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HomeMy WebLinkAboutSDP201800060 Plan - Approved Minor Amendment 2018-10-05SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CIRCLE, SUITE 100 CROZET VA, 22932 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES CONTACT., DAVE BROCKMAN 914 MONTICELLO ROAD OLD TRAIL VILLAGE CHARLOTTESVILLE, VA. 22902 CELL: (702)-985-9088 (434)-977-0205 dave6bldtrailvilloge.com TAX MAP PARCEL No: 055E0-01-12-00000 ZONING: PHASE 2 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005 ENTRANCE CORRIDOR EC OVERLAY DISTRICT ZONING: PHASE 3 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-15-001 APPROVED ON JANUARY 14, 2016 ENTRANCE CORRIDOR (EC) OVERLAY DISTRICT USE 5 SINGLE FAMILY DETACHED UNITS 1 LE FAMILY ATTACHED UNITS 13 SINGLE BUILDING HEIGHT ON SEPT. 2, 2015 THE BOARD OF SUPER VISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO PERMIT A BUILDING HEIGHT ABOVE THE MAXIMUM 2.5 STORIES PERMITTED, SUBJECT TO THE FOLLOWING CONDITION: 1. NO BUILDING HEIGHT SHALL BE GREATER THAN 3.5 STORIES. SETBACKS: ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO REDUCE THE SETBACKS SUBJECT TO THE FOLLOWING CONDITIONS: 1. LOTS 1A -12A SHALL HAVE FIVE (5) FOOT FRONT, ZERO (0) FOOT SIDE AND FIVE (5) FOOT REAR SETBACKS. 2. LOTS 8-12 SHALL HAVE FIVE (5) FOOT FRONT, SIDE AND REAR SETBACKS. ON SEPT. Z, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO ALLOW ROOF OVERHANGS AND EAVES TO ENCROACH THE BUILDING SETBACK, SUBJECT TO THE FOLLOWING CONDITION: 1. ROOF OVERHANGS AND EAVES SHALL NOT BE PERMITTED TO PROJECT FURTHER THAN ONE FOOT INTO THE BUILDING SETBACK. A 10' SEPARATION IS REQUIRED BETWEEN DETACHED DWELLING UNITS BY THE FIRE AND RESCUE DEPARTMENT LOT SIZE ON SEPT. 2, 2015 THE BOARD OF SUPERVISORS APPROVED A SPECIAL EXCEPTION TO AUTHORIZE A VARIATION FROM THE CODE OF DEVELOPMENT TO TO PERMIT A LOT SIZE BELOW 4,000 SF, SUBJECT TO THE FOLLOWING CONDITION., 1. NO LOT SIZE FOR A SINGLE-FAMILY ATTACHED UNIT SHALL BE LESS THAN 1,800 SF. N� PER ZMA 2015-001 THE MINIMUM SIZE OF SINGLE FAMILY ATTACHED UNIT SHOULD BE 1,000 SF. ��ti w� LOT AREAS:: LOTS -12 ARE SINGLE FAMILY DETACHED UNITS LOTS 1A -13A ARE SINGLE FAMILY ATTACHED UNITS (% LOT COVERAGE IN PARENTHESIS) LOT 8 5,746 Sq. Feet LOT 9 5,267 Sq. Feet LOT 10 5,950 Sq. Feet LOT 11 5,186 Sq. Feet LOT 12 6,156 Sq. Feet �2A1, Feet (357)� Feet (48%) Feet (479) LOT 4A 1,696 Sq. Feet (47%) LOT 5A 1, 705 Sq. Feet (479) LOT 6A 1,371 Sq. Feet (477) LOT 7A 2,451 Sq. Feet (337) LOT 8A 2,442 Sq. Feet (33%) LOT 9A 1,746 Sq. Feet (46%) LOT IDA 1,752 Sq. Feet (46%) LOT 11A 1,757 Sq. Feet (469) ) LOT 12A 1,409 Sq. Feet (45%) LOT 13A 2,983 Sq. Feet (2 7/-)j AREA SUMMARIES., LOTS 1.2 Ac. OPEN SPACE 0.03 Ac. PUBLIC R -O -W 0.0 Ac. PRIVATE R -O -W 0.16 Ac. OLD TRAIL VILLAGE BLOCK 12 PHASE 2 & PHASE 3 MINOR AMENDMENT #1 TOTAL AREA 1.39 Ac. GROSS RESIDENTIAL DENSITY.' 12.9 DWELLING UNITS PER ACRE n PROPOSED 48,123.4 S.F. (INCLUDES PROPOSED LOTS 8-24, A PORTION IMPERVIOUS AREA: OF PRIVATE ALLEY 'A' &&RROW`CROSS STREET) IMPERVIOUS AREA DOES NOT CHANGE FOR THIS MINOR AMENDMENT ENGINEERING INDIVIDUAL LOT COVERAGE SHALL NOT EXCEED 607 OF THE LOT AREA. PROPOSED 22,336 S.F. (INCLUDES PLANTING STRIPS & YARDS FOR PROPOSED LOTS 8-24) TURFAv��� PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 18 = 36 SPACES ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 18 = 4.5 SPACES TO TA SPACES REQUIRED = 36 + 5 = 41 SPACES PARKING PROVIDED: 33 SURFACE SPACES + 30 GARAGE SPACES = 63 SPACES PROVIDED CIV ADDITIONAL PARKING AVAILABLE ON ROWCROSS STREET (APPROX. 12 SPACES) _j MAGISTERIAL DISTRICT..+ WHITE HALL MAGISTERIAL DISTRICT DRAINAGE DISTRICT., LICKINGHOLE CREEK WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012 DATUM: VERTICAL - NAVD 88, HORIZONTAL - HAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE FEBRUARY 4, 2005. LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS. LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS, 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMANAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. 3. THE SPILLOVER OF LIGHTING FROM THE LUMINAIRES ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PARCEL. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE, THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. OLD TRAIL VILLAGE BLOCK 12 PHASE 2 & PHASE 3 MINOR AMENDMENT #1 5 C_i Z Z 0 0 N VICINITY MAP SCALE: 1'=1000 FEET GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION 'WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VOOT FOR REVIEW & APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WIN OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 4B HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED IL SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IFA SUBG RADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VOOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL THE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARORA IL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE RE IDES AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR ( 4 ) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B. OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH,AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS E NUEXPIRE PRIOR TO SIGNING AND RECORDATION. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNSOR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT,OR COUNTY INSPECTIONS. THE VIDEO I PELT ION SHALL BE CONDUCTS❑ IN ACCORDANCE WITH VOOTS VIDEO CAMERA INSPECTION PROCEDUS NRE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. SHEETINDEX SHEET I ----------- COVER SHEET SHEET 2 ---------- DEVELOPMENT PHASING FLAN SHEET 3 ---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN SHEET 4 ---------- SITE PLAN SHEET 7 -------- RETAINING WALL LAYOUT SHEET 3 -------- LANDSCAPING PLAN SHEET 9 -------- LANDSCAPING NOTES & DETAILS (YliVto/ 1��78Yte1!neT1r Su6mi TyTYPe Reviewed and ApPfeved by the Date Com.-ty Devef pment Department Signatu�- APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD FIRE / RESCUE ALBEMARLE COUNTY SERVICE AUTHOR17Y CIV VA. DEPARTMENT OF TRANSPORTATION 5 C_i Z Z 0 0 N VICINITY MAP SCALE: 1'=1000 FEET GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION 'WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VOOT FOR REVIEW & APPROVAL. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WIN OSHA STANDARDS FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 4B HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED IL SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IFA SUBG RADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VOOT FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL THE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARORA IL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE RE IDES AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR ( 4 ) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B. OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL B CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH,AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS E NUEXPIRE PRIOR TO SIGNING AND RECORDATION. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNSOR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT,OR COUNTY INSPECTIONS. THE VIDEO I PELT ION SHALL BE CONDUCTS❑ IN ACCORDANCE WITH VOOTS VIDEO CAMERA INSPECTION PROCEDUS NRE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 14. INSPECTION 6 TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE STATE SYSTEM. SHEETINDEX SHEET I ----------- COVER SHEET SHEET 2 ---------- DEVELOPMENT PHASING FLAN SHEET 3 ---------- SOILS, DEMOLITION & EX. CONDITIONS PLAN SHEET 4 ---------- SITE PLAN SHEET 7 -------- RETAINING WALL LAYOUT SHEET 3 -------- LANDSCAPING PLAN SHEET 9 -------- LANDSCAPING NOTES & DETAILS (YliVto/ 1��78Yte1!neT1r Su6mi TyTYPe Reviewed and ApPfeved by the Date Com.-ty Devef pment Department Signatu�- APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD FIRE / RESCUE ALBEMARLE COUNTY SERVICE AUTHOR17Y VA. DEPARTMENT OF TRANSPORTATION U a w W � U w N 2 2 010 N ¢ CL zQ 0 rCW ¢@J Q U W Q cc vi 5 a2 JZ Dy Wm 0 W 0 Zy U y ¢ UW2 Z O Lu ) , LL Lu 0- Ucy '� w �It ojz, ZCLLu y vj (� Q g W Z p /Q W % L 11 REVISIONS JULY 13, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE SEPT. 10, 2018 PER COUNTY COMMENTS =DAE W T N L r T LuL!J CL 2 _' N Z a r LU o U Q > m0 O` L 5Z 0 FILE NUMBER 8053 SHEET 1/9 - - - - - _ I - w - ., 13AIL a I 0 o Q: LU E� 2OU�o f I I V I 12A -- II 13 114I 15 I 16 17 I I AFFORDABLE - 18 I 1 g I I 1 L/� Q2 >Z O N 11AI I I - I j I 1 L �� 1 I I i As�N � ¢ u1 x W 2� - E. . B I OC 12 HA�� E T 14 m <;;3 � �� � 0 0 _- f . I I X W 1 �,_ I I n I Ix> M, ■ COURTMO (0 W -' uj " �N 1 _ = 9A _� J - --- - ----__ � `� � I PRIVAT � � 2, zo - C9 ------- - I \ W D4, B 4705 P W C W -I - O�W -y--- J m 8,q I O a 1 _ 24' PRIVATE ROW - - - nR iz 12 0 W ® a ..,,v .r \. Q 3 o /.l`, F�i I� .'i _ OP 1 I EN sPg C - �( , 14 -4.� f r \! , 0 n °' D % l I REVISIONS JULY 13, 2018 Z ADD ADD'L Q 1 _ --�° I I \ I TOWNHOUSE UNIT ALONG OLD 11 10 I nII I (DC _ -P W Q y .r;,:S i 1 I TRAIL DRIVE 7A I .7 / -�� wY I 1 I r3 Z G7 I SEPT. 10, 2018 PER COUNTY COMMENTS - E_ - .� B L �� K 12 E-1AS E i Fi I ,2 � Z �+ , I 11 5A AFFORDABLE -_ 1 -?=p 1 I I I .. -- y I 10 I DATE 4A SCALE AFFORDABLE `-- � ROWCROS ------------_____-__ - �• // j �1 '\ SST------- BEET ----- --- --- 55' PRIVATE 1': -- --- � ' � \ - 2A -�_- - DB 470 ROW ---- _ 4 PG 379 I , „ - -- - ----------- 41,I '-� ROWCROSS STREET 55' PUBLIC ROW Z / 1 A/ /� / ... 7 ------ - --- ---- D B 4705 P G 6 5 ° I- -- 06 Z PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE Z Z W RETAIL RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABL TOTAL AREA 2 Q T 0 y z BLOCK BLOCK AREA CLASSIFIC (AC) ATION NON-RESIDENTIAL AREA (SQ. FT.) AREA (SQ. FT.) GROSS S.F. S.F. TOWN CONDO/ OF RESIDENTIA TOTAL # REQUIRED FOR RENT DETACHED ATTACHE HOUSE APARTMENT TOTAL UNITS L DENSITY MARKET RATE % OF TOTAL AFFORDABL FOR APARTMENT ACCESSOR TOTAL % OF BANKED COMPLETED LOTS UNITS D UNITS UNITS UNITS UNITS SALE Y NUMBER TOTAL UNITS UNITS (AC) I N Z 0 W (DU/AC) UNITS E S OF UNITS UNITS r 0 C � W 1A 2.17 mixeduse 24,231 10,855 0 0 0 38 38 17.5 31 82% 6 0 7 0 7 18% 1 7 1.29 0 0 7 24 31 8.4 26 84% 5 0 6 0 6 19% 1 1.29 Q Q 1B 2 3C 3.70 mixed use T9 mixed use 3C 3.2 28,731 46,029 2,500 14,500 0 0 0 00 0 0 0-0 0 0% 0 0 0 0 0 0% 0 3.7 0 0 0 12 12 3.8 0 0% 2 0 2 0 2 17% 0 3.6 f m J O 3B 3B 3.4 mixed use 0 0 0 0 37 0 37 10.9 31 84% 6 6 0 0 6 16% 0 6 1.2 O Q 3D 3D 1.0 0 0 3 0 0 0 3 3.0 3 100% 0 0 0 0 0 0% (0) 1 Z O 4 Block 7 3.1 mixed use 7 Ph. 1 1.1 mixed use 7 Ph. 2 0.7 mixed use 4,500 0 0 4,500 0 0 0 10 18 8 36 11.7 28 78% 5 8 0 0 8 22% 3 8 2.6 0 12 0 0 26 20 77% 4 10.9 0 0 0 6 23% 2 0 14 0 0 20.0 6 0 0 C J L G r 12/15/31A 5.1 SF 10 3.4 WA 0 0 0 1 0 30 7 13 1 0 50 1 9.8 38 76% 8 3 0 10 1 13 1 26% 6 10 3.6 0 0 25 0 7.4 4 0 0 0 East Village 16 6.5 N/A 30 3.5 N/A 0 00 0 0 0 24 1 7 0 0 4.8 0 0 3 2 14 0 0 0 120 4.0 95 79% 18 0 0 4 18 15% 0 6 29 0 0 5.6 0 0 3 3 P yTH Op Af W Q 17/18 6.2 N/A 3 -1 -BIC 1.2 0 0 0 0 15 0 12.4 4 0 0 �4. 11 13 14 3.7 mixed use 3.7 mixed use 4.4 SF 0 3,000 0 0 0 0 4 11 18 0 33 8.9 26 79% 5 6 0 0 6 18% 1 5 2.1 29 0 0 0 29 7.9 29 100% 4 0 0 0 0 0% (4) 3.8 20 0 0 0 20 4.5 20 100% 3 0 0 0 0 0% (3) 3.6 77 'Tagg/ 5/20/2021 22 5.4 N/A 12.0 SF 3.4 multifamily SF 360 0 0 0 0 0 0 0 0 0 0 190 190 35.2 161 85% 29 0 29 0 29 15% 0 0 30 15 1 0 45 3.7 33 1 73% 7 0 0 12 12 1 27% 5 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 0% (2) 1.8 9 0 16 0 25 8.1 25 100% 4 0 0 2 2 8% (2) 2 Ji�}rt/�yl L. J Li,, No. p 0 22847 �� Fg7.9 FILE NUMBER 8053 3.1 SF 0 0 14 0 0 0 14 1.8 14 100% 2 0 0 0 0 0% (2)+oNn�17 U23 SF 23.3 SF 0 0 0 0 21 0 0 0 21 12.4 21 100% 3 0 0 0 0 0% (3) 70 40 0 0 110 4.7 85 77 % 17 8 0 12 20 18 % 4 3.5 SF 81.8 0 017 109,351 - 53,029 29,855 0 0 0 17 4.9 17 100% 3 0 0 0 0 0% (3) 261 173 164 272 870 10.6 716 82% 131 45 44 46 135 15% 4 43 29.6 % OF TOTAL AFFORDABLE UNITS 33.5% 32.3% 34.2% NET BANKED 4 UNITS AVAILABLE 20 SCALE 1 0 20 40 SHEET SCALE IN FEET vl /a s/1'i`� 2/ :1 676 BLOCK 11 682 - .. I z 8°" m ... -. 660 674 ---- w W N y 2 U 614 w EX W/L 1� w w w —L. _ a �w �c� 0 � Q V GEN VALLEY DRI E 57' PUBLIC ROW W g e2 J� 0 aN �J UQ — W Lu Q - - - G� ' / N 5922'01'E N BLOCK 15}/�i�� ( I �z Wo sQ BLOCK 12 12-2 I I I I� I PHASE 1 I � � I I I o> z4 W� 2 Z n � W aw � I I it I, u I 13 14 15 16 1./ 18 �'` \ 616 I 676 I aN (� W 2 0 - - ADJUST EX. WM �:- _ I I I LOCATION TO BETWEEN I - - I O ul % _ _.. - PROPOSED DW I E I I ---- ! - - y els ro; I W REVISIONS JULY 13, 2018 ADD ADUL TOWNHOUSE TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE _ 6sS I i a REMOVE DOUBLE METER 1n ACE "�klT ' six ( I ' I iyr`" ', .l I Ij era .,' 3 / - I l Er los' \ r n / ar• , r 1 - " ;r?�E - /`74 \ I �� o I l i COURTMONT WAY - 6 .-' PG 24' PRIVATE ROW DB 4705 PG 656 SEPT. 10, 2018 PER COUNTY COMMENTS �63,= �- rCU TMONT— EX SAN E � s ° �- ---- ----_ -- --- U M s j 24' PRIVATE ROW S� REMOVE DOUBLE METER s \ s s — S — S I 4. m a N ,. / _. ESA ss � = F'9 � \ � � D —�-�.-�__=DAEI I r I ( I I I I 66-F l �.I t I 11 10 I SOIL DIVIDE ,, I I y_.! 0 W CD r OZ I =CA /. ,x ( (TYPICAL) E'"'r ,1 r / •;.v l r r r s:'9 I 8 I (7 � E, o I N C'I I / n22 I BLOCK 12 I I � � cC Z' fTt -1 I i R INTERVAL EET [��2 PHASE 2 I 1 1y REMOVE THIS METER / / (' G/ / 668 I 666 1 ® 1 I E\ ,zc,Erc;u I � Z l rn - / Ci,L'� -06 - 1— o Fa\ r' I / I O\� �L I r cm z RE -MOVE DOUBLE ... _ METER I c;ar -- 1 \-----���_ lp,—_-----...,�__ _ I I ' ° I�� I I I i LLI ° " z m j - 22 - r---- - - I \ I Qz W r --- � ROWCR S _ __ ___ __ _ -�__\— rREET - ---- --�- __ � � W w PRIVATE /`T -----!E _R Q w _-------� yy 12\3 79 S- 47uIse --- EK. 12' L -_ - 1 I 06 Z N Z o' REMOVE THIS METER / --- -- �- ,_ _ ''12 2 y_ �.\ +'I . sLIMIT - -- _ `--- __ ✓ . -_ - _ ----- — — r Q W •fie _ -"';l l'. Ja�-E E>hl'r ' - 'I^'--� -- __ — - -- -- - - _ CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 1018.50' 297.84' 296.78' N 76-11-J2- W 16'45'18.2' C2 1017.50' 261.78' 261.05' N 16'31'09' W 144426.4 M CC O O O Q m N2-,O,?zg.e ,..... - l o ., -. l-6 9 660 / — -- _ - "} a.,g Ev-:-,i's:, /r -..,rel. /I I --... L..., F66;' i - -- — — -- — — — _ — "— "— C3 25.00' 36.34 3422' N 1745'13' E 83'1T11.T LINE BEAR/NG L ) 05' 4704 656 :1 / - - --O DISTANCE Ll N 2457'44' W 14.28' L2 N 65'25%}9' E 24.00' cn 66 - 6sa 654 l." _ _. ..' J �C� .;� / ,- 652 / / /:. \ .. � //1 , �J6 / e - I US "'04 LTH of , Jim — o VJ NUMBER / 6 T-__ .. — -• 's - 7Y l y L. Taggdrt Lic 8053 / / %. % (meq S 'S2 /L 644 i \ -. E.\'. F' Ar EFa/N:a r— r,.r203 159_ F -'� v .. -S `-,�_•/ / / .•I zieai E vo� SCALE 20 0 1"=20' 20 40 / 633 ,%j - 648-- / �' � 3s e� SCALE I IN FEET SHEET I -- BLOCK 11 cn ti o �LU N� 2 2 0V iQ2 g 0,2 GLEN VALLEY DRIVE J? 0 N ai a 57' PUBLIC ROW Z W2 y F '5,-CP"�,G = cli . 5' SBL I J 24.00 I I I _ —.�E.\ sl UF'' �� — — cr R7 1 4D.P' '' Nf� Q y o R -1 13A I I BLOCK 15 LL ?VV W o of BLOCK 12 o _ NI 88.20 I I PHASE 1 Q.I mo aN ' - 12A _ AFFORDABLE a 1314 I 15 I I I 16 1� - I 18 1 i I I I o o azsa' C� I I I I I O W a 11A I- I _ I I ai R7-1 I I m 97. P -� ,"i� I I REVISIONS Noolm n. / I T _ 1. o I 8A. 4 J / 36B ,-E .. 'J/ACF ccrn'r - - I I i ;' r -,5y_ D3 I F. s, E 3 y I= I I 1 COURTMONT WAY JULY 81OA ADDADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE SEPT. 10, 2018 i �I S 9A T – �.\II '\ -_-_ 24' PRIVATE PER COUNTY �� w a - I / 4 m O �/� _ __ _ __ s— -...- L= ---_ ----- --- -- �• II o. i -- _ ROW \ _ DB 4705 PG 656 --- COMMENTS �r az„• ” o / COURTMONT W _ _–�_ Li " 8Ai Ox I 24' PRIVATE ROW --- - r/_---=_--�- JULY 13, 2018 N_ OP-1 nc sC' FIvx sro_.-n, . $ 3119 : \ EN �R7 0.8•12 - \pACEoQ '1O 1S"C-ALE 20 a_ 11 I I I ED O• Ec. I I A urn. F„1a7 9 8 I I 13' SIDEWALK & MAINTENANCE ESM'T ateLn 'o �,y TA I 7 z � II , /I I o ry 256 / I I BLOCK 12 I I D Z m I 6A5.8A I PHA SE2 i i1 AFFORDABLE l /R7-1 i' Y. REFAWING '✓YALE Sas O /o I 10I o / J/ E;- S.REEr ;rN r.. i _ _ . I I (h 061h .'. 5_ i 84.5 __.F'. LEI 4o92 • L — --- LU 'I1 - V, Z i'_ ____ 1 o AFFORDABLE I I RO OSS SRTREET -- " / 2A 6 � 6 I' J` / _ – – 1 O - = PRIVATE -- —� I ------- —�- _ �_ - - ' z Z . � m" __[= __ Ow DB 4704 P -- I �1 I N U LLI -_ R7-1 ..- air1A 3 79 --- - -' - - - -PROPOSED NOTE- SIGN DRIVEWAYS WILL BE ASPHALT LEGEND r U (j)L W � `nl. OEL 'AN E E lrrr 5' SBC ru o, / �• rr- - - _—---- _- ------- --_- ----- — -. _- / — -_ 1 : _._ -- __ �7-- _— _ _ C J — - -- — '— — --- - _../' — — / L TN REMARKS R7-1 "NO PARKING" SIGN 12"X18" -J O a E\'. A, S4 ;JPL c Du 4704 PG 57, r I / / \ / / / — — — — — — e r s -.n9'r El. NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT VE OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE MUCTD 5� G 0' j Op \ / M1TH `r R7-7 x ' — J, yr L. Tagg r� 22641 FILE NUMBER 8053 ,;11 ,I SCALE 1"=20' 20 0 20 40 SHEET SCALE IN FEET 4 / 9 - BLOCK 11 682 ... y U "4-- ..680 .I - W w W N y 674 U 0 IOU g a2 J� 0y w -- —w E WIL w GEN VALLEY DRI E 57' PUBLIC ROW Ill,,l�l=—,III=T=111 1J11= C¢ VQ 111 11-1 I I -I I II 7� i �11 I kw e,p /-------- --- --- --- --- U -- - -- AND ROLL CRIMP LL END OF COPPER PIPINGX12 O �N 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL T Lu V • I I I -- I 24" MIN, W2 O I I-_--_____ 13a _ - �/ i ' �' I z ! I o]BLOCK 12 I I SHUT-OFF CORPORATION STOP �, IL W F� ZQ � -;D.. PHASE 1 JI I W aw O° I 13 14 15 I 16 17 I - AFFORDABLE - _. 18 I I 2 0 a INSTAL WM IJ' LOCATION TO BETWEEN DWI I REVISIONS JULY 13, 2018 ADD ADD'L I: I m I „I a I I „\ IOV TYPICAL SERVICE TAP ABANDONMENT E` 1 RE DOUBLE METER I " " / sv T REMOVE \I �L!+J L E-'I'r TOWNHOUSE rr E - u r I UNIT ALONG OLD TRAIL DRIVE __� I .. O� - cc o_ Fc /d! •. INSTPER I - ... ,° - �'; \.. - 9ASTALLAWM LL WM r , ---- -- SEPT. 10, 2018 COUNTY COMMENTS - _ _ W o ; Q - s TMONT Wq� T ---- -- ms COU m j S 3 J ^� p '_ / ' __ 6 24' PRIVATE ROW S m - VA I 7 { Q, G /f----�:-:- _ ----- - QB-- a92 "TS FIG. W-611 REMOVE DOUBLE METER --/ -_-- -EG -Z-79 C-0 -I B ,,z -c I =DATEOPECc 1.210 11 I v scALE 13' SIDEWALK &l ✓., l/ l' j './ i3 ,a, P, J:. MAINTENANCE ESM'T 7A CONTOUR INTERVAL _ INSTALL WM / / BLOCK 12 I G PHASE 2 I 2 Feet 6A / ( I I ,\ bEd_ AFFORDABLE fK: I RE7a!;JINC' W"L REMOVE THIS METER --- !r' i / I I I 5A \- h INSTALL SAN. LAT.- " lir 3 r z - - - _. ; .' .. 72�\ - ti s _ , c / REMOVE DOUBLE METER `- -... -- /.- c -- - . I I m ---- l , _ - - - ,r 6' /, 12.2 - __ I ice_ -• ^.. -___ - _ � r -��..�I m 3a � � � / E XS--_ -- - �- \ '-'vt� 664 _ - _-1�1 -_ _- j - - i � .... . _ - _ _ - _ � E_ _ I 11` W _ - Z - - g••S --__ _-_ AFFORDABLE -'air s - v ;Fy - R0�{/CROSS --- - - — INSTALL WM �� �- u a SST-- —�_ -- ---- _ – _ A TE - — -- – / SA/V.� BEET/' _ 2A INSTALL WM ._.7----'_"-.,�-.ft- w - ---iry Ea ,_ ,i L LCS 4 � z N LU o O Of 4 Pfli 37 -- s- _ . / J W 0 5 _ es REVE THIS ME ER n z -z MO NOTE: ALL ABANDONED WATER SERVICES WILL NEED TO BE Y Q U Q a e __ ABANDONED AT THE CORPORATION STOP. SEE TYPICAL rY w — - _ — - - j _____- , • !_- / .'_ i b} '- - •:�, 662 --- •- SERVICE TAP ABANDONMENT DETAIL ABOVE. LL m O O - - evivaeL E_ra'r / '7= _... C WATER METER BOXES BETWEEN DRIVEWAYS WILL NEED m Z — 12- - 21 6 LIT � z % 656 sse uaL nr J I / ' / TO BE TRAFFIC RATED BOXES. SEE ACSA APPROVED PRODUCTS LIST. O G ,\/ - INSTALL WM // ,; - / 654 658 ✓ i , �6 _ 652_ / I �"'TH OF D 656 648 / { �.,, _ / - - - �' ._- / / L Ta,9 22841 FILE NUMBER eSSI } o41I F. CCCY77 �. r„'r✓rE D.;nE ✓/ - ._ 6F n 59:' IC J79, -NAL _ S sso - 640 . 638 ♦ /1.�: / / //..' •I SCALE 1"=20' 20 0 20 40 SHEET / 648 / MATCHLINE SHEET 8 /> x '6' I 4, SCALE IN FEET l o- a 5/9 MATCHLINE SHEET 7 � „4 6 LG 1;.� FG i;_"+ 660- { i ', (may) iF2 ){\ 6 Z E58 �.�'' /I I+ Z �I ` _ 656 / \ �( 666 654 13 .. o .. I 652 BLOCK 31 ..._.._._.650 /l 11 ur - 648-.- , -_ � n\ B /la a4a k/ o I I 644 , i _.... f / I 65 J", r --- 91 1 042'' ''- - 648 I s \ S S I I S r I I _ 5 -- - _ I F I / ., 5'� � F' / \ - �� � w W N -H � Qo CL 0 p ccW 2.� QZ JJZ J O � _ mQ W w v k 'Vf. s N Of Q W LL Lu W W W o R � w W REVISIONS JULY 13, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG� TRAILDRIVE \ SEPT. 10.2018 PER COUNTY COMMENTS ----------- � \ � DATE JULY 13, 2018 \\ �\\ CONTOUR INTERVAL 2 Feet \ _x W / / - / GRADING NOTES: 1. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS CERTIFIED BY AN ENGINEER THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES) TO USE THE DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET THAT THE AGENT DETERMINES WILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE BODY ON THE DRIVEWAY OR THE STREET. ADDITIONALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN AREA IN FRONT OF THE PROPOSED GARAGE, OR AN AREA PROPOSED FOR VEHICLE PARKING WHERE NO GARAGE IS PROPOSED, THAT IS NOT LESS THAN EIGHTEEN (18) FEET IN LENGTH THAT WILL BE GRADED NO STEEPER THAN EIGHT (8) PERCENT. 2. AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT IS LESS THAN TEN (10) FEET, FROM THE PORTION 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. SCALE 1 "=20' 20 0 20 40 SCALE IN FEET STORM SEWER SCHEDULE ks &; PIPE# FROM.,. TO„_, --- PIPE DESCRIPTION __ r .- 23 24 22 �v 32 L. F, of H. D. E. 15"Storm Pipe 21 22 188 103 L. F. of H.P.D.E. 15"Storm Pipe 18A 18B 18 25L. F. of H. P. D. E. 30 Storm Pipe 17 18 16 58L.F. of H.P.D.E. 30 Storm Pipe 15 16 14(Outfall) 56L. F. of H. P. D. E. 30 "Storm Pipe 12 13 Ex. 41 59 L. F. of H. P. D. E. 15 Storm Pipe 10 11 9 55 L.F. of H.P.D.E. 15 " Storm Pipe 8 9 7 425L. F. of H. P. D. E. 15 "Storm Pipe 6 7 8 144L. F. of H,P.D.E, 15"Storm Pipe 4 5 3 43LF. of H. P.D.E. 15 " Sform Pipe 2 3 1 18 L.F. of H.P.D.E. 15 " Storm Pipe 1A 1 1B 6OL.F. of H.P.D.E. 15"Storm Pipe Typical Ya'dIRoof Leaders 75L.F. of H.P.D.E. 8 ^ Corrogaled Under Wall Conn. to Str#24 12L.F. of H.P.O.E. 12 " Dual Wall 112 Under Wall Conn. to Str#20 12L. F. of H.P. D. E. 12 " Dual Wall N-12 INLET SCHEDULE 11/3/2015 SLOPE-,,_ ,�i,IN ,., OUT 0.63% .• INV(IN)= 657.40 INV(oUT)=657.20 1.56% iNV(IN)= 655.45 INv(our)=653.85 3.62% INV(IN)= 653.75 INV(OUT)=652.85 3.02% IW N)= 650.75 IW(OUT)=649.00 0.89% IW(IN)= 642.95 INV(OUT)=642.45 4.40% IW(IN)= 668.50 INV(OUT)=665.90 2.89% INV(IN)= 665.00 INv(OUT)= 663.40 2.88% WV(IN)= 662.55 IW(OUT)=661.35 2.93% INV(IN)= 660.60 INV(OUT)=656.40 0.69% INV(IN)= 656.30 IM/(oUT)= 656.00 15.28% INWN)= 649.00 INV(oUT)= 646.25 0.50% INV(IN)= 645.05 INV(ouT)=644.75 0.50% INV(IN)= 660.95 IW(OUT)= 660.20 2.08% INV(IN)= 657.75 INV(OUT)= 657.50 2.08% NV N)= 659.25 INv(OUT)= 659.00 1113/2015 r W L r Z Q Z T W 2 C Ga. R t V Z X11 V U N W J U r L W \/ J U Q O M "' LL JJm J O �w Q LLMYY Z V _ C L O STRN L STATION i P}.TH OF '2 ( JI y' L. Too r 0 22641 24,4' fS510 NA1 ENG NOTE. ALL ;%ORK RELATED TO REV. DATED 07/73,2018 IS CERTIFIED BY JIMMY LTAGGART P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. 1B(Ouffa11) 2+57.4 1 2+37.4 3 2,5 s.2o.os 5 2.5 9+20.Ofi 7 8.0 fo+s5.30 9 2.5 f0+97.96 11 4.0 7-30.83 14 (Outfall) i6 MH 18 MH 188 4.7 11+81.23 22 8.0 10+87.27 24 8.0 f0+87.27 DESCRIPTION Enrl Wan Invert 644.50 VDOTSrD MHA VDOTSrD DI -3A VDOT STD DI -3A VOOTSTD DI -3B VDOT STD DI -3A VDOT STD DI -3B Entl Wall, 30'Skew Invert=644.25 VDOT STD OI -2D VDOT STD DI -2C VDOT Sri) DI -3C TOP NOSE H 85].00 1195 ssyso TImE' 12.0 661.]5 ttE'6' S5 sss 14 T�" es 670.89 , 8.3 -rvr,=B 672.44 -nF '6' 7.4 653.60 iv�'B' 10.7 662.6] Trf1='e' 11.9 665.15 11.4 664.35 nR=e 8.9 664.35 ttF£'B' 7.0 1✓ t'�/I�s/l� � FILE NUMBER 8053 SHEET 6/9 FRONTYARDS 10" LANDSCAPED 4" BRICK CAP MAX. SLOPE = 2:1 GALV. BRICK TIES (1 per 8 Facial s.f.) 2" I.D. X 12" - BIT. COATED GALV. STEEL POST SLEEVE 5' SIDEWALK CURTAIN WALL FOUNDATION DETAIL NTS PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS & FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE) -. RETAINING WALL PLAN VIEW '0E7 Fk/LA-E 0,"j. E -.i'7 O 11\ I III I r' s - -_ z -z ri �' S Ex. S" SAN, SEW. 5 COU TMONT I s 24' PRIVATE ROW ° — 7 / I - , j CE51 4592 FT` T 0) 37, 1? I _ M I "GJ 11 I b 1 0W� I 10 I 9 I 0 i, e. AC34 LDL Esl,EF 1 I I �r / o r BLOCK 12 I II J D -- - I o Z 'l1¢_z PHASE 2 I �' m l R TAlnmWc rVTL / I ZI - L- 666 _. -_ - o V, 664 —i—s NOW _-- —ROSSSTREET PRIVATER9 -rX` 470p---- —1- ----- ,_ - I _ / 1-7 IL WALL CONSTRUCTION NOTES: 1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM. 2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 685 3.) ROOF LEADERS FROM LOTS 8-12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS & DRAIN TO THE INLETS, AS SHOWN. 4.) ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1% AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING. 5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES & DETAIL SHEET. #3 Horizontal @ 8" O.C. - BEND REBAR THROUGH FOUNDATION - I CONTROL COMPACTED FILLI 95% COMPACTION 3,000 psi Concrete %~ Q 3m F ° K Z- 12 a - 3 Z s CONTROL COMPACTED FILL _ Q O -95% COMPACTION LOCATE COMPACTION 957 _ 5' LONG KEYWAY ON 12" STRINGER PIER BETWEEN CURTAIIN WALL FOUNDATIONS \ 6"orb"CPP _ (Location Varies along Heel) j CONTROL COMPACTED FILL_ 95% COMPAC11ON STEP CURTAIN WALL & FOUNDATION TO MAINTAIN 4" MINIMUM WALL HEIGHT #51 tical @ 12" O.C. ' Entry: to s 3 _ (Hook into Foundation)4 En _ #5 Horizontal12" O.C. (Add 1 per Foot of Height) 3 MIN wioTH 45 Horizontal @ 12" O.C. CURTAIN WALL SECTION NOTE: 24" MIN. BETWEEN STEPS IN FOUNDATION TYPICAL SECTION W ri 6" Max. CURTAIN WALL 4" BRICK FACE FACED WITH BRICK a 6" Max. WALL MAX. EXPOSED CURTAIN N.T.S. o #5 Verticals @ 6" O.C. HEIGHT 6 INCHES WALL HEIGHT = 4 INCHES U 1. - �l STEP WALL TO (Hooked into Toe) (3)24" #4 EXPANSION DOWEL WITH GREASED DOWEL #5 Rebar @ 12" O.C. 2+54 Ye" RADIUS (TYPICAL FOR CURTAIN WALLS) Horizontal S&T Bars r N0.57 (TYP.) _-1.- LANDSCAPED SLOPE AGGREGATE -- J GALV. BRICK TIES 655 FULLY ENCAPSULATE 12 BACKFILLED STONE EXP. (1 per 8 Facial s.f.) � w/ FILTER FABRIC 1 5' SIDEWALK _ SUBGRADE STAIRS 2 2" SEPARATION BETWEEN a _ 24" 1/4 EXPANSION CONCRETE FACE & REBAR JOINT FILLER (Llnd� St p ). PROPOSED GRADE �DIA. PVC DRAIN - 4" MIN. COVER 6SD AT AT 5' O.C. _ k _ as' 12" Typ.(Increase @ Stair Locations) -WIRE SCREEN i 5' SIDEWALK Brick Ledge 4 E COMPACTED SUBGRADE 1 54" T10" 6' or8" CPP #7 @ 18" O.C. #3 @ 8" O.C. 2,-4„ V (Filter Sock) . V' T L`' ��y 16,.or8"-CPP II 'III �- -I 1 (H 18" O.C. � �e 2" MIN. TYP. 12(Hook Down into �I 3 P Over -Turn Key) COMPACTED SUBGRADE Longitudinal Depth Varies �� #3 Bars @ 8" O.C. (Bed Pipe w12"-12" #57 Stone 1SCH. 80 PVC2�(Full-Width S&T) Maintain Min. Slope =1.000%) Priv. W1L Sleeve #5 Rebar @ 18" O.C. ( ) Horizontal Bars 6" Maximum * ALL CONCRETE SHALL BE 3,000 psi AIR -ENTRAINED CONCRETE CONCRETE RETAINING WALL NOT TO SCALE FACED WITH BRICK GALV. BRICK TIES (1 per 8 Facial s.f.) 2" I.D. X 12" - BIT. COATED GALV. STEEL POST SLEEVE 5' SIDEWALK CURTAIN WALL FOUNDATION DETAIL NTS PROVIDE MIN. 4" WALL HEIGHT (STEP CURTAIN WALLS & FOUNDATION AS NECESSARY TO MAINTAIN 4" OVER FINISHED GRADE) -. RETAINING WALL PLAN VIEW '0E7 Fk/LA-E 0,"j. E -.i'7 O 11\ I III I r' s - -_ z -z ri �' S Ex. S" SAN, SEW. 5 COU TMONT I s 24' PRIVATE ROW ° — 7 / I - , j CE51 4592 FT` T 0) 37, 1? I _ M I "GJ 11 I b 1 0W� I 10 I 9 I 0 i, e. AC34 LDL Esl,EF 1 I I �r / o r BLOCK 12 I II J D -- - I o Z 'l1¢_z PHASE 2 I �' m l R TAlnmWc rVTL / I ZI - L- 666 _. -_ - o V, 664 —i—s NOW _-- —ROSSSTREET PRIVATER9 -rX` 470p---- —1- ----- ,_ - I _ / 1-7 IL WALL CONSTRUCTION NOTES: 1.) CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO PREVENT SEDIMENT FROM ENTERING THE ROOF & FOUNDATION DRAINAGE SYSTEM. 2.) ALL CORROGATED PLASTIC PIPES SHALL BE FITTED WITH A GEOTEXTILE, NON -WOVEN DEWATERING SOCK PRIOR TO INSTALLATION. 685 3.) ROOF LEADERS FROM LOTS 8-12 SHALL DIRECTLY CONNECT TO THE FOUNDATION LEADERS & DRAIN TO THE INLETS, AS SHOWN. 4.) ALL ROOF AND FOUNDATION LEADERS SHALL HAVE A MINIMUM SLOPE OF 1% AND SHALL BE PROPERLY BEDDED TO AVOID SLUMPING. 5. ADS GRATE INLETS, PRODUCT APPLICATION, CONFIGURATION AND INSTALLATION SHOWN ON THE LANDSCAPE NOTES & DETAIL SHEET. #3 Horizontal @ 8" O.C. - BEND REBAR THROUGH FOUNDATION - I CONTROL COMPACTED FILLI 95% COMPACTION 3,000 psi Concrete %~ Q 3m F ° K Z- 12 a - 3 Z s CONTROL COMPACTED FILL _ Q O -95% COMPACTION LOCATE COMPACTION 957 _ 5' LONG KEYWAY ON 12" STRINGER PIER BETWEEN CURTAIIN WALL FOUNDATIONS \ 6"orb"CPP _ (Location Varies along Heel) j CONTROL COMPACTED FILL_ 95% COMPAC11ON STEP CURTAIN WALL & FOUNDATION TO MAINTAIN 4" MINIMUM WALL HEIGHT #51 tical @ 12" O.C. ' Entry: to s 3 _ (Hook into Foundation)4 En _ #5 Horizontal12" O.C. (Add 1 per Foot of Height) 3 MIN wioTH 45 Horizontal @ 12" O.C. CURTAIN WALL SECTION NOTE: 24" MIN. BETWEEN STEPS IN FOUNDATION TYPICAL SECTION W TW ELEVATION MAINTAIN TOP OF WALL HOUSE CURTAIN WALL 6" ABOVE FINISHED GRADE y FACED WITH BRICK 1+46 WALL MAX. EXPOSED CURTAIN N.T.S. "MIN. 660 HEIGHT 6 INCHES WALL HEIGHT = 4 INCHES U 1. - �l STEP WALL TO 2+32 (3)24" #4 EXPANSION DOWEL WITH GREASED DOWEL MAINTAIN 4" ABOVE WALKWAY 2+54 Ye" RADIUS (TYPICAL FOR CURTAIN WALLS) 6' PLANTING STRIP r 3,000 ps' CONCRETE ROUNDING (TYP.) _-1.- LANDSCAPED SLOPE CA ROWCROSS STREET -- J 2:1 MAXIMUM GRADE 655 ��12"'111 EXP. —__ ---- -'I -CONCRETE EVERY 4TH RISER 1 5' SIDEWALK _ SUBGRADE STAIRS 680 675 670 665 W TW ELEVATION 0+00.00 (BEGINNING OF WALL) EXPOSED W/ COMPACTED�SUBG�-DERETAINING 0+14 1+46 WALL MAX. EXPOSED CURTAIN It to "MIN. 660 HEIGHT 6 INCHES WALL HEIGHT = 4 INCHES U 1. - 670.67 2+32 (3)24" #4 EXPANSION DOWEL WITH GREASED DOWEL Z Z 2+54 Ye" RADIUS SLEEVE(4" MIN. COVER) 00 2+75 (END OF WALL) 3,000 ps' CONCRETE ROUNDING (TYP.) _-1.- C � LL 655 EXPANSION JOINT EXP. COMI ACTED EVERY 4TH RISER JOINT _ SUBGRADE a _ 24" 1/4 EXPANSION DOWEL WITH GREASED SLEEVE (Llnd� St p ). 12' O.C. (TYP.) 12" TYP. - 4" MIN. COVER 6SD _ k _ as' 1/4' PER I'M- 'Max. i 680 675 670 665 FROM STATION 4" CONCRETE WAMAX. TW ELEVATION 0+00.00 (BEGINNING OF WALL) EXPOSED W/ COMPACTED�SUBG�-DERETAINING 0+14 1+46 WALL MAX. EXPOSED CURTAIN 1+46 "MIN. 660 HEIGHT 6 INCHES WALL HEIGHT = 4 INCHES 2+32 670.67 2+32 LANDSCAPED FROM YARDS - FINISHED GRADE MAX. SLOPE 2:1 _ 2+54 Ye" RADIUS 669.92 .. . 2+75 (END OF WALL) 3,000 ps' CONCRETE ROUNDING (TYP.) _-1.- C � 655 EXPANSION JOINT COMI ACTED EVERY 4TH RISER _ SUBGRADE a _ 24" 1/4 EXPANSION DOWEL WITH GREASED SLEEVE (Llnd� St p ). 12' O.C. (TYP.) 12" TYP. - 4" MIN. COVER 6SD _ k _ 1/4' PER I'M- 'Max. i 4 E N V . V' r_ L`' ��y 16,.or8"-CPP II 'III .� CURTAI I See Plan Viewy = FROM STATION TO STATION TW ELEVATION 0+00.00 (BEGINNING OF WALL) 0+08 667.67 -670.67 0+14 1+46 670.67 1+46 1+64 670.67 1+64 2+32 670.67 2+32 2+54 669.92 2+54 2+70 669.92 2+70 2+75 (END OF WALL) 669.92 - 666.92 PROFILE SCALES SCALE 1" = 5 VERTICAL 5- 2,5 SCALE IN FEET PLAN VIEW SCALE SCALE I" 20 20 1C 0 SCALE IN FEET 20 40 D NOTE. ALL WORK RELATED TO REV. //l1, DATED 07/75/2015 IS CERTIFIED BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PL 1VS FOR EARLIER CERTIFICATIONS, RETAINING WALL PROFILE 685 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOCATE 4'x6"(2:1 SIDES) 24" N to -Plast Yard Inlet Schedule �12 6 5' LONG KEYWAY ON 12" y 11/3/2015 - (TYP. STRINGER PIER BETWEEN Referto Construction Installation Details located on the Landscape Plans _ _ 2.9 x 2.9 I.I.F.(LOCATE SLOTTED CURTAIN WALL FOUNDATIONS STIR # DESCRIPTION TOP Invert= STRINGERS AT THE THE TOP OF THE LOCATE 4"x6'(21 SIDES) STEPS; ADD MIDDLE 18' 5' LONG KEYWAY FOR STRINGER WHEN 12 R1 24" Nic! Inlet 671.00 664.00 i FRONT ENTRY STAIRS OR MORE RISERS) R2 24" Nylo-PlastYard Inlet 67100 66400 �- CONSTRUCTION BETWEEN CURTAIN WALLS 1 STAIR DETAIL NTS R3 24" Nylo-Plast Yard Inlet 673.00 665.00 R4 24" Nylo-Plast Yard Inlet 671.00 665.00 680 675 670 665 660 655 650 %�j F�1 N U wW Nrx Z DUI NQ �a,I"9 ¢� zo 0 Cc LU s@j ZooWo a�2 o W w �y �V JZ ccN V W� 0 J h0 0L �0) 111512 � �2 wo ¢ 6� W(LOC pn W (L Lu 2°' Qy �W w W% Z= o a REVISIONS JJULY 13, 2018 ADD ADD L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE SEPT. 10, 2018 PER COUNTY COMMENTS =AT.E SCALE AS SHOWN CONTOUR INTERVAL 2 Feet M 0 N r � 0 W IZ 0 CL J I Q Z o Y�('3 Q Q U Z � O O Z M m Z � LCL 0 FILE NUMBER 8053 SHEET 7 C � J E N V V' L`' .� CURTAI WALLS E" IS m BE IN WIT CONST TEN m o TOP ELEV. /MAIN WALL o C NSTRUC WALL 2 ++ ABOVE ADJACENT S1-_ PS) + 0 - \ - - - - Controlled Cc patted Fill - - - - - ' Exceed 95% Compaction ---- — _R _ \�y Controlled ompacted Fill- CTL- ROWC IREET(55' S !__— Exceed 95 Y. Compaction SEE P OFI� , TW ELEVATION FIN SHED GRADE --- EX. GRADEOFFSET -5.0- EX. GRADE OFFSET 5.0' - EXI 3TING GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOCATE 4'x6"(2:1 SIDES) 24" N to -Plast Yard Inlet Schedule �12 6 5' LONG KEYWAY ON 12" y 11/3/2015 - (TYP. STRINGER PIER BETWEEN Referto Construction Installation Details located on the Landscape Plans _ _ 2.9 x 2.9 I.I.F.(LOCATE SLOTTED CURTAIN WALL FOUNDATIONS STIR # DESCRIPTION TOP Invert= STRINGERS AT THE THE TOP OF THE LOCATE 4"x6'(21 SIDES) STEPS; ADD MIDDLE 18' 5' LONG KEYWAY FOR STRINGER WHEN 12 R1 24" Nic! Inlet 671.00 664.00 i FRONT ENTRY STAIRS OR MORE RISERS) R2 24" Nylo-PlastYard Inlet 67100 66400 �- CONSTRUCTION BETWEEN CURTAIN WALLS 1 STAIR DETAIL NTS R3 24" Nylo-Plast Yard Inlet 673.00 665.00 R4 24" Nylo-Plast Yard Inlet 671.00 665.00 680 675 670 665 660 655 650 %�j F�1 N U wW Nrx Z DUI NQ �a,I"9 ¢� zo 0 Cc LU s@j ZooWo a�2 o W w �y �V JZ ccN V W� 0 J h0 0L �0) 111512 � �2 wo ¢ 6� W(LOC pn W (L Lu 2°' Qy �W w W% Z= o a REVISIONS JJULY 13, 2018 ADD ADD L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE SEPT. 10, 2018 PER COUNTY COMMENTS =AT.E SCALE AS SHOWN CONTOUR INTERVAL 2 Feet M 0 N r � 0 W IZ 0 CL J I Q Z o Y�('3 Q Q U Z � O O Z M m Z � LCL 0 FILE NUMBER 8053 SHEET 7 -- BLOCK 11 cn w y o w _ - _ — Er. 411L -----Q.¢' zo >o GLEN VALLEY DRIVE PUBLIC ROW g Q. J� 0 2N u�i¢ O wg 57', — 2 w k d Z ¢ N I d i I I I I i BLOCK 111 /�_ 13A , I I o� 'Lu I I BLOCK 12 I `� Z^ _ 22 PHASE 1 I I, W �¢ aw 0°' 12A 13 I _ AFFORDABLE jC- __ l I I - - -_ 14 I 15 ' ' 1� - I I I 1 '✓ 1 U I t 1 2 LU Z p O 11A I •_ ____ _s ° 10A ` ....\ I ` I I REVISIONS JULY 13,2018 •. _ — i Ee Fl- rE c ,lrJa c r ! l ADD ADD'L TOWNHOUSE ALONG OLD I = ce ,�J^ Fr ,a A I I _ o Ee. I° Ok re „E lR =B _, P I II I I COURTMONT WAY TRAIL DRIVE SEPT. 9A p- _ - ({22, W — --- — Ql I \ h_ 24' PRIVATE ROW DB 4 705 PG 656 10, 2018 PER COUNTY COMMENTS II J j 21 COU _ _-- — �;1� TMONT W I �') l I H S EX. 8' �4N� .,EV✓ S S g 24' PRIVATE ROW p K I 8A I ,i,,—�_ \ S s ', s --=�— s \ \ -== - _ —� s s --- ------ - I \ I OP,EN _ i i I -/I- -- P . LD• I \ F, '•cr�l=' I =DATE.U7 .. SP p qCE I I _ . s r„vr� D �u m _ I l SCALE / 19 I _ I rli C� I I ��1 10 13' SIDEWALK & / /�, ro' E,: I s. 1.L. ESFJ'T I LB 4100 MAINTENANCE ESM'T TA 9 $ l F— O I I ( 1” = 20' / _ A BLOCK 12 i/ I I I I Z- m e �� PHASE 2 i I I 6A �—; �' ,� ? f i 1� 1 1 AFFORDABLE � �\ � /' / l I' KP 5A / 6 / - `� ARP I • ,ALL I 06 _ P:m V� iGN \, I l �PAQp I i PA / - -- _- - I AR I ' `' Lel ' I I W i _ KP % QP! I /Lu -_ �---w I 0 ' AFFORDABLE '�- � ' - ROWCp� S AR 2A . _ - RfVATE �gw -' -- — 470 P - -- — —� L g �R - N — 00 W c�i 7g - $ /,\s LANDSCAPING NOTES: Y U l FEED - - - a - , KP 1 A J / / / KP _ �- - _.- - . / BAR — .= "' _ - --- -- v j T - AR - — - — -- — — 1 , 4 STING TREES - =, SYMBOL DENOTES EXISTING Q U w O a - _ i PA I - . —1 _ Q E 5V T op B +, F ( ---- , or acc rl. Er r- Z8`e_B 4;1 _ I AR = y — SYMBOL DENOTES PROPOSED TREES _ F- O / -- — c c, : Fc 0p PITH 3\ NUM BER 8053 E\. Ph l h M1!i Pll SCALE 1"=20' 20 0 20 40 SHEET i/ /'�. /` 14\, I SCALE IN FEET 1�) IL'�(�5�� p 8/9 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY OF TRANSPORTATION OT. THIS EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT (VDOT). PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. _. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS I. THE PLAN APPROVING AUTHORITY MUST BE NO TIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 62.5-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MANTANED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND \ DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILWATIONIS ACHIEVED. S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF 113E EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.128. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OFALBEMARLE. 14, BORROW, FILL 012 WAS'T'E ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED N A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN. REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF'THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND N THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/1JUST, ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/I MOST, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT I OOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT I80LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND OS% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19, MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SHREI MULCk STREET TREE REQUIREMENTS. NOTES & DETAILS STREET TREE CALCULATIONS - ROWCROSS STREET 490 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 40 LINEAR FEET = 12.25 STREET TREES REQUIRED 12 STREET TREES PROVIDED STREET TREE CALCULATIONS - OLD TRAIL DRIVE 265 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 40 LINEAR FEET = 6.63 STREET TREES REQUIRED 9 STREET TREES PROVIDED man= QUANTITY SYMBOL BOTANICAL NAME COIvI'ION NAME HEIGHT CALIPER © PLANTING SPACING SPEC`;. 10 YR. CANOPY PROP. 6 KP KOELREUTERIA PANICULATA GOLDEN RAIN TREE 2.5" MIN. 12' AS B & B' 380 6 PA. PLATANUS X ACERIFOLIA LONDON PLANETREE 2.5" MIN. 12' B & B' 368 3 QP QUERCUS PHELLOS WILLOW OAK 25" MIN. 12' B & B' 370 9 AR ACER RUBRUM & CVS. OCT. GLORY, RED SUNSET 2.5" MIN. 10' SHOWN B & B' 397 PROPOSED SITE AREA PHASE 2 OF BLOCK 12 = 1.39 ACRES 15% SITE TREE CANOPY REQUIRED= BLOCK 12, PHASE 2 CANOPY = 9,083 S.F. SITE CANOPY PROVIDED (10 YR PROJECTED) PROPOSED BLOCK 12 TREE CANOPY= (6*380)+(6*368)+(3*370)+(9*397) = 9,171 S.F. STREET TREE NOTES & MINIMUM STANDARDS: 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT, 2. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. GALVANIZED GUY WIRE 2"X2" HARDWOOD STAKES 1 20'D OD ROM "o" pp .`j rr? Ji y/L. Tagg' Lia No. 2 Pa 22841 \� FSSIONAI ENG pFl V Lu m U 0LO rn< IO NQ Q. Q^ Cry¢ Q: Lu 95 2 OU �o vi 5 Q z _ K 20�W¢ Q UQ �W J2 'N rz Q• ¢coi z UNot ¢U S2 `TLS y0 0� co Lu 1�1 2 W o �7 0' U o W �¢ o W 4W M rn W Z Otll%0 REVISIONS AJULY 13, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE SEPT. 10, 2018 PER COUNTY COMMENTS DATE JULY 13, 2018 1 D U M J_ W Q WW _a Q Z w W a W ) I F N ZO r W Z 0 W J U Q Z MO fr Q W Z '^ QvJ O Z g FILE NUMBER 8053 SHEET 9/9