 4 J J Q _ljx d v W x W i > x W x W i W �Q v_ { a v i i cfl Q v�� v� v� + v� 003 xx d xx I xx xX ' xX xX a: X a I ex LL x LL X X I x co i �a �Q �?430 0+00 1+00 2+00 3+00 - 4+00 5+00 6+00 .WATER PROFILE "D" SCALE: HORIZ: 1":20'; VERT: 1":5' 475 dRR A;n .1 .i x `Jw .McKEE/CARBON ~CONSULTING ENGINEERS 'LANDSCAPE ARCHITECTS;,:`;`'' PLANNERS F '. 3011EAST HIGH STREET. CHARLOTTESVILLE, VA_22902 804-979-7522 t Revisions: 6/8/98 County CommentsY:"�` ; 6/17/98 ACSA Comments' Y e r . , a. ,,.. ': .- r 1 .• � � .. , , .. , . 1 r 1 _ .. �'. ry 1. .�a ,fin a t w r, t 1 - e 1 P�5 • V "'Nee T , f4A 17-x-AM I4 " �w 4'1._�v 4 , t A :yi 4-A V TRAP 3 AREA 1.05 Ac. we 1 MA vg� ELEVATION L .,W D Z *8 Sr4 JR, 1.0 ;4 0 4.0 W 44 WET .2.0 2.0 461 52 24 - DRY 4,U x WEIR 6.3 2.5 f;j ,jr 11), V .r' ��. � ; '� "�rt � tad � ��/� I ��/ � � � � � �+; '�: �i- #�'` [-�'•� �'k:jyr' '+�` f��r �.:`��r TRAP 2 AREA .2.13 Ac.-:,- V.111 ELEVATION L - W D Z. BOTT 49 14 4.0 1.0 WET 57 22 DRY•,? �.' '.'•,...a. -,mot► ;,• a.lr \�.y° ��•�� �, �/ !• �,� ` '� ` EIJi,/ x':v('"€'' ...,: .atr '#- r� ..''',J:l. 32 WEIR 12. 8. 3.0 " W, .111A A FA IPA , j-,' r'�`fiu> :�.k';; ` 1i � ,1 i,`�i'�2� \„ >aF'�'�'P TEMPORARY SEEDING E&S STD. & SPEC'. NO.. 3.31 PERMANENT SEEDING E&S STD. SPEC. NO. 3.32 MULCHING E&S STD. & SPEC. NO. 3.35 TEMPORARY STONE CONSTRUCTION ENTRANCE E&S STD. & SPEC. NO. 3.02 SILT FENCE E&S STD. & SPEC. NO. 3.05 STORM DRAIN. INLET PROTECTION E&S STD. & SPEC. NO. 3.07 TREE PRESERVATION AND PROTECTION E&S STD. & SPEC. NO. 3.38 DUST CONTROL E&S STD. & SPEC, NO. 3.39 CULVERT INLET PROTECTION E&S STD. & SPEC. No. 3.08 rn 4F =10w =9 RAW,• I 91-W-119 A gig M 0`1 a ggggglom 1 VT zw 7 rr 4 No st �-ye w4 ?3 f- t s itr:. �i� �` (� �,r ,�/ K ,', •�� K, VG,� .,�, lj A AIF 9-41 r, Pill 7 5 7 11152FA wl ONNIN Nj: sr,..' t 4. L' .'.: , •1001 k NA Vt gyp. 4 14 All v to 7 IF) k. m a 'T ` \ ` �� �'�eqv Ir ++/`,� ,,s>", i'r. � , _ a ^. ,� P. �'�.: wrr •'vo' ��.ar .�r ��,..�� �. . 1� �►. � g�l N Nov sx, q qkvlp I IL L Vic M"ity Maj Scale: 1"=2000'-' EROSION & SEDIMENT CONTROL CONSTRUCTION SEOUENCING 1, INSTALL ALL DIVERSION DIKES AND SEDIMENT TRAPS LOCATED ON - EXISTING GRADES AT TOE OF SLOPE ADJACENT TO SWALE ALONG ..WESTERN MOST PROPERTY LINE. 2. CONSTRUCT INTER IM'SEDIMENT BASIN -ON, EXISTING GRADES I -GENERAL LOCATION OF FUTURE BUILDING 2F. 3, INSTALL DIVERSION DIKE ON EXISTING GRADE TO DIVERT -WESTERN DRAINAGE TO SEDIMENT BASIN DESCRIBED ABOVE. 4. BEGIN CLEARING AND GRUBBING OF SUBJECT SITE. DURING CLEARING AND GRUBBING PROCESS, BEGIN MASS GRADING EFFORTS AND CREATE EMBANKMENT FOR MAIN ACCESS ROAD ADJACENT TO SOUTH PANTOPS DRIVE. INSTALL SILT FENCE AND IMPROVEMENTS FOR SEDIMENT.BASIN IN THIS AREA. 5.' CONTINUE WITH'CLEARING AND GRUBBING OF SUBJECT, SITE. REDIRECT FILL OPERATIONS TO AREAS ABOVE AND BELOW SEDIMENT BASIN #2. BRING GRADES ON SLOPE BELOW SB12 UP TO AND'EQUAL WITH THOSE OF SB12. PLACE MAJORITY OF FILL ABOVE S1312 AS, WELL. 6. INSTALL. DIVERSION DIKE ABOVE SB12 TO REDIRECT RUNOFF TO SB11. REMOVE PORTION OF SB11.IN PROCESS. INSTALL CONSTRUCTION CROSSING IMPROVEMENTS WITHIN DIVERSION DIKE TO ALLOW FOR CROSS TRAFFIC ACCESS TO BUILDING PAD 2F. 7. REMOVE ANY UNSUITABLE MATERIAL ,FROM SB12 AND ELIMINATE'BASIN BY BRINGING AREA TO PROPOSED GRADES., CONSTRUCTION OF BUILDING', 2F MAY NOW ,TAKE PLACE. 8. 'COMPLETE ANY REMAINING CLEARING, GRUBBING AND MASS GRADING. 9. 'BEGIN INSTALLATION OF UNDERGROUND UTILITIES AND PAVING IMPROVEMENTS. INSTALL INLET PROTECTION ALL STORM INLETS.' INSTALL ALL OUTLET PROTECTION, PERMANENT -OUTFALL-' IMPROVEMENTS AND DIRECTIONAL DITCHING AS SPECIFIED. 10. APPLY DUST CONTROL- SURFACE ROUGHENING, TOPSOILING, MATTING, SEEDING, FERTILIZING, AND MULCHING AS SPECIFIED. 11. INSTALL INTERMEDIATE EROSION AND SEDIMENT CONTROL: MEASURES ..AS DEEMED NECESSARY BY, AGENT AS A RESULT OF ACTUAL .FIELD/WEATHER CONDITIONS. 12. REMOVE ALL TEMPORARY, MEASURES ONCE SITE IS STABILIZED AND COMPLETE FINE..GRADING, INCLUDING PLACEMENT OF.FILLFOR TENNIS COURT AT. MAIN ENTRY ' ADJACENT, TO'ST ATE FARM BOULEVARD. --- -- ----- , 7-1 MCKEEJCARSON :r CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 Revisions: - 6/8/98 County Commenti-- 6/17/98 VDOT Comments Scale: 1" = 20', Date: 30 April 1998 Project No.: ,. 9716 , Designed: MEK 'Checked: : _ RBM Sheet No - r • ., , r� ' � ;e r . - - ,p+ ti= ♦. f, , ''' .71 } _ �, ` r, �,' fB� '� ��� %riw y-, -';,1 ��'_ti`w- 's�'!'� � , . � � .. _ � n31 • � v:; �i a, n... .. �d�". ��.r .. S'C. a.. •F •s•w 1„�"1...:_ ,•l.a... - ... '' � _' � � ` .� � ' . �� ���' ^~ ' ` . � ` �,�. /. .. '" -' . � '' � ` ' . '. �^^�' � `.' � � ` � . � � ^ �`' -' ' -' ' r '�� ` � � � � � . � �� � � . � / ' ' '`-���le .1. ,� ' .` � � ' - � ` '��.^''��.���� , ���� ' -� � � � � � �� `�� .c�`^�' `'' . ��� ' � ' . '� ` �'�� ����-��/:`�!�.�,..�'���, JJ PLANT LIST (FOR LANDSCAPE SHEETS18'211 FA 53 FRAXINUS AMERICANA 'AUTUMN PURPLE' AUTUMN PURPLE WHITE ASH 1.25-1.75"CAL.,10'HT B&B NOTES(SHEETS 18'21) 1, PLANT LOOAT0NS TOBE VERIFIED IN THE FIELD BY LANDSCAPE ARCHITECT PRIOR TO PLANTING 2. GRASS OEED|N[% SHALL BE REBEL U TALL FESCUE BLEND AT 80 TO SU %' IMPROVED PERENNIAL RYEGRASS AT 5'10% ANDKENTUCKY BLUEGRASS AT 5'10%. APPLICATION SHALL8E 350 TO 400 LBS. PER ACRE. 3.AEFEA TO SPECIFICATIONS PACKAGE F(JA ADDTK]NAL INFORMATION. ' 4. CONTRACTOR SHALL VERIFY ALL QUANTITIES [)NPLANTL|ST VNTHTHCGE SHOWN ON PLANS. 5.HB�HTS OF ALL TREES SHALL CDNFOR� TO AANSTANDARDS WITH RESPECT TO DESIGNATED CAUPER. ti PLANT LDCATK]NS TO BE REEVALUATED AND REVISED, IF NECESSARY. AFTER FINISHED GRADING. 7. PLANT SELECTK]N TOBE DONE BY LANDSCAPE ARCHITECT IF SCHEDULED TYPES ARE UNAVAILABLE. 8. ALL LIGHT FIXTURES ON POLES TO BE USAL VRS 111 250 MH CLEAR LAMP. POLES WILL BE 4" SQUARE ALUMINUM 20' FLODD UQHT |S TO8E L[THONUA TFD 400M RB. S. LARGE POOL ,KID POOL AND POOLFENC|NG (�|N 4' HIGH) BY OTHERS 10. SPORT COURT' TENN0 COURT, AND PITCH AND PUTT BY OTHERS. 11. TOT LOT SURFACE TO BE8'10^ P|NE BARK NUGGETS. 12. HANDRAILS TO BE INSTALLED ON BOTH SIDES OF EVERY E%TEAxJA STA|R, 3^ FAOM EACH EDGE PER ENGINEER. 13. AREA LK]HT|NG TO BE SHARP CUTOFF. 14 NO PARKING T[} OCCUR ALONG MAIN ACCESSVVAYS 15 AF�FA TO P|ANT|N� PLAN� RY A|R|�T0N A��OC|�T�� FOA 4|| �HRoR �ND �AOomn�OvFP ' I . ' / ' / / . . / I | / / | / / / | ` | / / | / / / / ! � � ' I � , ' ' 'i / . / | / ' | / / : / / / � '� ! : ' / / / ! ' / / � ' / / . / | / � / / / 1 � / � / / / I / / ' i ` ' / � ' . � / / / I ' ' i` / / . / ' /' , / / \ | ' / | / / , ' / � ' ' '� ' ' / / ' | '' / | ' ' ' �. / . / I - __ - -'. '- -'_ - __- - _--_ �--�_'�_-_'-- �'_ __--_-'_. / . . / . PLANTINGSTREE PLANTUNGS ADJACENT TO STRUCTURES AND PLANTINGS ADJACENT TO AMENITIES ' �, � ` ' ' `� | / / | ' ' � �. i' ' �, ' � �, ' / / / / » � ^` ' / | ! ' `` ' ' ' \ ' ' � ! ; / / . / / ' ' ' � ' '' �� /� � �i ' ' � ' ' i / ' / __ --. - ' ' / ' ' . '� / / ' / / i \ ' i \ _L / � � `` , `_ _ __- ____ -__ -__� ___ - ~_` � / .' ' / / / I ' ' / / 1`,� ! / -_--,�, - - / -| - --- ` _ ' _ - '' ' - ` .__ . `^ ' / ' ' � � / / . �` . / / . _ '' ` - `` `` ' --- '_ - . __ . ./ ' " / / ' '' ,� / `, / / . '11 / ' I .' 'I` -----_�__^______~_ | - I " I / II / - . - - - 1 ' — , , , - � ' I - w - - `` ` ` S2/.�633f520?5 1 NOTE: 13 FRAX|NUS A�ER|�ANA 'AUT0NN PURPLE' (FA) VV|LL BE PLANTED AT THE ENTRANCE AND ALONG THE ROAD ON THE PHASE � SIDE ` � � ' ' ' / ~ AA / / �--- � � I �~ \ � / ``- ------` -' /, -�� / � .| / ''� �/ , � � AA ' � ��~ . \' 1 THE�E TAEE� HAVE NOT BEEN COUNTED IN THE TABLE AB0VE, AND HAVE NOT BEEN INCLUDED IN THE TREE CANOPY COVERAGE CALCULATION ` N ` / �� _'''-`-�-��- __----�---� �� _�__��----���4�7\//���� , / ' �~_/ ' ' / I �i��pn«\/�v�� 4\A� �''� /f � � '� . J� ��� i . ���----~=�� _.�~,~-T-' �� ---4-_J -~=,� I- ` I I / , 4 I , SI N " A I , V T E H I S E / X /,A . / ) 1 " t 1 A , ' I - - -- 4 Y _ _ _ � , - - - V V V . 4, - � t , _ " L / - 6 I I - . I I II I . F / TREE CANOPY CALCULATION P.11 I 1 4 , '1 11 " 1 , . - ., M. , - � 1� 1Ai1� 17I11 1I1TI, I1 1 (t - -/ `, _. //\ /- 1 _ 1 - I _ I_ I�4.I -f-, t,I1 1 ' `` ~ / ^ \ / -` � ! 1� . / �' / _''', ' 'c.� I,.'` _ ) ' '' ~- f I - -�)1I _ . /,. I_,P1 � _:` i�" tJ i / f II(� / ' / -I/ ,' '' '~ ''. , -, i0 ZZ I _Il I,,I , /;,�I /1� J/ T , Y ~_ '-' // '-. ' /,. '. � ` �� ' / / ,/ ' - �-'',, I^ '- - �.�, ` / ' - !`�^' ' ' ` � / ' - ` "-- ^ /, � , `.� _ ,�,^ ,' ~, `. � ,' / / / // ' /'^' ~-- T ` // // ' - . ' � ' '^ ��' '/ ' � � `` U `` '\ ' i / �/ ,/ / '/� � /LAVVN/ ,, ��',,/' ,.^'� /'' ��~ ' '� / _� ' /' _ � �U � . - ,./' . / ' `m� _ /_^-�`` ��-�/ / '/ / -- --__ � � or �� `� ?`, / ~'// - , -~ _~ `� .,. ' �~ | � � � - '� _ _ 1 /1 1 . � , . II Tree �y�e �� OuanUty Height at Amount Height m Width VViUtU in Area of Total area �� Planting of Growth 10 years Mu|hp|io, 10 years Canopy of Canopy I_i' 1,I .i A ,) I ! I - i / I __.k �/I__,1 1 / '%k I,I � F / !? /, �� /��,r,S \ Ro " R "7 , . i j"( " I , \ / � I (feetin 10 yro (height ~ <h� m 1O (wanN"�- /, -I - - I i I /- �-k , 1_ - : I ,I:' _ ,-�I7 - _ _f _ _ I (fneU 1O y/ yro " <smo bn|ow) `" "/ I - -I z' /I .a-, ,, I -I / -I / -, "-, , �^��w� growth) mu|hp|ior) Anor rubrum 'Red Sunset' 3 S 1714 26.14 073 19.0822 285.84 857.53 ' ' I/,, - \ Ame| nchi / dif! 'A tB iUiy ' 41 7 12 5 19.5 1 19.5 298 5D 12238 35 / / , r` I ' / I _r ,. _I" i I_ I : !4 I ;� /I , - -W, 1 -I - Ce".v° """""." w , ^u ^' 0.55/ /5.039 77.54 z/uv��� � ' X, r Ce,o|diphyUum jmponioum J 10 9 18 0.55 1045 8572 25717 U / � ' Cernio uanodenaia 'Forest Pansy' 38 7 167 237 8.95 22.515 397.94 15121.58 U' / / ' ' Cmrcio oanadonoio 14 7 167 237 0.95 22.515 397.94 557111 ` U , � / .,1T;-.I�.,�71 Ki " %,,, 7- I 1��-.7, 'I, 14�1 1.''l4l ," -.�, 41 I';- , ,�1,, ,'w�, **!I-tI.." ,. iI_ ltW-2,,� I r ,, 1_ op1,I 1 �� 1' I�. p 1 !- �, � ;;�. ! - 09 Y . . UI 4 ,�"k� ,,""3" ,T .iI 7"E ",tt V-�- ,;-_ ,I�,,,r n, �,.v Z,4 ,, .ir"-4 , I " _ "/ _I IV -, IiI _ .-lI z .,, , / _ ",_ , / / _ I,I __--_,-// 4I/ - I--,_- -- I V -/,1 _ . -- - ,I _- - _�/I. ,_ - _,- / �' 1, _ ' __ - 1 I � ' / ' � Cnrnuo �|orido x kouuu^Ga|o '- �� - - /9 -�7' - ��-- ---\�7�� - --�4-8-------17����----��s� - !--- // / ,//I / ! /,/ 11 � II111/ I' / 1 i /It / _,/, I/ I1I, 1// / / / I/ / ,I, I/ / -1I; / / /11,/ / ' / ,z/,1 �,I,, ,,,,/ ,i ,AI , "/", ,I, / / / / //1 /N - /// /I " //, / I,' / - i,/ , I , , / ,I//I -I,/1I f 11 .1 I , /,1 /, I/ / ,II)'II I , / \ . -.~� / ' � \ ' / ' / � . . � ~�~� ~~ � ' ' / | ��|»J�� ------ / .� / / � � / ' / '��� -- / ^---.-'-~ ~~ -~`� ^-`- -~ '~ ^~~^~~' --�^~~� ~-~~~^~�~~� ~~~`~^- �~ '^- � ' / / � � ' ' / L-L�||� �� Fraxmuo emo,|omno '8utumn Purp|m' 53 10 15 %S 0£5 2125 354.48 1878726 ' � / � ' // / ' / ' ^��� Koo|rnuteriu paniuu|uta n 7 20 27 1 27 57227 82Q4'2 / / I � / / / ! ' / // ' ' �][� "�\ ' ' .= � � / ^ / / ' / - � Y [-L- ��� - Lkluidombor ntyrociUua 'Rntundu|nbu' �G 18 2O3 3O3 O72 2l8�S 37361 S7�380 / ' / ' / / | / ' ' ' '' ' � � � � � // ' / ' ' ' / ' ! / ''_ iII_:. � I- / - ,I I� I � I - -/I 9 ,\ f I�� I 0xyd�nd/nn arbo/mum 3 7 118O 18�� O71 1324O8 1377� 4133O � ' � . / ' pn�»b �� 5 2' - ....� ' ' ` ' ' / / ' � / / / / � / � - _ _ oo n u o ' I ' , / . y / . �_ / � ' ' �� / ' / / / ' / / ' r' ' ' / � �� . { / / �� |�| ��Z / � / ' I ' ='� -`' ~=°'-°=���~°=.=^ "^~.,==�'m_=�v�=,, ' ' / ' ' = /. ° .^ . / / , ' ryruu ooxonona Aristocrat' 5 / 15 ZZ UJ1 15�02 19153 95764 / / ,' /' /. ' ' � ��/ / / ^��_ 1J b/ 1 1 I .. t "/"1,( I , , . , I /- I - , 1 I I ///�' _/ ,7 , 4 _ ,,,/ I 1 ,1+I "'"I ` , ",/ �II, / /' PITCH AND PUTT ' . Ouercun cocoinoa 17 10 20 30 0J667 2OO1 31431 534334 / . .' / \ � `��� |/ / / ��" --�-' \ Syh»Qa rehoueto 19 G 15 21 07y1 16-11 21G'G0 4115'3 ' ' ' / ` ' '/ ' '' / �/� _/ BY OTHERS SURFACE I .~ ~ ' / � ' / ' ,u / / / / \ � U ' 0F GAEEN TO �� ' ' ' / ' ' '' �� /' / \ ' ^ SYNTHETIC ' - /' � Uox x aMonuata 'Fostori' 14 4 10 14 0.625 875 G010 84142 . ' ' / �' ' / ----_-/ ` � . \ /' � ..' ',' I ' ' / / ' / / / \ � ' ' l \ - / I / ' | / � ` '\ � \ ' , / / � / / / / / � ' � � ��* T0TAL CANOPY (h) 95501 43 -- " � ' / \ It / Area of canopy (oU ` (width in 10 yeuro/2)`(width in 10 yoorn/2)"314 TOTAL CANOPY (ao) 219 �� '' / '' ' / ' ' / / // / ' / / o� / \ `- � '' / / '° ' =~ / , / \ / / / / i / ^ / / ` / '' � ' ` ' �roa of oano�y nooded is 15% of 145 un (acreage o� phase 1) � S4743nf or 2175 ac / ' \S' /� ' / / / | / / \ ' \ / ` . \�\ -~ ,' � .' � '/ ' ' K TRE �� �H|S / / ' �/ V f // Nr ' / / ' : � . ' / / � / \ U � / \ ` �8 { � ) \ . '� / / /� �� ` \ \\ \ . .��^`-'��' � Not*: alarea of canopy vakmu for greyed out oeUo are hom oonvoroahon with E. Morrkaetto of Alb. Co. Planning 4/14/98 / '� � ^ | / / l ��/ / � /| � � / . / . / � � / / / j� � �� \ / -zo-L---��-�� \ \ \ �� / _ / / / � � � � , ` \ ^�` -\ _~_�� ��r ' �/��r xI/ | '' / / - ` / / / ^. '. . / I / / / \ . ' _ - ' ' / � � /' / ' / / . -A �y 2' ,�`'-_!,�I`'' /.' , ' /'' . / I4/c /� �'� II ' ,f , / | / . � `' `{ `}<' Z/�.���- '' ' ' !/ / / ' / / ' / - - / �. / \, ``' ° � ' \ -' � ' / /� / / \ ; \ � I" ' ' ` �''I',-��, '' I / '/ / � / ,/ , �S � \ � 1 � �- '' `� /' '` '" / �, . �^)j� / I / 8 \ ` / / l /| / NN ' . / / U0 + / @ � ` 0 \� I po ��-r� \ \ \P+ \ i ` '� ' ` \ /�� '»`� /' ' / )I�\ 8 - -� - I- . I � � 1 . k , ' I 1 1 . I. k � - _ \ _ I I\ � _ k �� , ,i Ii I I I ' � , ( '� � � I '' I � I � I � - _ I _ - / I ! .I IiI o IIi I 1 I I L I , . I . / i I I / I / I // I / I I / 6 II 5 - - � 1 " J , 1 � � 1 I k 1 I , I , I " , � , / 11 (7) / T-_ 11 ' ' . / [11 /7 �L] ' /1�6 -T- If U7 / `^ ^ / / ^�i [� ' |I I :1I L;I I 1� /:I � IV; I I I !11 / �; f��I I I \\II I�- `' ' /11/, / / + rS /)/ .- ., '_Z_�(____ ' ' ' / ||| / ' � \ ^^_ . . � ��. � � ^-_ ' / . // �` --- ! / / , � / / \ . ] . / ' � � / � / ' / , . . / ' /' / 'f�t* ` / ' / �A�E GX| / / ' ''/[Y \ - _�_ ; ISI -LWt�DIN4B�G\ER�(q4It \1SE- :�TS) Ii k� , ; I \�11 i ' | �� / ' / ' ~/'�� / / / ` -- '- / *� ' TREES1N TH/�/ ' � | ` I _` . | ` / / AREA / / ! ' \ \\ , . _ � 1 1. II � 1� . . . ' // � / � .` �� \ ',� '~._-_ ' ` ` '\ ''�� ' � � / � IN `' '`- `� C�]f|| ��|�]�^ �/\ ��� �-- \ � ' ' � . ' / � ' / ' � ) \ `� \% � \` L���|L��/|fW��__ |�� `~�*� �~ ' ^�~ \ � � v/ / � / � / / � |\� \\ \--�-Z---- \ � \ ' -- --' --~ ,~~ / ��' ' -` . 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P / , I I I \ � V_ , I I, ",\ -� . 1\\ , -I , T I I 1, '-, � ; , ---� - �� I 1) ../ / � / / \ I \ I � � I I I � � t , , I � � � ,\ " / , ' � | ' / / '. ( I � Y, � \ � , / i I _..::� , I - , I ,V \' _\ 1�', I I .1l, '_1 I , - �i . . ; � \ I \ � \ I , \) \ " \ \ \ \1 I �, , , I \ , �\ " I I 11 \ (T Y;P E 2 \ I " ,--- I ,\1�11 1) \ I'' --__ ---if �' `� / / i , I I I .,A I \ � , \ \ \ 1\ I , , \ , , I � \1 I I 1\ N �� . / ---' � � � /'�� ' m/ � ' / \,\ � I \ /�, V, \ , --Y\P. , --,, � 1C � / /�BUI ' / \\ �-_ | / / ` � - � i . . " / \ - � \ . / � / / ' ` ' / ' / . \« '� . / � ! ---- ` ' / U' ' '` '- ' / ' - ' ' ` K � . ' � � `` ` ` \. / ` ' } / K '`. \ `` .^, / ' / � � ` \n '� � ` -- ` �� `, \ i \\ Ix ,' ' / -~ // .� ` \ `^ I \ ,\ \ \ ` = . \ \, ,I\ \ � V \ 1\ / ` \ , �/ i "'. -,,, \ , / z J , CD 'I ____ `~� ' � ^ I \ MATCHk��T/�U /|N[ {�[[ [`U[[T �1 | \_/ | | L- ||� L� �} L_ L- �} | |L_ L- | �� | ' LANDSCAPE AND LIGHTING THIS SHEET TO BE USED FOR 11 Revisions: ' . ' 85/27/90 County Comments 0'11 - __ - -'. '- -'_ - __- - _--_ �--�_'�_-_'-- �'_ __--_-'_. / . . / . PLANTINGSTREE PLANTUNGS ADJACENT TO STRUCTURES AND PLANTINGS ADJACENT TO AMENITIES ' �, � ` ' ' `� | / / | ' ' � �. i' ' �, ' � �, ' / / / / » � ^` ' / | ! ' `` ' ' ' \ ' ' � ! ; / / . / / ' ' ' � ' '' �� /� � �i ' ' � ' ' i / ' / __ --. - ' ' / ' ' . '� / / ' / / i \ ' i \ _L / � � `` , `_ _ __- ____ -__ -__� ___ - ~_` � / .' ' / / / I ' ' / / 1`,� ! / -_--,�, - - / -| - --- ` _ ' _ - '' ' - ` .__ . `^ ' / ' ' � � / / . �` . / / . _ '' ` - `` `` ' --- '_ - . __ . ./ ' " / / ' '' ,� / `, / / . '11 / ' I .' 'I` -----_�__^______~_ | - I " I / II / - . - - - 1 ' — , , , - � ' I - w - - `` ` ` S2/.�633f520?5 1 NOTE: 13 FRAX|NUS A�ER|�ANA 'AUT0NN PURPLE' (FA) VV|LL BE PLANTED AT THE ENTRANCE AND ALONG THE ROAD ON THE PHASE � SIDE ` � � ' ' ' / ~ AA / / �--- � � I �~ \ � / ``- ------` -' /, -�� / � .| / ''� �/ , � � AA ' � ��~ . \' 1 THE�E TAEE� HAVE NOT BEEN COUNTED IN THE TABLE AB0VE, AND HAVE NOT BEEN INCLUDED IN THE TREE CANOPY COVERAGE CALCULATION ` N ` / �� _'''-`-�-��- __----�---� �� _�__��----���4�7\//���� , / ' �~_/ ' ' / I �i��pn«\/�v�� 4\A� �''� /f � � '� . J� ��� i . ���----~=�� _.�~,~-T-' �� ---4-_J -~=,� I- ` I I / , 4 I , SI N " A I , V T E H I S E / X /,A . / ) 1 " t 1 A , ' I - - -- 4 Y _ _ _ � , - - - V V V . 4, - � t , _ " L / - 6 I I - . I I II I . F / TREE CANOPY CALCULATION P.11 I 1 4 , '1 11 " 1 , . - ., M. , - � 1� 1Ai1� 17I11 1I1TI, I1 1 (t - -/ `, _. //\ /- 1 _ 1 - I _ I_ I�4.I -f-, t,I1 1 ' `` ~ / ^ \ / -` � ! 1� . / �' / _''', ' 'c.� I,.'` _ ) ' '' ~- f I - -�)1I _ . /,. I_,P1 � _:` i�" tJ i / f II(� / ' / -I/ ,' '' '~ ''. , -, i0 ZZ I _Il I,,I , /;,�I /1� J/ T , Y ~_ '-' // '-. ' /,. '. � ` �� ' / / ,/ ' - �-'',, I^ '- - �.�, ` / ' - !`�^' ' ' ` � / ' - ` "-- ^ /, � , `.� _ ,�,^ ,' ~, `. � ,' / / / // ' /'^' ~-- T ` // // ' - . ' � ' '^ ��' '/ ' � � `` U `` '\ ' i / �/ ,/ / '/� � /LAVVN/ ,, ��',,/' ,.^'� /'' ��~ ' '� / _� ' /' _ � �U � . - ,./' . / ' `m� _ /_^-�`` ��-�/ / '/ / -- --__ � � or �� `� ?`, / ~'// - , -~ _~ `� .,. ' �~ | � � � - '� _ _ 1 /1 1 . � , . II Tree �y�e �� OuanUty Height at Amount Height m Width VViUtU in Area of Total area �� Planting of Growth 10 years Mu|hp|io, 10 years Canopy of Canopy I_i' 1,I .i A ,) I ! I - i / I __.k �/I__,1 1 / '%k I,I � F / !? /, �� /��,r,S \ Ro " R "7 , . i j"( " I , \ / � I (feetin 10 yro (height ~ <h� m 1O (wanN"�- /, -I - - I i I /- �-k , 1_ - : I ,I:' _ ,-�I7 - _ _f _ _ I (fneU 1O y/ yro " <smo bn|ow) `" "/ I - -I z' /I .a-, ,, I -I / -I / -, "-, , �^��w� growth) mu|hp|ior) Anor rubrum 'Red Sunset' 3 S 1714 26.14 073 19.0822 285.84 857.53 ' ' I/,, - \ Ame| nchi / dif! 'A tB iUiy ' 41 7 12 5 19.5 1 19.5 298 5D 12238 35 / / , r` I ' / I _r ,. _I" i I_ I : !4 I ;� /I , - -W, 1 -I - Ce".v° """""." w , ^u ^' 0.55/ /5.039 77.54 z/uv��� � ' X, r Ce,o|diphyUum jmponioum J 10 9 18 0.55 1045 8572 25717 U / � ' Cernio uanodenaia 'Forest Pansy' 38 7 167 237 8.95 22.515 397.94 15121.58 U' / / ' ' Cmrcio oanadonoio 14 7 167 237 0.95 22.515 397.94 557111 ` U , � / .,1T;-.I�.,�71 Ki " %,,, 7- I 1��-.7, 'I, 14�1 1.''l4l ," -.�, 41 I';- , ,�1,, ,'w�, **!I-tI.." ,. iI_ ltW-2,,� I r ,, 1_ op1,I 1 �� 1' I�. p 1 !- �, � ;;�. ! - 09 Y . . UI 4 ,�"k� ,,""3" ,T .iI 7"E ",tt V-�- ,;-_ ,I�,,,r n, �,.v Z,4 ,, .ir"-4 , I " _ "/ _I IV -, IiI _ .-lI z .,, , / _ ",_ , / / _ I,I __--_,-// 4I/ - I--,_- -- I V -/,1 _ . -- - ,I _- - _�/I. ,_ - _,- / �' 1, _ ' __ - 1 I � ' / ' � Cnrnuo �|orido x kouuu^Ga|o '- �� - - /9 -�7' - ��-- ---\�7�� - --�4-8-------17����----��s� - !--- // / ,//I / ! /,/ 11 � II111/ I' / 1 i /It / _,/, I/ I1I, 1// / / / I/ / ,I, I/ / -1I; / / /11,/ / ' / ,z/,1 �,I,, ,,,,/ ,i ,AI , "/", ,I, / / / / //1 /N - /// /I " //, / I,' / - i,/ , I , , / ,I//I -I,/1I f 11 .1 I , /,1 /, I/ / ,II)'II I , / \ . -.~� / ' � \ ' / ' / � . . � ~�~� ~~ � ' ' / | ��|»J�� ------ / .� / / � � / ' / '��� -- / ^---.-'-~ ~~ -~`� ^-`- -~ '~ ^~~^~~' --�^~~� ~-~~~^~�~~� ~~~`~^- �~ '^- � ' / / � � ' ' / L-L�||� �� Fraxmuo emo,|omno '8utumn Purp|m' 53 10 15 %S 0£5 2125 354.48 1878726 ' � / � ' // / ' / ' ^��� Koo|rnuteriu paniuu|uta n 7 20 27 1 27 57227 82Q4'2 / / I � / / / ! ' / // ' ' �][� "�\ ' ' .= � � / ^ / / ' / - � Y [-L- ��� - Lkluidombor ntyrociUua 'Rntundu|nbu' �G 18 2O3 3O3 O72 2l8�S 37361 S7�380 / ' / ' / / | / ' ' ' '' ' � � � � � // ' / ' ' ' / ' ! / ''_ iII_:. � I- / - ,I I� I � I - -/I 9 ,\ f I�� I 0xyd�nd/nn arbo/mum 3 7 118O 18�� O71 1324O8 1377� 4133O � ' � . / ' pn�»b �� 5 2' - ....� ' ' ` ' ' / / ' � / / / / � / � - _ _ oo n u o ' I ' , / . y / . �_ / � ' ' �� / ' / / / ' / / ' r' ' ' / � �� . { / / �� |�| ��Z / � / ' I ' ='� -`' ~=°'-°=���~°=.=^ "^~.,==�'m_=�v�=,, ' ' / ' ' = /. ° .^ . / / , ' ryruu ooxonona Aristocrat' 5 / 15 ZZ UJ1 15�02 19153 95764 / / ,' /' /. ' ' � ��/ / / ^��_ 1J b/ 1 1 I .. t "/"1,( I , , . , I /- I - , 1 I I ///�' _/ ,7 , 4 _ ,,,/ I 1 ,1+I "'"I ` , ",/ �II, / /' PITCH AND PUTT ' . Ouercun cocoinoa 17 10 20 30 0J667 2OO1 31431 534334 / . .' / \ � `��� |/ / / ��" --�-' \ Syh»Qa rehoueto 19 G 15 21 07y1 16-11 21G'G0 4115'3 ' ' ' / ` ' '/ ' '' / �/� _/ BY OTHERS SURFACE I .~ ~ ' / � ' / ' ,u / / / / \ � U ' 0F GAEEN TO �� ' ' ' / ' ' '' �� /' / \ ' ^ SYNTHETIC ' - /' � Uox x aMonuata 'Fostori' 14 4 10 14 0.625 875 G010 84142 . ' ' / �' ' / ----_-/ ` � . \ /' � ..' ',' I ' ' / / ' / / / \ � ' ' l \ - / I / ' | / � ` '\ � \ ' , / / � / / / / / � ' � � ��* T0TAL CANOPY (h) 95501 43 -- " � ' / \ It / Area of canopy (oU ` (width in 10 yeuro/2)`(width in 10 yoorn/2)"314 TOTAL CANOPY (ao) 219 �� '' / '' ' / ' ' / / // / ' / / o� / \ `- � '' / / '° ' =~ / , / \ / / / / i / ^ / / ` / '' � ' ` ' �roa of oano�y nooded is 15% of 145 un (acreage o� phase 1) � S4743nf or 2175 ac / ' \S' /� ' / / / | / / \ ' \ / ` . \�\ -~ ,' � .' � '/ ' ' K TRE �� �H|S / / ' �/ V f // Nr ' / / ' : � . ' / / � / \ U � / \ ` �8 { � ) \ . '� / / /� �� ` \ \\ \ . .��^`-'��' � Not*: alarea of canopy vakmu for greyed out oeUo are hom oonvoroahon with E. Morrkaetto of Alb. Co. Planning 4/14/98 / '� � ^ | / / l ��/ / � /| � � / . / . / � � / / / j� � �� \ / -zo-L---��-�� \ \ \ �� / _ / / / � � � � , ` \ ^�` -\ _~_�� ��r ' �/��r xI/ | '' / / - ` / / / ^. '. . / I / / / \ . ' _ - ' ' / � � /' / ' / / . -A �y 2' ,�`'-_!,�I`'' /.' , ' /'' . / I4/c /� �'� II ' ,f , / | / . � `' `{ `}<' Z/�.���- '' ' ' !/ / / ' / / ' / - - / �. / \, ``' ° � ' \ -' � ' / /� / / \ ; \ � I" ' ' ` �''I',-��, '' I / '/ / � / ,/ , �S � \ � 1 � �- '' `� /' '` '" / �, . �^)j� / I / 8 \ ` / / l /| / NN ' . / / U0 + / @ � ` 0 \� I po ��-r� \ \ \P+ \ i ` '� ' ` \ /�� '»`� /' ' / )I�\ 8 - -� - I- . I � � 1 . k , ' I 1 1 . I. k � - _ \ _ I I\ � _ k �� , ,i Ii I I I ' � , ( '� � � I '' I � I � I � - _ I _ - / I ! .I IiI o IIi I 1 I I L I , . 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' 85/27/90 County Comments 0'11 TREE CANOPY CALCULATION P.11 I 1 4 , '1 11 " 1 , . - ., M. , - � 1� 1Ai1� 17I11 1I1TI, I1 1 (t - -/ `, _. //\ /- 1 _ 1 - I _ I_ I�4.I -f-, t,I1 1 ' `` ~ / ^ \ / -` � ! 1� . / �' / _''', ' 'c.� I,.'` _ ) ' '' ~- f I - -�)1I _ . /,. I_,P1 � _:` i�" tJ i / f II(� / ' / -I/ ,' '' '~ ''. , -, i0 ZZ I _Il I,,I , /;,�I /1� J/ T , Y ~_ '-' // '-. ' /,. '. � ` �� ' / / ,/ ' - �-'',, I^ '- - �.�, ` / ' - !`�^' ' ' ` � / ' - ` "-- ^ /, � , `.� _ ,�,^ ,' ~, `. � ,' / / / // ' /'^' ~-- T ` // // ' - . ' � ' '^ ��' '/ ' � � `` U `` '\ ' i / �/ ,/ / '/� � /LAVVN/ ,, ��',,/' ,.^'� /'' ��~ ' '� / _� ' /' _ � �U � . - ,./' . / ' `m� _ /_^-�`` ��-�/ / '/ / -- --__ � � or �� `� ?`, / ~'// - , -~ _~ `� .,. ' �~ | � � � - '� _ _ 1 /1 1 . � , . II Tree �y�e �� OuanUty Height at Amount Height m Width VViUtU in Area of Total area �� Planting of Growth 10 years Mu|hp|io, 10 years Canopy of Canopy I_i' 1,I .i A ,) I ! I - i / I __.k �/I__,1 1 / '%k I,I � F / !? /, �� /��,r,S \ Ro " R "7 , . i j"( " I , \ / � I (feetin 10 yro (height ~ <h� m 1O (wanN"�- /, -I - - I i I /- �-k , 1_ - : I ,I:' _ ,-�I7 - _ _f _ _ I (fneU 1O y/ yro " <smo bn|ow) `" "/ I - -I z' /I .a-, ,, I -I / -I / -, "-, , �^��w� growth) mu|hp|ior) Anor rubrum 'Red Sunset' 3 S 1714 26.14 073 19.0822 285.84 857.53 ' ' I/,, - \ Ame| nchi / dif! 'A tB iUiy ' 41 7 12 5 19.5 1 19.5 298 5D 12238 35 / / , r` I ' / I _r ,. _I" i I_ I : !4 I ;� /I , - -W, 1 -I - Ce".v° """""." w , ^u ^' 0.55/ /5.039 77.54 z/uv��� � ' X, r Ce,o|diphyUum jmponioum J 10 9 18 0.55 1045 8572 25717 U / � ' Cernio uanodenaia 'Forest Pansy' 38 7 167 237 8.95 22.515 397.94 15121.58 U' / / ' ' Cmrcio oanadonoio 14 7 167 237 0.95 22.515 397.94 557111 ` U , � / .,1T;-.I�.,�71 Ki " %,,, 7- I 1��-.7, 'I, 14�1 1.''l4l ," -.�, 41 I';- , ,�1,, ,'w�, **!I-tI.." ,. iI_ ltW-2,,� I r ,, 1_ op1,I 1 �� 1' I�. p 1 !- �, � ;;�. ! - 09 Y . . UI 4 ,�"k� ,,""3" ,T .iI 7"E ",tt V-�- ,;-_ ,I�,,,r n, �,.v Z,4 ,, .ir"-4 , I " _ "/ _I IV -, IiI _ .-lI z .,, , / _ ",_ , / / _ I,I __--_,-// 4I/ - I--,_- -- I V -/,1 _ . -- - ,I _- - _�/I. ,_ - _,- / �' 1, _ ' __ - 1 I � ' / ' � Cnrnuo �|orido x kouuu^Ga|o '- �� - - /9 -�7' - ��-- ---\�7�� - --�4-8-------17����----��s� - !--- // / ,//I / ! /,/ 11 � II111/ I' / 1 i /It / _,/, I/ I1I, 1// / / / I/ / ,I, I/ / -1I; / / /11,/ / ' / ,z/,1 �,I,, ,,,,/ ,i ,AI , "/", ,I, / / / / //1 /N - /// /I " //, / I,' / - i,/ , I , , / ,I//I -I,/1I f 11 .1 I , /,1 /, I/ / ,II)'II I , / \ . -.~� / ' � \ ' / ' / � . . � ~�~� ~~ � ' ' / | ��|»J�� ------ / .� / / � � / ' / '��� -- / ^---.-'-~ ~~ -~`� ^-`- -~ '~ ^~~^~~' --�^~~� ~-~~~^~�~~� ~~~`~^- �~ '^- � ' / / � � ' ' / L-L�||� �� Fraxmuo emo,|omno '8utumn Purp|m' 53 10 15 %S 0£5 2125 354.48 1878726 ' � / � ' // / ' / ' ^��� Koo|rnuteriu paniuu|uta n 7 20 27 1 27 57227 82Q4'2 / / I � / / / ! ' / // ' ' �][� "�\ ' ' .= � � / ^ / / ' / - � Y [-L- ��� - Lkluidombor ntyrociUua 'Rntundu|nbu' �G 18 2O3 3O3 O72 2l8�S 37361 S7�380 / ' / ' / / | / ' ' ' '' ' � � � � � // ' / ' ' ' / ' ! / ''_ iII_:. � I- / - ,I I� I � I - -/I 9 ,\ f I�� I 0xyd�nd/nn arbo/mum 3 7 118O 18�� O71 1324O8 1377� 4133O � ' � . / ' pn�»b �� 5 2' - ....� ' ' ` ' ' / / ' � / / / / � / � - _ _ oo n u o ' I ' , / . y / . �_ / � ' ' �� / ' / / / ' / / ' r' ' ' / � �� . { / / �� |�| ��Z / � / ' I ' ='� -`' ~=°'-°=���~°=.=^ "^~.,==�'m_=�v�=,, ' ' / ' ' = /. ° .^ . / / , ' ryruu ooxonona Aristocrat' 5 / 15 ZZ UJ1 15�02 19153 95764 / / ,' /' /. ' ' � ��/ / / ^��_ 1J b/ 1 1 I .. t "/"1,( I , , . , I /- I - , 1 I I ///�' _/ ,7 , 4 _ ,,,/ I 1 ,1+I "'"I ` , ",/ �II, / /' PITCH AND PUTT ' . Ouercun cocoinoa 17 10 20 30 0J667 2OO1 31431 534334 / . .' / \ � `��� |/ / / ��" --�-' \ Syh»Qa rehoueto 19 G 15 21 07y1 16-11 21G'G0 4115'3 ' ' ' / ` ' '/ ' '' / �/� _/ BY OTHERS SURFACE I .~ ~ ' / � ' / ' ,u / / / / \ � U ' 0F GAEEN TO �� ' ' ' / ' ' '' �� /' / \ ' ^ SYNTHETIC ' - /' � Uox x aMonuata 'Fostori' 14 4 10 14 0.625 875 G010 84142 . ' ' / �' ' / ----_-/ ` � . \ /' � ..' ',' I ' ' / / ' / / / \ � ' ' l \ - / I / ' | / � ` '\ � \ ' , / / � / / / / / � ' � � ��* T0TAL CANOPY (h) 95501 43 -- " � ' / \ It / Area of canopy (oU ` (width in 10 yeuro/2)`(width in 10 yoorn/2)"314 TOTAL CANOPY (ao) 219 �� '' / '' ' / ' ' / / // / ' / / o� / \ `- � '' / / '° ' =~ / , / \ / / / / i / ^ / / ` / '' � ' ` ' �roa of oano�y nooded is 15% of 145 un (acreage o� phase 1) � S4743nf or 2175 ac / ' \S' /� ' / / / | / / \ ' \ / ` . \�\ -~ ,' � .' � '/ ' ' K TRE �� �H|S / / ' �/ V f // Nr ' / / ' : � . ' / / � / \ U � / \ ` �8 { � ) \ . 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SEE SHEET 18 FOR LANDSCAPE AND LIGHITNG NOTES AND PLANT SCHEDULE THIS SHEET TO BE USED FOR LANDSCAPE AND LIGHTING PURPOSES ONLY $ '' .1 _ . .11 ., J'n;11, � �, r. 1 �.w �J'�' ,r .,/ li a I . - � I � McKEE/CARSSON _., CONSULTING ENGINEERS - LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET..- CHARLOTTESVILLE, VA 22902 804-979-7522 ' OROBERT8. - -'-� I J 11 Revisions: 05/27/98 County Comments 0 ' - "A Scale: . - I I I - . . I 1"-W. Date: 30 April 1998 Project No.: ' 9716 Designed: JCF/MEK/JA Checked: - RBM ',%..� . -Ni ,• J-. -.•f ' / MATCH LINE SEE SHEET 19 --►T f A A __ '' - !„ice' ! j } f ;/ ! ( r !� I � 1 _ _ 13U�LDIN6 2A f % CK A (TYPE-� 2)- 771i 001, > f q \0 F CF X NI l 3: _-.-s 21 1 'LAWN TENNIS COURT it LAIWN` BY OTHERS 4-A X �6 ,2 3 _ji I� / /% i / BUILDINa-213 - 2 � LS T A - FA+ LS + F A" CKC LAWN CC + _CK CC" o ltKC +AR FA A� AA s: V �1 + ox CID _01 - -------- AREA 23 23 LIGHT 21 AR - TYP. F 0 AL, L OD LIGHTS ENTRANCE SIG WLTH ENT 7 w-, 7i6w TI 1.25" P. V. C. CONDUIT FOR #6 COPPER WIRING (TYP --v - - - - - - - - - - - - - - - - - - 7- - - - - - - - - - - - - - SOUTH PANT OP S DRIVE — ------------ /7 --------- j X� Li co Cf) Li 0 NOTES I. SEE SHEET 18 FOR LANDSCAPE AND LIGHTING NOTES AND PLANT THIS SHEET TO BE USED FOR,, FF SCHEDULE. LANDSCAPE AND LIGHTING PURPOSES,.''ONLY McUE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET .CHARLOTTESVILLE, VA 22902 804-979-7522 O�A4�pyTFI Op `r,P HOBERT B. MCKEE NO. 7783 102VAL Revisions: 05/27/98 County Comments Scale: 111=20I" Date: 30 April 1998 Projed No.:, .9716 Designed: jCF/mtK1JA` Checked: y RBM; ± I! . _ - _ - F ` . ,7 MATCH LINE SEE SHEET 18 1 - ` \\ \,' \ �, '\ \ \ \ \ '' \ \ `\ '\ \ \ \ \\\ \ \ �' \ \ -- tf \ { (1, --- _A _\- � ,_, f,\ ".\ "_-"-- yI /1� K -,\ \ II I �'.,', 1IN", , 1 - "—, \ , ,-,1 -� 1, ", 1,, -- I_ _ I `\ X-- \ \ ,\ \ � _ r, C' ~�` ` \\,i \ ` \ \ \ "I �"I". , ,�. _- �-- _,_ -.-�- rr-`�---••`` C I \k7%\ \N"\ )\, \l \ \ � 1 1 _ �// -i I i � ' \ I I \ ' ,\ ,/\ \\* , I V 1 - - ,j,II I, I..V _",_1II ,,I,�, _I_' ry `]` ''k �`\ \ "+. , -_ % ,% \ .• \ '\ \ /, \ \\ ;\ `BUILDING ��,�� ' '' ,, , -\I 3 �� -` AWN '__!�_ - ' )-S I \ `' ' \- /,b_\"/ \" j , -==-,� v, \ - \ \ \ \ , \\ 2 D � ,/ ;' _ a__ ` ; :! i -,',- t i ; \ t r\ _- / -, _,,- \, '\ \ \ `''\ l . \ � LAWN � \ \ � \ �, �"-- � S i \ \ , _> - - �1 , t � • \ `\ ` , '\ ` \ ' ;\ . � - (TYPE 2') _--- /�\'I , " _, 1 , 2 3 -_ _ / ,,,---____ != t- - I A:V " , - - ._ ' - -_ - �� . �_ ; 3 %` - -- -' _ -- -- _s_-'_`_ i\ < _ �� \ -", ` 1 \ \ `� ; T -�-_-/ _ "1� 11""",,�I, "\ , I,\6 /I1 "? �1 x�%�'•` ,i - , \ '� .) `` " ', �, ,/, ._ ;. 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I ''%j , /-- •- ' V- _ / '1-_- _.ice:__' / ,, / k 1 ! \ 1. / / '' -, IAI I_._I-I. I.I", / t \ / / r // /' /-, / . " ' \ I ,< _I\-- ' \ I ,\ - • / �, Imo-- K - ,-> 1 1 I, ,-. 5II_- -_"1,_ - I , - _,",-"_ _ I .'. 1I I - x. , II 1_I _- I I ' I - l / \ ./, --_ 1,-1 ,\I\; -, ,_,. 1" _ , - . _"I,- ,- I ��', ` ',• \ - . - -1 • - \\ \I \ y/ _ \ // • �, _ / • / - ,1 -t _ - I, \,,`'\ / . \ \ -' ' ' \, '/ • ,w "/, -, ;/ \ / \`�,, \ . ' , x' , r - \ '; \ / , •_,. \ : , ' \ , / / . f/ \ \ I ! , \ , • \ \ , 1 \ 1 \ \ , I 1 \ \ r I 1 , • \ \ ' , I . \ \ It 1 \ I ; ' - - • \ 1, \ ;, - I \ 1 ,' . . I, I. . . \ \ ,, � --,,:I- 1. EESSHEET 18 FOR LANDSCAPE AND LIGHTING NOTES, THIS SHEET TO ,BE R USED FOR - - . LANDSCAPE AND LIGHTING . 1.PURPOSES . ONLY , . "ti .4 j1 ' rrra. - . � I I. "i. :. , .1 "I I � " , 11 I-,,. . ,-, " .,. �. .. '/ . I . I I I I '1�1:,.":, r . I . � "I"' �, . V ' ' McKEE/CARSON . CONSULTING ENGINEERS 'LANDSCAPE ARCHITECTS , . PLANNERS ` 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 ".' .804,979=7522, leO S� L T H Op `�,P C,if r UROBERT S. MCKEE�pl NO, 7783 Id p wr NSI2SSIONAL - ' r'� - - • w , I � - - I " - U) I - s 4 1 z. M�1 .i M �"""1 ' �,w .'- , ", � - - ,. :fir-=. �_, . 0-Ii-I z I " . ' -A," � - , . W . � ' Q) Q) - � ", p 4 - C �4 t:� III U Revisions: - , - 05/27/98 County Comments O .. , Scale: 1" = 20' Date: 1 30 April 1998 Project No.: 9716 Designed: JCF/MEK11A Checked: - � . RBM Sheet No.: • s { _ j - _ - y; : ~:24 , , Of , .'.; ;. Ku • - - - ♦ .l'. A.rN + ; .c '�'.F .;Qy}`.''` T R. .��' V S," . FRAME & COVER (SEE TYPICAL MANHOLE FRAME AND COVER DETAIL) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2'- 0' "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS ° 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H 5 4'-0" 41 FROM INLET TO OUTLET SHALL BE 0 20 FEET. CONCRETE VARIES DEPTH OF FLOW CHANNEL FILLETS TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. a --- T= E30F • ° d A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. \�- MIN. 6" BEDDING W/ NO 68 STONE NOTE: 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3 ALL JOINTS, LIFT HOLES, INLETS. OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN NOT TO SCALE THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND i-4" ADJUSTABLE VALVE BOX WITH LID. BINGHAM & TAYLOR FIG. NO 4905 OR APPROVED EQUAL VDOT NO 21A STONE �I CLEANOUT f 6.. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTESVILLE THRE DS KENNEDY GUARDIAN (K-81A) WHICH IS THE LOCAL STAN ARD. MUELLER CENTURION (A-423) OR APPROVED EQUAL4, LENGTH OF BRANCH VARIE 6' MIN L 2' TO 10' (270°) 7 CU FT. 18" VALVE BOX -REMAINING BACKFILL SHALL GRAVEL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 6" IN ANY DIMENSION 6" GATE 24"MIN 36"MIN" • ° �, . ► VALVE INTIAL BACKFILLx 8"MIN (6" LIFTS) . ,• I . ,• 8" X TEE EMBEDMENT X THOROUGHLY COMPACTED vO SPRING LINE BY HAND OR APPROVED 2500 P.S.I. CONCRETE o .; . o OF PIPE - _ _ MECHANICAL TAMPER BASE AND THRUST / ••' • ; si , �'i° HAUNCHING BLOCK AGAINST NO 68 STONE UNDISTURBED STABLE BEDDING 6" max 4" min SOIL. STEEL PILE x" THREADED RODS TO FOUNDATION (SHALL BE WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLAT' ONS. REQUIRED WHEN SOIL A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVA IZED CONDITIONS ARE UNSTABLE THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED ALL PIPE) THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT (NOTE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. BACKFILLED ENTIRELY WITH NO. 21A STONE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED ( INCLUDING DITCHES ) AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 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 STONE SHALL BE PROVIDED IT IS NOT ALLOWED IN THE DITCH 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE K�73� TYPICAL SEWER PIPE INSTALLATION IN TRENCH TYPICAL FIRE HYDRANT ASSEMBLY 2 5�22 NOT TO SCALE NOT TO SC LE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDIP§G 3 STONVE x STABLE SOIL ROCK 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 I68 STONE PLUG END OF SERVICE LATER FOUNDATION IN POOR SOIL UNDER -CUT CONDITION SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES SHALL HAVE CLEANOUTS AS INDICATED 3. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT I SEWER SERVICE LATERAL CONNECTION NOT TO SCALE 1" TYPE "K" `� I SOFT COPPER IF !-3/4"x3 1" TEE I NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE I PROPERTY LINE 3/4" TYPE "K" SOFT COPPER i SINGLE SERVICE NOTES: 1. SADDLES SHALL BE USED ON PVC PIPE. 2. THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. CAST IRON LID FINISHED GRADE IIImIIIIII,TIII gill, III,IIIII -I� 1/4" BEND COUPLING LOCK WING ' 10" 15" - BROOKS 2200 SERIES BOX Ik MUELLER NO, H-15069 (3/4", 1") ANGLE WITH EXTENSION. OR APPROVED NO. H-15068 it x", 2") VALVE EQUAL IN UNPAVED AREAS FORD NO. L02-33 (3/4") II I {� NO, L02-44 11"1 36" MIN. -11 COPPERSETTER (PLACED ON NO. L02-66 (1 x") II STONE) FORD VV72 (5/8"x3/4") NO. L02-77 (2"1 I� I I VV74 (11 OR APPROVED EQUAL OR APPROVED EQUAL III v METER 4" STONE BEDDING BRICK AS CORPORATION STOP (3/4", 1", 1-3/4", 2") NECESSARY MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION UNSTABLE W N INITIAL NI SOIL 8' 8~ BACKFILL 8" 8 MIN. n MIN = = IN MIN --- I68 S ONE r U _ 168 STONE i STABLE SOIL OR ROCK STABLE SOIL OR ROCK NO'ES- 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 TH 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. D.I.P. INSTALLATION & BEDDING II E NOT TO SCALE i t i 45- i 4 rr. maF } PLUG t f 2 f � I 1 1_ FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE �} ANCHOR IF REQUIRED. 45°I NG AS MIN ARED -� e 120" WALL SLEEVES W/ ° • WATERPROOF SEAL BLOCK 18" MIN. ° lle4 • TEST CONNECTION - STRAINER METER 18" MIN. 11 i 0 o O -� p X 4 �6„M 6-MIN. XLAYING LENGTH (MIN) 18" MIN 6"MIN. 3" STANDARD METER=19 25" 3" COMPOUND METER=24.25" ° • G ° • 72'1 MIN 24" X 36" ALUMINUM ACCESS HATCH OVER METER AND TEST TAP STEPS SHALL BE RUBBER COATE TEST CONNECTION STEEL, WEDG-LOK AS MAN. BY Di fA COUPLING PRODUCTS OR APP'D. EQUAL 2" GATE VALVE DRESSE 12" _W/ THREADED 36" MIN COUPLING CONNECTIONS 54" MAX. METER STRAINER-2" GALV. PIPE • 60" MIN. ° e 12" MIN 11 5„x„x,, 30" MA BLOCK M� BLOCK ° All 0caa CENTER CROSSWALK ON WALKS/ CURB CUTS WHERE THEY ARE ALIGNED CURB EQUAL ALIGN CROSSWALK WITH COMMON EDGE WHERE WALKS/ CURB CUTS ARE NOT ALIGNED AISLE \i TANGENT CURB CUT I I U I AISLE CURB CUTS PARKING BAY NOTES. 1 CROSSWALK SHOULD LINE UP WITH AND BE 0o CENTERED ON CURB CUTS. 2. WHENEVER POSSIBLE, CROSSWALK STRIPES °Q SHOULD LIE PARALLEL TO ADJOINING WALKS AND CURB WHITE THERMOPLASTIC STRIPE (TYP.) VARIES CROSSWALK NOT TO SCALE NOTE- EXISTING CROSS SLOPE IS TO BE MAINTAINED IN THE AREA OF THE WIDENING CONCRETE SIDEWALK 1-1/2" SURFACE COURSE SEE DETAIL 6 THIS SHEET- VDOT TYPE SM-2A -� VDOT CG-6 CURB 6-1/2" BASE EXISTING AND GUTTER COURSE 3• PAVEMENT 9' VDOT TYPE BM-2 ".1' 8"GRADED AGGREGATE BASE MATERIAL VDOT I21B W/ II�ll{I, -4141 I{�I1111 H„1�111-II){ITII�I1 8{IIIIII-lllllll{T(1111 1�II={II!I PRIME COAT COMPACTED SUBGRADE 2.5' 4 5' 12 ASPHALT PAVING - SOUTH PANTOPS DRIVE SECTION NOT TO SCALE 11" ri CROSS SECTION OF ROADWAY OR STREET PAINTED SOLID YELLOW OR STRIPED WITH 4" LINES STRIPED j SOLID MIN HE I TRAVEL WAY PLAN IT 7' 4 JND SPEED BUMP AHEAD 18' 8" 21B GRADED AGGREGATE � COMPACTED SUBGRADE ROAD TO BE BUILT TO PRIVATE ROAD STANDARDS BUT WITHOUT SURFACE TREATMENT. ACCESS ROAD TO BE KEPT CLEAR OF SNOW AT OWNER'S EXPENSE. 1 , EMERGENCY ACCESS SECTION NOT TO SCALE 15" SURFACE COURSE VDOT TYPE SM-2A 8" GRADED AGGREGATE 3.5" BASE COURSE BASE MATERIAL VDOT VDOT TYPE BM-2 I21B W/ PRIME COAT COMPACTED SUBGRADE 1/4":1' A;; ((((;Mill GROUND 18"x24" 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" TYPICAL SIGN MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 GROUND 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED NOTES. WATER PROFING COMPOUND. 1. SPEED BUMPS SHALL BE A MAXIMUM OF 3.5" IN HEIGHT. 3 PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A 2. WIDTH SHALL BE NO GREATER THAN 11 INCHES SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN 3 SPEED BUMPS SHALL BE PAINTED WITH HIGHLY REFLECTIVE YELLOW PAINT OR STRIPED OR SUMP WITH HIGHLY REFLECTIVE YELLOW PAINT. 4 ALL AREAS EQUIPPED WITH SPEED BUMPS SHALL HAVE SIGNAGE AT ALL ENTRY LOCATIONS INDICATING THAT SPEED BUMPS ARE PRESENT. SIGNS SHALL BE MOUNTED NOT LESS THAN 4 FEET FROM THE GROUND AND NO GREATER THAN 7 FEET. 10 TYPICAL METER VAULT (3" METER) 5 SIGNS SHALL BE A MINIMUM OF 18 INCHES WIDE BY 24 INCHES IN HEIGHT. 6. SIGN COLOR SHALL BE YELLOW BACKGROUND WITH BLACK LETTERS. NOT TO SCALE 7. SIGNS SHALL READ - SPEED BUMPS AHEAD (ADAPTED FROM 1983 MARYLAND STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL AND VA. DSWC) ,3 SPEED BUMP AND WARNING SIGNS 1II,2-,122J PLAN AND SECTION NOT TO SCALE PLUG i R ROADWAY o � 45° 4 -� c MIN MIN n_ T T PAVEMENT CD _I SECTION 1-1 SECTION 2-2 T COATED STEEL BAND OR STAINLESS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6' 45 200 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 316 3.21 0.48 45 2.66 2.66 2.77 0.26 8" 22 1/2 1.66 216 2.69 0.13 3.16 291 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 383 3.42 0.83 10" & 12,, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 183 2.33 2.84 0.18 STEEL CASING INSULATORS AS 12" CONCRETE FILL z_ MANUFACTURED BY ADVANCE PRODUCT 0 25" MIN. THICKNESS BYSTEMSCASCADE MODEDEL L ICCS- 015,OOR 36" MIN. BOTH (ENDS STEEL CASING APPROVED EQUAL. I 2'-0" 7'-0" 9.-0" 2' DUCTILE IRON PIPE 18' JOINT OF D.I. (PUSH ON JOINTS) NOTES: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. RIP -RAP DITCH 4 22 NOT TO SCALE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 P.S.I IF PRECAST ------------- 4" 2" rSURFACE 1 COURSE ., `-BASE CONCRETE THRUST BLOCKS TYPICAL STEEL SLEEVE COURSE NOT TO SCALF FOR SEWER INSTALLATION UNDER ROADWAYS a VDOT CG-2 CURB �11 SIDEWALK ACCESS ROAD TYPICAL SECTION SECTION l SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A- 2 5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B COMPACTED SUBGRADE ASPHALT PAVING - PARKING LOT NOT TO SCALE SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A 2.5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B NOT TO SCALE NOT TO SCALE COMPACTED �IIIII=IIIII=II�I1=I111I=II��I= SUBGRADE '�=11111=fllll-- ASPHALT PAVING - TRAVEL WAYS SECTION NOT TO SCALE McKEE JCARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 /r,tiNLTH pF `f ROBERT B. MCKEE NO. 7783 �O �4 �' SSIONAL �G� w CJ� H jJ ro W C� �a U 2" SMOOTH TOOLED EDGE (TYP.) Revisions: CONTRACTION JOINT LIGHT BROOM FINISH TO BE 6/22/98 ngr&unty VDOT PERPENDICULAR � F.ngr & VDOT Comments and General Revisions T F TO DIRECTION OF TRAVEL w .. .. . ......, .. , > EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER - 3000 P.S.I. CONCRETE AT 28 DAYS AIR -ENTRAINED �, ... ..,.•��'/�� �� .,•ice/�� �� • .� �� �i • I. 111111MIn lily If • NOT TO SCALE NOT TO SCALE 2 5 22 SECTION NOT TO SCALE ate. +)^. iv"S. �` :.yv: ,��,•y ,i `,�••�s?T'• •^ STEEL CASING INSULATORS AS 12" CONCRETE FILL z_ MANUFACTURED BY ADVANCE PRODUCT 0 25" MIN. THICKNESS BYSTEMSCASCADE MODEDEL L ICCS- 015,OOR 36" MIN. BOTH (ENDS STEEL CASING APPROVED EQUAL. I 2'-0" 7'-0" 9.-0" 2' DUCTILE IRON PIPE 18' JOINT OF D.I. (PUSH ON JOINTS) NOTES: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. RIP -RAP DITCH 4 22 NOT TO SCALE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 P.S.I IF PRECAST ------------- 4" 2" rSURFACE 1 COURSE ., `-BASE CONCRETE THRUST BLOCKS TYPICAL STEEL SLEEVE COURSE NOT TO SCALF FOR SEWER INSTALLATION UNDER ROADWAYS a VDOT CG-2 CURB �11 SIDEWALK ACCESS ROAD TYPICAL SECTION SECTION l SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A- 2 5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B COMPACTED SUBGRADE ASPHALT PAVING - PARKING LOT NOT TO SCALE SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A 2.5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B NOT TO SCALE NOT TO SCALE COMPACTED �IIIII=IIIII=II�I1=I111I=II��I= SUBGRADE '�=11111=fllll-- ASPHALT PAVING - TRAVEL WAYS SECTION NOT TO SCALE McKEE JCARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 /r,tiNLTH pF `f ROBERT B. MCKEE NO. 7783 �O �4 �' SSIONAL �G� w CJ� H jJ ro W C� �a U 2" SMOOTH TOOLED EDGE (TYP.) Revisions: CONTRACTION JOINT LIGHT BROOM FINISH TO BE 6/22/98 ngr&unty VDOT PERPENDICULAR � F.ngr & VDOT Comments and General Revisions T F TO DIRECTION OF TRAVEL w .. .. . ......, .. , > EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER - 3000 P.S.I. CONCRETE AT 28 DAYS AIR -ENTRAINED �, ... ..,.•��'/�� �� .,•ice/�� �� • .� �� �i • I. 111111MIn lily If • NOT TO SCALE NOT TO SCALE 2 5 22 SECTION NOT TO SCALE ate. +)^. iv"S. �` :.yv: ,��,•y ,i `,�••�s?T'• •^ SIDEWALK ACCESS ROAD TYPICAL SECTION SECTION l SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A- 2 5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B COMPACTED SUBGRADE ASPHALT PAVING - PARKING LOT NOT TO SCALE SECTION 1.5" SURFACE COURSE VDOT TYPE SM-2A 2.5" BASE COURSE VDOT TYPE BM-2 , 6" COMPACTED AGGREGATE BASE VDOT I21B NOT TO SCALE NOT TO SCALE COMPACTED �IIIII=IIIII=II�I1=I111I=II��I= SUBGRADE '�=11111=fllll-- ASPHALT PAVING - TRAVEL WAYS SECTION NOT TO SCALE McKEE JCARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 /r,tiNLTH pF `f ROBERT B. MCKEE NO. 7783 �O �4 �' SSIONAL �G� w CJ� H jJ ro W C� �a U 2" SMOOTH TOOLED EDGE (TYP.) Revisions: CONTRACTION JOINT LIGHT BROOM FINISH TO BE 6/22/98 ngr&unty VDOT PERPENDICULAR � F.ngr & VDOT Comments and General Revisions T F TO DIRECTION OF TRAVEL w .. .. . ......, .. , > EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER - 3000 P.S.I. CONCRETE AT 28 DAYS AIR -ENTRAINED �, ... ..,.•��'/�� �� .,•ice/�� �� • .� �� �i • I. 111111MIn lily If • NOT TO SCALE NOT TO SCALE 2 5 22 SECTION NOT TO SCALE ate. +)^. iv"S. �` :.yv: ,��,•y ,i `,�••�s?T'• •^ 2" SMOOTH TOOLED EDGE (TYP.) Revisions: CONTRACTION JOINT LIGHT BROOM FINISH TO BE 6/22/98 ngr&unty VDOT PERPENDICULAR � F.ngr & VDOT Comments and General Revisions T F TO DIRECTION OF TRAVEL w .. .. . ......, .. , > EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX. OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.25" OR 25% OF CONCRETE THICKNESS MIN. CROSS SLOPE 1.5%; WWF 6" X 6" W1.4xW1.4 MAX. 2% WITH 2" MINIMUM COVER - 3000 P.S.I. CONCRETE AT 28 DAYS AIR -ENTRAINED �, ... ..,.•��'/�� �� .,•ice/�� �� • .� �� �i • I. 111111MIn lily If • NOT TO SCALE NOT TO SCALE 2 5 22 SECTION NOT TO SCALE ate. +)^. iv"S. �` :.yv: ,��,•y ,i `,�••�s?T'• •^ To STORMCEPTOR COVER AND GRATE STORMCEPTOR COVER 32" AND GRATE •• SEE GRADE ADJUSTERS TO 32" dia. NOTE N1 SUIT FINISH GRADE GRADE ADJUSTERS TO ° SUIT FINISHED GRADE • 6" DIA OUTLET • ' e 30 dia." 6' n M STEPS OUTLET 24" DIA. STEPS "• RUBBER GASKET PER w � 6" 0 VENT -y �' 7" ASTM C 443 z > w 12 p�P w C Q O Z •• .• ' (TYP.) \ > ui •� WEIR uw • ° • .; STORMCEPTOR � ,d - ' 30' INSERT \ O I � 30 ° 8 INLET WEIR oD a� OUTLET _ OUTLET - °• INLET N i I 36 ° ENLARGED OUTLET N 6" DIA.T CONNECTION DETAIL PLAN N 24 ° 8 INLET TEE I , ° 00 \`-8"0 • ° DROP PIPE 024 SECTION THRU CHAMBER OUTLET WITH TEE Q�6" NOTE DESIGN SPECIFICATIONS � • 1. FLEXIBLE CONNECTIONS ARE REQUIRED AT THE INLET 072 AND OUTLET FOR PLASTIC PIPE 1. ASTM C 478 o 2. COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE 2 BASE WEIGHT = 6.46 TONS o �•�� 3 THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL \. WEIR REPRESENTATIVE FOR SPECIAL CONDITIONS (MIKE BARG 703-971-1900 4. INLET DROP PIPE WILL BE EITHER 6" DIA. OR 12" DIA. WITH A 6" DIA ORIFICE PLATE O 5 ALL CONCRETE JOINTS TO HAVE RUBBER GASKETS THAT CONFORM TO ASTM C 443 9" 6. US PATENT NO. 4,985,148 i 7. CONCRETE TO BE 4000 PSI. rT� STORMCEPTOR STC 900 .. • ... • ° • PLAN 2-5 23 (OR EQUAL AS APPROVED BY ALBEMARLE NOT TO SCALE COUNTY ENGINEERING DEPARTMENT) SECTION THRU CHAMBER - SEE NOTE 11 NOTE . DESIGN SPECIFICATIONS STORMCEPTOR COVER 32" 1. FLEXIBLE CONNECTIONS ARE RECOMMENDED AT THE INLET 1 ASTM C 478 AND GRATE- ' AND OUTLET WHERE APPLICABLE. 2. BASE WEIGHT - 1128 TONS 2. COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE GRADE ADJUSTERS TO 3 THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL SUIT FINISHED GRADE ' - OUTLET REPRESENTATIVE FOR SPECIAL CONDITIONS, N s• _ 4 INLET DROP PIPE WILL BE EITHER 8"0 OR 12"0 WITH A 8"0 ORIFICE 5. ALL CONCRETE RUBBER GASKETS THAT PLATE io .• • . 0" e• JOINTS HAVE CONFORM TO ASTM C 443 �- r 6. U.S. PATENT NO 4,985,148 • 6" VENT - e ' STORMCEPTOR STC 3600 � w Lu e Cr O STEPS c z > w u a • • 30" RUBBER GASKET PER OUTLET ASTM C 443 INLET , a� p ENLARGED OUTLET `D oo I CONNECTION DETAIL 2 `-6" DIA. DROP PIPE WITH TEE e �n o SHOWN AS 71' 8 ° .b . 00e. •, NOTE : SECTION THRU CHAMBER 1 FLEXIBLE CONNECTIONS ARE RECOMMENDED AT THE INLET PLAN AND OUTLET WHERE APPLICABLE DESIGN SPECIFICATIONS 2, COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE 1. ASTM C 478 3. THIS IS A GENERAL ARRANGEMENT DRAWING. CONSULT LOCAL 2. BASE WEIGHT = 6 35 TONS REPRESENTATIVE FOR SPECIAL CONDITIONS. 4. INLET DROP PIPE WILL BE EITHER 6"0 OR 12"0 WITH A 6"0 ORIFICE PLATE 5. ALL CONCRETE JOINTS HAVE RUBBER GASKETS THAT CONFORM TO ASTM C 443 U.S. PATENT NO. 4,985,148 10 STORMCEPTOR STC 1800 (OR EQUAL AS APPROVED BY ALBEMARLE COUNTY ENGINEERING DEPARTMENT) in I rn GRATE Li Li Li SEE PAVING FOR - 9 PARKING AREAS DETAIL FOR DA\/IAI L^ CC(`Tlll�l THREADED FOR 6" PIPE NOTE: USE R-4006 FROM NEENAH FOUNDRY CO., NEENAH, WI TEL. 414-725-7000 OR EQUAL APPROVED BY ENGINEER. 9 METAL GRATE/DRAIN NOT TO SCALE (OR EQUAL AS APPROVED BY ALBEMARLE COUNTY ENGINEERING DEPARTMENT) STORMCEPTOR COVER AND GRATE 32" dia. GRADE ADJUSTERS TO i % SUIT FINISHED GRADE a u u a PLAN NOT TO SCALE NOT TO SCALE SECTION THRU CHAMBER NOTE DESIGN SPECIFICATIONS 1 FLEXIBLE CONNECTIONS ARE RECOMMENDED AT THE INLET 1. ASTM C 478 AND OUTLET WHERE APPLICABLE. 2. BASE WEIGHT = 7 60 TONS 2. COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE • ��M.iME01005,95, -1 ��•�1�. fr ��f��l� •f. ��11'�� •f�w �1�. fr 1•f'�1� fr ���ti��• •f; ��Ij�l� f 1'f �) 615 •f: F:�f' �:1� �A 1��. 4" DIA, PERFORATED PVC WITHIN PIT THEN SOLID 8" MIN 157 GRAVEL WRAPPED PVC TO PROPOSED IN FILTER FABRIC STORM SEWER SYSTEM OR ATMOSPHERE COMPACTED SUBGRADE TOT LOT DRAINAGE SYSTEM SECTION 1' 6 OUTSIDE _X LyfY� RADIUS=3" INTERMEDIATE SUPPORTS LOCATED AT THE LOWER i A w [h J o Ci N=JU D< I J Oar w J Q I Cr a VARIES �J 6" 7_1 STEP ADJACENT TO THE HALFWAY POINT OF THE RISE NOTES 1 CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPRAISAL PRIOR TO FABRICATION 2 PRIME RAILINGS AND PAINT WITH SHERMAN WILLIAMS ROOKWOOD SHUTTER GREEN OR EQUAL AS APPROVED BY OWNER. 3 SEE PLANS FOR LOCATIONS OF HANDRAILS 4 HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS 5. ALL JOINTS TO BE WELDED WITH 1/8" RADIUS MIN. 6 ALL RAIL ELEMENTS ARE 15" DIAMETER STEEL PIPE, 5 TYPICAL HANDRAIL SECTION 3. THIS IS A GENERAL ARRANGEMENT DRAWING. CONSULT LOCAL c REPRESENTATIVE FOR SPECIAL CONDITIONS, 4 INLET DROP PIPE WILL BE EITHER 6"0 OR 12"0 WITH A 6"0 ORIFICE PLATE ° 5 ALL CONCRETE JOINTS HAVE RUBBER GASKETS THAT CONFORM TO ASTM C 443 6. U.S. PATENT NO 4,985,148 11= ,2 STORMCEPTOR STC 1200 111=f IIII (OR EQUAL AS APPROVED BY ALBEMARLE COUNTY ENGINEERING DEPARTMENT) 4 2" RADIUS I! „ SEE ASPHALT PAVING �1=II DETAIL CONCRETE CURB III AND GUTTER � e e D 6" COMPACTED AGGREGATE BASE VDOT 021A f I(II=11111"IIIII I 6" 2'-0" t NOTES' COMB CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. THIS ITEM MAY BE CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. REVERSE GUTTER DETAIL SECTION NOT TO SCALE NOT TO SCALE Ilyll j=( (IJI, �n 1 1=IIIII l 2" RADIUS (llfl-lil�l 4SEE ASPHALT PAVING III =IIII DETAIL IIIII=IIIII 'I�ii�i _ 111=full � IIII IIII `° 1...,• it - ---- CONCRETE CURB �2 AND GUTTER NOT TO SCALE 6" 6 I 6 4SIDE _.__/ tADIUS =3" v SEE 1 co CONCRETE M w WALK Q co o DETAIL 9 O 2 SHEET 10 a o t-CrO ADJACENT CONCRETE l;-SIDEWALK VT D , v v o v o v o V SET RAILINGS 5" DEEP GROUT --J WITH QUICKSET HYDRAULIC CEMENT IN 6" STELL SLEEVES 1/2" LARGER THAN OUTSIDE DIMENSION OF POSTS. SLEEVES SHALL HAVE STEEL PLATE CLOSURES AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD NOT TO SCALE Cam•• • ��� . •'4 6" COMPACTED AGGREGATE BASE iti VDOT 121A _ -)ll)�� 6" 2'-0" #3 BARS 15 6" O.C.J.-O NOTES 14 BARS 15 12" 0 C. COMPACTED VDOT STD. COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 1218 STONE BASE THIS ITEM MAY BE CAST IN PLACE. COMPACTED SUBGRADE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 2"x4" KEY THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE NOTE: THIS DIMENSION INDICATES RISER PLUS VERTICAL VALUE OF 1.5% SLOPE ON TREAD. SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. PROVIDE EXPANSION JOINT WHERE STAIRS ABUT CHEEK WALLS ON SIDES 7 CG-6 s CONCRETE STAIRS 2-4 23 SECTION NOT TO SCALE 18A. 23 SECTION ALL PRUNING IS RESTRIC TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 3" MULCH LAYER TO BE PLACED 3" FROM BASE OF TREE AND EXTEND V-6" OUT. 2'-6„ NOTES: 1. BACKFILL PER SPECS. 2 NEVER COVER THE TOP OF THE FOOTBALL WITH SOIL. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DRAINAGE OF PLANT PIT. 4. PULL BURLAP AWAY FROM TOP OF ROOTBALL AND REMOVE ALL SYNTHETIC MATERIAL FROM PLANT PIT. 5. PLANT TREE 1"-2" HIGHER THAN GRADE OF SURROUNDING AREA 6. ROOTBALL SHALL REST SOLIDLY ON UNDISTURBED MOUND OF SUBGRADE. 7. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION, TREE PLANTING SECTION NOT TO SCALE GENERAL NOTES ALL PRUNING SHALL BE RESTRICED TO REMOVAL OF DEAD AND BROKEN BRANCHES. NEVER COVER TOP OF ROOTBALL WITH SOIL PLANTING BEDS SHALL BE PREPARED AS PER SPECIFICATIONS. PULL BURLAP AWAY FROM TOP OF ROOTBALL AND PLACE IN PLANT PIT CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DRAINAGE OF PLANT PIT SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. REMOVE ALL SYNTHETIC MATERIAL FROM PLANT PIT AND PLANT SHRUBS 1" HIGHER THAN THE GRADE OF SURROUNDING AREA. 3" MULCH LAYER KEPT 3" FROM MAIN STEM OF SHRUB, BACKFILL AS PER SPECS. ADJACENT LAWN I' I IIIII-=full �-t =11 I� II `��` ° � !- ► _ )�''��''�'! � - 1� '/r=IIIII-=IIII 1=IIlly(IJIi--I1111vlllll=III►1= Illl-Illfl-11�11�1111=f41f1w11111 Illl=loll=IIIII flillll--=f1111�=11`Illllll�lll I-full-1 II�1i111=11111`fllll•=11111�11111 II(11=(IIII=1}II SCARIFY TAPERED SIDES OF PLANT PIT. ROOTBALL SHALL REST SOLIDLY ON UNDISTURBED MOUND OF SUBGRADE. 1 SHRUB PLANTING SECTION ADJACENT CONCRETE WALK WITH EXPANSION JOINT 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE 3000 P.S.I. CONCRETE TOOLED JOINT AT EDGE OF TOOLED RADIUS, TYP., BROOM FINISH BEHIND. _- N4 REBAR IN NOSING 6" MAX OF EACH TREAD 2" MIN. 1.5" MIN COVER PAVEMENT z LAWN 3" MIN - GRADE _ = PANSION JOINT1/2" PREMOLDED, GRADE 1 z O 0 CE NON EXRUDING, ASPHALT` zi 0 ANCHOR �EGNATED FIBREBOARD SEALED I D PLATE - WITH 1/2" DIA. ELASTOMERIC - _ 2.5" MIN CAULK BEAD (TO MATCH WALK COLOR) RECESSED 1/2" FROM Ij�� (` • 445 BARS SURFACE flllr t I ` 4'-6" LONG 11-1 eL ' .• 844 TIES -IIIII I D D { IIII- 3@3" 0 C. - TOP ADJACENT 5fQ12" O.C. REST =I CONCRETE.� • • - 4 ANCHOR SIDEWALK (` D �• BOLTS SIZED N •1 PER MANUF. D D , D • _ D D D NOT TO SCALE 10-1/2" PLAN - CONDUIT (TYP ) I D D D COPPER GROUND -- o Illll-IIIII�IIII ` { l 3000 PSI REINF. •I II=fIII� =IIIII IIII •� D • D • D I CONCRETE -IIIII-11111�111 N �I •�• _+ III) I D D D I -fI, TO MANUFACTURER FOR VERIFI- CATION TO REFER TOMANUII=III I-IIIII �II III; OF BOLT PATTERN AND d =IIIII f I If}`- _full I (I( GROUNDING REQURIEMENTS. II--I�lil--fl -III � D . D •' . � II,_I 1 = LIGHT POLE FOUNDATION TO BE l=l}III 3" MIN. ���� 2' FROM FACE OF CURB CONSISTENTLY. -- 1 -6" 1• SECTION (3 LIGHT POLE FOUNDATION NOT TO SCALE PLAN AND SECTION NOT TO SCALE McKEE/CARSON" CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE,'VA 22902 804-9T9-7522 AITH00CKfEEr•- NO. 7783 SfONAL � BERM O� Revisions: 6/8/98 Agency Comments 6/30/98 Engineering Comments Scale: As Notes Date: 30 April 1998 Project No.: 9716 Designed: MEK Checked: RBM Sheet No.. Of: 24 54" CMP CONCENTRIC TRASH RACK 61 T' r- T 26 AND ANTIVORTEX DEVICE 4245ETTLED TpP_OF EMeANKMENT_4Z4,.99 •_ T36, _CMP_RISER - 1 -- --+ - �- -- -- - - - - -- - - - - - iu 1- - - - 24 1 1 I { 4J,! T i 4 i 4 ; ? j 422 - - - - - - - -- - - - - - - --- - - - - -- - - - - - -- - - - - - - I -- - - - - --•- - - - - - -- - ; - - - - -22 i � ! TOP _RISER--42�.00 _LIMIT OF DRY,STORAGE RPO� ' , 420pERF6RATED bRAINA'GE TUBING - - - - --+ - - - - - - - - } 20 � 1 � � 4 C/L 7" ORIFIC�- 418.79 • - - -- - - I 41811 v (T`C�F I; S T6f3y4Gl-E.LE �4_a. Q - _ - - - - - - - - - - - - - - - - -=-'= - - - - -- = - - - - 18 - - - - - _ EX 1-7'x7' ANTIEEP COLLAR : j 7 - 4 CLEANOUT_ ELEV_ 41-6,85 I TING GROUND , 416 41 'BOTTOM OF SEDIMENT BASIN I SEE PROFILES FOR CONTINUATION 41 LF 24" CMP .@ 2.00�a - - 14 FILL BASEWITH -CONCRETE . -• - - - ! - - 412 �'- DOWN TO ELEV,_ ! 410.25 CUTOFF TRENCH t 412 o DO 410 - - - - - - I - RYTO IN Ai - - - - - 410 tr, PROV D TEMPORA CONNECTION ra M 8 '_ NIL -1 , 408 L- - z - - -- - - z -- --------- - - - - - - 408 SECTION- SEDIMENT BASIN 1 420 - - .36" CMP CONCENTRIC TRASH RACK AND ANTIVORTEX DEVICE 418 -- - _- - - - - _ 36" CMP RISER - 6' - - 418 -i' 410SETTLED TOP' OF EMBANKMENT 416,00 ! ` '� __.-- _ _- -- - - __ -- _ - 416 4' 414- ;- - _ ,-=-�-'� - - 414 TOP -RISER _411,00 LIMIT_ OF PRY STORAGE; _ -- -_ _ _ ,IMPERVIOUS CORE PERFORATED DRAINAGE TUBING--- -- 412 - -- . - - 412 C/L 4,5"_ ORIFICE-_41t1l9 �1-7'x7' 410CLEANOUT ELEV 409-63 - -- -- - - ANTISEEP COLLAR a -410 BOTTOM OF §EDIMENT BASIN 408 - -. - - - - _y 35 LF .1g' GMP >�' �.71°/ ' - - - - - - �- - - -. - 08 4 406FILL_ BASE_WIT_H CONCRETE' - - - - -- - - - - -- - - - - -- - - . - - - -- - - - - i - - - --- - - 406 DOWN TO ELEV. 406 00 \ CUTOFF TRENCH o 404 1 - - - - T - - - -- I - - 404 • 402 - z - - 402 SECTION- SEDIMENT BASIN 2 DESIGN HIGH WATER (25-YR. STORM ELEV.) v - 0 5' MIN 1.0' 67 C Y / AC. �- "DRY" STORAGE 67 CY/ AC "WET"' STORAGE i SEDIMENT CLEANOUT POINT / ("WET" STORAGE REDUCED TO 34 C.Y./ACRE) MIN 1.0' 1. SET POSTS AND EXCAVATE A 1200mm1220mmX 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS Jill Jill FLOW �4i►i► _ li „' �� iil _ +"' 1 1.75mm 3 ATTACH THE FILTER FABRIC TO THE 4 BACKFILL AND COMPACT THE WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. TRENCH. 120- G FLOW � g5= EXTENSION OF FABRIC AND WIRE INTO THE TRENCH �1 FILTER FABRIC - WI E II SOURCE Adapted Iron Instaaatbn of 'Stew " Fabric Filter Bawls for Sediment Controt VA DSWC Sherwood and ftwt CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) SOURCE VA DSWC Compacted Soil 4.5' min. TEMPORARY DIVERSION DIKE PLATE 3 M, MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) H HH O W _ h� =1 1.5 0.5 2.0 20 10 2.0 2.5 1.5 2.5 3.0 20 2.5 H 3.5 2 5 3.0 HO 40 30 3.0 4.5 35 4.ti TELEV. GGROUNDORIGINAL 5.0 4.0 4.5 EXCAVATED AREA MAX. DEPTH : 4' PATE 30S-1 SOURCE VA DSWC TEMPORARY SEDIMENT TRAP WIDTH PLATE 3 13-1 _ ORIGINAL I'l VAR. GROUND ELEVATION VARY` 1.0' 67 CU. YD./ACRE VARIABLE' N J DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN EXISTING PAVEMENT 70' MIN 67 CU. YD./ACRE It 2 0%, 6" MIN � 2 0% A (EXCAVATED) 4' MAX. ORIGINAL � - - -W_ FILTER GROUND � FILTER CLOTH 1A COARSE CLOTH ELEVATION .� �3" SM-2A ASPHALT *SEE PLATE 3.13-1 AGGREGATE CLASS I EXISTING SIDE ELEVATION TOP COURSE RIPRAP GROUND 6" 21A AGGREGATE BASE CROSS SECTION OF OUTLET- 70' MIN ASPHALT PAVED LENGTH 11N FEET) _ L 6 WASKRACK CLASS I RIPRAP (INxAC.)AINAGE AREA l z w DIVERSION - _Z r= W DIKE - pr N �- cIr �- X MUST EXTEND FULL I,�OSITIVE DRAINAGE WIDTH OF INGRESS ' 0 SEDIMENT TRAPPING DEVICE AND EGRESS OPERATION PLAN VIEW COARSE- AGGREGATE 12' MIN. 2 0_- % EXCAVATED / AREA FILTER CLOTH FILTER CLOTH SECTION A -A Ot-OARSE AGGREGATE SHALL BE VDOT A3, #357 OR #5 NOTE A MINIMUM WATER TRAP OF V IS REQUIRED WITH A MINUMUM WASH HOSE DIA. OF 15" OUTLET (PERSPECTIVE VIEW) SOURCE ADAPTED hom 1983 Maryland Standards for Soll arosron ono Sndlment Control, and Va DSWC PUte 302-1 SOURCE VA DSWC PLATE 313-2 PAVED CONSTRUCTION ENTRANCE CREST OF EMERGENCY SPILLWAY RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0' { MIN. 3.0' MIN 0.5' -j MIN. 1.0' 67 C.Y./ AC. "DRY" STORAGE RISER CREST 67 C.Y,/ AC. "WET" STORAGE DEWATERING DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY SOURCE VA DSWC (RISER PASSES 25-YR. EVENT) SEDIMENT BASIN SCHEMATIC ELEVATIONS ►LATE 1LLt SOURCE VA DSWC PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DEPTH DIAMETER VARIES AS VARIES (SEE REQUIRED CALCULATIONS IN FOR "DRY " APPENDIX 3.14-A) STORAGE WET ��-- "FERNCO-STYLE" STORAGE COUPLING DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PLATE 314.16 x TEMPORARY SEDIMENT TRAP - - -- x DISTANCE IS 6' MINIMUM IF FLOW L__FIS TOWARD EMBANKMENT LOW OPTIONAL STONE COMBINATION Q FLOW 2.5' VDOTx13, 057, 15, #56 OR #57 COARSE AGGREGATE C;LA55 fi TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE ADAPTED from VDOT Standard SMeta and Va DSWC SILT FENCE CULVERT INLET PROTECTION '00VI r McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 TH op U 83 " Revisions: 6/21/98 Engineering Comments. 6/30/98 Engineering Comments Scale: As'noted Date: 8 Jtme1998 Project No.. 971 Designed: CLD Checked: REIM Sheet No.: tf 2 - kt Th J 'Of: 24' • t r . ° t . r 4 r. ,� - Q "y� -f � .:rt,/ ^?. f(�- +. 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