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HomeMy WebLinkAboutSDP200800125 Plan - Approved 2010-03-26PAVI IONS AT PANTOPS PHAS III 11"1111 1`11i I I''IC FINAL .•\ ISITE PLAN AUGUST 4 2008 (11 RIVER FRANKLIN BROADUS CHURCH CASCADDA %a HYLAND RIDGE arch' ASHCROFT N SITE VICINITY MAP SCALE: 1" = 2000' ALBERMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS INDEX OF SHEETS SPACE AND 1 OF COMMUNITY DEVELO MENT ("ON CHARLOTTESVILLE, VA 22911 DRAWING C-1 NO. SHEET N0, 1 OF 27 TITLE COVER SHEET TTN: CHARLES ARMSTRONG OWNER: NORTH PANTOPS, L.L.C. C-2 2 OF 27 GENERAL NOTES CHARLOTTESVILLE, VA 22911 INSPECTIONSARB (434)979-8181 C-3 3 OF 27 LEGEND, TYPICAL SECTIONS & DETAILS DEPARTMENT OF FIRE & SCUE 56 CHARLOTTESVILLE VA 22901 C-4 4 OF 27 EXISTING CONDITIONS & DEMOLITION PLAN TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: VIRGINIA DEPARTMENT OF TRANSPORTATION C -4A 4A OF 27 PHASING PLAN (OMMITED FOR ACSA SUBMISSION) HEALTH DEPARTMENT N VERTICAL DATUM: C-5 5 OF 27 OVERALL PLAN MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: C-6 6 OF 27 SITE PLAN EiiSTING USE: VACANT 'S: DOSED USE: C-7 7 OF 27 SITE PLAN 202 spaces IMPERVIOUS AREA = 4.28 ACRES (26.63%) C-8 8 OF 27 SITE PLAN C-9 9 OF 27 SITE PLAN 137 25.80 ac 12.67 ac (49.119/6) C-10 10 OF 27 ROAD PROFILES 0.74 ac (6.78%) 2.03 ac 345 spaces C-11 11 OF 27 ROAD PROFILES AND TENNIS COURT DETAILS (31.98%) C-12 12 OF 27 STORM SEWER PROFILES Preliminary C-13 13 OF 27 STORM SEWER PROFILES C-14 14 OF 27 STORM SEWER COMPUTATIONS (OMMITED FOR ACSA SUBMISSION) 129 C-15 15 OF 27 SANITARY SEWER PLAN AND PROFILES 7.72 ac (29.92%) Preliminary Site C-16 16 OF 27 SANITARY SEWER PLAN AND PROFILES C-17 17 OF 27 WATER MAIN PROFILES Plan C-18 18 OF 27 EROSION & SEDIMENT CONTROL PLAN C-19 19 OF 27 EROSION & SEDIMENT CONTROL PLAN C-20 20 OF 27 EROSION & SEDIMENT CONTROL PLAN C-21 21 OF 27 EROSION & SEDIMENT CONTROL PLAN C-22 22 OF 27 EROSION & SEDIMENT CONTROL NARRATIVE ` I ,MITED FOR ACSA SUBMISSION) C-23 23 OF 27 EROSION & SEDIMENT CONTROL DETAILS iOMMITED FOR ACSA SUBMISSION) C-24 24 OF 27 LANDSCAPE PLAN C-25 25 OF 27 LANDSCAPE PLAN C-26 26 OF 27 LANDSCAPE PLAN C-27 27 OF 27 LANDSCAPE PLAN ABBREVIATIONS AFF ABOVE FINISHED FLOOR EX EXISTING R/W RIGHT OF WAY AHD AHEAD FF FINISHED FLOOR SAN SANITARY SEWER ." ARV AIR RELEASE VALVE FH FIRE HYDRANT SO STORM DRAIN ' BC BACK OF CURB FL FLUORIDE SFA SINGLE FAMILY ATTACHED BF BASEMENT FLOOR FOC FACE OF CURB SFD SINGLE FAMILY DETACHED BM BENCH MARK GF GROUND FLOOR SHC SEWER HOUSE CONNECTION BOV BLOW OFF VALVE GALV GALVANIZED SQ SQUARE BRL BUILDING RESTRICTION LINE GV GATE VALVE S.F. SQUARE FEET C/C CENTER TO CENTER HB HORIZONTAL BEND S.S. STAINLESS STEEL C&G CURB & GUTTER HC HANDICAP STA STATION CIP CAST IRON PIPE HDPE HIGH DENSITY POLYETHELENE STD STANDARD r CENTER LINE HK HOOK STL STEEL C.L. CHAIN LINK INV INVERT SW SIDEWALK n CLR CLEAR IPS IRON PIN SET T3A TO BE ABANDONED CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND TBR TO BE REMOVED ° CO CLEAN OUT JB JUNCTION BOX TC TOP OF CURB n CONC CONCRETE LF LINEAR FEET (TH) TOWNHOUSE CP CONTROL POINT LT LEFT TS&V TAPPING SLEEVE & VALVE CY CUBIC YARDS MH MANHOLE TYP TYPICAL '- DTL DETAIL NIC NOT IN CONTRACT UG UNDERGROUND DIA DIAMETER NTS NOT TO SCALE UON UNLESS OTHERWISE NOTED 5 DIM DIMENSION O.C. ON CENTER VAR VARIABLE > DIP DUCTILE IRON PIPE PE POLYETHYLENE WO WALKOUT DU DRIVE UNDER PROP PROPOSED WAT WATER DPLX DUPLEX PS PLANTED STONE FOUND WHC WATER HOUSE CONNECTION - ESMT EASEMENT PVC POLYVINYL CHLORIDE WM WATER METER ` EL ELEVATION RCP- REINFORCED CONCRETE PIPE WT WATERTIGHT ELEC ELECTRIC REQ'D REQUIRED WWF WOVEN WIRE FABRIC EOP EDGE OF PAVEMENT RT RIGHT YDS YARDS L EQPT EQUIPMENT 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK_ 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 3 _ ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ` 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 J NO. I REVISION BY I DATE I N0. I RE 11"1111 1`11i I I''IC FINAL .•\ ISITE PLAN AUGUST 4 2008 (11 RIVER FRANKLIN BROADUS CHURCH CASCADDA %a HYLAND RIDGE arch' ASHCROFT N SITE VICINITY MAP SCALE: 1" = 2000' ALBERMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS SOUTHERN DEVELOPMENT SPACE AND 1 OF COMMUNITY DEVELO MENT ("ON CHARLOTTESVILLE, VA 22911 74 UNITS WITH 1 PLANNING/ZONINGENGINEER GARAGES TTN: CHARLES ARMSTRONG OWNER: NORTH PANTOPS, L.L.C. ALBERMARLE COUNTY, VIRGINIA 195 RIVERBEND DRIVE outside of lot area CHARLOTTESVILLE, VA 22911 INSPECTIONSARB (434)979-8181 ENGINEER: JDATEDEPARTMENT provided DEPARTMENT OF FIRE & SCUE 56 CHARLOTTESVILLE VA 22901 3.33 ac (34.23%) ALBERMARLE COUNTY SERVICE A HORITY 5.76 units/acre TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: VIRGINIA DEPARTMENT OF TRANSPORTATION SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY, INC. JANUARY 4, 2007. HEALTH DEPARTMENT N VERTICAL DATUM: NAVD 88 (MONUMENT JHW0496 AND EXISTING MH) COUNTY, STATE: ALBEMARLE COUNTY, VA NOTES: 1. ** PARKING MODIFICATIONS OF SECTION 4.12.2 (C) TO 2.11 PARKING RATIO APPROVED BY WILLIAM FRITZ, DEPUTY ZONING ADMINISTRATOR PER ELECTRONIC COMMUNICATION WITH KEITH LANCASTER SOUTHERN DEVELOPMENT DATED 02/27/07. 2. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE ARE PROVIDED IN EXISTING STORMWATER MANAGEMENT FACILITIES 1, 2 & 3 FOR LUXOR & NORTH PANTOPS COMMERCIAL (APPROVED WPO 07-78). 3. ALL STREETS, STORM DRAINS, AND STORMWATER MANAGEMENT FACILITIES CONSTRUCTED WITH THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. A TWENTY-NINE FOOT WIDE ACCESS EASEMENT SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 4. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE-STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 5. SOLID WASTE SHALL BE COLLECTED IN DUMPSTER AND PICKED UP BY PRIVATE SERVICE. 6. CRITICAL SLOPE DISTURBANCE WAS APPROVED ON THE PRELIMINARY SITE PLAN FOR PHASE 2 (SDP200600042). 7. WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ACSA. 8. OWNERSHIP TYPE OF THE UNITS IS FEE SIMPLE. jh kVfD M. LENS: Lic. N11494 47,& f' STD Cr SITE DATA: DEVELOPER/APPLICANT: SOUTHERN DEVELOPMENT SPACE AND 1 170 SOUTH PANTOPS DRIVE ("ON CHARLOTTESVILLE, VA 22911 74 UNITS WITH 1 (434)245-0894 GARAGES TTN: CHARLES ARMSTRONG OWNER: NORTH PANTOPS, L.L.C. ALBERMARLE COUNTY, VIRGINIA 195 RIVERBEND DRIVE outside of lot area CHARLOTTESVILLE, VA 22911 DJM (434)979-8181 ENGINEER: WW ASSOCIATES, INC provided 1402 GREENBRIER PLACE 56 CHARLOTTESVILLE VA 22901 3.33 ac (34.23%) 1434) 984-2700 5.76 units/acre TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY, INC. JANUARY 4, 2007. SUPPLEMENTAL SURVEY: WW ASSOCIATES, APRIL 2008. VERTICAL DATUM: NAVD 88 (MONUMENT JHW0496 AND EXISTING MH) COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: RESIDUE TMP 78-12 /ONE: R-6; CLUSTER DESIGNATION EiiSTING USE: VACANT 'S: DOSED USE: SITE AREA = 16.07 ACRES 0.21 ac (1.31%) UNIT COUNT = 81 (TOWNHOMES) 202 spaces IMPERVIOUS AREA = 4.28 ACRES (26.63%) AREA OF OPEN SPACE = 11.79 ACRES (73.37%) YARD REQUIREMENTS: FRONT = 25' *SIDE = 10' REAR = 20' IE: THE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS W COMPLIANCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. MAXIMUM BUILDING HEIGHT: 35' 'v+,'FRSHED RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE ESTIMATED TRAFFIC GENERATION: 537 ADT (ITE TRIP GENERATION) AREA: 16.07 ACRES (700,075.66 SF) PARKING TABULATION GARAGE SPACE AND 1 DRIVEWAY SPACE ("ON LOT") 74 UNITS WITH 1 7 UNITS WITHOUT GARAGES OR DRIVEWAY SPACE JFR, TO ALBERMARLE COUNTY, VIRGINIA PARKING REQUIRED: RESIDENT PARKING **2.11 SPACES UNIT (81x2.11) 171 GUEST PARKIN 1 SPACE4 UNITS (74/4) 15 TOTAL S ACES REQUIRED 192 PARKING PROVIDED: GUEST "SURFACE" PARKING SPACES 39 PARKING SPACES PROVIDED ON LOTS 148 RESIDENT "SURFACE" PARKING SPACES 15 TOTAL PROVIDED SPACES 20 PHASE TABULATION Phase 1 Units Site Area Open Space (ac and %) Area in lots Density Impervious (ac and %) Area in surface Area in roads Parking JFR, TO ALBERMARLE COUNTY, VIRGINIA TITLE: COVER SHEET outside of lot area ASSOCIATES � 020 M PW. ryp'Lbmp.v119 1 %wee: 44.583.6175 . :4x.964.27°° DJM outside of lot area parking (ac and %) (private) provided Phase 2 56 9.73 ac 3.33 ac (34.23%) 3.61 ac 5.76 units/acre 2.79 ac (28.67%) 0.53 ac (5.47%) 0.81 ac 143 spaces (37.10%) Phase 3 81 16.07 ac 9.34 ac (58.12%) 4.64 ac 5.04 units/acre 2.09 ac (13.01 %) 0.21 ac (1.31%) 1.22 ac 202 spaces (28.87%) Total 137 25.80 ac 12.67 ac (49.119/6) 8.25 ac 5.31 units/acre 4.88 ac (18.91%) 0.74 ac (6.78%) 2.03 ac 345 spaces (31.98%) Preliminary Not reported in Site Plan 129 25.80 ac 9.44 ac (36.59%)(33.49%)units/acre 8.64 ac 7.72 ac (29.92%) Preliminary Site 2.31 ac 297 spaces Plan All Pleases mcludmg Phase 1 5.99 units/acre provided 6 units/acre permitted W€ ENGINEERS DESIGNED BY. JJK, To PROJECT: PAVILIONS AT PANTOPS PHASE III FINAL SITE PLAN REVISION NUMBER: 4 DRAWN BY. DRAWING NUMBER: C-1 SURVEYORS PLANNERS JFR, TO ALBERMARLE COUNTY, VIRGINIA TITLE: COVER SHEET REVIEWED BY. ASSOCIATES � 020 M PW. ryp'Lbmp.v119 1 %wee: 44.583.6175 . :4x.964.27°° DJM SHEET NUMBER: 1 of 27 WWA NUMBER: 208018.00 FILE NAME: 8018000-COl COV.dw9 SCALE H: AS SHOWN V: NIA DATE: 08-04-08 5Dv ®e -19S 1 2 3 4 N0. ALBEMARLE COUNTY VIRGINIA INDEX OF SHEETS C-1 1 OF 27 COVER SHEET C-2 2 OF 27 GENERAL NOTES C-3 3 OF 27 LEGEND, TYPICAL SECTIONS & DETAILS C-4 4 OF 27 EXISTING CONDITIONS & DEMOLITION PLAN C -4A 4A OF 27 PHASING PLAN (OMMITED FOR ACSA SUBMISSION) C-5 5 OF 27 OVERALL PLAN C-6 6 OF 27 SITE PLAN C-7 7 OF 27 SITE PLAN C-8 8 OF 27 SITE PLAN C-9 9 OF 27 SITE PLAN C-10 10 OF 27 ROAD PROFILES C-11 11 OF 27 ROAD PROFILES AND TENNIS COURT DETAILS C-12 12 OF 27 STORM SEWER PROFILES C-13 13 OF 27 STORM SEWER PROFILES C-14 14 OF 27 STORM SEWER COMPUTATIONS (OMMITED FOR ACSA SUBMISSION) C-15 15 OF 27 SANITARY SEWER PLAN AND PROFILES C-16 16 OF 27 SANITARY SEWER PLAN AND PROFILES C-17 17 OF 27 WATER MAIN PROFILES C-18 18 OF 27 EROSION & SEDIMENT CONTROL PLAN C-19 19 OF 27 EROSION & SEDIMENT CONTROL PLAN C-20 20 OF 27 EROSION & SEDIMENT CONTROL PLAN C-21 21 OF 27 EROSION & SEDIMENT CONTROL PLAN C-22 22 OF 27 EROSION & SEDIMENT CONTROL NARRATIVE (OMMITED FOR ACSA SUBMISSION) C-23 23 OF 27 EROSION & SEDIMENT CONTROL DETAILS (OMMVTED FOR ACSA SUBMISSION) C-24 24 OF 27 LANDSCAPE PLAN C-25 25 OF 27 LANDSCAPE PLAN C-26 26 OF 27 LANDSCAPE PLAN C-27 27 OF 27 LANDSCAPE PLAN CMP CORRUGATED METAL PIPE ABBREVIATIONS AFF ABOVE FINISHED FLOOR EX EXISTING R/W RIGHT OF WAY AHD AHEAD FF FINISHED FLOOR SAN SANITARY SEWER ARV AIR RELEASE VALVE FH FIRE HYDRANT SD STORM DRAIN BC BACK OF CURB FL FLUORIDE SFA SINGLE FAMILY ATTACHED BF BASEMENT FLOOR FOC FACE OF CURB SFD SINGLE FAMILY DETACHED BM BENCH MARK GF GROUND FLOOR SHC SEWER HOUSE CONNECTION BOV BLOW OFF VALVE GALV GALVANIZED SQ SQUARE BRL BUILDING RESTRICTION LINE GV GATE VALVE S.F. SQUARE FEET C/C CENTER TO CENTER HB HORIZONTAL BEND S.S. STAINLESS STEEL C&G CURB & GUTTER HC HANDICAP STA STATION CIP CAST IRON PIPE HDPE HIGH DENSITY POLYETHELENE STD STANDARD rt CENTER LINE HK HOOK STL STEEL C.L. CHAIN LINK INV INVERT SW SIDEWALK CLR CLEAR IPS IRON PIN SET TBA TO BE ABANDONED CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND TBR TO BE REMOVED CO CLEAN OUT JB JUNCTION BOX TC TOP OF CURB CONC CONCRETE LF LINEAR FEET (TH) TOWNHOUSE CP CONTROL POINT LT LEFT TS&V TAPPING SLEEVE & VALVE CY CUBIC YARDS MH MANHOLE TYP TYPICAL DTL DETAIL NIC NOT IN CONTRACT UG UNDERGROUND DIA DIAMETER NTS NOT TO SCALE UON UNLESS OTHERWISE NOTED DIM DIMENSION O.C. ON CENTER VAR VARIABLE DIP DUCTILE IRON PIPE PE POLYETHYLENE WO WALKOUT DU DRIVE UNDER PROP PROPOSED WAT WATER DPLX DUPLEX PS PLANTED STONE FOUND WHC WATER HOUSE CONNECTION ESMT EASEMENT PVC POLYVINYL CHLORIDE WM WATER METER EL ELEVATION RCP REINFORCED CONCRETE PIPE WT WATERTIGHT ELEC ELECTRIC REQ'D REQUIRED WWF WOVEN WIRE FABRIC EDP EDGE OF PAVEMENT RT RIGHT YDS YARDS EQPT EQUIPMENT ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 ADDRESSED VOOT AND ACSA COMMENTS JJK 11/26/08 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 'ESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 DATE I N0, FINAL SITE PLAN .A AUGUST C I USI 'I , 2008 RIVER FRANKLIN BROADUS CHURCH CASCADIA u HYLAND RIDGE N ASHCROFi ° SITE VICINITY MAP SCALE: 1" = 2000' ALBERMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT NOTES: 1. ** PARKING MODIFICATIONS OF SECTION 4.12.2 (C) TO 2.11 PARKING RATIO APPROVED BY WILLIAM FRITZ, DEPUTY ZONING ADMINISTRATOR PER ELECTRONIC COMMUNICATION WITH KEITH LANCASTER SOUTHERN DEVELOPMENT DATED 02/27/07. 2. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE SITE ARE PROVIDED IN EXISTING STORMWATER MANAGEMENT FACILITIES 1, 2 & 3 FOR LUXOR & NORTH PANTOPS COMMERCIAL (APPROVED WPO 07-78). 3. ALL STREETS, STORM DRAINS, AND STORMWATER MANAGEMENT FACILITIES CONSTRUCTED WITH THIS PLAN SHALL BE PRIVATELY OWNED AND MAINTAINED. A TWENTY-NINE FOOT WIDE ACCESS EASEMENT SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. 4. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE-STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 5. SOLID WASTE SHALL BE COLLECTED IN DUMPSTER AND PICKED UP BY PRIVATE SERVICE. 6. CRITICAL SLOPE DISTURBANCE WAS APPROVED ON THE PRELIMINARY SITE PLAN FOR PHASE 2 (SDP200600042). 7. WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ACSA 8. OWNERSHIP TYPE OF THE UNITS IS FEE SIMPLE. ,'CH Lic. No. 11484 SSrONAL EAG SITE DATA: DEVELOPER/APPLICANT: SOUTHERN DEVELOPMENT **2.11 SPACES UNIT (81x2.11) 170 SOUTH PANTOPS DRIVE GUEST PARKIN CHARLOTTESVILLE, VA 22911 1 SPACE/4 UNITS (74/4) (434)245-0894 TOTAL SPACES REQUIRED TTN: CHARLES ARMSTRONG OWNER: NORTH PANTOPS, L.L.C. PARKING SPACES PROVIDED ON LOTS 195 RIVERBEND DRIVE RESIDENT "SURFACE" PARKING SPACES CHARLOTTESVILLE, VA 22911 TOTAL PROVIDED SPACES (434)979-8181 ENGINEER: WW ASSOCIATES, INC provided 1402 GREENBRIER PLACE 56 CHARLOTTESVILLE VA 22901 3.33 ac (434) 984-2700 5.76 units/acre TTN: DAVID M. JENSEN, P.E. SOURCE OF BOUNDARY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY, INC. JANUARY 4, 2007. SUPPLEMENTAL SURVEY: WW ASSOCIATES, APRIL 2008. VERTICAL DATUM: NAVD 88 (MONUMENT #HW0496 AND EXISTING MH) COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: RESIDUE TMP 78-12 ZONE: R-6; CLUSTER DESIGNATION EXISTING USE: VACANT P"OFOSED USE: SITE AREA = 16.07 ACRES 0.21 ac (1.31%) UNIT COUNT = 81 (TOWNHOMES) 202 spaces IMPERVIOUS AREA = 4.28 ACRES (26.63%) AREA OF OPEN SPACE = 11.79 ACRES (73.37%) YARD REQUIREMENTS: FRONT = 25' *SIDE = 10' REAR = 20' *NOTE THE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS IN COMPLIANCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. MAXIMUM BUILDING HEIGHT: 35' W.':TERSHED RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE ESTIMATED TRAFFIC GENERATION: 537 ADT (ITE TRIP GENERATION) AREA: 16.07 ACRES (700,075.66 SF) PARKING TABULATION 74 UNITS WITH 1 GARAGE SPACE AND 1 DRIVEWAY SPACE ("ON LOT") 7 UNITS WITHOUT GARAGES OR DRIVEWAY SPACE PARKING REQUIRED: RESIDENT PARKING "Outside of lot area Phase 1 **2.11 SPACES UNIT (81x2.11) 171 GUEST PARKIN Area in lots 1 SPACE/4 UNITS (74/4) 15 TOTAL SPACES REQUIRED 192 PARKING PROVIDED: GUEST "SURFACE" PARKING SPACES 39 PARKING SPACES PROVIDED ON LOTS 148 RESIDENT "SURFACE" PARKING SPACES 15 TOTAL PROVIDED SPACES 202 PHASE TABULATION "Outside of lot area Phase 1 Units Site Area Open Space (ac Area in lots Density Impervious Area in surface Area in roads Parking SHEET NUMBER: IOf 27 WWA NUMBER: 208018.00 FILE NAME: 80180OC-COI COV.dwg and %)* DATE: 08_04_08 (ac and %)* parking (ac and %) (private) provided Phase 2 56 9.73 ac 3.33 ac 3.61 ac 5.76 units/acre 2.79 ac 0.53 ac (5.47%) 0.81 ac 143 spaces (34.23%) (37.10%) (28 67%) Phase 3 81 16.07 ac 934 ac - --- 4.64 ac 5.04 units/acre 2.09 ac 0.21 ac (1.31%) 1.22 ac 202 spaces (58.12%) (28.87%) (13.01%) Total 137 25.80 ac 12.67 ac 8.25 ac 5.31 units/acre 4.88 ac 0.74 ac (6.78%) 2.03 ac 345 spaces (49.11%) (31.98%) (18.91%) Preliminary Not reported in Site Plan 129 25.80 ac 9.44 ac 8.64 ac 5.00 units/acre 7.72 ac Preliminary Site 2.31 ac 297 spaces (36.59% (33.49%) (29 92%) Plan All Phases including "Outside of lot area Phase 1 5.99 units/acre provided 6 units/acre permitted ENGINEERS SURVEYORS PLANNERS kSSOCIATES Ma 4119 1.2._rirPl,w mn.4,Vn264M LN k. VA x991 ab: 4asazsm eeon<494.9e4.x,°o DESIGNED BY: JJK, To PROJECT: PAVILIONS AT PANTOPS PHASE III FINAL SITE PLAN ALBERMARLE COUNTY. WRGINI4 REVISION NUMBER: 4 DRAWN eY: JFR, To DRAWING NUMBER: C-1 TITLE: COVER SHEET "'(p' V 5.7 REVIEWED BY: DJM SHEET NUMBER: IOf 27 WWA NUMBER: 208018.00 FILE NAME: 80180OC-COI COV.dwg SCALE: V: NIA SHOWN DATE: 08_04_08 AL13EMARLE COUNTY FINAL PLAN NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 9. ALL EXCAVATION OF UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY FINAL PLANS NOTES GENERAL CONSTRUCTION NOTES FOR STREETS (THIS UST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THERE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 4.0 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY UNE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B. OR C), 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO DVOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY FINAL PLANS NOTES GENERAL ONSTR TION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ALBEMARLE COUNTY FINAL PLANS NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (CONT.) 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13-301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00A.M. TO 9:OOP.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT BOLES/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE UME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT BOLES/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLECOUNTY FINAI PIANS NOTES GENERAL CONSTR TION NOTES FOR STORMWATER MANAGEMENT PLANS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY ENGINEERING NOTES GENERAL -0NSTRU TION NOTES FOR PRIVATE ROAD 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF TRANSPORTATION (V%. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIRE EN OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5661) 4B HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. A REMAR F COUNTY ENGINEERING NOTES GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS (CONT 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROAD BED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULT SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SSOOIL CBR OF 4.0 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGNER ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE 10 E ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH. LOCATION AND APPROPRI, UUANUNAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR(4)) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND R&WAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B, OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABIUZATION MAT LINED DITCH MAY BE REQUIRED TO STABIUZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO 'ALBERMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN THE APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULARTORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEWED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS CR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AL13EMARLE COUNTY ENGINEERING NOTES GENERAL CONSTR TION NOTES FOR SITE PAN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY I CONNECTION TO ANY EXISTING ROAD, .A PEF AS DRAWN MAY NOT ACCURATELY ANY DISCREPANCIES OCCUR THE 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY [DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY INN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE CURRENT VERSION OF THE MRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK AREA PROTECTION MANUAL 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED, SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC SHALL WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL•ASTM D 2487, CLASSIFICATION GW, GP, SW, SP NTH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. THE CONTRACTOR SHALL USE SELECT MATERIAL: UNDER BUILDINGS, STRUCTURES, PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES. CONTRACTOR SHALL USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. THE MATERIAL SHALL BE PLACED IN MAXIMUM 6' LIFTS. 3. THE CONTRACTOR SHALL USE COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL GENERAL NOTES (CONT) 4. THE STRUCTURE TOPS SHALL BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHT-OF-WAY SHALL BE PRIVATELY OWNED AND MAINTAINED. 7. THE CONTRACTOR SHALL VERIFY THAT, ALL UTIUTIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. B. PROPOSED UNDERGROUND UTIUTIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS SHALL BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS SHALL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 15. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY UES IN ZONE "C" ON FEMA FIRM MAP 51003CO287D, DATED FEBRUARY 9, 2005. 16. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 17. THE CONTRACTOR SHALL VERIFY ALL UTIUTY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 18. DATUM FOR ALL ELEVATIONS SHOWN IN NATONAL GEODETIC SURVEY. 19. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THP OWNER. 20. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY AL13EMARLE COUNTY SERACE AUTHORITY INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, A-E ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT ONES, SERVICE LATERALS AND WATER LINES, ETC. S. ALL WATER AND SEWER APPURTENANCES SHALL BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY' (1-800-552-7001). B. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTIUTIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTIUTIES, CONTRACTOR SHALL VERIFY HORIZONTAL/VERTICAL LOCATION AND SIZE AT ALL CONNECTIONS WTH EXISTNG UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES OR MATERIALS. 3. ALL BLASTNG REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 4. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWNGS. 5. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. UTILITY NOTES (CONT) 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE NTH VDOT SPECIFICATION 219. 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTIUTIES SHALL BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITES. 11. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER ONES AND SANITARY SEWER ONES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. ROADWAY CONSTRUCTION NOTES (PRIVATE ROADS) 1. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2 STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE GEOTECHNICAL ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS 'A3' UNLESS SPECIFIED OTHERWISE. S. ALL BITUMINOUS SURFACE SHALL BE VDOT TYPE SM -9.5A UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES SHALL BE VDOT TYPE BM -25.0 UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR SHALL GRIND OR MILL EXISTNG PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN OMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PR VATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED AS NECESSARY TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS SHALL HAVE HANDRAILS ON BOTH SIDES. 9. THE CONTRACTOR SHALL VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, THE CONTRACTOR SHALL CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. COORDINATION NOTES: 1. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. THE CONTRACTOR SHALL NOTIFY THE HOLDER OF SAID EASEMENT ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED NTH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR SHALL CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR SHALL VERIFY THAT THE RELOCATION OF ALL EXISTING UTIUTIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTIUTY POLES. 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 DESIGNED BY: PROJECT: REVISION NUMBER: LTH OF _ 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 �y1F+1' JJK, To PAVILIONS AT PANTOPS PHASE 111 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10109109 ('f ENGINEERS DRAWN BY: 4 ° Q1FINAL SITE PLAN 4 ADDRESSED RINSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 U y , SURVEYORS JFR To ALBERM4RLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID 41. SEN PLANNERS TITLE: q Lic. No. 11484 a REVIEWED BY. GENERAL NOTES ASSOCIATES DJM 3 ►o C-2 �(0 = 0M4Nv umomumnm SHEET NUMBER: G��w e veaeox ee.wmws. vA use, WWA NUMBER: FILE NAME: SCALE: DATE: c�DNAL B� 434.wzsna exon,. <xssamo 208018.00 801800C -CO2 GEN.dW H: N/A N0. REVISION BY DATE N0. REVISION BY DAiE """""'"'°""�"" 9 V• N 08-04-08 2 Of 27 EXISTING NEW DESCRIPTION • 0 CONTOUR (INDEX AS 590 -500- INDICTED ON SITE PLAN) • 499.50 +995 SPOT ELEVATION NOTES,- OTES:1. - OVERLAND FLOW DIRECTION CV ® �GV HEDGEROW sT � TREE LINE - '� CENTER/EDGE OF STREAM M ® EDGE OF PAVEMENT ------- - ------- PROPERTY LINE DEMOLISH OR ------- BOUNDARY LINE - - -- - - ------- RIGHT-OF-WAY REVERSE CURB -------- BUILDING SETBACK & GUTTER (CG -6R) --- TAX MAP LINE SAN SAN SANITARY SEWER SD �•/} •,a)C� SHRUB 2 Table_] ® STORM SEWER EX 8" WATER W _ WATER LINE OHE -OHE- OVERHEAD ELECTRIC LINE -OHT -OHT- OVERHEAD TELEPHONE LINE -UGE- -UGE- UNDERGROUND ELECTRICAL LINE -UGT -UGT- UNDERGROUND TELEPHONE LINE -GAS -GAS- GAS LINE - FENCE 0 -0 FENCE WITH GATE 0- 0--v -o GUARDRAIL DRAINAGE DIVIDE DECK OUTLINE NEW STORM DRAINAGE STRUCTURE STRUCTURE NUMBER NEW SANITARY STRUCTURE S-1 - STRUCTURE NUMBER NOTES: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. EXISTING NEW DESCRIPTION • 0 WATER METER FH .� FIRE HYDRANT 1R)vv 0 WATER VALVE NOTES,- OTES:1. ADT IBRD CBRT GAS VALVE CV ® �GV SAN SEWER MH STRUCTURE sT � STORM SEWER MH STRUCTURE ja '� CURB DROP INLET M ® DROP INLET CCIO -o SANITARY CLEAN OUT DEMOLISH OR 1* LIGHT POLE G:___3 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR BY USING PERMISSABLE CONSTRUCTION JOINT TELEPHONE POLE WITH REVERSE CURB Sad Sample CBRT RF GUY WIRE & ANCHOR & GUTTER (CG -6R) PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REWIRED BARS ARE TO POWER POLE CURB & GUTTER t TREE - �•/} •,a)C� SHRUB 2 Table_] ® WETLANDS Q IPF WALK-IN IRON PIN FOUND 0 r M OE sm. IXF3 cit W-7 IS USED. 8'-0• Y_C SM, CG -2 ®8" - 12.1 MAX. � 48:1 MAx OR CG -8 20 la"r''1FD Section A•A IXMIEs GRANULAR DRAIN FILL BETWEEN AND BEHIND ANCHORS TRIM CAP WITH CONTINOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) GRANULAR DRAIN FILL BETWEEN AND BEHIND ANCHORS e 1; Jg 1P.1 6s opans. e" LONG t2 c -c PEnMIsslBlc 1 yyy 1P. 1 ,cINNsim ucnaN MMMUM TANGENTPLAN OCY6 TYPICAL PLACEMENT AT INTERSECTION WITH CROSSWALK O0 IPS IRON PIN SET • ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SUP RESISTANT BORING TEST HOLE .w,-wel. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND BENCHMARK BM BM Jeremy Kinney, WW Associates NOTES,- OTES:1. ADT IBRD CBRT RIP -RAP O -A- SIGN POST OF CURB RAMP. MINIMUM CURB RAMP LENGTH a FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. � STRUCTURE EPT 2. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING '- - - -1 FUTURE STRUCTURE CONC.1' SIDEWALK SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE HCV _ NmrbvafHeavy Camnlenel Vehgks (a.g tnwh bwa. ate, with 2o n,me Wmmd6arl,mm t'vw.) /HCV DEMOLISH OR TrvICAL PLACEMENT AT RmDM„q Furor- Relative values oftbe subgeItI ohi ity to whhtn,a mpemed loading SoO supDart vM 9f subBede (55V CBR9 nRP) hidrhwJmemenifproposed..... em des,w p_."ae CewwattunM PavementD ®, Metheel Tmme Mexrequired bmW on Dm,PIADT end 55V_Wwetmee by Appmdmll, ABANDON STRUCTURE 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR BY USING PERMISSABLE CONSTRUCTION JOINT (WITH BUFFER STRIP) REVERSE CURB Sad Sample CBRT RF A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN & GUTTER (CG -6R) PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REWIRED BARS ARE TO CURB & GUTTER Vahe FLOOR MINIMUM CONCRETE COVER a 10' TRANSITION FROM 5 CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND 2 Table_] ® (OR TO) REVERSE WALK-IN CURB & GUTTER 0 r M OE sm. IXF3 cit W-7 IS USED. 8'-0• Y_C SM, CG -2 ®8" - 12.1 MAX. � 48:1 MAx OR CG -8 20 la"r''1FD Section A•A IXMIEs GRANULAR DRAIN FILL BETWEEN AND BEHIND ANCHORS TRIM CAP WITH CONTINOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) GRANULAR DRAIN FILL BETWEEN AND BEHIND ANCHORS e 1; Jg 1P.1 6s opans. e" LONG t2 c -c PEnMIsslBlc 1 yyy 1P. 1 ,cINNsim ucnaN MMMUM TANGENTPLAN OCY6 TYPICAL PLACEMENT AT INTERSECTION WITH CROSSWALK EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE, 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURBS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER, 7. WHEN USED N CONJUNCTION WITH STANDARD CG -3 OR CC -7. THE CURB FACE W THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. S. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PUNS OR AS DIRECTED BY 11HE ENGINEER. 9. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE • WITHIN 11HE RIGHT OF WAY OF A HIGHWAY FACIUTY CROSSES A MRS REGARDLESS OF WHEIHEr SIDEWALK IS EXISTING, OR AS DIRECTED BY THE ENGINEER. AND SHOULD BE DIAGDNAL VARIATION LOCATED BEHIND VEHICLE STOP LINES. 10. EXISTING LIGHT POLE, FIRE HYDRANTS, DROP INLETS. ETC WILL ALSO AFFECT PLACEMENT. Perpendicular Curb Ramp (Access For Mobility Impairments) 3/02 N.T.S. SIX~ VDOT REV 203_05A 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS UK 11/26/08 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 NO. NO. H' CHAIN LINK VDOT STD CI GUARD RAIL - FENCE POST USE STEEL POSTS AND RECYCLED MATERIAL BLOCK OUTS IN ACCORDANCE WITH VDOT SPECIFICATIONS. IPROVIDE FOR DRAINAGE AWAY FROM WALL. (I.E. DRAINAGE SWALE OR IMPERMEABLE SOILS.) - -GRAVEL VDOT STD CG -6 OR it CG -6R WHERE NOTED FABRIC REINFORCED FILL * MINIMUM Y-0" EMBED EN EMBEDMENT. VARIES* _ EMBEDMENT INCREASES WITH INCREASED WALL HEIGHTS, SLOPING COMPACTED GRANULAR BASE PERFORATED FILLS IN FRONT AND OR OPTIONAL CONCRETE SUBDRAIN BEHIND WALL OR LEVELING PAD OUTFALL TO POOR FOUNDATION DAYLIGHT SOILS. RETAINING WALL DETAIL A SCALE: NOT TO SCALE k•• a a •a ':.IMPERMEABLL SOILS.) 1V 1, t� -. •- IIIII,ir!yy��yly�,��� %-�I! 9Kt9eK""ACTE_E� * MINIMUM 3'-0' EDMEN7EMBEDMENT. VARIES* EMBEDMENT INCREASES WITH INCREASED WALL FORATED HEIGHTS, SLOPING COFORATFILLS IN FRONT AND GRANULAR BASE SUBDRAIN BEHIND WALL OR OR OPTIONAL OUTFALL TO POOR FOUNDATION CONCRETE DAYLIGHT SOILS. LEVELING PAD RETAINING WALL DETAIL B SCALE: NOT TO SCALE SEGMENTAL RETAINING WALL NOTES 1. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. WALLS SHALL BE ROCKWOOD CLASSIC 8 UNIT SEGMENTAL RETAINING WALL OR APPROVED EQUAL, COLOR AS SELECTED BY THE OWNER. 2. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 3. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHERP DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 4. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 5. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY. GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 6. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6' MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 7. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL AUGNMENT. S. GRANULAR DRAIN FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. aFfINAH� 100 PERCENTAGE PASSING 3/4 INCH 75-100 NO. 4 0-60 NO. 40 0-50 NO. 200 0-5 9. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM. GC. SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 NO. 4 20-100 NO. 20 0-60 NO. 200 0-30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 10. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 11. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS. 12. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. 13. SEPARATE BUILDING PERMIT REQUIRED AND TO BE OBTAINED BY RETAINING WALL CONTRACTOR. 14. PROVIDE CHAIN LINK SAFETY FENCE. SEE SITE PLAN SHEETS FOR LOCATION. �1yTH OF G DAVID 'MI>D n Lic . No 11484 Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets eased on 2000 VDOT Pavement Ra- n drMe for Sobdrvmm� and Sxoo Ronda b Y mM A Pim View Section B -B Alber vark Date: May I, 2008 • ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SUP RESISTANT Street Name .w,-wel. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND Soinhcrn Devebprient PMre:434-245.0894 USED BY PERSONS WITH MOBILITY IMPAIRMENTS Jeremy Kinney, WW Associates NOTES,- OTES:1. ADT IBRD CBRT PmTetel2 ay tratfie fwthe tmet ee®nent wrogwN, m tica,xd m the setehynhIn Stsat nequi,a,v,ts. ooial cBft AVM.2eofcea;:zB ma nmairaa ymeaaeed the P.vnmmt Lomg,c x. CBftvdee Mtheaeb®Ode wipk, bhmmdtosednspecifmd in the Pavm,mt Deems, GnMe, 1.THIS DESIGN IS TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" RIDE) REQUIRED AT THE TOP YDDTDaermMatQiMs��-rr n OF CURB RAMP. MINIMUM CURB RAMP LENGTH a FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. � i-- EPT 2. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL DETECTABLE WARNING DATE: II CONC.1' SIDEWALK SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE HCV _ NmrbvafHeavy Camnlenel Vehgks (a.g tnwh bwa. ate, with 2o n,me Wmmd6arl,mm t'vw.) /HCV WARNING SHALL BE PROVIDED BY AN EXPOSURE AGGREGRATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. TrvICAL PLACEMENT AT RmDM„q Furor- Relative values oftbe subgeItI ohi ity to whhtn,a mpemed loading SoO supDart vM 9f subBede (55V CBR9 nRP) hidrhwJmemenifproposed..... em des,w p_."ae CewwattunM PavementD ®, Metheel Tmme Mexrequired bmW on Dm,PIADT end 55V_Wwetmee by Appmdmll, INTERSECTION WIN CROSSWALK 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR BY USING PERMISSABLE CONSTRUCTION JOINT (WITH BUFFER STRIP) WITH REWIRED BARS. Sad Sample CBRT RF A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN 810 PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REWIRED BARS ARE TO BE NO. 5 X 8- PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-DEP11H OF RAMP Vahe FLOOR MINIMUM CONCRETE COVER a ' CONTAINER 5 CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE, 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURBS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER, 7. WHEN USED N CONJUNCTION WITH STANDARD CG -3 OR CC -7. THE CURB FACE W THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. S. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PUNS OR AS DIRECTED BY 11HE ENGINEER. 9. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE • WITHIN 11HE RIGHT OF WAY OF A HIGHWAY FACIUTY CROSSES A MRS REGARDLESS OF WHEIHEr SIDEWALK IS EXISTING, OR AS DIRECTED BY THE ENGINEER. AND SHOULD BE DIAGDNAL VARIATION LOCATED BEHIND VEHICLE STOP LINES. 10. EXISTING LIGHT POLE, FIRE HYDRANTS, DROP INLETS. ETC WILL ALSO AFFECT PLACEMENT. Perpendicular Curb Ramp (Access For Mobility Impairments) 3/02 N.T.S. SIX~ VDOT REV 203_05A 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS UK 11/26/08 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 NO. NO. H' CHAIN LINK VDOT STD CI GUARD RAIL - FENCE POST USE STEEL POSTS AND RECYCLED MATERIAL BLOCK OUTS IN ACCORDANCE WITH VDOT SPECIFICATIONS. IPROVIDE FOR DRAINAGE AWAY FROM WALL. (I.E. DRAINAGE SWALE OR IMPERMEABLE SOILS.) - -GRAVEL VDOT STD CG -6 OR it CG -6R WHERE NOTED FABRIC REINFORCED FILL * MINIMUM Y-0" EMBED EN EMBEDMENT. VARIES* _ EMBEDMENT INCREASES WITH INCREASED WALL HEIGHTS, SLOPING COMPACTED GRANULAR BASE PERFORATED FILLS IN FRONT AND OR OPTIONAL CONCRETE SUBDRAIN BEHIND WALL OR LEVELING PAD OUTFALL TO POOR FOUNDATION DAYLIGHT SOILS. RETAINING WALL DETAIL A SCALE: NOT TO SCALE k•• a a •a ':.IMPERMEABLL SOILS.) 1V 1, t� -. •- IIIII,ir!yy��yly�,��� %-�I! 9Kt9eK""ACTE_E� * MINIMUM 3'-0' EDMEN7EMBEDMENT. VARIES* EMBEDMENT INCREASES WITH INCREASED WALL FORATED HEIGHTS, SLOPING COFORATFILLS IN FRONT AND GRANULAR BASE SUBDRAIN BEHIND WALL OR OR OPTIONAL OUTFALL TO POOR FOUNDATION CONCRETE DAYLIGHT SOILS. LEVELING PAD RETAINING WALL DETAIL B SCALE: NOT TO SCALE SEGMENTAL RETAINING WALL NOTES 1. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. WALLS SHALL BE ROCKWOOD CLASSIC 8 UNIT SEGMENTAL RETAINING WALL OR APPROVED EQUAL, COLOR AS SELECTED BY THE OWNER. 2. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 3. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHERP DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 4. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 5. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY. GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 6. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6' MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 7. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL AUGNMENT. S. GRANULAR DRAIN FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. aFfINAH� 100 PERCENTAGE PASSING 3/4 INCH 75-100 NO. 4 0-60 NO. 40 0-50 NO. 200 0-5 9. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM. GC. SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 NO. 4 20-100 NO. 20 0-60 NO. 200 0-30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 10. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 11. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS. 12. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. 13. SEPARATE BUILDING PERMIT REQUIRED AND TO BE OBTAINED BY RETAINING WALL CONTRACTOR. 14. PROVIDE CHAIN LINK SAFETY FENCE. SEE SITE PLAN SHEETS FOR LOCATION. �1yTH OF G DAVID 'MI>D n Lic . No 11484 Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets eased on 2000 VDOT Pavement Ra- n drMe for Sobdrvmm� and Sxoo Ronda b Y mM county Alber vark Date: May I, 2008 Subdivision PeV*Dts Phase III Street Name .w,-wel. Dew1oper Soinhcrn Devebprient PMre:434-245.0894 Fslgieer Jeremy Kinney, WW Associates Phone.: 34 973 5120 ADT IBRD CBRT PmTetel2 ay tratfie fwthe tmet ee®nent wrogwN, m tica,xd m the setehynhIn Stsat nequi,a,v,ts. ooial cBft AVM.2eofcea;:zB ma nmairaa ymeaaeed the P.vnmmt Lomg,c x. CBftvdee Mtheaeb®Ode wipk, bhmmdtosednspecifmd in the Pavm,mt Deems, GnMe, oN,E YDDTDaermMatQiMs��-rr PLANTING ESM'T 5' 6' � i-- EPT FquivJmt pm)sded trMRe DATE: 6' 5' CONC.1' SIDEWALK 80180OC-CO3 DT.dwg HCV _ NmrbvafHeavy Camnlenel Vehgks (a.g tnwh bwa. ate, with 2o n,me Wmmd6arl,mm t'vw.) /HCV Peremlapofthe toWeMc volume mmposeeof xervy C,ma,wreN VdmW.-_�-- RF SSV DP- DR RmDM„q Furor- Relative values oftbe subgeItI ohi ity to whhtn,a mpemed loading SoO supDart vM 9f subBede (55V CBR9 nRP) hidrhwJmemenifproposed..... em des,w p_."ae CewwattunM PavementD ®, Metheel Tmme Mexrequired bmW on Dm,PIADT end 55V_Wwetmee by Appmdmll, CONC. BRIE Sad Sample CBRT RF 1_Presefn ADT- 810 1 0.0 Source Vahe ' CONTAINER 2 Table_] 0.0 WALK-IN r ACCESS ° 4 DME •' - 6" DIAMETER PIPE e, 1 D •' r D •• 1( o 1 5 BOLLARD, CONCRETE FILLED, r - C Avg. CBRT ' ' r . p • . r . P r . p r 4. Des'I Igtt Period _ BELOW GRADE EXTENDINGr . a . •'A'A .� . •'A . Ymrs= Growth Rate (%)= 5 Growth Factor 1 . a PAINT OSHA YELLOW 0 CBRD x RF SWING 1.00 a.o _-_6 A 5 • • FOR GATE CANE BOLTS. PROVIDE TWO I D • 1 • D Des ADT 810 AT EACH GATE IN CLOSED AND OPEN ' POSITION. FIELD VERIFY EXACT LOCATIONS. o r • p 4440 NOTE: [ I(A)Lbutedto Deign ADT<400-&, pa mtmat,Onm,tmnemdthlekm h=APp IVTN AmdB [ I (B)Show pe ement seetbn as devebp d in the Nvc=nt Deagn Guid.I)x (Bas AppeMM n-r-r,eteitir lelb,ii e,M Mkkneae epuNalenq eNee. el Pmm A-' endbi D" -- Description off'roposed Pavement Section Mates[ Notation Thckness,h a axh Surface (2" Surface (SM -9.5A)) 2.00 225 4.50 Base (3"BM-25.OA Bele Ma) 3.00 2.25 6.75 Subbase (6"VDOTNo.21AAggmgoe) 6.00 0.60 3.60 Dp must equal or exceed the Vale of DR. Dp=£(axh)= CONCRETE PAD DESIGN TO WITHSTAND GK SIGNAGE LEGEND ID ITEM SPECIFICATION DESCRIPTION Q STOP SIGN (MUTCD WI -1) STOP RESIDENTIAL SPEED LIMIT SIGN - 25 MPH UR�f (MUTCD R2 -1C) 25 ® PEDESTRIAN CROSSING SIGN (MUTCD W11-2) BLOCK (f SPACE DIRECTIONAL' 24 0 ARROW ® ROAD NAME SIGN (NAME) TR UFFIX SPACE SR 29 Z�TATE ROUTE III SPACE ROAD NAME SPACE ® NO OULU SIGN NU (MUTCD W14-2) OUTLET ® NO PARKING It (MUTCD R8 -3A) C ENGINEERS SURVEYORS PLANNERS ASSOCIATES r0 am.119 IM2 Gr®him Pro Lapbbwa.VA OVId 11 P�Ee' 431SG.6193 4M..VAL9m Pho"e: MN.9H17W .w,-wel. o re PEDESTRIAN ACCESS I w z w �+ PEDESTRIAN ACCESS m ACCESS AND VEGETATIVE o re ALBERAIARLE GOVNN, VIRGINIA 5' 1 7' zPEDESTRIAN a o AND VEGETATIVE PLANTING ESM'T 0- 29'INGRESS GRESS EASEMENT d PLANTING ESM'T 5' 6' 13' FILE NAME: 13' DATE: 6' 5' CONC.1' SIDEWALK 80180OC-CO3 DT.dwg .5' 2' SM -9.5A L • 3.0" BM -25.0 •5' 1' CONC. BRIE SURFACE COURSES BASE COURSE .'A . END LOADING SIDEWALK I 2x -� • I' l:li-OK 2% I .. 2i.--�� II 12"-1 1 6" VDOT NO. 21A AGGREGATE SUBBASE [ STABLE SUBGRADE NOTE: ALL CURB SHALL BE VOOT CG -6 EXCEPT WHERE SPECIFIED AS CG -6R (SPILL -CURB), CG -6R MAY NOT BE INSTALLED WITHIN VDOT RIGHT OF WAY. DETAIL - TYPICAL STREET SECTION NO SCALE SAWCUT 12" HEEL CUT EX.SURFACE NEW SURFACE COURSE COURSE EX. BASE COURSE NEW BASE COURSE EX. AGGREGATE''"' BASE COURSE -�U NEW AGGREGATE BASE COURSE NOTE TACK ALL ASPHALT HORIZONTAL AND VERTICAL SURFACES DETAIL - HEEL CUT NO SCALE 2' 6' 2' 2'1 2" SM -9.5A 7 2R 1A 4' VDOT NO. 21A AGGREGATE SUBBASE DETAIL - TYPICAL ASPHALT TRAIL SECTION NO SCALE NOTE: PROPERTY LINE STARTS BEHIND CG -6 CURB. DETAIL - LOTS 57-60 NO SCALE 5' MIN 4° VDOT A3 - GENERAL CONCRETE 3000 PSI AT 28 DAYS MIN. 4" VDOT N0. 21A AGGREGATE SUBBASE DETAIL - TYPICAL SIDEWALK SECTION NO SCALE Ic- o w �+ PEDESTRIAN ACCESS o AND VEGETATIVE a PLANTING ESM'T ALBERAIARLE GOVNN, VIRGINIA 5' 1 7' .5' CO NC. C-3 7 SIDEWALK NOTE: PROPERTY LINE STARTS BEHIND CG -6 CURB. DETAIL - LOTS 57-60 NO SCALE 5' MIN 4° VDOT A3 - GENERAL CONCRETE 3000 PSI AT 28 DAYS MIN. 4" VDOT N0. 21A AGGREGATE SUBBASE DETAIL - TYPICAL SIDEWALK SECTION NO SCALE -I--'�-+_B" MIN. " `-SEE PLANS 4 VDOT N0. 21A FOR GRADE Ic- o NO SCALE DESIGNED BY: JJK, To 11' REVISION NUMBER: ¢ DRAWN BY: JFR, To ALBERAIARLE GOVNN, VIRGINIA 6" DIAMETER PIPE BOLLARD TITLE: �� �/y��,, LEGEND, TYPICAL SECTIONS & DETAILS `�' .�0 C-3 REVIEWEDIM SHEET NUMBER: r FILE NAME: SCALE: DATE: 208018.00 80180OC-CO3 DT.dwg H. N/A V: NIA CONTAINER ENCLOSURE L • BE DN. 8' HIGH r 10 CUBIC YARD ? BRIE r °•. TOP& .'A . END LOADING ' CONTAINER GATE FOR > ' ; 6'Lx6'Wx7'-8"H 1 a r WALK-IN r ACCESS ° •' 6" DIAMETER PIPE e, 1 D •' r D •• 1( o 1 BOLLARD, CONCRETE FILLED, r C SET IN CONCRETE 3' ' ' r . p • . r . P r . p r BELOW GRADE EXTENDINGr . a . •'A'A .� . •'A . 4' ABOVE GRADE . a PAINT OSHA YELLOW I N 120' D L (D SWING r f f V • u5 � ' Y4" DIAMETER BY1)i" DEEP RECESSES A 5 • • FOR GATE CANE BOLTS. PROVIDE TWO I D • 1 • D AT EACH GATE IN CLOSED AND OPEN ' POSITION. FIELD VERIFY EXACT LOCATIONS. o r • p NOTE: DO NOT PROVIDE LOCKING LATCH. I h.I e, I a r D • DUMPSTER MUST BE ACCESSIBLE AT ALL r . P • r . p r . " r .„ TIMES. DOOR HINGES SHALL BE OF A SIZE CONCRETE PAD DESIGN TO WITHSTAND TO HANDLE DOOR WEIGHT. DOORS SHALL BE CROSS BUCKED. ROOD LBS. SINGLE WHEEL LOADS SEE PLANS FOR GRADE 6"W2.9XW2.9WWR ASPHALT PAVING -I--'�-+_B" MIN. " `-SEE PLANS 4 VDOT N0. 21A FOR GRADE DETAIL - DUMPSTER PAD THICKENED EDGE SLAB NO SCALE DESIGNED BY: JJK, To PROJECT: PAVILIONS AT PANTOPS PHASE III FINAL SITE PLAN REVISION NUMBER: ¢ DRAWN BY: JFR, To ALBERAIARLE GOVNN, VIRGINIA DRAWING NUMBER: TITLE: �� �/y��,, LEGEND, TYPICAL SECTIONS & DETAILS `�' .�0 C-3 REVIEWEDIM SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: 208018.00 80180OC-CO3 DT.dwg H. N/A V: NIA 08-04-08 3 of 27 I _ ' / \ / 1 / ' TMP. CROFT78A-001 I 1 `' nl TMP. , WIL / \ i' I _ TMP. 78E-39 `� TMP. 78E-40 ' _ TMP. TANA78E—ASHCROFT ` / . \T MAN, WILLIAM , TMP. 78E-37— — — — — - TMP. 78E-38 ARTINIAN, PATRICIA PATTERSON, HARREI�L / - -- -- - - - - - — - _ FONTANA _ _ _ _ _ _ - - - - _ DB_693-780_- I ------- /, ER JR. OR WHITING, DAVID R. OR HEATHER K. \ \ MBUS, JAMES J. OR JACQUELYN C. OR SALLY STRZEPEK \ L. OR GINA G.-- — 540'32'14"E 3 ' 3 _ S4927'35"E 760.16' If I y 1 \ \ I \ —1—loH // /A _ , 1i I I I I / / / I \ '0 — ° 1 %moi )°H�°illi I Lo� IT6H�� /LA0 �f1`, / I I / / / 1 / I / / I o u��--]D I I I \ 1 \ I 1 J— off # / 11 \ If �� — / l ly--T l , / I I _ ��— _ H I I I �1 i3H H OW OH I I _ '-� \ \ l \ \ 1 1 I I 1 1 1 1 1 1 1 I / oI ---�-267- k\ \ \ \ \\= \ — I I I ( 08 zs7- � \� l —— I I / )/ / / \ \ \ \ & 1 I / I I I —4 L I,- I-� /\ \ \ / --- --\ \\ \ \ \\ �` < —o w — H o� - oar \ p II 1 \ \ HG V4$-1\95 kill\EXE VOL o BE. CAPPED �1 v v v v v° Tf0 BE Wb, A 24' ND GE ATS $ EXIST.\W L VALVE / / 1 \ 1 1 \ a \ \ JJ' \ AND VALVA OX. SE CONC�ET I 1 � l I •i•: , / A V I I N 1 `�c� / 1 A\\ \ I / ;, F v v / 1 1 i / / / 1 1 1 \ \ \ \ \ \ u• \ \ \ \ o�syt THRb$T BLQCK NOTA AND 8 I \ \ \ _ � •`� / � \ � I I I li 11 I \ \ \ \ \ \ ; \ � \ ' • \� � — — — �E(Narlstl�r °'� � �sor�.-0�1eNE�Tfi�1 u \ SS FA _ \ y. \ \ \ \ \ \ \ \ \ \ \ \ \ \ o \ I \ \ \ \1tXISTJNG-CORk7E `� NC g, I/ 1 1111\\ 1 \\\\ \\ \\ \L\ yL NEW \\ CONMACt.. _ \ \\i \� / `` ----\ \ E 6G; ---- \ \ \ \ \ 000\\ \\\\ \ \\\ \ \� \ \ \ \\\ \'��\\ - -• PAVEM SIN"- \ V\\\\�N\�'\ I \\✓\F \ P� \ \� \\\ \\\ \ \€SIDUE \ t _ \��� \ �,e/ I \\ \ \\ II I I I ON �QF TMP. 78-12, ACRES �^ \✓ 11 II �\\\\ AREA "X") >' � II 1 � \ � -_�� 1 � \ 1 /1 �"� � p• 1�CESS\FASEMA- 1 �I IT I I � I \ \ \\ --� Ex5T.- / MARK b S ORM DRAIN / 14 EXIST. FOREBAY .\ \ A�PNHOLE I I I I \\\\ \\ \\ g (CURRENRY BEING USED \ EI-EV.=497.77 \ +Q. 1}j \ �^ I / / / I I I • \ \ \ \ -\\ \ 1—\ 1 I AS SEDIMENT BASIN) \�, N-66949¢$.$7 / E-r11500666.19II�I bl �.. TMP. 78-12 EXIST. STORMWATER /` / ORTH IPANTOPS TOWNHOUSES LLC I / / 1 I / / Io I DB 2102--281 6 MANAGEMENT DB 2102271 / ES RBU\R�FACILITY yz/ DB 2088-46i/ \ \� / f / . /l \ ' i n / 1 / / / E IQGE I 1 \ \ \ \ N OP'MP, 78_1 Z _0 RI / / ��� /...., ,k.%' l l / I d l - 7 \ z ACRES— �/ / \_ CANT I I 1 I \ \ \ \ \ AL 1 II I \ I \I /End I i I I RK I I TOR M D MA / / / i s / / / / /// 1,-E.V.-.�495.01 / 1 I I I I I I \ \\ \ \ \ \ lE=1jt 0552.0 // 7 /�/ �. I� i /j 1 II 1 I 4V#'' 1 i t r- \ 6 —7 1 JJK 10/31/06 JJK 1 � DAT 10/09/09 SION DW 1 1 / � � J I SAN t' 1 ADDRESSED RWSA AND COUNTY COMMENTS I i 2 ADDRESSED VDOT AND ACSA COMMENTS 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SU r— -9pp, r- 6 —7 1 JJK 10/31/06 JJK 11/26/06 DAT 10/09/09 SION DW 101108110 NO. I— REVISION I BY WR 3\jMP. UE C A PORTIOf� 87�' 5.7) \ACKS f00 / If Now � / I I 000 LEGEND DENOTES REM TO BE DEMOLISHED, ABANDONED OR RECONSTRUCTED. XXX DENOTES ITEM TO BE DEMOLISHED. ;d pG�,j/ j // `. IF THIS DRAWING IS A REDUCTION N DENOTES SLOPE AREAS OF 25% AND GREATER GRAPHIC SCALE MUST BE USED ,�? SCALE: 1" = 5o' NOTES: 1. SEE DRAWING NUMBER C-22 FOR SOIL CLASSIFICATION DESCRIPTIONS. 50' 0 50' DESIGNED BY: PROJECT: REVISION NUMBER: o �PLTH °F b/ JJK, To PAVILIONS AT PANTOPS PHASE 111 4 ENGDdEERS DRAWN BY: FINAL SITE PLAN U , a SURVEYORS JFR To ALBERANRLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. JEN PLANNERS TITLE: Lir. No. li484 REVIEWED BY: EXISTING CONDITIONS & DEMOLITION PLAN,,I _., C-4 ASSOCIATES DJM Nv �°, i�B//Q 241 Mo 4119 lamo,� p; SHEET NUMBER: Lymhb 4r'A'NM3 crer.niq vamvol WWA NUMBER: FILE NAME: SCALE: DATE: Is, EAG 4MSM6t7' '°�""�'°° 208018 H: 1"-50• 08-04-08 4 of 27 DATE --- �� .00 80180OC—CO4 EX.dwg V., N/a I I i IIS I � j ,: ,� ,• /� .,\ % \ ; j j I L %------�� \ `\ \\.• \ / / ' ------ ------------------------------ f 1. i l l \ \ \\ \ \ I I / /• \I 1 1 , 1 1 1 1 1 1 1' / / 1 1 'JAI ! 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'/ , �'I .... � �.. i /� nl I � i i 1111 `; �`�`` __ /" - % \ i'-' /� I\ //illtl A' \ + r Y,<( ✓ II ,�/,::r - _'; '., ,' :/, 'I I I' 1� .\•` - •- _/ / / % \,, i /.'/ / \// 11 i//f/f_"i';i �/' Ill' i�. j1 / jl -� 9 / -•E i /\/ 1 \ i1 \� .`. �•' '�. //..._. �: / // --— '-- r//I '1 I 111 ' ; '• / i �—_._..._.J /I r'n/ w' U li Inlirlliiil % /f '\ •r' � I � ,."/ I lr/ii L' / �': / � __ _ - �� / I v ! __ .��-=--- —__ __ I'/ / r " i/�/.ti j�: �/ / l I r / i 1, ii: '� i i i 1 \\ `` \1 `\ \ '�i / •\ 11 ,/ / 1I/i / 1//ll /II - r ____— / •\ i r 1 i 1/' 1, / �•, 1 /'r✓ 1111'1:1(' i/ -. j� ___�< f,� i,,/.�/ / /r /' 111111 I r I ' µ r I .' � f • "/r/ I I -\.I 1 I 1 I/ 1/ - �"-_ — ✓%n%/, :/,/�: �,:: '.' 'r-I r r I 1 / I \ / PHASE I / \ � `\\ \ \: `\ i''"1' '( /Y � / _� _'__ ='�'` _ ;c%�'%:n::. � i,: '// /,lI .i '•i i I i i i i ' I I \ �� / -- 7It i %� I � /, � /, �...`...\ \ \ � i ' \\ •`�I 1�\\ <` x/ < A, / of ,f— _-� ,�� /' i '/// __ 11.. i ' '1 11 11 i i i I _ II 1 i , v'y 111 / /! ,. L •J \ � / __ — :` ,�,4!f " 1 ' I R ° I ' / l I l ir : ' / 'I�• \ _ v , �_ _ _ ' . 1 1 ' ..•.. ,.i%I + I i I 1 111' ilii �: / �i' '\ .... - ,... /�/ �` ,...1111 1' 1 I / :.../ � / rV -.. �,•'� 1 I -� / j /� / \ •' � ��— _— —�� ///�%�' ( / i -- i1 /���� �/r- � ��\ ' 1 11'1,11'11I'1 1 'v :1�.•PHASE III :• ECREASTI ON� AREA) I 1, 77 /f :'� / % �� � / _ _ --._ - _. _--..- L .•...sem f;-.��--/r( A' � / \ q1I: 1 \� I. �r"� tI \ 1 I I 1�, /� � /ir" i PHA, SE II \ PHASE BOUNDARY -91 Lpj --------------- i 6 1 1 , I % .l J IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED \' SCALE: 1" = 100' \ \,, 100' 0 100' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 DESIGNED Br. PROJECT: REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 ��PyTH OF ` RI % JJK, Ta PAVILIONS AT PANTOPS PHASE 111 _ AV FINAL SITE PLAN 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 O ENGINEERS DRAWN BY: � 1 SURVEYORS ALSERU4RLE COUNTY, WRGINA DRAWING NUMBER: 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 " DAVID M. EN 9 I� PLANNERS JfR TO TITLE: ,a No. 114 ASSOCIATES Dim REwEwED PHASING PLAN 3 •\0 C-4A �o.r, Ilg�o ��v weo.,lls uoxSHEET NUMBER: E ♦ cmae.F VA flfm MwI� ..YA]°9°I WWA NUMBER: FILE NAME: SCALE: DATE: s IONAL G rmm: w.ers.°I�e em�e: u,.zu.noo H: 1--loo, 4A Of 27 N0. REVISION BY DATE NO. REVISION BY DATE s NAL ^'"'208018.00 8018000—004O PHASE.dwg V. N A 08-04-08 TMP. 78E-36 \/ �\ TMP. 78E-38 O•M TAN, WILLIAM/` TMP. 78E-37- — — — — — — — -- \ I, -TURNER JR. OR WHITING, DAVID R. OR HEATHER K. IAMBUS, JAMES J. OR JACQUELYN C. ------`---------= �, MARGARET ARLENEL--------------- -- --- - ---- \ ! 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S40 -32-14"E 307,61' I S40'27'35'E 760.16' I I \ \ r \ 1 I 1 l i� f' � 1�I / ' , i, 1i \` I �-�•' \ \.. ! � \ .. \`_ ,�� � \ �\�`` IN 11 11✓' i OHF— 011L ONLP o /DHE/- Dry%—q{ILo oryt-I-4 (o /o o 'on-4bw 0 oN4+�Jfi9—onir oxL onc—oN[—OfiFo—wlE..a1E--0ec_ \ �\� — \ — \ ` ,,,Iy I BA.11'�w- 1� .,.� T_--- \ xi+-cew tT-ar arlc—GxFZ)rE._otl�cTiG`°Hr_'Nc='t1C+6=n'`l�`°°�`axt\�o`` x I \ \ i 1 1 7 "'1� � moi- �{ N�ty+NLt -1 DHE=aH�al¢..1N, oX%oN�'`9XFo \ X 4%! ! i I ry I� ,Ilr I I l 1 - - - - - - � \ T`� \ ®\. \ \ i I� -------- •�-- ''/// 1��_ j i I i I / 1 % 11 1 I 1 1 I I i I ' // // /i (1 \ \\ a,j;/-IF L_� J i--�-_J_ R_I _I 1 ice° I I LLI 11 / / / / \ \ I 1 I 71, \ li I 7 -i. -'r1 _rT�i I +rrwux.wm.rl 4,-.51 ,T-1I\\11I II .. `- ally 1 r1p AAl / // II f:' 1 1 I 1 1 1 r 1 \ , \ \\ `\ \\ `\ \ \ `\ 1 11 1 11 II 1 1, \ I 1 n t, ��a' `\ It // l i/ i r // V. \\ . \ \ \ \ \`\ \\ ` \ \\ \ \\ \\ `\ \ \\ \\ \\' \\� \\\\ A Al \ ( 1 \IN \\6N\\ IN 7W V. f IN I IN III : \ \ \\ \ \ \ \`\ \ \ ``♦ `\ ♦ ♦ \ \ ` \ \ \ ♦\ e \ \♦ \ �- \ ; G� IN IN I \\ �`\ `\\ \\\ `\\ \ `\ \`♦\ \ \\\`\\` \ \\ \ \`\ \ \\AAA\ `\`` ♦ `\\\ `\ `\♦♦ -/4'� .\ \\\ `\ \ro\ �\ \ \` \ \ \\ ♦\ ♦ ` \ `\\ \ \ \ ♦\\; \ i \\ IN \ ..II \1 A` `\ \\ `\ `\ 'Z� TMP. 78 12� / \ \ \, \\ `\ � \ \ 7A ACRES \ \\ 1 \\ \ `` \\\� bd\AREA "X")♦`\\\SIN It\ ` \ \ \` 1 111111 all \` \ `: `\ \ ` \\ / \\\II 11. \ ` \�` \ I I 1 \I / 1 \ tl1 \ \ \ \ \ \ I \ 1\i II II E%ISL.FOREBAY \` .\`\\\ ` \\\\ o `\1\ \I II I II II / II \ 11 I 1j (CURRENTLY BEING USED \` �\ �\ \\\\\\ III 11 11 I AS SEDIMENr BASIN) \ I\ \`\ s ' \ ~ lf-rrr/ 'l-r—r-�'- I \ TMP. 78-12 EXIST. STOR ATER ': i %'/'NORTH iPANTOPS TOWNHOUSES LLC DB 2102-281 MANAGEMENT / / i ,'/ � ' / / '' ' �i DB 2102-271 FACILITY l2 Rk816UE .4" / OB 2088-461/' / ; l II i; / , // /' /�'- i ,"_'gBORT16N�OF iA(P. 78-12 ---ZONED-R<6` // l i i '' ' / %/ / '-"!Z.12 9GRE5 T1SE�_VACANT .,' If I IN I ♦ f r \ 1 / / / \ \ \i\..\ IN i 1 1 I \ \ . . ` \N. 14 .' 1 ;11 1/ / 45 R a` IOt !1 !el L` _ -- -- oAc.-oNL on2�oHc-ollc�oN�orvL oar,—on \ y - ` •� T` ` 4 x v, . [• r ee mr a Imp up -a � lerai mFa fpr T,i ravf � � Imn m �. >$ ec-�'�,{,c �><� kI \ o f V`C}.iy v IN A l\ V AV A II ettxk 1 _ w� ��� - \- \\ `\ W ` \lQf s `Wf lDfY1, IOC ` - IR4j. 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I / \ \\ S - _ --- - _ 1/ 1 \ \ '''\ \� !Of n's \\- I 11nai 1, 171 i I i ' I i i. \ \\ \ \\ \ \ \\ II I i .Ir4I If IY I -` \ sv _ � - - 1� - _ � - — _ � , �\ i I I w II �� � l' L l�I �'II�'� h \� } �Y.�'�\` 1TJI� iLiFl � � ♦\ ____ -- -_-'------ -� • .�f - - / .\ I 1 1 11:1 I I I 1 \ i i /' l / I II i i i r i III 1\ \ � \\ \��\_ - - - ri I1 / I i i'I 111\ \IN IN lorl$ uV 1fO, Wr 1R7 'ice its Ain't i / / / / 1 1 1 11.: I 11 I II 11 \ \ \N\\ \ : \ ``\ IN _\\\ // / / / // `I 1 1 t \ \ \ \ / �','/ /,,,//ij / r / /// /\ \„11'\\\I 111,..\1 \ \ \ I IN rT , jr, / i i` ' / i / / ♦/\\ `\`\\\\ \\`I 1 I I I:I I\ `\\ \\ \ \` \`\, \\\\ \\ `\\ g1 \ \ \ IN `\ I 1 5M6 \ IN `\ R� AN,� RBURY I 1 1 11 tl \ /for 115, / ' / �. �' �[i / / I i $$ \I 11 `\\ \\I \\ \\\ i / / / 4�F ;5 E 'RI9GE 1 1 Ui / rl/ , /'/'/ / / i / .'/' /r ,' / ; / r I r l l `pvr:l /' i / / �'/ / '/'1f/'' ''' / ' /7 /r' r I j I I I 1 If _ - k7 // , f✓ �'�'/ i /,i / /i' /''/,gip %.` O/ / / / / / / : / / / / / I I I I I 1 1 � j I / i it // 4l7j\\ ;,i �� ;,— `\� �\ P--- SE / \ r — — T , /�j/ �S I /• %' ' / ' it / /Y I III /' �j/ l (11 :, d h / 1 I _ / 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 1101.31108 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 N0. I REVISION 1 BY 1 DATE • 11.11 '•�/`-//%;' / /' � I I I I A III � I `>I t'<ti � {� I it 1 I N I 1 1 ( ,Ivni Ifla 'i9y/�•��.m C%',I\ 4", 0\ \ \ \ \ \ \\\ `��\/ i Is�ps,Y��y,I \ k 1 \ \ Y K \ I `\`\\\`\ \\ \ `\ IN IN. \ I \\\ Vc'4111I1� DAVID M. JENSEN 9 Lic. Qo/,,11484 I / {'1 / W�1\ IN --------- ----------- IN IF THIS D G IS A REDUCTION GRAPHIC S ALE MUST BE USED SCALE: 1 I = 50' IN vv A, - v vv v�A �'' 50' 0 50' DESIGNED BY: PROJECT: REVISION NUMBER: WK. To PAVILIONS AT PANTOPS PHASE Ill 4 ENGINEERS DRAWN BY.- FINAL SITE PLAN SURVEYORS JFRTo AL9V?A4U LE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY. OVERALL PLAN C-5 ASSOCIATES DJM -%i SHEET NUMBER: M I%x411Y lmtcmmeaw eMmSCALE: DATE: 11::!`v.,vA264= a. Fklfka ] WWA NUMBER: FILE NAME: Y eauasasve v.,,.:<a.vw.:mo 208018.00 80180OC-CO5 OV.dwg V: NIA 0' 08-04-08 5 Of 27 ww..wvuwcMta.vel N L X FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED BEDDING AS REQUIRED 1 0 PLUG _ 45' MIN 45 T MIN SECTION 1-1 T SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) CU.YD. (FEET) CU.YD. L10 BEND N7535'02"W 25.20' L H T L H T 534'52'47"E 90 2.50 2.50 3.01 0.24 11.26' 521'23'54°E C4 1TO7'23" RT 4" & 6" 45 2.00 2.25 2.60 0.15 11'44'03" LT 100.00' 20.48' 10.28' 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 540'44'49"E 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1 1.66 2.16 2.67 1 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 i `, U -43.46 W y/ / I\ d __ l I I IL -=-7-�EIQ 20' RWSAIWA�TEER ��ApS5 DB859-53 DB7ENT / 42-1 9W -580- I / l I LIM S ON CLEARINGA GRAPING I I j II% \ NEW I 15 RWSA EAEMENT ♦♦'� I I J 1 / / � I I \/ ♦ NEW 5' RWSAIIEASEMEM 11 \..\ r\ ♦/4♦♦♦� I �20 I 1 / I °• j-1-- 1---„ar--t--� --- I I I THRUST BLOCK SEE D8TA4, THIS SHEET ♦ _ i I ♦ I I I Y '\ 1 ♦\♦ I - 1,EB -I- - - I- - - I I tO DECKS PERM COIMCTOR TO PREP4 A SEQUENCE CONSTRUCTKIN D\- r V r -7 I - 1 -e' �" -I - - r - - I - - - g0.- - t = - I _T - - - - r -AT-THE- - MW ITG RW�T'O VWMD-AP-PR�AL CONTACT JUSDN . ♦ \ / �, ( I Ii 9 N -w w�w-w--}•w-w-,-k, I ♦ /� y \ I, I A'� I I 1 w NE 10' RW'9.A EASEMENT LOTS 57-60 WBUR }34_977-2970 (DO 206) - - \ - -\ - - - - _ -__ i �I-i•\\-p- 1 ♦ I.--I--RE A_SI�NTDl�85fl-�3.� q2-195�a8F?A-.��1 1. I _ _..11 1 _ 1- } - .\ l \ 1 \ \ \ - 7_ 1 \ \ I TEST l fIXIST. �0 RWSA WATE E d BZ. , \ �I gUMPSTER P W/ I \ I \ \ / 560 \ 1 t - -\- W_PIT I II EXIS1 24'_ R�YSA WATERMAI1 ,7 .-_-_ TEST 41 �� I BRICK FENN 1 \ 11 1 \ p \ \ \ 62 P \ 10' PRN TE STORM / 1 LI Il 1 '• - j .�" - I'--' __ _t___ A _........ SCREENING. - .rl- -.-- W._.__..-\_.. _- su_ _1 d DRAIN E Mi. TIP.) / \- .1 / I_ /I I I _ _" / ♦ .. .� SEEDTL-\ NEWS'R14 FAS - - - \ .-.'`; � \ \I / 1'--. • I I I 15 • -- r\ 1 41 �1 _ .. \ BRL / �F 1 .ai 7 I BRL \�� " �\ 42 - .. Y-- - -- I �;.,; I R3,IN ESMT. \ '�JI I \ 1� \ 62 61 '60� T 59'---- I ��42� �2 - , 53� \ 540 56� \ \ 58-W - t' - - \ \ \ \ 20'(TYIl� \ \ \ \\ -2 (TY�. CONNECT TO-t-�--' I a \ 1 �pA�;; \ \\T 21 It LOT` .� t LOT �4 L32 OT 65 LOT 66 / I I i ,o LOT 5\T LOT 5� LOT �9 LO \ O =550. C LL rABELL CAE3EL CA ELL CABELL EXIST 8" GV �/ 1 I o_ ��MEE''cINTIR L TBE62 32 GF=550.3� \�M,,1cINTIRE CABELL CABELL (R6V� MCINI REV) I 1 I 10' BP=550.98 GF -550..32 GF -553.32 552.$8, BF=551.98- J3E=a5_0.9t I GF-- 54 F�545.04, GF- 546.04 GF=54Z'm- FF-Ag60.83 BF=551.98 BF=553.98 BF --x44.70 BF=54.570 BF=546.70 8E=54 ` RF=561.83\ FF=56 3 FF�562.83 F-56,.83 FF=560.8: �AlT \FF -5 55 FF=555-5 FF -556^55 FF 55\ \ \1\\ \ \\�570+ A�,k J, t \ ♦� \ .\ \ ` 1 l'l�• \ i 4 \d,.� 10, q \ y u \ u Ias 4 \\ - -- - -- - _ - - �zaoF NOTE: \'/ ,,.�¢ Ac° , � �y� .\ o r \r�y\. \ psn,•♦,,t\ �\\ \y \ � \ t\` 5-\ \ K\N�O�. yf'�.�9S aL'5 oI N \ \ \< ' �'\ ��\\\op s • \\ \ \ \ I hJ PROVIDE CONCRETE THRUST BEHIND TEE. DIMENSIONS FOR THRUST BLOCK: L=11', H=6' ANyr1. WATERLINE SHALL BE CAPPED WITH 24" BLIND FLANGE AT EXISTING 24" TEE INTERSECTION. ` T=5'. /yQ oFOa. Nt0P) I -J 4ox II •I � � I �ae, � � � \ NJ (T1cY0P" ' \ 10 0\,' \ \fit•$' \\ \ E \\ \ ' ��.., ,p \ \a \� F 1 2. THE EXISTING WATERLINE WILL NEED TO BE SHUT DOWN, CAPPED AND PUT BACK INTO SERVICE •.,,. ,09.Ep \ \� '♦ \ \ \ \ \ �'\ y -�. \ ___ La6_7 50� L _ Lqg� t• - r IN A VERY SHORT PERIOD OF TIME. CONTRACTOR WILL COORDINATE WITH RWSA REGARDING THE „ •y P \ „ _ 0 \ \ \\� \ \ \ \'y ��\ \ �9• ��00\� - - - CAPPING OF THE LINE. ONLY RWSA PERSONNEL ARE AUTHORIZED TO OPERATE VALVES ON THE h+ sP� �-\J}A\� 45' END RWSA WATERLINE. IT WILL BE NECESSARY TO EXCAVATE AROUND THE WATERLINE PRIOR TO \ '\ 1h' q �q 9, \ \ \ \ \ �\ y,F06 \5 \\ y �� _ , Cy w w w- w- w w CAPPING IN ORDER TO DETERMINE THE BEST WAY TO DRAIN THE EXISTING WATERLINE, REMOVE , 0 �yPFyo y ' \ \ \ \ \\ \NI r,'Spp ✓ \\ \ \ PT 1 D141 \ \ \ J`QF�'gG�0.�2c''.,',. \ \�;\\y_{2-- THE EXISTING 12" PORTION OF THE WATERLINE AND CAP THE WATERLINE. IT MAY BE NECESSARY \ 'yiv% $4`c^ \ \ `�` \ \ \ \\ \ Fh \ \ '9(- \ - TO INSTALL THRUST COLLARS ON THE EXISTING WATERLINE AND REMOVE PART OR ALL OF THE/y < %1 0 o EXISTING THRUST BLOCK PRIOR TO CAPPING THE WATERLINE. IT MAY BE NECESSARY TO INSTALL \7- ', �La 6<< \ \ \\\ ONE OR MORE I -BEAMS IN THE THRUST BLOCK AS SHOWN ON ACSA DETAIL TD -5. �y ?� �^ y, O o �, \ \ \ \ \ G- y ^ �o�Zo �� \ -7 C98 NP) p \ \ \ \�! tiOoi, F Yn'� \ \ ,' \\ �\ ��EN31\o\ \�� ,\\ F4o r= CONCRETE THRUST BLOCKS \ sem. �� \�' \ \ �`� \ d°g\° > _ L _ _J..' - \ e - I 1 49m I � 47� IWI' V NTS \ \ \ �^ J, Cyo ,no ? >, \ \ \ \ F. - _ _ \ P� \ \�\ \ - \ \ FIG. W-3 NOTES: TD -3.,\ 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE°s \ \a \ \\ \ \ CONNECTION TO THE EXISTING WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT \\I pyo ',\ \ `.,•'o r'o,. \ - 140 \ o. / THE RWSA 18" WATERLINE DURING CONSTRUCTION AND TAPPING. \ \ \ 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF THE WATERLINE PRIOR TO CONNECTING TO THE EXISTING WATER SYSTEM. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. \ \ ':.,`� 3. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE TO GIVEN RWSA PRIOR TO CONNECTING TO co;l THE EXISTING WATER SYSTEM. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE \ \ •.� ```•,, --\ �\ �c^ -$P \\ \ ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE \` , \ \ RWSA GENERAL NOTES ON DRAWING C-17. \ \ `+ p•\ 4. ADEQUATE STRUCTURAL SUPPORT, AS DEEMED NECESSARY BY RWSA, SHALL BE PROVIDED FOR THE EXISTING RWSA WATERLINE DURING THE CONSTRUCTION OF THE PROPOSED SANITARY SEWER. THE -' TRENCH UNDER THE WATERLINE SHALL BE BACKFILLED WITH COMPACTED VDOT #57 STONE TO THE \\ \ 'El Z" \ \ 0 5 G �CURVE TABLE - WINTHROP DRIVE CURVE D0.TA RADIUS I ARCLENGTH TANGENT CHORD LENGTH CHORD BEARING C1 61'01'49"RT 40.00' 42.61' 23.58 4062 St6'OS'56"E UNE TABLE - WINTHROP DRIVE UNE LENGTH BEARING L1 85.74' S14-24'5819 L2 630.67' N4636'50"W L10 36.00' N7535'02"W G �CURVE TABLE - WINTHROP DRIVE CURVE D0.TA RADIUS I ARCLENGTH TANGENT CHORD LENGTH CHORD BEARING C1 61'01'49"RT 40.00' 42.61' 23.58 4062 St6'OS'56"E 1 UNE TABLE - WHIT INGTON DRIVE UNE LENGTH BEARING L3 52.58' 571'26'53°E L4 100.11' 513'18'21"E L5 71.63' S29'29'27"E L6 25.20' 546'3650"E L7 205.94' 546'36'50"E L8 58.12' 534'52'47"E L9 157.20' S46'36'S0"E 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 1 CURVE TABLE - WHNTINGTON DRIVE ADDRESSED VDOT AND ACSA COMMENTS _VK CURVE DELTA ADDRESSED AGENCY 2ND SUBMISSION COMMENTS RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C2 58'08'32" LT 48.00' 48.71' 26.68' 46.65' N4Y22'37"W C3 16'1107 RT 40.00' 11.30' 5.69' 11.26' 521'23'54°E C4 1TO7'23" RT 40.00' 11.95' 6.02' 11.91' S38'03'09°E C5 11'44'03" LT 100.00' 20.48' 10.28' 20.44' N40'44'49"N' C6 11'44'03" RT 100.00' 20.48' 10.28' 20.44' 540'44'49"E 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 1 2 ADDRESSED VDOT AND ACSA COMMENTS _VK 1 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 1 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 0 N0. I REVISION I BY I DATE NO ♦ CONNECT TO ♦: \ , EXIST. 80 GV ♦ `.• 7zO LF TO INTERSECTIEN OF \ \ ViRCINA DRIVE AND ROLK ROAD MAT Ilb � EE - C W C8 S � .� \ \ R'w �w7 ew "wnwan n wq ` \ \ \ �\ may♦ ��"-�� \ / �,� �\\•'. \\\ \ rac_5614 ►- \\ � \ N�ATP OREpET_a -♦♦♦ \ \ X11 SEEpTpN� �y1_�S�FOR\� ♦ ♦ +i . \ . `I �fN ► \ AVID M. 3E4SEN 9 Lic, No. 11484 w -w w w -111+0 (TYP.) 'R -t TW=5554:0 - - I - - - - \ \ - \ \ \ \ EWALK Typ) 4852.. i - - - - - , - - 41II 42II -- 44_II _4Ii II 9II ) \\ 51u II Sg0 51� --4 Rl --LOT-85----LOT-86-LO-T-97 `\LOT 88 \ L�41YT 9� \\LOT �a LOT -91 a LT 92� J -I � I k8T�J3� L6T 9 WO GF 8542. GILL (REV) -WCC GINDEN WO LINDEN 43-t0 GF -545.1 0 \ GF 5470.10 \ GF0=55ND70 Err WO GF =5521'0 \GF�3 LINDEN O\ � �F�5 0� - _ l LI-FF/-54N8INGT9A' LINDEN/KENS.5 _ 8.51 �FP-548.5 \ - - Ffi-542 6 FF- 7 - 543.76 F-=.5.45.76 \ FF -53z- 6 \FF -55076 'fF-552.76 \ FF=55396-� o FF=53z't.76 10, 10, BF=538.66 BF=538.6 $�I BF=532.91-- -BF=533.91- Bf=535':94 "8.�=537.$1 @F=540.�J� Bl' -542.91 M \ BF=543.91 BF=542.91 -- n "o 10'P TW=527.0' ---_\ � \\\ \\ \\ BW=5101 I� - 37 I \II I \\ I \ 42� 438\(TYP) 30 (T \\I I + L J2� 1A 28' (NP) I - --1 -- - -I -- - - -� I- ---- - _ - _ S-- _ _ s 37 �42�- /ter UNIP$lER PAD\W/ \\\ \ <`10' PRIVATE 53 0 INPAD4 ESMT. i• 5 �X BEND `\A \ -bG. NO.�pi\ 00• ` - - - - \ \ \ \ \ - - I- T.0` I ( I 35`14 1 I 38-M 13§84 37 - LOT' 402 LOT `T0 LOT -104- -LOT-105 LO W6- LOT �I�cINTIRE-McINTIRE McINTIRE McINTIRE -N% TIRE -MC,N I ?0� �� GF=SZ4.83 GF--Ti26.83 -G7==528.83 AGF=529.83 GF=$30:83- GF=531 SBF=525.49 _,BF=527.49 BF=529.49 B7-530.49 BF -_531.49 8537 FFi53`5 34 FF=S3Z.34 FF 539.34 FF--�340.T4 FF-lA41 .34 'fF=542. .www X507 R � se\ � 9 ., �_ .. tax � • ra! wr >�.. waw w4 �•. - ,,.�� \ \ -50Z�S THIS DRAWING... IS A REDUCTION '0 �w 7.� \ r - _ - J I - J F - J r GRAPHIC SCALE MUST BE USED I SCALE: 1 " = 20' \ pr w w �4 -234 - -112 0 20' DESIGNED BY: PROJECT: REVISION NUMBER: _rYAd JJK, To PAVILIONS AT PANTOPS PHASE 111 4 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS UFR To ALBERMARLE COUNTY VIR'CINA DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: SITE PLAN 14,\ C-6 DJM WWA NUMBER: FILE NAME: 208018.00 80180OC-CO6 PLAN.dwg ;ALE:DATE: SHEET NUMBER. H. 1 "-20' 08-04-08 6 of 27 V: N A i -- -- -- -- -- -- - -- --�� ° \ � \ ♦ LIM TS,OF CLIA ING do w 6 ♦��♦� \ \ \\\ \ \ \ ♦ \ \ 590 \ \ A -580- - ♦y \ �w.���y �♦ \ \ 2:1 \ \ \ \ 580 -------------- ------ - \ \ \ ♦ \ \ \ \ \ 1 1 1 1' \r 2:1 570 ._-- �\ 570 \ _ - � __-- J-- / 558 rI / D-17 i - DiWN. 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X \\ , , � � ' \ i \ �� 49� I i / 49 '50 ��.5099 gp89 51 �J `� - �i--� ---BRL -� -- <- - -- - I _ >�VV` A, ��'�!\ �A��� --_BRL- ---- r--- -- - 10 -J --�J IB- ,^ l 'A '\�V✓\`CAA` A. AA�A,�\. x.A ..I /\ \ i \' iAl 1V ' �\, i / - -/ - 2 r... / / r- /__ •" , -- •a -f - 1 . rw I . 1 saSfl - i�478 I \ 55� J _ 'C`� J .258 (TYP.) 59 ✓ 1� .: �k.\ \\ x i 1 �� ' '1-' 4� �\ l \\ 11 \ \\ \ \ \ \\ \\ \ 1 +{''�[�y�� w w w -w w w- w j • 'w� � w / w-T5'�DO w w w 7w- \\ 6'F w0 - \ yl �IYF+� 16+7 1�! -9B (TYP) \ \ \ \ N (TYP.)--- -1 - .. ,. Iw .. � I . / ✓/ •::. . -i : � 48� � ` � � _ � \ - - TREEI`N@�AtE) S�N, S\ I\l o `,'E _� 5129 ' LOT'�5 I I LST 96 L T 97 LOT \9 LOT 99'/a LOT 106 LOT 101 �I � 'I / Y L0T�13 LOT 94, C E$WWO LINUt.N LIQ $INGT8�1' Z/INS /SEN$HVGiON �UJ•1 /548 51/ I WO /CAR( 8551 .33REV) GO LISN�D,33 GF0=552.33 ` WGFI--N1554 (33� - GF 594x33 G� \ 555.33 I � I W BF=538.66 BF=538.66 ' BF -538.K 86 I FF=551 .99 - FF=551.99 FF=552.99 TF=554-99- -'o _ FF=554.99 \- FF=5515..929 _ lc o BF�542:T4_ BF�542.14 \BF=543.14 BF=545.14 `� �F=545-1•&\ BF-�546.14�\ -_ s +'tea ft 28' (TYP) 30''(TYP) r1�- ,_ �' !Z _ 44� 28' P)\ \ �(\ ) \ II /AL -- 92_ �� AZ .L_ \\-----L==-J-� L: _� I�'i-�- L__[� J g5 Fi,. 550 - -y i I -BRL I \ I - J -- o \ \ 45p D-32 \ I Ll.l +HP \ ��I , 546 PR FH I ` q \ I %n BRL c 1 3859 13§F4 I 094 - - 464 c- \ / ��� i / \ \\\ W T X195 LOI 10LOT Q7- LOT 408 �AY 109 I/ 1 `L01� 110- D_LOT 111 'LOFT t92 \ � °c cINTIRE lac TIRE -MC1N IRE M iNTIRE cINTIRE (RJM / Mcl TIRE cINT6 (ZYP) °- 1L =529.83 GF- 30:83 GF=531.83 'GF=53.x;83 GF=5.33.83 GF=5 3 GF=538:8.2 McINU.i �'�f3\ \ \ I1 -530.49-BF'531.49 BFs532.49 BF -534.49 33F=534.49 1/ I AF=536.49• BF=537.49 '' - MCINTIRE LOT 'C1 LOT 115 OT 11 I I o--�34D.34 FF=841.39 "FF=542.34 FF=544.3 FF=544.34 I / I 1 FF�546.34 'Ff<5�47.34 BF=547.34 GF=537.3 \GFc1538.83 �+tEINTiRE N Mc NARE (REVI I,I I BF�539_. `-- F= .83 GF -54(.83 r _ - "FF=548.34 B>�239.49 BF=541.4 n BF=541.49 J 1542'P 0 33 ,�n51lII. FA35R!3 . m r n ww m IIRI y w www m m \ N 38M 40 M sa T I 40 (L `tea l'i- BRL 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 N H G M 0 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 '5 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ,�►'` a 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 DAVID M. J o a Lic. N I 0 co°�^4, ;'Rip s p c'ONAL / NO. REVISION BY DATE NO. REVISION BY DATE �°� �..._ �°s• ' v � w . �s.Ts ��V `�\ ; �V' �;1v� t ��1�%v' ;1 � t' <� V A �V A � v v `t 1V � A � V I A `'I - I -�C�• -\ B x56 \ � \ BR)CKBJCy Sr I � ---� V =573 ���-V � ���A �• �h h :y�`� A.� V A A � � AV ` / V A � \ V A A � V A \ Iso''5670 \ \ q SIGN' � ' -LuT" 137 I--GFJ=558.83 \ 1\ BF=556.49 FF=566.34\ �` \✓ A v�v \ vv v V A V 1 1 1 A I i 1 1 LOT 13611I \\ Mc�yV_TIRE J _ GF4.�88893 \ 4 -IJ _4_2=4-1 _ 564,3,4\ \ SLOT 135 +_-- 1\ \ \ \ \ I 1 McINiIRE`Q3 / E' GF=551\ J �\ BFB 552.49\ \ \ JI ? ; FFA=562.34 I `� LUT `1�3 t \ 1\ �Y D-27 \ \I \ \ I 11 11 1 1 1 1 1 1 I I/ IS\IT, \\ I \ \ \\ 1 \\ \\ I I I I I I I I I 53% - i p F=550.49 \ \ I 1 \ 1 \ \ II \ FF -560\34 i� i I II \I i i i I i I 11=547. 3 1 FF -558.4 CURVE TABLE - WINTHROP DRIVE LINE TABLE --WINTHROP DRIVE LINE LENGTH BEARING Li 85.74' S14'24'58"W L2 630.67' N46 -36'50"W L10 36.00' N75'35'02"W CURVE TABLE - WINTHROP DRIVE CURVE DELTA RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C1 61'01'49" RT 40.00' 42.61' 23.58 40.62 Si6'OS'S6"E I 4bT McINTIRE \ L I I I I \ \ LINE TABLE - KEMPTON PUKE D 1g546.49 I 1 I I I I l l j l l l l \ \ LINE LENGTH BEARING BF 71f3% 1 I1 / / FF7z556/34 / 414-11 \\ \ 211 230.54' N43'23'10"E 1 I� r\ 17.6% / /'LOT M5Af11 �41 9 McIN-MRE ( EV) / /`l11I 1{f1111IIII" III I h� \r�r 1 III 1i fIITl I BrE p _ C\ ++\ IF THIS DRAWING IS A RE DUCTIO N F 545149 7-77 BRGRAPHIC SCALE MUST BE USED ___ - WCHLl�hj'SEE/DAVIQ-9 LOT )30 SCALE: 1 20' cV) B/g8543.9If 0 20'r1 ' REVISION NUMBER: DESIGNED BY.,PROJECT: PAVILIONS AT PANTOPS PHASE III 4 ® ENGINEERS DRAWN eK, TO FINAL SITE PLAN y SURVEYORS JFR TO ALSERMARLE COUNTY, VIR61Nw DRAWING NUMBER: a PLANNERS TITLE. "'I"", C-7 REVIEWED BN SITE PLAN .I" ASSOCIATES DJM SHEET NUMBER: .�' Mo 4119 ,wxa.�SCALE: DATE: v cen'"",w,""ii'VA M I PEmr, aia`.VA2M]m2m WWA NUMBER: FILE NAME: H: 1 -20' 70f "Z7 ....„, �:�..� 208018.00 801800C-007 PLAN.dwg V. N/A 08-04-08 woo ME S-ORAW�NGNUNB84\C-6 _ _ _ bra rieAwaiMk w w \ \� \\ \ \ ✓� \ `� \�� \��\ \ \ \�\\=y�.,� `. / \ \� / '.... -`<"S �\ -��.5_ R � �\ �� ... 4A1 I. L w w w-.' w w - m- `w wn pp ` W� FORp� RGDm m • \ \ �o \- - - - Ol OO/'�'0 PT�� w / - > ' - n. o - g w ! % rn a \ \ 1 SEE P-a`I ,� �J' ► \ `\\ `i 73 "\ N N ,� tea -- IL 4- - ON \ _ - =-� 1?+B4 3 13 -_ _ _ _CGS 9'_W+? _c L I \ \ \ \ 1 ' ,,♦ r / / � �� � �\ ��� 6.28 � ---°i _ / - ---- - - I 01D � -z - - BW 21A' \ I \ I \ ✓ X P 4917.77 ' / NV OUT 88 7 _ - _ ABUANC \ \ \ \ \ \ \ 1 I I 1 \ EXIST. 15" RCP - w"--ORRmw 1111 1 - . !:�/ EIST.15" IS K 480 o I 1 \ 1 / ! fro 93 66' \ / P 4947 94 / / / 70 I 4 6.17 II II / it V IN47 78. ' / / ! 1 Ui 480.20. /Ste= 1 I I \ I I / °ate' / NEW STORMWATER T MANAGEMENT FACILITY RQVID� S I - �/'1 IW�1� I ; 11 (�OTHERS) SWM 3 A 18 o i !il r I i / / / WSE = 490.00 a^ C44A7NE EXIST SEDIMENT 1I 1 ' \ \ �REBA( /IJV p6T 459.38 BAST \ I ! E WSEI OT90.0 = 488.2 =49� \ 1 /� § Exls. OR E T Srl ati I N , — J_ E�,f,490.00 4ukw BENCH / ,u700 +,i,,;/E�„�O / — / �-----_�' TOP' 5.01 �P ;, �`.. r / � � - -- --A99-- --- / 490' y” :�"^�. /--'-`^.-��'�� INV 7489.53 \�w / / ' /�/' // --�/' \: -�-. i 'i� / r '.40' ` /moi �/�_ -_ - •�'+-- � IN _� / — — — — — — _ 500—-_-- — -- -- -- - - _ ,.�.;' 'V /' // ----- i5\O ----- -- _--- dMITS OF CLF�IRING & G@AQING / - -� -- -- - /� i i - - ,--------------- —510— __ \ r -- -- - - �- - R. - - - - _- fix_.•/j,'[�J-� - _ } A/ / // r /__-- SEE INSET ON_ -- `\\\A --i --- -_ - _ — DWG. NO. C-9 FOR /',, / �(.S/� ✓ / - -- RECREATION AREAto 00 \ \ \ / I / / i 111►. / '/ / / Ui / / / / / � } //. �� /l;FJ\. =556.0 B1K=334 _ 40 lop 10 XI/—_— '410 =544-. `4 \ \\`V �j j .{;i _ Bw=54 0.0 'Gi. ./.!J`\���''�r' / /ice .�`/ �!W'- � ow to i T548.0 � ,j .�/ / , l l `_/ J / ! / / / ! / / / �. \y \h/,�\.\ /\� y\'\ /Y �/ ♦�-- --__ -_ _ / `---_ loop-- 00 ✓ // /� / go TW=550.0=/ ' /' I GRAPHIC F THIS SCALE MUST WING IS A RBE USED N ,BW546.0 _ / / 14 / — — / / / / SCALE: 1" = 20' o � � _/ =550.0 r� /' / / ' / y BW=550.0 0' 0 20' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 MLMLM DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/28/08 �Pt,TH OF / WK. To PAVILIONS AT PANTOPS PHASE 111 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 fin'/NM i ENGINEERS DRAWN BY: FINAL SITE PLAN 4 O T J To 4 ADDRESSED RIACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 SURVEYORS AUKRAURLE COUNTY, WROIN14 DRAWING NUMBER: DAVID M. BEN v PLANNERS TITLE: n Lie. o.J 1484 REVIEWED BY: SITE PLAN '� C_8 �/ ASSOCIATES DJM !ylo' ((�f�///J%% Mo 4119 rwx a.®bn.ebw SHEET NUM:27 ER: ' 'r•� \��� LymhCu,. vA NIM cw�w", rANw, WWA NUMBER: FILE NAME: SCALE: DATE: REVISION BY DATE N0. REVISION BY DATE DATE- 61 F'NG Nwm.INSt361i5 �..,N9N2]UO 208018.00 801800C-CO8 PLAN.dw H. 1"-20' 08-04-08 8 of LINE TABLE - WHITTINGTON DRIVE LINE LENGTH BEARING L3 52.58' 571'26'53"E L4 100.11' - S13'18'21'E L5 71.63' S29'29'27"E L6 25.20' S46'36'50"E L7 205.94' S46'36'50"E LB 58.12' &34'52'471 L9 157.20' 1 546'36'50"E pp ` W� FORp� RGDm m • \ \ �o \- - - - Ol OO/'�'0 PT�� w / - > ' - n. o - g w ! % rn a \ \ 1 SEE P-a`I ,� �J' ► \ `\\ `i 73 "\ N N ,� tea -- IL 4- - ON \ _ - =-� 1?+B4 3 13 -_ _ _ _CGS 9'_W+? _c L I \ \ \ \ 1 ' ,,♦ r / / � �� � �\ ��� 6.28 � ---°i _ / - ---- - - I 01D � -z - - BW 21A' \ I \ I \ ✓ X P 4917.77 ' / NV OUT 88 7 _ - _ ABUANC \ \ \ \ \ \ \ 1 I I 1 \ EXIST. 15" RCP - w"--ORRmw 1111 1 - . !:�/ EIST.15" IS K 480 o I 1 \ 1 / ! fro 93 66' \ / P 4947 94 / / / 70 I 4 6.17 II II / it V IN47 78. ' / / ! 1 Ui 480.20. /Ste= 1 I I \ I I / °ate' / NEW STORMWATER T MANAGEMENT FACILITY RQVID� S I - �/'1 IW�1� I ; 11 (�OTHERS) SWM 3 A 18 o i !il r I i / / / WSE = 490.00 a^ C44A7NE EXIST SEDIMENT 1I 1 ' \ \ �REBA( /IJV p6T 459.38 BAST \ I ! E WSEI OT90.0 = 488.2 =49� \ 1 /� § Exls. OR E T Srl ati I N , — J_ E�,f,490.00 4ukw BENCH / ,u700 +,i,,;/E�„�O / — / �-----_�' TOP' 5.01 �P ;, �`.. r / � � - -- --A99-- --- / 490' y” :�"^�. /--'-`^.-��'�� INV 7489.53 \�w / / ' /�/' // --�/' \: -�-. i 'i� / r '.40' ` /moi �/�_ -_ - •�'+-- � IN _� / — — — — — — _ 500—-_-- — -- -- -- - - _ ,.�.;' 'V /' // ----- i5\O ----- -- _--- dMITS OF CLF�IRING & G@AQING / - -� -- -- - /� i i - - ,--------------- —510— __ \ r -- -- - - �- - R. - - - - _- fix_.•/j,'[�J-� - _ } A/ / // r /__-- SEE INSET ON_ -- `\\\A --i --- -_ - _ — DWG. NO. C-9 FOR /',, / �(.S/� ✓ / - -- RECREATION AREAto 00 \ \ \ / I / / i 111►. / '/ / / Ui / / / / / � } //. �� /l;FJ\. =556.0 B1K=334 _ 40 lop 10 XI/—_— '410 =544-. `4 \ \\`V �j j .{;i _ Bw=54 0.0 'Gi. ./.!J`\���''�r' / /ice .�`/ �!W'- � ow to i T548.0 � ,j .�/ / , l l `_/ J / ! / / / ! / / / �. \y \h/,�\.\ /\� y\'\ /Y �/ ♦�-- --__ -_ _ / `---_ loop-- 00 ✓ // /� / go TW=550.0=/ ' /' I GRAPHIC F THIS SCALE MUST WING IS A RBE USED N ,BW546.0 _ / / 14 / — — / / / / SCALE: 1" = 20' o � � _/ =550.0 r� /' / / ' / y BW=550.0 0' 0 20' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 MLMLM DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/28/08 �Pt,TH OF / WK. To PAVILIONS AT PANTOPS PHASE 111 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 fin'/NM i ENGINEERS DRAWN BY: FINAL SITE PLAN 4 O T J To 4 ADDRESSED RIACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 SURVEYORS AUKRAURLE COUNTY, WROIN14 DRAWING NUMBER: DAVID M. BEN v PLANNERS TITLE: n Lie. o.J 1484 REVIEWED BY: SITE PLAN '� C_8 �/ ASSOCIATES DJM !ylo' ((�f�///J%% Mo 4119 rwx a.®bn.ebw SHEET NUM:27 ER: ' 'r•� \��� LymhCu,. vA NIM cw�w", rANw, WWA NUMBER: FILE NAME: SCALE: DATE: REVISION BY DATE N0. REVISION BY DATE DATE- 61 F'NG Nwm.INSt361i5 �..,N9N2]UO 208018.00 801800C-CO8 PLAN.dw H. 1"-20' 08-04-08 8 of CURVE TABLE - WHI TINGTON DRIVE CURVE DELTA RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C2 58'08'32" IT 48.00' 48.71' 26.68' 46.65' N4722'37"W C3 1511'07" RT 40.00' 11.30' 5.69' 11.26' S21'23'54"E C4 170723' RT 40.00' 1195' 6.02' 11.91' S38'03'09"E C5 11'4403" LT 100.00' 20.48' 10.28' 20.44' N4T44'49"N C6 11'44'03" RT 100.00' 20.48' 10.28' 20.44' S474449"E pp ` W� FORp� RGDm m • \ \ �o \- - - - Ol OO/'�'0 PT�� w / - > ' - n. o - g w ! % rn a \ \ 1 SEE P-a`I ,� �J' ► \ `\\ `i 73 "\ N N ,� tea -- IL 4- - ON \ _ - =-� 1?+B4 3 13 -_ _ _ _CGS 9'_W+? _c L I \ \ \ \ 1 ' ,,♦ r / / � �� � �\ ��� 6.28 � ---°i _ / - ---- - - I 01D � -z - - BW 21A' \ I \ I \ ✓ X P 4917.77 ' / NV OUT 88 7 _ - _ ABUANC \ \ \ \ \ \ \ 1 I I 1 \ EXIST. 15" RCP - w"--ORRmw 1111 1 - . !:�/ EIST.15" IS K 480 o I 1 \ 1 / ! fro 93 66' \ / P 4947 94 / / / 70 I 4 6.17 II II / it V IN47 78. ' / / ! 1 Ui 480.20. /Ste= 1 I I \ I I / °ate' / NEW STORMWATER T MANAGEMENT FACILITY RQVID� S I - �/'1 IW�1� I ; 11 (�OTHERS) SWM 3 A 18 o i !il r I i / / / WSE = 490.00 a^ C44A7NE EXIST SEDIMENT 1I 1 ' \ \ �REBA( /IJV p6T 459.38 BAST \ I ! E WSEI OT90.0 = 488.2 =49� \ 1 /� § Exls. OR E T Srl ati I N , — J_ E�,f,490.00 4ukw BENCH / ,u700 +,i,,;/E�„�O / — / �-----_�' TOP' 5.01 �P ;, �`.. r / � � - -- --A99-- --- / 490' y” :�"^�. /--'-`^.-��'�� INV 7489.53 \�w / / ' /�/' // --�/' \: -�-. i 'i� / r '.40' ` /moi �/�_ -_ - •�'+-- � IN _� / — — — — — — _ 500—-_-- — -- -- -- - - _ ,.�.;' 'V /' // ----- i5\O ----- -- _--- dMITS OF CLF�IRING & G@AQING / - -� -- -- - /� i i - - ,--------------- —510— __ \ r -- -- - - �- - R. - - - - _- fix_.•/j,'[�J-� - _ } A/ / // r /__-- SEE INSET ON_ -- `\\\A --i --- -_ - _ — DWG. NO. C-9 FOR /',, / �(.S/� ✓ / - -- RECREATION AREAto 00 \ \ \ / I / / i 111►. / '/ / / Ui / / / / / � } //. �� /l;FJ\. =556.0 B1K=334 _ 40 lop 10 XI/—_— '410 =544-. `4 \ \\`V �j j .{;i _ Bw=54 0.0 'Gi. ./.!J`\���''�r' / /ice .�`/ �!W'- � ow to i T548.0 � ,j .�/ / , l l `_/ J / ! / / / ! / / / �. \y \h/,�\.\ /\� y\'\ /Y �/ ♦�-- --__ -_ _ / `---_ loop-- 00 ✓ // /� / go TW=550.0=/ ' /' I GRAPHIC F THIS SCALE MUST WING IS A RBE USED N ,BW546.0 _ / / 14 / — — / / / / SCALE: 1" = 20' o � � _/ =550.0 r� /' / / ' / y BW=550.0 0' 0 20' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 MLMLM DESIGNED BY. PROJECT: REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/28/08 �Pt,TH OF / WK. To PAVILIONS AT PANTOPS PHASE 111 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 fin'/NM i ENGINEERS DRAWN BY: FINAL SITE PLAN 4 O T J To 4 ADDRESSED RIACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 SURVEYORS AUKRAURLE COUNTY, WROIN14 DRAWING NUMBER: DAVID M. BEN v PLANNERS TITLE: n Lie. o.J 1484 REVIEWED BY: SITE PLAN '� C_8 �/ ASSOCIATES DJM !ylo' ((�f�///J%% Mo 4119 rwx a.®bn.ebw SHEET NUM:27 ER: ' 'r•� \��� LymhCu,. vA NIM cw�w", rANw, WWA NUMBER: FILE NAME: SCALE: DATE: REVISION BY DATE N0. REVISION BY DATE DATE- 61 F'NG Nwm.INSt361i5 �..,N9N2]UO 208018.00 801800C-CO8 PLAN.dw H. 1"-20' 08-04-08 8 of =54U.54 ht=041.33 ht=b42..54 Yt=544.3 YY=b44.3� / t b46.J4 T't<b4/.34 '^ GY =53 /. 3 -\\ T"T� -- ) m� / 1 \ - FF=547-34 BFr S"3�4 B -X39.49 183 of GFNA5�4RE �R83 IIS'a I '°L 76X $I / iI I 6 / 1 / III 3 FF -548.34 BF= 41. nBF-541:49 J + 542 / / IBl�TrAcBNRE1( EV I h / �i I �a 77I�T�7In \ -\7 \\ \\ \ \\ II I I 11 3 In`•.n'm's3,6 X36 FFL555�34 ) / I ■ I n� I ISP E DYY �1�LV `7\E "V R� I m, wr�c -•••, Re i- ile� �9 I T 1 1 JI I 11 II I I I 37 b8�a . I � • I � �� � Via: � r}� I � � � ���. 1 � 1 Vill l�I I�I�Ii� � I'��?Irl .� /��ww��JJ. ,e��_-_� i 1 � -� , r 1 •• �� �� lg�ll�a t� �+►. I�� � / /t��`�!� I-"�1 �r�,w� n I���yrli►_J'11 _ r�,� ��� rt _�I`�NI �r. ��� �ir1► � . i'.Z�1 - i���L ' 16�J.! �r II =�R�h'ril7�� 1'i7���`�a ���i�o�: • 1`I� •. �'. ,r.' ,��' �/ .. ��9 'Y I■ ]I, - I WHITTINGTON DRIVE UNE ,• _ `, -��u+". �11 � �.�'11 .� 1 • 1 I 52.58' -- L4 100.11' 513'18'21"E �,-.l...�:,. ., -���� , , . ;_.� ��-�, �� �r� ,�, �., • 9 . _ ,moi -��© � I�..�, �e 71.63' S2T29'27"E L6 w _ �j - / 7 � ��1��9ww��11�w1 19ww���� IwY�•�•nlwwl��w��Y'!!� S46'36'50"E L7 205,94' S46 -36'50"E L8 58.12' S3C52'47"E L9 157.20' S46'36'50"E 5.69' MA[L- KIU>r -. \ / /\ 1 130 i c / TYP 'r - / 10' a 1 � I � _i IN (� ■ I 15 / / / / /o / /I/ i / TW -530.3 UNE TABLE - KEMPTON PLACE B =5 6.1 .: Q8 TY�.) I I fit" - - BEARING 1 - - / x I 3s I z _ �egL -3s� - 40 - - - 41- - 42 - - a -43 / / a5.2 / / / / ♦ I / \ Ia 11 fl �-----�-- ��rl /I /I r-- ,- --- / I� I I Lit 230.54' N43'23'10"E i \ I I. 1 II N /' I// I / i I ' 1 i i m10Y ? 1 \ \/ LMCiN �R ? i i /'; 22' (TYP) 1 AFao.o3 / 4 1/ t0. a / L(�T /� // / / / / / I 2.4z / c FF -530.54 /' / ;/ - LOT 123 OT 1-24 -WT � 25 LOT' '6 / LQ7 1 j7 / LOQ 1 8 i0 1 9 / , / / / / / / �vN`` / O r I I I UNE TABLE - NEWCASTLE COURT I I I McINT��(RE� MciNTIRE MCI R€- M'cINT E/ cINTII�E cINT C M INT) E / 7 / / / / � I UNE LENGTH BEARING 539.63 - 39.53 Gf=S 9.63 6f�34 .63 F-51.63 / g4 63. = 43.�i3 I / / r r / / / / / / ♦ 1 I I I 1 1 �•�•540.29- BF=540.29 BF=54029- F=54'1.2<Y BF�342:12 F=/g431§ F-44.`29 L12 190.50' S4S23'10"W /�L, Y'1 1 I / I FF=550.14 °O�F--550.l4 FF -M.14 F -551 Y4 �� 552.]A/ FF 55,3.14 'F -52(4.1 , FAcll E i r I �3+8� / 'F / =r ///� / TYP / LO�126 I I -- --�'� L�_� /L_�_ _�J/ L� c / I / / ✓ / ` ( \ \ 1 \ \ \ INTIRE G=5 03 J 1 / / v / 0 \ I / I ,10 RAT); STORM ' BF=S 8.69 / / �, , / c RAIN- M1-l(-r7-ap/' / ' /r / / / / \ \\ \ \\ \ \\ \I I i I i \\ �\ \ \ \ \\ FF 38.54 \ \ I \ \ \ \ I / g. k III / I Y / % % I I ' / 6 �� / // // // // / / y / / / / ♦/ / \ \ \ l 1 I l \ \ \ \ I I II V 25 LQI 11� §1 NcINTIRE / I / V / ' ��/ / /� / / / r / / / t♦/ / / / \ I \ 1 \\ 2 /'/' / / l / / I I I 1 \ I I 52.03 1 1 I /FF=57.54/1, r /r // / 1 /• / / / / �' // // / / I. / _-_,__-__- ->•� T// ------ - /� / X520- > L- ---- _ - '0' / r / / - - , 1--r-"� - ••.:.� "/, / cINT E / t- //,••-•/ GF -5 5.0 / J /1 / I TW=540. /' / / /' / /' /' / /' V= 25 .0 / / y0 / / / / / l / / / / / / ♦-�-'NO-T♦t� 8=T � --- _--- ♦�--" / i' / / / ' ' I , / h 13 �• /`3• �' I fFT'53554 J`�.'I i 1 / S // // ' r /' // / / ,i►/ • 9X o � / / / / / / / ♦ /: ♦ _�'ES E,"REN1bVED / r / / / I // - w ---' - �1T- I ( 5 /6.2% ^S //L01 117• // 1 E/V� /McMTiX3-T 41� 5 F 69 j33/54 , Ii / / // / / // /..• 4/: / /". // / // / / / // _ n y✓�_yam i - - _ ;�--I _ - q O i ' - 10 PRNATE'STORM DK4JN P(P.) // / / / ��/ / y/ / / / / / \ /\ % �` �.'1%^ y'� '7r .0 r // // /'I /- / /' 0 /' / / /' / // �o ,�/�•.x � � i _ 7-.( �//�__.-- -- � /// ' ' J �. 212 o / / / -// / i / ..y / / , \ '4 �� .i -' i ��5\-�� �-S��D€T'RIrSThF�WING NUM§6R CF3• / / o / , / / / / /13W -540 (r / _ / / LIAOTS OF CLE1(RIN0& 9RADINGI(TYF1 /mw D 37 - - -04 / ./ ./ / -5 0 / / / / / / / /%/,. 1 So. / /� �� .r . ,�..�_•. / / v ---_ // 10�/ fir /4 •(�//� / / //// / / r/ �/ /' '/ // / /// ' '/ / / / /'t / y♦ / / ' ���/ + is .;...rrw•.w sse•e .. s�w.•w s .G ✓ . // / ,/ / �/ // // , / // 06 G/\,�. �� /i ..\ /F y ♦` / l I '__ --- -/ 3 /+'"/^7• /� 7�i �l•"'f / , / , / / / // / / / /.. _._ � 1 / � \ ./L/ / \/ � mak/ \� sa. .� / � ----- -���On- -=1T-♦��-- / /// / / / / ,//// / / ,/' 5�/' /// // / / // \ -PRQP&ry LNE-530 A", BW=_530,0/ _ - =536.0 j i� _ _BbL=534.0- _ �i j / /' / // / // / / / /.�JQ� / ,< / /Ir SEE INSET Ir'I/I0 R7y UNE/ / PHASE `.B =s4D.o _ 1r - - - - - /' THIS SHEET FOR - _ _ _ / �' / �' v /�Imo.'/.IG_-- 1 '---- RECREATION AREA ,'' , Y,� �1 1� �' x�;1 1 ��� I i i i // i/, i /� '/ / / - -- _ CONNECT TO IX. ASPHALT TRAIL IN 'X/ 1 1 ,1� 11 } o / LINE AND ON GRADE. PROVIDE SMOOTH \ i ,\ 1 +° V I I 1 \ TRANSITION AND POSITIVE DRAINAGE. INSET - RECREATION AREA �\. SCALE: P-30' \\ ��\1�\ \� �\\���� I I III I/ V' ^ ` /1'/,/�',//�- „N/ ^""� w/ / / / x ✓'" ! \ \ _ _\„ i _' /' / ,'/ / / 1) �l // -tlISIF DJSI WING\II{ST A NED CTIOIF THIS DRAWING EDUCTION \ I G PH �CALE MUS! BEI US DSED,GRAPHICSCEE MUST BE UALE: 130'1 - 70 It ___' __- / 'Iol/ O., \,30, G 130' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 PATH OF _ JJK, To PAVILIONS AT PANTOPS PHASE III 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 0 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 / im SURVEYORS JFRTo AL80MARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN r PLANNERS TITLE: 13,. W. 11484 REVIEWED BY SITE PLAN � kC-9 w ASSOCIATES DJAI �' M0 4119 m a. n .n.. SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE' vna:oz_ iay._moi E: DATE : N0. DATE NO. REVISION BY DATE eS7DNAL EAG <�lecrrr•�Islrx �� 9 V: NIA NOTED REVISION BY 208018.00 801800C-009 PLAN.dw 08-04-08 9 of 27 UNE TABLE - WHITTINGTON DRIVE UNE LENGTH BEARING L3 52.58' S71'26'53"E L4 100.11' 513'18'21"E L5 71.63' S2T29'27"E L6 25,10' S46'36'50"E L7 205,94' S46 -36'50"E L8 58.12' S3C52'47"E L9 157.20' S46'36'50"E MA[L- KIU>r -. \ / /\ 1 130 i c / TYP 'r - / 10' a 1 � I � _i IN (� ■ I 15 / / / / /o / /I/ i / TW -530.3 UNE TABLE - KEMPTON PLACE B =5 6.1 .: Q8 TY�.) I I fit" - - BEARING 1 - - / x I 3s I z _ �egL -3s� - 40 - - - 41- - 42 - - a -43 / / a5.2 / / / / ♦ I / \ Ia 11 fl �-----�-- ��rl /I /I r-- ,- --- / I� I I Lit 230.54' N43'23'10"E i \ I I. 1 II N /' I// I / i I ' 1 i i m10Y ? 1 \ \/ LMCiN �R ? i i /'; 22' (TYP) 1 AFao.o3 / 4 1/ t0. a / L(�T /� // / / / / / I 2.4z / c FF -530.54 /' / ;/ - LOT 123 OT 1-24 -WT � 25 LOT' '6 / LQ7 1 j7 / LOQ 1 8 i0 1 9 / , / / / / / / �vN`` / O r I I I UNE TABLE - NEWCASTLE COURT I I I McINT��(RE� MciNTIRE MCI R€- M'cINT E/ cINTII�E cINT C M INT) E / 7 / / / / � I UNE LENGTH BEARING 539.63 - 39.53 Gf=S 9.63 6f�34 .63 F-51.63 / g4 63. = 43.�i3 I / / r r / / / / / / ♦ 1 I I I 1 1 �•�•540.29- BF=540.29 BF=54029- F=54'1.2<Y BF�342:12 F=/g431§ F-44.`29 L12 190.50' S4S23'10"W /�L, Y'1 1 I / I FF=550.14 °O�F--550.l4 FF -M.14 F -551 Y4 �� 552.]A/ FF 55,3.14 'F -52(4.1 , FAcll E i r I �3+8� / 'F / =r ///� / TYP / LO�126 I I -- --�'� L�_� /L_�_ _�J/ L� c / I / / ✓ / ` ( \ \ 1 \ \ \ INTIRE G=5 03 J 1 / / v / 0 \ I / I ,10 RAT); STORM ' BF=S 8.69 / / �, , / c RAIN- M1-l(-r7-ap/' / ' /r / / / / \ \\ \ \\ \ \\ \I I i I i \\ �\ \ \ \ \\ FF 38.54 \ \ I \ \ \ \ I / g. k III / I Y / % % I I ' / 6 �� / // // // // / / y / / / / ♦/ / \ \ \ l 1 I l \ \ \ \ I I II V 25 LQI 11� §1 NcINTIRE / I / V / ' ��/ / /� / / / r / / / t♦/ / / / \ I \ 1 \\ 2 /'/' / / l / / I I I 1 \ I I 52.03 1 1 I /FF=57.54/1, r /r // / 1 /• / / / / �' // // / / I. / _-_,__-__- ->•� T// ------ - /� / X520- > L- ---- _ - '0' / r / / - - , 1--r-"� - ••.:.� "/, / cINT E / t- //,••-•/ GF -5 5.0 / J /1 / I TW=540. /' / / /' / /' /' / /' V= 25 .0 / / y0 / / / / / l / / / / / / ♦-�-'NO-T♦t� 8=T � --- _--- ♦�--" / i' / / / ' ' I , / h 13 �• /`3• �' I fFT'53554 J`�.'I i 1 / S // // ' r /' // / / ,i►/ • 9X o � / / / / / / / ♦ /: ♦ _�'ES E,"REN1bVED / r / / / I // - w ---' - �1T- I ( 5 /6.2% ^S //L01 117• // 1 E/V� /McMTiX3-T 41� 5 F 69 j33/54 , Ii / / // / / // /..• 4/: / /". // / // / / / // _ n y✓�_yam i - - _ ;�--I _ - q O i ' - 10 PRNATE'STORM DK4JN P(P.) // / / / ��/ / y/ / / / / / \ /\ % �` �.'1%^ y'� '7r .0 r // // /'I /- / /' 0 /' / / /' / // �o ,�/�•.x � � i _ 7-.( �//�__.-- -- � /// ' ' J �. 212 o / / / -// / i / ..y / / , \ '4 �� .i -' i ��5\-�� �-S��D€T'RIrSThF�WING NUM§6R CF3• / / o / , / / / / /13W -540 (r / _ / / LIAOTS OF CLE1(RIN0& 9RADINGI(TYF1 /mw D 37 - - -04 / ./ ./ / -5 0 / / / / / / / /%/,. 1 So. / /� �� .r . ,�..�_•. / / v ---_ // 10�/ fir /4 •(�//� / / //// / / r/ �/ /' '/ // / /// ' '/ / / / /'t / y♦ / / ' ���/ + is .;...rrw•.w sse•e .. s�w.•w s .G ✓ . // / ,/ / �/ // // , / // 06 G/\,�. �� /i ..\ /F y ♦` / l I '__ --- -/ 3 /+'"/^7• /� 7�i �l•"'f / , / , / / / // / / / /.. _._ � 1 / � \ ./L/ / \/ � mak/ \� sa. .� / � ----- -���On- -=1T-♦��-- / /// / / / / ,//// / / ,/' 5�/' /// // / / // \ -PRQP&ry LNE-530 A", BW=_530,0/ _ - =536.0 j i� _ _BbL=534.0- _ �i j / /' / // / // / / / /.�JQ� / ,< / /Ir SEE INSET Ir'I/I0 R7y UNE/ / PHASE `.B =s4D.o _ 1r - - - - - /' THIS SHEET FOR - _ _ _ / �' / �' v /�Imo.'/.IG_-- 1 '---- RECREATION AREA ,'' , Y,� �1 1� �' x�;1 1 ��� I i i i // i/, i /� '/ / / - -- _ CONNECT TO IX. ASPHALT TRAIL IN 'X/ 1 1 ,1� 11 } o / LINE AND ON GRADE. PROVIDE SMOOTH \ i ,\ 1 +° V I I 1 \ TRANSITION AND POSITIVE DRAINAGE. INSET - RECREATION AREA �\. SCALE: P-30' \\ ��\1�\ \� �\\���� I I III I/ V' ^ ` /1'/,/�',//�- „N/ ^""� w/ / / / x ✓'" ! \ \ _ _\„ i _' /' / ,'/ / / 1) �l // -tlISIF DJSI WING\II{ST A NED CTIOIF THIS DRAWING EDUCTION \ I G PH �CALE MUS! BEI US DSED,GRAPHICSCEE MUST BE UALE: 130'1 - 70 It ___' __- / 'Iol/ O., \,30, G 130' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 PATH OF _ JJK, To PAVILIONS AT PANTOPS PHASE III 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 0 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 / im SURVEYORS JFRTo AL80MARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN r PLANNERS TITLE: 13,. W. 11484 REVIEWED BY SITE PLAN � kC-9 w ASSOCIATES DJAI �' M0 4119 m a. n .n.. SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE' vna:oz_ iay._moi E: DATE : N0. DATE NO. REVISION BY DATE eS7DNAL EAG <�lecrrr•�Islrx �� 9 V: NIA NOTED REVISION BY 208018.00 801800C-009 PLAN.dw 08-04-08 9 of 27 CURVE TABLE - WHIT INGTON DRIVE CURVE DELTA RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C2 58'08'32- LT 48.00' 48,71' 26.68' 46.65' N4Y2F 7"W C3 16'11'07' RT 40.00' 11,30' 5.69' 11.26' S21' 3'54-E C4 iT07'13" RT 40.00 11.95' 6.02' 11.91' S38 -03-09"E C5 11'44'03" LT 100.00' 20.48' 10.28' 20.44' 1 1,140'44'40N C6 11'44'03" RT 100.00' 20.48' 10.26' 20.44' S4944'49"E MA[L- KIU>r -. \ / /\ 1 130 i c / TYP 'r - / 10' a 1 � I � _i IN (� ■ I 15 / / / / /o / /I/ i / TW -530.3 UNE TABLE - KEMPTON PLACE B =5 6.1 .: Q8 TY�.) I I fit" - - BEARING 1 - - / x I 3s I z _ �egL -3s� - 40 - - - 41- - 42 - - a -43 / / a5.2 / / / / ♦ I / \ Ia 11 fl �-----�-- ��rl /I /I r-- ,- --- / I� I I Lit 230.54' N43'23'10"E i \ I I. 1 II N /' I// I / i I ' 1 i i m10Y ? 1 \ \/ LMCiN �R ? i i /'; 22' (TYP) 1 AFao.o3 / 4 1/ t0. a / L(�T /� // / / / / / I 2.4z / c FF -530.54 /' / ;/ - LOT 123 OT 1-24 -WT � 25 LOT' '6 / LQ7 1 j7 / LOQ 1 8 i0 1 9 / , / / / / / / �vN`` / O r I I I UNE TABLE - NEWCASTLE COURT I I I McINT��(RE� MciNTIRE MCI R€- M'cINT E/ cINTII�E cINT C M INT) E / 7 / / / / � I UNE LENGTH BEARING 539.63 - 39.53 Gf=S 9.63 6f�34 .63 F-51.63 / g4 63. = 43.�i3 I / / r r / / / / / / ♦ 1 I I I 1 1 �•�•540.29- BF=540.29 BF=54029- F=54'1.2<Y BF�342:12 F=/g431§ F-44.`29 L12 190.50' S4S23'10"W /�L, Y'1 1 I / I FF=550.14 °O�F--550.l4 FF -M.14 F -551 Y4 �� 552.]A/ FF 55,3.14 'F -52(4.1 , FAcll E i r I �3+8� / 'F / =r ///� / TYP / LO�126 I I -- --�'� L�_� /L_�_ _�J/ L� c / I / / ✓ / ` ( \ \ 1 \ \ \ INTIRE G=5 03 J 1 / / v / 0 \ I / I ,10 RAT); STORM ' BF=S 8.69 / / �, , / c RAIN- M1-l(-r7-ap/' / ' /r / / / / \ \\ \ \\ \ \\ \I I i I i \\ �\ \ \ \ \\ FF 38.54 \ \ I \ \ \ \ I / g. k III / I Y / % % I I ' / 6 �� / // // // // / / y / / / / ♦/ / \ \ \ l 1 I l \ \ \ \ I I II V 25 LQI 11� §1 NcINTIRE / I / V / ' ��/ / /� / / / r / / / t♦/ / / / \ I \ 1 \\ 2 /'/' / / l / / I I I 1 \ I I 52.03 1 1 I /FF=57.54/1, r /r // / 1 /• / / / / �' // // / / I. / _-_,__-__- ->•� T// ------ - /� / X520- > L- ---- _ - '0' / r / / - - , 1--r-"� - ••.:.� "/, / cINT E / t- //,••-•/ GF -5 5.0 / J /1 / I TW=540. /' / / /' / /' /' / /' V= 25 .0 / / y0 / / / / / l / / / / / / ♦-�-'NO-T♦t� 8=T � --- _--- ♦�--" / i' / / / ' ' I , / h 13 �• /`3• �' I fFT'53554 J`�.'I i 1 / S // // ' r /' // / / ,i►/ • 9X o � / / / / / / / ♦ /: ♦ _�'ES E,"REN1bVED / r / / / I // - w ---' - �1T- I ( 5 /6.2% ^S //L01 117• // 1 E/V� /McMTiX3-T 41� 5 F 69 j33/54 , Ii / / // / / // /..• 4/: / /". // / // / / / // _ n y✓�_yam i - - _ ;�--I _ - q O i ' - 10 PRNATE'STORM DK4JN P(P.) // / / / ��/ / y/ / / / / / \ /\ % �` �.'1%^ y'� '7r .0 r // // /'I /- / /' 0 /' / / /' / // �o ,�/�•.x � � i _ 7-.( �//�__.-- -- � /// ' ' J �. 212 o / / / -// / i / ..y / / , \ '4 �� .i -' i ��5\-�� �-S��D€T'RIrSThF�WING NUM§6R CF3• / / o / , / / / / /13W -540 (r / _ / / LIAOTS OF CLE1(RIN0& 9RADINGI(TYF1 /mw D 37 - - -04 / ./ ./ / -5 0 / / / / / / / /%/,. 1 So. / /� �� .r . ,�..�_•. / / v ---_ // 10�/ fir /4 •(�//� / / //// / / r/ �/ /' '/ // / /// ' '/ / / / /'t / y♦ / / ' ���/ + is .;...rrw•.w sse•e .. s�w.•w s .G ✓ . // / ,/ / �/ // // , / // 06 G/\,�. �� /i ..\ /F y ♦` / l I '__ --- -/ 3 /+'"/^7• /� 7�i �l•"'f / , / , / / / // / / / /.. _._ � 1 / � \ ./L/ / \/ � mak/ \� sa. .� / � ----- -���On- -=1T-♦��-- / /// / / / / ,//// / / ,/' 5�/' /// // / / // \ -PRQP&ry LNE-530 A", BW=_530,0/ _ - =536.0 j i� _ _BbL=534.0- _ �i j / /' / // / // / / / /.�JQ� / ,< / /Ir SEE INSET Ir'I/I0 R7y UNE/ / PHASE `.B =s4D.o _ 1r - - - - - /' THIS SHEET FOR - _ _ _ / �' / �' v /�Imo.'/.IG_-- 1 '---- RECREATION AREA ,'' , Y,� �1 1� �' x�;1 1 ��� I i i i // i/, i /� '/ / / - -- _ CONNECT TO IX. ASPHALT TRAIL IN 'X/ 1 1 ,1� 11 } o / LINE AND ON GRADE. PROVIDE SMOOTH \ i ,\ 1 +° V I I 1 \ TRANSITION AND POSITIVE DRAINAGE. INSET - RECREATION AREA �\. SCALE: P-30' \\ ��\1�\ \� �\\���� I I III I/ V' ^ ` /1'/,/�',//�- „N/ ^""� w/ / / / x ✓'" ! \ \ _ _\„ i _' /' / ,'/ / / 1) �l // -tlISIF DJSI WING\II{ST A NED CTIOIF THIS DRAWING EDUCTION \ I G PH �CALE MUS! BEI US DSED,GRAPHICSCEE MUST BE UALE: 130'1 - 70 It ___' __- / 'Iol/ O., \,30, G 130' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 PATH OF _ JJK, To PAVILIONS AT PANTOPS PHASE III 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 0 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 / im SURVEYORS JFRTo AL80MARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. SEN r PLANNERS TITLE: 13,. W. 11484 REVIEWED BY SITE PLAN � kC-9 w ASSOCIATES DJAI �' M0 4119 m a. n .n.. SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE' vna:oz_ iay._moi E: DATE : N0. DATE NO. REVISION BY DATE eS7DNAL EAG <�lecrrr•�Islrx �� 9 V: NIA NOTED REVISION BY 208018.00 801800C-009 PLAN.dw 08-04-08 9 of 27 DESIGN SPEED=15 MPH POSTED SPEED=10 MPH -- - V] Yy _ pµ It)..- _ - O - m N M M _ __-h M ------- 510 CiH 0 ROAD Z n � / N¢S' PVI 'N M Y Y! V..-_ " vJ '(] - - v>'n ✓, N v„n - ✓, � an N � �(] _ O.� A.D. _ -3.00 - - n Yom' IY(]J � K = 5.00 , -. vc 540 ' = 540 PVI STA 13+70.2 - -. - - _...- ---- /-- -.. z PVI ELEV - 5&647. •. -_ ... _ — _..... -- ul Li _ U U Lu - -_ --- K = 1806.-- . - - - 2. 530 -- LOW POINT ELEV = 503.35 530 108.00 VC .! N CE -ai _ o _- - PVI S 10 47-! = 11+07 -_ -. t - - - - 540 PVI ELI V = 501.85 :..: N o -: 151PNCE ... C.�i / —� — 540 - -. A.D. = 12.00 -. _KCC 15.00 ?n_. EB --- -' - _-- — 530 /r 530 - PROP GRADE 520 - ! v v ®.qROAD 520 EX GRADE g 510 i 0 510 i- N 500 500 lam 490 z t2 490 �o �' .. _ —; o m w €� o — o _ o R.Jt S n DESIGN SPEED=15 MPH POSTED SPEED=10 MPH 520 520 w 510 �IQ ------- 510 0 ROAD Z � / L5 PVI STA = 10+20.50 - - " E 53154 - 500 A.D. _ -3.00 - - n Yom' - K = 5.00 , -. vc 540 ' = 540 490 0 z ul Li _ U U Lu > CJ } . - - - 2. 530 _i __ 530 520 520 w 510 10+00 11+D0 12+00 13+00 14+00 15+00 18+00 17+00 10+00 11+00 WHITTINGTON PEACE NEWCASTLE (PRIVATE) (PRVAT COURT IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT. 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ DESIGNED BY: PROJECT: AT PANTOPS PHASE 111 REVISION NUMBER: �PyTH OF L �= JJK, To 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 DRAWN BY: FINAL SITE PLAN 4 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 (/ c ENGINEERS SURVEYORS JFRTo 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 v 1 v PLANNERS ALBERMARLE COUNTY, VIRGINIA DRAWING NUMBER: M. DAVID lEN Lie. o. 11484 REVIEWED BY. ROAD PROFILES C-10 ASSOCIATES wM 3• 'AOA /� 10 2W� SHEET NUMBER: rom.4us uoxc e�"ems. WWA NUMBER: FILE NAME: SCALE: DATE: FSS7°NAL EAG` ''%'-°,"' f ":U9w z';� 208018.00 801800C -C10 RD PROF.dw H: 1"=50' 08-04-08 10 of 27 NO. REVISION BY DATE NO. REVISION BY DATE 9 V.' 1 "=10' ------- 510 0 ROAD Z � / 500 500 n Yom' 490 490 0 z 10+00 11+D0 12+00 13+00 14+00 15+00 18+00 17+00 10+00 11+00 WHITTINGTON PEACE NEWCASTLE (PRIVATE) (PRVAT COURT IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT. 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ DESIGNED BY: PROJECT: AT PANTOPS PHASE 111 REVISION NUMBER: �PyTH OF L �= JJK, To 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 DRAWN BY: FINAL SITE PLAN 4 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 (/ c ENGINEERS SURVEYORS JFRTo 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 v 1 v PLANNERS ALBERMARLE COUNTY, VIRGINIA DRAWING NUMBER: M. DAVID lEN Lie. o. 11484 REVIEWED BY. ROAD PROFILES C-10 ASSOCIATES wM 3• 'AOA /� 10 2W� SHEET NUMBER: rom.4us uoxc e�"ems. WWA NUMBER: FILE NAME: SCALE: DATE: FSS7°NAL EAG` ''%'-°,"' f ":U9w z';� 208018.00 801800C -C10 RD PROF.dw H: 1"=50' 08-04-08 10 of 27 NO. REVISION BY DATE NO. REVISION BY DATE 9 V.' 1 "=10' V-8 a eau I TENNIS COURT LAYOUT DESIGN SPEED=15 MPH POSTED SPEED=10 MPH Center strap, net 3'-0" high at center-, 3'-8" Top of footing 18 z 3' in plan 111t11> 3'-0" I 1/2" dia. z rod welded Note: Contractor to supply nota, poet, and center straps per space. dl�c -- l —Hese of looting 91-0• 4'-0" i8• s 4' in plan TENNIS COURT NET AND CROSS SECTION DETAILS O^m slope eurfa¢e away ,° O,O Nm ,7 ,� .OV OK from net post MO MIµ MV V1p� M'n TVof footing 029' O. 1� ®® hµ! in plan .00 <M Oi0 peJ <•Y << — M u^"I� Oi< VI� m< t`m N� PVI STA = 11+97.54 p(mI ••see W PVI ELEV 1 •. "I 4l .h :aOMab 4n court 11 K = I 11'I y VMI I ;. paving detail LOW POINT STA. = 10+23 . .,. I 1/a•ala.: 10' I , POINT ELEV m 7V = 547.40 .a sod welder PASTA 16H43 PVI ELEV = .539.92 , a 570 A.D. = 12.00 PVI STA = 11+43.81 9• . PVI STA = 12 87.97 PVI STA = Hale of looting I 1 1 18 z 9' fn plan dl�c -- l —Hese of looting 91-0• 4'-0" i8• s 4' in plan TENNIS COURT NET AND CROSS SECTION DETAILS Fence post L h I I I Finished See court pang 1.-8.. detail DESIGN SPEED=15 MPH POSTED SPEED=10 MPH dia. cone. 2" paint line colored coat Filler coats 1" surface course (VDOT Type S-5 Asphalt) 1 1/2" leveling course (VDOT Type 5-5 Asphalt) Primer 4" base course (VDOT 21A Aggregate) Subbase course (VDOT 209 aggregate as required) Filter1 brit as requref� Compacted subgrade TENNIS COURT PAVING DETAIL �9'Q✓ O^m y. M ,° O,O Nm ,7 ,� .OV OK �m MO MIµ MV V1p� M'n tM0 O. 1� ®® hµ! Vp< YY .00 <M Oi0 peJ <•Y << — M u^"I� Oi< VI� m< t`m N� PVI STA = 11+97.54 p(mI 0�NM NSI MO, W PVI ELEV 1 555.37 8.00 "I 4l .h "I 1t) 4n LOW POINT ELEV = 540.42 11 K = 5.00 11'I y VMI V) LOW POINT STA. = 10+23 Q9 K�iJa � LOW POINT ELEV = 539.94 40.00 POINT ELEV 550.43 LOW POINT E 7V = 547.40 PASTA 16H43 PVI ELEV = .539.92 , a 570 A.D. = 12.00 PVI STA = 11+43.81 PVI STA = 12 87.97 PVI STA = 570 K = 5.�0u0. n .+v 60.00' YC + PVI ELEV 51.56 PN ELEV 546.03 — I AD. = 11.00 AD. _ -1 .00 W m 560 K = 15.00 . K = 5.06 560 __ _ - r l 5 70 570 M' PROP GRADE i65,00 Ye 550 `I 0 1 RDAD / 550 / O / / 540 W / / 540 zo 0 Z ROAD / $ m o N ------ a / 560 In 1+ M` /' 98.2 530 530 560 WISTA110E 530 2, _ MiI + JC X N X V 11 W K N O I N 520 J j `? "' a. 520 W W N W My 550 a0 N ce O �`� SpC 550 / j� n'I N <'.i ®�R D / 0 0 0 0 O o N Fence post L h I I I Finished See court pang 1.-8.. detail DESIGN SPEED=15 MPH POSTED SPEED=10 MPH dia. cone. 2" paint line colored coat Filler coats 1" surface course (VDOT Type S-5 Asphalt) 1 1/2" leveling course (VDOT Type 5-5 Asphalt) Primer 4" base course (VDOT 21A Aggregate) Subbase course (VDOT 209 aggregate as required) Filter1 brit as requref� Compacted subgrade TENNIS COURT PAVING DETAIL �9'Q✓ O^m y. M ,° O,O Nm ,7 ,� .OV OK �"� ON Mm K'- MM O'• p O. 1� ®® hµ! Vp< YY .00 <M Oi0 peJ <•Y << — M u^"I� Oi< VI� m< t`m N� ON VIM 7 NIS NIV) 1Z p(mI 0�NM NSI MO, W ILI "I 1n "I 4l .h "I 1t) 4n 1° V) M 1(7 ,A In y -I 11'I y VMI V) Vl j Q9 K�iJa � LOW POINT ELEV = 539.94 FIIGH POINT ELEV 550.43 LOW POINT E 7V = 547.40 , PVI STA = 11+43.81 PVI STA = 12 87.97 PVI STA = 13+98.53 PVI ELEV = 538.59 PVI ELEV 51.56 PN ELEV 546.03 I AD. = 11.00 AD. _ -1 .00 K = 15.00 K = 5.0 K = 5.06 __ _ - r l 5 70 570 i65,00 Ye / / t3 m o N ------ a ' SIGHT DISTANCE W 560 1+ M` /' 98.2 560 WISTA110E _ I"1 N Ej "' / W 550 �`� 550 / ®�R D / --------- Olt ROAD -2.0 '� --------- '--' I 540 540 vi i 530 t, W 530 2 8 I 6 °'• 8 8 ti I � M � 520 0 , e>' 520 In ,o o � d 10+00 11+00 12+00 10+00 11+010 12+00 13+00 14+00 15+00 16+00 17+00 KEMPTON PEACE WINTHROP DRIVE (PRIVATE) (PRIVATE) DESIGNED BY: PROJECT., REVISION NUMBER: 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 ` Rj�%� JJK, To PAVILIONS AT PANTOPS PHASE III LTH OF IF THIS DRAWING IS A REDUCTION _r'/ 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/28/08 0 fpG1 GRAPHIC SCALE MUST BE USED ENGINEERS 4 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 DRAWN BY: FINAL SITE PLAN VERT: 1" = 10' $ygypgg ALBtRAwRLE couNiY, wsdsw DRAWING NUMBER: / DAVID M. SEN 10' 0 10' PLANNERS JFR, Tc 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01 /06/10 � `s TITLE: REVIEWED BY: ROAD PROFILES AND TENNIS COURT DETAILS 10 C-11 Lic. No. j 1484 �a I / SSOCIATES DJMinp 1V M5.4119 roa"4119 Iwx c..m =t SHEET NUMBER: Lr=a„a9e ulm a.n.evw4vemo, WWA NUMBER: FILE NAME: SCALE: DATE: L FESS/ONAL EAG` 50' HORZ: 1D" = 50' S0'•���..61�.-.,._ �� 208018.00 801800C -C11 RD PROF.dwg H: j•_5o• 08-04-08 1 1 Of 27 NO. REVISION BY DATE N0. REVISION BY DATE 3 v 4. w a- n O N N U 0 w m rn v rn c w w c O go OD N M L 0 - FL 0 c li I I I I 570 D 1 D-2 D -2A D -2B D-3 D-4 D-5 D-6 D-7 D -B D-9 D -10' D-11 D-1 ' D 13 D -13A 570 I I," p / I 16 O I d 56 560 ri EX G DE PROP GRADE O Ek PPE 0 PIPE 550 550 '.. � 8LF''. - 15.35 " HDPE ' 2 LF - 137. E 01.92% 0 1.88% 540 540 - ---__- 18" HDP 15" HDPE / 132.01 I �� / 144.36 LF 1 21 HDPE ' 21" HDPTj 11 1 11 3 530 / / 2.31 LF 21" H PE I.TJ 520 i I CLR OI w 520 l0 0 0 98 m ma rn rn m m m rn �' w rn rn omi m a o o ta 26.100 1 510 J J 10 �p�..,� z� �Qj 3 3 p; 3 33 z I 90.33 LF 3 v 3 -A" N 3 v7 33 vl w7 v�i �w ul i / t0 m yj 0 30.1Nm Cmj - Mm em? Mrn +++ + t + + O 500 500 31.02 LF 36" HDP 21' HDPE 90.11 L_Fm��>^N"O>,Nom>n Nmo Yrnn 4 "NCas>,1, rpm>ll 0mm0mZn.. .. M•NoS>>, Q�jII ® Mm�ms>j��31% 49 Ju- muft � 5' HOPE 02.39X 1 e Non ..rMm� II•a.N>>OI .Nax�o �'M1jZ+o<111 - �ZZ� . n^mso2NaZp•Cy_NZ . -. amMm NsOZtO�ZZO 0M: m5OZNoZ_Z11 0Z— 0MO>m^O 3i> IS4V O N 48 O�O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 a D 10+00 11+00 12+00 570 1 Em wmm JJK 10/31/08 -m yo �. n �. 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 4 M a J 58 560 O - O 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 I M 0 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 550 mm6m PROP GRADE 550 0 560 0 t PIPE 0 PIPE EX GRADE, co 0 qPIPE-\540 rO PIPE 540 540 w 540 N 20.12 LF 111L 530 N0. REVISION BY DATE NO, - ®� PIPE 1.64% _ 0 90.33 LF 550 -... - �i PROTECT 520 21" HDPE 550 520 - 0 30.10% 15",HDPE _ 510 - 510 5 .37 LF. - 20 - 0 L - IV HDPE - 540 - - Soo 510 - 0 19.52% 50 510 132.01 LF. 00 m ut 500 63.01 LF - 90 0 0 490 -- 490 o n 3 00.78% 90 530 Nv vi m M N 530 �> vM] - ���?z o?z - ._ _ 48 460 S>O O O I G O 520 480 122 Z480 510 510 500 500 0 0 490 0 0 - 3 c - 490 o NOO � ori M < rn m. 01 m o s Iq— M S - O Ozz o NU o? MU 9t5-" z N O 0 3i oo ?z?� ± 480 mm )m IsIgm w 14 4/pw=WWII -��1i. Asa.`../1�. �`�.��.�/��/�..�.��/► ,I 1"•.� ����II�I���1�11��1��1�1� 11NN 1��!��++��i • • 1 • my1'I��®■®■-® him OF a D 10+00 11+00 12+00 570 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 -m yo �. n �. 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 4 M a J 58 560 O - O 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 I M 0 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10 550 0 o PROP GRADE 550 0 560 0 t PIPE 0 PIPE EX GRADE, co 0 qPIPE-\540 rO PIPE 540 540 w 540 N 20.12 LF 111L 530 N0. REVISION BY DATE NO, 13+00 14+uu .1 , .... 1TH Op DAVID M. IENSEN ~ •a Lic No. 11484 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10, 0 10' 50' 0 50' HORZ: 1" = 50' 570 D 6 D -6A 570 570 •Y N -m Ill :. -m yo �. n �. vi m 4 M O _ J 58 560 O - O 560 M I M AI 7 550 550 560 550 I PROP GRADE 550 0 560 0 t PIPE 0 PIPE EX GRADE, EX GRADE 0 qPIPE-\540 rO PIPE 540 540 _- 540 20.12 LF 111L 530 15" HDPE 530 CLR - ®� PIPE 1.64% _ 0 90.33 LF 550 -... - 520 21" HDPE 550 520 - 0 30.10% 15",HDPE _ 510 - 510 5 .37 LF. - 20 - 0 L - IV HDPE - 540 - - Soo 510 - 0 19.52% 50 510 132.01 LF. 00 m ut 500 63.01 LF - 90 0 0 490 -- 490 o n 3 00.78% 90 530 Nv vi m M N 530 �> vM] - ���?z o?z - ._ _ 48 460 S>O O O 10+00 10+50 ENGINEERS SURVEYORS PLANNERS 570 D 9 - - D 16- '17 - - 570 -m yo �. n �. m 4 M O _ J 58 ' O - O 560 M I M AI 7 I 550 560 I 550 0 560 0 PIPE EX GRADE rO PIPE PROP GRADEI 540 _- 540 111L ' EX GRADE CLR - ®� PIPE 0 32.31 LF 21 550 5 .30 550 15",HDPE CLR 5 .37 LF. - 20 - L - IV HDPE - 540 - - 510 - 0 19.52% - 510 132.01 LF. 00 - 21" HDPE 500 63.01 LF - 0 1.29% CLR - -- 490 o n 3 00.78% 90 530 Nv vi m M N 530 �> vM] - 511111 _ _ 520 S>O O O I G O 520 480 122 Z480 510 510 500 500 0 0 490 0 0 - 3 c - 490 o NOO � ori M < rn m. 01 m o s Iq— M S - O Ozz o NU o? MU 9t5-" z N O 0 3i oo ?z?� ± 480 10+00 11+00 570 D i 7 D-18 I /0 -m yo �. n �. m 4 M O _ J 58 ' O - O 560 550 I 550 0 PIPE EX GRADE rO PIPE 540 540 CLR 0 32.31 LF 21 5 .30 01.86% 15",HDPE 10. 02196% 20 L 510 510 00 500 i m 490 o n 3 90 Nv vi m M N �CO•N] 0> �> vM] 511111 R _ s S>O O O I G O 480 122 Z480 10+00 10+50 1ESIGNED BY. PROJECT: I REVISION NUMBER: WK. Ta PAVILIONS AT PANTOPS PHASE Ill 4 ,RAWN BY: FINAL SITE PLAN JFR, To ALSERMARLE COUNTY• VIRGINIA DRAWING NUMBER: TITLE: L,— 12 ?EWEWED BY: STORM SEWER PROFILES , � DJM SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: H: 1:-50: 08-04-08 12 of 27 208018.00 80180OC-C12 SO PROF-dwg V: 1'=f0' n. 590 D 186 00 LF - 590 0 7.65 036 (D -36A _ D 11 D-14 D-15 5 a S O 0 580 530 550 0 6.08% II11 55 OI O, 530 480 I iT o ,. d- 1111 EGR GRADE OE - 540 �-■.INS 570 CONTROLLED FILL EX GRADE IX GRADE Lr 570 - IPE q PIPE - -- COMPACTED TO 95% 550 0 7.65% 30 GRADE DRY WEIGHT DENSITY - 0 q 0q PIPE -11". 0 t'PIPE 530 560 -- 6 1� 560 520 15 ' HOPE - - PRP GRADE 520 540 520 - 0 z PIPE 540 134.70 LF To 5% / DRY WEIGHT DENSITY 15" HDPE Y.3 / - � 550 87.63 0 3.19% CLR 550 gym' . 0 434% C -- 500 0 Ck PIE - 77.42 LF 500 - °.� O :-. $ - 28.73 LF 22.87 LF 0 13.957 3,2. ^ 540 490 6.8' 15" HDPE - - 540 -- 0 18.77% CUR 500 0 5.89% 0 7.24% 530 N I n 0 2.78% 530 - 51 Ml 111111NE'Arldib�� z 29.96 LF OOZZ CONTROLLED mu. dOMPACTEO -- 15 HDPE - m■■1®i.■. - - 9 ---- 520 of 010.85% 520 DIRY 3 520 520 a N PER ASTM D-6911 I b a Y ME 0 MN�N OZ t pOZ2 ����+����� I 490 - -- - p0 ±� I - 510 510 49 -- - .- - COMPACTED 10+00 11+00 10+00 11+00 12+00 560 560 D 22 - D-3 D-3 550 550 -.--. $95.00 LF 1 15" HDPE --- PROP GRADE 40 0 OE PIPE, 540 r90.2ZLF Ic" unoc D 186 00 LF - 0 7.65 036 (D -36A D-37 R_38 - D 5 oa S O 0 Z_Z_ 530 550 0 6.08% II11 55 OI O, 530 480 I ,PROP GRADE o ,. 1111 EGR GRADE OE - 540 �-■.INS ® t PIPE CONTROLLED FILL EX GRADE Lr 550 - AP -- COMPACTED TO 95% 550 0 7.65% 30 GRADE DRY WEIGHT DENSITY - 0 t'PIPE 530 -V -- 6 1� 11 520 15 ' HOPE - - PRP GRADE 520 540 520 - 0 z PIPE 540 134.70 LF To 5% 520 DRY WEIGHT DENSITY 15" HDPE Y.3 / - � - -..PIPE a. ::1 �1i►.I��., 0 3.19% CLR gym' . 510 500 0 Ck PIE - - 500 53073.17 °.� 78.86 LF lfi� HOPE :-. $ 33.98 LF 28.73 LF ANNrliblim 3,2. ^ 490 500- -- 0 18.77% CUR 500 0 5.89% 0 7.24% 510 N I n 0 2.78% ', - 51 Ml 111111NE'Arldib�� 29.96 LF OOZZ CONTROLLED mu. dOMPACTEO -- 15 HDPE - m■■1®i.■. - - 9 ---- 520 of 010.85% DIRY WEIGHT DENsiry 10+00 11+00 12+00 560 560 D 22 - D-3 D-3 550 550 -.--. $95.00 LF 1 15" HDPE --- PROP GRADE 40 0 OE PIPE, 540 r90.2ZLF Ic" unoc D 186 00 LF - 0 7.65 036 (D -36A D-37 R_38 - D 5 oa S O 0 Z_Z_ 530 550 0 6.08% II11 55 OI O, 530 480 I ,PROP GRADE o ,. 1111 EGR GRADE OE - 540 - ® t PIPE CONTROLLED FILL EX GRADE Lr 550 - AP -- COMPACTED TO 95% 550 0 7.65% 30 GRADE DRY WEIGHT DENSITY - 0 t'PIPE 530 -V -- 6 PER ASTM D-698 520 15 ' HOPE - - PRP GRADE 520 540 520 - 0 z PIPE 540 134.70 LF To 5% 520 DRY WEIGHT DENSITY 15" HDPE Y.3 / - 520 - -..PIPE 0 3.19% CLR 510 510 500 0 Ck PIE - - 500 53073.17 °.� 78.86 LF lfi� HOPE :-. $ 33.98 LF 28.73 LF 1 3,2. ^ 490 500- -- 0 18.77% CUR 500 0 5.89% 0 7.24% 510 N I n 0 2.78% ', - 51 111111NE'Arldib�� 29.96 LF OOZZ CONTROLLED mu. dOMPACTEO -- 15 HDPE - m■■1®i.■. - - 9 ---- 520 010.85% DIRY WEIGHT DENsiry 520 500 N PER ASTM D-6911 500 ME 0 t .-. I 490 - -- .. - CONTRO D FILL--- 49 -- - .- - COMPACTED 0 957.-- 510 ISO10mME. - --- W - - - - — DRY WEIGHT DENSfIY. - - -- - M PER ASTM D-698 -- MmEamlmosom II M 480 < 500 480 = - 500 o - 470 470 490 ANN oaz.. s�i A 10+00 11+00 12+00 560 560 D 22 - D-3 D-3 550 550 -.--. $95.00 LF 1 15" HDPE --- PROP GRADE 40 0 OE PIPE, 540 r90.2ZLF Ic" unoc 10+00 D 186 00 LF - 0 7.65 N ST'D. JOINT D 15" HDPE oa S O Z_Z_ 530 550 0 6.08% II11 55 OI O, 530 480 I ,PROP GRADE o ,. 1111 EGR GRADE OE - 540 - ® t PIPE CONTROLLED FILL EX GRADE Lr 550 - AP -- COMPACTED TO 95% 550 0 7.65% - -- GRADE DRY WEIGHT DENSITY - 0 t'PIPE 530 -V -- 6 PER ASTM D-698 520 15 ' HOPE 15" HDPE 520 540 520 / 540 134.70 LF To 5% / DRY WEIGHT DENSITY 15" HDPE Y.3 / PER ASTM D-698 - -..PIPE 0 3.19% CLR 510 510 500 - 510 500 53073.17 °.� LF $ 530 28.73 LF 1 3,2. ^ 490 500- - CUR 500 0 7.24% N I n 0 2.78% . I MINIM 111111NE'Arldib�� OOZZ CONTROLLED mu. dOMPACTEO m■■1®i.■. 480 TO 9 520 DIRY WEIGHT DENsiry 520 10+00 D ro NZZ D-284 pz logN N ST'D. JOINT D 50 oa S O Z_Z_ 550 11 II11 55 OI O, 480 10+00 10+00 11+00 11+00 12+00 V. D 24 D-28 D-284 pz logN ST'D. JOINT D 50 oa 550 11 II11 55 M I ,PROP GRADE o ,. 1111 EGR GRADE OE 540 - ® t PIPE EX GRADE Lr 550 AP 550 0 7.65% PROP" GRADE 0 t'PIPE 530 / 530 6 6 15 ' HOPE 15" HDPE ` 540 520 / 540 134.70 LF To 5% / DRY WEIGHT DENSITY 15" HDPE Y.3 / PER ASTM D-698 Il'II�II 0 3.19% CLR 510 500 500 53073.17 °.� LF $ 530 28.73 LF 1 3,2. ^ 490 15" HDPE CUR Nim 0 7.24% N I n 0 2.78% . I MINIM 111111NE'Arldib�� OOZZ CONTROLLED mu. dOMPACTEO m■■1®i.■. 480 TO 9 520 DIRY WEIGHT DENsiry 520 N PER ASTM D-6911 -■■,s®.■-I ME 0 I .. 510 —10 510 ISO10mME. W — � M 3 MmEamlmosom II M 500 = - 500 I 490 ANN m m� A 49 10+00 11+00 11+00 12+00 V. TYPICAL AMCHOR BLOCK INSTALLED AT PIPE JOINTS W AS SPECIFIED ON THE PLANS (D + 4' MINIMUM) ED WAY 10+00 #4 BARS RS 0 6" C -C _ EACH WAY NOTE: ANCHOR BLC MAY BE ROUND OR SQUARE 560 560 ST'D. JOINT D 31 D 550 55 ... ,PROP GRADE o ,. 1111 EGR GRADE OE 540 - ® t PIPE Lr 15" HDPE- 0 7.65% -��— 530 530 15 ' HOPE 15" HDPE ` 520 CONTROLLED FILLeempmTED 520 To 5% DRY WEIGHT DENSITY '... PER ASTM D-698 Il'II�II 510 510 500 500 °.� $ II AR 1 Elwin ^ 490 Nim N I n . I MINIM 111111NE'Arldib�� OOZZ O�'i 480 m■■1®i.■. 480 -■■,s®.■-I ME .. —10 NO ISO10mME. — MmEamlmosom TYPICAL AMCHOR BLOCK INSTALLED AT PIPE JOINTS W AS SPECIFIED ON THE PLANS (D + 4' MINIMUM) ED WAY 10+00 #4 BARS RS 0 6" C -C _ EACH WAY NOTE: ANCHOR BLC MAY BE ROUND OR SQUARE 560 560 ST'D. JOINT D 31 D 550 55 ... ,PROP GRADE o ,. EGR GRADE 540 - ® t PIPE Lr 15" HDPE- 0 7.65% _ 530 530 15" HDPE _ -. ®..1.05X. 7: 520 CONTROLLED FILLeempmTED 520 To 5% DRY WEIGHT DENSITY '... PER ASTM D-698 510 510 500 500 $ II 490 ^ 490 Nim N I n OOZZ O�'i 480 480 WIRED ST'D. JOINT I PLAN 10+00 11+00 PIPE NOTE: MORTAR CONCRETE LENGTH PIPE INTO THE WALL IF PRECAST STRUCTURES ARE USED. — TERMINATE CONCRETE PIPE WITH A STANDARD END SECTION, STANDARD ENDWALL, OR TIE INTO ANOTHER DRAINAGE STRUCTURE, SEE PLANS FOR REQUIRED TYPE OF STRUCTURE. SEE NOTE 4 !L-/ 2'-3' MIN. NOTE: 1. SAFETY SLABS (SL -1) ARE REQUIRED FOR STORM MANHOLES WITH DEPTHS GREATER TH, 10 FEET AND STEP DOWN MANHOLE PROTECTION OR INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS OF GREATER THAN 4 FEET. 2. ALL MH -1 STRUCTURES ARE 48" ID UNLESS OTHERWISE NOTED. 3. INSTALL PIPE AS PER DETAIL ON DRAWING THIS SHEET FOR SLOPES GREATER THAN 16%. BENT JOINT I (AS REQUIRED) NOTES 1. CONCRETE FOR ANCHOR BLOCKS SHALL BE 4000 PSI MINIMUM. 2. REQUIRED CONCRETE PIPE. SEE PLANS FOR LIN. FT. QUANTITIES. THE LIN. FT. COST FOR THE PIPE IS TO INCLUDE FURNISHING AND PLACING THE ANCHOR BLOCKS. 3. WHERE ANCHOR BLOCKS ARE REQUIRED, THEY ARE TO BE INSTALLED AT EVERY OTHER PIPE JOINT UNLESS OTHERWISE SPECIFIED. 4. REQUIRED CONCRETE PIPE MUST BE TERMINATED AT THE TOE OF THE FILL SLOPE WITH AN APPROPRIATE END TREATMENT. FOR 3 : 1 SLOPES AND FLATTER THE PIPE MAY BE TERMINATED WITH A STANDARD END SECTION OR TIED INTO ANOTHER DRAINAGE STRUCTURE. FOR SLOPES T= 6" FOR D = 12" - 42" END VIEW STEEPER THAN 3 : 1 (MAX 111:1) THE PIPE MUST BE TERMINATED WITH A T= 8" FOR D = 48" & LARGER TYPICAL ANCHOR BLOCK STANDARD ENDWALL OR ANOTHER DRAINAGE STRUCTURE APPROVED BY CAST INTEGRAL WITH PIPE THE ENGINEER. CONCRETE PIPE DETAIL B TYPICAL METHOD OF INSTALLATION FOR PIPE ON FILL SLOPES GREATER THAN 16% VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL DESIGN SECTION DRAWING NO. A-73 FILL BLOCK SEE DETAIL B SEE NOTE 2 PIPE BEDDING SHALL NOT BE USED IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 _ oEsrcNEG BY. PROJECT: REVISION NUMBER: PAVILIONS AT PANTOPS PHASE Ill 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 Op Dj a JJK, To 4 _3 _ ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 ��� ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBERMARLE COUNTY, VIRGINIA DRAWING NUMBER: JFR, To 4 ADDRESSED RWSA, ACSA AND COUNTY COMMEN75, 4th SUBMISSION DMJ 01/08/10 v v PLANNERS TITLE: , C- 13 DAVID M. JENSEN STORM SEWER PROFILES L• .Dlo�1484 REVIEWED BY. IB ASSOCIATES aM 5-ly eoe=xs SHEET NUMBER: S ( G e� �ixsst'ii's : 44ia:9ei.iioo WWA NUMBER: FILE NAME: SCALE: DATE: �'SYONAL REVISION BY DATE 208018.00 801800C -C13 SD PROF.dw H: 1"= 08-04-08 13 of 27 N0. NO. REVISION BY DATE 9 V: 1 "=1010. 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NQ`) A 'Po ON 010 SSS' I ✓ NO. REVISION BY DATE NO. REVISION BY DATE '�yC GNAL ■■■■NONE■ 480 10+50 11+00 11+50 12+00 NEWCASTLE COURT WATERLINE N■NEN PROFILE EES■1L;L"1iiEY.gt " • r ■OEM •, ...E■E�11II�E■ ON 010 I��IG�i,��w�,1► �1u•�:vq��� f.,9 i,►.��►,►���►�����.�.iE ANEI FOR 4102 MR MUMMER$ I4, IIIi�11111111111���� 0 O ����►��� is 111116��i1■Il�l■1■ .��!����IIIII�IIiI■ ♦•��� 11111111MINI■■I■■ 11111111p. 0 1�1;�li%�il■II■II11111111111■ 111�iI�I�ItI1■I■E l�Jl% 11111111111■I I I%l«�/IIII l/llllllllll■ 11111111I1111111111I11111�111� 111 - - 1111111.11111 _ �11111�11��111�11■ 550 540 530 520 510 500 — — 480 10+50 11+00 11+50 12+00 NEWCASTLE COURT WATERLINE PROFILE RIVANNA WATER & SEWER AUTHORITY (RWSA) GENES6L WATER R SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE—INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE—INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRRING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE—BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS—CONNECTION TO THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. NOTES 1. PROVIDE A MINIMUM OF 3' OF COVER OVER THE TOP OF ALL WATER PIPES. 2. COORDINATE ALL CONNECTIONS TO EXISTING WATER MAINS WITH RWSA. 3. SANITARY SEWER SHOWN FOR DEPTH REFERENCE ONLY. 580 580 570 560 550 540 530 520 5 ENGINEERS SURVEYORS PLANNERS No ■■■■■■ ■E ■OEM ON 0 is .��!����IIIII�IIiI■ ♦•��� 11111111p. 0 1�1;�li%�il■II■II11111111111■ l�Jl% I I%l«�/IIII l/llllllllll■ 11111111I1111111111I11111�111� 1111111.11111 �11111�11��111�11■ 111171�11�III 11111■ 10+00 570 560 550 540 530 520 510 IF THIS DRAWING IS A REDUCTION 10+50 17+00 ^ ^11+50 112+00 ' 12+50 GRAPHIC SCALE MUST BE USED VERT: 1" = 10' KEMPTON PLACE 0 10' WATERLINE PROFILE 50' 0 50' HORZ: 1" = 50' )ESIGNED BY: PROJECT: REVISION NUMBER: JJK, To PAVILIONS AT PANTOPS PHASE III 4 1RAWN BY: FINAL SITE PLAN JFR, To ALBERUMLE GOUNY, VIRGINIA DRAWING NUMBER: TITLE: rEV1EWEVMY: WATER MAIN PROFILES x,10 C-17 WWA NUMBER: FILE NAME: SCALE. DATE: SHEET NUMBER: 208018.00 801800C -C17 WAT PROF.dw9 H: t"= '50' 08-04,-08 17 of 27 I w ;�.00, EA20' RWSAIWATER EAS MENT 1 I \ I DB859-53 DB742-19P _ ../ ;80— — I / / / / l I LINT TS OF CLEA"RING lc GRADING (TY¢1.) 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DAVID M. IENSEN Lic. o. 11484 �Q: f - - 4'L 42L7 -- 7 \ 9n \ \ \\ 51 L7.52 -'77 \ --�- 4 \ \ _ I _� 075 L - - - - ------- - \ _ -_--- — -----_____ - TW=527.0 BW> 9.6 BW -510.1 a \ 37 \ I I- --- L\� T \ -�F-- �\ \ T�__J -I--- -�T �c- � C 9 \ \ 5g0` 35� 37� 38.63 1113 I rt 53 GRAPHIC SCALE MUST BE USED _ SCALE: 1" 20' 0• 0 20' DESrGNED BY: PROJECT: REVISION NUMBER: WA A JJK, Ta PAVILIONS AT PANTOPS PHASE III 4 ENGINEERS DRAWN BY: FINAL SITE PLAN JFR, 7a SURVEYORS ALBERMIRLE COUNTY, VIRGIN49 DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: EROSION & SEDIMENT CONTROL PLAN ,�j C-18 ASSOCIATES DJM 3• 700,,4119 y,m�� SHEET NUMBER: L °°bvt.VANM VXM WWA NUMBER: FILE NAME: SCALE: DATE: �m.ens rm•.aso.vu.xa 208018.00 801800C -C18 ES.dwg �: N�201 08-04-08 18 Of 27 NWN.wv-••bb.eW 7777- �v♦t� DAVID M. IENSEN Lic. o. 11484 �Q: f - - 4'L 42L7 -- 7 \ 9n \ \ \\ 51 L7.52 -'77 \ --�- 4 \ \ _ I _� 075 L - - - - ------- - \ _ -_--- — -----_____ - TW=527.0 BW> 9.6 BW -510.1 a \ 37 \ I I- --- L\� T \ -�F-- �\ \ T�__J -I--- -�T �c- � C 9 \ \ 5g0` 35� 37� 38.63 1113 I rt 53 GRAPHIC SCALE MUST BE USED _ SCALE: 1" 20' 0• 0 20' DESrGNED BY: PROJECT: REVISION NUMBER: WA A JJK, Ta PAVILIONS AT PANTOPS PHASE III 4 ENGINEERS DRAWN BY: FINAL SITE PLAN JFR, 7a SURVEYORS ALBERMIRLE COUNTY, VIRGIN49 DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: EROSION & SEDIMENT CONTROL PLAN ,�j C-18 ASSOCIATES DJM 3• 700,,4119 y,m�� SHEET NUMBER: L °°bvt.VANM VXM WWA NUMBER: FILE NAME: SCALE: DATE: �m.ens rm•.aso.vu.xa 208018.00 801800C -C18 ES.dwg �: N�201 08-04-08 18 Of 27 NWN.wv-••bb.eW / 7 00 / / U / l NEW TREELINE (TY/i 110, - - - - - - - - - - - IF '1Z 00 LIMITS OF CLEARING &,GRADING (RP.) :��� \ \\ ,� ' \ v -- - solo -lam_ \ \ � \ •� \ � � \ \ - 580 — — \ 590 \ 1 \ \ \ \ Jill moi" 1�--. \ \ \ \ \\\ , wT- W ------------- \ \ \\ 580 \ \ \ \ \\\\ \ _ ! \`\\\\ V\\ \ \\\ \\\ \\\ \\\\/ I 4999 71 4� Ts ------------ 68 TS so vsaw —rso33 61 —Isz�t--� v of-1Ss T's� \\ 65-1-4 E t 66l \ 6791 ---- ---� I —ter yr — v v i v —r v v <n � - �� / /� � / 'A v � A\�vv,Ak <:A�"<A�1YV'/1�� II II � � / \ \ ✓ / / / ,S \ \ \ \ --� 1.49 � \ a r / \ -- ----- }.\ 'TREE I PF3sEk��dl TNI E- / \ \ \ \ \ \ I so Tw=560.0 Tw=5795 / < ' \k /' , \\Y• \ y I \ \ \ \ 4s 54-0• \ \ I \ u\' \ / 5b ��-- 49, -ag- -_`-� 50ss — —51- I SM1�\ 55.N �r>,>t➢ \ 5799 `57�n I BW=560.0 BW=562.6 I /-- / \� - - -- I \ - -- I /\ \ \k\• \ \. \\.u\ J -J \ � �J . � 1 /..�,- \. \ \ \/\ v -1-� •� 7s '� A A" 'R, �. 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""" \ \ \\ \ \ \\ 1 _ 1 I I I f I L _'_I" ... r� Jim ieir eb Ae a rer n ",�.°�"'� itea �b vh nl eww®� s or s a n. w w w I w�i I w Q I fi A� w 1 T' q4 \ np ` \ I IF THIS DRAWING IS A REDUCTION I)c T I o ' i ' I I i 'I u I 1 I A ' MATCHLINE SEE DRAWING 1�TUMBER C-21 I GRAPHIC SCALE MUST BE USED 37 38 I ' _ /1 I I / i r I I I I/ 1 40- 7 40-� I/ I I I I\ / 1 I 1 I 1 I I I I I I 1 \ \ \ 1 1 I I I SCALE: 1"= 20' 1 I p 1 I I I II I I 1 1 1 1 556/9 1 / I 1 I \ I 13 5 1 % \ I t I i I .�, / // I I I yl l \ 1 , \ — _ — — DA AB- I / I I I 0 20' — '2 — Jil" �3#§Q 32 e r 4^,44 i i / / _ I / I \ 1 "^>1 1 ADDRESSED RillAND COUNTY COMMENTS JJK 10/31/08 DEsrcNeO BY: PROJECT: REVISION NUMBER: n 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 - OF ® JJK, To PAVILIONS AT PANTOPS PHASE Ill 4 ExcuaeaRs DRAWN BY: FINAL SITE PLAN 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 i'1'l Y✓� SURVEYORS ALBERMARLE COUNTY, WRGIJ DRAWING NUMBER: L 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 DAVID M. ]E ISBN v PLnxxsRS REvltw �JilRerO TITLE. EROSION & SEDIMENT CONTROL PLAN S C-19 e A Lia 11454 ASSOCIATES DJM �o �� �W we. rry i,ma..,en"ew. SHEET NUMBER: o F�,' (� \�' i vA ufvt demm6gVAS3901 Will NUMBER: FILE NAME: SCALE: DATE: -,ION I'll -20' AL E� ... 208018.00 801800C -C19 ES.dwg V. NIA 08-04-08 19 of 27 NO. REVISION BY i DATE NO r REVISION BY DATE l I I 1 \ .plnSe\\ *- E I .. 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O/ / / /}+.rte: �.x G� I — / _ 1.V -//i /; / / // / / // // // /�J' ij / / / LIMITS OF CLEARING / / / i - - -� � -� _ --' % %/ /j G1�DINaa (T)'P.���;T �'- DAC// l BWv5h 9 192,9.0 __---_— _ / / •� /TSDibA! /1.y./3/Ac/// --- — '' �� / /'� // /18r/HDPE / //\ off/ ///'/// / /'� /' /' / / / / // / // \,�\•, 1•• ..� IF IF O �wEps • wRw�rwcLw.I�NrEw T0;7�/nw • • w�/ .� 0 go rA flo - ° - -SEE INSET THIS SHEET FOR ,<, RECREATION AREA INSET - RECREATION AREAo \\—SCALE: 1"-30' THIS D G IS A REDUCTION \ \ \ \ \ '/\/ ? \'`\\r� '� i \\ \ \ \ I I I I � f� DUETION�' I 1 I IF IS D IWING A A GRAPHIC SCALE MST IBE USED \ I I I G HI CALE MUST/ BE USEP a',/ SCAtE1" 20 DALE: �" = 130' / \ \ 2 ' 20y 30' \3' D I 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 10/31/08 ` DESIGNED 6Y: PROJECT: REVISION NUMBER: yTH OF _� JJK, To PAVILIONS AT PANTOPS PHASE 111 4 c 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 Q '> 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09o�. �{M� ,. ENGINEERS DRAWN BY. FINAL SITE PLAN a 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 u y SURVEYORS JFR, To ALBERMARLE COUNTY, VIRGiNq DRAWING NUMBER: 0o DAVID M.IENSEN PLANNERS TITLE: Go A Lido.}lana REVIEWED BY. EROSION &SEDIMENT CONTROL PLAN C-21 /ASSOCIATES DJM 3 � ro 110 ' 8 D \a`o� M0 4110 „m a,�a;"n." SHEET NUMBER: N Pg Gti xmma•avAx4wxikx..xxw� WWA NUMBER: FILE NAME: SCALE: DATE: REVISION BY DATE NO. REVISION BY DATE oNAL u+.se en -sr .nom: 4x4.wumo 208018.00 8018000-C21 ES.dwg V: N/A 08-04-08 N0. Sr ¢ H: AS NOTED `� 1 Of 27 EROSION AND SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROVIDE THE CONSTRUCTION OF 81 TOWNHOUSE HOMES, PRIVATE STREETS, PARKING SPACES AND SUPPORT UTILITIES. THE SITE IS LOCATED IN ALBEMARLE COUNTY AND WILL INVOLVE DISTURBING APPROXIMATELY 9.98 ACRES. II. EXISTING SITE CONDITIONS THE EXISTING SITE IS PARTIALLY WOODED AND PARTIALLY OPEN GRASSY MEADOW. EXISTING ROADS, UTILITY MAINS, AND SEDIMENT / STORMWATER MANAGEMENT FACILITIES ARE ALSO PRESENT ON THE SITE AND WILL REMAIN UNLESS NOTED OTHERWISE. III. ADJACENT PROPERTIES THE SITE IS LOCATED NORTH OF STATE ROUTE 250, AND IS BOUNDED ON THE EAST BY WESTMINSTER CANTEBURY OF THE BLUE RIDGE RETIREMENT COMMUNITY AND ON THE NORTH BY THE EXISTING FONTANA SUBDIVISION. IV. OFF-SITE AREAS NO OFF-SITE WORK IS PROPOSED WITH THIS PLAN. V. SOILS SOIL TYPES WITHIN THE SITE CONSIST OF: 12E; CATOCTIN SILT LOAM, 25 TO 45 PERCENT SLOPES 23B; DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES 58E; MYERSVILLE SILT LOAM, 25 TO 45 PERCENT SLOPES 71C; RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES 71D; RABUN CLAY LOAM, 15-25 PERCENT SLOPES (SEE SOILS IDENTIFICATION ON EXISTING CONDITIONS SHEET, DRAWING NUMBER C-4) VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND TO PREVENT EROSION. VII. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2001. VIII. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FACILITIES HAVE BEEN DESIGNED AND PROVIDED BY OTHERS. FOR DETAILS, SEE PLAN ENTITLED "SWM PLANS FOR LUXOR AND NORTH PANTOPS COMMERCIAL." THE STORMWATER MANAGEMENT FACILITIES WERE DESIGNED BY OTHERS AND ARE CURRENTLY ACTING AS SEDIMENT BASINS PER WPO -07-78 AND ARE TO REMAIN AS SEDIMENT CONTROL FACILITIES FOR CONSTRUCTION OF THE IMPROVEMENTS ASSOCIATED WITH PAVILIONS AT PANTOPS PHASE III. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. INLET PROTECTION (IP), 3.07/ INLET PROTECTION SHALL BE PROVIDED FOR DRAINAGE STRUCTURES AS SHOWN ON THE PLANS. 4. TEMPORARY DIVERSION DIKE (DO), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND TRAPS. 5. TEMPORARY RIGHT-OF-WAY DIVERSION (RWD), 3.11: TEMPORARY RIGHT-OF-WAY DIVERSIONS SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO SHORTEN THE FLOW LENGTH WITHIN A SLOPING RIGHT-OF-WAY, THEREBY REDUCING THE EROSION POTENTIAL BY DIVERTING STORM RUNOFF TO A STABILIZED OUTLET. 6. TEMPORARY SEDIMENT BASIN (SB), 3.14: PROVIDE SEDIMENT BASINS AS SHOWN ON THE PLAN TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 7. TEMPORARY SLOPE DRAIN (TSD), 3.15: PROVIDE SLOPE DRAINS TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER RUNOFF SAFELY DOWN THE FACE OF A CUT OR FILL SLOPE WITHOUT CAUSING EROSION ON OR BELOW THE SLOPE. 8. STORMWATER CONVEYANCE CHANNEL (SCC) 3.17: STORMWATER CONVEYANCE CHANNELS AND LININGS SHALL BE PROVIDED AS SHOWN ON THE PLANS. 9. OUTLET PROTECTION (OP) 3.18: PROVIDE OUTLET PROTECTION AND EC -3 AS SHOWN ON THE PLAN. 10. RIP -RAP (RR) 3.19: RIP -RAP SHALL BE INSTALLED AS SHOWN ON THE PLAN. 11. SOIL STABILIZATION BLANKET & MATTING (BM) 3.36: SOIL STABILIZATION BLANKET & MATTING SHALL BE INSTALLED AS •" SHOWN ON PLANS. PROVIDE EC -3 WHERE SPECIFIED. i 12. TREES, SHRUBS, VINES & GROUND COVERS (VEG), 3.37: TREES, SHRUBS, VINES & GROUND COVERS SHALL BE INSTALLED TO AID IN STABILIZING SOIL IN AREAS WHERE VEGETATION OTHER THAN TURF IS PREFERRED. � 13. TREE PROTECTION (TP) 3.38: TREE PROTECTION SHALL BE INSTALLED AS SHOWN ON THE PLAN. J 3 14. DUST CONTROL (DC) 3.39: DUST CONTROL SHALL BE APPLIED AS NECESSARY IN ACCORDANCE WITH THE VIRGINIA E&S 3 HANDBOOK. B. VEGETATIVE PRACTICES 3 n 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. n D 2. TEMPORARY SEEDING (TS), 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SEED SELECTION WILL r BE DEPENDENT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK TABLE 3.31-6, PROVIDED ON SHEET XX OF XX. i 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDE STABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. PERMANENT SEEDING TO BE APPLIED IN ACCORDANCE TO i TABLE 3.32-D, PROVIDED ON SHEET XX OF XX. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESTONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND i DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 0 4. MULCHING (MU), 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. 1 ADDRESSED RWSA AND COUNTY COMMENTS JJK 1 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 0 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 NO. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: N/A STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: N/A WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IIF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: N/A WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WI1TH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FELT OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSIITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED 'WITH AT ALL TIMES MS -17 CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ON TO PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS -18 TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19 ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 HOUR DURATION. STORMWATER MANAGEMENT HAS BEEN DESIGNED AND PROVIDED BY OTHERS. SEE NOTE VII, THIS SHEET FOR DETAILS. DAVID M. JENSEN Lic. No. 11484 IJ Iro :lz� D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE REVIEWED BY: DJM END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT DATE: 08-04-08 ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. (SPEC. 3.07) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE INLET PROTECTION RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 6. (SPEC. 3.09) THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 7. (SPEC. 3.11) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. 8. (SPEC. 3.14) SEDIMENT SHALL BE REMOVED AND THE BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 9. (SPEC. 3.15) THE MEASURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRED AS NECESSARY. PREVENT CONSTRUCTION TRAFFIC ACROSS THE SLOPE DRAIN. 9. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 10. (SPEC. 3.36) REPAIR BLANKETS AND MATTING AS NEEDED AFTER EACH STORM. 11. (SPEC. 3.37) WHEN RAIN DOES NOT SUPPLY THE NEED, THE VEGETATION SHOULD BE WATERED DEEPLY BUT NOT ANY MORE FREQUENTLY THAN ONCE A WEEK. 11. (SPEC. 3.17) INSPECT CHANNEL AFTER EACH RAINFALL EVENT AND REPAIR AS NECESSARY. IX. SEQUENCE OF CONSTRUCTION (COORDINATE WITH DEMOLITION PLAN DRAWING NUMBER C-4) 1. FLAG LIMITS OF CLEARING AND GRADING AND CONDUCT PRE -CONSTRUCTION MEETING WITH ALBEMARLE COUNTY. 2. CONSTRUCT TEMPORARY PAVED CONSTRUCTION ENTRANCES AND THE TEMPORARY RWD. 3. INSTALL TREE PROTECTION, PERIMETER SILT FENCE. 4. INSTALL DIVERSION DIKES. 5. CLEAR AND GRUB. 6. PERFORM GRADING TO BRING ALL AREAS TO GRADE SHOWN, INSTALL RETAINING WALLS AND STORM DRAINS. ENSURE POSITIVE DRAINAGE IS DIRECTED TOWARDS DRAINAGE STRUCTURES; INSTALL INLET/OUTLET PROTECTION AS REQUIRED. 7. PERFORM PERMANENT SEEDING, MULCHING AND STABILIZE ALL DISTURBED AREAS. 8. EROSION CONTROL MEASURES MUST REMAIN IN PLACE UNTIL RELEASED BY THE EROSION CONTROL INSPECTOR. 9. DOWNSTREAM STORM DRAIN SYSTEM TO EX. FOREBAY TO BE FLUSHED AND CLEANED OF SEDIMENT. 10. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND STABILIZE AFFECTED AREAS. 11. CLOSE OUT PROJECT. X. PARTY RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION: SOUTHERN DEVELOPMENT 170 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 (434) 245 - 0894 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL KENTUCKY 31 OR TURF -TYPE TALL FESCUE IMPROVED PERENNIAL RYEGRASS KENTUCKY BLUEGRASS HIGH -MAINTENANCE LAWN KENTUCKY 31 OR TURF -TYPE TALL FESCUE GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP CROWNVETCH ** 175-200 LBS 95-100% 0-5% 0-5% 100% 128 LBS 2 LBS 20 LBS 150 LBS 108 LBS 2 LBS 20 LBS 20 LBS 150 LBS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: ANNUAL RYE FEBRUARY 16TH THROUGH APRIL FOXTAIL MILLET MAY IST THROUGH AUGUST 15 ANNUAL RYE AUGUST 16TH THROUGH OCTOBER WINTER RYE NOVEMBER THROUGH FEBRUARY 15TH ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA. (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. ENGINEERS SURVEYORS PLANNERSTITLE: DATES DESIGNED BY. JJK" To PROJECT., PAVILIONS AT PANTOPS PHASE 111 FINAL SITE PLAN ALBERMARLE COUNTY. WRGINIA REVISION NUMBER: 4 DRAWN BY. JFR, To DRAWING NUMBER: C-22 EROSION &SEDIMENT CONTROL NARRATIVE1 �1 3 REVIEWED BY: DJM SHEET NUMBER: 1103G,m" PY a.n,m..irVA. ILm,r. AN.9N.lttq A "G WWA NUMBER: 208018.00 FILE NAME: 80180OC-C22 ES NAR.dwg SCALE: V. NIA A DATE: 08-04-08 22 of 27 SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME DROP INLET WITH GRATE FRAME 3j..'�at"IN. =��y I I GATHER I I �� EXCESS U _ AT CORNERS PERSPECTIVEVIEWS VV WS ELEVATION OF STAKE AND FABRIC ORIENTATION I 1' MIN. Igll DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 117 e N.C.; • e t ; t e tl a JI: • alilli(el2iplel?•7IH��S:RD7:1Ag):;: ' •' t GRAVEL CURB INLET SEDIMENT FILTER M GRAVEL;.2,, 12" RUNOFF1e 7d6� ! �Ii ��•V IIME CONCRETE—/ 2� CURB GUTTER INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. IP OURCE: VA DSWC FLAIL a.U/—D SOIL STABILIZATION MAT - SLOPE INSTALLATION TYPE C (VDOT S7'D EC -3) STAKING DETAIL SOIL STABILIZATION MAT SHALL BE USED IN CONJUNCTION WITH STANDARD EC -1 AT OUTLET END OF J� *TRANSVERSE CHECK SLOT TO BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR PREFERRED INSTALLATION. ,I IDINtC 9 UPSTREAM AND DOWNSTREAM TERMINAL 3' OVERLAP 3' BETWEEN ROLLS ENTRENCH EDGES OF MATERIALS 6". +TRANSVERSE CLOSED CHECK SLOT STAKES OR 3' PINS 3' O.C. PIPE OUTLET CONDITIONS A 1; PIPE OUTLET TO jIf ,REA WITH NO PLANi� -` CHANNELVIEW• CLOTHSECTiON A—A KEY IN FILTER • ••e FOR ENTIRE PERIMETER ��� �� :iii •i��l�i' i r X111::=. �.—� :: �1r��. PIPE OUTLET TO WELL DEFINED PLAN CHANNELI 1 SECTION A—A FILTER CLOTH KEY IN 6'-9'; RECOMMENDED • ENTIRE - NOTES APRON1. MAY BE RIPRAP, GROUTED GABION BASKET, OR CONCRETE. 2. LA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3. 0 = 1.5 TIMES THE MAXIMUM STONE i DIAMETER, BUT NOT LESS THAN 6 INCHES. SOURCE: VA DSWC PLATE 3.18-1 PAVED WASH RACK 70' MIN. STONE CONSTRUCTION ACCESS 3" SM -2A ASPHALT 2R TOP COURSE 29 •-- CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: ADAPTED FROM INEALLMON OF ll::. AND I 7 : 3.05—S BARRIERS e • SEDIMENT tl CONTROL DSK , rO e AN rl al `6" MIN. 21 A AGGREGATE BASE PROFILE STONE 70' MIN. CONSTRUCTION ACCESS ASPHALT PAVED 7 rn WASHRACK 2% . + MUST EXTEND) FULL WIDTH OF INGRESS A1ND EGRESS OPERATION 2. = + 12' MIN. !2R ,POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. 141131 ENG PAVEMENT POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FILTER CLOTH—"' SECTION A—A MOLE, 1. A MINIMUM WATERT TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" (COORDINATE WITH ACSA). CE TEMPORARY DIVERSION DIKE Compacted Soil 18•' min. •i ;i (,(��);i'r �i'i,�'I'��, Flow 4.5' min. •I I DD SOURCE: VA. DSWC PLATE 3.09-1 TABLE 3.31-C NORTH° SOUTH' 1S,TAKES SHALL BE WOOD OR METAL AS MATERIALS, SEEDING RATES, AND RECOMMENDED BY THE MANUFACTURER I I AND SHALL BE A MINIMUM OF 12" IN --->•I I�---3" OVERLAP LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED. 2. SOIL STABIUZATION MAT TYPE A AND B ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS DST. 5It 3. SOIL SHOULDTION MAT 2113 INSTALLED TOATHE SHOULDERBREAK 9/l POINT OR EXISTING GROUND THEN SPECIES EMBEDDED 6". MATERIAL ON BOTH l000 ft to SIDES OF THE DITCH SHALL BE t0 INSTALLED TO THE SAME ELEVATIONS. t0 4. IF MORE THAN 3 LINES OF MATERIAL ARE to REQUIRED PARALLEL TO THE Q OF THE DITCH, MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF V DITCH THE DITCH, STARTING AT THE LOWEST Q 4730 ELEVATION OF THE DITCH. I1/15 5. FOR SOURCES OF APPROVED MATERIALS OATS SEE VDOT'S APPROVED PRODUCTS UST 2 Its. FOR SVD. EC -3. TYPE A OR B. PAVED WASH RACK 70' MIN. STONE CONSTRUCTION ACCESS 3" SM -2A ASPHALT 2R TOP COURSE 29 •-- CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: ADAPTED FROM INEALLMON OF ll::. AND I 7 : 3.05—S BARRIERS e • SEDIMENT tl CONTROL DSK , rO e AN rl al `6" MIN. 21 A AGGREGATE BASE PROFILE STONE 70' MIN. CONSTRUCTION ACCESS ASPHALT PAVED 7 rn WASHRACK 2% . + MUST EXTEND) FULL WIDTH OF INGRESS A1ND EGRESS OPERATION 2. = + 12' MIN. !2R ,POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. 141131 ENG PAVEMENT POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FILTER CLOTH—"' SECTION A—A MOLE, 1. A MINIMUM WATERT TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" (COORDINATE WITH ACSA). CE TEMPORARY DIVERSION DIKE Compacted Soil 18•' min. •i ;i (,(��);i'r �i'i,�'I'��, Flow 4.5' min. •I I DD SOURCE: VA. DSWC PLATE 3.09-1 N TABLE 3.31-C NORTH° SOUTH' TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES PLANT 3n 5It ani 2113 5!1 9/l CHARACTERISTICS SPECIES Acre l000 ft to t0 to t0 to to 4/30 BlIS 11/1 4730 9/1 I1/15 OATS 3 bu. (up l0 IOD Lbs., 2 Its. X - - X - - ties (e.g., Noble). Use spring varieVe Averse move) not las then 30 Lbs.) RYE• 2 bu. (up l0 110 Lbs.. 2.5 lb.. X - X X - X Use for tole fell seedioga, winter (Swale ceaalel uol lea Wm SD IhaJ caveu Tolerate cold end low mvietum. GERMAN MILLET SO lbs. Approx. 1 Ib. - X - - X - Wum-sesou emuel. Dies at fust <$etnria ifal:cal frost. May be tided to summer avxea. ANNUAL RYEGRASS` 6016e. tYi tbs. X X X - X May be added in mixds. WDI liu multi-Flomml no maw out Of most ctaude. WEEPING IS lbs. 5'h an. - X - - X - Warm-eeeeov perennial. May brach. Talents hot, dry slopes LOVEGRASS and acid, infertile sails. May be E ro carvulal ndded to vdxa. KOREAN m appron. 1'A X X - X X - Warm D annual legume. LESPEDEZA` Ihe. Tolamtee acid wits. May be (I.ewedra NIWI6G1 added to mince. ° Northam Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southam Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cove crop with fall seeding. X May be planted between these dates. - May 1(Qt be planted between these dates. w W ,+ N SEEDING RATE NORTH° SOUTH' PLANT 3n 5It ani 2113 5!1 9/l CHARACTERISTICS SPECIES Acre l000 ft to t0 to t0 to to 4/30 BlIS 11/1 4730 9/1 I1/15 OATS 3 bu. (up l0 IOD Lbs., 2 Its. X - - X - - ties (e.g., Noble). Use spring varieVe Averse move) not las then 30 Lbs.) RYE• 2 bu. (up l0 110 Lbs.. 2.5 lb.. X - X X - X Use for tole fell seedioga, winter (Swale ceaalel uol lea Wm SD IhaJ caveu Tolerate cold end low mvietum. GERMAN MILLET SO lbs. Approx. 1 Ib. - X - - X - Wum-sesou emuel. Dies at fust <$etnria ifal:cal frost. May be tided to summer avxea. ANNUAL RYEGRASS` 6016e. tYi tbs. X X X - X May be added in mixds. WDI liu multi-Flomml no maw out Of most ctaude. WEEPING IS lbs. 5'h an. - X - - X - Warm-eeeeov perennial. May brach. Talents hot, dry slopes LOVEGRASS and acid, infertile sails. May be E ro carvulal ndded to vdxa. KOREAN ZS IM. appron. 1'A X X - X X - Warm D annual legume. LESPEDEZA` Ihe. Tolamtee acid wits. May be (I.ewedra NIWI6G1 added to mince. ° Northam Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southam Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cove crop with fall seeding. X May be planted between these dates. - May 1(Qt be planted between these dates. DESIGNED BY, PROJECT: REVISION NUMBER: 1 ADDRESSED RwsA AND COUNTY COMMENTS JJK 10/31/08 nM. F �® JJK, To PAVILIONS AT PANTOPS PHASE III 4 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 11/26/08 —i/ ENGINEERS FINAL SITE PLAN DRAWN BY: 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10/09/09 , •�, SURVEYORS JFR, To A-eR�+LE COUNTY. VIRGINIA yy(� DRAWING NUMBER: 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 TITLE: 171' t✓ -23 ENSL-N PLANNERS REviEweD er: EROSION &SEDIMENT CONTROL DE(A)LS fv, ssa �.ASSOCIATES wMSHEET NUMBER: SCALE: DATE:0 �c�`",vsWWA NUMBER: FlLE NAME: H: N/A °208018.00 801800C—C23 ES DET.dwg V NIq08-04-08 23 of 27 Fe_ ....a. �" BY I DATE M County of Albemarle Conservation Pin Checklist—To be placed on Landscape Plans ("madbablic, pp 111-2114-111-297 for complete specificalions) I Th , ralitryin, Ileffil AW1 Ilk jIlmyn on the plan; Trans to be SmI Limits arclearing (outside dripline of tress to he'saved); u,stion and type ofpsotcative fencing; Ganda changea nipilring free Wells or watts; Proposed beaching or tunneling beyond the gralls of clearing. 2. Ada tri All bees to be saved shall be amI With Print or ribbon at a height clearly visible to equipment Operators. '111 No Sterling shall begin until the Ina marking has been. inspected and approval by 6 County Inspector. 3. P (ruction rTree prcscrv.t=`p:mc'Cd,. ..me. shall be reviewed with the contractor onsite. 4. E taiament Ovention and ora e• FICAYy equipment; vehicular traffic and storage of Construction materials including mail shall not be permiticill WiLKIN, the driplit," 01I to be roved. 5, 11 Erasitia and Storrawater 0c ntlooDavicest Such devices staff not adversely affect iron to be saved. 6. Fires! al—pirm we not permitted %.vithin 100 rect of the dripline aftrees to be saved. 7. laimMumlemr1pis- 1� Toxic materials shall no be shared within 100 Rail of the driplina of boom to be saved. B. r tac"vaFencl Tree. . retained within 40 imid,fa proposed building or grading activity shall beprolectoodbyfimudes. IIII Fencing shall be in place end shall be Josperied and approved by a CouI Tntiatchit priorio grading or tocrurthimildn. 9.ells' Tre iZ I ground level must be raised wilhin ilia driplive arm tree to be savad, ft train well shall be provided and a cansmuctlan detail - submitted far approval. 10. Tree Walls: When the ground love[ must be lowered within the drililive a it= to be MI a bee wail shell be Provided: =it a construction detail submitted for approval. 11. Trenchin and Tunnell When Leaching is required within the limits ofelffurifig, it shall be done as fat away from the trunks Drones os possible. Tunneling under largo bee shell be considered as an alternativewlicin it isanticipalcil thdrsecarsery inanchingwill destroy feederrools. 12. Clannap'. VProtective fencing shell hese Jut items removed. during The final Cleanup. 13. Dan ed Treas: 1K D.magedireen shall be treated immediately bylpruning, rerillization orodiffenathods NOTE: ITIS THC DEVELtO.PrR'S RESPONSINTLITY TO CONFER WFTR THE CONTRACTOR ON TM CONSERVATION L / ter/ ly /-- z OWNEIRSIGNATURE CONTRAZ7 FPURCHAS112, SIGNATURE (DATE) SI " I oil I ANDSCAPE CALCULATIONS PHASE III AREA = 16.07 AC. (BY OTHERS) TOTAL CANOPY REQUIRED = 3.21 AC. TREE SAVE AREA = 1.77 AC. X 1.25 ex 2.21 AC. TOTAL CANOPY PROVIDED = 1.01 AC. EXCESS CANOPY = 0.145 AC. --T Y ----------------- I L — C', r 0. --T I°{ 2W r. t'v," <l4 If. LA I t RViS.A�EAS'N41W T— 1-4 T - W1 W -r—IW NF'JW 10' 2W9A EASEW-147 U 560 iA - ------ 560 V V \W F /7— LOT LOT61 3 LOT '64 T 65 LOT 66 LOT, 67 LOT -68 ' 6 -Y 1, LOT 62 LOT 58, LOT ---59 LOT` :60 LOT 5�\I GENERAL LANDSCAPE NOTE: FIELD ADJUST TREES AS NEEDED TO AVOID UTILITIES. 7 Fit - j LANDSCAPE TABLE CALCULATIONS I COdRAGE AT JJK 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 17126108 IQ YEARS COMMON WESIBI SN"Ol. SH (I ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10109109 DECIDUOUS TREES (COMMON NNME/80TANICN. NAME) T-1 WINTER MIND HANTiORNE (SI DECIDUOUS) eA. 48 an SEE PLAN 184 &F. SM S.F. / CRATAEGUS LARDS NOR. T-3 11AC7lGRAM (LANE DECIDUOUS) lil-t4 53 we SEE PLAN 123 ST. 6519 S.F. KM Sawa , mn, USED NO. T-4 mom GM RED MAPLE (LARGE DECIDUOUS) I DATE jli -1'4 10 BOB SEE RAN 397 S.F. 23820 S.F. /ACER RUBRUM Cil. SCALE: I * oe 20- T-5 ROTUNDIDRA SIVEJETRUM (LARGE DECIDUOUS) 1'x -134 41 BAB SEE PLAN 206 SX. 11445 S.F. 1 DESIGNED BY., / UOUNWRAR sTrAcIRIA I// CAL JJK, To T-6 WON RED CEDAR (SCREENING) IV -S'71 I M SEE RAN 16 SF 1248 S.F. I AURMAWKE COUNN. WRGINA / JUNIPER MNNM HOT PLANNERS TITLE: LANDSCAPE PLAN T-7 EASTERN ARDOMAE 3'-0' 103 BOB sU: RAM 10 SF I 1030 SF FILE NTME. I SCALE: H: II TI OCCIDENTALIS NGT I '80180OC—C24 LANDSC.dwg 11 V. NIA TOTAL 1 290 R1rN. 49,125 SF \N VV, MATCHLINE SEE DRAWING NUMBER C-26 V,,V -- t I Par DAVID M. JENSEN Lic. Qo. 1484 lC!ONAL I ADDRESSED RI AND COUNTY COMMENTS JJK 10/31/08 2 ADDRESSED VDOT AND ACSA COMMENTS JJK 17126108 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAT 10109109 4 ADDRESSED RWSA, ACSA AND COUNTY COMMENTS, 4th SUBMISSION DMJ 01/08/10 k LA , mn, USED NO. REVISION I BY I DATE I NO. REVISION BY DATE V,,V -- t I Par DAVID M. JENSEN Lic. Qo. 1484 lC!ONAL k LA , mn, USED GRAPHIC SCALE MUST BE SCALE: I * oe 20- 20 0 20' 1 DESIGNED BY., PROJECT. PAVILIONS AT PANTOPS PHASE I// JJK, To ENGINEERS FINAL SITE PLAN SURVEYORS AURMAWKE COUNN. WRGINA PLANNERS TITLE: LANDSCAPE PLAN 'IATES 140 GI P� �.,Axrw` WWA NJJMEIER� FILE NTME. I SCALE: H: II DATE: 08-04-08 208018.00 '80180OC—C24 LANDSC.dwg 11 V. NIA MATCHLINE SEE DRAWING NUMBER C-24 A 1 R if k ♦ ISO_ - p ASW J... , I f f ,I 1 I � ' l I I 'VI I '\ \ -00700 two hl j Il U Ill :- . ..... / l(rAlw x U \Y FIELDt 94 .... .. . ... .. Y. X ET ON 0 SEE INS' --- — --- DWG. NO. C-2 cd FOR RECREATION A ---- - ----- C X u % J' V IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' > D. 20' 0 2 I ADDRESSED RWSA AND COUNTY COMMENTS UK 70/31/08 DESIGNED BY: P MECT. REVISION NUMBER: 2 ADDRESSED VDOT AND ACSA COMMENTS UK 11126108 �,TH Op WA WK, To PAVILIONS AT PANTOPS PHASE /1/ 3 ADDRESSED AGENCY 2ND SUBMISSION COMMENTS DAF iologlog ENGINEERS DRAWN BY. FINAL SITE PLAN 4 4 ADDRESSED RWSA ACS4 AND COUNTY COMMENTS, 4th SUBMISSION DW 01/08/10SURVEYORS JFR, To ALRERMARLE COUNTY, WROIN14 DRAWING NUMBER: DAVID M. JENSEN > ffs PLANNERS TITLE: tic. 0. 11 REVIEWED 13Y. LANDSCAPE PLAN J 10 C-26 AssociATES DJM r' SHEET NUMBER: Ly=W�VA� �k.VA. WWA NUMBER: FILE NAME: SCALE: DATE. NO. REVISION DATE 6"ONAL S 4U�m H: 1" 20' REVISION BY DATE I NO, 13—Y 1 1 208018.00 180180OC-C26 LANDSC.dwq V., N - 108-04-081 26 of 27