Loading...
HomeMy WebLinkAboutSDP201600042 Plan - Submittal (First) 2016-07-05VICINITY MAP: 1 " = 500' WOMEN'S SHELTER ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP #) JULY 5, 2016 FINAL APPROVAL: GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. 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). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. 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. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A 2' OVERHANG IS POSSIBLE. 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12'x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE 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. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. 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 THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 (H ORIZONTAL:VERTICAL). 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 WITH 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 FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 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. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 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 LINE 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 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 OR CONTRACTOR 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 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 VDOT 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. RWSA CONSTRUCTION NOTES: SEE SHEET 2 STANDARDS AND SPECIFICATIONS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. SURVEYOR'S LEGEND BH BORE HOLE F Ao BENCH MARK CO CLEAN OUT All DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENT FOUND PF PIPE FOUND PKNS WOMEN'S SHELTER ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP #) JULY 5, 2016 FINAL APPROVAL: GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. 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). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. 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. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A 2' OVERHANG IS POSSIBLE. 23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12'x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE 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. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. 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 THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 (H ORIZONTAL:VERTICAL). 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 WITH 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 FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 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. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 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 LINE 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 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 OR CONTRACTOR 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 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 VDOT 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. RWSA CONSTRUCTION NOTES: SEE SHEET 2 STANDARDS AND SPECIFICATIONS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. SURVEYOR'S LEGEND BH BORE HOLE BM BENCH MARK CO CLEAN OUT DIP DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENT FOUND PF PIPE FOUND PKNS P -K NAIL SET S SIGN WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40' CANOPY DIA. UTILITIES LEGEND GAS LINE G PHONE LINE UGT OVERHEAD ELECTRIC OHE SANITARY SEWER S UNDERGROUND ELECTRIC UGE WATER LINE W EX. STORM DRAIN LINE PROP. STORM DRAIN LINE DEMOLITION LEGEND TBS TO BE SAVED TBR TO BE REMOVED EX. EXISTING ZONING: SITE ELEMENT TO BE REMOVED 1 /x` TREE TO BE REMOVED COMPREHENSIVE PLAN: UTILITY LINE TO BE REMOVED SITE DATA DEVELOPER: REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: KATHY WILLIAMS PROPERTY OWNER: REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: KATHY WILLIAMS TAX MAP / PARCEL #: 76-46F PROPERTY ADDRESS: 502 OLD LYNCHBURG ROAD PROPERTY SIZE: 8.383 ACRES ZONING: COMMERCIAL OFFICE (CO) MAGISTERIAL: SCOTTESVILLE COMPREHENSIVE PLAN: NEIGHBORHOOD 5 - COMMUNITY MIXED-USE DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: YES AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: DISTURBANCE OF MANAGED SLOPES SPECIAL EXCEPTIONS: 1. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL PROJECT ENTRANCE - SECTION 21.7(C). 2. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL LANDSCAPE SCREENING OF PARKING AND BUILDING - SECTION 21.7(C). 3. ALLOW BUILDING TO ENCROACH INTO 50' MINIMUM SIDE YARD SETBACK ADJACENT TO RESIDENTIAL DISTRICT - SECTION 4.20(A). SURVEY SOURCES: LINCOLN SURVE`''NG (434) 974-1417 THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 24, 2016 DATUM: HORIZONTAL NAD -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SEE SURVEY MISS UTILITY TICKET NUMBER: B608801898-OOB, A608500367-OOA LAND -USE BREAKDOWN: LAND -USE SF AC % BUILDINGS. 19,810 0,455 511/0 PAVED AREA: _ 160,126 3,676 44°10 PERVIOUSIOPEN AREA: 185,215 4,252 51% TOTAL SITE ACREAGE; 365,1551 8.383 100% BUILDING SQUARE FOOTAGE: 11,820 SF EXISTING 7,990 SF PROPOSED 19,810 SF TOTAL SETBACKS: 10' MINIMUM FRONT BUILDING SETBACK 30' MAXIMUM FRONT BUILDING SETBACK 50' BUILDING SETBACK ADJACENT TO RESIDENTIAL 20' PARKING SETBACK ADJACENT TO RESIDENTIAL 20' BUFFER ZONE ADJACENT TO RESIDENTIAL MAX. HEIGHT OF STRUCTURE: 65BY CODE 40' EXISTING BUILDING 33'- 1 1" HEIGHT PROPOSED BUILDING NUMBER OF EMPLOYEES: 8 RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: SEE LETTER TRIP GENERATION ESTIMATES: LAND USE CODE 610: HOSPITAL 8 BEDS DAY WEEKDAY WEEKDAY WEEKDAY SATURDAY SUNDAY AM PEAK HOUR GEN. PM PEAK HOUR GEN. TRIP GENERATION RATE 12.94 VPD/BED 1.45 VPH/BED 1.60 VPH/EMP. 2.55 VPD/BED 7.19 VPD/BED TOTAL 104 VPD 12 VPH 13 VPH 65 VPD 58 VPD SITE NOTES: 1. THE PROJECT PROPOSES A 7,990 SQUARE FOOT BUILDING AND SMALL PARKING LOT ON AN UNDEVELOPED PORTION OF THE REGION TEN FACILITY/PROPERTY ON OLD LYNCHBURG ROAD. 2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED. 3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN. 4. THE EXISTING VEGETATION OF THE SITE IS MIX OF PAVED PARKING LOTS AND OPEN TURFED/LANDSCAPED SPACE. 5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER. 6. TRASH WILL BE CONTAINED IN 64 GALLON, WHEELED TOTES LOCATED IN A SMALL, ENCLOSED CORAL ADJACENT TO THE PARKING LOT. REVISIONS: APPROVALS: PLANNING/ZONING HITECTURAL REVIEW BOARD ENGIN BUILDING OFFICIAL FIRE OFFI wate rstreet".-.-, I U r rlu5 .ia':.)e i i'C�.'EI`,.t_'i.;i.�r:''. I .�`Ji� e n`L�.,ineeF r 41�, E ".tri. J:!c�; r w« (A[(V',i VA' 22 J2 ALTH Op � fP I A al nZi. Franklin b � Lic. No. 35326 w W s.tONAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions COVER SHEET sheet title ACSA VDOT Ll 000 sheet number 0 0 z O 0 z O U U z X w O J W LU0 0 Q U U z r J 0 0 z LU z O_ 0 LU U LUO i Gn TITLE REFERENCES - rwrrrr p,LTH 0 TOPOGRAPHIC SURVEY OF A PORTION OF LINC LIN COMMUNITY TAX MAP 716 PARCEL 46F LOCATED ON STATE ROUTE 780 U Y I -0 ALBEIVIARLE COUNTY, VIRGINIALIC. S THOMAS,LINCOLN D.B, 2409 P, 412 DCT NO. 1326 P. 744 DATE-, MARCH 24, 2016 CONTOURO INT ERVAL 2022' innovation Integrity. Vision, D,B, 2166 632 BERKMAR CIRCLE L-�I - 0 � NAVD '88 VERTICAL DATUM CHARLOTTESVILLE, VIRGINIA 22901 P. 223 SHEET 1OF 2 OFFICE., 434-974-1417 D,B, 1555 TM DATA\ 105005202 TS 15084.PR0 105-0052-02 D,B, 1227 P. 28 COMM, OF VA, TITLE REFERENCES FOR TMP 76-46F: REGION TEN COMMUNITY SERVICES BOARD, INC. D.B. 3039 P. 209 D.B, 3038 P, 96 PLAT D.B, 2409 P, 412 DCT D,B. 2196 P. 744 D,B, 2168 P. 87 PLAT D,B, 2166 P. 70 D,B. 1563 P. 38 COMM, OF VA. D,B. 1555 P. 223 DB, 1555 P. 215 ACSA D,B, 1555 P. 207 D,B, 1227 P. 28 COMM, OF VA, D,B, 1093 P, 605 VEPCO D,B, 1093 P, 602 VEPCO D,B, 1005 P, 483 PLAT D,B, 789 P. 90 ACSA D,B, 748 P. 259 VEPCO D.B, 722 P. 518 PLAT D,B, 492 P. 371 PLAT D,B, 446 P. 364 VT&T D,B, 437 P, 642 VEPCO D.B, 437 P, 373 VTBT D.B. 408 P. 248 VT&T D,B, 231 P. 175 VPSC HWPB XI P. 317-319 LEGEND: APT : ABOVE GROUND PROPANE TANK BG BASKETBALL GOAL BNF = BIG NAIL FOUND CO = CLEAN OUT DI DROP INLET DIP : DUCTILE IRON PIPE FH = FIRE HYDRANT FP FLAG POLE GL GROUND LIGHT GR GRATE IF = IRON FOUND IS : IRON SET LP = LIGHT POLE PE = POLYETHYLENE PKNF : P -K NAIL FOUND PT POWER TRANSFORMER PVC = POLYVINYL CHLORIDE S = SIGN SDMH = STORM DRAIN MANHOLE SMH = SANITARY SEWER MANHOLE TP TELEPHONE PEDESTAL TT = TELEPHONE TRANSFORMER TVP TV PEDESTAL UGE = UNDERGROUND ELECTRIC LINE UGT = UNDERGROUND TELEPHONE LINE UP UTILITY POLE WS = WATER SPIGOT WV = WATER VALVE RIP RAP WOODLINE —X—X— FENCE SANITARY SEWER LINE = STORM DRAINAGE LINE = TELEPHONE LINE (UNDERGROUND) WATERLINE = ELECTRIC LINE FIBER-OPTIC LINE TREE LEGEND: ASH ASMI COF : COFFEE CHR : CHERRY DW = DOG WOOD HIC = HICKORY LOC : LOCUST MAC, : MAGNOLIA, MAP : MAPLE OAK= OAK PINE : PINE POP : POPLAR RB : RED BUD RO = RED OAK SYC :SYCAMORE TREE : UNKNOWN SPECIES WP : WHITE PINE THIS TOPOGRAPHIC MAP WAS PREPARED FOR: REGION TEN COMMUNITY SERVICES BOARD, INC, DECLARATION IS MADE TO THE ORIGINAL PURCHASER, IT IS NOT TRANSFERABLE TO SUBSEQUENT PURCHASERS. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST, TMP 76-46F IS ZONED: COMMERCIAL OFFICE TMP 76-46F IS IN THE SCOTTSVILLE MAGISTERIAL DISTRICT TMP 76-46F IS IN THE MOORES CREEK WATERSHED THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FIRM COMMUNITY PANEL 510006 0269 D BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED: FEBRUARY 4, 2005 THIS TOPOGRAPHIC SURVEY OF A PORTION OF TMP 76-46F, WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION( THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 24, 2015; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED, I HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE. ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. VICINITY MAP 1" = 1000' SCALE IN FEET a 1 40 IJAV Py �.-?o Ftp �y NOTE:; THE LOCATION OF EXISTING UNDERGROUND UTILITIES � IF IS SHOWN IN AN APPROXIMATE WAY ONLY UTILITIES ARE IS ON LINE LOCATED U�aING UTILITY CtaMPANY LnCATIONS, At BEMARLE UTILITY ~'r- & 30' MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SMALL DETERMINE. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 'WINCH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, TMP 76-46A GAMBIT, L.L,C, AND SNOW PAWS. LLC MISS UTILITY OF VIRGINIA TICKET III 8608801898-OOB, A608500367 -00A D.B. 4573 P, 270 WERE USED FOR UNDERGROUND UTILITY LOCATION D.B. 3038 P. 96,-97 PLAT D,B. 2168 P. 105 PLAT xx SOME CENTURYLINK COMMUNICATIONS LINES NOT MARKED IN FIELD EVEN WITH REPEATED REQUESTS FOR DELINEATIONS TO MISS UTILITY xx BNF 01 .�:_, 4 9 410 3 0 ,a _ 0 A SHER1N44 J I Il .. ' z `'` ' I, C stili �' _..-1 b _ 4b - ►. d>*�nc� I 9, _. w 8.383 AC.I Z�;,* N 0 Ovate rstreetcS. u d 5 . ndsc:ape arkci'­iie,tu.re € c ,! I ert;inezr rl A 8, E N ,i M 5f f " 4t \ .. C luf !O'l :>'e% I -( t. 2'2s%02 professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions EXISTING CONDITIONS 1 sheet title L 1 00 1 sheet number .-- . . . I .. I � 11 - �- - '.' .1 - �1- � .1. - I , I I .. : � ... I I I I ---- I - '- . .'- '/ . , '-- .............. I I .-.. , 1. : --- 1 - /At 7 $��'S T . � I � , .11 '4'� 64 ; I ; p I I � ; I. : � I f �17 0 , I " I z I I I . I I- 11 I 1 -1 SCALE IN FEET . .1 I-. .: ...... . . / .1 :. . --'�� I 1. . I n-' --------------- -- - . , k 11 / ,,, , I . .1. - �� , I / I � / . ,. �� - "o . � I ... � 0 10 20 30 40 80 � 1. . : - - . . '.." ..' , I , I s ,. 1 5� . I : .. I .1 , ->Z- I / I I I � .. w - I * I .e / .1 4 ... ' . I I ., I - .1 . - : . I � z' , : .. .1 / .- --`- ..' : I : I � : .1. C� "� . / , I I I / 11 * - ' . . - v I , . � " * -- -� , : 4 , I I I ; 11 .1 All- 9� . 61486 :. I'll. ; L , q . : ,; / . � I 11 I . . . . " , -, , . � I -. '.' . - I ..' ; SSMH 1 16A3 1 : . / ; . I % * I WOODLANDS LAND PROJECT, LLC I . . . . . I . � . I ,� . : I . I � . � � " . - . . I . 1. TOP 416,35 1 - . . � I . % . . . , 4 '� I . I --� I I I �0 . k , I 'I, I : - � . I � I I ; I : -1 -1 D,B. 4596 P. 167 1 ­ / 0 8' PVC IN 41413.243 .39 : I � I ' I "..' 3 1 : I , . I .1 , D.E. 3453 P. 276-277 PLAT ; I .. I % : I �i� 87 PVCOUT 413-n "---'1. � , � I I J \V N I I '- -, ; A <1- �" 'I \ I , ; . \" � . 1, I ;''---� s ' I '� � . I \ ! : . .1 . 1. I I ,. " �': ; - I � . , ; I , - I q 1, .. . Ix,1 I . I � I ; \V- -1 I \ I �' � � . 06 ,�' \V' q. 11. \ , I .� . �' , � . �'-� .1 ----� �", ' L \ I p. �, ..' \ �,, INV OUT ; " RIP � :"� I , r I . '' � � � 1, . ., "I 393.88 ... RAP . L .. . ..... - " . � � 3 'Z 4' I ; . I'll, � q - - I I . �� . 0: , I '�' . 1----1 .- . "., . \ " I " 114 . : � I .,. 1. , I 1 I I ' , ,.,:.,. e ' 11 I . ..c�^ -1-1 I I GL I �.. � � SR I , I 11, ! '�. \ �'.'-' '-. , ' . I : . � \ . . %;�� . ., I � \ .� . . ". . .' "I 1--1 I 1. I I � 13.7 \. I 1, . ­ ' " -��..)" �' I -'--� - - k' 01 . .' 1, 1� -� 1.9* " " "�'­' '... ...... - CCOC'�'�"_��- ."Z "L. I ". .1 . ,. � . � ��' ' , 11 , I .. . \ ,,.- .' : I -T . , . � . , I 111. � 1, , .. fs* . , ': 'I, .' '' :1 \ / :1 ,---' U-0. , \ 1. %, .% 1, INV OUT � �/ , � .." " � N � 0 1 . 11 . � , 1, , . ; _ .... �' � I : � I .. / � _.- - �- , , I$ 18.1 I I I k4�1 . \ %� I . � ," 1 397,27 1 - I , . 2PINE2 . , 416,19 : % � Z \ ,a . � \ "� 1: . 1.1, . ' � : I 11, I �-- I \ � . , \' .----. .- � -_ . .... . ... _ 1� , 414.88 : I '\ - "I k "� : ' 4 � 11 � -- ...... .1. . "" � .1 I ' -1- ..' 11,15IPOP35'�� I :. 1, -- . .'... "..' 11, I.., "...' I .. '- I � I %� : � .. . �'_ ... ' -1 . .1.. ,. '�P� I �\ .... ..... .- I - 1, I I.. -. 11 ':-.- .1 , -I --.1. '��? - -.. .. 1 .46 " ' 4 : � � I CIO � . F' .... , � 1, � I I . , 1 ". I \ I � � I � � I I - -.1 - � %.- - . �.' I '%: 1, -" I ..1. ----� : '....: - .... . I : - --.,- 1� I - - ,... 1, . I . . \ ''I ' 0 � I : j ; . I.." 11 '' I TPED -.- . � . , :. ... . � p - - , ,-.... . I i . . 1, - k � I .. ...' I I , , 9 -,-'I.- - ".. - , I I V ". 1 - I "I -P s. I--,' �. .-- 4��112LOC20 '4�02PINE25 � � . .1. E) I .. I . . "-, -, 61REe T- � 11- -1. "I . 1 '. /:11 I ' ^ . � ... I.- 41415PINE30 . , - -. I , I : ----.. �%413.37 \��413.64 0 .. "' -, '. I ' -1. � .' ; .� ,... \:, V(P - ' H : ', �0:1 " - . - ... .... I � . . I . 0 - . . I I .1�' .,..-,. \-j:(413.88 '.. 1, , . ,41141 I.- : . / I -'. ':?� - M - , \ . .. M ' . ' / ,. : '� \ �.'Cp 4 .. I ." '11% ,.1 I '---� ISPINE3.9. SPINEV�P -, \ � I . .1 I : I - -P -� . - � o . . 11 ", ' q, ;: z / . 11 :. . � 11 % ' 0 \ . "�'k '% � ,,, :.. ", � ,IA�,.ISPINE30 + , '-" '.- -. � ,.. I '_1 \,��413.95 �x 413,27 " 13,86 \'� �O �' � � 111� : , 1 / z . .1 V .1.1. : �' '��N F� - ---'. . I Ao X : t. I mt;Tlzt.,��' I / . . --.�' .... -- � IM I . �' k : �' - I-- P . ,. : . 1 .97 . I I i . I. . I I , I - -2- �� ..... - i ...-­ �111) 413.15 \ -'.... \ . I '. . -, -- - ... ... L . ..... .11- ... . . . . w - V.. I I : _ ___ I � ;. -, '�� I I . I ". - - 1. . I _ _ :� �-"-."� \ I � I - - .� . � '--� 1: . . M ^� , . � , 7.P � . - .. 1. I � .1 . � : 1% �� 1 %. � -4 1, . ' c , ..... . - I ... .4).12LOC20 � 1� , , SDMH � k \ � I -C I -- - :� , : ' .-- , -... -- I , -111 \i<413,37 ,� I " : .1, TOP 411,94 - . . , . . . . I--,' - . ! 6R LP I . : I � .: - I . � : . . . .. " I �' I "I I f . I I .: 14WA! :1 � I \11i� I " � I . '*�� / . , 412A2 ... � �-- ' '- " -----, � , \ w -- ..." ,% B6 . V ... .. ". S' HOPE OUT 404. 1 '. '---� 9C�R30 &L � I , . -1- " ;i I I IORB6'. . z1118PINE30 � � zk'L . � \ -+ -- '.. - I .. PIED .. - 1� , ." : �,W, ,. . -. , . 1: , � " ..1. - 1-1 . � I P 30 �� I I`+, I �11P , : :11:11 ... z : .. "";� 1 5 -t�, 412,84 10 OP \ � .� 1� - � _ 1 4 ... ---".. '..' -� I '�� 11191 : I,- -.,.. 4(/ , , I I , ....... 41629 �'. . I,- I $ �' i \ � .1 I � I I- .- - � I "I - .1 1� � I I'll ...." ..... .. ...... -, : : : ". . ­ I - :1.1 - .1 . .. - I I., . 1. I .... ..... - i 1. 1� r .28 I '-7--� I ..-...-- ; ! \ ! --� 5PINE30 : I . . 04t) ..' , V " ' z ' : 4 Y, 412 I -- . ':/ : .. , I : ..' ' . ' I . A418PINE30....- 1 . " � I IC I - I : '- o I I 'IG- --, . ..... . ....... . .11 .1 , � . r . :. 1% . . � . � :. '. '. : I '-� I -0 : ..' ".. "... ; -- -t:�411,90 '.' � k , I P ��/ya 1, -- .'. <-1 -% 11 ... " , 1. 7- " ...... - � -, " � A.-,; � � �� '10 I I , . ... : �-C .: ?p .1. ; I 1. I -. I -; ; (J'C�o : " --, --- --- -- I ; : - : : � . I I '..'. I . - : . . . . I � -I - �' : ,: � : i� � - ........ ' V\ �-c .1 I \ : - I 0� - : . 6� .. .... ... � ,._, �' f I � ,413,06 : ",a , 1Qb 0 , ". � I � . \ : :' " ­. . zle : - . 1. . . . � � w I -d- � 8 -5. - . . 1. .. : 1:' ' I I.. : G" " I I I - . I ..' '�� ieAsk� 1: I ., : wV � ��'�": 1- ; % . '� I I '..- � � . . : " : ::: C, � I I ., � , ' I . " '20' DAA . . ': ". : �' I --O 12MAP25 ; ..- ...- I.- . � � : .� ---_, . P '-o - . 12RO25 . / -:1 � I . I ; I�AGE ".�..� . zti:�" I � Ali�' �' � . : I . .1 I z , J . I I - ' -* I UP ..�.'� 411,46 ; DCHR20 ! . 1 87' 1 418,054 . J I I . - At . . . I .. .- I . I z . - I .. . , - w 1 3.71 �. � -� . D,B 2166 1 ". I" � �� . �. , . : +�4 1 \' I .: �" I 1* �' . I GW .� . 11 . '�L t � 1: ':�J I I � � ' -'- 1. ; . I . . .-� 0- -k. 76. a7 PLAT I � 7 - I '� .... . I , � : / . I I I . '.. . . . � I . �-' I . 4 " � � ., � I GW -A"- : i . .\ � I � I � i � 31 . ----, 1% .. 13J'' - I 1; ' '. . i / . , � � . -. � � - , G��, 15L005 10LOC8 � "� � � 4 �- I , - MN - " : ." I , � � ; � � . I - -+411.09 . + �' : �. ' � � ;'�i'-,.. . GeAT15 ' ; 11.11 :11 I � � I" 1:� 10PINE15 �>411.99 1 ... I . - ... i .-". , � 'k � I \. � . I _' I � . . I . ,,, .", �� .. 4148LOC8 , 1, " . � I . .. ` ..' 411.18 /- - � ,�> �'TOF 409,87 - .. I . � "%411.77 I., A . I ". -- .... . � I , ( ' I - -, I �'. ,4412MAP25 I � . I . - , I - : p� -i 1, "I � \ . I . �11.. -� I 1 -'X' ; " I � _1�� I I '�'. . , 54"'NRCP IN 402.65 " t-1, a I , . I I le .FIB„-- V , I . I ,. : . I ..", `� 410.84 � 15LOC20 ".'i.. � -111 .. . .1 . �p ... - .� 18POP30 ' I . 11 \ . �. -" \' 4" CP OUT 402.40 .1; ,. -- � � , . .11 - , - � 0 18ASH66 54 , " -- c-'311' 1 ; . - . <?� . 1:L8LCfC6 ;� 411 � k " T� - ,,, - _ - I - I I : I : . � � "'.: � '� 414.19 .. , I . . . : I . .... - . p . , ' . -AltQ8 - <� ' 'I�V412 07 " ..", �' ... ' I JAPOP20 -+r, , I I,- .. .A- 411,95 \ . .:.... ISCHR3* . , 1. . . .,.<.,. , P - 12 �-� - 8POP20 '\ ,. I I POP I I412.4' - I . I " OW , �411.60 A, � N/ %. ��-,- :' 1, , . ; .1- - - - � � 1P + I \ -'�'1 , 1� 6 - w I I �. I - 11 : .. I POP25+ 411.70 �k' "- ALL1500 25 �-' , DETENTION " --� -1 1 OP30 � I 10 15 4, 21POP40 -� � � ��; L 41207 � ��' .�' ..1. .11 .. Z + - - - - / ; - a OG6 , " "_' d .,. - -"'... ...1 '�� `� . .,.,.,.% I , I .... I-. - . . i ; - - ,10 N' 41t4l �-�� PP I- ' . 1?1 ' . : z .... , � 11 + 1 \410 9 �P' 10POP25 ,:�411.79 mT,-' . I . ) ." -Q . , 15POP255�, -414A . � "' L:- : . EASEMENT .� k:r4.lr , .. �' 1, � , '. - 1, 3TREEO' ,. . 4� %- � �JWOLOC6 12POP25 . ". !; I : . '. 1- : ". 1*5 .. -" '�' � I D.B. 1565 � 418,23'(, _.,� ' ; � �� . . : - . I : .1 .1 ' ; '. , ��'_ i . ; , � *1 . 45 �' 4 26 'Sp� 4 - I INV . ...... . -- 14\ � '.' �- ;4,6 �; " 00 1�1 \-Wl 11 "I --�� 411.47 ,$8 I GRA -LE - . - PC�? '- '� .. \ 1, ."i : , , �-' P. 231 PLAT / )18 .1.1 :.11 ", . I : I I -'�� I <�� 08,35 --I 4 "2 I � �/ / , P -- - t I POP26 - -J OP 4 - . - . I � '�i : 13 . S .- � -410.82 14POP28RO 19 � - 1�(' - - - � �_ 4 , , _* _1._ _.'� � 3V� 407,15 1 : 411.36 � : 7f,' 15POF,3 : . I , . : I - -� �� _ i 42- ROP IN 403 'P, . -, \ ,. ,61)21POP30 " . �' * . - � , lo, ' 1.17 I I I - I . I "I . � .1 ;. -/717 ,,, ' 12POP20 -6�)24POP45 �: - ' , - � I '....' � 1. . .. \---�<4110,87 ." I 0 ISPOP30 1: ",- '." . I I ,/ - : - 2PAN - - - , � T 463�254- - . � . .. ; : 54' RCP OUT .\. � � 415.03 ; �� � - 0- . 4 � . " N I r - - " : . I I - - ... -% ; . I : %- - - � ".., -1 . I ., . �' 40885 '+-'409,18 �- - - _ 0.71/' -410- _ � "I �- � .. . � � + 15POP35 %. I '��-. -.'.-1-- '.� , 1, � .. . : K k8 2 1 ,415.40 � ..... 11 -��P- �- I 11 � ; ," I : � -r��; ,-,'-21POP40- : \ , , .... I V - .� ". : : .1 ."...", , 1- ... .11 . -1�#M!H- I - - ' ' -(�'--- -- 2t#�A' 0 p \ - - .1 -.- ' .. 11 * k' lt� :- .1 -- : '�� " 7S. . I I . .1-11 .' 410.37 � - 1 15, 1 .", - z ...' � 1-- .- I .1 .1. I . : . , - -- I -.- , : �' ,,, !�:'� :. :1 '%, 40fto- - - . . ..... ..... ...... .. . ..... ; - , '- / " I ,,,, IN, . �-� : - -.: .. ... - -1- - .1 ' 1, ' *' : i . " . M. -1- � 1, . . � ,- V .... � " I ? \ .11'. �' 11 5,POP30 : , \ ' I 21POP30 I ,, P 4 1.9 05 . �40P ­ - ; ..',.. - ; . '.. I � I I I I , I " -- ....... - - ..... ,-.,. .. .1 ,,,, : : . � I % ` I , I ; � : HD "-. . - % . I I' - -- '8SYC30 - - " - '� I-, -,-` - '.. " -- 1. ��'�- - +I - " �_,, � , 4*412.75 � ". , OU '� .. - - .1 I 1 4 8.56 J�PPOP2 I �x� 7 - : ". -': - .-. , 42" RCP -0, I ? .. - �' I - 4 �- -.' '. I - SSMH ! .1 ' I V, --,. ,. , � '- - - ' - - , _ - .1 , -I�R14.63 \ � " 5" . - I " 1 ..�407.80 .,�Z21POP35 � T 412, '.- . ...... ... 1. 11.� -1, "III- , . .11 - .,-. � ,. '- ''. '- "I . <�' , ", . a --111 - - ..." , '11� --- �� 0 , -1 .,;;, , '. " ,. -� .... . . --, : -, " -- - 1. '*��" 1. 404 , 49 ,;" . I � tp "- . 'Z:��416,27 j TOP 421.61 '.. . .- 0 0 I �-'-'. --- ." x '.- - � � - '..' �. -� . ,. ". 1. �'- ' . � 1 -'...'..", - �' �- -/. , ��* - . � \ - I I : ! "k> ' j�L112POP30';" -11 . " N 413,26 .� ". '� I I GRA Te - -11 I : .� . . " . \ \-;,/ 416 0 7 'L 18POP30 I:k '. - : , � ""I" ---".-2-4P-0P20 -4'-i�'O'- I . ... . : . . 'a PVC I ..' I . -_ k�'. - " - I �' - ,. �' 5 1 12POPIS . ". : --PVC - , - " I � �� TOP /.." VOPOP20 s"'�-"---�' �-"�' . MANAGED SLOPES, TYP. ., I 11 � . - -.- - - -11. - .1 " 1. I I ... � I 24POP35 POP2 �x415.82 " -�... - 8" , OT -41-3,10' ' .. / 1, " 417.8,5 --- 1. . . - � I 1. : ---1-'.--' �-� .. : .. I - � I- .,;. -- 1, Is. : � :,, 409.86 �. � -: ,,,, � .� I-- . I 1- % : " � . . . ' " " ,. I - - ..1. -- 409 5 . 5.65 P20 'Cep �' .' , , / 1 .. - - . -� - / I- 11 IN 410,95 ' : . . ,� .. "� / 0 .� � . " '-�- ---' ". l()MAP2 OPC I - ,�' ��'-;��'� ...," ', � -.. , 1-1 � . . I I -�� � -;w':x1'z-1 .4 ".. 1;' , ,.x � . I 24POP35� . ! Wl- a, .71 � " - -7 , , $ 410 36 -�;�� . -.,.. .. / '. --- , --, - " '37 � I tp, ^0- * - - I + .. 1- HDPE I ' " ,�LJ409.' \ 1. . I : I I - ,,, -.. � A . ';-7, -.-- 12P0 20` , -1: --, ,. 61 )P25 1�p 4 \ . I - � >� .� - " � . - I . "' '.�" L ... '11�- ,� '�� �11 � - - - - - - � -� -1, " -, i .1 969 *- . R . -- " " - 9 24POP40 /I Q + -;:t I I '-� "... I i4p,61P20-11-t RIP %� "'4 ". " i LP - I - AQ � - . - - � "�- �.-< - � � , I .... + - - �:g r-1 5 CP'10 � . -�.-. � , I , Z. . k-.l%9P2 �1'113 18POP30 � 408.48 _.� � -- 1. . - * 419,62 1 '9� I ' " .1., ' : " RAF :: � 11 . i� \ " -, �. 11.1 � 4tT,xR�'MetAl -re- dw --, - � '�' q V --I- . �'�� f 10,84- , ' ck, . ::7 sp'l ---�' -1 I- b 29vu ' "./ P2 - . I .11 OP25 -14 ", i�Hltt � . - ?�� I '�, / I . RAP '' -�"'--' I . ,.� I : ,". I . � � \ � � -- � 4'-�' Hb .� ,.,.,. I . - 11, .1- _- : : ?'V " t?N�- 'L. - ��4' '- , 1: lzyVF3fJ I I 11 I 1 ` - '� - '-, '' . q J54 112.16 8POP3 -11 � 41�;7 7 - -0 \ \ - - u- 11 ' � : 1, �' � / Z I I- �' -R ?A'5� I - - .1, -A.,-' 412,27 . .1 / f'� p2q ... � -.1. - �'. 1.1, - ; ' '` �' I . " i e ' ,." -1 ,.. - ( - 600P - .1 4 I . �'N -'ell 419.89 I -1- , " - ?�'_'; , / " "so- '-- - --(t 2 �-' 7311% ... - SEW 1-a-5 � � I., � 0 PB RIP '.'Ali;�. '10.77 '. , I A � -1, , , -- .8 lop, 15 - I.- .- �p .... .. 2,1P046 # " 4 r 0 P25 .65----, t2O -; 0 �L -4- ) -.- - -,- -, I -- a P2 4 11 '-� '..'. .... � , .. 11 I .t �33 " "Ill . � , I 655 Y. ;:1 J?\Ik-� Il . / - I �- ). -- - -11 - 408�6 ­ :: 11 �' - � 0 -, � V), .; -1 . ' , ,' '... '#/ -�. I ..... -4& ., -1- I ... I - .". - .1111 . . . � \ 'r . , U -- • --.� I., -� .1 " -�'t,\ "- I . . , - _-:�_" ".e ..' ./ .1 ; 111 I, , -- -P7 - ,", - 'e , . " . 'I � / -, �'�'%-'�" � 11 I 9t ", /A P47 OP35 . � "'..' . . e . .'� ., � 25 - 6" � , - I � " 1- ' ; 1, � PE! / I I '�' -�-' -%" � . - -. 15PIOP�5 ; . 'iB , \ . -' ,. - -----1 - � 1, .: N.. / "INV I ...... . 21 Pop t , \ , " . .'111-1 �' "', .11 1144 - 11 -21 . I- - - - 21 f 41n ' .." - ..: " . r � 11/-1 '�'��' 4 . 1POP40 i w . 6- 0 6 S .' I -�� 408.36 " .1 � , 0 1 - . " ' -1. -.... - . � -1.1 '..' �- \ - -- tA'A '9 �' -1 � ". "�Z- . I . I . i -.. 1, b� , -"., .1.1- ---�' - - 41Z. V A15 - - +21 .1.1 : - � I . - I � "L ' - ; -.- --- � . .-.1 " � � . � . . -Z�- - PB -'... \ "I / I , I . , - 18POP30 - , I , 5*; 09.5 0 .. -4 "4 C .11, , 1. �' , P, ' ` '�:�j - --:- - - '-- "'.. - -1 '�- � '_' ­ 0 ..' :iiZ.l8POP36 ... ... - . �. - - - - - ��' -- -� -1- - . . - 11 N ,1 -kl� ' , I .. ; ';".� 1. U- �'., - . I .1 , f " �' > "�.0 412.89 -40- -'. ..' ..' ", :" '. 41-? ; 1 -1P'0P40 - $` ? 1�1 �."� -.- ". I I ..� % , ".� I 1� "� .. .1 /,g -42POP�5 - I" -- , .".. .�' �-' / , � . '.�� ' -�' '� W I., is -, 10POP18 . -414.89 14'.3 ,,."'%"% --%.. - I.... .11 I i ) .11 - ,. -. � ." I � - -�: la-� CMP -10' I I .� ,. .1.1 � 18POP30 ; 13,2& "- ... 4 6-1 --�- •�- ..... _ - "I .1 P� � � .1.. .. -1 I '6' ..' �' I '. .rl\-- - � .11 .. ----4f4.76 - I:k .. ... � I 1-- - " ­ * 112POP20 - 414.29.p - - I � : , � - S, � : + , 41 -. '." � 21POP40 % ... ":'� "', .... -1- " -1- . I 11 , . . 11 "- ..-- ..... � %. - .1 . - .1.. ' r 10 "�' -'��- .- ; - I .. .. .1 '- ,,, +406.74 ... ��, .� .. , 5&LL15-POP35� - - - , W "'. --- .. .11 - / / , ' , - -"' � � . I 1�1'��-' ... ..1-1., �/ - .... I 1. '.' - -: ........... 41155 0 ISMAP40 " % : . : V I ? * ' . I I : ' --.'...'� 1� , .. �' I -'- ..'�*�.. �� IW-T'� ", ", .,..- : - -:�� I , - �,,,,, � / I 16-POO25 21POP40 , � - '*,%., -, .. .: - I . -, -- I - - 20.43 -, - --0 � _- ...'...-'1-'1-' .- . ..... -- 1, . I -.1 + ":1-1 . I �-�-".i 1�1- 7- . '-� - I / 0 15POP25 ...... � 412,66 � 4 P4 - , - ..." " , t. 'R -� '��' / ; � - '.1 � .-- - � %.... '. . -, � 414.40 - ..-. -1 - . . ..... .- .-I ..... - I .. ..... %*.. ��' -.- - ... I 1. - - . - 1% ...... .1 ... ... - 419.56 0 -40- 4�' . -;-� IM'. �1� .- � I . ". . ; . I " ... .. - -- - , I --..' . '1 COF25 �'-: q 1, - - ,. " . - . .... . - " " - -A I k - -, .1 'ii....' , '-� I + - .1 �O , '( I - ' . 40 ' , ' - � 1 .- '� '-Wg - -11 .�: - ....'. - - - - ., - � 11 " IF I " � 0 - -- . -( " .1 , I- - I I I A , - .,� .. ..... 4Z0.8l / -� " , , � - . . '. I .". - I -1- r-)' .�� , 10 1,01_- - �'- ., - - �- %, ,�: , . I � .,.,-.., I � - I I SSMH / , .�'.- i "I - 0 " , I .� '. � . - I , I 0 21POP35 • 0 36POPS -- ' '­ - ", ,,, % , � - - ' - .1 , ' ' , -'- _ . I / .. -, - 426-27--;�-, .. . � I., - - I '� 11 I �19' �-��' '.' ;;;.-�� I .",' ... - � I li� '��' '.- � � .. 11 POP'15 . 9 12POP20 417,10 414,99 TOP 419.38 -- " ':� ... - 11- . " " ; i� - I � - � I, .. 15POP26 .� I I ... 0 8POP20 - ',-' 0 r. �'4 - I - 2" SSMH 0 11Q- - - - - ", - ; ' , 'O I ." 1� G " .. � ..... � . , '.1 ­ "' - 15POP20 •� � I .� I -' - .. - �.'. . . , �. �-' . . - - 415.77 . 420.0 11, 416.60 . 30MAP5.Q I 1 8" PVC. -IN' 414.96 1 _'. � 0 8 OP20 1. IOCHR30 , . . I '�;w .." � .11, . I 0 ' , - -----,--,,:: 421,64 '% / - -, I . . 1- 1. , I -1, "I - " � . *- I 1, ' -- �' I.''. 1-- I . *12POP25 - ­� . - TOP 421.27 11�1 . . I -- :. .1 �1. I "I, -1- - - 419,11 �* - : 1�1 -'. .11 . ..... ..- 11 ... - - . 11, I - 421.00 . - -.1 k � .- all.. PVC IN 414.6 0 - .11 '<- 426.85 . 11, � 141 - ,, ,.."., -;� . ,,,, .1'.. # I.." .. I-- , , . 1-1 w . � -- ---- I 11.� I • .... � . .4��.38 ; ..-*� T P q ", . - 0 -- MAP45 % .. � ... I ... " -_ , 423,80 1 .. -- ..�?' 15POP25 -- . p 12POP25 1< - 8" DIP IN 416,25 470, 1 ; -�i�� .1 -11 24 1 : _4 , " 1. ,. I ... ?. 4' "�' .�� ..' -- " � --I .- I..." I I .. '." "' � w 18' C P " : 1� . 1--.'.. 81, PVC `� 2 * . : 0 OUT A-14. , . . I I 1� ; ...... I - ";�;' .. . I � '. - . ....... ,-... -420- � 1 42117 '- 11 . I ".. , �C�. - t , "I. .. �L �- 428,74 , � , 8" PVC IN 416,11 ^ , .11 .. , - lo + / I .1 ... 6 '11 - - - ". - 427,6� ,,, � I OUT :' < �� - I - I : ---1 ... ... � � I , ' ...'.1 - ; I � .... ... % ....... " '..� - - - -4%pog3(3 0 1-apop25 -. .� -� 1.�- 407,5r, -;�" , .%,' , N � 01SPOP20 ;: -1- - .. .... I .'...' ..,1 I., .' /:0 '. , ',�,� .1 '1 I .'�" �', i ,%,% �, -1 ...... I 0 i .... - I-. I .... .. -1 - � - - - - -420 - - - - � ." ...... .... � --' '-<.'% " - - -'15POP2,6 11 , I •& . .... �.' 8" PVC OUT 415.98 / , 1. � .. '�-- - '.- "...' - - - 420.74 - -1 �- � ..... - I'� .1 - ; " � .1 . : I ...... � :-� . ., .. - , i . . - -' I . 11 : -, .. 68 �' >'�. . �..'-. - - .11 02 - , 429.nT � . . I - - - -r0POP20 * 0". , .1 1 ' t�-t-'---*Ag ,- -� ; 1. , - .�-� 1- 1� � -1 .1 � - / � �x -." . ..... 1-1 10PIN , , - -.1 11�' .." 0 - . - I I . .'.. 1 43t -1 , , I .11, -11 421,0 , - ' - .1 - 1. 1.10 ..... -... - . 1. I -15POP�25 180OP30,- ,- - 1� �' - -+ � .- / '426-32 - ... - : .. " . . " I � " + / .1 - ... '.- - - . -1 ".. '. - ? , 1� 1. a . " - "I -, - .. .1- \ / / . " .. , I-, " � I �' - ..:��'�';�' - .1 11 --.,)L .. 1-1 -- I .... . ,%%% 1 12P - 6POPw ... -:��-..' ",;. -+ � 11, . -. /P - :' � �-�- -, I ' --�'- ". -- '.. 11 "I - I I'll, ..... . . ..... 1- \ . - - ".1. :; OP20 21POP4.5, : � , �' ''. %-RIP �:- ...... .. .... 11 "..' . : ., . / .1 - .� 410��-' � " '-- �"- - 42t5l 421.94 : - 1. - I I -10 I �-1 ." - ; ' ". �-" - "r-- - I , .. I '.' � � �'. " --- - �-' � : 1+1�� �.. ' * ' - . . . L I ... ...... ... - -1- �. .. ' . - -'�.' - .-' - ".. -1. I - I 11 �- � - I � .... -- "+.- . - / I., 4�4,93 9 I . ...... / - -fSPINE30 - VeO5 " ., 11 A �-- .... �-7-�--- -,.--- 110 A - - --- I - � � -- - ...- - - ... ,. ... .- - '- I - - --- ' , + -- - - I... - -- :L - ... ,07.07 .., R P ' - .;' -* SLOCl . -.. :1 1-1 #OP20- - -- � .... . . ..... ; I : : �- � "I '� �' ". ...... - - ... �% 1!�-92 ,. 11 . , %1. ... � �� 15. Rep: -10- , -, - .11 -- . - . ., I -- -1- / 428,3a6 :- ;� .. ..... , �: "'+ '. " i. 1, , . ...", -, i- . .... .- I , . - ..... - .... ... - I ... 1, - 11.1 - - " 1. - 0 12 -, ._ , - . . .. --.1 . 0 : • " � ....... �- � - '. 1".. , "..".1 .1, � - - - .11 "I � - : I---.--- ".'. - I , -- - - --- " '. ... -• - 12CHRIS' . -.. / 11 . % ,.. ....' \ � 4" - 11 ..' .11 -.- -11. I �. � .... 0 1 - "I 0 11- 411,32 11 - - .... I 424,87 .. - . I . 11 I / - - .. \ 1.1�� ' I . . ., I - " ... � - "423-86 ...... - / "^ -* - ... - - -- *� 1, � I '�-" - .... �' 0 ISMAP36 �� 9 15POP25 ,& 15POP30 . - -21P,01345 .- " ... . ` SCHR2'd -�:� 12HIC2.Cf:", � " - -.1 '- x .1 - � � - . . 'O I �,, '$PO -20 �., - I �. -X- -- -,., : 1. - ,- ..- ..." I .... I I 15POP20 I \ - -.- , I 11• ; .- ... 11 I .... .- � �. .11 k : . -- r I "', .11 : '- " �. . � - -- % 1. P �� �- .- " , : : * -� 426.13 1 � ..... ..... ..... I -- 1-1 . ..... - 42T.38 ... -.1- / -- 11 ,C31.90 � � I . \ I ----- -1--, / .' "- .1 . - � - - .. � .... 425.20' ..... I .... ,% - 428 b3 / 1 : ", , " I , I .... 4 - .- ?10 -, - W. �' ... .. 1-425,52 * 150HR25 .. - 1. .,* -, " ... 431.38 1 1 .438,01 �,;," . . X '.'-'O� " "." '.- . ... - -:.' ---- - -11 .1- . �%� 0; -- , '." "'; 0 -, . k .... I - ... : .- . . -- I , - - ... •1. --' 11- -- - . � '..- - I --'- -.; .1 r� -, -1- - - - -- . . 1% ." ; .1; - � I �.: 4 '� '., - ,� - � , I -- - .. �-.. - � -.1 .... I . -% - v- 426,86 1SPOP30 .. �%" �- I � - % ­ I--%- . . . '� I .'. -.- i 3 15POP35 ' " "� - � ". , ." ." I .1 - - - -, - -.i. �: - - - ." '.- - .1 - .1.. ,j'%l2POP26 - - ISPQF 5 / : *� J '.- - 15POP25- � ., � I I ............ -1-1- - � : . . - 0, - . : - 12POP2�$ I a \ .�.' . I - ' - �. . . � -, - . . .. ... ­ ; ..... ...... - - -- %- 427,00 0• '-' - 11 / .....' .1 . S,' -J ,; , \ .... - . , - . � , I-' 43 f 8HIC20 2XA' - f. , . ...." - - ... �"� ' i" - . I .... 1 426.22 1 428.44 .11 0 . I I - I . - ... --.--v- " - �' - , - s - 4:�9.3b , � . I.. "I . � - -- '." + -- - � .... - .1 _ - - - -7t - - 430 � � - - - .�' �.. .... 0 10PINE26- � - ; - . . I .1, - '-� � '. % . I / ... - -� ; . -.1 . ...' : - � .1 �,- .'; I., � 1-1 439.03 - 1; ., I I ". I . � .." I -"+ . � .... ..... � - . ..... - . - . .-I . .1-1 * .'�--" 11.1 .'..' . , � - 1- -1- - -- .- - � "' I ; - : -� J - .. j ... . I I - - -.1 -- . -- - - > / .- . --- .1.1. .... I .... .. - -42i"91 / - ,,, -, - : ... �. - .-111- - �- - 11 , -- -. � ..... -'. - � .�' - "' I . . - �'-"��"-�' * - ,. - -I'.. '_ - - - -, , " . ... 1-01� + I V 'Un)141410 .. - ,/'� - '. . ".. � 1. -% I . � - .- .-+L30; :- ... - .- . .I.... - -431, . . . . . . . . . . - % . . � .. ... '....... . . ' 1. � , / - -'. -1 4�w . , -., , . I s , : I I "----' -- -9-12POP26 -.. � - ...... - --" -- I .... �-. - I ... : .' .... . . � I '� I - .- - .- I ...' . I . �- " / I I �' . I -'- .1 � '_ � - .- - .1 .' •- *I' '-- - - -4�§ 92 ..- ; Z' . % v �' : e" I T- .." - - - � '-'. --, -, I.- - � -11 I - � I ", -1 ,:-':",0 I I 'i ;' I., , . I , . .1 - . -- 111. , - - --% -.- - I \� ''� . TMP 76-54AI ' . -1' � �- � - 11 . '..' .1. � . ., .1 - . 0 15ROP25 . -1. - . -� : , 40, 1 : .1. , � ; . " - - -- 4,30.56' "' ... - - ... I..", ". - - 1- . .... I * / - : - /�' .".. : *-'� I . I - .11 ,. .1 �' : - 1-11 .. --41276, - .1.1, ...' I '. . - . --- I .11 , � .% I , I I '. .�' �' , '-� - .- . - %".. ...... .... :. '- -- ", .- : : .. -1 - . . � � I � ; . � � - - - - - I "" I ,- -11 1. �. 1-1 "... -.1 4 I � I I / . - - I I : ASH UNIVERSITY PLACE, L,P, � . - - - - - - I ... . .. I -.11 '- -11 . - 1.1- .1 . ..... - -111.1 - , � GRATE- \ GRATE . ., . ; . .. I ..- - - I..... I-- -. - 10PCP25 - - �-440- - '.". -- - % I.., � .- ; I�POP20* / .1 ... .... . � " . 1. . \ , D.6, 4580 P. 539 , .. : I -- : � : I : .:, �- I - I .1 " 1- -1.1, .1 1- � ; -- I .... ..... 433 02- 1 : ; . I -. . .1 1-1 .1. i �Z- '90 - '.- 4 4341.59. ,,, - � 1- ,.-. � -- - ..... � ' TOP 43'8.44 - - 11.1 -1. � ... POP250 ; : --,' � - - - - .'..' -- .11. � � .- . '..' .- 1-1 '�':.�'.' - - - -. � ...' .'! ... ... . I TOF�r 440�55 -11&11�-- \ � I 1. 1".-- � z. I,," .. D,B. 2168 P. 105 PLAT .. -..' .1 I .. ,. i'� I � , z'] . - 1.11-1 , '.' : .11 , .' . , I I � : �� -, '- '"PORTION OF -1-- - 10 .... : - *iOPOP25 � , I - - � - 11 / - -1 � 6' RVC IN 433,69 . � . . 'e I ". .... 11, -.. - � I .11 - _.- _� " -- - .1- ..*.. - - 15" RCP OUT 43.6 2tr'TELPE6 ' ' : . '� _ I : ,>/ " L - I "I I 1. I 11.1 " . .. .... - . -1 . . I '/ � " �.' -435.55 . '_ 1. '�- -- .. .. ..... I ..' I . -1-1 I �� '.-� .. I . .11 '.. __ ". 11, - ., .... 1� � . '61 4'. -�').'- 15.. 1 ." . . . �+ 1 ­ "I" '- - +.-- ". I ..... ... I. - , I . I � -� �-'- -1 . 1. i . - ; . A-1 11, � e '­ - '. .1 / ' � �, 6" PVC IN, 4-3'e.' 7 - --111 0 .Rr-,,,,,, f.,�r-;��,,.i,-,,I�,,-����',��-��.-: �-: " TMP 76-46F--- "I, 11 ..,-. -- ..-- -, -- - ' 11.- - 436-30' _ - _ . _ - 1. ; ­ - - - -/ � . %'PVC.:` - , . . - . - - 1% .... � ..1. '. - . . -� 11.1- - : , � ..- ... , - - .1. I � .'.. � I - 6-.ql , . I -�'-- . . -, 111; , "��- �-' '- T. '�', , �� � �� iz� ,,, - - •: �. kms- -.- I 1� t." - . ..... ...... '�+ - : 8- -11.�'� - - 11 .. ,- i, I RIP I . Q -". �< v - f " '. - 11, '- ,,;;OF, �- I . , e � - . '.1.1 - -- *- I -1---1 : � -r HDPE.".. -01 --' PVC L I 1-1 I . �-. -. - -1 - k -j' 1- - / PVIP,.14'�3&65 .e . I I . . ��' , - , "I -.1 -.- - - - - - -1 - -- "" - .... . x - - I ..... ..... - a: �- � -- - - ",t::-1 . % �. y- - �' .I 16% - - �-. i � + 1. � � -- ", 8.383 ACI - -1- - � ... 11 - -- .)( - ::� 8' PVC IN 438,55(-�-i �-V � � �� �' � -, . - ..... I '...' : - " � . 11 - I: .: Q 'm#� , . � - - '5. - I . -------� %'% - - - - - - - - - � - -440- - . I �-�,-- - �' � RAP . "'N" A I - 1-1 ,,, � ­ /' . . � I ��" ,I 3 I I - ' I - - - � - ISCHIR410 ' . - ' I. .1 - I ... ---�.' 1. '61 � : '. .." . . I % + . -; - I 11 ... I � -- � I .. . .... I I ... 1-1-, � % 4 : .. - - -- .1 I '. .' 1.11 � � \ , I I - - - 11 I I .... ; ' .. ..'.% � , " .-'-'��- . -- - + - I .;' -- . ..... ... , - -. � .... I - '� e 11�-'111,1 1.0 " 66"- 11-�-'- " . ( ' ' " I , - ; li, , . 1� I . ' co -1 "I / _4h.�'Z11 lt�p '. v � , ." .� ; - -- --- I-- .- - - .'- . - - I -�' '- : �' , " ' Alp� '� �1: � � -- .1 I-' "" 'AA'0 .­ I .... I -, 1".. - -, ..... I-- �'� �" : ..... - � .... 11 ' CC, \ ., -� . . %"�' � " ; � + - -1 I �.' . � . . 1. ..' I - - I " 1� - . � 1, ---1 � %'?..,, -�';-� �'� / POP50 - .1 , Z � .. 'It., - .-" : � "". . I , I - - '- .,-- ,.", - ... -- -, .11 -... -1- - .. ... . .- 1. .11 "'11-1-1 >11 4 . -- . ..... -.: 441.54 4( *--� -�' , - . - <1 . . " � : , �- '11- G) , k / I , . ; " -- (5) - .." . .1- � '- 1-1-1 ��yt : . 1 . 1� " - - � --. , -, - I 1-:'. -- : I .. . - ..--- I �-'. , I , -11.1 . - -� -­ '� �� , . � '­ '­ . ..... ...... � .... ... - - ... -- .- ... . , . --.. -, '-, - -1- ... 1-11. � ... I - � '. , , . " - I � 1. �.�' 422�67, " , , . : : : ; -.11 , -� -, .. . -+�te- - , HP . ." /' -----�� - ��': ---X�-A--�-�% 15 ' - ".1 Z' '�' 11 .... . .. . - '-, -- , �- .1. - IF -E"� - � .".11.1 . 8 ' ;;,, ..", , ...... �." . X -X -X I ., , , : I I .." , CO / --1-1 . � - lo", I 1- , �-11-1-%r-;1A" '&' � ED] k -�� . . I .-� /` . . ' - - - LIN .!'., ." '.' /- I . . \ -'--�'-� '-� ..' + - " C�JAI'*-�-�g�� . A 4 1. 3 ..." ." .1. '... c ' , (51 - - - .1 �'� CSA' I - ' 't) ..", ,-.-. - 1. - - ,.;,.,A -� - - - " I \ , I '.+' I I -1, ; I .11 : - " - I , . I . + . � . ,. <' " ,,, - -.- ", I - .. - - � - . I , ""..'/ - . �..' ,'�% � .' " . � "Z ' " f,cr " -1 . *.��-- '.- . I I 1.) ".--, �. I -11.(�:-;� , I � I , - i :- . �- - .11, � - - 1. / ,. X-1 "" 9. : . � . I .11 1�1 Z' ; - .' -'- I- 1- ­ ' .... �. q 11 �--" I . I 11 -11� / . , \ I ...' - - , ,..-. I--- -- - ' - -1. - --11' , " -' -I-,. "' I I - - 4,'�, - � - .. ,,, I --11%... , ..'. � � - �� .,- ; � I . -- ? .. � % � . . .. ", il - -.- � L' _�Y� I .. -. � 11 . -11 %111.1 : .-�'� 44f � . ... I . . s ; �- - I 1 40 "I -, I , . 0 \' .1. . / ,%;: ; / \ I -, 1�1 �� .11 I �., " "I � , - I I .... - - - "" c ';e'. "' -"'$...1.'.. " . I 1-l'- % 1, I . I - � � : " "I .- .1 '.- T 11-1 ' �' �1- U � - I - 1.1- ..... I-- --11 -..-- -- .. . ..... ...... - *---*" i .. q RIP ,,,,,, ,- 11 . / 1.11' el ­- I j - - 11 � I I "" I , 11 1-11 -�' I / 1XI I. P ::'.'�.- " .';�' - ra � � 1 " � I , � ; - "I ' -�''-i'._ __ __ ..''. , .*-. . . : I I - Ar I I'll I .. I . �. .1 --� �- 6P HP IV - I., '.1 �, I .1 � i : 11 11 I - ­ �� -1 ' C ? I : '� I. I % . , � . . I - . - .1. .. ,. ! ' I '.1 , - --1 � - ; '0-1 I �� I i 'k - -Q-�' -' ; � �' .1 11 " .1 � I -.'� 1. ;'- 17695, - ; . , r- C6 1 . . .,:,. '��+ " : %, "I �'. I .1.1. ; '�I / / / � '. \ I ' - . GV � 0 " SSMH '� - . 0� i I - .%, -1 ; I 'TANK . . ,I .. I - " ;. 1- .'.-.-. � .-I ; I I : , I .j t 7:1 I " ". ' i� z- I I P A : ,. ,,, I TOP 444,50 �" -- \ '�'-- "'.- - ,� �.' ... I '-� I " � :." 0'!�Jv #500 / � / I ' "' - 1. 1. ')(T .� .� 11� I " '�' - �' . I I ., - " % �' : . � 1. s: ' I I -- A, I -11.1 , .1 1 STORY BRICK / 6" PVC IN 435-76 1ra , . .... . -.,. � I I " 11 . . �7 HP q ' X I > ,. .1 . 0 , .. -- ", I . I ; 10 . -� % --- .... � I .: : DROP 6" PVC IN 435,3� ; ' . I �� -'-- : - � / DROP 6" PVC IN 438'�� 'i, / . I - � � I 1- I t : . . Ile . . . . I I 1. � 11 � . I.., I I -1- - --- . . I I 1. / : . \ 11 : ... - : : I -1 - I'll � .1. .- ". ...... Ac' :: I . 8" PVC OUT 434,26 , . I - 36OAk5+0 " �' : - ,. ;Der .. -.' -.11--- . ... E 1. ,� 1. I \ ' \ 0 " '.' � . 11 11� ' . 1- : .. 1� . "• ,432,59 ". � - .1 I . ..... -.- 1. 1-1 ,. �' ,. - , : � � \ I I., . .1 , � : , I .1 . /�.. CO f � - , . . , C - I kINY U 3 9 3�8 , , Z:��./ .. GV ... I --- I., I 1. - ." , ". ... .. " , � , I W1144IE4. Q. : I - -440 ;; TMP 76-46A ' 11 11 - -.--,-.-% -,'. � �' 0) ,44877. ,. I ".. ' # 500 CO0. . ............ - , ' " . �. '. ;- .11 . GAMBIT, L.L.C. AND ' % - l5PfNE4g 1� * � I STORY BRICK . , - \ I z - . . . , '. - . - � � I PAWS, LLC � I 1 '447-30 'f449 14MAG ; � . V '� ' ... .11 '� . ' 4 C'B'S 11-'111w'-::'-+ 11, 1 270 ... .11 / "I � 4-49.28 0 1 ! I . ............ �' - D,B. 4573 P. \ . . I .- - " .' " , I ' '/ . - - . . .... . .. %--, .. '�' D,B. 3038 P. 96_PLAT� �.' I . � �OPINE45z I "I �' : ...... '+ - , " 17�1 D,B. 2168 P. 05 LA I I "" 11 I -'.. 'iA "+ - '. . - I ".--, -.- , "..' ;+; - . - ' , , I . - --, -,-. 6 �. . � - I \ - - , -, - , 446-84,, - - -- -------- L:��� I - �. ' I 1-1 e I ' "": 0 � �� I w a t e r s t r e le t:1.1.. t i-" (1,11 � �- . , I 11 , ; i : I �' I n A s c �;I p e ,,,,, r �" In i t e (-1 [ U r e i C'V I e.'1-10:,neer�n�, F� I : : n -, , ��- E professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 201 6 issue date revisions EXISTING CONDITIONS 2 sheet title (� N 0 10' 20' 40' I E a = IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� I 0 sheet number fn I " sp,LTH TOPOGRAPHIC SURVEY OF A PORTION OF � . ,� I., '-�:.'Zlj �' - 1-.-.---'.-- ....... x0 \ -1 ... ", � .0 TAX MAP 76 PARCEL 46F . ....... ....... � .... ... .... - LIN 'PLN C LOCATED ON STATE ROUTE 780 z -.- 0 -I-,' � I R " Y I N G '�* I ALBEMARLE COUNTY, VIRGINIA - ir SU V E THOMAS S. LINCOLN I 0 ' I 1 LIC. NO. 1326 0- �- Innovation. Integrity- Vision. ' DATE: MARCH 24, 2016 SCALE: 1" = 20' CONTOUR INTERVAL: 2' 632 BEPKMAR CIRCLE 4 0 NAVD '88 VERTICAL DATUM - I SHEET 2 OF 21 --, CHARLOTTESVILLE, VIPGINI,A 22901 SLTRV OFFICE; 434-974-1417 --JL- ----- A \ 105005202-TS--16084,PRO 105-0052-2 LIVLDAT 0 ! ; , I .-- . . . I .. I � 11 - �- - '.' .1 - �1- � .1. - I , I I .. : � ... I I I I ---- I - '- . .'- '/ . , '-- .............. I I .-.. , 1. : --- 1 - /At 7 $��'S T . � I � , .11 '4'� 64 ; I ; p I I � ; I. : � I f �17 0 , I " I z I I I . I I- 11 I 1 -1 SCALE IN FEET . .1 I-. .: ...... . . / .1 :. . --'�� I 1. . I n-' --------------- -- - . , k 11 / ,,, , I . .1. - �� , I / I � / . ,. �� - "o . � I ... � 0 10 20 30 40 80 � 1. . : - - . . '.." ..' , I , I s ,. 1 5� . I : .. I .1 , ->Z- I / I I I � .. w - I * I .e / .1 4 ... ' . I I ., I - .1 . - : . I � z' , : .. .1 / .- --`- ..' : I : I � : .1. C� "� . / , I I I / 11 * - ' . . - v I , . � " * -- -� , : 4 , I I I ; 11 .1 All- 9� . 61486 :. I'll. ; L , q . : ,; / . � I 11 I . . . . " , -, , . � I -. '.' . - I ..' ; SSMH 1 16A3 1 : . / ; . I % * I WOODLANDS LAND PROJECT, LLC I . . . . . I . � . I ,� . : I . I � . � � " . - . . I . 1. TOP 416,35 1 - . . � I . % . . . , 4 '� I . I --� I I I �0 . k , I 'I, I : - � . I � I I ; I : -1 -1 D,B. 4596 P. 167 1 ­ / 0 8' PVC IN 41413.243 .39 : I � I ' I "..' 3 1 : I , . I .1 , D.E. 3453 P. 276-277 PLAT ; I .. I % : I �i� 87 PVCOUT 413-n "---'1. � , � I I J \V N I I '- -, ; A <1- �" 'I \ I , ; . \" � . 1, I ;''---� s ' I '� � . I \ ! : . .1 . 1. I I ,. " �': ; - I � . , ; I , - I q 1, .. . Ix,1 I . I � I ; \V- -1 I \ I �' � � . 06 ,�' \V' q. 11. \ , I .� . �' , � . �'-� .1 ----� �", ' L \ I p. �, ..' \ �,, INV OUT ; " RIP � :"� I , r I . '' � � � 1, . ., "I 393.88 ... RAP . L .. . ..... - " . � � 3 'Z 4' I ; . I'll, � q - - I I . �� . 0: , I '�' . 1----1 .- . "., . \ " I " 114 . : � I .,. 1. , I 1 I I ' , ,.,:.,. e ' 11 I . ..c�^ -1-1 I I GL I �.. � � SR I , I 11, ! '�. \ �'.'-' '-. , ' . I : . � \ . . %;�� . ., I � \ .� . . ". . .' "I 1--1 I 1. I I � 13.7 \. I 1, . ­ ' " -��..)" �' I -'--� - - k' 01 . .' 1, 1� -� 1.9* " " "�'­' '... ...... - CCOC'�'�"_��- ."Z "L. I ". .1 . ,. � . � ��' ' , 11 , I .. . \ ,,.- .' : I -T . , . � . , I 111. � 1, , .. fs* . , ': 'I, .' '' :1 \ / :1 ,---' U-0. , \ 1. %, .% 1, INV OUT � �/ , � .." " � N � 0 1 . 11 . � , 1, , . ; _ .... �' � I : � I .. / � _.- - �- , , I$ 18.1 I I I k4�1 . \ %� I . � ," 1 397,27 1 - I , . 2PINE2 . , 416,19 : % � Z \ ,a . � \ "� 1: . 1.1, . ' � : I 11, I �-- I \ � . , \' .----. .- � -_ . .... . ... _ 1� , 414.88 : I '\ - "I k "� : ' 4 � 11 � -- ...... .1. . "" � .1 I ' -1- ..' 11,15IPOP35'�� I :. 1, -- . .'... "..' 11, I.., "...' I .. '- I � I %� : � .. . �'_ ... ' -1 . .1.. ,. '�P� I �\ .... ..... .- I - 1, I I.. -. 11 ':-.- .1 , -I --.1. '��? - -.. .. 1 .46 " ' 4 : � � I CIO � . F' .... , � 1, � I I . , 1 ". I \ I � � I � � I I - -.1 - � %.- - . �.' I '%: 1, -" I ..1. ----� : '....: - .... . I : - --.,- 1� I - - ,... 1, . I . . \ ''I ' 0 � I : j ; . I.." 11 '' I TPED -.- . � . , :. ... . � p - - , ,-.... . I i . . 1, - k � I .. ...' I I , , 9 -,-'I.- - ".. - , I I V ". 1 - I "I -P s. I--,' �. .-- 4��112LOC20 '4�02PINE25 � � . .1. E) I .. I . . "-, -, 61REe T- � 11- -1. "I . 1 '. /:11 I ' ^ . � ... I.- 41415PINE30 . , - -. I , I : ----.. �%413.37 \��413.64 0 .. "' -, '. I ' -1. � .' ; .� ,... \:, V(P - ' H : ', �0:1 " - . - ... .... I � . . I . 0 - . . I I .1�' .,..-,. \-j:(413.88 '.. 1, , . ,41141 I.- : . / I -'. ':?� - M - , \ . .. M ' . ' / ,. : '� \ �.'Cp 4 .. I ." '11% ,.1 I '---� ISPINE3.9. SPINEV�P -, \ � I . .1 I : I - -P -� . - � o . . 11 ", ' q, ;: z / . 11 :. . � 11 % ' 0 \ . "�'k '% � ,,, :.. ", � ,IA�,.ISPINE30 + , '-" '.- -. � ,.. I '_1 \,��413.95 �x 413,27 " 13,86 \'� �O �' � � 111� : , 1 / z . .1 V .1.1. : �' '��N F� - ---'. . I Ao X : t. I mt;Tlzt.,��' I / . . --.�' .... -- � IM I . �' k : �' - I-- P . ,. : . 1 .97 . I I i . I. . I I , I - -2- �� ..... - i ...-­ �111) 413.15 \ -'.... \ . I '. . -, -- - ... ... L . ..... .11- ... . . . . w - V.. I I : _ ___ I � ;. -, '�� I I . I ". - - 1. . I _ _ :� �-"-."� \ I � I - - .� . � '--� 1: . . M ^� , . � , 7.P � . - .. 1. I � .1 . � : 1% �� 1 %. � -4 1, . ' c , ..... . - I ... .4).12LOC20 � 1� , , SDMH � k \ � I -C I -- - :� , : ' .-- , -... -- I , -111 \i<413,37 ,� I " : .1, TOP 411,94 - . . , . . . . I--,' - . ! 6R LP I . : I � .: - I . � : . . . .. " I �' I "I I f . I I .: 14WA! :1 � I \11i� I " � I . '*�� / . , 412A2 ... � �-- ' '- " -----, � , \ w -- ..." ,% B6 . V ... .. ". S' HOPE OUT 404. 1 '. '---� 9C�R30 &L � I , . -1- " ;i I I IORB6'. . z1118PINE30 � � zk'L . � \ -+ -- '.. - I .. PIED .. - 1� , ." : �,W, ,. . -. , . 1: , � " ..1. - 1-1 . � I P 30 �� I I`+, I �11P , : :11:11 ... z : .. "";� 1 5 -t�, 412,84 10 OP \ � .� 1� - � _ 1 4 ... ---".. '..' -� I '�� 11191 : I,- -.,.. 4(/ , , I I , ....... 41629 �'. . I,- I $ �' i \ � .1 I � I I- .- - � I "I - .1 1� � I I'll ...." ..... .. ...... -, : : : ". . ­ I - :1.1 - .1 . .. - I I., . 1. I .... ..... - i 1. 1� r .28 I '-7--� I ..-...-- ; ! \ ! --� 5PINE30 : I . . 04t) ..' , V " ' z ' : 4 Y, 412 I -- . ':/ : .. , I : ..' ' . ' I . A418PINE30....- 1 . " � I IC I - I : '- o I I 'IG- --, . ..... . ....... . .11 .1 , � . r . :. 1% . . � . � :. '. '. : I '-� I -0 : ..' ".. "... ; -- -t:�411,90 '.' � k , I P ��/ya 1, -- .'. <-1 -% 11 ... " , 1. 7- " ...... - � -, " � A.-,; � � �� '10 I I , . ... : �-C .: ?p .1. ; I 1. I -. I -; ; (J'C�o : " --, --- --- -- I ; : - : : � . I I '..'. I . - : . . . . I � -I - �' : ,: � : i� � - ........ ' V\ �-c .1 I \ : - I 0� - : . 6� .. .... ... � ,._, �' f I � ,413,06 : ",a , 1Qb 0 , ". � I � . \ : :' " ­. . zle : - . 1. . . . � � w I -d- � 8 -5. - . . 1. .. : 1:' ' I I.. : G" " I I I - . I ..' '�� ieAsk� 1: I ., : wV � ��'�": 1- ; % . '� I I '..- � � . . : " : ::: C, � I I ., � , ' I . " '20' DAA . . ': ". : �' I --O 12MAP25 ; ..- ...- I.- . � � : .� ---_, . P '-o - . 12RO25 . / -:1 � I . I ; I�AGE ".�..� . zti:�" I � Ali�' �' � . : I . .1 I z , J . I I - ' -* I UP ..�.'� 411,46 ; DCHR20 ! . 1 87' 1 418,054 . J I I . - At . . . I .. .- I . I z . - I .. . , - w 1 3.71 �. � -� . D,B 2166 1 ". I" � �� . �. , . : +�4 1 \' I .: �" I 1* �' . I GW .� . 11 . '�L t � 1: ':�J I I � � ' -'- 1. ; . I . . .-� 0- -k. 76. a7 PLAT I � 7 - I '� .... . I , � : / . I I I . '.. . . . � I . �-' I . 4 " � � ., � I GW -A"- : i . .\ � I � I � i � 31 . ----, 1% .. 13J'' - I 1; ' '. . i / . , � � . -. � � - , G��, 15L005 10LOC8 � "� � � 4 �- I , - MN - " : ." I , � � ; � � . I - -+411.09 . + �' : �. ' � � ;'�i'-,.. . GeAT15 ' ; 11.11 :11 I � � I" 1:� 10PINE15 �>411.99 1 ... I . - ... i .-". , � 'k � I \. � . I _' I � . . I . ,,, .", �� .. 4148LOC8 , 1, " . � I . .. ` ..' 411.18 /- - � ,�> �'TOF 409,87 - .. I . � "%411.77 I., A . I ". -- .... . � I , ( ' I - -, I �'. ,4412MAP25 I � . I . - , I - : p� -i 1, "I � \ . I . �11.. -� I 1 -'X' ; " I � _1�� I I '�'. . , 54"'NRCP IN 402.65 " t-1, a I , . I I le .FIB„-- V , I . I ,. : . I ..", `� 410.84 � 15LOC20 ".'i.. � -111 .. . .1 . �p ... - .� 18POP30 ' I . 11 \ . �. -" \' 4" CP OUT 402.40 .1; ,. -- � � , . .11 - , - � 0 18ASH66 54 , " -- c-'311' 1 ; . - . <?� . 1:L8LCfC6 ;� 411 � k " T� - ,,, - _ - I - I I : I : . � � "'.: � '� 414.19 .. , I . . . : I . .... - . p . , ' . -AltQ8 - <� ' 'I�V412 07 " ..", �' ... ' I JAPOP20 -+r, , I I,- .. .A- 411,95 \ . .:.... ISCHR3* . , 1. . . .,.<.,. , P - 12 �-� - 8POP20 '\ ,. I I POP I I412.4' - I . I " OW , �411.60 A, � N/ %. ��-,- :' 1, , . ; .1- - - - � � 1P + I \ -'�'1 , 1� 6 - w I I �. I - 11 : .. I POP25+ 411.70 �k' "- ALL1500 25 �-' , DETENTION " --� -1 1 OP30 � I 10 15 4, 21POP40 -� � � ��; L 41207 � ��' .�' ..1. .11 .. Z + - - - - / ; - a OG6 , " "_' d .,. - -"'... ...1 '�� `� . .,.,.,.% I , I .... I-. - . . i ; - - ,10 N' 41t4l �-�� PP I- ' . 1?1 ' . : z .... , � 11 + 1 \410 9 �P' 10POP25 ,:�411.79 mT,-' . I . ) ." -Q . , 15POP255�, -414A . � "' L:- : . EASEMENT .� k:r4.lr , .. �' 1, � , '. - 1, 3TREEO' ,. . 4� %- � �JWOLOC6 12POP25 . ". !; I : . '. 1- : ". 1*5 .. -" '�' � I D.B. 1565 � 418,23'(, _.,� ' ; � �� . . : - . I : .1 .1 ' ; '. , ��'_ i . ; , � *1 . 45 �' 4 26 'Sp� 4 - I INV . ...... . -- 14\ � '.' �- ;4,6 �; " 00 1�1 \-Wl 11 "I --�� 411.47 ,$8 I GRA -LE - . - PC�? '- '� .. \ 1, ."i : , , �-' P. 231 PLAT / )18 .1.1 :.11 ", . I : I I -'�� I <�� 08,35 --I 4 "2 I � �/ / , P -- - t I POP26 - -J OP 4 - . - . I � '�i : 13 . S .- � -410.82 14POP28RO 19 � - 1�(' - - - � �_ 4 , , _* _1._ _.'� � 3V� 407,15 1 : 411.36 � : 7f,' 15POF,3 : . I , . : I - -� �� _ i 42- ROP IN 403 'P, . -, \ ,. ,61)21POP30 " . �' * . - � , lo, ' 1.17 I I I - I . I "I . � .1 ;. -/717 ,,, ' 12POP20 -6�)24POP45 �: - ' , - � I '....' � 1. . .. \---�<4110,87 ." I 0 ISPOP30 1: ",- '." . I I ,/ - : - 2PAN - - - , � T 463�254- - . � . .. ; : 54' RCP OUT .\. � � 415.03 ; �� � - 0- . 4 � . " N I r - - " : . I I - - ... -% ; . I : %- - - � ".., -1 . I ., . �' 40885 '+-'409,18 �- - - _ 0.71/' -410- _ � "I �- � .. . � � + 15POP35 %. I '��-. -.'.-1-- '.� , 1, � .. . : K k8 2 1 ,415.40 � ..... 11 -��P- �- I 11 � ; ," I : � -r��; ,-,'-21POP40- : \ , , .... I V - .� ". : : .1 ."...", , 1- ... .11 . -1�#M!H- I - - ' ' -(�'--- -- 2t#�A' 0 p \ - - .1 -.- ' .. 11 * k' lt� :- .1 -- : '�� " 7S. . I I . .1-11 .' 410.37 � - 1 15, 1 .", - z ...' � 1-- .- I .1 .1. I . : . , - -- I -.- , : �' ,,, !�:'� :. :1 '%, 40fto- - - . . ..... ..... ...... .. . ..... ; - , '- / " I ,,,, IN, . �-� : - -.: .. ... - -1- - .1 ' 1, ' *' : i . " . M. -1- � 1, . . � ,- V .... � " I ? \ .11'. �' 11 5,POP30 : , \ ' I 21POP30 I ,, P 4 1.9 05 . �40P ­ - ; ..',.. - ; . '.. I � I I I I , I " -- ....... - - ..... ,-.,. .. .1 ,,,, : : . � I % ` I , I ; � : HD "-. . - % . I I' - -- '8SYC30 - - " - '� I-, -,-` - '.. " -- 1. ��'�- - +I - " �_,, � , 4*412.75 � ". , OU '� .. - - .1 I 1 4 8.56 J�PPOP2 I �x� 7 - : ". -': - .-. , 42" RCP -0, I ? .. - �' I - 4 �- -.' '. I - SSMH ! .1 ' I V, --,. ,. , � '- - - ' - - , _ - .1 , -I�R14.63 \ � " 5" . - I " 1 ..�407.80 .,�Z21POP35 � T 412, '.- . ...... ... 1. 11.� -1, "III- , . .11 - .,-. � ,. '- ''. '- "I . <�' , ", . a --111 - - ..." , '11� --- �� 0 , -1 .,;;, , '. " ,. -� .... . . --, : -, " -- - 1. '*��" 1. 404 , 49 ,;" . I � tp "- . 'Z:��416,27 j TOP 421.61 '.. . .- 0 0 I �-'-'. --- ." x '.- - � � - '..' �. -� . ,. ". 1. �'- ' . � 1 -'...'..", - �' �- -/. , ��* - . � \ - I I : ! "k> ' j�L112POP30';" -11 . " N 413,26 .� ". '� I I GRA Te - -11 I : .� . . " . \ \-;,/ 416 0 7 'L 18POP30 I:k '. - : , � ""I" ---".-2-4P-0P20 -4'-i�'O'- I . ... . : . . 'a PVC I ..' I . -_ k�'. - " - I �' - ,. �' 5 1 12POPIS . ". : --PVC - , - " I � �� TOP /.." VOPOP20 s"'�-"---�' �-"�' . MANAGED SLOPES, TYP. ., I 11 � . - -.- - - -11. - .1 " 1. I I ... � I 24POP35 POP2 �x415.82 " -�... - 8" , OT -41-3,10' ' .. / 1, " 417.8,5 --- 1. . . - � I 1. : ---1-'.--' �-� .. : .. I - � I- .,;. -- 1, Is. : � :,, 409.86 �. � -: ,,,, � .� I-- . I 1- % : " � . . . ' " " ,. I - - ..1. -- 409 5 . 5.65 P20 'Cep �' .' , , / 1 .. - - . -� - / I- 11 IN 410,95 ' : . . ,� .. "� / 0 .� � . " '-�- ---' ". l()MAP2 OPC I - ,�' ��'-;��'� ...," ', � -.. , 1-1 � . . I I -�� � -;w':x1'z-1 .4 ".. 1;' , ,.x � . I 24POP35� . ! Wl- a, .71 � " - -7 , , $ 410 36 -�;�� . -.,.. .. / '. --- , --, - " '37 � I tp, ^0- * - - I + .. 1- HDPE I ' " ,�LJ409.' \ 1. . I : I I - ,,, -.. � A . ';-7, -.-- 12P0 20` , -1: --, ,. 61 )P25 1�p 4 \ . I - � >� .� - " � . - I . "' '.�" L ... '11�- ,� '�� �11 � - - - - - - � -� -1, " -, i .1 969 *- . R . -- " " - 9 24POP40 /I Q + -;:t I I '-� "... I i4p,61P20-11-t RIP %� "'4 ". " i LP - I - AQ � - . - - � "�- �.-< - � � , I .... + - - �:g r-1 5 CP'10 � . -�.-. � , I , Z. . k-.l%9P2 �1'113 18POP30 � 408.48 _.� � -- 1. . - * 419,62 1 '9� I ' " .1., ' : " RAF :: � 11 . i� \ " -, �. 11.1 � 4tT,xR�'MetAl -re- dw --, - � '�' q V --I- . �'�� f 10,84- , ' ck, . ::7 sp'l ---�' -1 I- b 29vu ' "./ P2 - . I .11 OP25 -14 ", i�Hltt � . - ?�� I '�, / I . RAP '' -�"'--' I . ,.� I : ,". I . � � \ � � -- � 4'-�' Hb .� ,.,.,. I . - 11, .1- _- : : ?'V " t?N�- 'L. - ��4' '- , 1: lzyVF3fJ I I 11 I 1 ` - '� - '-, '' . q J54 112.16 8POP3 -11 � 41�;7 7 - -0 \ \ - - u- 11 ' � : 1, �' � / Z I I- �' -R ?A'5� I - - .1, -A.,-' 412,27 . .1 / f'� p2q ... � -.1. - �'. 1.1, - ; ' '` �' I . " i e ' ,." -1 ,.. - ( - 600P - .1 4 I . �'N -'ell 419.89 I -1- , " - ?�'_'; , / " "so- '-- - --(t 2 �-' 7311% ... - SEW 1-a-5 � � I., � 0 PB RIP '.'Ali;�. '10.77 '. , I A � -1, , , -- .8 lop, 15 - I.- .- �p .... .. 2,1P046 # " 4 r 0 P25 .65----, t2O -; 0 �L -4- ) -.- - -,- -, I -- a P2 4 11 '-� '..'. .... � , .. 11 I .t �33 " "Ill . � , I 655 Y. ;:1 J?\Ik-� Il . / - I �- ). -- - -11 - 408�6 ­ :: 11 �' - � 0 -, � V), .; -1 . ' , ,' '... '#/ -�. I ..... -4& ., -1- I ... I - .". - .1111 . . . � \ 'r . , U -- • --.� I., -� .1 " -�'t,\ "- I . . , - _-:�_" ".e ..' ./ .1 ; 111 I, , -- -P7 - ,", - 'e , . " . 'I � / -, �'�'%-'�" � 11 I 9t ", /A P47 OP35 . � "'..' . . e . .'� ., � 25 - 6" � , - I � " 1- ' ; 1, � PE! / I I '�' -�-' -%" � . - -. 15PIOP�5 ; . 'iB , \ . -' ,. - -----1 - � 1, .: N.. / "INV I ...... . 21 Pop t , \ , " . .'111-1 �' "', .11 1144 - 11 -21 . I- - - - 21 f 41n ' .." - ..: " . r � 11/-1 '�'��' 4 . 1POP40 i w . 6- 0 6 S .' I -�� 408.36 " .1 � , 0 1 - . " ' -1. -.... - . � -1.1 '..' �- \ - -- tA'A '9 �' -1 � ". "�Z- . I . I . i -.. 1, b� , -"., .1.1- ---�' - - 41Z. V A15 - - +21 .1.1 : - � I . - I � "L ' - ; -.- --- � . .-.1 " � � . � . . -Z�- - PB -'... \ "I / I , I . , - 18POP30 - , I , 5*; 09.5 0 .. -4 "4 C .11, , 1. �' , P, ' ` '�:�j - --:- - - '-- "'.. - -1 '�- � '_' ­ 0 ..' :iiZ.l8POP36 ... ... - . �. - - - - - ��' -- -� -1- - . . - 11 N ,1 -kl� ' , I .. ; ';".� 1. U- �'., - . I .1 , f " �' > "�.0 412.89 -40- -'. ..' ..' ", :" '. 41-? ; 1 -1P'0P40 - $` ? 1�1 �."� -.- ". I I ..� % , ".� I 1� "� .. .1 /,g -42POP�5 - I" -- , .".. .�' �-' / , � . '.�� ' -�' '� W I., is -, 10POP18 . -414.89 14'.3 ,,."'%"% --%.. - I.... .11 I i ) .11 - ,. -. � ." I � - -�: la-� CMP -10' I I .� ,. .1.1 � 18POP30 ; 13,2& "- ... 4 6-1 --�- •�- ..... _ - "I .1 P� � � .1.. .. -1 I '6' ..' �' I '. .rl\-- - � .11 .. ----4f4.76 - I:k .. ... � I 1-- - " ­ * 112POP20 - 414.29.p - - I � : , � - S, � : + , 41 -. '." � 21POP40 % ... ":'� "', .... -1- " -1- . I 11 , . . 11 "- ..-- ..... � %. - .1 . - .1.. ' r 10 "�' -'��- .- ; - I .. .. .1 '- ,,, +406.74 ... ��, .� .. , 5&LL15-POP35� - - - , W "'. --- .. .11 - / / , ' , - -"' � � . I 1�1'��-' ... ..1-1., �/ - .... I 1. '.' - -: ........... 41155 0 ISMAP40 " % : . : V I ? * ' . I I : ' --.'...'� 1� , .. �' I -'- ..'�*�.. �� IW-T'� ", ", .,..- : - -:�� I , - �,,,,, � / I 16-POO25 21POP40 , � - '*,%., -, .. .: - I . -, -- I - - 20.43 -, - --0 � _- ...'...-'1-'1-' .- . ..... -- 1, . I -.1 + ":1-1 . I �-�-".i 1�1- 7- . '-� - I / 0 15POP25 ...... � 412,66 � 4 P4 - , - ..." " , t. 'R -� '��' / ; � - '.1 � .-- - � %.... '. . -, � 414.40 - ..-. -1 - . . ..... .- .-I ..... - I .. ..... %*.. ��' -.- - ... I 1. - - . - 1% ...... .1 ... ... - 419.56 0 -40- 4�' . -;-� IM'. �1� .- � I . ". . ; . I " ... .. - -- - , I --..' . '1 COF25 �'-: q 1, - - ,. " . - . .... . - " " - -A I k - -, .1 'ii....' , '-� I + - .1 �O , '( I - ' . 40 ' , ' - � 1 .- '� '-Wg - -11 .�: - ....'. - - - - ., - � 11 " IF I " � 0 - -- . -( " .1 , I- - I I I A , - .,� .. ..... 4Z0.8l / -� " , , � - . . '. I .". - I -1- r-)' .�� , 10 1,01_- - �'- ., - - �- %, ,�: , . I � .,.,-.., I � - I I SSMH / , .�'.- i "I - 0 " , I .� '. � . - I , I 0 21POP35 • 0 36POPS -- ' '­ - ", ,,, % , � - - ' - .1 , ' ' , -'- _ . I / .. -, - 426-27--;�-, .. . � I., - - I '� 11 I �19' �-��' '.' ;;;.-�� I .",' ... - � I li� '��' '.- � � .. 11 POP'15 . 9 12POP20 417,10 414,99 TOP 419.38 -- " ':� ... - 11- . " " ; i� - I � - � I, .. 15POP26 .� I I ... 0 8POP20 - ',-' 0 r. �'4 - I - 2" SSMH 0 11Q- - - - - ", - ; ' , 'O I ." 1� G " .. � ..... � . , '.1 ­ "' - 15POP20 •� � I .� I -' - .. - �.'. . . , �. �-' . . - - 415.77 . 420.0 11, 416.60 . 30MAP5.Q I 1 8" PVC. -IN' 414.96 1 _'. � 0 8 OP20 1. IOCHR30 , . . I '�;w .." � .11, . I 0 ' , - -----,--,,:: 421,64 '% / - -, I . . 1- 1. , I -1, "I - " � . *- I 1, ' -- �' I.''. 1-- I . *12POP25 - ­� . - TOP 421.27 11�1 . . I -- :. .1 �1. I "I, -1- - - 419,11 �* - : 1�1 -'. .11 . ..... ..- 11 ... - - . 11, I - 421.00 . - -.1 k � .- all.. PVC IN 414.6 0 - .11 '<- 426.85 . 11, � 141 - ,, ,.."., -;� . ,,,, .1'.. # I.." .. I-- , , . 1-1 w . � -- ---- I 11.� I • .... � . .4��.38 ; ..-*� T P q ", . - 0 -- MAP45 % .. � ... I ... " -_ , 423,80 1 .. -- ..�?' 15POP25 -- . p 12POP25 1< - 8" DIP IN 416,25 470, 1 ; -�i�� .1 -11 24 1 : _4 , " 1. ,. I ... ?. 4' "�' .�� ..' -- " � --I .- I..." I I .. '." "' � w 18' C P " : 1� . 1--.'.. 81, PVC `� 2 * . : 0 OUT A-14. , . . I I 1� ; ...... I - ";�;' .. . I � '. - . ....... ,-... -420- � 1 42117 '- 11 . I ".. , �C�. - t , "I. .. �L �- 428,74 , � , 8" PVC IN 416,11 ^ , .11 .. , - lo + / I .1 ... 6 '11 - - - ". - 427,6� ,,, � I OUT :' < �� - I - I : ---1 ... ... � � I , ' ...'.1 - ; I � .... ... % ....... " '..� - - - -4%pog3(3 0 1-apop25 -. .� -� 1.�- 407,5r, -;�" , .%,' , N � 01SPOP20 ;: -1- - .. .... I .'...' ..,1 I., .' /:0 '. , ',�,� .1 '1 I .'�" �', i ,%,% �, -1 ...... I 0 i .... - I-. I .... .. -1 - � - - - - -420 - - - - � ." ...... .... � --' '-<.'% " - - -'15POP2,6 11 , I •& . .... �.' 8" PVC OUT 415.98 / , 1. � .. '�-- - '.- "...' - - - 420.74 - -1 �- � ..... - I'� .1 - ; " � .1 . : I ...... � :-� . ., .. - , i . . - -' I . 11 : -, .. 68 �' >'�. . �..'-. - - .11 02 - , 429.nT � . . I - - - -r0POP20 * 0". , .1 1 ' t�-t-'---*Ag ,- -� ; 1. , - .�-� 1- 1� � -1 .1 � - / � �x -." . ..... 1-1 10PIN , , - -.1 11�' .." 0 - . - I I . .'.. 1 43t -1 , , I .11, -11 421,0 , - ' - .1 - 1. 1.10 ..... -... - . 1. I -15POP�25 180OP30,- ,- - 1� �' - -+ � .- / '426-32 - ... - : .. " . . " I � " + / .1 - ... '.- - - . -1 ".. '. - ? , 1� 1. a . " - "I -, - .. .1- \ / / . " .. , I-, " � I �' - ..:��'�';�' - .1 11 --.,)L .. 1-1 -- I .... . ,%%% 1 12P - 6POPw ... -:��-..' ",;. -+ � 11, . -. /P - :' � �-�- -, I ' --�'- ". -- '.. 11 "I - I I'll, ..... . . ..... 1- \ . - - ".1. :; OP20 21POP4.5, : � , �' ''. %-RIP �:- ...... .. .... 11 "..' . : ., . / .1 - .� 410��-' � " '-- �"- - 42t5l 421.94 : - 1. - I I -10 I �-1 ." - ; ' ". �-" - "r-- - I , .. I '.' � � �'. " --- - �-' � : 1+1�� �.. ' * ' - . . . L I ... ...... ... - -1- �. .. ' . - -'�.' - .-' - ".. -1. I - I 11 �- � - I � .... -- "+.- . - / I., 4�4,93 9 I . ...... / - -fSPINE30 - VeO5 " ., 11 A �-- .... �-7-�--- -,.--- 110 A - - --- I - � � -- - ...- - - ... ,. ... .- - '- I - - --- ' , + -- - - I... - -- :L - ... ,07.07 .., R P ' - .;' -* SLOCl . -.. :1 1-1 #OP20- - -- � .... . . ..... ; I : : �- � "I '� �' ". ...... - - ... �% 1!�-92 ,. 11 . , %1. ... � �� 15. Rep: -10- , -, - .11 -- . - . ., I -- -1- / 428,3a6 :- ;� .. ..... , �: "'+ '. " i. 1, , . ...", -, i- . .... .- I , . - ..... - .... ... - I ... 1, - 11.1 - - " 1. - 0 12 -, ._ , - . . .. --.1 . 0 : • " � ....... �- � - '. 1".. , "..".1 .1, � - - - .11 "I � - : I---.--- ".'. - I , -- - - --- " '. ... -• - 12CHRIS' . -.. / 11 . % ,.. ....' \ � 4" - 11 ..' .11 -.- -11. I �. � .... 0 1 - "I 0 11- 411,32 11 - - .... I 424,87 .. - . I . 11 I / - - .. \ 1.1�� ' I . . ., I - " ... � - "423-86 ...... - / "^ -* - ... - - -- *� 1, � I '�-" - .... �' 0 ISMAP36 �� 9 15POP25 ,& 15POP30 . - -21P,01345 .- " ... . ` SCHR2'd -�:� 12HIC2.Cf:", � " - -.1 '- x .1 - � � - . . 'O I �,, '$PO -20 �., - I �. -X- -- -,., : 1. - ,- ..- ..." I .... I I 15POP20 I \ - -.- , I 11• ; .- ... 11 I .... .- � �. .11 k : . -- r I "', .11 : '- " �. . � - -- % 1. P �� �- .- " , : : * -� 426.13 1 � ..... ..... ..... I -- 1-1 . ..... - 42T.38 ... -.1- / -- 11 ,C31.90 � � I . \ I ----- -1--, / .' "- .1 . - � - - .. � .... 425.20' ..... I .... ,% - 428 b3 / 1 : ", , " I , I .... 4 - .- ?10 -, - W. �' ... .. 1-425,52 * 150HR25 .. - 1. .,* -, " ... 431.38 1 1 .438,01 �,;," . . X '.'-'O� " "." '.- . ... - -:.' ---- - -11 .1- . �%� 0; -- , '." "'; 0 -, . k .... I - ... : .- . . -- I , - - ... •1. --' 11- -- - . � '..- - I --'- -.; .1 r� -, -1- - - - -- . . 1% ." ; .1; - � I �.: 4 '� '., - ,� - � , I -- - .. �-.. - � -.1 .... I . -% - v- 426,86 1SPOP30 .. �%" �- I � - % ­ I--%- . . . '� I .'. -.- i 3 15POP35 ' " "� - � ". , ." ." I .1 - - - -, - -.i. �: - - - ." '.- - .1 - .1.. ,j'%l2POP26 - - ISPQF 5 / : *� J '.- - 15POP25- � ., � I I ............ -1-1- - � : . . - 0, - . : - 12POP2�$ I a \ .�.' . I - ' - �. . . � -, - . . .. ... ­ ; ..... ...... - - -- %- 427,00 0• '-' - 11 / .....' .1 . S,' -J ,; , \ .... - . , - . � , I-' 43 f 8HIC20 2XA' - f. , . ...." - - ... �"� ' i" - . I .... 1 426.22 1 428.44 .11 0 . I I - I . - ... --.--v- " - �' - , - s - 4:�9.3b , � . I.. "I . � - -- '." + -- - � .... - .1 _ - - - -7t - - 430 � � - - - .�' �.. .... 0 10PINE26- � - ; - . . I .1, - '-� � '. % . I / ... - -� ; . -.1 . ...' : - � .1 �,- .'; I., � 1-1 439.03 - 1; ., I I ". I . � .." I -"+ . � .... ..... � - . ..... - . - . .-I . .1-1 * .'�--" 11.1 .'..' . , � - 1- -1- - -- .- - � "' I ; - : -� J - .. j ... . I I - - -.1 -- . -- - - > / .- . --- .1.1. .... I .... .. - -42i"91 / - ,,, -, - : ... �. - .-111- - �- - 11 , -- -. � ..... -'. - � .�' - "' I . . - �'-"��"-�' * - ,. - -I'.. '_ - - - -, , " . ... 1-01� + I V 'Un)141410 .. - ,/'� - '. . ".. � 1. -% I . � - .- .-+L30; :- ... - .- . .I.... - -431, . . . . . . . . . . - % . . � .. ... '....... . . ' 1. � , / - -'. -1 4�w . , -., , . I s , : I I "----' -- -9-12POP26 -.. � - ...... - --" -- I .... �-. - I ... : .' .... . . � I '� I - .- - .- I ...' . I . �- " / I I �' . I -'- .1 � '_ � - .- - .1 .' •- *I' '-- - - -4�§ 92 ..- ; Z' . % v �' : e" I T- .." - - - � '-'. --, -, I.- - � -11 I - � I ", -1 ,:-':",0 I I 'i ;' I., , . I , . .1 - . -- 111. , - - --% -.- - I \� ''� . TMP 76-54AI ' . -1' � �- � - 11 . '..' .1. � . ., .1 - . 0 15ROP25 . -1. - . -� : , 40, 1 : .1. , � ; . " - - -- 4,30.56' "' ... - - ... I..", ". - - 1- . .... I * / - : - /�' .".. : *-'� I . I - .11 ,. .1 �' : - 1-11 .. --41276, - .1.1, ...' I '. . - . --- I .11 , � .% I , I I '. .�' �' , '-� - .- . - %".. ...... .... :. '- -- ", .- : : .. -1 - . . � � I � ; . � � - - - - - I "" I ,- -11 1. �. 1-1 "... -.1 4 I � I I / . - - I I : ASH UNIVERSITY PLACE, L,P, � . - - - - - - I ... . .. I -.11 '- -11 . - 1.1- .1 . ..... - -111.1 - , � GRATE- \ GRATE . ., . ; . .. I ..- - - I..... I-- -. - 10PCP25 - - �-440- - '.". -- - % I.., � .- ; I�POP20* / .1 ... .... . � " . 1. . \ , D.6, 4580 P. 539 , .. : I -- : � : I : .:, �- I - I .1 " 1- -1.1, .1 1- � ; -- I .... ..... 433 02- 1 : ; . I -. . .1 1-1 .1. i �Z- '90 - '.- 4 4341.59. ,,, - � 1- ,.-. � -- - ..... � ' TOP 43'8.44 - - 11.1 -1. � ... POP250 ; : --,' � - - - - .'..' -- .11. � � .- . '..' .- 1-1 '�':.�'.' - - - -. � ...' .'! ... ... . I TOF�r 440�55 -11&11�-- \ � I 1. 1".-- � z. I,," .. D,B. 2168 P. 105 PLAT .. -..' .1 I .. ,. i'� I � , z'] . - 1.11-1 , '.' : .11 , .' . , I I � : �� -, '- '"PORTION OF -1-- - 10 .... : - *iOPOP25 � , I - - � - 11 / - -1 � 6' RVC IN 433,69 . � . . 'e I ". .... 11, -.. - � I .11 - _.- _� " -- - .1- ..*.. - - 15" RCP OUT 43.6 2tr'TELPE6 ' ' : . '� _ I : ,>/ " L - I "I I 1. I 11.1 " . .. .... - . -1 . . I '/ � " �.' -435.55 . '_ 1. '�- -- .. .. ..... I ..' I . -1-1 I �� '.-� .. I . .11 '.. __ ". 11, - ., .... 1� � . '61 4'. -�').'- 15.. 1 ." . . . �+ 1 ­ "I" '- - +.-- ". I ..... ... I. - , I . I � -� �-'- -1 . 1. i . - ; . A-1 11, � e '­ - '. .1 / ' � �, 6" PVC IN, 4-3'e.' 7 - --111 0 .Rr-,,,,,, f.,�r-;��,,.i,-,,I�,,-����',��-��.-: �-: " TMP 76-46F--- "I, 11 ..,-. -- ..-- -, -- - ' 11.- - 436-30' _ - _ . _ - 1. ; ­ - - - -/ � . %'PVC.:` - , . . - . - - 1% .... � ..1. '. - . . -� 11.1- - : , � ..- ... , - - .1. I � .'.. � I - 6-.ql , . I -�'-- . . -, 111; , "��- �-' '- T. '�', , �� � �� iz� ,,, - - •: �. kms- -.- I 1� t." - . ..... ...... '�+ - : 8- -11.�'� - - 11 .. ,- i, I RIP I . Q -". �< v - f " '. - 11, '- ,,;;OF, �- I . , e � - . '.1.1 - -- *- I -1---1 : � -r HDPE.".. -01 --' PVC L I 1-1 I . �-. -. - -1 - k -j' 1- - / PVIP,.14'�3&65 .e . I I . . ��' , - , "I -.1 -.- - - - - - -1 - -- "" - .... . x - - I ..... ..... - a: �- � -- - - ",t::-1 . % �. y- - �' .I 16% - - �-. i � + 1. � � -- ", 8.383 ACI - -1- - � ... 11 - -- .)( - ::� 8' PVC IN 438,55(-�-i �-V � � �� �' � -, . - ..... I '...' : - " � . 11 - I: .: Q 'm#� , . � - - '5. - I . -------� %'% - - - - - - - - - � - -440- - . I �-�,-- - �' � RAP . "'N" A I - 1-1 ,,, � ­ /' . . � I ��" ,I 3 I I - ' I - - - � - ISCHIR410 ' . - ' I. .1 - I ... ---�.' 1. '61 � : '. .." . . I % + . -; - I 11 ... I � -- � I .. . .... I I ... 1-1-, � % 4 : .. - - -- .1 I '. .' 1.11 � � \ , I I - - - 11 I I .... ; ' .. ..'.% � , " .-'-'��- . -- - + - I .;' -- . ..... ... , - -. � .... I - '� e 11�-'111,1 1.0 " 66"- 11-�-'- " . ( ' ' " I , - ; li, , . 1� I . ' co -1 "I / _4h.�'Z11 lt�p '. v � , ." .� ; - -- --- I-- .- - - .'- . - - I -�' '- : �' , " ' Alp� '� �1: � � -- .1 I-' "" 'AA'0 .­ I .... I -, 1".. - -, ..... I-- �'� �" : ..... - � .... 11 ' CC, \ ., -� . . %"�' � " ; � + - -1 I �.' . � . . 1. ..' I - - I " 1� - . � 1, ---1 � %'?..,, -�';-� �'� / POP50 - .1 , Z � .. 'It., - .-" : � "". . I , I - - '- .,-- ,.", - ... -- -, .11 -... -1- - .. ... . .- 1. .11 "'11-1-1 >11 4 . -- . ..... -.: 441.54 4( *--� -�' , - . - <1 . . " � : , �- '11- G) , k / I , . ; " -- (5) - .." . .1- � '- 1-1-1 ��yt : . 1 . 1� " - - � --. , -, - I 1-:'. -- : I .. . - ..--- I �-'. , I , -11.1 . - -� -­ '� �� , . � '­ '­ . ..... ...... � .... ... - - ... -- .- ... . , . --.. -, '-, - -1- ... 1-11. � ... I - � '. , , . " - I � 1. �.�' 422�67, " , , . : : : ; -.11 , -� -, .. . -+�te- - , HP . ." /' -----�� - ��': ---X�-A--�-�% 15 ' - ".1 Z' '�' 11 .... . .. . - '-, -- , �- .1. - IF -E"� - � .".11.1 . 8 ' ;;,, ..", , ...... �." . X -X -X I ., , , : I I .." , CO / --1-1 . � - lo", I 1- , �-11-1-%r-;1A" '&' � ED] k -�� . . I .-� /` . . ' - - - LIN .!'., ." '.' /- I . . \ -'--�'-� '-� ..' + - " C�JAI'*-�-�g�� . A 4 1. 3 ..." ." .1. '... c ' , (51 - - - .1 �'� CSA' I - ' 't) ..", ,-.-. - 1. - - ,.;,.,A -� - - - " I \ , I '.+' I I -1, ; I .11 : - " - I , . I . + . � . ,. <' " ,,, - -.- ", I - .. - - � - . I , ""..'/ - . �..' ,'�% � .' " . � "Z ' " f,cr " -1 . *.��-- '.- . I I 1.) ".--, �. I -11.(�:-;� , I � I , - i :- . �- - .11, � - - 1. / ,. X-1 "" 9. : . � . I .11 1�1 Z' ; - .' -'- I- 1- ­ ' .... �. q 11 �--" I . I 11 -11� / . , \ I ...' - - , ,..-. I--- -- - ' - -1. - --11' , " -' -I-,. "' I I - - 4,'�, - � - .. ,,, I --11%... , ..'. � � - �� .,- ; � I . -- ? .. � % � . . .. ", il - -.- � L' _�Y� I .. -. � 11 . -11 %111.1 : .-�'� 44f � . ... I . . s ; �- - I 1 40 "I -, I , . 0 \' .1. . / ,%;: ; / \ I -, 1�1 �� .11 I �., " "I � , - I I .... - - - "" c ';e'. "' -"'$...1.'.. " . I 1-l'- % 1, I . I - � � : " "I .- .1 '.- T 11-1 ' �' �1- U � - I - 1.1- ..... I-- --11 -..-- -- .. . ..... ...... - *---*" i .. q RIP ,,,,,, ,- 11 . / 1.11' el ­- I j - - 11 � I I "" I , 11 1-11 -�' I / 1XI I. P ::'.'�.- " .';�' - ra � � 1 " � I , � ; - "I ' -�''-i'._ __ __ ..''. , .*-. . . : I I - Ar I I'll I .. I . �. .1 --� �- 6P HP IV - I., '.1 �, I .1 � i : 11 11 I - ­ �� -1 ' C ? I : '� I. I % . , � . . I - . - .1. .. ,. ! ' I '.1 , - --1 � - ; '0-1 I �� I i 'k - -Q-�' -' ; � �' .1 11 " .1 � I -.'� 1. ;'- 17695, - ; . , r- C6 1 . . .,:,. '��+ " : %, "I �'. I .1.1. ; '�I / / / � '. \ I ' - . GV � 0 " SSMH '� - . 0� i I - .%, -1 ; I 'TANK . . ,I .. I - " ;. 1- .'.-.-. � .-I ; I I : , I .j t 7:1 I " ". ' i� z- I I P A : ,. ,,, I TOP 444,50 �" -- \ '�'-- "'.- - ,� �.' ... I '-� I " � :." 0'!�Jv #500 / � / I ' "' - 1. 1. ')(T .� .� 11� I " '�' - �' . I I ., - " % �' : . � 1. s: ' I I -- A, I -11.1 , .1 1 STORY BRICK / 6" PVC IN 435-76 1ra , . .... . -.,. � I I " 11 . . �7 HP q ' X I > ,. .1 . 0 , .. -- ", I . I ; 10 . -� % --- .... � I .: : DROP 6" PVC IN 435,3� ; ' . I �� -'-- : - � / DROP 6" PVC IN 438'�� 'i, / . I - � � I 1- I t : . . Ile . . . . I I 1. � 11 � . I.., I I -1- - --- . . I I 1. / : . \ 11 : ... - : : I -1 - I'll � .1. .- ". ...... Ac' :: I . 8" PVC OUT 434,26 , . I - 36OAk5+0 " �' : - ,. ;Der .. -.' -.11--- . ... E 1. ,� 1. I \ ' \ 0 " '.' � . 11 11� ' . 1- : .. 1� . "• ,432,59 ". � - .1 I . ..... -.- 1. 1-1 ,. �' ,. - , : � � \ I I., . .1 , � : , I .1 . /�.. CO f � - , . . , C - I kINY U 3 9 3�8 , , Z:��./ .. GV ... I --- I., I 1. - ." , ". ... .. " , � , I W1144IE4. Q. : I - -440 ;; TMP 76-46A ' 11 11 - -.--,-.-% -,'. � �' 0) ,44877. ,. I ".. ' # 500 CO0. . ............ - , ' " . �. '. ;- .11 . GAMBIT, L.L.C. AND ' % - l5PfNE4g 1� * � I STORY BRICK . , - \ I z - . . . , '. - . - � � I PAWS, LLC � I 1 '447-30 'f449 14MAG ; � . V '� ' ... .11 '� . ' 4 C'B'S 11-'111w'-::'-+ 11, 1 270 ... .11 / "I � 4-49.28 0 1 ! I . ............ �' - D,B. 4573 P. \ . . I .- - " .' " , I ' '/ . - - . . .... . .. %--, .. '�' D,B. 3038 P. 96_PLAT� �.' I . � �OPINE45z I "I �' : ...... '+ - , " 17�1 D,B. 2168 P. 05 LA I I "" 11 I -'.. 'iA "+ - '. . - I ".--, -.- , "..' ;+; - . - ' , , I . - --, -,-. 6 �. . � - I \ - - , -, - , 446-84,, - - -- -------- L:��� I - �. ' I 1-1 e I ' "": 0 � �� I w a t e r s t r e le t:1.1.. t i-" (1,11 � �- . , I 11 , ; i : I �' I n A s c �;I p e ,,,,, r �" In i t e (-1 [ U r e i C'V I e.'1-10:,neer�n�, F� I : : n -, , ��- E professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 201 6 issue date revisions EXISTING CONDITIONS 2 sheet title (� N 0 10' 20' 40' I E a = IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� I 0 sheet number . .... ...... ............ 77'�.� ,p\RVO�F FENCE x X ix X X X X X _ X X x x X POPLi X X X • 15" ACER 962 SF X v *I> - Ak 41 �o (D < 0 o LU LL1 r co co U z n 0 —w BLOC WALL WOODLANDS LAND PROJECT L L C D. B. 4585 P. 167 D. B. 3453 P. 276-277 PLAT R-75 RESIDENTIAL ^A '1Z z Ole .01 Ile z TMP 76-46A Ole GAMBIT L.L.C. AND SNOW PA KS, LLC D. B. 4573 P. 270 D. B. 3038 P. R6 -R7 FLA 7 � D. B. 2768 P. 705 PLAT R-2 RESIDENTIAL '0001� 1001 V", 100, STA TE ROUTE 780 OLD L YNCHBURG ROAD VARIABLE WIDTH RIW .. . ........... - ----------- v— -- CG-2, TYP. 0 ROPOSED VDOT STD. CG -9A ENTRANCE GUTTER 44' INGRESS AND EGRESS EASEMENT D. B. 2768 F. 70, 87FLA T DETENTIONEASEMEN; D. B. 1�5 P. 237 PLAT 1-Z ��/ / z ale 6� Ole R 0000 x� / TMP 76-54A I ASH UNIVERSITYPLACE L.P. D. B. 4580 P. 539 D. B. 2168 P. 705 PLAT R-15 RESIDENTIAL W a t e r s t r e e t sf,:: ?,<'- n -s (: �a! e a r n g r e e n e;- 1, 1) r e c: V: C, -vS E S 4 2 S 0 ij 1 lc'ttt- sve. V�,^, 2 professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions LAYOUT PLAN sheet title 0 10' 20' 40' sheet number of W a t e r s t r e e t sf,:: ?,<'- n -s (: �a! e a r n g r e e n e;- 1, 1) r e c: V: C, -vS E S 4 2 S 0 ij 1 lc'ttt- sve. V�,^, 2 professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions LAYOUT PLAN sheet title 0 10' 20' 40' sheet number UHL ....... ---------- OE . .. . ...... .................. - -- - ------- - -------------- IWOODLA NDS LAND PROJECT L L C D. 8. 4595 F. 767 D. 8. 3453F 276-277 PLAT R-75 RESIDENTIAL G 6"C&TED STEL GAS A��IN ......... ............. _"'K' _ . . ....... ... _­ - - -- - - ---- -------- --- --- %,\ 72"D1Fw_W__--�\N- -G----G----G GI W_ W ' -G----G----G G G-- ...... . . ............. .. .... . .. .... . .. ..... .................. . .......... . .......... . ........... . - - - -------- . ......... - - ------ ...................................... ............. ..... . ...... .................... ----- ---- --------- - ------ STA TEROUTE 780 SSMH SSMH TOP 419.64 8 " F VC IN 414.07 8" PVC OUT 4733.67 S Is --- - -------- . . ...... ........ ED OF PA ..... . ... ..... OLD L KNCHBURG ROAD --- ---- .-O'HE - - - ­-­ TOF416.358" OHE ------ . ..... VARIABLE WIDTH R1W . ........ ... P VC IN 473.3R8 X x X x OHE ------ ON --------- --- ....................... .......... _ ------ ----- ------ ----- ------ X .......... X 'bG E P VC OUT 473.23 E- MAINTAII�+,�'MIN. X X ... .... ---- 11 COVER C(YER EX. GI(I OHE ------ 6'TALL L SEWER LINE DECORATIV P t4O8- _36\ 17� (ALUMINUM) -��fj __ - - kyrPVC --U( 181, cm�v(-2- ... .. .... C 36" 406.74 . . ...... Ase U G T U E 0040 ....... CQNC-­ -412 6ACS CMP U T_ A 41 UO -11 Al - r -S kz; WALL,EWER_ 4 GRA TE 4 RETAIj 414 6 S5 P-Ro X . . ....... ----- r EASEMENT - MAX J�w. TG�F\ 470.06 HT)' -7 416 P 00 6 U RCP - -- ------ I e,' C M T4075 76 36 E Li Li 4 12" -EX. SWM BASINr. 1 ""TAP'O'F EX. G UGT .ACA WATERLINt X r7-. TIE TO 8 PVC PHASE 2 PHASE 1 .416.66 ACSA S,S, >11 J, 417 411, \1 ""__RSP 1G2, vv :: ::BUILDING 4� .. ...... ..... . . . . . . .... 4bi6ST10CATIONOF 7 !GROUND U 7,8�2 SF ONE-STORY BUILDING U N16E TILITIES 10'-22'HEIGHT iAS�NEC -ARY,,TYP. ..... ...... Q) ESS ...... EX. MANkGIED CO v, Vi ...... ,FFE 417.33 4­,�AN. LA I ERAL 201D,�AINAGE;EASEOE)Vii 3: . . ..... .... 70, 87 ALA T RE -ALIGN EXISTING STORM C`HANN9L TO I WAIER �itkylul: A . .......... 54"CULVERT . .. .... ssli RAP \N \t4�RE X X --!I . ........ X UT X X-- D -N X P R_ 93A,5 X X I" x Opt X X .......... VDU IQ. EW -r I X 9 I., W ♦V -,RCP IN�4k.5O A5 . ....... 5 UM) T" C 9�A 000D 2 S'� . ..... .... ... UUT //4 �2'0 MAN R&LE WOGDE�OPEN-SPACE . . . . . ........ R I M 5,.OQ,., PLAY AREA/GAIRDEN 0 )4") . . ...... . 5 INTERSTATE 64 INVO INV. OUT 5.90(54") ult . . ......... --- ------- INV. IN 406.0 40 ------ ...... . X . . ..... . ... ............ - - - - -- -- --- .... . ... ... . . . . . . . . . . . .t 97.2 1 V. 1111 -+U/-.OJ �L_A. )-t 8"PVC_/N47Z1-4O V. O'UT, 402.40 (EX. 54"M" ""00,00000r, -4 DETENTION EASEMENT 8"PVCOUT 41-4. 42' z '--jO"SAN,4T-ARYSEWik.'EASf-MEIV.T., D. 3, 1555 F. 231 PLAT Alo --D:,3 IN 4 ....... - ".-- .... '\' __, ..... ORA TE., _SP AC WOODED OPEN -E TOP. 440. S5 SDMH, TOP41P. TOP 41 'OUT434.20 75"HDREO ._4.12.SR__. 'Z . ....... A PORT/ON OF„PVIIVA-36,4� ........ TMP 76-46FVC-AK, 65 ti 8.383 A C. "IVC Iffil N 438.55" ZONED.- CO SsmP/ >' SSMH SSMH T 42,1.61 w 81'JP CIO 26\ TOP 444.50 VC, 8'�P' ,UT 7\3. 6 " PVC IN 435.75 > 3.10 DROP 6 " PVC IN 438. DROP 6 " P VC IN 435.35 8"PVC OUT 434.26 � � ` c�� / \\ www GRATE • ♦ TOP 438.44 IN 433.'5��' SSMH 6"PVC GRATE 60,> 15" HDPE OUY433.29 TOP 421.27 TOP 477.85 00/ z; 8" DIP IN 476.25 CP 8PVCIN47 15"HDFE1N470.R5 6,77r. TMP 76-54A I 8"PVC OUT 415.98 " ASH UNIVERSITY)OLACE L.P. 00001,11, .1 .......\A D. B. 4580 P. 539 D. B. 2768 F. 705PLAT R15 RESIDENTIAL 1z' ovate rstret stl' I.., (` 0 C:V: e e '-,n­1's(_ 0 418 E M St'_e�!' professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions GRADING & UTILITY PLAN sheet title 0 10' 20' 40' • sheet number PLANT SCHEDULE QTY. I SYMBOL Scientific Name I Common Name (Size ISpaeing (Root INotes 110 Year Canopy I OVERALL SITE TREES 6 BN Betula nigra `Coity` River Birch 2.5 Ca,. AS SHO�'f N B&B Monti stere 327 2582 7 GB Gingko biloba 'Princeton Sentry' fv,aid_-r lhair Tree 2.a Call. S SHOWN B&B Single straight leader 14 98 5 QB ;quercus bicolor Swampbite Oak 2.5" Cal. A4 SHONE N B&B Single straight leader 524 2620 ' _ 514' OVERALL SITE SHRUBS 41 CA Clethra ainifolia 'H•rmmirgbird' Summersweet 3" Ht. 3' 0.c: CONT. 34 FM Fothergi#ictr ajor'MourntAiry' Witch Alder 24"H., 4'O.C. _ CONT. 44 P itea wirginice '?-term's Garnet' _ :Tweetspire S' h' 3 O.C_ CONT 16 PL Prunus laLxoceros s '�chipkaensis' niaka Lour el 374 Ht. 4° 0.C. B&B 12 "/fv VibE_rrnxn x burkwoodii 'Ccrzr.-)y' t= o-Kjy Viburnum 24'Hit, 5` D.C. CONT. GROUNDCOVER RA Rhe arornafica'Grto-Low' Gro -Low Sumac '2° Ht. 3.5 O.C. CONT. PLANTING MIX 1 (SHRUBS, PERENNIALS AND GROUNDCOV ER) AH Arrnsornia hi brichtii T`nread Deaf Blue Star i3 q#. IS' O.C. CONT: AM Ansonia taternaettnt.ntana Blue Star 3 qt. S 0.C, CONT EC4,11 F_hiraceCp�purea Ragnus PurFleConeflower 3 qt. 19 1 0.C. CONT. IG fnkberr., Holly B'' Ht. 3` O.C. CONT. lex c�lcYt3ra 'riharnrocl~' r I' 2 iris versicolor Blue Flag Iris 3 qt. I9�` 0.C. CONT. MD 110yricacericifera'DonsDwarf' Dwarf 141,m_ Myrtle :S Hr. 3'CD. C. CONT. AREAS .... NF Nepeto x fassenii Walker's Low' Catmint 3 qt. 19 O.C. CONT. PA Perovskia atriplicifaiia 'Little S,rire' Russian Sage 3 qt. 8 C) C_ CONT, 7 GB PvS Panic•urn 'Cale' Breeze' Cape Breeze S-oiitcl lgrass 13 qt. €g' D.C. CONT. ............ ------ . . ...................... .... ..._._....... w._....... PvS Panicumvirgaturn `henan.df3ah Shenandoah Svvitchgrass ,3qt. Imo` 0, C, CONT. RF Rudbeckia f,_dgicia'Go05kiun'n' Orange Coneflavver 3 qt. Ia, O.C. CONT. SH Sporc,f blurs heterolepis Prairie Grooseed 3 pt. =s'," O'C'. CONT. `JD Viburnum ckenfati_Jm A rove'{wood Viburnum 24 Ht. 5. O.C. C:ON1 VB 1 ;bi ,rrnurn ,rtentotlrm '&ue M uffin' Blue Muffin Viburnum S' Ht. 3' O.C. CONL u _... _—: _.. w \ v �- . _ .. _. SEED DISTURBED PLANTING MIX 2 (SHRUBS, PERENNIALS AND GROUNDCOVER) .f'.: i AD Aster divaricarus'P )ite) -od ,Aster 3 qt. 'S J C. CONT. DE Dryopteris erythrosorcr Brilliance Nituinnn Fern 3qt. .S 0. CONT. GNI Geranhor7 rriac':.J}C t&— n'.RozClifn ' ,'�[C�zonne Ge:rar'iium i Vit_ 91 O.�._ CONS HV He:.,cetera v°iilosa 'Autumn Bride' _ Hdry Aum Root 3 qt _ IE." O.C. CONT. HA Hy&ongea arborescens St -Tooth Hydrangea S" H 30.C_ `CONT. HQ Hydrangea querc ifolia Oak Leaf Hydrangea i S Ht. 30.C. CC,NT IC Ilex crenatf Helleri' HeIieri Holy ;S Flt. 32 O.C. CONT. 1V2 ins versicoiorBlue Flag Iris 3 qt. 1", 81, :D.C. CONT. I PG Poly'si churrn achrostichoides 0—tistmas Fern 3 qt 19' O.C. CONT. TC Tiarell* cordifoiic Fo omflower P qt 12, O.C_ FONT. VC Vibrunurnn carlesii l.orTnpa t.1m' Korean Sore ;Aywilu num 19'H. 3 C CONT. PLANITNG MIX 3 (BIOEILTER PLANTING) CP Carex pe, ns&anica Pennsylvctnia Sedge '2• pill -us 12' D.C. !CONT. CL Chasmanthlurn lafffolium Pd, ve:r Oats 2 plugs 'S' O.C. CONT CG Cheiorte globro Turtleheaad 2 "ugs 1S' 0.C. CONT. CS Cornus sericea Arctic Fjcrn.,e' Red Twig Dogwood I 6'11t, 3 O.C. CONT. CF Cornus sericea 'F1av'fro n7eo' wet ow Twin Doawood '3`" H;. 3" D.C.CONT. l J _ iris versicclor Blue Flag Iris 2 ou s 19" O.C. CONT. .,E .1. inc,rs eff!jsl_,c, Soft Rusl't 2 pugs I S` O.C. C�NT. LC Lobelia cardinciiis Red Cardinal Flower 2• plugs 9' D.C. CONT. LS Lobelia siphili'tica Blue Cardinal Flower 2' mugs 1S' O.C, CONT: PVS Parnicur , virgafurn Sherr_-ndQah Shenondoart Switchgrass 2 p ugs le D. C- CONT. LANDSCAPE CALCULATIONS Road Frontage PegJiremernt: 1 Large Shade Tree (2 112' cd.) per 40 Linear Feet of Road Frontage 01d Lynchburg Road 230 Linear Peet Requirad: 6 Large Shade Trees Provided: 71_arge Shade Trees 01dLyncinburg:PIace 177 Linear Feet Required: 5 Large Shade -frees Provided. 5 Large Shade Trees Interior Parking tot 'frees ,Requ re.mefnf: I Large Shade Tree per 10 Pr kir€e Spaces Parking Spaces 14 Required: 2 Large Shade Trees Provided: 2 Large Shade Trees Perimeter Parking tot Frees Fecl.._Eirentent: I Large Shade Tree per 40 Linear Feet of Parking Lot Perimeter PerimeterLength 1.5.5Linear Fee t Required: 4 Large Shade Trees Provided 4 Large Shade Trees ' Tree Canopy Regjirerrient, Icy-,% of Total Area Ictal Area 3-6, 152 GroS!fe Afea 365,1522 H Pt?E'td P'itrC..i (-)'.tefland Froin a3 Required: 36,515 Provided., 51,538 t+I Tree Sasso 3s, E 50 1.+I ,onopp Bonits. :.9,2 t+l Proposed Trees 5 W, County of Albemarle. Conservation Plan Checklist - To be placed on Landscape Pians (}landbook, pp 111-284-1 11.297 for complete specifications) 1. The followinp items shall be shown on theplan: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grady: changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. z. Markings_ i� All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 'o grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3, Pre -Construction 'onf renee: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Euuinntent Operation and Storage; 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dripiines of trees to be saved, 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: © fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials - Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: "frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing, Fencing shall be in place and shall be inspected and approved by a County Inspector prior to trading or construction. 9. Tree Wells: © When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval, lil. Tree Walls - When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shalt be done as far away from the trunks of trees as possible. Tunneling under a targe tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cleanup: Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE, IT IS THE DEVELOPER'S RESPONSIBILITY 7O CON FER WITH THE CONTRACTOR ON TREE CONSERVATION _ >t , . REQUIRF,MENTS. TU RE TE) CONTRACT PURCHASER SIGNATURE; (DATE) 5(1/06 Page 1 of i 124POP2& '11410.38 ,. 15POP25' j, M 414.40 PLANTING MIX 1: SHRUBS, - ti ORNAMENTAL GRASSES AND PERENNIALS t '�'• , ,! � � �/ / / ''tom ``�, •., (�fl�2,� ,4317 � ..�-> ;,� / .,' \ TREE PROTEC FENCE, TYP. \\ BIOFILTER \`\ s PLANTING - MIX OF }f ORNAMENTAL GRASSES AND , PERENNIALS EXISTING TREES TO REMAIN, TYP. _...._ _.. _. __. . P t; ;' 46 Ole`, AWS', ' ` \ ) F" 401 1001 \ r \ f' I} \` \ Ole / ........................ ... ....... „_ ... _.._ \ \ \ EXISTING TREES TO REMAIN, TYP. .f'.: i _...._ _.. _. __. . P t; ;' 46 Ole`, AWS', ' ` \ ) F" 401 1001 \ r \ f' I} \` \ Ole / ........................ ... ....... „_ ... _.._ \ \ \ EXISTING TREES TO REMAIN, TYP. JitU UIJIUKbt:U AREAS TREE PROTECTION FENCE, TYP. /11 _7 PROPERTY LINE Y LIMIT OF WORK \ w \ 0 10' 20' 40' w a e r s t r e e t 0 11 J a° arC?Ii° C1:u e 1 C' i enry,rleer nr: -1 � E fv� gin �c'Lt` � 4 .5 _!1jE J1aE_�S4 I'!2. 1f� �.`•',Z i \. I \ } F, 1 i A 91 V HS t t € } i f t JitU UIJIUKbt:U AREAS TREE PROTECTION FENCE, TYP. /11 _7 PROPERTY LINE Y LIMIT OF WORK \ w \ 0 10' 20' 40' w a e r s t r e e t 0 11 J a° arC?Ii° C1:u e 1 C' i enry,rleer nr: -1 � E fv� gin �c'Lt` � 4 .5 _!1jE J1aE_�S4 I'!2. 1f� �.`•',Z professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions LANDSCAPE PLAN sheet title L 1 05 sheet number • 1 i professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions LANDSCAPE PLAN sheet title L 1 05 sheet number • Z J d W W U) 430 410 390 • STORM DRAIN 'A' PROFILE: SCALE: H: V=20% V: 1"=10' CONTRACTION JOINT CURBING - WHERE PLAN APPLICABLE EXPANSION JOINT 7 2" SMOOTH TROWELED EDGE; OPTIONAL BROOM FINISH; TYP. '2" EXPANSION JOINT W/ 12" RECESSED BACKER ROD AND CAULK, SPACED 1 4" DEEP CONTRACTION/SCORE EVERY 25' (MIN) O.C.; TYP. OR AS JOINT, SPACED EVERY 5' O.C.; TYP. SHOWN PER PLANS OR AS SHOWN PER PLANS -- 3000 PSI CONCRETE AT 28 DAYS, AIR—ENTRAINED SECTION —--WWF 6"X6"W1.4XW1.4W/2" MIN. COVER — ONLY WHEN / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR --COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE CONCRETE SIDEWALK/PATIO SCALE : NTS 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IY2'. 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE CONSTRUCTION JOINT IRR # 5 DOWELS, 8" LONG APERMISSIBLE AT 12" C -C _-I CONSTRUCTION 5' MIN. JOINT SECTION B -B 2:1 —XQ )'. ., . �� '12:1 MAX B 2' MA T2 121 w TRUNCATED DOMES 5-0" MIN. SHAPE TO MATCH FACE OF ROADWAY CURB — BACK OF CURB 48' 1 MAX 20: 1 _ 48: 1 MAX. 2' MIN. SECTION A -A 2/8" C -C TRUNCATED DOME 2%" C -C q o_0 c v a c0 0 0 0 c VARIABLE 4' MINIMUM. PAY LIMITS DETECTABLE WARNING DETAIL 70 O N A *SQUARE LANDING AREA Ov OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSW %'LK PERPENDICULAR CROSSWALK n n WITHIN THE MARKED CROSSWALK CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: ALL DETECTABLE WARNING AERAS SHALL BE PAINTED YELLOW UNLESS AN EXISTING CONDITION IS ALREADY PRESENT. ('4_"*� VDOT STD. CG -12B C2.01 SCALE : NTS Y83 DIA. DIA. TRUNCATED DOME DETAIL CG -12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 430 420 410 we FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE V PENALTY $100-$500FINE TOWAWAYZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP PARKING SIGN SCALE: NTS 1 ASPHALT PAVING SECTION C2.01 SCALE : NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 2 VDOT STD. CG -2 C2.01 SCALE : NTS NOT NO 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE �4" 00, 12 rl ;SURFACE HANDICAP SIGN - ..0 's a P;B41 ASE \ BLUE BACKGROUND, WHITE LETTERING RESERVED }\ PARKINGIIIIIIIII� a (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 10 k 11 PENALTY VAN $100 $500FINE ACCESSIBLE LOW -AWAY ZONE li 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7 -8B SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS + O 10 METAL SIGN POST - 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE V PENALTY $100-$500FINE TOWAWAYZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP PARKING SIGN SCALE: NTS 1 ASPHALT PAVING SECTION C2.01 SCALE : NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 2 VDOT STD. CG -2 C2.01 SCALE : NTS NOT NO 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE �4" 2"R rl ;SURFACE ~ ..0 's a P;B41 ASE \ co v }\ a FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE V PENALTY $100-$500FINE TOWAWAYZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP PARKING SIGN SCALE: NTS 1 ASPHALT PAVING SECTION C2.01 SCALE : NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 2 VDOT STD. CG -2 C2.01 SCALE : NTS NOT NO 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE �4" 2"R rl ;SURFACE ~ ..0 's a P;B41 ASE ,.:. MMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL DUAL SERVICE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R '' "IMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COI FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE VMERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID GRADE AETER 30X COPPERSETTER AETER K AS Nti;ESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8 1" METERS) NTS FIG. W -6A TD -10 w ate rstreet d i o r1u>Cd':,30 tiv rll c: I,% f`{', I E:V':I C'i ..If'{ v;I'1 I C_: E ..:'. :�:'+'�. —tic.. � t ic,.�,�J(t(. D t 229, )� professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions SITE DETAILS sheet title sheet number LU O z 0 - LU 0 LU LU V) LU Q 1 - PLANTING SOIL SECTION SCALE: 1" = 1'-0" 3" DOUBLE SHREDDE'. HARDWOOD MULCF ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTT MIX AND ROOT MAT APART TO DIRECT TH OUTER ROOTS INTO 1 ADJACENT SOIL. DO LEAVE CIRCLING RO AGAINST THE ROOT I NATIVE BACKFILL SOI AMENDED WITH 15% DECOMPOSED ORGANIC COMPOS DEPTH NOTES: -3'-0" FOR ALL TREES -2'-0" FOR ALL OTHER PLANTINGS 4" ORGANIC COMPOST TILLED INTO TOP 6" OF TOPSOIL PROFILE TO CREATE A 10" MODIFIED ROOT ZONE TOPSOIL SCARIFY FACE OF SUBGRADE PRIOR TO APPLICATION OF TOPSOIL DECOMPACTED SOIL -RIP WITH SINGLE -TOOTH RIPPER OR OTHER MECHANICAL MEANS PRIOR TO APPLICATION OF SOIL, SCARIFY FACE OF SUBGRADE SUBGRADE DIAMETER MINIMUM SHRUB PLANTING SECTION SCALE: 1/2" = 1'-0" SEE PLANT SCHEDULE FOR SPACING SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH -MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING ISHED GRADE )OUBLE-SHREDDED RDWOOD MULCH 3GRADE PERENNIAL & GROUNDCOVER PLANTING - SECTION SCALE: 1/2" = Y-0" 2"x2"x& MIS -USE 2 STAK AND SET OI PACKAGE 3" DOUBLE HARDWOC TAPER AT TI TO WITHIN IN PLANTIN( REMOVE Al STRING FRC AND ALL Bl TOP 2/ OF F ROUGHEN OF PLANTA NATIVE BAC AMENDED ORGANIC COMPACT TO FORM P TO PREVEN PLANTING NOTES 1. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNITS PRICES BE SUBMITTED AS PART OF FINAL BID. 2. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AND SHALL BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION OF ALL PLANT MATERIAL UNTIL, a.) UPON FINAL ACCEPTANCE IS ISSUED BY LANDSCAPE ARCHITECT AND/OR OWNER, AND b.) THE CONTRACTOR PROVIDES OWNER WRITTEN NOTIFICATION OF ALL MAINTENANCE NEEDS OF ALL SCOPE ASSOCIATED WITH THE PLANTING PLAN(S) CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT THE COMPLETION OF THE PLANTING INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO THE BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 5. THE LANDSCAPE ARCHITECT IS THE OWNER'S REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED WITHIN THESE PLANS AND SPECIFICATIONS. 6. ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENDMENTS, PLANTING SUPPLIES, AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY AT NO EXPENSE TO THE OWNER. 7. CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, AND IMPROVEMENTS SHOWN AND SHALL REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT. 8. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS. TREE PLANTING SECTION SCALE: 1/2" = 1'-0" WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV. -LOOPED TO TRUNK -(2) PER TREE -NAIL OR STAPLE TO STAKE SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH -MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 9. BEDS TO CONTAIN SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, OR PERENNIALS SHALL BE TILLED TO A DEPTH OF 12" AND THE SOIL CONDITIONED BY ADDING 3" OF A U.S. COMPOSTING COUNCIL APPROVED COMPOST. 10. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURED SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 11. ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 12. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN. 13. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY. 14. FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION. 15. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT AND PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. 16. SOIL SHALL BE FREE OR ALL WEEDS AND ROCKS GREATER THAN 1" IN DIAMETER. 17. PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY MUNICIPALITY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE MUNICIPALITY. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY RESULTING FROM UNAUTHORIZED SUBSTITUTIONS OR DOWNSIZING. 18. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER. 19. CONTRACTOR SHALL REMOVE TREE STAKING AT THE END OF THE ONE YEAR WARRANTEE PERIOD. 3' LONG, ORANGE OR RED HEAVY WEIGHT FLAGGING @ 50.C. 0 TREE TO BE PROTECTED 6 GA. ALUMINUM WIRE TIES OR 12 GAUGE GALV. STEEL "T" POST CLIPS MINIMUM 3 PER POST 6' STEEL "T" POSTS 8' O.C. MAXIMUM SPACING TREE PROTECTION SIGNAGE (TYP.) 30' MAXIMUM SPACING 14/2 GAUGE, 4"X2" WELDED WIRE FENCE FABRIC 4' MIN HEIGHT NOTES: 1. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION. 2. WHERE REQUIRED, SUPER SILT FENCE MAY BE USED IN LIEU OF WELDED WIRE FOR TREE PROTECTION PROVIDED IT IS INSTALLED AND MAINTAINED AS A TREE PROTECTION MEASURE AND IS POSTED WITH TREE PROTECTION SIGNS. 3. TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVE FENCE ONLY WITH APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED. WELDED WIRE TREE PROTECTION FENCE SCALE: NTS waterstreet � u sera ; rclti s f xt' I civil ent n(-,en r; L M-1 7 �, J ,. A z_ ;i?? professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions PLANTING DETAILS sheet title sheet number Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = MOUNTING HEIGHT IN FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. LABORATORY 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. GENERAL LIGHTING NOTES 1. CONTRACTOR SHALL CONFIRM CONSISTENCY OF MATERIAL QUANTITY BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECT FOR SUBSEQUENT REVIEW AND APPROVAL BY THE LOCALITY. 2. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE. 3. LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO SUPPORT SITE LIGHTING SYSTEM. ALL LINES RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN SCHEDULE 40 OR SDR 35 PVC CONDUIT. 4. LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL TRANSFORMERS, ELECTRICAL PANELS, ETC. TO SUPPORT SITE LIGHTING SYSTEM. 5. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 6. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF. 7. POLES TO BE LOCATED IN ANY VEHICULAR TRAVELWAY OR PARKING AREA SHALL BE MOUNTED ON A 2 -FOOT -HIGH CONCRETE PIER. POLE HEIGHTS SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE APPLICABLE. 8. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE LOCATED ON FIXTURES SHALL BE GFI WITH WEATHERPROOF COVERS. 9. OUTDOOR LUMINAIRES SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. SPILLOVER OF LIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL NOT EXCEED ONE-HALF (%2) FOOT-CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY. 11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN-DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND CAPABLE OF MEETING THE ABOVE REQUIREMENTS. WOODLANDS LAND PROJECT, LLC D. B. 4595 P. 167 D. B. 3453 P. 276-277 PLAT R-15 RESIDENT/AL Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF [MANUFAC] Description Lum. Watts Mounting Ht -� 3 VL4 SINGLE 15511 1.000 Beacon Products VP-L-64NB-136-5K-T4 137 20 ft. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property line Illuminance Fc 0.07 0.5 0.0 N.A. N.A. Site to Zero Illuminance Fc 0.46 10.1 0.0 N.A. N.A. Parking Illuminance Fc 3.24 6.6 1.1 2.95 6.00 T.7 ----_._'- W W W--� J W W W W ---_ �M ---- G-.._._--- �:------- - G -- G G-- G- G G----_ W - --- W G _ - . �, - -- G- 72"DIP W J_- G EDGE OF PA VEMENT 101 W W W W W - G- -- 0 0 C SSMH ,_ _ - - '- ----- Cao ------------ °e-- - O _.....-.- C;. - - C - -_ �,---%--- o o ° __. TOP 419.64 _._... _..._...._ _ ..............-.._._W _.-........ _% o 0o 'O ° 6" C ATED STEL GAS MAIN �' 0 ° .X 0 0 , :._. 8„PVC /N 414.07 a. m :. __ m_. -.... - _......_ _........._-e...... a ::. -err:: - 10 : _ _ :::..::. ......._._._ ....... __ -._.X .. \> \ oo \ oo 0 0 _.... _ - o o 8 PVC OUT 413.67 ..... _ ... _..,_,-------- ._..._ . ....... . __. x..S r., ..o 0 0 O i9� a _. _ ° Oo O `: a......... O k 00 O __.. _.. � o 40 F. ._.___............................._....._..........._...................._._,_,_..._.................._._......._.__................................... _.......... 0 0 00 00 00 0 STA TE ROUTE 760 00 00 oo oo _.... EDGE OF PA VEMENT o ao Q.,.... _ SSMH OHE �------ 0 0 OHE - -_ o __.... c?o °Q__ °o o QLD L YlV � BURG R A X - X - X - X _ OHE -____.. _. _- _......... \ o 0 0 ° 0 0 o 0 0 -\ VARIABLE WIDTH R o x o - oo P /N 47 '\ �E C4HE n Ox _ o0 ° 0 PI OUT413.2 S/ 4 ?6 x o G o ° 0 0 o _, o o" \ F r = _. x o 0 0/_ I C' o PVC- '� oo oo ,1 Z 40 G, o 0 '� - � � a"" �,�`"a3"":'r d-. - �� - Q � . Y_ •�.... .fit `..r• o.. , .. �� va T O T _ S \ o o -UGT o� _, ro o ,. o - GES U G E v_.._...f' ♦_.. �_.. x 0 1LG O ° oo 20ACSA \ _. _ o 0 0 o ° ° o G7,_ - A SEWER oo° o ( x i o-- ��TARY 0 i o o o0 -' o �'A MENT i7 UG 0 0 09 P. 90 ' DB 5 1 O 0 0� Ca O I \ o , �� �t� x 0 7 r• o ^ f 0 0 0�0 UGT -- I \ o •� IG 0 0 0 0 7�, ,,� 0 0 ° o0 v O O �� 40 oo �° 1 x o0 0�' is : x i' O '1 o° OO \\ - ---- - -- - 0 °, ti 20'DRA/NAGE EASEMENT � o s rn 0 -- s (?) / o�7.B 27684F0 70, 87PPAT \ 0 ,b �, �.--,-I-- o o o oo 0o - I o 0 o X X X X X - X 0 40 NV OUT o POPL �> - O �,, mss' t o O 88 Qp O � ` � ° x a 0 Q5 o 393. 15" ACER \ %1000 O 0 4or� °2 7962 SF 0 40 ° ° S s '� \ / / 0 O 4o o x ° 00 40 °°° 07 �7 C �� �� / / / 0 40 0 0 ,,x o-.- 0 0/ \\ , 00 00 O O ° \�` / OU,� oo /NTETATE 64 \' o0 o 0 0 0 0° a� / 397.2/? \ O 40 4O ° ° 4 X \ .7 �) 7 / / O 00 4o oo ,_. /� °o ` O o s.. % 7 40 ° _ \oo ,? 4� 0 '\ 0 00 7 / �` J �o �� \ \ �h// 0 00 00 0 0 o G v \\ "' e 0 0 0 O ° Q� ,Q 8 07 �s ... 0 0 0 ° o A < O °� G / SDMH O7kr 7 o,._., ., w 0 0 0 0 00 ° >� TCS' 471.94 0o o ° o 0 J y 7 15" HDPE OUT 404.41 0 0 40 4o 4O �, ��\.`\ ?7 s / / 0 40 4o �° o b 7 oo 7 oo 40 40 40 40 (50461 X \ ° 0 00 0, ,oma` j %� 'A �s 0 0° 0o q0 °o _ 0 O ---- - - o// / \ �0 \ - � o ° \ • � X - - - 0 / GCS 0s oma, \\ 7 ° - 54-RCPT,?7 0 ° V , • ` \K FFN p" 40 °O QO 7 - _ _ �8 / \ \ A `\ O 0 p0 O° O O O °S r "N, " x d 7 O O° \0 7 st O O `� \\ 0\ O O O O ` 0 x x \ 0 7 0 0\ �\ 79 8 �' 0 0 qo 40 oo 0 0 0 7 9 0 ° \: \ o BLOC RS X \ O . ! ,, � ` � 4o G`'O 44' INGRESS AND EGRESS 0 WALL �(�.� '`F \ \ 0 0 _..., x o 0 L EA,�F NT o 4o 4o o 0 0 / s s G \ 0 0 \ \ o \ D.B. °2168 P. 70, 87 PLAT 0 o 0 0 s X o °o ° �j06 40 40 7 / 79 u?6 O r; \ f O 40 O �O ;, Q ° r \ 0 O 7 0sr O \'" 40 40 te oo x 7 4- O O 7 20 S 7 \ O O 00 \ \X // J .�X. 40 D / O .O O \ O vv. ° _. . ?\ y O 7 \ OO` O' \ 40 i O ° O Oo O O ° x # 500 ` 0 02 �� s 4a 7 \ \� 0 0 40 0 47 / ., \ \ O I STORY °O / / cb \\ x, 6 \ ° 00 O 0o O ` // os 0 0 BR/CK `� w_.._ 0 0 o f / 7 SB�:PV o o` 4,:1 7° \0 61,; '50 0 0 oo �Q6 s / a� 0b� /L o 00 O OA,., oy ,,\ \ \ 0 00 ww ' J� ` S o /o�ll ---o� °u' , S°P07 O° O�° } O s, r \ / 00 // �; 7 / -SSMH \ 8„`x +' o, o�, , \ \\ 'X 00 /�/ / 0 TOP 419.38 0� \ Os �\2 4O 40 0 •_ yo' 0 0, 7 8 PVC /N 414.06 \ 0 0 °7 r \ S // 8"PVCo(N 474.60 0 0� } \ 0 O o0 0 ° o 0o �, 8"PVCbUT414.41 \ o 47 47 ° v� o : 20'SANITARYSEWER ASEMENTo 07 �7 I 7 \ Vii- DET T/ONEA,SEMENT o 40 0 O ` \, °,®.B 1555190275, 227 PLAT 7 0 I \ 4 4,u ° o °o \\ \ / S / \ 0 0X , _ D.B. 55 P. 231 PLAT O. X / o\ 7 / / / GRATE o 00 0, 7:\\ f s \ 0 0 00 0 S / TOP 440.55 �° ° M' 0 0 I o7 \07 07 'o ° SDMH ` \ o , 7 0 �'®P 419.0_ I S"RCP OUT 436.20 0 oo °0 7 I o ` ° 4O � o \� A PORTION OF O� / 6"PVC /N 436.81 o �0 \ o / 'o / / ° 0 00 0 \ 0 ° 75" HDPE O 412.59 TMP 76-46F /,� eS r // 8" PVC /N 438.65 0 40 .0 .0 -, 0 0 00 00 \ \ 8" PVC /N 438.55 ° \ 0o a, o \00 ° o O 8.383 AC. o \ o }; . o 0 X f ZONED. CO / ° } /,.._.. \ _. a0 0 o BSMH '�°L o Q/ '0 00 0 \ C� {' \� TOP 1.61 o n p \ �Q SSMH o o o (50 TOP 444.50 0 00 4o 8" PVL9 /N 413.26° c o G`��0 ` \\ �`1` 12 0 6' PVC /N 435.75 �,t � ; �� �` ' 0 PVC 3 10 ° ° � � o .4 DROP 6 PVC /N 438.9 a 0 4o 00 0 -` DROP 6"PVC /N 435.35 '` - �..� ° x 0� .0 00 �\ / \ 8"PVC OUT 434.26 oo 40 �° o° 0° c C` ' 0 `� \ 00 DO DO Y\✓�l f�O o \ \ \\ j jTE w\ TOP 438.44 C' 00 0° GRA oo �O O f� 6"PVC /N 433.69 0 00 0 00 4 SSMH 15"HDPE OUT 433.29 , oo ° C `\ GRATE y fi \ S J TOP 427.27 TOP 417.85 ° o °d�8"DIP IN 416.25 00 w, 75"HDPE IN 470.95 , f �8"PVC IN 476.71 \ 4 ; a.- TMP 76-54A 1 0 '�' 8'PVCOUT415.98 o� o ` v \ ` ASH UNI VERSITYPLA CE, L. P. w �. \ < w \ <0 : \ S D. B. 4580 P. 539 D. B. 2168 P. 105 PLAT R- 75 RESIDENTIAL _;. { L ' G 5 f " f o 00 0 > :.y o 5 } e e0000 \ \ } r 0 S 0 SSMH TOP 428.88 TMP 76-46A 8"PVC /N 477.17 GAMBIT, L.L.C. AND SNOWPAWS, LLC 8"PVC OUT 416.89 / D. B. 4573 P. 270 D. B. 3038 P. 96-97 PLAT D. B. 2168P. 105 PLAT \ / R-2 RESIDENTIAL \` oe \\ 1 0 10' 20' 40' W a to r s t reed nalS{.it'. e ;i'` hI t e: 1,s.,,i`c I i.. `i� � • £'�-1r';t`�f.,erInc, iIn r,. Y E �`:'s21r' Strf't', 4`-L. . Lei, u ,'./ lv �.lt lt..y's (.F., t. L.=i7il professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions PHOTOMETRIC PLAN sheet title • sheet number s PRODUCT IMAGE(S) DIMENSIONS w A B C D Weight: EPA 29.12" 24,19 14.25" 4.13" 25.0 lbs 1.0 ft" (578 mm) (425 mm) (105 mm) (105 mm) (11.3 kg) 6GIOW C 3t n'G or higher. Job Name: Model Name: VP -6 LIGHTINGRegion Ten Women's Center WS -SP : WNT white textured VIRGINIA at 600 kA., ',:$A or higher, 13A rating Warranty: >.-. _....... '• ,; =-... _--- Q'2RMEs� M AMEdw moommum Specification , visit beacwvlglerµl,_SpeG_0321201:3.pdf ViPER L Cat.# 75 '.\ilea' Electrical:- DPS dark platinum smooth MD01 notion dimming Job • �ixtu,e eie.,trioal compartment shay contain all Type .. /yiyu 100' SERIES LED driver cpi npoments arid Shall be provided vu8 tiva� BraCKet 0 1 2 RAL LARGE VIPER LUMINAIRE _ TSR 15785fls 4 0 4 15627 114 4 0 pov✓E r o. n -onions SPECIFICATIONS O Use: 3 }E J F cIntondpd a Be c n r r n n irs rs vauaD,e N. o it Y I -rf V 1 d i' si a ..i I, :,i oi,t, i.E Lfi e e + ,.L_! 4"Jattaget c) h z >f c ...E r it ()I 31 [ f +7i5trEf 1 tK3,.S C.f SI . 3d ,C if J IJ ];(: (!tC E y r3 to rens HD'.l Toting ap to 1100 MH o atluv 6 iiffe int mounting option or app ieatlon i 3v adaFl N,tr. Beacons ct Wireless in a wlce v Iiety of new and ex cling installations,- Control Sys ern (see Beaconnec{product Lurni,a:re s are suitab'e tot web locations page for more 15 \1iOQ' f l3N tC(Nf .. Construction ec++s • One piece optical carf.=idge sys`•em consisting installation: of an L ergine LED lampst optics, gasket • Mounting options to, horizontal aim:, vertical an(a ,s3u r'e ,tees beze tenon or trail t'unal arm mounting available. • Cartrage's held together with inter.tal brass Mounting har0ware inClud;d. standoffs soldered to the board so that it can • Product's suitable for applications requiring be feic replaced as a one piece optical system. 3U testing prescnbed by ANSI G 136.81 • T+NO-pfeCe s'itcone and - scm-3ellufar -_ 6" - -1 polyurethane foam gasket ensures a Fitaish: wea'^er prr)gF seal around a u't individual LED. • e s.-., c V poi j , er r c c. , , _ < it 1,o- Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345.4928 ..UdI e,;: -' ... Eli]. LED/Optics: f a • a a` f a t. e •LEC,drive. accepts ICOV tnrougi1277V: 50 Hz Lighting t > :A) l7 rIJNIV). Cf 3 Ctrrver ihTlt i3CCP-t)ts 367'f a -u.. v,;'Cl , Uoa_ or 480rn ut. IT "pbvcl T5R 25133 112 5 0 5 24682 111 5 0 • At'ele-I.-icalcomporents are raited at Su,000 --;I r r :3:1 hours at load and 26'C a mole :t conditions [ d n - > v . per A+1i -?1 7F- Noiire 2 r r • l , It 7 ( V r^ - F 31 eat i J;t': .- r .I ( Irl E > I T- ] cI ccnr3ecrs for external iirnrninq '1 ul` En`, .� s aVai':'1. IE .poo reQlit,St. -t, z -3'S djus:abie K, - c,e< • Compe.>b t -component n✓nng 1 hire the 7 `:_N'Tc J, the 't'le Tf lums-aire may carr,o Blore than <,u.� of Listings r.3tef+ui ru rn -s 's eci by UL for use al ---- - ---- -- T3 26336 93 3 0 4 26073 92 3 0 s PRODUCT IMAGE(S) DIMENSIONS w A B C D Weight: EPA 29.12" 24,19 14.25" 4.13" 25.0 lbs 1.0 ft" (578 mm) (425 mm) (105 mm) (105 mm) (11.3 kg) 6GIOW C 3t n'G or higher. _TIwulfr�_hgaron rodurts.eom Model Name: Plug MOUNTING OPTIONS Area.Parking,Security:Architectural. Pathway • ills onnects are iisted my;3L 1o' .Ise : WNT white textured Source Type: at 600 kA., ',:$A or higher, 13A rating Warranty: >.-. _....... '• ,; =-... _--- 5ppliea to p ini,ary AC} side only. - s`-ive year limited warranty for more information M AMEdw moommum Specification , visit beacwvlglerµl,_SpeG_0321201:3.pdf BMDra beaeonnect with 75 '.\ilea' Electrical:- DPS dark platinum smooth MD01 notion dimming GNT green textured • �ixtu,e eie.,trioal compartment shay contain all MST metallic silver textured .. /yiyu 100' MITT metallic titanium textured LED driver cpi npoments arid Shall be provided vu8 tiva� BraCKet 0 1 2 RAL with :a push-button terminal Blick Ior AC _ TSR 15785fls 4 0 4 15627 114 4 0 pov✓E r o. n -onions <, O / \� f • Oobo ui -pin ANSI C1'16.4 20 3 twin,, -lock I 40`C 86`F 1' Typo.111 Type V Square Medium photo control receptacle available. Compatible Front now Auto Optic vPA-96N8-280-5K-F8 too' :.? VP-L-96NR-X80-.K 3 top' 29' - so 2s w.. \\\� _ rop• 75 25' �• f., ' j 25. 25 50 t/\ with ANSI C, 136.41 external °vireless control ./ te0' 15 \1iOQ' 75 IW / n ec++s devices. 875 mA 7Dp mA O 3k' � rue/ 1m.n tin SurgE prore,,Jcn 20KA; Sh 31s ofi a? end cf life. �.. 24615 105:2 0 2 T2 23070 98 3 0 4 r 22839 97 1 3 0 4 I -_ 6" - -1 4 U Controls/Options T4-BLC 14633 62 1 0 3 14487 62 1 0 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345.4928 HUBBELL `' ([,�T�•{y7j NDue to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ^i EEA' NPR served •Fur rap !Ofn•ma � n visit website: www • P;ihtel ir, rC2� 6 LD PRODUCTS. A?I Rights Re re fro st nu Learn roducts cpm USA g np NRn � nsor r:lt 3 IT 0 0ra�c T5R 25133 112 5 0 5 24682 111 5 0 51 T5W 24349 109 ` 5 0 3 24106 10B 5 0 3f 96 a lvl)1J !) tE. 7 280W FR/T1 29839 106 by .t IE E, 3 r ;d ,' c -t, z -3'S djus:abie K, - c,e< 29541 7 `:_N'Tc J, the 't'le Tf 2, ..-._------ ---- - T2 27369 98 4 0 5 t 27096 97 4 0 fiJli ret ---- - ---- -- T3 26336 93 3 0 4 26073 92 3 0 4j _ - T4 29128 102_ 3 0 5 28837 ip3 3 0 T4-BLC 17564 65 1 1 0 4 i 17389 65 ' 1 0 Au ep e 3,15'0D T50M 28889 103 1 5 0 3` 28601 102 5 0 3 T5R 29184 105 S Q 5 28893 104 5 0 5 T5W 29010 102 5 0 4 28720 101 i 5 I 0 S:ie +Irrrur Brick V .v SF2 2.:;d OD Slip, Fica: CERTIFICATIONS/LISTINGS � GO 1 Oc" �<J$ RA. Re.o.,,wguic r .Afrr1 Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 8 L HU BB E LL Due to our continued efforts to improve our products, pnxfu F specifications are subject t change Without notice Lighting --N - - Right., ', n ... .. �. ., R .•s more v.sitnur we fe www.beacallIndlicts.com (mtedm USA S E, t. 6 2016 BEACON PRMHJI .S, Alt t. Reserveo for mor ttsl .www P)�+ro Y4A�t Job Name: VPL-64NB-135-5K-T4-UNV-RA-XXX LIGHTING Region Ten Women's Center WS -SP VL4rl�r f VIRGINIA Notes, 4R^ Ery LV, CENTRAL 115-208 11 IDA littg3s:vvxaer,sfirt4slrisrk:ix>in)1E>zlcltt't ;'t'itla-t3rtxltict__irtailcY <ar€tT)>u°.: APPROVED DMK 1r FMOMLY IFUMR Product Detail clack here to go on search result page Company Beacon Products NBrrii=: Website:Ittt _TIwulfr�_hgaron rodurts.eom Model Name: Viper Series Application Area.Parking,Security:Architectural. Pathway Type: : WNT white textured Source Type: LED Product bronze textur d BZT e Image: M AMEdw moommum Specification 79'^\ 21• 66, Sheets: beacwvlglerµl,_SpeG_0321201:3.pdf CCT Options; 3000K,4000K, 0K Available Bug: Job Name: VPL-64NB»135» K-T4-UNV-RA-XXX Region Ten Women's Center WS -SP I• ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TUSF2/GENIXX/BLC/RA/BBT VPL viper -large 84NB-135135W, 3K 3000i< UNV 120-277V t I t LED arra Y PCR -TL 4K 4000K photocell 347V 347V hNISt lock 80N6-1 180W 5K 5000< LED array 4 O v SOV Y '� PCR -SC photocell OONO-235 235W, shorting LED arra ca p Y 96NB-220 220W, T1 type I VERIFY 2PF'1 fdual eed power LED array T2 type II VOLTAGE 96NB-2 80 280W LED array T3 type 111 p T4type IV BCWd'I beaconnert TSR type V, rectangular GENI-XXl,1 energeni T50M type V. square medium MW" totus control module, T5W type V, round wide t -net wireless control FR front row auto optic ' BBT basic black textured NSS-90 house side shield BMT black matte textured 90° Type U HSS -180 house side shield : WNT white textured 180` MOT metallic bronze textured BLC° backlight control 9 bronze textur d BZT e 25' J✓S/ 25 DBT dark bronze textured t t t 79'^\ 21• 66, n' GYS gray smooth BMDra beaeonnect with 75 '.\ilea' motion sensor DPS dark platinum smooth MD01 notion dimming GNT green textured detector MST metallic silver textured .. /yiyu 100' MITT metallic titanium textured 113 OWI old world iron 0 1 2 RAL 112 1 4 1 0 2 TSR 15785fls 4 0 4 15627 114 4 0 RA rectangular arm SELECT FINISH MW RMING INF0111Ak0.T10N: When ordering a fbcsur WM the moliva w¢ection option IMDD€ Pleas, speorty the SF2 218 OD slip -titter r in liar ,door f e atNt. opr ate infwiftafiun Ttuur sstt3frgs are epasaCtesf a ,g ae grown to lite era lgti beWw'. PK2 2 318° adjustable knuckle vol / 3UN6 235 i Eit/ r5W / tJNV t MD0 -" `MT WB wail bracket RPA round pole adapter fhg4 to Dim D0W Low: Lava3 Mowrtitig Height (2) RM13 t4KI DRDERING WOI NATMR1 ' When ordanng a t3Mwr wah ate NEdc4mfec2lightfnf{ conirW opOdns pleatte soeeify, the atifjroprlate gW end w w Wonuat+utr. Piease provide dimming sctreduie urfama4vn In Offer` the Itwo merit exact ${b e,itsh"t or Ee4(s1MN16etaoffware r 1 noire dettailed hltetmak o 3 0"" vrea'vvoA rc-n`h r:r , or on ftxh s at: Slip 345 :Tisese seta ams Bred in: s;zas pro tx;c aeatE c fari beacon ippon ( f b92A, tlgs pec dp5 o0ratg ac shown M the exterrille-below. Ifetw) 24N8 -S5 /58l td: MV' eC6Y•fvl, F14fi} _{OpaExrar 2ww 3.25Di- DMO' Pune Delay t W FSSi, - _ OitV Bf Ica E1 t0 ?96 _ _, meant ng icevghtll:-2p i _._/ Design! fights Corsorttum qualified. £samil R TRY'2ANG-551.'3KFi'311k1V1fiGW-tit rT3A4D-?dM•5fl°k•?6FRIAT Yat EumEmetrea wahord sangora In tfEs s zreb Consult OLC website for more detads emit ft EMD ordtirmg logic Example: MET, http:l,-wnvw.clesigniights.org/OPL Pat aTadao* at 14NB-135 P of a:adao c � 34N or 48oV mtw< Not avadao a With other contra ar sorsa, Wages, T400only 'Wren Energen, specify tie rxtuzc seMoq code teumple GENE 041. ✓e Emergent brohuro ane MrSh' none isetting table antl Wages Nat ava?fable wiM sensor op ervi. ' To rotate optics Left nr right 90 degrees, spEchy L or R atter the oRtical distl4uaor exampM T4L. ' Must specify croup antl zone intormatier. ai rime nt orae, Ser www.beaconprpM?cis.com'camois2earanned to, further details ' Suvfy time delay: dimmirg!evei and-irlinq refight PHOTOMETRICS 1 v ;9e e °_ - Type I Type U Type TV Type V?nxud Wide URL-96NR-280-5K-T1 fro' VP-L-96Ne-280.5K-T2 too' LP -28O -280 -5K -T4 1ao• VP,-96N6-28O-W-T5W 100' 25' J✓S/ 25 25. 60,7 25' Z. 25' ././�� �; 25, 79'^\ 21• 66, n' 2s' \ 25i /..:..-' \\\�. 75 '.\ilea' 2ft\l00' 2@180' _ Y5' 2k nc 25 15� ll0' / / 75' fk // te0 .. /yiyu 100' tom" 113 4 1 0 1 2 15356 112 1 4 1 0 2 TSR 15785fls 4 0 4 15627 114 4 0 4 T5W 153724 0 2' 15217 111 ? 4 0 2 / \� f 180W FRfT1 40`C 86`F 211322 Typo.111 Type V Square Medium Type V Reciangurat VP-L!I6NB-280-5K-T5R Front now Auto Optic vPA-96N8-280-5K-F8 too' :.? VP-L-96NR-X80-.K 3 top' 29' - so 2s w.. \\\� VP•L-96MB-280-5K-TSQM far I5' J 25' 50 z5. \\: rop• 75 25' �• f., ' j 25. 25 50 t/\ -'c 'tr IS 1pp' ./ te0' 15 \1iOQ' 75 IW / n ec++s / 875 mA 7Dp mA rep � 3k' � rue/ 1m.n tin 2 0 2 24615 105:2 0 2 T2 23070 98 3 0 4 r 22839 97 1 3 0 4 I T3 21947 93 3 0 4 21725 92 3 0 4 U 5 T4-BLC 14633 62 1 0 3 14487 62 1 0 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345.4928 HUBBELL `' ([,�T�•{y7j NDue to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ^i EEA' NPR served •Fur rap !Ofn•ma � n visit website: www • P;ihtel ir, rC2� 6 LD PRODUCTS. A?I Rights Re re fro st nu Learn roducts cpm USA g np SPEC ti' 6 C Region Ten Women's Center WS -SP VIRGINIA gRNE�t. FSA ABOUT FSA ABOUT IDA'S FIXTURE SEAL OF APPROVAL APPROVED DAM SKY "ONDLY RXTURE pr2) iL Pixturgs THE PROGRAM Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution. IDA educates fighting designers, manufacturers, technical committees, and the public ablaut flight pollution ahaterrierit: We recognize that the best way to accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion of quality outdoor righting. It is in this spirit that Erre have developed the Fixture Seal of Approval (FSA) program for dark sky friendly fixture's, The Fixture Seal of Approval prav'ides objective: third -party certification for luminaires that minimize glare, reduce light trespass, and don't pollute the night sky: For a modest fee, IDA will evaluate the photometric data of any luminaire submitted by its manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval. hanufactu ers may use the FSA seal. to promote and advertise their f A-Appsved "ra dark sky pro ducts. For more information on the FSA program, its scrape, and its criteria, and for our answers to your frequently asked questions, please refer to our FSA program package (Portable Document Format). Or contact us online. CERTIFICATION Submit your dark sky friendly product to IDA for evaluation and certification. Join the Fixture Seat of Approval program before your I contpetttors dill To apply for the Fixture Seal of Approval. Simply fill out the online application form and hit submit. ILIA will then contact you after evaluating the photometric data. and Arbil give you instruction on the final steps, If you would rather submit the apotication by hard copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the application. Criteria * The light source must be fully sileitded * The fixture cannot emit any luminous output above 90 degrees in the verticie plane VI Job Name: Region Ten Women's Center WS -SP DRILL PATTERN 1 v ;9e e °_ - L a- ire con,1 .- fop 0 pd. 1._-...._-�•r. - .., 2x C5. r 1 Rr , s,taraura• 3@120`: 2 Arm 2� 9D° 1 36 _ PERFORN EPA f i FR71 r c t•II- 15922 � 1 t 0 1( 1 1 1 3@120`: 2 f li 2� 9D° 1 36 e I ;390` ', 22 ' 3 2 - 0 f 13996 15356 --- -t-- 8949 -D 1023 0 112 i 2 E 0 i 65 O i 0 3 31 2 2@180' 2 l 4@90` 2.2 IAnut UAIA t' l f i FR71 Data references the extra t D a In ed pd t•II- 15922 116 t 2 0 1( I14 15762 1 115 2 0 1 14274 1Q3 0 3 14131 103 3 3 -- - T3 T4 T4-BLC 14137 15511 - - 9040 103 113 66 ' 3 2 - 0 0 3 0 4 I - 0 2 i 13996 15356 --- -t-- 8949 -D 1023 0 112 i 2 E 0 i 65 O i 0 3 31 2 64 625 mA 136W 1,02 T50M r'-40nC(32104^FT 15511 113 4 1 0 1 2 15356 112 1 4 1 0 2 TSR 15785fls 4 0 4 15627 114 4 0 4 T5W 153724 0 2' 15217 111 ? 4 0 2 80 700mA 180W FRfT1 40`C 86`F 211322 - 98 --- 0 2 1 20322 113 11 2 0 2 T2 188883 0 4 18699 104 3T3 187003 0 3 18513 103 3 0 3 T4 20571f3 0 4 20365 113 3 D - --- - T4 -BL(, 1 121661 0 3 y 12044 67 ' 1 0 T50M r 205714 0 2` 20365 113 l 4 f 0 ----------------_ - }TSR 209444 0 4 20733 115 4 0 4 3---- 2 4 T5W 20290 113 5 0 3 20088 112 5 0 3 Bo 96 875 mA 7Dp mA 235 W 220 W FRfrl 24866 106 2 0 2 24615 105:2 0 2 T2 23070 98 3 0 4 r 22839 97 1 3 0 4 I T3 21947 93 3 0 4 21725 92 3 0 4 T4 24360 103 3 0 4 ` 24028 102 3 0 5 T4-BLC 14633 62 1 0 3 14487 62 1 0 3 " T50M i 23138 98 4 0 2 22905 97 4 0 2 - - T5R 24779 105 5 0 5- -- 24541 104 -5 0 5 T5W 241- 103 D 0 3 23931 102 5 0 3 FR/Ti 25358 113 2 0 2 25104 112 2 0 2; -__.._..----- _„"_----------------t.-.....__._----.'"------ -..... . ----- --.'"----_-___-__--------- __._...-_- .---- ------ ---- T2 22665 101 ' 3 0 4 22438 100 3 0 41 T3 22440 100 3 0 4 22216 99 3 0 4, T4 24685 110 3 0 5 24438 109 3 0 5 T4-BLC i 14984 67 1 0 3 14834 66 1 0 3 T50M 24685 110 d 0 2 24438 109 4 0 2 T5R 25133 112 5 0 5 24682 111 5 0 51 T5W 24349 109 ` 5 0 3 24106 10B 5 0 3f 96 875 mA 280W FR/T1 29839 106 1 3 0 2 i 29541 105 1 3 0 2, ..-._------ ---- - T2 27369 98 4 0 5 t 27096 97 4 0 5 ---- - ---- -- T3 26336 93 3 0 4 26073 92 3 0 4j _ - T4 29128 102_ 3 0 5 28837 ip3 3 0 T4-BLC 17564 65 1 1 0 4 i 17389 65 ' 1 0 5_ 4 T50M 28889 103 1 5 0 3` 28601 102 5 0 3 T5R 29184 105 S Q 5 28893 104 5 0 5 T5W 29010 102 5 0 4 28720 101 i 5 I 0 4' Submitted by Li F P A If,, LIGHTINGI ` VIRGINIA 4 �aaNe� Lumen values are ream photometric tests performed {fr accordance with IESNA LM -79-U8. Data rs oorlsldered to De ruprasenlebvs er the conhguratiuns ehuvtti_Ac".nal p;frtomrtmtrr may differ as a recut of end -,Wet envlronnient afM appiic3tion Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 •Phone: 800-345-4928 P"""""s HUBBELL perNDue to our continued eforts to Improve our products, product s cifications are subject to change without notice. Lighting C,12Ur eACON PHUU GT6. Al Rights Reserved For arwe nt anaben min our wesae: wtaonpratlrds,can • Prnetl In USA $PEG i; i6 LLJ LU 00 0 0 W W N O CZ ry 00 H LL Cz Cz G G 00 to Job Name: Region Ten Women's Center WS -SP ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE LIGHT POLE FOUNDATION- SCALE: OUNDATION SCALE: NTS 'Pr 'ectrd rl NAT -'1.:1 o ES M 2 7 Pa Data references the extra t D a In ed pd ir. rice. rn. sfc i' a ` erfw a ernon. ,r the baso mntlo m 40 C p P I ambient, based on mixto hours u f LED t tin per o ns05 gP IESNA UA -80- . IJsa loose factors. td letermine relative lumen i, 11111119111111191111 outwit for average arrbienem eralures from _ 0'C 32`F _ 1,02 r'-40nC(32104^FT 10`C 1 507- 1,01 20°C II 68`F 1,00 25`C 77 F_ 1,00 --- 40`C 86`F - 98 --- 40`C 104"F -- 98 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL ND e to our continued oliortr o improve our rnducfsproducts specifications aro subject to change without Lighting 9Hu .--- v20Ib BEACOti PRODUCTS, nil REgtlts Flese>vetl • Wr rnwe inlormatiom visit our website: www.bexmpraluets.com Printed In USA SPEC V16 PARKING LOT LIGHT POLE CL OF LIGHT POLE AND BASE LIGHT POLE COVER MOUNT PER MANUFACTURERS INSTRUCTIONS SEAL EDGES WITH 50 YEAR SILICONE CAULK 8" ROUNDING ON EDGES ANCHOR BOLT 3,000 PSI CAST IN PLACE CONCRETE FOOTING #6 VERTICAL #3 CIRCULAR TIES AT 4 2" O.C. FINISHED GRADE ASPHALT TO SPECIFIED DEPTH COMPACTED SUBGRADE 1" SCHED. 40 PVC CONDUIT Job Name: Region Ten Women's Center WS -SP ❑ DM28 CSO I ❑ DM29 0DM39 =J�= 127,Y 50 ❑ DM49 r; T20R 2 3 " OD ❑ T25R (2 7/:. OD)r - ❑ T30R 3 1/2- OD POLE TOP OPTIONS I e -a - AB - ANCHOR BOLTS PC(xxx) - PAINTED TO MATCH BEACON FINISH SELECTED DM19 - DRILLED FOR SINGLE LUMINAIRE Jnr .T4. ;," 4' t t x x \tr R he AA r i l l t oLt RJOS.HUFFN Slit IF200 TORIWOK IIi fk76109 3 t 7 -924 -?582 F14. r i1 24 3faR 7 C (1'vFii)t'V 11-11 �ir,rx r rwvr rvm 7 ac ra e- ncr o xr 111111vDG hF TI.TY e,,„fF :u:rh-rrrt JtE. / i ..r BASE PLATE DETAIL PROJECTION: 4" MIN 5" MAX • ANCHOR BOLT TEMPLATE: ABT -850-4 • GALVANIZED PER: ASTM A-153 - r ANCHOR BOLT DETAIL WIND (MPH) so so too EPA 9.6 6.7 4.5 WEIGHT 240 167 150 LOADING CHART COMPONENT SPECIFICATION POLE SHAFT ASTM A-500 GRADE B BASE PLATE ASTM A-36 ANCHOR BOLTS ASTM F-1554 GRADE 55 MISC. STEEL ASTM A-36 SPECIFICATIONS 1, ALL HARWARE TO BE GALVANIZED TO ASTM A153. 2. POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . 3. ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION. 4- POLE DESIGN IS BASED AGAINST COMMERCIAL GRADE STANDARDS. 5. DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. 6. POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT FACTORY FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION. GENERAL NOTES PC)L.E M AR_K ; hCJR AP_E' IZ C> V A:L�., t, SQUARE STRAIGHT STEEL 20" X 4" X 1 i GA LIGHTING jRegion Ten Women's Center WS -SP NONE 05;) 0/07 1 BM SNS -20-40-1 I -AB 19 Pclt si,. The poleshall be. a 0110 section design fabricateg d from standard 11 aug0 {0 11)6'1 .x 7 gauge (1).'1793') sL0 I, Eacheti scon shall be fak)hcated brain high strength low alloy steel conforming to AS TM A5UV Grace B. with minirrium yield strength of 46.'30 poi. Each P.I. will have a f.41 -length longitudinal weld and ,,I[ be square in crr ss-secbor.. Batsc F i rLe -rhe brie plate is fabricated from a structural quairty hot rolled ca -bon steel plate that meets or exceeds ASTM A-36 with a minimum yield of sirength cf 36,000 rrsi.. The base plate telescopes the ,:tole strah and is circlxrnfe inntiai welded top and bottom The base plat,° blas slotted bon holes, 3-i:atlt3 i -{nit? A reinforced brand hole, having a nominal 3` x 5•' opening, -.it be instailed 18" above the base plate on it poles. A hand hole rc,ver and attaching hardware .s inciuded with each hand hole as sembiy. A ground lug v,,it; be welded either on the hand hole frame or or, it'e inside of the pole apposite the hanrd hole depending on the design. A - her Boas Anchor bolts are fabricated from a cgn)merc:al quality hot mood carbon steel bai *hat roe< -t3 or exceeds mnvnwm yield strength of 58,000 psi. Anchor bolts are sized auxsrding to each pole design and are fu,nisiled witi, 2 galvanized heavy hex ,tuts and 2 galva- nizr:d flat washers. Anchor bolts sitalf be galvanized a minimum of 4" ori the threadeci rind in accordance with ASTPA A-1.53. Anchor bons will ship with the poEes unless otherwise specified. Poir, Top Each polo wilt be side-drined with a r -avert We pate p or have a 2 '3'S" Q.U. x 4' tenor-, top (Other sizes ava,(abi0}. +r a>Icsing All welds shall be. of the: highest quality and p0rformc N. by American i/Veldmg Society certified welders conforming to tt,e latest version of the American Welding Society specftication AYVS D1.1_ t'.r pilo All polos. mounting brackets and platforms are, furnished with a coating of either rod oxrdolzmc primer, factory parrlred, powder coated or not -dip galvanized to ASTRA A -123- M(scclianepus hardware wgd ill ba ah/anizeto ASl tvi A-150 Lxtenor finish coatings, are avail- able by request Not ............. ----- Anchor Boit F ✓ a,Bolt Circle -_ Projection wldih Slotted ,�.. .� Holes P Ir. c`?:,uitl firs irrnito z fTEsgisei?tiy - i i sgns n nr nir v t rail ^. xY n . ,.say case rtr a. airs. feaua, ,'sail bili Bad Base D!Rtail €actbsp'u adarnps;s<ldsvit Isla Cass belt r?iinimizo °Yta cffec t : o< Yi' ratioa- . I-,; IG'a�: Phone: (866) 474-7200 Fax: (817) 924-7049 Lite."',';olle Amencant Pok e .r✓es hP right'o charge a^ porti. r of ris h;Ecatior -F' u? notice in onte?- �"0" tc promote a ,.d,;ct n pri'/emect -0 aloes fur +^ate a .'.3ilaGity. 14 w ate rstreets+u C f;. ri '5t -a Pe arc�}E eC-t. s.i<) P � � -'r3 3ri - L5 C Vi C.I. I'l1e tl -, r"Y t I t �:•f�C`. ...r L.. L'tj S t_ 1 i{J l.(t,. S. C Vr:, 2.'+i0 2 professional seal ALAN FRANKLIN PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions LIGHTING DETAILS sheet title • sheet number