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HomeMy WebLinkAboutSDP200900102 Plan - Approved Minor Amendment 2010-04-19t r 6 3 O D Q:� n CD L) N Z O O A 3 � _ N 7 C O _ U 7 2 C O - +J j 3 v � _ to � N � d C N _ N U +, 3 � p O O � Q a> 3 L N p' O � c � p O U L p � O ^� U c Z p O 'O _T C L .0 d U O i a U) N c > O - U V) O V 41 N � O c E O � p O V) C � N E p N V .� O V) -0 :3 U N 4- p i V N O > (n N U) O p � p p c c p 3 c 0 O _ d Q L a� a O T H p i i J J F ; J ) J J i 3 a i LEGEND GADS A EXISTING CULVERT CUL VER T DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMENT •••.••• EARTH DITCH T 200- DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP /BACK OF CURB TAB DENO TES TOP OF BOX EROSION CONTROL * EROSION & CONTROL NUMBER GENERAL WATER & SEWER w o z Q 2 U �0_1 Q w �C Q CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECT70N BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROX/MA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN /N/PARV2=, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WI77-1 THE CURRENT ED177ON OF 774E GENERAL WATER AND SEWER CONS7RUCT/ON SPECIFICATIONS. AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO CONSTRUCTION. 6. ALL WA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 7HE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WA TER PRESSURE MAY BE LESS THAN 40 PSI. PR/ VA TE BOOSTER PUMPS MA Y BE REQUIRED. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY C0NS7RUC77ON WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA T/ON (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASQNABLEY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONRETE PIPE - CLASS Ill. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). Development Parameters GENERAL NOTES 1. OWNER /DEVELOPER: VITO CETTA 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VIRGINIA 22901 CONTACT MR. VITO CETTA EMAIL ADDRESS. • VI TOCETTAOMAC. COM 2, ENGINEER. TIMMONS GROUP 919 2ND STREET, S E. CHARLOTTESVILLE, VA 22902 TFLE.• (434) 295 -5624 E -MAIL: FRANK. POHLOTIMMONS COM CONTACT MR. FRANK POHL, P.E. J. TAX PARCEL NUMBERS: 56 -97A, 56 -97A1, AND A PORTION OF 56 -97 4. ZONING : NMD (NEIGHBORHOOD MODEL) 5. USE : MEDIUM- DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 8.11 +/- AC. ROADS. 1.14 AC. 7. SETBACKS (PROPERTY): SEE TABLE 2 THIS SHEET. SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• COMMON AREA /PASSIVE RECREATIONAL AREA: 99,752 SF = 2.29 AC (28.2 %) 9. TOTAL # OF UNITS 50 DWELLING UNITS (INCLUDING 1 EXISTING DWELLING UNIT): 26-5- TOWNHOUSES 16 SINGLE FAMLL Y DETACHED UNITS 8 39- PROPOSED CONDOMINIUMS U77LI TIES: SEWER. COUNTY SEWER - AVAILABLE ON THE SITE WATER. COUNTY WATER - AVAILABLE ON THE SITE GROSS RESIDEN7AL DENSITY - Ob+44GRF 6.17 DU /ACRE 1 EXISTING RESIDENTIAL HOME TO REMAIN 8 PROPOSED MIXED USE - OFFICEI RESIDENTIAL BELOW, RESIDENTIAL ABOVE (5,120 SF TOTAL) 10. SUBDIVISION STREETS, • CURB & GUTTER (PUBLIC ROADS) 11. PARKING CALCULA TONS RESIDENTIAL PARKING REQUIRED. RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT 5031- UNITS * (2.25) = 113 SPACES RESIDENTIAL PARKING PROVIDED: 62 31-3.5- UNITS CONTAIN 2 GARAGE SPACES. • -76- SPACES 11 UNITS CONTAIN 1 GARAGE SPACE. 11 SPACES STREET PARKING PROVIDED: 45 SPACES TOTAL PARKING PROVIDED: � + 45 + 11 =118 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP -04 -052 CONDITION 11. 12. WA TERSHED. S. R/VANNA RESERVO IR - WA TER SUPPL Y PRO TECTI0N AREA 13 TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR THOMAS B. LINCOLN IN JUNE OF 2005. BENCHMARK. N. 3906421.30200 E.• 11429928.45500 ELEVA 770N. 628.58 VERTICAL DATUM. NA VO '88 DESCRIPTION: NAIL IN PAVEMENT APPROXIMATELY 8' SOUTH OF ROUTE 250 AND 22' WEST OF DRIVEWAY WIN 749TH BOX #5303 14. CONTRACTOR SHALL VERIFY LOCAT70N AND ELEVATI0N OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUC77ON PRIOR TO STAR77NG WORK. CONTACT ENGINEER /MMED/A TEL Y IF L OCA 77ON OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. 15. MAXIMUM ALLOWABLE AMOUNT OF IMPERVIOUS COVER ONSITE. 3.8 ACRES 16. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH SINGLE FAMILY AND TOWNEHOUSE. ALL CONDOMINIUM UNITS AND THE OFFICE SPACE SHALL UTILIZE THE DUMPS7ER ONSITE LOCATED IN 774E PARKING AREA. 17 OUTDOOR LIGHTING THROUGHOUT 774E PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3,000 IN177AL LUMENS. 18. FLOOD PLAIN. THERE ARE NO ON -SITE FLOOD PLAINS. 19. STREAM BUFFERS. THERE ARE NO ON -SITE STREAM BUFFERS. 20. CROZET MASTER PLAN CT3: BLOCKS 2, 4, 5, 6 ZONES. CT4, BLOCK 1 THE FOLLOWING AGREEMENTS HAVE BEEN SUBMITTED WITH THE PRELIMINARY PLAT APPLICATION: EASEMENT RELOCATION AGREEMENT FOR RADFORD LANE SIGNED BY OWNERS OF TMP 56 -97, 56 -98A, 56 -97A1, 56 -98, 56 -97A, 56 -98C, 56 -988, 56 -988, 56 -98D. PURCHASE CONTRACT FOR COBLE PROPERTY, GRANTING TEMPORARY GRADING EASEMENTS TO FACILITATE 774E CONSTRUCT70N OF LIBERTY HALL. CRITICAL SLOPE IMPACTS ARE EXEMPT, PER THE ENGINEERING ANALYSIS CONTAINED IN THE PLANNING COMMISSION STAFF REPORT DATED FEBRUARY 21, 2006. * 77MM0NS GROUP SHALL NOT HAVE AU 174ORI TY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W1774 LAWS AND REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONS7RUC77ON ACTIVITIES. ROAD NOTES GRADING 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 7HIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN T74E ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA 7ER /AL TO THE SA 77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR U0-4'S) TO BE PROVIDED AS INDICATED 0I 7HE PLANS, OR WHERE FIELD CON01770NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPOR TA/ON SPEC /F /CA T70NS UNLESS 0774ERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WATEf COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, II, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING A T THE COMPLETION OF THE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA TMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MA 7ER/AL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF IRA NSPORTA 77ON SPEC /FICA PONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77-IAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AU7740RIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. Block * ST a STRAW BAIL BARRIER 3.04 BeTEMPORARY DIVERSION DIKE 3.09 S T oo TEMPORARY SEDIMENT TRAP 3.13 GENERAL WATER & SEWER w o z Q 2 U �0_1 Q w �C Q CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECT70N BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROX/MA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN /N/PARV2=, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WI77-1 THE CURRENT ED177ON OF 774E GENERAL WATER AND SEWER CONS7RUCT/ON SPECIFICATIONS. AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO CONSTRUCTION. 6. ALL WA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 7HE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WA TER PRESSURE MAY BE LESS THAN 40 PSI. PR/ VA TE BOOSTER PUMPS MA Y BE REQUIRED. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY C0NS7RUC77ON WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA T/ON (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASQNABLEY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONRETE PIPE - CLASS Ill. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). Development Parameters GENERAL NOTES 1. OWNER /DEVELOPER: VITO CETTA 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VIRGINIA 22901 CONTACT MR. VITO CETTA EMAIL ADDRESS. • VI TOCETTAOMAC. COM 2, ENGINEER. TIMMONS GROUP 919 2ND STREET, S E. CHARLOTTESVILLE, VA 22902 TFLE.• (434) 295 -5624 E -MAIL: FRANK. POHLOTIMMONS COM CONTACT MR. FRANK POHL, P.E. J. TAX PARCEL NUMBERS: 56 -97A, 56 -97A1, AND A PORTION OF 56 -97 4. ZONING : NMD (NEIGHBORHOOD MODEL) 5. USE : MEDIUM- DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 8.11 +/- AC. ROADS. 1.14 AC. 7. SETBACKS (PROPERTY): SEE TABLE 2 THIS SHEET. SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• COMMON AREA /PASSIVE RECREATIONAL AREA: 99,752 SF = 2.29 AC (28.2 %) 9. TOTAL # OF UNITS 50 DWELLING UNITS (INCLUDING 1 EXISTING DWELLING UNIT): 26-5- TOWNHOUSES 16 SINGLE FAMLL Y DETACHED UNITS 8 39- PROPOSED CONDOMINIUMS U77LI TIES: SEWER. COUNTY SEWER - AVAILABLE ON THE SITE WATER. COUNTY WATER - AVAILABLE ON THE SITE GROSS RESIDEN7AL DENSITY - Ob+44GRF 6.17 DU /ACRE 1 EXISTING RESIDENTIAL HOME TO REMAIN 8 PROPOSED MIXED USE - OFFICEI RESIDENTIAL BELOW, RESIDENTIAL ABOVE (5,120 SF TOTAL) 10. SUBDIVISION STREETS, • CURB & GUTTER (PUBLIC ROADS) 11. PARKING CALCULA TONS RESIDENTIAL PARKING REQUIRED. RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT 5031- UNITS * (2.25) = 113 SPACES RESIDENTIAL PARKING PROVIDED: 62 31-3.5- UNITS CONTAIN 2 GARAGE SPACES. • -76- SPACES 11 UNITS CONTAIN 1 GARAGE SPACE. 11 SPACES STREET PARKING PROVIDED: 45 SPACES TOTAL PARKING PROVIDED: � + 45 + 11 =118 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP -04 -052 CONDITION 11. 12. WA TERSHED. S. R/VANNA RESERVO IR - WA TER SUPPL Y PRO TECTI0N AREA 13 TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR THOMAS B. LINCOLN IN JUNE OF 2005. BENCHMARK. N. 3906421.30200 E.• 11429928.45500 ELEVA 770N. 628.58 VERTICAL DATUM. NA VO '88 DESCRIPTION: NAIL IN PAVEMENT APPROXIMATELY 8' SOUTH OF ROUTE 250 AND 22' WEST OF DRIVEWAY WIN 749TH BOX #5303 14. CONTRACTOR SHALL VERIFY LOCAT70N AND ELEVATI0N OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUC77ON PRIOR TO STAR77NG WORK. CONTACT ENGINEER /MMED/A TEL Y IF L OCA 77ON OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. 15. MAXIMUM ALLOWABLE AMOUNT OF IMPERVIOUS COVER ONSITE. 3.8 ACRES 16. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH SINGLE FAMILY AND TOWNEHOUSE. ALL CONDOMINIUM UNITS AND THE OFFICE SPACE SHALL UTILIZE THE DUMPS7ER ONSITE LOCATED IN 774E PARKING AREA. 17 OUTDOOR LIGHTING THROUGHOUT 774E PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3,000 IN177AL LUMENS. 18. FLOOD PLAIN. THERE ARE NO ON -SITE FLOOD PLAINS. 19. STREAM BUFFERS. THERE ARE NO ON -SITE STREAM BUFFERS. 20. CROZET MASTER PLAN CT3: BLOCKS 2, 4, 5, 6 ZONES. CT4, BLOCK 1 THE FOLLOWING AGREEMENTS HAVE BEEN SUBMITTED WITH THE PRELIMINARY PLAT APPLICATION: EASEMENT RELOCATION AGREEMENT FOR RADFORD LANE SIGNED BY OWNERS OF TMP 56 -97, 56 -98A, 56 -97A1, 56 -98, 56 -97A, 56 -98C, 56 -988, 56 -988, 56 -98D. PURCHASE CONTRACT FOR COBLE PROPERTY, GRANTING TEMPORARY GRADING EASEMENTS TO FACILITATE 774E CONSTRUCT70N OF LIBERTY HALL. CRITICAL SLOPE IMPACTS ARE EXEMPT, PER THE ENGINEERING ANALYSIS CONTAINED IN THE PLANNING COMMISSION STAFF REPORT DATED FEBRUARY 21, 2006. * 77MM0NS GROUP SHALL NOT HAVE AU 174ORI TY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W1774 LAWS AND REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONS7RUC77ON ACTIVITIES. ROAD NOTES GRADING 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 7HIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN T74E ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA 7ER /AL TO THE SA 77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR U0-4'S) TO BE PROVIDED AS INDICATED 0I 7HE PLANS, OR WHERE FIELD CON01770NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPOR TA/ON SPEC /F /CA T70NS UNLESS 0774ERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WATEf COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, II, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING A T THE COMPLETION OF THE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA TMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MA 7ER/AL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF IRA NSPORTA 77ON SPEC /FICA PONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77-IAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AU7740RIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. Block Maximum Number of Stories Maximum Building Height (ft.) Maximum Building Lot Coverage ( %) SB <MD) SEDIMENT BASIN 3.14 0 Residential INLET PROTECTION 3.07 SF 3 SILT FENCE 3.05 CE c� r CONSTRUCTION ENTRANCE 3.02 CD , CHECK DAM 3.20 FD 3 7EMPORARY FILL DIVERSION 3.10 D V S 1 3 DIVERSION 3.12 aPS 40 PERMANENT SEEDING 3.32 TO TO TOPSOILING 3.30 C/P n/a CULVERT INLET PROTECTION 3.08 US �-� UTILITY STREAM CROSSING 3.25 DC - ©� - DUST CONTROL 339 GENERAL WATER & SEWER w o z Q 2 U �0_1 Q w �C Q CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECT70N BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROX/MA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN /N/PARV2=, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WI77-1 THE CURRENT ED177ON OF 774E GENERAL WATER AND SEWER CONS7RUCT/ON SPECIFICATIONS. AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO CONSTRUCTION. 6. ALL WA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 7HE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WA TER PRESSURE MAY BE LESS THAN 40 PSI. PR/ VA TE BOOSTER PUMPS MA Y BE REQUIRED. GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY C0NS7RUC77ON WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA T/ON (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASQNABLEY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONRETE PIPE - CLASS Ill. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). Development Parameters GENERAL NOTES 1. OWNER /DEVELOPER: VITO CETTA 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VIRGINIA 22901 CONTACT MR. VITO CETTA EMAIL ADDRESS. • VI TOCETTAOMAC. COM 2, ENGINEER. TIMMONS GROUP 919 2ND STREET, S E. CHARLOTTESVILLE, VA 22902 TFLE.• (434) 295 -5624 E -MAIL: FRANK. POHLOTIMMONS COM CONTACT MR. FRANK POHL, P.E. J. TAX PARCEL NUMBERS: 56 -97A, 56 -97A1, AND A PORTION OF 56 -97 4. ZONING : NMD (NEIGHBORHOOD MODEL) 5. USE : MEDIUM- DENSITY RESIDENTIAL & OFFICE 6. ACREAGE (TOTAL): 8.11 +/- AC. ROADS. 1.14 AC. 7. SETBACKS (PROPERTY): SEE TABLE 2 THIS SHEET. SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS. 8• COMMON AREA /PASSIVE RECREATIONAL AREA: 99,752 SF = 2.29 AC (28.2 %) 9. TOTAL # OF UNITS 50 DWELLING UNITS (INCLUDING 1 EXISTING DWELLING UNIT): 26-5- TOWNHOUSES 16 SINGLE FAMLL Y DETACHED UNITS 8 39- PROPOSED CONDOMINIUMS U77LI TIES: SEWER. COUNTY SEWER - AVAILABLE ON THE SITE WATER. COUNTY WATER - AVAILABLE ON THE SITE GROSS RESIDEN7AL DENSITY - Ob+44GRF 6.17 DU /ACRE 1 EXISTING RESIDENTIAL HOME TO REMAIN 8 PROPOSED MIXED USE - OFFICEI RESIDENTIAL BELOW, RESIDENTIAL ABOVE (5,120 SF TOTAL) 10. SUBDIVISION STREETS, • CURB & GUTTER (PUBLIC ROADS) 11. PARKING CALCULA TONS RESIDENTIAL PARKING REQUIRED. RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT 5031- UNITS * (2.25) = 113 SPACES RESIDENTIAL PARKING PROVIDED: 62 31-3.5- UNITS CONTAIN 2 GARAGE SPACES. • -76- SPACES 11 UNITS CONTAIN 1 GARAGE SPACE. 11 SPACES STREET PARKING PROVIDED: 45 SPACES TOTAL PARKING PROVIDED: � + 45 + 11 =118 SPACES PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH SP -04 -052 CONDITION 11. 12. WA TERSHED. S. R/VANNA RESERVO IR - WA TER SUPPL Y PRO TECTI0N AREA 13 TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR THOMAS B. LINCOLN IN JUNE OF 2005. BENCHMARK. N. 3906421.30200 E.• 11429928.45500 ELEVA 770N. 628.58 VERTICAL DATUM. NA VO '88 DESCRIPTION: NAIL IN PAVEMENT APPROXIMATELY 8' SOUTH OF ROUTE 250 AND 22' WEST OF DRIVEWAY WIN 749TH BOX #5303 14. CONTRACTOR SHALL VERIFY LOCAT70N AND ELEVATI0N OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUC77ON PRIOR TO STAR77NG WORK. CONTACT ENGINEER /MMED/A TEL Y IF L OCA 77ON OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. 15. MAXIMUM ALLOWABLE AMOUNT OF IMPERVIOUS COVER ONSITE. 3.8 ACRES 16. INDIVIDUAL TRASH CONTAINERS SHALL BE PROVIDED FOR EACH SINGLE FAMILY AND TOWNEHOUSE. ALL CONDOMINIUM UNITS AND THE OFFICE SPACE SHALL UTILIZE THE DUMPS7ER ONSITE LOCATED IN 774E PARKING AREA. 17 OUTDOOR LIGHTING THROUGHOUT 774E PLAN AREA SHALL BE LIMITED TO LUMINARIES WHICH EMIT LESS THAN 3,000 IN177AL LUMENS. 18. FLOOD PLAIN. THERE ARE NO ON -SITE FLOOD PLAINS. 19. STREAM BUFFERS. THERE ARE NO ON -SITE STREAM BUFFERS. 20. CROZET MASTER PLAN CT3: BLOCKS 2, 4, 5, 6 ZONES. CT4, BLOCK 1 THE FOLLOWING AGREEMENTS HAVE BEEN SUBMITTED WITH THE PRELIMINARY PLAT APPLICATION: EASEMENT RELOCATION AGREEMENT FOR RADFORD LANE SIGNED BY OWNERS OF TMP 56 -97, 56 -98A, 56 -97A1, 56 -98, 56 -97A, 56 -98C, 56 -988, 56 -988, 56 -98D. PURCHASE CONTRACT FOR COBLE PROPERTY, GRANTING TEMPORARY GRADING EASEMENTS TO FACILITATE 774E CONSTRUCT70N OF LIBERTY HALL. CRITICAL SLOPE IMPACTS ARE EXEMPT, PER THE ENGINEERING ANALYSIS CONTAINED IN THE PLANNING COMMISSION STAFF REPORT DATED FEBRUARY 21, 2006. * 77MM0NS GROUP SHALL NOT HAVE AU 174ORI TY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W1774 LAWS AND REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONS7RUC77ON ACTIVITIES. ROAD NOTES GRADING 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 7HIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN T74E ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MA 7ER /AL TO THE SA 77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR U0-4'S) TO BE PROVIDED AS INDICATED 0I 7HE PLANS, OR WHERE FIELD CON01770NS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPOR TA/ON SPEC /F /CA T70NS UNLESS 0774ERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WATEf COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, II, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING A T THE COMPLETION OF THE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA TMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MA 7ER/AL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 O 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF IRA NSPORTA 77ON SPEC /FICA PONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77-IAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AU7740RIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. Block Maximum Number of Stories Maximum Building Height (ft.) Maximum Building Lot Coverage ( %) Number Residential Mixed Use Residential Mixed Use Residential Mixed Use 1 3 3 35 35 40 60 2 2.5 n/a 35 n/a 40 n/a 3 NOT USED 4 1 3 1 n/a 35 n/a 40 n/a 5 1 2.5 n/a 35 n/a 40 n/a 6 3 n/a 35 n/a 40 n/a ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECT /ON 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 PERM/ T SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. J. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCT /ON. 5. 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 WI TH THE TEST RESUL IS FOR APPRO VA L. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE RE A SONABLE OB TAINABLE , LESSER SLOPES OF 4. 1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI THIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL ORA /NABLE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED A T LOCH TONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER W/D THS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, 7HE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS ADD/TONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE W1774 THE MINIMUM PAVEMENT W/OTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON T74E TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND T74E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. 774E DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. 7HE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBD IVISION 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. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17 USE VDOT STANDARD CO -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH 774E WATER PROTEC7ON ORDINANCE OF ALBEMARLE COUNTY. 19. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT AND /OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH- DENSITY POLYETHYLENE (HDPE) PIPES OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE - SYSTEM CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB S17E DURING THE IN177AL PIPE INSTALLA T70N. BLASTING NOTES 1. BLAS77NG, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WIN ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONS7RUC770N SAFETY SHALL BE ADHERED TO AND ANY VIOLA T70N OF SUCH REGULA 77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR DEVELOPER. J. PRECAUT70NS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLAS77NG SHALL BE DONE WITHIN TWENTY -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF U77LI TY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER N077FICA77ON SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERA TIONS 5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WIN SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF Parking Schedule Block Pftar ingapprov ed for Rozo ing Parkint proposed with Preliminary Plat arking prop osod with SPA Number Garage ISurface Lot On- street I Total Garage Surface Lot On- street I Total Garage Surface Lot On- street Total 1 28 1 35 1 19 82 28 35 19 1 82 29 35 1 19 83 -[_ 2 4 0 0 4 4 0 0 4 4 0 0 4 3 NOT USED NOT USED NOT USED 4 14 1 0 1 1.25 1 15.25 14 0 1 20 34 10 6 20 36 5 10 0 1 0 I 10 10 0 1 6 16 10 0 6 16 6 14 0 I 0 1 14 1 14 0 1 0 14 14 0 0 1 14 TOTAL 125.25 150 153 PARKNIIG WAJIiRED BY ZOAWVG Q fflft lAl[BE• W-5-70NWOUSES * (225 SPACES PER TONN#IOUSE) = 5a5 -fhfS VAGIES 15 WME FAANLY NW&XES * (2 SPAN'S PER W4ME FAWY MOVIE) = 30 SPACES 8 30- COAVOIAN IM W TS * (225 SPACES PER CONDO WO at 18 OR5-SPACES 8500 SO. FT. Q?OSS FLOOR AREA * (80X) * 1 SPACE PER 2010 SQ FT. OF NET OFFICE FLOOR AREA =1 5 34 f S SPACES TOTAL PARKING PROWDIED: 153 -W- VACES* * NOM SMARED PARKMIG AiRRAAGWENT APPROVED FOR BLOCK 1 wTH 21011 m A/AP AAdaymcmr AREA OF CHANGE Land Use Summary Block a Building Foot rints Pavement TOTAL Block coverage Single-family Multi-farnily Nixed Use Streets Side -walks Drive -was Parking lots 3, 452 SY Ac. S . Ft. Ac. I Sq. Ft. Ac. Sq. Ft. Ac. S . Ft. Ac. . Ft. Ac. S . Ft. Ac. Sq. Ft. Ac. . Ft. Ac. . Ft. 8" BASE STONE 21 -A 1 2.05 89 300 0.00 0 1 0.29 13, 999 0.12 8, 500 0.26 11,300 0.20 8,530 0.06 2, 571 0.25 11 000 1.18 55,9 57.6% 2 1.44 62, 700 0.08 3 385 0.00 0 0.00 0 0.23 10 410 0.08 3 400 0.03 1,240 0.00 0 0.42 18 300 29.2% 3 NOT USED STD MANHOLE FRAME 4 1.80 78 400 0.12 5 302 0.10 TOTAL 125.25 150 153 PARKNIIG WAJIiRED BY ZOAWVG Q fflft lAl[BE• W-5-70NWOUSES * (225 SPACES PER TONN#IOUSE) = 5a5 -fhfS VAGIES 15 WME FAANLY NW&XES * (2 SPAN'S PER W4ME FAWY MOVIE) = 30 SPACES 8 30- COAVOIAN IM W TS * (225 SPACES PER CONDO WO at 18 OR5-SPACES 8500 SO. FT. Q?OSS FLOOR AREA * (80X) * 1 SPACE PER 2010 SQ FT. OF NET OFFICE FLOOR AREA =1 5 34 f S SPACES TOTAL PARKING PROWDIED: 153 -W- VACES* * NOM SMARED PARKMIG AiRRAAGWENT APPROVED FOR BLOCK 1 wTH 21011 m A/AP AAdaymcmr AREA OF CHANGE Land Use Summary Block a Building Foot rints Pavement TOTAL Block coverage Single-family Multi-farnily Nixed Use Streets Side -walks Drive -was Parking lots 3, 452 SY Ac. S . Ft. Ac. I Sq. Ft. Ac. Sq. Ft. Ac. S . Ft. Ac. . Ft. Ac. S . Ft. Ac. Sq. Ft. Ac. . Ft. Ac. . Ft. 8" BASE STONE 21 -A 1 2.05 89 300 0.00 0 1 0.29 13, 999 0.12 8, 500 0.26 11,300 0.20 8,530 0.06 2, 571 0.25 11 000 1.18 55,9 57.6% 2 1.44 62, 700 0.08 3 385 0.00 0 0.00 0 0.23 10 410 0.08 3 400 0.03 1,240 0.00 0 0.42 18 300 29.2% 3 NOT USED STD MANHOLE FRAME 4 1.80 78 400 0.12 5 302 0.10 4 441 0.00 0 0.29 12,565 0.10 4 475 0.08 1 982 0.00 0 0.69 29 000 38.3% =T= " vm' " J. 00, 0-4u- " 0" " MTM T" V_ 4W U. U f 4 WU U. U I J';dfu 6 _'__ . o 6 1.57 68,240 0.30 13,184 0.00 0 0.00 0 0.12 5,200 0607 2,900 0.08 3 500 0.00 0 0.57 24,800 36.3% TOTAL 8.11 353,140 0.70 30,720 0.39 18,440 0.12 8,500 1.12 48,875 0.52 22,165 0.32 12,563 0.25 11,000 3.42 152,400 42.2% SP 2005-05 LIBERTY HALL CONDITIONS OF APPROVAL APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS 05 -3l -06 DATE OF PROFFER SIGNATURE: 51 3112006 ZMA 12005 -00005 TAX MAP PARCELS. 56 -97A; 56 -97A1, PORTION OF 56 -97 8.377 ACRES TO BE REZONED FROM EL TO NMD (NEIGHBORHOOD MODEL DISTRICT) IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN DATED APRIL 6, 2006 PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR I7-S DULY AUTHORIZED AGENT, HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED WITH THE OFFERED PLANS APPROVED FOR DEVELOPMENT. THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT.' (1) THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE CONDITIONS, AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUEST. 1) THE OWNER SHALL CONTRIBUTE $137,600 ($3,200 PER UNIT FOR 43 UNITS) CASH TO THE COUNTY'S CAPITAL IMPROVEMENT PROGRAM FOR THE PURPOSE OF MITIGATING IMPACTS FROM THIS DEVELOPMENT. THE CASH CONTRIBUTION SHALL BE USED FOR TRANSPORTATION IMPROVEMENTS (I.E. EASTERN AVENUE), SCHOOLS, LIBRARIES, FIRE AND RESCUE, PARKS OR ANY OTHER PUBLIC USE SERVING THE COMMUNITY OF CROZET AS IDENTIFIED IN THE CROZET MASTER PLAN. CONTRIBUTIONS SHALL BE PAYABLE UNDER ONE OF THE FOLLOWING METHODS, WHICH SHALL BE DESIGNATED BY THE COUNTY: (1) NINETY (90) DAYS AFTER RECEIPT OF WRITTEN NOTICE BY THE OWNER FROM THE COUNTY IDENTIFYING A CAPITAL IMPROVEMENT PROJECT WITHIN THE COMMUNITY OF CROZET FOR WHICH THE CASH WOULD BE APPLIED, PROVIDED THAT CONTRIBUTIONS FOR A CAPITAL IMPROVEMENT PROJECT SHALL NOT EXCEED $50,000 DURING ANY SIXTY (60) DAY PERIOD AND SAID REQUEST IS AFTER THE COUNTY'S APPROVAL OF THE FIRST FINAL SITE PLAN OR SUBDIVISION PLAT WITHIN THE PROJECT, OR (2) IN INCREMENTS OF $3,200 CASH PER LOT, FOR ANY MARKET -RATE TOWNHOUSE OR NEW DETACHED SINGLE FAMILY DWELLING UNIT PRIOR TO OR AT THE TIME OF ISSUANCE OF A BUILDING PERMIT FOR ANY IMPROVEMENT THEREON. IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN (10) TEN YEARS FROM THE DATE OF THE COUNTY'S RECEIPT OF THE FINAL CONTRIBUTION, ALL UNEXPENDED FUNDS SHALL BE APPLIED TO A PROJECT(S) IDENTIFIED IN THE COUNTYS CAPITAL IMPROVEMENTS PROGRAM FOR THE COMMUNITY OF CROZET. 2) THE OWNER SHALL PROVIDE EIGHT (8) UNITS OF AFFORDABLE HOUSING AS IDENTIFIED ON THE GENERAL DEVELOPMENT PLAN PRODUCED BY 77MMONS GROUP, DATED AUGUST 15, 2005 AND LAST REVISED APRIL 6, 2006, ENTITLED "APPLICATION PLAN - FIGURE 2 ". THE OWNER SHALL CONVEY P THE RESPONSIBILITY OF CONSTRUCTING THE AFFORDABLE UNITS TO ANY SUBSEQUENT PURCHASER OF THE SUBJECT PROPERTY. 174E CURRENT OWNER OR SUBSEQUENT OWNER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN 80% OF THE AREA MEDIAN INCOME, SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES AND HOMEOWNER'S INSURANCE (P/77) DO NOT EXCEED 3OX OF THE GROSS HOUSEHOLD INCOME ALL PURCHASERS OF THESE UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE OWNER /BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF 180 DAYS TO IDENTIFY AND PRE - QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE 180 -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE OWNER THAT THE UNITS WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN 120 DAYS PRIOR TO ANTICIPATED RECEIPT OF THE CERTIFICATE OF OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER DURING THIS PERIOD, THE OWNER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WTHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF PURCHASER. THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE EIGHT (8) UNITS. 3) WITHIN 30 DAYS AFTER VDOT DETERMINES THAT A TRAFFIC SIGNAL IS WARRANTED AT THE INTERSECTION OF RADFORD LANE AND ROUTE 250 OR AT THE INTERSECTION OF EASTERN AVENUE AND ROUTE 250, THE OWNER SHALL MAKE A CASH CONTRIBUTION TO THE COUNTY TO PAY FOR ITS SHARE OF THE COST TO INSTA LL A TRAFFIC SIGNAL BY OTHERS. THE OWNER S CAS H CONTRIBUTION SHALL BE BAS E D UPON THE TRAFFIC V OLU ME GENERATED BY THIS SITE AT THE INTERSECTION, AS COMPARED TO 774E TOTAL TRAFFIC VOLUME AT THE INTERSECTION CREA77NG THE NEED FOR THE TRAFFIC SIGNAL, AS DETERMINED BY VDOT, ALBEMARLE COUNTY, OR THE OWNER'S TRAFFIC CONSULTANT WITH THE REVIEW AND APPROVAL BY VDOT AND ALBEMARLE COUNTY, AND BE DETERMINED BY ALBEMARLE COUNTY USING AN EQUITABLE METHOD FOR DETERMINING T74E OWNER'S PRO -RATA SHARE OF THE COST. THIS PROFFER SHALL BE IN EFFECT UNTIL DECEMBER 31, 2013. 4) THE OWNER SHALL DEDICATE AND CONVEY TO ALBEMARLE COUNTY, PRIOR TO THE FIRST FINAL SITE PLAN APPROVAL. A 10 -FT WIDE ACCESS EASEMENT TO ACCOMMODATE THE CONSTRUCTION, MAINTENANCE, AND USE OF A CLASS B PRIMITIVE TRAIL CONNECTING A SIDEWALK AT THE NORTHERN END OF "ROAD D" TO THE PROPERTY LINE ADJACENT THE 20' SEWER EASEMENT ON IMP 56 -97 AS SHOWN ON THE GENERAL DEVELOPMENT PLAN. THE ACCESS EASEMENT SHALL BE SHOWN ON 774E SUBDIVISION PLAT OR SITE PLAN FOR THE UNDERLYING OR ADJACENT LANDS WITHIN THE PROJECT AND CONSTRUCTED BY OWNER IN CONJUNCT10N WITH THE IMPROVEMENTS FOR THAT SUBDIVISION PLAT OR S17E PLAN. THE PRIMITIVE TRAIL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS IDENTIFIED IN THE ALBEMARLE COUNTY COMPREHENSIVE PLAN, APPENDIX A - GREENWAY PLAN. IF THE PRIMITIVE TRAIL ACCESS EASEMENT IS NOT DEDICATED AS PART OF A SUBDIVISION PLAT, THE OWNER SHALL PAY ALL COSTS OF SURVEYING AND PREPARING LEGAL DOCUMENTS IN A FORM ACCEPTABLE TO THE COUNTY ATTORNEY NECESSARY TO DEDICATE THE EASEMENT. 5) OVERLOT GRADING PLAN - PLATS: THE OWNER SHALL SUBMIT AN OVER -LOT GRADING PLAN (HEREINAFTER THE "PLAN") MEE77NG THE REQUIREMENTS OF PROFFER 5 WITH THE APPLICA77ON FOR EACH SUBDIVISION OF THE PROPERTY INTO SINGLE FAMILY DETACHED LOTS AND SINGLE FAMILY ATTACHED DWELLING UNITS SHOWN ON THE GENERAL DEVELOPMENT PLAN. THE PLAN SHALL SHOW EXISTING AND PROPOSED TOPOGRAPHIC FEATURES TO BE CONSIDERED IN THE DEVELOPMENT OF THE PROPOSED SUBDIVISION. THE PLAN SHALL BE APPROVED BY THE COUNTY ENGINEER PRIOR TO FINAL APPROVAL OF THE SITE PLAN OR SUBDIVISION PLAT. THE PROPERTY WITHIN THE SUBDIVISION SHALL BE GRADED AS SHOWN ON THE APPROVED PLAN. NO CER77FICATE OF OCCUPANCY SHALL BE ISSUED FOR ANY DWELLING ON A LOT WHERE THE COUNTY ENGINEER HAS DETERMINED THE LOT GRADING IS NOT CONSISTENT WTH THE APPROVED GRADING PLAN. THE PLAN SHALL SATISFY THE FOLLOWING: a) THE PLAN SHALL SHOW ALL PROPOSED STREETS, BUILDING SITES, SETBACKS, SURFACE DRAINAGE, DRIVEWAYS, TRAILS, AND OTHER FEATURES THE COUNTY ENGINEER DETERMINES ARE NEEDED TO VERIFY THAT THE PLAN SATISFIES THE REQUIREMENTS OF THIS PROFFER. b) THE PLAN SHALL BE DRAWN TO A SCALE NOT GREATER THAN ONE (1) INCH EQUALS FIFTY (50) FEET. c) ALL PROPOSED GRADING SHALL BE SHOWN MIN CONTOUR INTERVALS NOT GREATER THAN TWO (2) FEET. ALL CONCENTRATED SURFACE DRAINAGE OVER LOTS SHALL BE CLEARLY SHOWN WITH THE PROPOSED GRADING. ALL PROPOSED GRADING SHALL BE DESIGNED TO ASSURE THAT SURFACE DRAINAGE CAN PROVIDE ADEQUATE RELIEF FROM THE FLOODING OF DWELLINGS IN THE EVENT A STORM SEWER FAILS. d) GRADED SLOPES ON LOTS PROPOSED TO BE PLANTED WITH TURF GRASSES (LAWNS) SHALL NOT EXCEED A GRADIENT OF THREE (3) FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VERTICAL RISE OR FALL (3: 1). STEEPER SLOPES SHALL BE VEGETATED WITH LOW MAINTENANCE VEGETATION AS DETERMINED TO BE APPROPRIATE BY THE COUNTYS PROGRAM AUTHORITY IN ITS APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN FOR THE LAND DISTURBING ACTIVITY. THESE STEEPER SLOPES SHALL NOT EXCEED A GRADIENT OF TWO (2) FEET OF HORIZONTAL DISTANCE FOR EACH ONE (1) FOOT OF VER77CAL RISE OR FALL (2: 1), UNLESS THE COUNTY ENGINEER FINDS THAT THE GRADING RECOMMENDATIONS FOR STEEPER SLOPES HAVE ADEQUATELY ADDRESSED THE IMPACTS. e) SURFACE DRAINAGE MAY FLOW ACROSS UP TO THREE (3) LOTS BEFORE BEING COLLECTED IN A STORM SEWER OR DIRECTED TO A DRAINAGE WAY OUTSIDE OF THE LOTS. f) NO SURFACE DRAINAGE ACROSS A RESIDEN77AL LOT SHALL HAVE MORE THAN ONE -HALF (112) ACRE OF LAND DRAINING TO IT. g) ALL DRAINAGE FROM STREETS SHALL BE CARRIED ACROSS LOTS IN A STORM SEWER TO A POINT BEYOND THE REAR OF THE BUILDING SITE. h) THE PLAN SHALL DEMONSTRATE THAT AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT IS LESS THAN (10) FEET, FROM THE POR77ON OF THE STRUCTURE FACING THE STREET, HAS GRADES NO STEEPER THAN TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING TO THE STREET. i) ANY REQUIREMENT OF THIS PROFFER MAY BE WAIVED BY THE COUNTY ENGINEER BY SUBMITTING A WAIVER REQUEST WITH THE PRELIMINARY PLAT. IF SUCH A REQUEST IS MADE, IT SHALL INCLUDE: (1) A JUSTIFICATION FOR THE REQUEST CONTAINED IN A CER77FIED ENGINEER'S REPORT, (II) A VICINITY MAP SNOWING A LARGER STREET NETWORK AT A SCALE NO SMALLER THAN ONE (1) INCH EQUALS SIX HUNDRED (600) FEET; (Ill) A CONCEPTUAL PLAN AT A SCALE NO SMALLER THAN ONE (1) INCH EQUALS TWO HUNDRED (200) FEET SHOWING SURVEYED BOUNDARIES OF THE PROPERTY; (IV) TOPOGRAPHY OF THE PROPERTY AT FIVE (5) FOOT INTERVALS FOR THE PROPERTY BEING SUBDIVIDED AND ON ABUTTING LANDS TO A DISTANCE OF ONE HUNDRED (100) FEET FROM THE BOUNDARY LINE OR A LESSER DISTANCE DETERMINED TO BE SUFFICIENT BY THE AGENT; (V) THE LOCATIONS OF STREAMS, STREAM BUFFERS, STEEP SLOPES, FLOODPLAINS, KNOWN WETLANDS, AND (VI) THE PROPOSED LAYOUT OF STREETS AND LOTS, UNIT TYPES, USES, AND LOCATION OF PARKING, AS APPLICABLE. IN REWEWING A WAIVER REQUEST, THE COUNTY ENGINEER SHALL CONSIDER WHETHER THE ALTERNATIVE PROPOSED BY THE OWNER SATISFIES THE PURPOSE OF THE REQUIREMENT TO BE WAIVED TO AT LEAST AN EQUIVALENT DEGREE. IN APPROVING A WAIVER, THE COUNTY ENGINEER SHALL FIND THAT REQUIRING COMPLIANCE WITH THE REQUIREMENT OF THIS CONDITION WOULD NOT FORWARD 774E PURPOSES OF THE COUN7Y'S SUBDIVISION AND WATER PROTECTION ORDINANCES OR OTHERWISE SERVE THE PUBLIC INTEREST; AND GRANTING THE WAIVER WOULD NOT BE DETRIMENTAL TO THE PUBLIC HEALTH, SAFETY OR WELFARE, TO THE ORDERLY DEVELOPMENT OF THE PROJECT, AND TO THE LAND ADJACENT THERETO. j) THE OWNER MAY REQUEST THAT THE PLAN BE AMENDED AT ANY TIME. ALL AMENDMENTS SHALL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE COUNTY ENGINEER. k) IN THE EVENT THAT THE COUNTY ADOPTS OVERLOT GRADING REGULATIONS AFTER THE DATE ZMA 2005 -00005 IS APPROVED, ANY REQUIREMENT OF THOSE REGULATIONS THAT IS LESS RESTRICTIVE THAN ANY REQUIREMENT OF PROFFER 5 SHALL SUPERSEDE THE CORRESPONDING REQUIREMENT OF THIS PARAGRAPH, SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE DEPARTMENT OF COMMUNITY DEVELOPMENT. SIGNATURE OF OWNER: DATE MAY 31, 2006 VI TO CETTA CONTRACT PURCHASER and Agent for Robert L. Cross and Jeanne Kerr Cross, current Owners I TIES QUAN77TIES AS SHOWN ARE APPROXIMATE ONLY CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OW/V TAKEOFF. > ROAD WATER 2" ASPHALT SM -9.5A 3, 089 SY 8" D.I. Z 658 LF 1.5" ASPHALT SM -9.5A 3, 452 SY COMPLETE F.H. 3 EA 3" BM -25.0 6,155 SY METER BOX (SINGLE) 33 EA 6" BASE STONE 21 -B 3, 452 SY METER BOX (DOUBLE) 7 EA 8" BASE STONE 21 -8 2,703 SY METER LINE 40 EA 8" BASE STONE 21 -A 386 SY TIE TO EXISTING W/L 1 EA CONCRETE 1,J43 SY AIR RELEASE VALVE 1 EA SEWER 8" GA TE VAL VE 19 EA 8" PVC 1,293 LF 8" X 8" CROSSING 1 EA 8" PVC 975 LF 8" X 8" TEE 6 EA 90' BEND 1 EA MANHOLE 167 VF 45' BEND 2 EA 77E TO EXIS77NG 2 EA 22.5' BEND 3 EA TIE TO FUTURE 1 EA TYPE A BLOW OFF ASSEMBLIES 4 EA STD MANHOLE FRAME 17 EA & COVER DROP MANHOLE 1 EA LA TERAL FROM M.H. 12 EA LA TERAL FROM S/L 35 EA AREA OF CHANGE X ��J t; �� /�% � MARTIN SIr AN Z ) No. 'S' 10 � o�456 L vw Et� NAL E > O1 O M 0 O E _ _ z z :C LU > ' = = * O V v v a! > 3 c �' U c¢n D LL. N n Q U \ \ D _ 1-- � go UJ w C ti Z 2 Ma Z f Q V1 •� z Z Z Z � o 0 8 8 a W = 0 W w_ U Q z O U) > IY 0 0 • 0 41 -M =1 ID WM (01 (A Z ID Irm O v a �O a V Q O ow W W W a C a a a Q� %O %D N N M CL W \\4S \\ f ti \ ; O N H N > " " 0 "I 0 DATE 4) 11/09/06 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD FCHECKED BY SILMAN SCALE AS NOTED z M H 0. Wiz (7 Q �C D F---1 ? �' W Q J X Q W Co Q Q 0 J Z a LU W r- 1- H � _J LU b. r/ 3.0 WW LU W 0 P-4 J z Garages shall be subject to a minimum front build -to line of 18 -ft along street parallel to garage doors. 11 s Additional setbacks may be required for site distance. 11 _ . _. JOB NO. Note: Minimum distance between building and right of way is the setback. Ma)dmum distance is the build -to line. I'll I'll Buildings may be placed anywhere within the range shown. 66982 .11 , Emoeptlons:... _ 1. __. a) Lots adjacent to open space may reduce their minimum setback, along the side abutting open space, _by tm feet. SHEET NO. b) Cowed porches, balconies, chimneys, eavies and like architectural features may pro/ect not move than four (4) feet ... . into any required yard. 41'4[uto 24F19 o D_ -0O a) Ir U) 0 cu Cl) .0 z 0 o :2 c � 0 w .(- 0 En _ a C: c a) a C 0 0 QC S °' �__ L 0 3: aT V) o Q) z a- 3 x C a) Q) a)� a) 0 + 0 0 � L N 3 a) 01 .Q .0 y + 0 0 CU) >, c 0 0 U _0 L c 0 w C: 1 0 D 0 o o' --, Of [/) o Z 0 ME C' F=- o a o -0 >' � 0 L_ - Q 0 0 i I L , �W aD C 0 W v _0 0 U � a a a> a) � E a) +, a 0 U) _'�� 0 0 0-0 D Q) 0. 0 Vn 'O _:3 'O U a) .0 0 L 0 vii o 0 U) a a C -C 0 3 En (1) C: U) 0 0 Q� a) a a)>1 JC C: 0 W = 0 W w_ U Q z O U) > IY 0 0 • 0 41 -M =1 ID WM (01 (A Z ID Irm O v a �O a V Q O ow W W W a C a a a Q� %O %D N N M CL W \\4S \\ f ti \ ; O N H N > " " 0 "I 0 DATE 4) 11/09/06 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD FCHECKED BY SILMAN SCALE AS NOTED z M H 0. Wiz (7 Q �C D F---1 ? �' W Q J X Q W Co Q Q 0 J Z a LU W r- 1- H � _J LU b. r/ 3.0 WW LU W 0 P-4 J z Garages shall be subject to a minimum front build -to line of 18 -ft along street parallel to garage doors. 11 s Additional setbacks may be required for site distance. 11 _ . _. JOB NO. Note: Minimum distance between building and right of way is the setback. Ma)dmum distance is the build -to line. I'll I'll Buildings may be placed anywhere within the range shown. 66982 .11 , Emoeptlons:... _ 1. __. a) Lots adjacent to open space may reduce their minimum setback, along the side abutting open space, _by tm feet. SHEET NO. b) Cowed porches, balconies, chimneys, eavies and like architectural features may pro/ect not move than four (4) feet ... . into any required yard. 41'4[uto 24F19 o D_ -0O a) Ir U) 0 cu Cl) .0 z 0 o :2 c � 0 w .(- 0 En _ a C: c a) a C 0 0 QC S °' �__ L 0 3: aT V) o Q) z a- 3 x C a) Q) a)� a) 0 + 0 0 � L N 3 a) 01 .Q .0 y + 0 0 CU) >, c 0 0 U _0 L c 0 w C: 1 0 D 0 o o' --, Of [/) o Z 0 ME C' F=- o a o -0 >' � 0 L_ - Q 0 0 i I L , �W aD C 0 W v _0 0 U � a a a> a) � E a) +, a 0 U) _'�� 0 0 0-0 D Q) 0. 0 Vn 'O _:3 'O U a) .0 0 L 0 vii o 0 U) a a C -C 0 3 En (1) C: U) 0 0 Q� a) a a)>1 JC C: 0 %O %D N N M CL W \\4S \\ f ti \ ; O N H N > " " 0 "I 0 DATE 4) 11/09/06 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD FCHECKED BY SILMAN SCALE AS NOTED z M H 0. Wiz (7 Q �C D F---1 ? �' W Q J X Q W Co Q Q 0 J Z a LU W r- 1- H � _J LU b. r/ 3.0 WW LU W 0 P-4 J z Garages shall be subject to a minimum front build -to line of 18 -ft along street parallel to garage doors. 11 s Additional setbacks may be required for site distance. 11 _ . _. JOB NO. Note: Minimum distance between building and right of way is the setback. Ma)dmum distance is the build -to line. I'll I'll Buildings may be placed anywhere within the range shown. 66982 .11 , Emoeptlons:... _ 1. __. a) Lots adjacent to open space may reduce their minimum setback, along the side abutting open space, _by tm feet. SHEET NO. b) Cowed porches, balconies, chimneys, eavies and like architectural features may pro/ect not move than four (4) feet ... . into any required yard. 41'4[uto 24F19 o D_ -0O a) Ir U) 0 cu Cl) .0 z 0 o :2 c � 0 w .(- 0 En _ a C: c a) a C 0 0 QC S °' �__ L 0 3: aT V) o Q) z a- 3 x C a) Q) a)� a) 0 + 0 0 � L N 3 a) 01 .Q .0 y + 0 0 CU) >, c 0 0 U _0 L c 0 w C: 1 0 D 0 o o' --, Of [/) o Z 0 ME C' F=- o a o -0 >' � 0 L_ - Q 0 0 i I L , �W aD C 0 W v _0 0 U � a a a> a) � E a) +, a 0 U) _'�� 0 0 0-0 D Q) 0. 0 Vn 'O _:3 'O U a) .0 0 L 0 vii o 0 U) a a C -C 0 3 En (1) C: U) 0 0 Q� a) a a)>1 JC C: 0 SCALE AS NOTED z M H 0. Wiz (7 Q �C D F---1 ? �' W Q J X Q W Co Q Q 0 J Z a LU W r- 1- H � _J LU b. r/ 3.0 WW LU W 0 P-4 J z Garages shall be subject to a minimum front build -to line of 18 -ft along street parallel to garage doors. 11 s Additional setbacks may be required for site distance. 11 _ . _. JOB NO. Note: Minimum distance between building and right of way is the setback. Ma)dmum distance is the build -to line. I'll I'll Buildings may be placed anywhere within the range shown. 66982 .11 , Emoeptlons:... _ 1. __. a) Lots adjacent to open space may reduce their minimum setback, along the side abutting open space, _by tm feet. SHEET NO. b) Cowed porches, balconies, chimneys, eavies and like architectural features may pro/ect not move than four (4) feet ... . into any required yard. 41'4[uto 24F19 o D_ -0O a) Ir U) 0 cu Cl) .0 z 0 o :2 c � 0 w .(- 0 En _ a C: c a) a C 0 0 QC S °' �__ L 0 3: aT V) o Q) z a- 3 x C a) Q) a)� a) 0 + 0 0 � L N 3 a) 01 .Q .0 y + 0 0 CU) >, c 0 0 U _0 L c 0 w C: 1 0 D 0 o o' --, Of [/) o Z 0 ME C' F=- o a o -0 >' � 0 L_ - Q 0 0 i I L , �W aD C 0 W v _0 0 U � a a a> a) � E a) +, a 0 U) _'�� 0 0 0-0 D Q) 0. 0 Vn 'O _:3 'O U a) .0 0 L 0 vii o 0 U) a a C -C 0 3 En (1) C: U) 0 0 Q� a) a a)>1 JC C: 0 I- _­_1..­ _� - . - I , - , , ., .� I -- 1. 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I - - . � — - - � , ­ I I ..." - , -, I .i � I- � 24 SPA CES I � � \ I ; � 9 I I ; I DIREC770MAL I CURVE TABLE - CURVE LENGTH RADIN C1 24.06 200.00 C2 24.06 200.00 0.74 4.58 300.00 C4 97.70 1000.00 C5 75.23 200.00 C6 40.03 227.00 - 93.1,' 600.00 C8 56.50 402.50 C9 28.64 423.141 C10 125.01 253.76 C11 2-6.2 7 1500.00 ---I ----- I - - 39-49-E C131 139.901 2 LINE TABLE LINE LENGTH BEARING Ll 88.06 _ S08*28'28"W L2 75.91 S01 *34*57*W 0.74 36.1% 0.34 L4 137.37 S03*46'4-rW L5 104-36 S09-22'39*W L6 108-46 S12*10"' L7 J71-3a S02*04'16"E L8 128.51 S83*58'53"E L9 - - -84*49'51*E -1-1 117.21 S21 " 0-4 (%-r Ll 1 214.b/ S20*18'07-E Ll 2 171.69 - - 39-49-E Ll 3 ' 12.85 S05*10`09"W Ll 4 184.08 S83'51'19"El L15 28940 A. S8A*AQ'51 *E I = Ju 0 0 0 Ill- Z Uj 5" 0 1 z � I Uj � . x . I . . I . - D.- . - '.. 4)��__ -, % .1 I '; ,;P1%7!V I .. 4 f W-Ar6tak. - � '� I - . . . I - I � OPEN -, _ - ' ' . _­ j....'I I . _j ARRC W I /\ - I 1­1 I t � r,,- . 1. 1. 1� 21 �, I-v- � � T ,, . -- -- . r--W*r- I., <z _�,_ 0 AV ) I SPACE - " .� --- - - � - -,.- ­ ILO � '. 1� i .- f / � I � . , I � I ****"w -, \ - \ -, --- I ... i . 1. / / I I , _�_ �_ �,�� % % ,�,­_ __­,11 I ,� . VA , - 0�t � �_ ; Arv.. ,,., .- I ..00:0. " " I :: - _ 1��', " I I ,1 . , I I ­^ '. ". . . 11 .005 ; 'N �' I "I .1 I '.1 ; \ . i - I /'# - � I " . -1 i I GENERAL NOTES � . , I i x )� * - I . I I..' �., ! L. � . I 'I, I., x : 7-1 , -1 ,_ , I T. I \ - ��11__A , , I � I I I I I z , I � -1 - --S 806 S� . . � p � , � : I \ \ \ !��/*.'�, � :, __A ,� � . - I /^\ �� I ­ , I ; \ ­ ­ I . -_ -,x ,x x , - ". i I - I- x A t­ DUMPS 7ER -11 � _ 1. AJI curb and gutter radii not labeled shall have a radius of 5'. 1 - , t � � %% \ ��_ _,"" " � % &A, ,5JJ SP / I,/ � 1. - I - I . \ ,-,�,.�,__ - _� :, ^ / / " ,�x � .-- It " .- , - UJ ." x X"', � - I , \/ � ; 2. AD curb and gutter shall be CG-6, with CG-9 curb cuts in front of the . \, �, I I'll ,/ I . I - " i � �_, z '9,<> "'XI /> I I FU7URE �, �;)� -- - *W_- \ \ " - " , .11" ) \7 ,.t---.- _�, N �, I � 1�1, . < I" � v_---_ \ \ - 2- U I < . I � I . I i i.4 , I "', 'I' -, , driveways. � - % (:-A\ % , , I - ) ­_ --- ­ -_ ____ ___1 I . � � -."- � % to\ % 1� X 1, �'; �, 111 -_ �, z I " . i - , 1-1 - 11 �� . ­ I 11 --, I �: ,,�� -, . ­� I . 55. �' " \ I \ I � ill;:: - " � " ��'. ­. I ;: �'. , : ... � - .1 � ,� "I 3. AJI town homes shall be elevated above the C 9 aprons to ensure I__4 I �1 I - _. - - � /' I - -_ ­ ­­ _ � M ,M .1, i I - \ , - I - 19 " . �_N "....-Ill 'I., 12. ., ­ I - il I ._ - - ���7 .1 . " � \ \ L A 5,310 SF ' 11 1, �- [i�;!i!ii�liii�ili !"i". � .1 x -1 I-1- I , 11 1. - ­ �." . !L ­ --- LL . , - E - -Am'- Q. 0 1 ,' j a .. :w!::�Y!� �, : - " 1, x . . ­_ I / a a bu in s I I **" 1, \_ % U-) % BA 1,685 SF _\ \ '.. 1 __6 L., :-%;::: I I , , � ' . -_ _­ ­ -_ ­1. & Ifti C� . _.�� I i , - :::;: f, 1 271.92' �. - _ _ �.. __­ TAINING , I . .1 I I . \rD % M N \ � I \ ,-� - � �. I A - I I � . - t I PROPOSED "W / .1 ­__ -_ _ _ ­ -_ -_ - -_ - WALk-_ --- / I 0 � ,.�, 1 P-4 , - I I I - - -- ­ .. > I � I .30, - - - - , ^1 1�� ­ ,../ TowHousEs -- - - N 01 *39'49 '_ . --.- - - ­ do c . if I �' \ , ,-, i, T; �� ­ : - - _ff - --- I I ave z "I � 1. t`4 � .� - - I \ , \ \ \_ __-, '_ .1 � V_ � .1 .- _N � imilsimm, . . " - __ -PET*EEN EXIS77NO HEDGEROW AND NORTHERN 5. Mo n 1-1 ba a G . "ji". 0 1 % _;� , A-I � I � i ­_­________--_______ - -,--- . 1-1-1 1�14�� 95 SF i \ --- � , � i I __ - . .1 - --- -,- - �, , �' -11 � � ., ' A 10 n�_ a -I.- 0000- \ % __ 46'�', - , ":_ � I , '(0 , � � . D. B., 2JJ9 P. 663 . ". ­ , I ?: . I ­ , I . . � I � / - I \11 N \ _ _____ .�j�L, �� 1'� , 1. �� � WOODLAND HEDOEROW SHALL BE 20' WDLe L� 65 SF i \ - _ - I , , � I I . � j . (A4R)_ AND. 'COMPOSED OF �.O._' I " . . �. .. . . t ' - "I 32 � 11 � I , 1 41 �_,-, ___ - ­ . -684 , I � , ' _j :5 � 7�r__ � 9P _. -- - A \, I \ I !"\'N D. B. �, 2265 P. ' . � 'y' � '' \,*,� , . I I \ \ \ .- � _­ - iv_ '_ 4r "I . 11 I X , I 'I', % I 1 �­2 '- CALIPERIL 7REE'S (40X,t., 1 j'P CALIPER.' 7REES (JOX), AND .6' TALL ' / 7. Lots -36 and 38-40 (denoted with an "") are affordable P.-.4 a� 0. X\I/ I . - __ 1 *151 6T . I ., I D.B. 1597 P. 209 PLA T i ' eeRdem'n'uFn units. qQ1. ,x \.- - . I ; ! I I " . a. \ ­ _ I It I I I ! , f *141PS (40X). PLAN77NGS $HALL BE BASED ON SRECIES� SPACING-AND- I � ; x �. - i - I I . ; I . ! : ZONED: R4-RESIDEN,TlAt . � . _. .- _ _ . I I r I 1 -65 - --- " MP � L : ! ! . CONRGURA 7701V OF EVS77NG HEDGEMOW,, AS RECOMMEND&V BY THE W. rW1 I valao Cal W PU&J11%, ICE* l0liquilou), U 10 alloy al lu pal rul IV lut al a V) u.i 00000000107 .. I _\ \1� __ - , c� 1� � 1 6 � 96A MARIE B. HERRING O.J92'ACRES : . I , I -1 _­ I _;�� - - - __ i _________�, I i I I . � '_ "' - -1. \ I � _­ I � � I ; I ! r � - SHE _� .1 ��, privately maintained. on I ___� , r - :�­_ I .0�11 ; P. B. 984 P. �� 192 PLA T I I �, A. R. B. SEE ET 16 ,r0R P,LANTINO S�HEDUL�E -- . =) - ____1 . I ., I , I - L ­­ . __ I I . ! ! . � . I" Ily _j _� I i ' � ? I L I r � / 9. Individual trash containers shall be provided for each unit. L - I : - , - . I I r -1 11 � I P.B. 11576 P.��J17 I .1 � I- I I , , , � � _�, I . ­1 ; : : I I ; . i j ; ; L k � i � < L. - ­51 ... rr --- ____ I I . I L ; I � � ; � ; . . I ! . ! I ­ - - � I ! I ! ; � ! I � - r �� " � : � I � ; 5 ; i I - I I \� /,\ /x I ­ <,/x " �_ 5, * - , ..0 ­L ­ j9. B. 496' P. 516 . ; 1; . : � t � _��L, � . I 10. Outdoor lighting throughout the plan area shall be limited to I >_ ^, �� r' A I r - I __ ___ __ � : . � � I I I V) I FU TURE L ROAD WA Y'CCW#YEC ON � . I ZONED: 'R1 RESIDENTIAL : ! , - � I � L �L I r , I __ /, �,\\ ___ . . �'11 -1 . , - , _j � � L i , . i i � L. � I I I � I I X\,/- `1/ , , - __ --' . I � . I I I I . luminaries which emit less than 3,000 initial lumens. �_ 1/1 � 1, , --- - _t P/1 : W I ,_ ,\ It , - __�, , , r ­­ AIW XTENDED 'TO 0 " -1 .1 !� 41" . \ LA 5,OJ4'SF- \ \ \ \\\��� � \ �­ \ _'�__ ­ ­ .----- \ 1) 11 � - I � L - -1 _j / \ I ____� __ __ f r I I' L ' ; - ' -, ; I __ ,RES r , ; � , i - __ - - . I . � '0�� r __ -­- � ­'_ N_ j � . 1.087i AC / � ; � '' I � i - - 0 � . I I r I � -_ L . - "'. , I I � /I 1­,, I I � - 11. 100% of all open space areas shall be held in common ownership by < n / /I k V ., _.:o , , \_ I L _ - I : ; i i ; . .1 : I �, � I I - " 15 , V�__ \ \ __ " � - : I : ! i - _ _., __ _ __ __ ___ _ _ _ ____ - - - .1 I 1_� i ; : . �� ; i ; I : I I I � = �� \ I \1<1 x _ __ - __ . 1, r . ; � I I I i : - L,. a homeownees association. z ­ r. ". ­­ ­_ __ ., I ; i I ; ,,� , I L I >,,- \ ., � I �,, ., ; I � I � 1, � r , � ; ; e N " \ I L, . I L f � I : I r L - I � . I I '! , LU : I L . z � : : r " I I ljp . , I V, I _­ I— . , % � ; . I : � . � I 1. 12. Contractor shall rough grade building pads to within 6 inches of F__4 1 , % . 7� , i i . i � ; rZt, ,. I I � I �_ I : f . I , I �, 't" \ -'- " j : r I � j 1 1 � " K, " , 15 -��l I ­ ­ ' �.� � : � , � ; � I I I � � ;�� ; \L. I � 1. 11 � i i ; ; ; PAVEMENT MARKING LEGEND � ; � . _. : I I 1� � I finished floor elevations. Building pads shall be at 95% compaction. q:zm 4 FA r ; ! I L IJ � � i � "I I - - 11 - r10 , I \ - ' ;. _ ' �h I .A_­_qgVW - . I I I ; � I rX X , . . . � I I . ; -.- i I - --A.- -\ .%0 - , I I . 0 I,/ / , I .. I\. 'N e -/% --\ ' - o, \ r I ; c L) , \ / I - � ,� I I - ."� � '1111� ��� -'\ I "I I � I \,/\i U)A 1111� __V_ I -_ ,�� � ! / � I LA 4 747 3F - % \ ---, � ,.,-rrrr rL 2 5 " I � ; ! I .� L , ! :9 110 v \ __1 .�'r_ ___r,__­_ %. i � I ; � � �j "._,�', .. I I t � ; ! - -,� . I / 5 I %W � L ;, ��, 0) _�_>- 7::4 _- , ,A� C '. ­ . ­': z. - - ,� s _" __­ ­ r. L ,q ,L I'll- / I , __ \ I ;__'­�, _­ - - q . (­ -­ ;� � ., - ! . _-­___ ___, 'It i U) \ w- W- I � _­______� / ; . 1. r - - ' __ 01"'* � . . %, -, - ___ - , , ­­­ I � __ ,­ ­ -_­ - � i � I \ - i L DEMCNED � 1_ � -, , 0 - . ; I � t : 11 \ " - . -4 - - �', , 2- A� � , 4 , r � � � I I 3.1 ­____­ _� - ", 4 � " A*S -- rl , I 'O'� - % __ _� ­­ - - _ 0 = xxxx" \,.- , �_ � %!.--* . ' ',,,�.,,�t� 0 ­'­�; r� 1� � , , "' , � I ��_____­_ ----; � k � ''I - r 1 . k I I I -, r .1 � ! t cc � . 11 - 'L"', �w I , 1, I � , � ; I .1 - ;�� : .13.)a � I � � i -96A 1 ERNEST C. AND ! � 1 L, I I 11 � ; X: , 55' :�:.�� r"' � I .: i I 11 I " . TMP 56 L / 11 I I � I � I ; L I I r I . 11 e t I ­,_:�� I � I . I ; MICHELLE H. POOLE � % I _'.­�W* ;'� L, /,' ­ I �t � I ... . I � i � �, , ­"_,­0._;,'­_ ____, , L I . 11 I/ � � I . j_', L , I I � � i \ D. B. 1984 P. 189, 192 PLAT I I 'j.jF*, � I . � i I'll I . . I . I _____f__ 1, k ! 2 ,� I Z____ , .-,- -, , 'I, ", 1� / .1 �%_ k � ., , ,,I, /, �. - � i ' � N , __ -- � I i :1 - , . _ r : TjA4P 56-96� E W. �, AND � I i %, \ - D. B. 15 76 P. 317 I % ! DESCRIPIM SYMBOL Sol *vE UNE. r G BROKEN V"TE LINIZ. e -rior L? 10. 2! @ DO111BLE SMJD YELLOW UNF, 4C VADE 0 SOLJD WHITE LK, 24" III 0 � z I C, et L I i . I " I r :, I 13. Contractor shall construct sidewalks and driveway aprons within r1w 3:: 1 1 � j­ L 1 ! I r I ' � 11 I . "i z i I � i'_ i ,r : i t­­ ' � : r � i I I P I I F : I i '� . limits. Driveways, sidewalks and stairs beyond r/w limits to be I r � .r �, � I . i . I I i i�.!;, 1 4 . ;--,' I j .11 ii I ; � I I t : . I ! � I . �.'­ L, i � � � : I'll , ,.� � I � ;, t : I i I " L L i i ­'��_� 1�(",__��z " constructed by homeowner. I , . . 1 i,/,,�, , -�,� , � ; � ; : - f � 1�' ,r L� , , � � ; ' . � �,___ L '_ ,� � ; I I i I I p . . I _, ,� , I : " � 1 r i I L I ; � �,'�, �'­­_r____L__'-­­. - - ---t ­_­__.___ i , �., � f ­' ,'L I I i i I LEGEND I �� --, L . ! 1�.,, 1; L 1 , � i I Ir " \,J, l—, �_­ � ,. I T ; 1 i .1 1 .j - .1 " " __�___ �_ �_1_1__ __ - 11 � � i I I I , .-. I ; ! � ! ! ? ; � _� ---------- _­ -r- ____ ­­ - -_ ­ - - � ; � 4 � r � I I ; i i i � ! I I .j . . I I . L I r I I � � I , I . _- i i i 11 I I I 1 , � . i I i ! � f �' PONDS ! ­ t � : 1 � i i � _' � i I 11 - I i 1 ; � I I < .111�1 I ! � , i ! I : ­ - C ).__..,,_,._;11- -, i j ---- I I '­ ­ 1'r I I _­­­­ , ­ � '.', - i i ; � 11 I 1 t � '_ L- f � I � ! k . I - � . I ; i I � i � �, I i � . 17 � I I ; I i i ; I . I I 11 I I ; , V, � i � � I : � � I I r . r ' ' � .1 - I I i I � � I f i ! I I . - ; I I r � I � IV) - � MARTHA A., HERRING D. B. -111576 'P. (, , ­--D.B. 496 P. 516 ; -_ ­_ � � � : I - ­- � . . 11 , . ­ - i. . i � : : I ! I ! I � I ­ - � I PAVEMENT , I - t � � .11 f A I - . I I 'r I 'At \ . � \ .- i I I I i , . � . � I I , . I I I . \ I I 11 L i - I i f I ., ! 1 ! ,,,j I : I. I � . 114 ­ � U_ . � I J2J,l J26,"PLA T "' � '. i I ? I � ; ­__ ,� � I'll ., I '. '. , '. I .. � - M I ; i - \ �,., \ , -, - - _­,_ ; s., � \ : L 11 .1 - \ "� - 1­--:_ 7�____1_1 =- -- I i i ii/ � - ill, N I -_r-,_,,__,_,___..,___ �, I � ��' �_-_-_--_ I f I :�r7' I 1 i � � - � z f It � I . I z f I ; , _,�;1�,,.', --, � , j I L ; 11 -, \ - . I ZONED: R/ RESIDEN TIA L ) , . - � 0, -­---­---­---- _: - --- : T ; ­ I I I . x '' 111. - U_ 'L 1, r ' / , i ------ , ! � : o , � , ' , I i __ ',�. "I i � . � ! I "I.. � ! - 1�� 1 - � ,�- ; I �;,� ! 11 � i I I 9 11 'L I . I . 2. 0/�O ACRES \ ,-, , -1 i � I ! ,.,,� ,,;�� - " ;,_�' * ­ j I , i � � �, ; I r i I � I .,.,. - �L r o- �, \ � �� : I k �, I I L � 'k-1 I I I � i ( ': "­,;1';._,., * ,r. BUILDINGS n � * 'A " .� ­ � 0 , I ,.`_ ,_ * f 11 1.0 _.___0F * - ,,, � �'­ 1­11�. . - '�- ; il�- I " _­r ­�­.". : ,r I �, i � - � , i " , . i , � � L� , _.'' � ,�__ � i �/ 11 i . r : I . � i (zlt N GE--,� ,�, . .- - i PAVEMENT MARKING NO "�� � I ­, ,, �,��,_ - I I ,�, '% I " . I . 1111 , / I 11 " / I � . -,. � � � I j, I I ; ­ r , ; : ! __ __ _ j 11 I ! I / I � I i 1, � % _�, i ­� r L­��,,� . I �� -_ I - 11 �: ­ I I I / oll i I " I / � � I I 1 2 � I. ALL PAVEMENT MARKINGS NCLUDM 7H8R PLACEMENT. s K #4 7 � I .'. 't-, _', \, i ''I ! i , - N - r I - I i I i k " \ � f ',,�,'� � i!` � ,\ ��_ i I 1 ! . I ; � / � ______._,__,__j � � HALL / � I � i , . i t I i ! I " t � - - .,-. Ii.. "I �' ` 2 I I / / / I I I � � , - ' , .. ! . . . " � I . - y �, � - 1­1 I i - �1_111 1 ; ! P i I . -I,------- L" .. . . .. .. . 'L".'j " ' Cc - . r IMAM " 1HE PROVISM OF. , : . 4 --,! r, I." � 0 . �, . ! - 1�. '.,, I I � 1 ', i - , __ . �*_ . ' Uj , p . . . r- &I I ^d1b A. THE LATEST EDITKIN OF W MANUA_ am 11 IIIIINUM TRAFFM COMIML . ­ .. , �, 1� - � L _', I �_ - I , CONC , I., __�__�� _� �­ , . - , � --_r -1_­-----1­­­--­1 - ------- - � "..1, ',� ,' A.' _,..,�.t RETE SIDEWALK - Qr%gs &ft,m I r, IL4-.- -� ­', - --­-l_-'_ i ,,.!,,,T7­--­ , , '' -4 , I'll � 11 ; , ­­­ ­�_­!_­_4_�.__ " ! , , - I ,1­ " W I - - r r L 1� 1, . . . . �7 �_ Reauired Green ftgpq@!pd Ge"n !!E. " : r . 1. t, 0 � i i .1 . . :.11 .. ... L y 0 1W%&ffa Ammm% Aun TLw ompawn neummowe vi.wnriy% j L. : 1 ; � . I . � )0 - I - N 0-1, Nq ", 114 1 F L r- 0 L I 11 .79' 1 L I r- k I I I I D : r- �%-j .36 I ... D // L I � . . N� . . . I I Nr , , I �/ . I . I --- . � . L E I � � I . . I I I � � I , � I I . I :D% ! I i : I. I // 13 I = I . 0 1 1 : E I 11 L I I / L I L I � / .. 11 11 / I 1 6V ! I I / E I I I I I ; I I I = I � 0 1 m , I I . I I I / : Block Total acreage (acres) Nnimiurn Green space Nnlrnurn Amenities acreage percent acreage percent 1 2.05 0.74 36.1% 0.34 16.6% - 2 1.44 0.66 1 45.8% 0.66 . 45.8% 3 NOT USED 4 1.80 0.44 24.4% 0.44 24.4% 6 1.25 0.10 8.0% 0.10 . 6 1.57 0.43 , 27.4% 0.43 -8.00/0 . 27.4% I TOTAL 8.11 2.37 1 a/ 29.2/6 1.97 1 24.3%__j Block Total acreage (acres) Green space (acres) TOTAL percent 9 . Anwitles (acres) TOTAL percent 1 2.05 0.65 1 31.7% 0.34 16.6% 2 1.44 = 0.66 1 45.8% 0.66 45.8% 3 NOT USED 4 I . 1.80 0.44 24.4% 0.44 I 24.4% 0 - - IIIIIIIIIIIIII - OW .Wfv W. IV 6 1.57 1 0.44 28.0% 0.44 . TOTAL 8.11 5 2.29 I 28.20A , 1.98 I I - � - I i . : ''I I :­ . _ ,,,�,� .� , . - 1 , ;: I i I � 1 : " I ! . I . �� . ! � i �, I ,11 I . I . . I ; I I � _, \. I I I . : . I 1 - '' 1 �� , ; i i %I 1 __4 & THE LAMT EDITION OF THE SUPPLIMOM TO IM MAMAL CM I ; � � !:, : , �.j I � iH i k ! i 1­___ 11 I I I ; � � , ; I I . , �111� MUFM - - ESM (MUM) AM THE PLIBILIMED � � � I � 1 - I I ; � P . . . I % I , , ,- - I t I , i . OPEN SPACE AREAS ; - i I I � � ,1 - \ . I I � REVISONS INERM � �� I I ­ - �, " ��_: -1, , ; ; � I � 1-1-P v ) � .j . I F . . I , ! � I . . , I., I � , i - �', ! i ,,�, i -, , A I ! -­ ; . I 11 � �_ - : i / , I Q 7W LA1W EDMON OF THE 9E RAM111518101M I . 1� -t - . ____� I . rE SrAWAMS AM PLIBUSHED REVISICINS DIERM i \ 1 " � �L: I., 1% I I . ! - I ; , I � I � . I � 1, __���_�',� i; - � I I ; 11 . -_ � t I L :, A : I EXISTING TREES A � � i I I I I I j " I " � ,L / 5 D. THE LAIEST EDMON OF THE 1=1 I . . I 11 I \ : , r . ! I ! � * 1. i I 111� M1111111 ! - , \ : . , ROAD AM BRIDGE � I I � � - � I '.1 _-,---­, qQATIONS-M L ! ;� : : � ; 1f;1 \ L I . . PROVOO1NS AM NOMS � ! , , _� � I ; '. . , i ; ; , � ! ; 1, I --- - L L �: " I i i '. - . ' I . I � '_t_4,�;L _ i I ; I _ .1 I I LOT AREA (SQUARE FEET) JOB NO. ! , _ , I � 1 2. MY DOOM PAVEMENT MARKINGS VHKN sti coww w7N 7w PRaw= i � i � I , I i t i --- - I I PAMDAENT MARKINCS SHALL BE ERADICATED. I t i � I- . k � i , I,/ 11 I ! � I - ; ; , ' . 66982 � 1, . 1; ; ,;./i . I � - � : : BUILDING AREA (SQUARE FEET) & UM17S SHOWN OF PROPOSED MARIGM AM APPMWA7E Am SHALL BE moom ; -/l I I . BA L I ' HIS I IN THE MD TO ENSLIRE 7HAT PAVEMENT MARKINGS CON70M UWrIL . i MA EE ,T S1 �E$ T) � I . r6l H i EXISIM PAMONIM MARKIM CAN BE MATCHED. I I I I i % =1111 � III NO11M PLEASE REFER 70 LIBERTY HALL OWE OF DEMDPMENT FOR = M = = = = .imm M 40 on, I � '12.:r MIM = =I= - = M = - 111111111 1111111 � M M M M M M 0 E BLOCK BOUNDARIES SHEET NO. -1 i F � ! : . - I ; i _­ . I i . I I 7HE RLL EXTENT OF 11HE REZMN(L THE AREAS REFLWTED HERM ! � . : 4 11 I I � >% I I . I : I � I." % :: I I . I I � I I � � I I i � t FOR 0 3 AND 6 HAS BEM CHAN= DUE 70 1HE FACT INE -A I I t I I ., � � � ; � � I I . . Ir- --- 4 Lk 19 � , �, I t I -- , ! . I . 10 / I � i : I L I pll \ t4wo 6&- 1 i E I - I I LAW WAS NOT ME TO BE AWW BY VENIHER HLL DIEVEILOPMENT. I r ! ! ,a I � I I 111111111111111im t I I 1 75 ..Wiii� - - �Q Z LU z (n Z �- 0 < U Uj Z Q z 14-C, U 0: U LU --;c � � 6 " 11z Q � Uj a 80 Q� .C4 U lc� 2� C, Cl " " ;8� �� " "I " :;� L_ 13� :3 a 0 4) W U) 0 _j 4) U) 15 z 0 W M 02 �_ C) 4- a 0 V) 4� C) C C 0) 0 0) C " 0 L_ Q a 0- C 4) C 4� :t L_ 6- 3: - 4) 0) U) 0 4) C � 3: 0. x a 4) 4) 0 �c a) 4' U 4, :) D 1) 0 0 ,_ _C 0. = W �J: L_ CD (2ft 0 .F= _�e 5 2 U) >, C C) 0 E-4- (j Cl :3 L. r .4 0 C) 0 C L 0 D () D t- r- o D ,-, 'O () C 2: a D . 2 C71 2 S; = 10 a - -0 0 >� e �O 0 6- - V -1- 0- Q 0 :3 6- 1 0.41 U) C � 0 5i Q 2 0 L) 4� x -0 V 0 1) ftf 5 E 3) _W 5 0 C A = V �a = 5 6 5 2! D 0 D :3 D U D .G # :) L: .) 0 :> > n 0 P) 0 :) 0 _I.., : -C 3 �: 2 0 - U) ? 0 x & D CL 0 D >s = C - 0 2 -j A OD it ce) ,n 04 v- ca 'o E GRAPH -C SCALE 31) 0 is 30 60 120 < 30 fL\ -It .... .... . ... itIt-77777. 64 SAN SAN SAN ----------- SAN tIIP U) EXIS77NG z 4 n D1 CA IGRADING i DRAIN STORM EA -N T SEME 06F STA. -i 7 45090&,. 37 00NDU1313 7 COND I. ......... �xa no wt, ....... --;7 am tw i S 7-A 4 +33 IiFMFNT---' D`R�A A G PRIVA.TE w 2 it RAL, 4 - - ------ AB NDON S� ,WM tEND OF PLJB' 1�` A AT MAIN u AINAGE t A S E ME T ---- --- 7 30 7- �4, WALL N NTIAL \STA 12' .39066-98.0 EWALK 9 i24 + ' 4 2 7 j 06 4-95 F� to' unun 14,30322� 58 T OUT EASEMEN1 L Z S A N; SE"i tun E A. S E "i E NT RQ `0- A� r)D 0 AtE C/ VE UNIT 2j s T, ELOWE WM--r XTEND, RESIDCNTIAL SIDEWALK 5 OC TE C/O OUT' EWALK -LK N-b METERS --WM T �CATIL —Irj' P14iV4TF COMMERCIA s s E iliAl UNITS 'P' A A STOP I E �Ji' ND RESIDEN AL < Ln 0 IN I ALL NEW .1 NEW 40\ SAN WA J -,(;,'-- fC, V R A CONDUITS UNIT 38 -LATERAL FO S E ;7A 96.21 NAL 3 1 79., 5 MMERC UNIT INS`i�ALL NE WM FOR LOT 7A ee LOCATE C/o IZX577w PoNg-- I--9RVE UNITI bAN. SEW. SH Ft WM Ou t'E T OF QRIVEWA EA NEW XTEND UL14 UNIT 40 < CHAN6E SWM WM OUT OF SIDEWAIiiii '\l COMMERCIAL DWM AND SHI -0 7 H il . T ELOCATE C WM FOR UNIT 'H' STOP NIT I�NDON SERVICE CbRP. E ABANDC I Opaiiiiiiiiiiiiiiiiiiii, LAT. AT Mi. 'T RW NE wm� T 114JO0,34. t7- CONDIR :z SE DON SERVI[r.�, S E LI -1 p 4 p IitOWN011111111 48+4 _J5 J� 3- Los mm I a sow D R A 1 N E �j FUAIRE mw am ow --- — — — — — 11Z < Lp t' 59.20 SHOULDER D r, 114300 50', A-O 0 tjj A r) IL Idop Vol 60 WID7H VARIABLE DRAINVGE EASEME,ti t NOTES: J.. 1ALL VVIA CKUNC IAKC Uir ULA.j*.j" 2. ALL UTILITY CONDUIT TO BE SUPPLIED BY VIRGINIA POWER. CONTRACTOR TO CONTACT VIRGINIA POWER TO COORDINATE PICK UP OF CONDUIT. CONTRACTOR TO COORDINATE WITH VA POWER ON DEPTH OF CONDUIT. CONTRACTOR TO INSTALL CONDUIT WITH. A STONE -� - ------------ Rpr)nTNr ANn Rlariml I WTTH romPArTFn A,, I TFTq TO AREA OF CHANGE ENSURE SETTLING DOES NOT OCCUR UNDER DRIVEWAYS. 3. LOTS 32-36 AND 38-40 (DENOTED WITH AN ARE AFFORDABLE UNITS. 4. SITE CONTRACTOR TO INSTALL/EXTEND A 21, PVC CONDUIT UNDER THE SIDEWALK TO THE PROPERTY LINE FROM THE WATER METER. 5. SITE CONTRACTOR TO INSTALL SANITARY LATERALS TO A POINT 5' BEYOND THE PROPERTY LINE OF THE LOT 6. ANY WATER SERVICE TO BE ABANDONED MUST BE ABANDONED AT THE CORPORATION STOP OF THE WATER MAIN. 7. ANY SEWER LATERAL THAT IS TO BE ABANDONED MUST BE ABANDONED AT THE SEWER MAIN AND THE SEWER MAIN MUST BE RETESTED. w , I �o �n mmm snmm NO. (( z/fo 'i S1 z z ce > Lu C2 Lu Lu 0 LLJ co JOB NO. 66982 SHEET NO. 5 OF 19 L. 0 c� D X) 0 4) Q� vi V) Z 0 0 C r 0 CL c 4) r 0 0 4) x c 0 :3 0 LA 0 C U) 0 E C 0 , 0 c Z :2 _0 0 >, CF .2 0 :3 c > 0 0 x 0 c :3 0-0 E 0 6 z L: u 0 0 > 0 C 2 0 cx 0 0- c 0 E 0 Lu u r.4 C) 0% 0 uj E C E C > w IL U > IW6 F,, Lu 0 2,-, ce UJ -te fill 2 loo ex Lu Lr) QU! > r-j su F- z 0 iiii X 10-4 lc� c) —1 U) Lk ce cc i C%4 U %o Ln ul Lgi 0% LLJ C*4 rill 1104 z cn 0 ulli > 4w c Ltj u1i 0 ce 0 4w uc� cue lu� i LLJ 41 . . . E Lu CL Lu ko a uo z 0 > 4) > DATE 0 11109106 DRAWN BY A.M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY M. SILMAN SCALE lot = 30' z z ce > Lu C2 Lu Lu 0 LLJ co JOB NO. 66982 SHEET NO. 5 OF 19 L. 0 c� D X) 0 4) Q� vi V) Z 0 0 C r 0 CL c 4) r 0 0 4) x c 0 :3 0 LA 0 C U) 0 E C 0 , 0 c Z :2 _0 0 >, CF .2 0 :3 c > 0 0 x 0 c :3 0-0 E 0 6 z L: u 0 0 > 0 C 2 0 cx 0 0- c 0 � a a •t PIPE INFORMATION INLET INFORUATION COIM/EN73 L2A. LENGTH (R) ' I ® ' '' ®MAN MET TYPE NOSE TYPE NET STATION SLOT LENGTH RN El .. N ) C 0.10 C W LH -3c q F - - l -CAR i tD ., QARACE - - -MILAN 03 I xs. NG SEWER w: 280 f 18 - eF�654.05 8 v , , - 1 - 17 6, , -. M 03'. HUNG SEWER p FF-6Wt , s r� BF =6¢215 - v -- •,, _ r, , r �� �• } 2 -CAR GARAGE b7 MILAN HUNG 660. SEWER f = 6 6 6° 54 w.. 1 2-CM GARIICIE - . .� MLA -N�._0 L }, r; 6 .._ _ HUNG SEWED 6� 6 _FF =851 40 646 1 eF =642.65 b MILAN 03` y - 3�00 9 : i . 6 \ - -�. -. - AREA OF' CRITICAL � r a VARIABLE WIDTH DRAINAGE EASEMENT ,' t f.. t i r' r, I PIPE INFORMATION INLET INFORMATION PIPE INFORMATION INLET INFORUATION COIM/EN73 L2A. LENGTH (R) ' I ® ' '' ®MAN MET TYPE NOSE TYPE NET STATION SLOT LENGTH RN El .. N ) C 0.10 C W LH -3c 13+84 Tao 831.89 VDOr sm sT -f Rim 301 13 4810 x52 825.x5 82480 CL 111 RCP w Q ®ma i m . r -w• ____- v 10+84 4`0 83292 MOT STD. ST-1 READ. J0181 15 1 47.24 a51 624,75 824.48 cL x RCP W W � oC � W ®® i o 0M 0 Lu� srn DI-3C O 10+64 8.0 63216 VDOT STD. ST -1 RECD 214 C Q DI-28 dN- z -� 0+84 4.0 85828 VDOT STD. ST -1 REW KOM 15 34,12 .128 649.50 84838 CL M RCP Q 212 4j DI-29 f1+ 4.0 85820 MOT SID. ST -1 RECD imm 15 3222 5.x3 64828 848.88 CL Nl RCP L 210 rV N H z DV -1 5 +32 4,0 65187 MT SM ST-1 RE-W. imm 15 8885 4175 846.56 64330 CL Ill RCP 209 uj 1 MH 13+61 651.88 ST-1 REm 207 15 81.52 388 639.80 636.80 CL N/ RCP 218 1 DI-39 f +36 4.0 64139 MOT STD ST -1 RECD, 215 15 35.83 1.00 636.88 838.50 CL 111 RCP OU u U 206 O U O W DI-38 12+80 120 644,16 MOT STD ST -1 RECD 2051 15 68.27 226 635.00 63'A50 CL N/ RCP U Q Z C 204 1 � C m � Wk 1 C DI-38 12 +13 40 84x30 BOOT S7D ST -1 RECD 253 f8 5a59 a65 8359 831.56 %L.. N/ RCP DUN ®®m > E • r _- 11 +79 4.0 63865 VDOT STD ST -1 REM 201 18 31.80 1.51 83x48 63x00 CL IN RCP \ v4NN \ \\ M z 200 U) VDOT SID EW-1 REQa Kom > 0 Dr -1 7 +48 656.94 225 15 7a 73 1.27 85x00 849.10 CL /N RCP DRAWN BY A.M. RANDALL 224 • DESIGNED BY • T. BRADFORD • CHECKED BY DI-39 M. SILMAN 8+19 40 65138 VDOT STD. ST -1 RECD 273 15 9a93 a99 649 oo 64810 cL IN RAp i imm Dl -3C 1o+91 Tao 65.'A72 WOT SM ST -1 RECD 2211 f5 7493 a53 64ALW 647.60 CL NI RAP 220 DI-1 11+67 9.0 M35 VDOT SID. ST -1 RECD Imm 15 131.70 319 647.50 64330 CL IN RCP cnwm DI-7 40 855.30 VDOT SID. ST-1 RECD im® 15 66.93 493 64320 83x90 CL /N RCP 138 DI-38 5+01 4.0 65984 MOT STD. ST -1 RECD 1371 15 1 3223 1.43 85300 65254 CL /N RAP 138 DI -38 5+01 4,0 OM84 MOOT STD. ST-1 REQa 135 15 13455 a74 85244 851.44 CL IN RCP 134 DI-3C 6+38 80 66a56 VDOT STD. ST-1 RECD 133 15 7327 a48 651.34 651.00 CL m RCP 132 Dl-JB 7 +01 4,0 88354 MDOT SM. ST -1 RECD 140 DI-3C 7 +42 80 88a81 VDOT SID ST -1 RECD 139 15 !!-W 1. 85373 6=37 131 ®iii® 46.43 65x90 /, . ��■��� - + 1 -1 REW. rim S PIPE INFORMATION INLET INFORMATION COIM/EN73 L2A. LENGTH (R) SLOPE (Jo INVERT N NVERT OUT ��� MET TYPE NOSE TYPE NET STATION SLOT LENGTH RN El .. N ) C 0.10 C W LH -3c 13+84 Tao 831.89 VDOr sm sT -f Rim 301 13 4810 x52 825.x5 82480 CL 111 RCP w Q 30fA Or-38 v 10+84 4`0 83292 MOT STD. ST-1 READ. J0181 15 1 47.24 a51 624,75 824.48 cL x RCP W W � oC � W j0 i o 0M 0 Lu� srn DI-3C O 10+64 8.0 63216 VDOT STD. ST -1 RECD 214 C Q DI-28 dN- z -� 0+84 4.0 85828 VDOT STD. ST -1 REW 213 1 15 34,12 .128 649.50 84838 CL M RCP Q 212 4j DI-29 f1+ 4.0 85820 MOT SID. ST -1 RECD 211 15 3222 5.x3 64828 848.88 CL Nl RCP L 210 rV N H z DV -1 5 +32 4,0 65187 MT SM ST-1 RE-W. 2010 15 8885 4175 846.56 64330 CL Ill RCP 209 uj 1 MH 13+61 651.88 ST-1 REm 207 15 81.52 388 639.80 636.80 CL N/ RCP 218 1 DI-39 f +36 4.0 64139 MOT STD ST -1 RECD, 215 15 35.83 1.00 636.88 838.50 CL 111 RCP OU u U 206 O U O W DI-38 12+80 120 644,16 MOT STD ST -1 RECD 2051 15 68.27 226 635.00 63'A50 CL N/ RCP U Q Z C 204 1 � C m � Wk 1 C DI-38 12 +13 40 84x30 BOOT S7D ST -1 RECD 253 f8 5a59 a65 8359 831.56 %L.. N/ RCP 202 > E D1 .. 38 11 +79 4.0 63865 VDOT STD ST -1 REM 201 18 31.80 1.51 83x48 63x00 CL IN RCP \ v4NN \ \\ M z 200 U) VDOT SID EW-1 REQa 226 > 0 Dr -1 7 +48 656.94 225 15 7a 73 1.27 85x00 849.10 CL /N RCP DRAWN BY A.M. RANDALL 224 • DESIGNED BY • T. BRADFORD • CHECKED BY DI-39 M. SILMAN 8+19 40 65138 VDOT STD. ST -1 RECD 273 15 9a93 a99 649 oo 64810 cL IN RAp i 222 Dl -3C 1o+91 Tao 65.'A72 WOT SM ST -1 RECD 2211 f5 7493 a53 64ALW 647.60 CL NI RAP 220 DI-1 11+67 9.0 M35 VDOT SID. ST -1 RECD 219 15 131.70 319 647.50 64330 CL IN RCP 218 DI-7 40 855.30 VDOT SID. ST-1 RECD 217 15 66.93 493 64320 83x90 CL /N RCP 138 DI-38 5+01 4.0 65984 MOT STD. ST -1 RECD 1371 15 1 3223 1.43 85300 65254 CL /N RAP 138 DI -38 5+01 4,0 OM84 MOOT STD. ST-1 REQa 135 15 13455 a74 85244 851.44 CL IN RCP 134 DI-3C 6+38 80 66a56 VDOT STD. ST-1 RECD 133 15 7327 a48 651.34 651.00 CL m RCP 132 Dl-JB 7 +01 4,0 88354 MDOT SM. ST -1 RECD 140 DI-3C 7 +42 80 88a81 VDOT SID ST -1 RECD 139 15 !!-W 1. 85373 6=37 131 15 46.43 65x90 59 CL N/ RAP - + 1 -1 REW. • RIM ELEVATION REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS • WOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES WTH A DEPTH OF 4-O' OR GREATER IIARTIN SE" No. .1b. 4 56 tt MAI, E ' z C H W F- � z � > J d �77 Lu L Q a � J J Z w uj co J JOB NO. 66982 SHEET NO. C-- 6 OF 19 00 amL! O Z Z W N ) C 0.10 C W W W E 1Z w Q � w a; 3 v QIL U. w0 W W � oC � W i o 0M 0 Lu� srn O a ? Z WV C Q dN- z -� V z wX �� � � nrnrn ��Q Q 4j kD m V U Ln = L Ln O�pNN L O rV N H z uj L Lu O cef c Z W ce IN OU u U O U O W O � O U Q U O U Q Z C C Qv C � C m � Wk F=- C ow- L w > E w U O w O O O \ O O \ v4NN \ \\ M z U) > 0 DATE D o 11/09/06 DRAWN BY A.M. RANDALL • DESIGNED BY • T. BRADFORD • CHECKED BY • M. SILMAN • SCALE 1 " =30' i z C H W F- � z � > J d �77 Lu L Q a � J J Z w uj co J JOB NO. 66982 SHEET NO. C-- 6 OF 19 f 7 i l CO UN - �7Y 1 LONG TERM MAINTENANCE: EXISTING HEDGEROW'S TO BE PRESERVED AS INDICATED ON THE FINAL q , SITE PLAN ARE TO BE MAINTAINED BY THE HOMEOWNERS' ASSOCIA 77 n \1 IN A NA 7URAL STA TE ACCORDING TO THE LIBERTY HALL CODE OF NT REQUIREMENTS DEVELOPMENT AND CCR S PERMITTED MAINTENANCE OF ANY PRESERVED HEDGEROW SHALL INCLUDE THE REMOVAL OF ANY INVASI , -- - ,TREE' CANOPY CALCULATIONS: DEAD OR DYING SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO A. Gross Site Area: 353,272 S.F. THE PUBLIC'S HEALTH AND SAFETY. ADDITIONAL MA /N7ENANCE OR B. 353,272 S.F. * 0.20 = 70,654 S.F. OTHER REMOVAL OF SPECIES SHALL BE AT THE RECOMMENDA 77ON OF C, 46,653 S.F. Canopy Coverage Proposed A CERTIFIED VI'RG/N/A ARBORIST D. 25, 323 S.F. Canopy Coverage Exis tin g to Remain E. 71,976 S.F. Canovy Covero a Total 20.3X n / STREET TREES REQUIRED: NEW HEDGEROW PLANTING BETWEEN EXISTING HEDGEROW AND NORTHERN `�,q WOODLAND. HEDGEROW SHALL BE 20' WIDE (MIN) AND COMPOSED OF 1 Large Street Tree /40 L.F. 2 "CALIPER TREES (3018), 1 " CALIPER 7REES (JOX), AND 6' TALL WHIPS r ;'t (40X). PLAN77NGS SHALL BE BASED ON SPECIES, SPACING AND STREET TREES PROVIDED: REQUIRED PROVIDED IZ `, _ -C' ' RADFORD LANE 607 L.F. 16 28 Large Street Trees CONFIGURATION OF EX /STING HEDGEROW, AS RECOMMENDED BY THE A.R.B. °O COLONY DRIVE 530 L. F. 14 23 Large Street Trees " ��� FRONTIER LANE 324 L.F. 9 12 Large Street Trees 1 ARS RED SUNSET RED MAPLE 2 1/2 CAL. 5.OX n i� PATRIOT WAY 481 L.F. 13 19 Large Street Trees 5 LST ROTUNOILOBA SWEET GUM 2 1/2" CAL. 25.0 .�y 6 CFA FLOWERING DOGWOOD 1 112" CAL. JO. OX INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS: 4 AA AUTUMN BRILLIANCE SERWCEBERRY 6' HEIGHT 20. OX 1 Medium Canopy Tree /10 Spaces 4 JWR EASTERN RED CEDAR 6' HEIGHT 20. OX 35 Spaces /10 = 4 Trees i 20 TOTAL PLANTS PROVIDED FOR HEDGEROW REPLACEMENT 100.018 Area of Parking Lot = 12,070 S.F. * 5X = 604 S.F. Area of Islands = 900 S.F. s INTERIOR PARKING LOT LANDSCAPING PROVIDED: 5 Large Canopy Trees (ARS) 6 13 Shrubs (VBPR and CTAP) s PLANTING SCHEDULE ROOT 10 -YEAR CANOPY 10 -YEAR CANOPY KEY QNTY. BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE TYPE REMARKS COVERAGE COVERAGE ALLOWANCE AA 8 AMELANCHIER X GRANDIFLOR4 AUTUMN BRILLIANCE 6' HEIGHT B &B MULTIPLE STEM 130 1040 AUTUMN BRILLIANCE SERVICEBERRY CLUMP ARS 2536~ ACER RUBBUM "RED SUNSET" RED SUNSET RED MAPLE 2 112" - 3 CAL. B &B SINGLE STEM ONLY 452 11300-4-3568 - BTRG 54 BERBERIS THUNBERGII "ROSE ROSE GLOW BARBERRY 24" HEIGHT CONT. DENSE /FULL GLOW" CCA 716- CERCIS CANADENSIS EASTERN REDBUD 1 112- - 2" CAL B&B SINGLE STEM ONLY 124 868 -1248 - CFA 12-t6r CORNUS FLORIDA FLOWERING DOGWOOD 1 112" - 2" CAL. B &B SINGLE STEM ONLY 124 1302 - f984 CRP 3.3- CARPINUS CAROLINOM AMERICAN HORNBEAM 2" CAL, B&B SINGLE STEM ONLY 129 387 -64'r- CTAP 45-76- COTONEASTER APICULATA CRANBERRY COTONEASTER 24" HEIGHT CONT. DENSE /FULL 1VWR 49 ILEX VER77 RI � TA "WINTER WINTER RED WINTERBERRY 24" SPREAD CONT. DENSE /FULL JSBS 42 JUNIPERUS S AR0 'BLUE BLUE STAR JUNIPER 18" HEIGHT CONT. DENSE /FULL JVA 13 JUNIPERUS WRGINLW EASTERN RED CEDAR 8' HEIGHT B&B SINGLE LEADER 32 416 JWR 4 JUNIPERUS WRGINLANA EASTERN RED CEDAR 6' HEIGHT B&B SINGLE LEADER 24 96 UFN 4-,.„ LAGERSTROEMIA INOICA x FAURIEI 'NACHEZ' NACHEZ CRAPE MYRTLE 7' - 8' HEIGHT S &B 3 -5 STEM ONLY 77 308 -38 - LST 35 LIQUIDAMBAR STYRACIFLUA ROTUNDILOBA ROTUNDILOBA SWEETGUM 2 112" - 3 CAL. B&B SINGLE STEM ONLY 238 8330 PLO 4739- PRUNUS LAUROCERASUS 'OTTO OTTO LUKEN LAUREL 24" HEIGHT CONT. DENSE /FULL LUKEN' PTA 4 PINUS TAEDA LOBLOLLY PINE 8' HEIGHT B&B SINGLE LEADER 414 1656 QPH 5033- QUERCUC PHELLOS "HIGHTOWER" HIGH1OWER WILLOW OAK 2 112" - 3" CAL B &B SINGLE STEM ONLY 419 2095022297 � RCG 0-8-, RHODODENDRON CATAWBIENSE GRANDIFLOR4 RHODODENDRON 24" HEIGHT CONT. DENSE /FULL GRANDIFLORA RHA 1617- RHOS AROMATICA FRAGRANT SUMAC 24" SPREAD CONT. DENSE /FULL VBPR 163&- VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM 24" HT. CONT. DENSE /FULL PT 169328 " GREEN CARPEr GREEN CARPET PACHYSANDRA 4" POT CONT. TOTAL 46653 5 f 559 - �r7 MAM SH" z 4585 � Z 10 10'4) Intver. Cn W O Z w N E OU O N E C ti Z LU j �'• C 0 2 D W o � -N te h LU r , W dJ 2 c j W LU J (In, Ce UN L � MV Z a a Q � j n (LQ L a d Q (U = V Ln L N ti ~ c�^ C 0 V\�%0N A Z fT r LLJ Fes- _ > M ui ui limp E fA W W W _ DC �oozo m m to O CX (O � O U Q Q U Q }_- = aWaWaa a c > ' U O 0 0 0 0 N to \ \ \ \\ ^fNNN ti ZO f U) > CC DATE �= 06 11 09 U) / / DRAWN BY i I A.M. RANDALL DESIGNED BY • T. BRADFORD ` • CHECKED BY i M. SILMAN • SCALE 1 " =30' + 1 1 1 L C i �- If � 1 � a I L I .a.. I ° C I C C C i .0 W z z U C Uj J a J g a- Uj co C J U C Q (n C f Q E J Q z C X ° a FF--1 C = cA z W M � W ;C i}--1 ° ° C C L C U fu f17 -C a C U O v fU v_ �U 0 rn JOB NO. c Cpl *oy' 45 0 66— 16 OF 19 0 f- a 0 0 c� V) z 0 F 0 C 4) rn c 0 U .c -j L 3 N L CL X 7 0 On Y v U) C 0 U 7 C 0 U v c v c v tU C 0 U 0 ++ -0 E 0 C v z U c a� 0 0 v s 3 fu 0 a a v POCKETPARK '41 z J 3. 70 r J :h y d' Y 70 A V V r E i 0 C 0 C cv E 0) C S I V'rl v . v LAWN v D �Iv r� 12'x � 2' CONC. OR PRICK PATIQ W/- PICN),C TABLE LAWN X13 l` EX. TREE �. ,,,TO REMAIN ` 1 ` LAWN EX. TREE TO REMAIN 7 _.. PARK& TOTLOT N i j l f /r. 4 l MIXED -USE BUILDING MARTIN 3IIJ[AN �' No. ,I Z/f O 'ION AL z W � H > Q U) w W Q 0 W J W Q � Q T a ru Q W z H C) CD :E im JOB NO. 66982 SHEET NO. jjj(2�,(a c 17 OF 19 L- 0 Q: Z) 100 4)x 3 O 4) (A a Z O O c _ F- � o r a c c O o c c O U CL c O c '✓ O 3 m 0) O 4) = a 3 x c 4) a� V � 3 D O O CL o 3 L. a c o c v o E U c +' O N c 1 O D U n c Z i ._ .v v O c a� O Q U O 3 a" O c O U) 0 3 O d t O +, 0 O c c 3 N � 3 U O of ._ '0 _3 D U O C O ` O > vNi o 0 r 0 0 c t 0 3 c N 0 0 as 3 d 0. �>1 - CD U O Im O N Z C4 E _ W Q OU Z QLU 4 N3 W 11 N n Q W a � ix � � O LU� . Ln a U M F Z !"' " �O -'x j on ' 99 ' O 000 \ N�� \ \ 4-1 2 N U N _ (nin i— -v ui v.. c w o N N M Z ,°'-I Q Qi N tLi J _ > ~ ~ O CRI j VA Lu O O Z d co cC Q O U cx Q O U O U I- = aaaaCOP: w w %0 O O O O Q 0 � }- \\\\\ MMON" N'INN* - Q p \ \ \ \\ i ZO N > O* -+NNE ti O > Q DATE o � 11109106 DRAWN BY A.M. RANDALL . DESIGNED BY • T. BRADFORD . CHECKED BY M. SILMAN • SCALE lit = 10' • • • z W � H > Q U) w W Q 0 W J W Q � Q T a ru Q W z H C) CD :E im JOB NO. 66982 SHEET NO. jjj(2�,(a c 17 OF 19 L- 0 Q: Z) 100 4)x 3 O 4) (A a Z O O c _ F- � o r a c c O o c c O U CL c O c '✓ O 3 m 0) O 4) = a 3 x c 4) a� V � 3 D O O CL o 3 L. a c o c v o E U c +' O N c 1 O D U n c Z i ._ .v v O c a� O Q U O 3 a" O c O U) 0 3 O d t O +, 0 O c c 3 N � 3 U O of ._ '0 _3 D U O C O ` O > vNi o 0 r 0 0 c t 0 3 c N 0 0 as 3 d 0. �>1 - CD J 7D r ARBOR TAPE OR NYLON NEBB/NG "CE 70P OF ROOT BALL SLIGHTLY ABOVE GRADE. SHREDDED HARD*VCD MULCH (MIN. 4" DEPTH) (DO NOT MULCH AGAINST TRUNK OF TREE) EARTH BERM AROUND BALL REMOVE BURLAP FRM TOP i/3 OF BALL OIRIGWAL SOUL, AMEND AS REQUIRED tea' rl CONIFEROUS TREE PLANTING DETAIL NO SCALE REINFORCED RUBBER HOSE ARBOR TAPE, OR NYLON N PRUNE DEAD OR DAMAGED BRANCHES. DO NOT PRUNE CE N7RAL LEADER. .DECIDUOUS TREE PLANTING DETAIL NO SCALE REMOVE BURLAP FROM► MP 1/3 OF BALL REMOVE BURLAP FROM Tow 1/3 OF BALL EARTH BERW AROUND BED SHREDDED HARDWOD MULCH (W. Jr DEPTH) DO NOT MULCH AGAINST S7EW. ORIGINAL SOIL, AAWW AS REQUIRED UND/S7URSED SAIL N07E : REII W ALL DEAD, BROKEN, DISEASED AND NECK BRANCHES SHRUB PLANTING DETAIL NO SCALE STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL "T" BAR STAKES COMPACTION OF SOIL AROUND 7ON EQUIPMENT. .4. cA i Kivu rr_►vt.c i v DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREE NO SCALE ®VIER SrANI Y, INC. 30 1 1-Itt SU SYR no SFAT HEig1T NDRN.11� fAO� -16�1S OF 1-7/I' MM SIR dEWMCE FM NgIQt NIUS 3N P.O. WAVER 330 - 011W ND 20754 USA TOIL FREE: (NO) 368 -2573 (USA & CANADA) TEL (A) 855 -8300 - FAX (410) 251 -7579 NEB SITE: K P: //WEVICTORSTNEYXW CEI�I- IISGYICES a NMI (MM M CAS 0 MME RAN N E111111 RAIES OF W1110 Pmt OQA1M6 MIEIIt�AIE E � AllllFSlS 10 STINDYND MrA COIN O01al5 (Mq.ID11611E RK 10110 �% 6, It d WEIR AMEBAS SLUT T913 LDICIIS i100DE MOK YN101M ND FE SUIDND R1iCNID PUSNC SLAB SGIOND C =1115110111 M11142 WAX 1NIP11; OW AND Y Mli SprOAR11 � Non I. NOAf 11011 CASIIIIS OoIE 111N A TEN TJIR NlM1dIN1Y A6AIbT HFJIKA6E 2 11111M NT A TAE 00 NOT S1;AIE MIX i AIL FMICAD NETK MOM ANA: SIR SIR= ENS, MOM= 1§161 ; AND GEM MY PUN -Mil VIII LOIE POLSH FM OQIIIMS WIM NE RILY (11M NO I'(E1 IR FIBFAB NO MVH HE 110! 70 R1 MW NO IWD COAS FIR MAB PARIS ANE 11D 1L111Y = A MRS WIM RCR1 O 9=110115 TIE 1NIp0ESS ff X EM RISK COAT AIENA D 6- IRS OW250 NlX114 !: R 1S MO1 1101OGE ANCROR MUS QINI III IS N PLACE Ills NCNt SpYIEY. NG PNO1NICf ONE PEIIWE V 8810X=& (•� ��'y= KT = ==a IEQIAIIIIS I MW IRIS N9 PIOINTEO BY = owl W. AUM 9 MIt1B1 SPEffNJI110NS FR M& I is PNOMN.T S 2M PNIIWLY AMASS IM F*%14 Sp1DAID M Nlll NNNE D011 END ERNES SNOT! 01110 6-10 1110 M1611T SMD 11CI0R 5pY1EY. MG NL N161115 NESEIlIH 41111 C _ /, A "A • Contractor /s msponsib /e FOR CONTACTING "Miss Uti 1111 "81 > 809 552.7001 forlocation ofa/ /utility lines Trees she/ /be located a minimum of5 feet from sewer /water connections Notify landscape architect ofcontlicts • Vemyal /plantmatena1 quantities on the p /an priorto bidding, plant list totals are for convenience on /yandsha / /be verifiedpriorlo bidding • Provide plant materta /s of quantity, size, genus, species and va1ietd /es yi n A/lplentmateria /s andinstallation shall comply with rescommendations andrequirements ofANS/Z50. f Amencan StandardforNursery Stock" Ifspeciiiedp /antmateda /is not obtainable, submitproofofnon ava /lab/Irtyto the Architects together with proposal for use of equIvalent meterial • Provide and insta /1 a //p /ants in accordance with details and contract speChIcations Co ns b r i e do n t /fns to //a l i o n • Landscape architect reserves the right to reject anyp /ants and malaria /s that are in an unhealthy orunsight /v condition, as well as plants and matena /s that do not conform to ANSI Z60, f American Standard forNarsery MOCIr • Labe /at least one tree and one shrub of each vanaty and caliper with a securely attached, waterprooftag bearing the designation ofbotanica /and common name • Install landscape plantings at entraneaSle%ts andpark /ng areas according to plans so thatmatena /s W// 170t interfere wish sight distances • Contractorrs lasponsib /e for watering a/ /p/antmatena /duringinstallation and unti/bna/ inspection and acceptance by owner. Contractor shall notify owner of conditions which affects the guarantee. /n se. e c No ns✓�uara n t i a e • Upon completion oflandscape installation, the landscape contractorshal/not/5ethe genera / contractor who wi// verify comp /eteness, including the replacement ofa //dead plantmaterial. Contractor /s lesponsib /e forsebedu/ing a fina /inspection bythe landscape architect. • All eA*tiorplentmaterials shallbe guaranteedforone fu//yearaRerdate offina/ inspection against defects including death and unsat/sfactorygrokWb Defects msu/Ying A= negglectbyMe owner, abuse or damage by others, or unusualphenomena or incidents which arcs beyond the contractors control are not the responsibility ofthe contractor. • Plant material quantities and sizes wt /lbe inspected for compliance with appro vedplens by site plan rev/ewWent of the ABEMARLECOUNTYplann/ng departmentpriorto the release of the cerhftete of occupancy. • Remove all guy wires and stakes 12 months after / nstallat/on County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111- 284111 -297 for complete speri6cations) 1. The fullowigg items shall be shown on the plan• Trento be saved; Limits of clearing (outside dripfte of trees to be mvcd� Location and type of protective fencing; 2r GWade changes requiring tree wells or walls; Gr Proposed trenching or tunneling beyond the limits of clearing. 2. Marking:• Or All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Ert§onstrnCdk Conference: IX Tree preservation and protection measures shall be reviewed with the contractor on site. 4. tanipment Operation and Stwme: Gf Heavy equipment, vehicular traffic and storage of caiwtruction materials including soil shall not be permitted within the dripiines of trees to be saved. S. Sol Erosion and Stormwater Defentiou ]Devicxxi; EX Such devices shall not adversely affect trees to be saved. 6. .. T Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tonic Materiaba Gr Toxic materiels shall not be stored within 100 feet of the dripline of trees to be saved- & Protecdve Feadnin Gr Trees to be retained within 40 fed of a proposed building or grading activity shall be protected by fencing. 5r Fencing shall be in place and shall be inspected and Mpproved by a County Inspector prior to grading or constniction, 9. ree W When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a co uft cdon detail submitted for approval. Ia. Tree Wass: �the ground level mtw be lowered within the dripline. a tree to be saved, a true wall shall be provided; and a construction detail suGmitted for approval. 11. Tren&iniz and Tungm When trenching is required within the limits of clearing, it shall be done as far away frUm the trunks of trees as possible. Tunneling under a Marge tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. l [� ProroMcctive feri<ciug shall be the last items; removed during the final cleanup 13. Duaged ims: Lir Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS TM DEVELOPER'S RESPONSIMILITY TO CONF'Lrit WITH THIS CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER �1,41 (DATE) C NTRACT PURCHASER SIGNATURE (DATE) • 3 • COLUMN SCM. (3 OPTIONS) 8'X8'. 8'f; 12•0 TU9AM S1WES:- MW MOD GRADE COLD FORMED GRADE 55 848 KS! BO L7& N WL4AIM Y ASA W EI.ECiRO ?AS E)CL ARC WELDING (--"I . —li.. 4 FOR FINAL TWHnNNG. USE TURN OF NUT METHOD: USING A SPUD WRENCH. TIGFREN ANN= BOLT HOLE AS MUCH AS POSSIBLE WfTH A NORMAL MANS (4) pLCg STRENGTH. THEN, USNG AN EXTENSION, TWNTEN AN ADOf MNAL 1/3 TURN. -f of aauwH aAORis FRAME MUST BE PLUMB. SCL W AND BOLTS ANATR. = BOLT OEM %U= RED. PURIM MUST BE PARAt1EL TO a +maW rrW r OTT CONGO lE THE EAVE BEAMS AND TENSION MEMBERS. _ g OF FWW EXTI +O A MNIM Of tY TRW IM GEM= OF I!E CMAW TO 3 $; ALL BOLTS USED FOR STRUCtURAL 7W EDK OF F001W (MK F007>f10 OPAL ft _ 24) CONVECTIONS ARE ASTM A325. DO NOT SUBSTffUrE WrrN A LESSER GRADE. INSPECTION rn OF HIGH STRENGTH BOLTING. F REQUIRED, TO BE PER CM 1nER 17 OF THE UNIFORM BIALDING K) ptes OODE 1904 (4) PLCR FRAME COMPONEMS ARE RED OXIDE M * PRfME PAINTED ONLY FMW PMNT ON -SffE WH 8 4E {{ =Ili- ND _ MATERMS A LABOR BY OTHERS. � • a ®o�� v o a RAM PM ZINC PLATED. RtM PAST ON-SW ° was WfrH MATERNLS AND LABOR BY OTHERS. POWDER COATING. E- COATING, AND G11LWRING ARE FNISH OPTIONS AYMAR E i AT AN ADD MNAL CHARGE FOR BOTH FRAME AND a ORNAMENTATION. NOM DIMENSKM ME NOWNAL O ACAML DRAENSIONS MAY VARY FROM THOSE SHOWN AND - IOT Fos co+sllfllt:r� - ARE DEPENDENT' ON DESIGN AND CODE EQUIREMENT& � OLr� USE FOR ESTNNATING PURPOSES ONLY. a amem MW#77 A H O;Pp� tiAR'!IIZ SIIXAN ,,,•i 58 � IONAL E > U i f f f czzzzzzzzzzzzzl CN 0 0 N E a Ui fQ 3 Z cV ai 3 � U MA L]C W rn t'+ �t p d J L- a V N L it U j W W z M d V z �a a z z° W " � L cC M U �� = V U) in w Ui M` N r4 H Z rn V N czzzzzzzzzzzzzzzzzzzz•� i �.Xzzzzzzzzzzzzzzzz= 1 w 4 • 3 • COLUMN SCM. (3 OPTIONS) 8'X8'. 8'f; 12•0 TU9AM S1WES:- MW MOD GRADE COLD FORMED GRADE 55 848 KS! BO L7& N WL4AIM Y ASA W EI.ECiRO ?AS E)CL ARC WELDING (--"I . —li.. 4 FOR FINAL TWHnNNG. USE TURN OF NUT METHOD: USING A SPUD WRENCH. TIGFREN ANN= BOLT HOLE AS MUCH AS POSSIBLE WfTH A NORMAL MANS (4) pLCg STRENGTH. THEN, USNG AN EXTENSION, TWNTEN AN ADOf MNAL 1/3 TURN. -f of aauwH aAORis FRAME MUST BE PLUMB. SCL W AND BOLTS ANATR. = BOLT OEM %U= RED. PURIM MUST BE PARAt1EL TO a +maW rrW r OTT CONGO lE THE EAVE BEAMS AND TENSION MEMBERS. _ g OF FWW EXTI +O A MNIM Of tY TRW IM GEM= OF I!E CMAW TO 3 $; ALL BOLTS USED FOR STRUCtURAL 7W EDK OF F001W (MK F007>f10 OPAL ft _ 24) CONVECTIONS ARE ASTM A325. DO NOT SUBSTffUrE WrrN A LESSER GRADE. INSPECTION rn OF HIGH STRENGTH BOLTING. F REQUIRED, TO BE PER CM 1nER 17 OF THE UNIFORM BIALDING K) ptes OODE 1904 (4) PLCR FRAME COMPONEMS ARE RED OXIDE M * PRfME PAINTED ONLY FMW PMNT ON -SffE WH 8 4E {{ =Ili- ND _ MATERMS A LABOR BY OTHERS. � • a ®o�� v o a RAM PM ZINC PLATED. RtM PAST ON-SW ° was WfrH MATERNLS AND LABOR BY OTHERS. POWDER COATING. E- COATING, AND G11LWRING ARE FNISH OPTIONS AYMAR E i AT AN ADD MNAL CHARGE FOR BOTH FRAME AND a ORNAMENTATION. NOM DIMENSKM ME NOWNAL O ACAML DRAENSIONS MAY VARY FROM THOSE SHOWN AND - IOT Fos co+sllfllt:r� - ARE DEPENDENT' ON DESIGN AND CODE EQUIREMENT& � OLr� USE FOR ESTNNATING PURPOSES ONLY. a amem MW#77 A H O;Pp� tiAR'!IIZ SIIXAN ,,,•i 58 � IONAL E > U IM CN 0 0 N E a Ui fQ 3 Z cV ai 3 � U MA L]C W rn t'+ �t p d J L- a V N L it U j W W z M d V z �a a z z° W " � L cC M U �� = V U) in w Ui M` N r4 H Z rn V N w 4 O ce I- 0 LU w a Z O Ln > GC 0 • i• 0 �c c� Z O �9 /zoro = WO. aaWQ� 4� ko %0 N ^ rn CL 00000 O Lu \\\\ 1- MN ^i'r1a0 DATE 4) 11/09/06 DRAWN BY A. M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY M. SILMAN SCALE AS NOTED z Q W _j F_ 0� F__4 ~ H� Q F- (� w W Q 0 W J m lei J Q T a 'U + J v , Lu Z H Q � J Uj JOB NO. 66982 SHEET NO. 18 OF 19 oa v0 :30 v a) N nZ O O c H C) o L C c v v (4) C O 0 ac O 3 O N - N O 4) t a 3 x c v O U 3 O 0s � 3 L n = Y o O O U C � v c CL O D U 0 0 at� V7 O Z 06 2 M F_ I= -a v O 'n >' e: w o CL U O = CL +' O C O N U =3 O U " X v ai v 4) *- E a� '- 0 v c N � o 0 0 0 4 v 0 0 v -v v c t v 3 0 O c v v o v n. a w a fQ Z W 183 I IUD n �t n. it U j W W Uj o O Ou a z z° WO. aaWQ� 4� ko %0 N ^ rn CL 00000 O Lu \\\\ 1- MN ^i'r1a0 DATE 4) 11/09/06 DRAWN BY A. M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY M. SILMAN SCALE AS NOTED z Q W _j F_ 0� F__4 ~ H� Q F- (� w W Q 0 W J m lei J Q T a 'U + J v , Lu Z H Q � J Uj JOB NO. 66982 SHEET NO. 18 OF 19 oa v0 :30 v a) N nZ O O c H C) o L C c v v (4) C O 0 ac O 3 O N - N O 4) t a 3 x c v O U 3 O 0s � 3 L n = Y o O O U C � v c CL O D U 0 0 at� V7 O Z 06 2 M F_ I= -a v O 'n >' e: w o CL U O = CL +' O C O N U =3 O U " X v ai v 4) *- E a� '- 0 v c N � o 0 0 0 4 v 0 0 v -v v c t v 3 0 O c v v o v n. a DATE 4) 11/09/06 DRAWN BY A. M. RANDALL DESIGNED BY T. BRADFORD CHECKED BY M. SILMAN SCALE AS NOTED z Q W _j F_ 0� F__4 ~ H� Q F- (� w W Q 0 W J m lei J Q T a 'U + J v , Lu Z H Q � J Uj JOB NO. 66982 SHEET NO. 18 OF 19 oa v0 :30 v a) N nZ O O c H C) o L C c v v (4) C O 0 ac O 3 O N - N O 4) t a 3 x c v O U 3 O 0s � 3 L n = Y o O O U C � v c CL O D U 0 0 at� V7 O Z 06 2 M F_ I= -a v O 'n >' e: w o CL U O = CL +' O C O N U =3 O U " X v ai v 4) *- E a� '- 0 v c N � o 0 0 0 4 v 0 0 v -v v c t v 3 0 O c v v o v n. a z Q W _j F_ 0� F__4 ~ H� Q F- (� w W Q 0 W J m lei J Q T a 'U + J v , Lu Z H Q � J Uj JOB NO. 66982 SHEET NO. 18 OF 19 oa v0 :30 v a) N nZ O O c H C) o L C c v v (4) C O 0 ac O 3 O N - N O 4) t a 3 x c v O U 3 O 0s � 3 L n = Y o O O U C � v c CL O D U 0 0 at� V7 O Z 06 2 M F_ I= -a v O 'n >' e: w o CL U O = CL +' O C O N U =3 O U " X v ai v 4) *- E a� '- 0 v c N � o 0 0 0 4 v 0 0 v -v v c t v 3 0 O c v v o v n. a