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SDP201800074 Plan - Submittal (First) Initial Site Plan 3028-09-24
CENERAL NOTES OWNER: BELLEVUE REAL ESTA TE LLC �` u 16 PINEY GLEN COUR T ,T I { POTOMAC, MD 20854 DEVELOPER: STANLEY MAR77N HOMES r 404 PEOPLE PLACE, SU17E 303 UTILITIES, GRADING &DRAINAGE PLAN CHARLOTTESKLLE, VA 22911 ENGINEER: COLLINS ENGINEERING LUT- 200 GARRETT ST, SUITE K ROADS CHARLOTTESVILLE, VA 22902 �a 50' (434)293-3719 TAX MAP NO.: 090000-00-00-03100 (DB 3786, PG.060) �- ----- 1960 AVON STREET EXTENDED LU0 CHARLOTTESVILLE, VA 22902 TOTAL AREA: 5.262 ACRES ZONING: PRD PLANNED RESIDENTIAL DEVELOPMENT DRI VFWA Y CUL VERT (ZMA 2012-0004 WITH ENTRANCE CORRIDOR OVERLAY (EC)) as A VARIA77ON IS BEING REQUESTED WITH THIS INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLA T PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDENTIAL LOTS 'F 28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH UNITS) o 2 EXISTING SINGLE FAMILY DETACHED RESIDENTIAL UNITE DENSITY ALLOWABLE DENSITY PER ZMA APPLICA77ON PLAN: 6 DUMC z TOTAL ALLOWABLE NUMBER OF LOTS: 30 TOTAL LOTS -�0 TOTAL NUMBER OF PROPOSED UNITS_• 30 RESIDEN I7AL LOTS PROPOSED VARIATIONS.• A VARIATION TO THE APPROVED APPLICA77ON PLAN IS BEING SOUGHT WITH A WAIVER REQUEST 77 -IAT SHALL ACCOMPANY THE REVIEW AND APPROVAL OF THIS IN177AL S17E PLAN AND PRELIMINARY SUBDIVISION PLAT. THE WAIVER SHALL INCLUDE A MODIFICATION TO THE I ; LOT LAYOUT FROM 77 -IE ORIGINAL APPLICATION PLAN, A MODIFICATION TO THE ROADWAY &» NETWORK (BUT WLL KEEP THE SAME ROADWAY CONNECTIONS), AND A MODdFICATTON TO ° 11 TIME SETBACKS (BASED ON THE ROADWAY CHANGES). OPEN SPA CE. EC -2 DITCH 240.55 " I L - TOTAL OPEN SPACE PROPOSED = 1.316 AC (25X) OPEN SPACE A: 8,296 SF LUT OPEN SPACE B. 49,040 SF TOTAL OPEN SPACE REQUIRED (25%) = 1.316 ACRES ' 12 OPEN SPACE TO BE OWNED AND MAINTAINED ,BY 771E HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN 771E SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE; BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT 15' MINIMUM (18' MINIMUM FROM R11W OR EDGE OF SIDEWALK TO GARAGE) SIDE: NONE - MIN. 10' BUILDING SEPARA T70N REAR: 5' MINIMUM (ADJACENT TO OPEN SPACE) 15' MINIMUM (ADJACENT TO A PROPERTY UNE) SUBDIVISION 57REETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS S17E 1S NOT LOCATED W THIN A PUBLIC WA IFR SUPPL Y RESERVOIR WA TERSHED. AGRICUL TURAV FORESTAL DIS77?ICT NONE TOPO & SURVEY• 771E BOUNDARY LINE AND PARCEL INFORMA77ON WAS PROVIDED BY ROUDABU7SH, GALE AND ASSOCIATES MAY 2018 THE TOPOGRAPHY INFORMAT70N IS BASED ON FIELD SURVEY COLLEC7FD IN MAY 2010. THE PROPERTY IS CURREN7LY BE SURVEYED FOR UPDATED TOPOGRAPHY FOR 7HE FINAL SITE PLAN. INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING AUGUST 2018. DA 7UM., NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS LIGH77NG: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT: PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 28 SFA UN17S + 2 SFD UNITS = 60 OFF-STREET PARKING SPACES 7 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 67 SPACE,; PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES, (2) SPACES PER LOT = 60 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 24 SPACES TOTAL PARKING SPACES PROVIDED: 84 TOTAL PARKING SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE. BUILDING SITES: PARCELS 1-30 EACH CONTAIN A BUILDING 5I77- THAT COMPLIES WITH HE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WPTH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS 7HERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRI77CAL SLOPES: 7HERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON 7HE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG 7HE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE IN ADDIT70NAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADD177ONAL 1NFORMA TION ON 7HE REQUIRED AND PROPOSED LANDSCAPING BUFFERS TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWA7ER MANAGEMENT: AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUAN77TY REQUIREMENT FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS. A LEVEL SPREADER SHALL BE INSTALLED AT THE OUTFALL OF THE STORMWA]ER MANAGEMENT FACILITY TO DISSIPATE THE RUN-OFF FROM THE FACILITY. AVON ARK II DEVELO MENT INITIAL SITE PLAN & PRELIMINARY SUBDIVISION SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA TMP 90-30 N F CARP D BROOKS JR - DB 4B58 PC 406 GRAPHIC JSCA d' 50 0 25 50 " 9°68•.. 200 ( IN FEET ) 1 inch = 50 ft. IMPERVIOUS AREAS: THE TOTAL OVERALL S17E IMPERVIOUS AREA CAN NOT EXCEED 37X PER 7HE APPROVED ZMA APPLICA77ON PLAN: ROADS: 0.59 AC (PAVED CIRCULATION PARKING AREA = 25,740 SF) SIDEWALKS. • 0,11 AC BUILDINGSIDRI VEWA YS 1.13 AC TOTAL: 1.83 AC (34.8.% IMPERVIOUS AREA) PROPOSED USES: LOTS: 130, 940 SF (3.006 AC) ROADS (R/W): 41,092 SF (0.94 AC) OPEN SPACE.- 57,J25 SF (1.316 AC) OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON S17E OR WITHIN EXIS77NG RIGHT-OF-WAY. THERE ARE ALSO EXIS77NG OF -SITF EASEMENTS FOR THE ROADWAY AND U77LI Y CONNEC77ONS TO 77 -IE AVON PARK DEVELOPMENT. _g y; TMP 90-30A ' NIF CARY D OR MYRTLE T BROOKS DB 1191 PC 396 i TflrrrP 90---31 � �1 �,F 2 ,, LOT 29 40,020 SIF 0.92 ACRES IF IN f�10N @ O 28' NOTES• 1) 7741S PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL 771E PUBLIC STREETS 40' O.C. IN ACCORDANCE 1077H VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. LOT 3Q 40j"S f=- .92 ACRES �—.�— �` u 0 ,T I { 2 LOT I r 1+ UTILITIES, GRADING &DRAINAGE PLAN T f TYPICAL SECTIONS, NOTES, & DETAILS .'_-; LUT- ; ROADS l O �a 50' CN s~ , �- ----- ---. LU0 CULVERT LO - I V �— DRI VFWA Y CUL VERT as DROP INLET & STRUCTURE NO O C 'F o CURB LUT z CURB & GUTTER - - - - -�0 w z E- ::::::::::::.::::::::::::::::•:::: PROPOSED PAVEMENT SA' EC -3A DITCH -,_� ".2, I ; LOT I &» DEPTH OF EC -3A DITCH —= ° 11 EC -2 DITCH 240.55 " I L - LUT DEPTH OF EC -2 DITCH ' 12 TMP 90-30 N F CARP D BROOKS JR - DB 4B58 PC 406 GRAPHIC JSCA d' 50 0 25 50 " 9°68•.. 200 ( IN FEET ) 1 inch = 50 ft. IMPERVIOUS AREAS: THE TOTAL OVERALL S17E IMPERVIOUS AREA CAN NOT EXCEED 37X PER 7HE APPROVED ZMA APPLICA77ON PLAN: ROADS: 0.59 AC (PAVED CIRCULATION PARKING AREA = 25,740 SF) SIDEWALKS. • 0,11 AC BUILDINGSIDRI VEWA YS 1.13 AC TOTAL: 1.83 AC (34.8.% IMPERVIOUS AREA) PROPOSED USES: LOTS: 130, 940 SF (3.006 AC) ROADS (R/W): 41,092 SF (0.94 AC) OPEN SPACE.- 57,J25 SF (1.316 AC) OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON S17E OR WITHIN EXIS77NG RIGHT-OF-WAY. THERE ARE ALSO EXIS77NG OF -SITF EASEMENTS FOR THE ROADWAY AND U77LI Y CONNEC77ONS TO 77 -IE AVON PARK DEVELOPMENT. _g y; TMP 90-30A ' NIF CARY D OR MYRTLE T BROOKS DB 1191 PC 396 i TflrrrP 90---31 � �1 �,F 2 ,, LOT 29 40,020 SIF 0.92 ACRES IF IN f�10N @ O 28' NOTES• 1) 7741S PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL 771E PUBLIC STREETS 40' O.C. IN ACCORDANCE 1077H VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. LOT 3Q 40j"S f=- .92 ACRES TMP 90-30B N/F JOHN A OR RUBY T BROOKS DB 1191 PC 396 Sheet List Table �—.�— �` u 0 ,T I { 2 EXISTING CONDITIONS 3 r 4 UTILITIES, GRADING &DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS 6 TMP 90-30B N/F JOHN A OR RUBY T BROOKS DB 1191 PC 396 Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITIES, GRADING &DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS 6 PROFFERS s H 07% �0I SCOTT R. COLLINSZ No. 35791 �11 z J O 0 U m W ;i 0 Z LLI iii ce R iv jQNAL w w z ca z w va z J J 0 v 0 aU 0 U Q, 0 CL x 0 fl 0 U fl U O a _a a P s= fl U L N C a U 0 E 0 01 T11M �R fa TOTAL NUMBER OF SHEETS to U a� o w } N O N a z as U O a 0 CL a jh� W L a a CD 0 ROADS l O �a 50' CN EXISTING CULVERT ...�... EARTH DITCH a LU0 CULVERT U V �— DRI VFWA Y CUL VERT as DROP INLET & STRUCTURE NO O C BENCH MARK CURB z CURB & GUTTER - - - - CLEARING LIMITS w z E- ::::::::::::.::::::::::::::::•:::: PROPOSED PAVEMENT SA' EC -3A DITCH -,_� ".2, EXISTING CONTOUR &» DEPTH OF EC -3A DITCH —= PROPOSED CONTOUR EC -2 DITCH 240.55 VOOT STANDARD STOP 51G PROPOSED SPOT ELEVATIO DEPTH OF EC -2 DITCH a) as } to U a� o w } N O N a z as U O a 0 CL a jh� W L a a a a) w H z 10z U U to fl o w 0 a 53 } 0 fl 1106 W L a a a W l O �a 50' Z �. LL a LU0 w0 U V L_ CL as O C a E 0 0 z 1---1 w z w H z 10z U U fl o w v C1_ 0 } 0 U x N 112066 ° a SCALED v �a 50' a U U o w JOB NO. U 112066 ° 'D SCALED o �a 50' a SHEET NO. a o m a� i F � T I � I i i . � � l I � t I : i I t 1, i I i � i . s i� � I ` I � I : � J I � { I � I I i I F I � it i i . 3 � � . � I ; F I4 i � i i i I s f � i :� i i I i 11 � I I F : ; i ! " Ii f F � I � � I I . I F I I I I � j I I ! I � .1 I j ; s S 11 - � I fe I ,? , IF i : l ! 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I I . / 1 I 1 l iI I I 11 m t-04 7al, 0 Lu 1- rn ui 0 uj Ce 0- I u=ll ♦. 0 00 ill = 401 SHEET NO. 2 �3 Z: 2� .Li li z 5 z li Ln z :J -i 0 D � 0 � C Q) U) C 0 L) S` Q) :-; � 3: U) U) w � 0- x a) w -5 � 41 0 _s_- + 01 C isc 0 � U) r- 0 y,., u ZI L � '0 C 0 L) s 0 '1 0 C 0 6 C -0 0 -0 c 0 :71 0 Z) � � 0) C 0 0 0 -0 Q7 - 0 C � Z3 -0 6 2: (0 73 U ,C: L" >a) 0) 0 0) Q -C 3. 0 U) 0 a :3 Cl - >i, C: 0 � 12 -0 N U) :3 w -0 � 0 C: = 0 = cn -0 C 0 � L - C3 a- .C� " 0 w 0 3: C � _Q a) 0 :3 -0 0 L- 0 - w � w -0 � 0 C >1 0 E -0 r- 0 0 z cr_ Lli W z 0 z Lu (n z -j -j 0 0 'i- 0 >1 -sl s- 0) 0� 0 � 0- 0 > .0 -�! 0 x a) Q) � � a) L C3 w r- w E :3 0 0 -0 -0 Q) .0 0 0 w 0 -0 C 0 w r - Q 0- Q U) w FC a w iS' REAR SETBACK 28' TING 32' FJC - `F/C I a� CONCRETE I • LOT 3Q f— - 01 \9.92 ACRES ASPHALT` CONCRETE l t WALK - - (TYPICAL) ---- - \\ CON C ETE ~�_� ---✓,�:- j �. `: �, `.., "`,,, � 'EL DO .1 PLANTER . ,� X19 0 P 0- CONCRETE ROCK WALL 1.6' OFF(TYPICAL) TYP 90-308 NIS" J01M A OR RUBY T BROOKS DB 1191 PO 396 _.; r \ 'I EASEMENT (LANDSCAPED PROPOSED DOUBLE -SIDED BUFFER AREA) _^ ,____...._......- TMP 90-30 VERTICAL FENCING (BOARD ON BOARD) PRIVACY FENCE - ......... _ NIF GARY B BROOKS JR DB 4858 PG 406 _.___EASEMENT (LANDSCAPED PROPOSED 3 BOARD FARM BUFFER AREA) ----FENCE ALONG PROPERTY LINE.___' TMP 3O-3OA NIF GARY D OR MYRTLE T BROOKS DB 1191 PG 396 30 GRAPHIC SCALE 30 60 ( IN FEET ) I inch = 30 ft. TMP 90-30B NIF JOBN A OR RUBY T BROOKS' DB 1191 PG 396 120 SCOTT R. COLLIINS'X No. 35791 � U) Co En,�, -4 C13 4. .w ZJ O I ,�^ LO La E TMP 90F—A2 28' TING 32' FJC - `F/C I a� CONCRETE I • LOT 3Q f— - 01 \9.92 ACRES ASPHALT` CONCRETE l t WALK - - (TYPICAL) ---- - \\ CON C ETE ~�_� ---✓,�:- j �. `: �, `.., "`,,, � 'EL DO .1 PLANTER . ,� X19 0 P 0- CONCRETE ROCK WALL 1.6' OFF(TYPICAL) TYP 90-308 NIS" J01M A OR RUBY T BROOKS DB 1191 PO 396 _.; r \ 'I EASEMENT (LANDSCAPED PROPOSED DOUBLE -SIDED BUFFER AREA) _^ ,____...._......- TMP 90-30 VERTICAL FENCING (BOARD ON BOARD) PRIVACY FENCE - ......... _ NIF GARY B BROOKS JR DB 4858 PG 406 _.___EASEMENT (LANDSCAPED PROPOSED 3 BOARD FARM BUFFER AREA) ----FENCE ALONG PROPERTY LINE.___' TMP 3O-3OA NIF GARY D OR MYRTLE T BROOKS DB 1191 PG 396 30 GRAPHIC SCALE 30 60 ( IN FEET ) I inch = 30 ft. TMP 90-30B NIF JOBN A OR RUBY T BROOKS' DB 1191 PG 396 120 SCOTT R. COLLIINS'X No. 35791 � U) z ZJ O �<o �.... E M CO L 0 LLJ Lu Ce ce Lu CID Lu Z w L h ca z Li w z U Z: w C/7 z J J O U 0 s v C d u S17 u) v L CL x 5 0) c In In sz 0 u D L_ ,-) c Q u C 0 U 0 y-. 0 .>1 L5 73 v 0 a (D u) 0 0_ 73 a a `a v v C s sn 0 c 0 a s c v u 0 CL Q) 0 E z LLJ Ld z CD z W z J J O CJ 0 T Oi 0 Q v N u x Q) as s v 0 U) m E u 0 c D c v v v ol� T Y H d SCOTT R. COLLINS'Z No. 35791 -7 7� `(jay - ------------- -LA IN GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPE077ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONS7RUC770N 2. UPON COMPLE77ON OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 77 -IE PUBLIC RIGHT-OF-WAY OR WTHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENG774, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN 774E 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 INHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, ,SHALL BE S77?ICTL Y ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WI77-1 774E 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 77 -IE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12 VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST ED177ON OF THE ROAD 8c BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS77RUCT70N METHODS OF THIS PROJECT. Z WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 7HE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. 07HER TREES AND VEGETAT701V WHICH OBS7RUCT SIGHT DISTANCES AT ROAD INTERSECT70NS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE- DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE' ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS 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 TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEIAEN T. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA 7E BASE MA TERIAL. IF THE SSV VALUES ARE LESS THAN 10, 7HE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. 3 TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 7HE INSTALLA77ON OF THE AGGREGATE BASE. IN 774E EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y TYPICAL ROAD SECTIONS NTS ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR 77-1E REQUIREMENTS OF 774E PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CON7l?OL MEASURES SHALL BE PROVIDED IN ACCORDANCE W1774 THE APPROVED EROSION CON7ROL 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. 7HE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF .3 .1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES B UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9, ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY 107H OSHA STANDARDS FOR 774E CONSTRUCTION INDUS7RY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv, A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. NOTES: 1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. a AN *:;Tis TYPICAL frIBLIC fIATH.4XdT ST"A'T SAMON (54' XIM11 JWV) TYPICAL PRIVATE' STR,t Iff SCION (49 N ZOTH W#) NOT TO SC.4LL' C� ENST- ewOLN� £A7ST. GROUND 8' TOOT 2tA S7VAF SU9BASE TG SPAM 7RAMMAY 20. ACEIs EAS;•]IAOVT TYPICAL 0JUVLYL AWRAG'L'AfVY AM"LSS SSATION AVVA7..4Y STROLL H..4YL' .4 28.'x• SUPOP"LEVATION 7V TIIL' L'.4ST Nl?T TO SCWLS E)ffSr r 0u1� EXST- GROUND DST. GROUND Pavement Design R1~'- 1.0 94 VPD (47 ENTER/ 47 EXIT) AM PEAK: ADT (1 ENTER/ 6 EXIT) PM PEAK: 8 VPH (6 ENTER/ 2 EXIT) STRATFORD PL & STRATFORD WAY (EAST): 12 UNITS ADT: Hathaway Street 164 5 214 4 4 9.39 SM -9.5 1.5 2,25 BM -25 2.5 2 15 2113 S 0.6 11.75 Stratford 'tray, COLIA & Plage (max. ADT listed) 94 5 1.44 4 8.01 SM -9.5 _ 1,5 � 2.2S - M-25 22.5 2.15 21 A 5 � 0.6 11.75 Access Road- Gravel SM -9.5 0 125 .ETM -25 to 2.15 21A 8 0.6 4.80 1•r OF 4' Lpy" R CURB 3 � jp� a. . ft ,fA L{ �. _ _ .. _--t Y•A...:...�7�",.fes STANDARD CG -6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE W1D TH) A'N t•' nAIP+ ,-_ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TRIP GENERATION SCALE: 1" = 200' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) TOWNHOME UNITS - CODE 230 STRATFORD CT & STRATFORD WAY (WEST): 16 UNITS ADT: 94 VPD (47 ENTER/ 47 EXIT) AM PEAK: 7 VPH (1 ENTER/ 6 EXIT) PM PEAK: 8 VPH (6 ENTER/ 2 EXIT) STRATFORD PL & STRATFORD WAY (EAST): 12 UNITS ADT: 34 VPD (17 ENTER! 17 EXIT) AM PEAK: 5 VPH (1 ENTER/ 4 EXIT) PM PEAK: 6 VPH (4 ENTER/ 2 EXIT) PROPOSED SECTION OF HATHAWAY ST.: 28 UNITS ADT: 164 VPD (82 ENTER/ 82 EXIT) AM PEAK: 12 VPH (2 ENTER/ 10 EXIT) PM PEAK: 15 VPH (10 ENTER/ 5 EXIT) RIW CG -6 CI CURB &GUTTER POINT OF I FINISHED GRADE RIW CG -6 Az f CURB GUTTER 1/4': f' 4 2WOT .... S7Dl 4'2fA 1' 82A$SF, 10'� 10' a4Sf7 T, (TRAVEL LANE) (TRA VEL LANE) 20'EIP-Elfl- 27' PRIVATE ROAD R/W TYYPICAZ _1L.LZY SECTION - ?7' .I')?fV.4.rE ROAD (PRIVATE ALLSY) 15 hPfl DgSION SPEED NOT TO SCALL' 1 SM -9.5A SURFACE COURSE NO SCALE CG tl�" MOTE:OOMPpWE,NTS OF CURB RAW$ COMSIS1 OF THE FOLLOmWRWG� HYDRAULIC CEMENT SIDEWALK i'DEP TR IN WKS, AREA IN SOUARE YARDS) ;. GENERAL NOTES; DETCUREG ADLE WHEN WARNING 1.1UR�FACLREQUIRED (CU -2L CC -.1 IN LINEAR Y ARLAA IN SQUARE D S) 1. THE DETECTABLE WARNING SHALL BE P;RCVI©E0 BY TRUNCATED DOMES. EACH GF THE ABOVE ITEMS 1$ A SEPARATE PAY ITEM AND SHOULD Z DETECTABLE WAfl r&G SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SL14"I27EG FOR EACH CURB CUT RAMP, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET5,DEWALRR- ._.RAMP 12=1 MAXTHE REQUIREMENTS OF THS SPECIAL PROVISION FOR CG -12 DETECTABLE i 4884 MAX WyARiNING- SURFACE AND S: -LOLL BE SMUMITTED TO THE VANOMIOS .AND _ SPECIAL DESIGN SECTION FOR APPROVAL, . FSIDES OF CURB RAMP CONSTRUCTION BE UFRRAMP LOOROR IMNRS' ' 0INTWITH RQLAED BARS. � _ 4. iF RAMP TLODR IS PRECAST HOLES MUST BE 'PR DY FOR DOWEL BARS. 50 B THAT ADJONMI FLAILED SID'£S CAN HE CAST IN PLACE AFTER PLACEMENT OF $D:; µRX PRECAST RAW FLOOR, PRECAST CONCRETE SHALL DE GLAS'S A-4. TYPE A 5, qEQVIRED BARS AAP 10 X NO, S x 81. PLACED 1 CENTER TO C£NTE1 ALONG BOTH 84TH sLDes OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLDDR, MRIdLiLPAt PERPENDICULAR CONCRETE COVER 1/2". S. CURB t CURB AND GUTTER SLOPE TRANSITIONS ADJACENT T6 CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB 7 CURB AND GUTTER. S' WN 7, CURB RAMIPS ARE TO BE LOCATED AS. SHOWN ON 7R£ PLAN'S DR AS DIRECTED 8Y IHCENOWt_'Ek. THEY Apr 7D BE PRDVCED AT LN)"iR5ECTiON15 WHOA WER 124 M AN ACCESSIBLE ROU7F WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY - CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTINC, PRCPO05EO OR NOHLX15.TENT, THEY ASa5T HE LOCATED WITHIN PEDESTRIAN CRG55 °ALKS AS 57�OW N ON FT,ANS OR AS DIPECTFD BY THr ENCINIFER, AND SHOULD NOT TYPE B BE LOCATED BER#RAD VFW -LE STOP' LINES, F%tSTINC LIGHT POLES,FRE HY ANTS, DROP iNLETS,ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNC 5TRUCTELL STABLE. FFN AND SLIP REWSTMkT PATH CONNECTING ALL y V ACCESSIBLE ELEMELNTS OF A FACILRTY THAT C4N BY APPROACHED, ENTERED ALT) USED 43Y PEDEST'RiANS, - _ P E CURB OPE Nn6- RAMP$ MAY VC IS C B,WD IT IN TE LIMITS F THE7W5 R''RCivRLK THAT � - - 1= 2:� am THE ORYiO CF+EN'TNG €5 �P'LAGED WITHIN THE LaMRS OF THE CROSSWALK RAY! LAR THAT THE 'SLOPE AT THE QO%NECTION OF THE CURB OPENING IS 5' Yom\ 9. TYPICAL '�.`ONCRETE SICIEWAL•K IS k" THCK. WREI'I THE ENTRANCE RACICANNOT ACCRQ96MATE THE TURNING REQUIREM£N7S OF ANTICIPATED HEAVY MUCK _ TRAFrFIG, REFER TO STlANDARV CG -13. COwMIERCIAL ENTRANCE UEAvY 4' � .. AT x . 2` HIGHER THAT) TRUCK TRAFFIC) FOR CONCRETE DEPTHR - --�� £OCE OFPAvEm.w 10- WNfli4 CURB RA61PS ARE USt O IN GGNIJUNCTKBN WGITH A SHAR£,p USE PATH.. AT `.Y. X , SAME AS TOP GIF CURB THE Mf h0" WOTH SHALL BE THE WIDTH OF THE SHAMED USE PATH.. II, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 44'x 4' LANDING ARZA SHALL BE PROVIDED 10 MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR 5HE CRU95WALK WITHOUTU4M INTO 7H£ TRAVELWAY„ TF41S� 4'x 4' LANDING AREA MAY 94C4,UM THE GUTTER PAN, TRUNCATED COME 12, ALL CASES WHERE CURB RAMPS INTERSECT A RAOik SECTION OF na CURIFT AT ENTK0.NCES 4R STN;€R,T INpNFIECTi�3NS TARE pE7LC7ABI,E � ca WAR! SURFACE SHALL HAVE A FACTOfii! .RAD US OR BE FfEI[S CI C) ti CI fl D' a -MGIDLFIED AS RECOMMENDED BY THF MANUFACTURER TO MATCH THE BACK OF CU R9. 0 Q Q 0 0 0 CS Q Q Q LANDING RAWP T_ t 00000 ?00 00000 00 �q 0 0 0 O P 0 0 0 0 it 0 0 0 0 0 0 O 0 0 O D 0 0 0 O O 0 0 OCT ✓- 'I AAtTIC TER O000O400 GU0000O pETECT48LI< WlAEdRiING a . �. AT ?EO€ I&S "-4.,.,� A E _ VARIABLE FULL. WIDTH OF' RAMP FLOOR _ PAY LIMITS DETECTABLE WARNING TRUNCATED DCBE DETECTABLE WARNINGINSTALLED ON A RADIUS DETAIL DETAL 'JCLC7T CS -12 DETECTABLE WARNING SURFACE ROAD AND SIRDGE STANDARDS SHEET i OF SREVRSif]N' DATE (GENERAL NOTES) 105 243:D5 U"M VIRGINIA LIEPARTMENT OF TRANSPORTATION 502 TH 07% 3 -S6_, SCOTT R. COLLINS°Z No. 35791 .11, k; L1*10-NAL INTERMEDIATE COURSE76,_11 f6�� COMPACTED AGGREGATE-ICx BASE COURSE, VDOT #21A Z C) -r OR #21B DEPENDING ONy >' ✓: ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - NO SCALE CG tl�" MOTE:OOMPpWE,NTS OF CURB RAW$ COMSIS1 OF THE FOLLOmWRWG� HYDRAULIC CEMENT SIDEWALK i'DEP TR IN WKS, AREA IN SOUARE YARDS) ;. GENERAL NOTES; DETCUREG ADLE WHEN WARNING 1.1UR�FACLREQUIRED (CU -2L CC -.1 IN LINEAR Y ARLAA IN SQUARE D S) 1. THE DETECTABLE WARNING SHALL BE P;RCVI©E0 BY TRUNCATED DOMES. EACH GF THE ABOVE ITEMS 1$ A SEPARATE PAY ITEM AND SHOULD Z DETECTABLE WAfl r&G SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SL14"I27EG FOR EACH CURB CUT RAMP, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET5,DEWALRR- ._.RAMP 12=1 MAXTHE REQUIREMENTS OF THS SPECIAL PROVISION FOR CG -12 DETECTABLE i 4884 MAX WyARiNING- SURFACE AND S: -LOLL BE SMUMITTED TO THE VANOMIOS .AND _ SPECIAL DESIGN SECTION FOR APPROVAL, . FSIDES OF CURB RAMP CONSTRUCTION BE UFRRAMP LOOROR IMNRS' ' 0INTWITH RQLAED BARS. � _ 4. iF RAMP TLODR IS PRECAST HOLES MUST BE 'PR DY FOR DOWEL BARS. 50 B THAT ADJONMI FLAILED SID'£S CAN HE CAST IN PLACE AFTER PLACEMENT OF $D:; µRX PRECAST RAW FLOOR, PRECAST CONCRETE SHALL DE GLAS'S A-4. TYPE A 5, qEQVIRED BARS AAP 10 X NO, S x 81. PLACED 1 CENTER TO C£NTE1 ALONG BOTH 84TH sLDes OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLDDR, MRIdLiLPAt PERPENDICULAR CONCRETE COVER 1/2". S. CURB t CURB AND GUTTER SLOPE TRANSITIONS ADJACENT T6 CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB 7 CURB AND GUTTER. S' WN 7, CURB RAMIPS ARE TO BE LOCATED AS. SHOWN ON 7R£ PLAN'S DR AS DIRECTED 8Y IHCENOWt_'Ek. THEY Apr 7D BE PRDVCED AT LN)"iR5ECTiON15 WHOA WER 124 M AN ACCESSIBLE ROU7F WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY - CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTINC, PRCPO05EO OR NOHLX15.TENT, THEY ASa5T HE LOCATED WITHIN PEDESTRIAN CRG55 °ALKS AS 57�OW N ON FT,ANS OR AS DIPECTFD BY THr ENCINIFER, AND SHOULD NOT TYPE B BE LOCATED BER#RAD VFW -LE STOP' LINES, F%tSTINC LIGHT POLES,FRE HY ANTS, DROP iNLETS,ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNC 5TRUCTELL STABLE. FFN AND SLIP REWSTMkT PATH CONNECTING ALL y V ACCESSIBLE ELEMELNTS OF A FACILRTY THAT C4N BY APPROACHED, ENTERED ALT) USED 43Y PEDEST'RiANS, - _ P E CURB OPE Nn6- RAMP$ MAY VC IS C B,WD IT IN TE LIMITS F THE7W5 R''RCivRLK THAT � - - 1= 2:� am THE ORYiO CF+EN'TNG €5 �P'LAGED WITHIN THE LaMRS OF THE CROSSWALK RAY! LAR THAT THE 'SLOPE AT THE QO%NECTION OF THE CURB OPENING IS 5' Yom\ 9. TYPICAL '�.`ONCRETE SICIEWAL•K IS k" THCK. WREI'I THE ENTRANCE RACICANNOT ACCRQ96MATE THE TURNING REQUIREM£N7S OF ANTICIPATED HEAVY MUCK _ TRAFrFIG, REFER TO STlANDARV CG -13. COwMIERCIAL ENTRANCE UEAvY 4' � .. AT x . 2` HIGHER THAT) TRUCK TRAFFIC) FOR CONCRETE DEPTHR - --�� £OCE OFPAvEm.w 10- WNfli4 CURB RA61PS ARE USt O IN GGNIJUNCTKBN WGITH A SHAR£,p USE PATH.. AT `.Y. X , SAME AS TOP GIF CURB THE Mf h0" WOTH SHALL BE THE WIDTH OF THE SHAMED USE PATH.. II, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 44'x 4' LANDING ARZA SHALL BE PROVIDED 10 MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR 5HE CRU95WALK WITHOUTU4M INTO 7H£ TRAVELWAY„ TF41S� 4'x 4' LANDING AREA MAY 94C4,UM THE GUTTER PAN, TRUNCATED COME 12, ALL CASES WHERE CURB RAMPS INTERSECT A RAOik SECTION OF na CURIFT AT ENTK0.NCES 4R STN;€R,T INpNFIECTi�3NS TARE pE7LC7ABI,E � ca WAR! SURFACE SHALL HAVE A FACTOfii! .RAD US OR BE FfEI[S CI C) ti CI fl D' a -MGIDLFIED AS RECOMMENDED BY THF MANUFACTURER TO MATCH THE BACK OF CU R9. 0 Q Q 0 0 0 CS Q Q Q LANDING RAWP T_ t 00000 ?00 00000 00 �q 0 0 0 O P 0 0 0 0 it 0 0 0 0 0 0 O 0 0 O D 0 0 0 O O 0 0 OCT ✓- 'I AAtTIC TER O000O400 GU0000O pETECT48LI< WlAEdRiING a . �. AT ?EO€ I&S "-4.,.,� A E _ VARIABLE FULL. WIDTH OF' RAMP FLOOR _ PAY LIMITS DETECTABLE WARNING TRUNCATED DCBE DETECTABLE WARNINGINSTALLED ON A RADIUS DETAIL DETAL 'JCLC7T CS -12 DETECTABLE WARNING SURFACE ROAD AND SIRDGE STANDARDS SHEET i OF SREVRSif]N' DATE (GENERAL NOTES) 105 243:D5 U"M VIRGINIA LIEPARTMENT OF TRANSPORTATION 502 TH 07% 3 -S6_, SCOTT R. COLLINS°Z No. 35791 .11, k; L1*10-NAL SCALE AS NOTED w z J J 0 0 0 n C 0 U C as i ul VI n xx Q) N s n D'+ V 0 0 U C O U 0 c D =o 0 U 0 n 0 a� E 0 4l C > Q) 0 v s v CL a C O L 0 IU 0 C O N C D 0 0- 0 n 0 U 7 O CL D v s a C O C D cD z F W W z CD Z Ld Cn z J J O U 0 T 0 CL 0 CL Ql 0 x x oa N s U) 0 V1 0 E U D 0 0 U U N N O C O C D Cl N N Q) S z Z C) J < 0 H Luul � n Ira J H 0 1- LIJW ce Q «O 'ct r) cV 0 SCALE AS NOTED w z J J 0 0 0 n C 0 U C as i ul VI n xx Q) N s n D'+ V 0 0 U C O U 0 c D =o 0 U 0 n 0 a� E 0 4l C > Q) 0 v s v CL a C O L 0 IU 0 C O N C D 0 0- 0 n 0 U 7 O CL D v s a C O C D cD z F W W z CD Z Ld Cn z J J O U 0 T 0 CL 0 CL Ql 0 x x oa N s U) 0 V1 0 E U D 0 0 U U N N O C O C D Cl N N Q) S L LU LLJ V) 0 0 0 Q> U) C 0 0 U) X 0 0 U) 0 0 0 L> Q E 0 (D 0 _0 0 co D 0 0 D E _0 LU Z bi V) Z _:1 _J 0 CL W D U X E Z3 C3 _0 CD SH 0 ISCOTT R. COLLINS�z 0 1-" U No. 35791 1�:, ,e$ IRI Ad - ZZ�'101VAL Y70 i+ Original Proffers: I I i2l/13 Amendment.- 4/2412017 80% ofthearra median family income (the "Affordable Unit Qualifying income"), such fti housing costs Thceash contribution for each dwelling unit oluall bc�based upon thetype, ofthe dwelling unit and in. the f) ale owner shall install plants as shown on Page 9 ofthe Plan within the proposed 20'privatc drainage and consisting of principal, interest, real estate taxes and homeownees itisunance M7T) do not exceed 30% of amount set fbTth for each type of dwelling unit &,a follows, landscape easement shown on page 5 ofthc Plan at the rem of lots 28-10 prior to the issonce of the 6) ADDITIONAL TREE REMOVAL PROFFER STATEMENT the Affnlldablu� Unit quallil�irig Income-, provided, tjowever, that in no event shall the selling priec of such Affeirdable Units be more then sixty-fivo percent (65%) ofthe applicable Virginia Housing Development I) Thirteen Thousand Nine Hundred Thirteen Dolian and 18/100 ($13,913,18) for eacli attached town 4ecitificatt ofoccopangy for Oo 3rd completed dwelling unit:ocated on lots 29-30� The owner shall identify 010 location ofthe tre A located at the rear oftax map parcels identified as 090FO-00-00- ZMA No. 2014-00006 Avon Park H Authority (VHDA) sales pricMoan limb for VHDA's first-time homebuyer programsi provided that the prize �sclfipg A ".I becqual to or less than the Albemarle County arordable housing home This home homelcondominium unit that is not an Afforidable Dwelling Unit, . c Owner shall install the off-site plants, along Hathaway St ct at the entrance to the Avon g) Tb re Park Z as 00OA2, 0900.0"17-04200, 090FC�*O-OF-043 00, and 0"YO-010-OF-04400. I f trees are located within 5' or less price. price will increase or decrease per yea based on Albernarle County's designated aff ordable home pricing. ii) Twenty Thousand Four Hundred Sixty Dollars and 57/100 (S20,460,57) for cub single family detached shown on page 9 ofthc Plan, development during the f�rst fall planting season after the base coat ofasphalt is installed on the road. ofthr prOperly line the owner will remove the trees on those adjoining existing properties, Tm removal willbe subject to the existing property owner's wrium approval permitting the Owner, the owner's subcontractors, Z Tax Map and Parcel Number: 09MO-00-00-03 100 (D.B. 3786 P.G, 060) All financial programs or instruments described herein mug be acceptable to the primary mortgage lender. The,value ofSelicr-paid closing costs shall be excluded from ftscIling prim o�fsuch Affordable Dwelling dwelling unit. and/or employws, of Avon Park 11 property to come onto the property and removt the tMes- Z 0 E < 4) EROSION AND SEDIMENT CONTROL Owner of Record. BELLEVUE REAL ESTATE, LLC i � em Dol loss ($0.00) for each Affordable Dwelling Unit. hi) Z 7) ALLOWED USES 0 2: Date Of Proffer Signature, V24/2017 1) For -Sale Affardab4L_Uajis_- All purchasers of for -sale Affordable Unit& shall be approved by the b) Annual Adjustment of Cash Proffers: BeginninjS January 1, 2017, the amount of each cash contribution 11,; Owner shall provide additional erosion and sediment control measures beyond the standard regulatory requirements stated in the Virginia. Erosion and Sediment Control Handbook (VESCH) applicable on the date The use of the Property shall be limited to those ases allowed by right under section 193. 1; and the: use allowed by M LU co :D W Albemarle County Office of ffming (the "Housing Moe) or its designee. The Owner shall provide re"red herein shall be adjusted annually until paid, to reflect any increase or decrease for the pmeding of approval of ft Pireffer Statement. Thm additional measures shall consist Of the fol]Owijpli� special use permit under section 19.3,47) of chapter 18�, Zoninf_ of the Albemarle County Code, Zoning V) Proffer Statement for 5.262 acres to be rezoned from Planned Residential District (PRD) to Planned Residential Distyitt (PRJ)) the County or its designee a period of one hundred twenty (120) days to idlem* and pre -qualify an eligible purchaser for Ike Affirdablo Units. The 120 -day peiriadsWl commerroc upon written notice calendar you irt Elie Manhall and Swift Building Costs Index (the "MSI"). In no event shall any Cash contribution amount be adjusted to a sum less than the amount initially established by these proffiers. The Silt Fencing Standard 3.05): Supplement #91 dated 6-3-15 and in effect on the date of approval of this ProffeTi t0pies of which — attached -incorporated Z 0 < from the Owner that the units will be available for s4c- This notice shall not be given mom than 90 annual adjustment shall be made by multiplying the proffered cash emoibunion amount for the preceding a) (VESCH hereto and herein as Attachment A. Bellevue Real Estate LLC, a Maryland Limited Liability CompAny�, is the owner (the "Owriee� of Tax Map and days prior to the anticipated receipt of the certificale of occupancy, If the County or its designee does year by a j[hiction, the numerator of which shelf, be the Index as of December I in the preceding calendar j) Contributing drainage area to non� im minforeed silt fence shall be reduced ftorn one quarter (0.25) w 8) RKCREATIONALAMFNITIES > > Parcel Number 09W-00-,00-03100 (the "Property") which is zoned as Planned Residential Development not provide a qualified purchase � r daring this one hundred twenty (t20) day pOriod, the Owner shall year, and the denominator ofwhich shall be the Index as of Decernber I in the year preceding die calendar atic per 100 fee of silt fence length to two4enths (.20) pcT 100 feet ofsilt fence, Contributing druixergo UJ UJ (PRD)subject to rexoning application ZMA No. 2014-00006, a project known as "Avon Park 11" (the "Project") arA the application plan (the "Plait") entitled, "Avon Park It Zoning MW Amenrimment Flan, created by Roud-abush, have the right to sell the Unit(s) without any restriction on sales price or income of purchaftir(s); provided, however, that any Units(s) sold or leaned without such mtriction shall, nevertheless be year most reccutly ended. For each cash comtribution that is being paid in increments, the unpadd incremental payments shall be correspondingly a4djusted each yew. area to wire reinforced silt fence shall not exce�ed one quarter acre per 100 f W� of silt fence; The Owner shall provide and install the following recreational amenities in the existing "park"on Tax Malp and These Crale, mid Associates February 10, 2015, last revised May 24, 2016 � This current proffer statement (the 'Proffer counted toward the number of Affordable Units required to be provided pursuant to the terms of this ii) Maximum contributing drainage area to non -wire reinforced silt fence -from minor swales or ditch litim Parcel Nutubey 096FO-00-00-900A I (owned by the Avon Pat Community Association). amenities are at the request of the Avon Park Community Association Board and will be installed upon issuance of the 24th Ce StatemcnV) supersedes the profferstatemesit dated November 21, 2013 pettaining to ZgA�2012-00004 and the proffer. If these Units are sold, this proffer shall apply only To the first sale of each unit. Nothing herein c) rjw applicant will receive a cash, praifler Oredit ftm Allicinarle county for the number of dwelling units shall be reduced from I acre and iny greater than 1 afs; to 0,11 me and no greater than.08 cfs. Maximum Cerlificat of occupartcy. e ,, led, Avon Park 11 Zoning Map Amendment Applieutimi Plan prepared. by Pohl Engineering, application plan ex1,t4 Ishall preclude the thon-ounent Owner/huilder from -working with the Housing 0 � -C prior to the A ffiz, art permitted under the prior by -riot zoning of the Property (Tax Map and Parcel Number 0900"0-00- contributing drainage area to wire reinforced silt lenco from minor swal.es or ditch lines shall be I acre � LLC, dated August 20, 2012, last revised 10/25/13. of the notification periods describedherein in an efrort to identify qualifying purchasers for Affordable Unit& 03 100), which would yield five (5) single family detached homes. and no greater then I cfs; and a) A 40' x 50' fenced dog park area with two small benches. Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 19 of the Albemarle County Code� the Owner hereby voluntarily proffers the, conditions listed below which shall he applied (a the Prop"� These b) County Option for Cash in Lieu of &ffordabli: Units, If at any time prior to the Courity's altproval of any 3) LANDSCAPE EA$IEMENTS iii) The height of artysilt ftnce shall be a minimum of 24 inches above the original ground stoface and shall not exceed 34 inches above groutut elevation; and -wo, (2) additional play structures for older children in theexisting tot lot am. b) T condition 1111101 ,,%amprofftrrdfL;#pArioftbe�PRDz,onI applicabbe to the Property and the Owner acknowledges that prelilminayyidtr. V]An or subdivision plat for the subject property which locludes one or mote f or -safe a) The Owner shall obtain a variable width landscape casement bebind jots 1-7 on 4 ax Map and Parcel 9) OVERLOT GRADING the conditions am reasonable. Each signatory helowsigning on behalf of the Owner covertiots imdwamnoLilrat it Affi�hrdable Dwelling Units, the Housing Office informs the therr-ccurerit owner/builder in writing ftt it Number 09(;F04)0-004XJ0A1 (owned by the Avon Park Community Axeociation) asshown on the Plan. jy) jp�rt spacing for wIt ftnee q1tsil be redunpri from a maximam 6 ftbet apart to a is an authorized signatory of the Owner to,, tEs Proffer 8taitemicut may not have a qualified purchaser for one or more of the fbr-saic Affordable Dwc-]Hng Units at the tinle that the then-cumOnt owrr�rimiildcr expects the units to be completod, mid that the County will in The owner shall install plants within the proposed easemern as per the final approved landscape plan during the first fall plardingaeason after the adjacent mwniog wall is in3wied but to the issuance the maximum 5 feet aw� Post spacing fe'r wire reinfoycc4 silt fence shall be reduced from a maximum 'une owmr "I submit an oyrriot gmding plan (hercinafter the. "Cveding Plan") meeting the requirements of this 1) A"UtCUAHLE HOUSING -stead accept a cash contribution to the Courity to support affordable housing programs in the amount of Twenty prier of certificate of occupancy for the seventh, completed dwelling unit located on lots I through 7. There shall 10 feetapart to a maximum 8 feet apm proffer condition widathe application for each subdivision oftePmpwty. The Plans hall show existing and proposed topographic featujres� The Grading Plan shall beapprevod by the County Engineer prior to approval of an erosion 7he Owner will provide a minimum of six (6) affordable housing units within the Nect in the form of fur Four Thousand Three Hundred Seventy Five Dollars ($24,375�00) irt lieu of each Affordable it the theri-cor"t o-wricribuilder shall pay w I ch cash co mribution. to the County prior to obtainir then be no obligation on the Owner to install Wdsojaping on the a4joining property if permission ftm the inipacted, properry owner is not obtained, b) Temporary Diversion Dike (VESCH Standard 3.0): and sediment control plan related to said subdivision, The land ama within the subdivision shallbe graded as lease or for We affordable dwellingarritg (the "Affordable Owe -Ring Units- or -Affordable Units"). Each of Occupancy for the Unit(s) that were originally planned to be Aftbrdabic Dwelling Units, and the then- I) The maximum anQwable dtaimige arta, to a temporary divorsimi dike shall be reduced fieru fivo (5) shown on the approved Plan. Nobui[dingpemit shall W issuedforany dwelling an alot where the County Engineer has determined the lot gradingis not in general confortia, ance with the approved Plan, The, Grading Plan shall satisfy subdivision plat and site plan for land within the Property shall designate the lots or unita, as applizable, that current ownerlbuilder shaft have the right to sell the Unit(s) without any restriction on Was prize or income ofthepurcWer(s). For the purposes of this proffer condition, such Affiordable Dwelling Units shall be b) '1110, Owner 5WI install plants within the proposecl 101andscape easmem 3hown on page 5 of the Planar I acres to three (3) acres. tire following: will, subject to the terms and conditipns, cf this proffer condition, incorporate Affordable Units as described herein; and the aggregate number of such lots, ortmilsdesiguatedfirrAff onlable Units within each subdivision devined to have been provided when the subsequent owner/builder provides written notice tot the Albemarle I �04U(s) the reuof lots 8-10prior to the issitimer of the ;cMificatc of occupancy for the 3rd completed dwelling unit located on lots ji- 10. r) Temporary Sediment Trap MSCH Standard 3.13): a) The Grading Plan shall show afl proposed strc4%, building sites, setbacks, surtwe drainagt, dniveways, plat and site plan shall be refltrenced in such subdivision plat or site pip _n County Office of I loosing or its designee that the Affordable will be avtolablc for sale. c) The Owner shall install plant within the proposed t(I'laT.Awapeugsetnem shown on page 5 of the Plan at tw acres and 1) Maximum total contributing drainage area shall be reduced from three (3) acres to o(2) trails, and other features the County Engineer determitics tire aceded to verify that the Plan 5atisfies the cc 4) There shall be a maximum of 32 dwelling units on 30 lots in the deycloputenL The Affordable Dwelling 2) CASHIROFFER , tlie; marof lots 13-15 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling located lots 13-15. requirements of this proffer condifion� U-1 !Wc r -A :�p Units shall be comprised of me or more of the following imit types, 4) The Owner shall contribute cash to the 09only in the, following amounts for each dwelling unit unit on ii) The storage volume requirement shiullbe increawd by a fat;Wr of 1.2. b) The Grading Plan shall be drawn to a scale not smaller than o�ne (1) inch equals fifty (SO) fftt 2, Units that will be constructed and maintained as twv-fkm�jly 4wulliap as defined in constructed within the Property that is no' . an Affordable Dwelling Unit. The cash contribution shal I be used arilyfor capital improvements in tha form of publiclaicilities (i.e., schools, public safety, libraries, parks or d) 'Me Owner shall install plants within the: pm , posed 10' landscapo casement shown on page 5 of the Plan at the rear of lots 16-22 prior to the issuance of the ccrlificat� of occupancy for the 7th Completed dwelling d) Temporary Sediment Basin (VESCH Standard 3.14): c) All proposed grading shall be, shown with contour intervals not greater than two (2) feat. All omectitnatod , the Virginia Uniform Stat�widc Building Code. transiportationj located within the Scottsville magisterial district of the County and no funds shall be used unit located on, lots 16-22. i) A temporary sediment basin shall be provided where, the total contributing drainage area exceeds two surface drainage over lots shall be clearly shown with the proposed graft. All pimposed grading shall be designed to assum that surfisce drainagO can provide adequate relief from the flooding of dwellings in the for capital improvements to any public facility existing as of the date of this Proffier Statement, such as a (2) acres;, and event a storm sewer faits. The Owner or his successor in interest reseNes the right to achieve six (6) or more Affordable Dwelling reno-vation or tc4chuology upgrade, that do" net expand the capacity f such f eility. The n h o o a amh on ti uti n e) The Owner shall install plants within the proposed 10' landscape casement shown on page 5 of the plan at. Units utilizing the above maritiOtirdl, unit Types alone! or in combination as outlined below. 11e Ownex shall shall not be used for any operating cxp=e of any existing or new facility such as Ordinary maintenance or The for individual dwelling the rear of lots 23-26 prior to the issuance of the certificate of occupancy for the 3rd compIctod dwelling located ii) The pernianent pool and dry storage volume-.; shall be increased by a factor of 1.2. d) Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three convey the responsibility of cm1ructing the affordable units to any subsequent putchasin of the Property, repair. cub contribution each unit shall be paid to the County afkt completion of the final building inspection and prior to issuance of a cartificate of Occupancy for the individual unit. unit on, lots 23-26, (3) feet of ho&zantal distance, for each out (1) loa of vertical rise at fall (111). Steeper slopes shall be The current Ow= or subsequent Owner shall create units affordable to households with incomin less than vegetated with low maintenance vegetation as determined to be appropriate by the County's pro r grain authority in it approval of an erosion and sediment control plan for the land disturbing activity. These CY) (y) CL was= N cy) 0 ATTACHMENT A ATTACHMENT A ATTACHMENT A ATTACHMENT A steeper slopes shall not exceed a gr"trit Of 1-0 (2) feet of horizontal distance for owb one (1) fbot Of 1. Day facility 5.1.06). N vertical line or fiall (11) unless the county Engineer finds that the gritding recommendatiori.s for 9ftM CHAPTERIS 19.3 PERMITTED USES cam, child care or nursery (reference 19AI RECREATIONAL AREA REQUIREMENTS C) W slopes have adequately addressed the impacts. ZONING 19.3.1 BY RIGHT 2. Fire and rescue squadstations (mfcrcnw 5.9), See mtion 4.16 for recreation requiretritats. (Amended 3-5-46) M > v) Surface drainage may flow across. up to three (3) lots before being collected in a storm sewer or directed to TI)e following uses shall be permitted by right in the PRD district, subject to the applicable requirements of 3, Rest howc, nursing home, convalescent home, orphanage or similar institution (referet-we 19.6.3 In the cm of any proposed ?RD hav! jig ;i tota -ss than three hunilmd (300) acres and a .1 gross area of not 1� N F__1 N a drainage way outside of the lots, SECTION 19 this chapter 4. Electrical linci, liner, Voss rcsidentiaj dermity of not more than two (2) dwelling unit-, per acre, thc board of supeTvisors may olm% L_J I) No surface drainage moss a residential lot shall hove mote than one-half (1/2) acre of land draining to it. PLANNED RESIDENTIAL DEVELOPMENT - PRO I , Detached single-family dwellings. power substations, transmission. and rclatcd towers; gas or oil transmission pumping stations and appurtenances; unmanned telephoric exchange, centers; Tnicrowave and radio- wave transmission and relay towers, suhslations and appurtenances (reference, 5.1. 12), waive the provisioit of common open space and recremion area as hereinabove required provided that not less than thirty-five (15� perceitt bf the gross area of such proposed PRD shall be devoted solely to agtictilture. For purpose's of thisscetion only, tht term 'devoted solely to agriculture" shall be doem�d to W < ca g) All drairtage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the sectionis. 2. Semi-detached and attached single-family dwellings such as duplexcs, tripicxes, quadraplcxcs, townhouses, houses and horuses that density is maintained, and further include not more than one dwdlinq unit, which shall be included in thedeterruiration of the gross density > D building site 19.1 INTENT, WHERE PERMJTTED 19.2 APPLICATION atrium patio provided proviided that buildings are located so that each, unit could be pro,�dcd with a Lot meeting all other requirements for 5� Home occupation, Class B (reference 5.2)� Li Z h) The Grading Plan shall demonstrate that for each dwelling unit, an area at tout ten (10) feet in wid1h 19-3 PERMITTED USES for detached single-family dwellings except side yaros at the curnmon'.%all, 6. Churches.. (Added9-2-81) 19.7 HEIGHT REGULATIONS %J J abutting the primary dwelling entrance facing the street not be served by a stairway, has Wades, no stftPer than ten (101%) should the primary dwelling entrance ficingthe street be less theri ten (10) fectfrom 19.3.1 BY RIGHT 19�32 BY SPECIAL USE PERMIT 3. T Stand alone parking and paricing sumAures (mfercTi ad 11 �74 (Add -4; Arnerided 2-5- 03) Except as otherwise provided in section 4.1 D, structures may be erected to a height not ti cxeced sixty-fivc for forty feet percent the Laft property line, then this gradc requirement shall only cittend to the area between the entrance and 19.4 RESIDENTW, DENSITIES 4� (Repealed 9-2 -8 1) (65) feet, The minimum stepback rcquirerrients any structure exceeding (40) or three (3) s� in height shall be as provided in section 4.14. storiM whiqbever is Im > the lot line. This graded am also shall extend from the primary eatranw to the driveway or walkway 19.5 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT 19.6 MINIMUM AREA REQUIREMENTS FOR OPEN SPACE AND PJ�CRCATIONAL USES 5. Parks, centers and tiviiMminercial recreational and cultural facilities such as 8. Swim, golf, tennis or similar athletic facilities (reference 5. 1 .16). (Added 9-13-89) connecting the dwelling to the street. 19.6.2 RECREkTIONAL AREA REQUIREMENTS playgrounds, community tennis courts, swimming pools, gaire rooms, libraries and the like. 9, Professional offices. (Added 6-8-94) Q 20-19.7, 12-30-80; q-9-92; Ord. 15-18(4),6-3-15l, i) Any requirement of this, proffer condition mav, he waived. by submitting a request for special exception with. a( for the request containing a valid the'Plan. If such a request is made, it shall include a justific ion 19.7 HEIGHT REGULATIONS 19X OW"JNG SEPARATION 19.9 SETBACKS 6. Electric, gas, oil And communication faciliticis, =duding tower kructv, res and including poles, lines, 10. Tier III personal wirciess service facilities (referenre 5.1 AQ, (Ndded 10- 13-04) 19.8 ]WILDING SEP&RATION V) Prorcssional 5eal from a PE, LA or LS type B. In reviewing a waiver reclucst, the County Firgincer shat; by the Owner satisfies the purpose of the requirement to be 19.10 MINIMUM OFF-STREET PARKING REGVLATIONS 19.11 SIGN REGULATIONS trausformers, piM, =Ten and related facilities for distribution of local service and owned and opewedbyapablicutility, Water disiributiloll and sewerage cl)llecdon lines, pumping statioAs, and it. Historical ewners, historical cenTerrestivals(rcfeftncc5.l,42). (Added The minimum builoing separation shall beas provideil in reetion 4�19. 0 LU comider' whether the alternative. proposed appurtenances owned and operated by !he Albemarle County Senice Authority. Except as other-wist 6-8-05) 20-19.8,12-10-80; 1-1-83-, Ord, 15-18(4),6-345) _J LL waived to at least an equivalent degree- 19.1 INTENT, expressly provided, central wator !qipphes and central sewerage systems in conformance with Chapter ^10 j) In the event the County adopts overlot grading regulgitions after the date this Proffer Statement is appinved, WHERE PERMITTED 16 of ft Code of Alberriarle and all ethzr appllh-,able law. �Amcndcd 5-12-93) 12� Farmers'anukets (reference 5.)_47�. (Added 5�5-10) 19.9 SETBACKS LL_ LL Z LU any requirwrient of those regulations that is less restrictive their any requirement of this proffer condition supersede the, corresponding mquirement of fbis. proffer condition. PRD di%tricts insy hereafter bc established by amendment to the zoning map in accordance with the provisiom, set forth genemlly for PD district-, in sections 8,0 and 33.0, and wi�h donsifies and in locations in 7� Public uses aud buildings including tempornry or mobile I'acilities such as whools, offices, parks, playgrounds and roads funded,, owned or Operated by local, Ntatr or federal agencies (reference 31.23); (4 20-193.2,12-10-80; 9-2-8 1; 11-7-84� 9-13-89; 6-8-94; Or& 03-18(l), 2-5-03; Ord. (14-18(2), W-13-04; Ord, 05- 18(7),6-9-05;0rd� 1048(4),5-5-10) The minimum and maximum yards, including those for garage-, shall be as provided in section 4.19. 0 shall accordance with the comprehensive plan. public water and sewer tipastrisswit, main or trunk lines, treatmem facilities, pumping stations and the like, owned andlor operated by the Rivanna Water and Sewer Authority (reference 312.5; 5J.12)� 19.4 RESIDENTIAL DENSITIES 20-19.9,12-10-80; Ord. 15-18(4),6-.3-15) 0 F Aft Q� W 9) SCRIM FENCE The PRD is i1nended to epicourage 5ensitiNity toward thq witural characteristics of tho site and toward Impact on Ow surrounding area in land de-velupment. More the PRD i,,; iTgendcd (Amended I 1 -1 -8q) 19.10 MINIMUM OFF-STREET PARKING 11FGULATIONS y - installed along the Avon Park I property line at the mar lots 1-9 shown on the Planon the A Scrim Fence, shall he or, if by the o—er of tot 090FO-00-00-000A I to protect the plantings and sprci�jcally, to promote economi"I and efficient land use, an improved level of amenities, appropriate and Iminioniaws physical devc1opmem. and creativedesign consistent with the best inte"of the the in it is S. Temporary construction uses (reference, 5J.18). The gross mid ne4 residential (lersities penuitted in any PRDJiAnG1 shall he shown on the apluoved applicatioli plan thtrefor, which shall be bitding upon 48 approvaL The overall gross dviskyto approvod Off-street parking and londing spzce requiremeats shall be in accordance with section 4.12. provided (W ownees property granted permission provide existing residents an, additional visual screen during construction. Thic height of the screening material county and ana whicli located. 9, Accessory urocs and. �Iructures including home occupation, Class A (reference 5-2) and stonige shall be determined by the, board of supervisors with reference to the comprehensive plan, bat shall, in no event, exceed thirty-five (35) dwelling units per acre, In addition, the bonus and cluster provisions of this the board of supervisors may vary or waive such it.quirtmem or time of establishment 017a PRD district, UJ < shall not exceed 6 fi�et andwill be installed immediately following dw grading of lots 1,4- To these. ends, the PRD provides for floxibility and vamfy of development for residential purposes and buildiag& ordiih�nxe shall be ifta plicable tp any PRD except as he I � p �p otherwise expressly provided, 20-19.10,12- 1 ti -80) uses �inoillai�y thercto, Opm space may serve such Varied uses as recreation, protectioa, of arms sensitive to deWo-panent, buffering between dissi"lat uses and M Homes tot deve-Jopmentally disabW persons 1(reference 20 -19A,12 -10-8q) 19.11 SIGN REGUIATIONS Ul owl�m' prestavation ofagricultural artivi(y, Bellevtte.Real state, L.L.C. While a FRD approach is recommended for, develoPments of any density, i( iq recommended but not 11, Stormwatcr mtuuigcm,�nj fajjiti",�s shown on am approv,.diinal site plan or subdivision plat. (Added 10-9-02) 19.5 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRIC17 Sign regritations shall k as prescribed in section 4. 15, Of required t1w die PRD beemploytd in areas where the eomprthengi plan rmorrunendsdensilies in excess ve of fifteen (15) dwelling unit,,; per am, in reCA:�grjhion that development at s"h densitici generally mquires (Amended 8-14-85) 12. Tier I and Tier H personal wireless *crviev. favdities (reftience 53 M). (Added 10-13-04) 193.1 19.5�2 Additional are -A may be added to an establithed FRD district if it adjjo4-is and lorms, alogicat additi"n. tothe 20 UJ P-4 LIJ Z &�e <:5`� 'Name, ? 19-2 APPLICATION 13. Family day homes (ref�rcnce 5.L56)� (Added, 9-11-13) app roved development. The procedure for an addition shall be the same as if an original application were filed, and all requireintmts she If apply except the "unimum acreage requirement of seoio it 19.5, 1, Of ,,2, ____ 12-1040q9-2-81; 1 1-t-89; 5-12-93; Ord. Ord� 04-180,10-13-04; Ord, Tax Map and Pamel Number:09C)OU-00-OU-03100 Notwithstanding the requirements. aria previsions of section 8.0, planned dovelopinent Jistri--r-, gmerully, whem certain planned community (PC) or residential planned RcighborbIR)d (RPN) districts halve been 9-11 -13) 19.6 MINIMUM AREA REQUIPENtENTS FOR OPEN SPACE AND RECREATIONAL USES cstabliAed prior to the adoption of this ordinance, such districts shall be �dnji&r(�d to have been estab][ibcd as PRD disirids under this ordinance and shall be so designated on the zoning map, 19.3.2 BY SPECIAL USE PERMIT M6�1 Not less: than twcnlyfive (25) percent ortire area devoted to residential use within any PRD shall be in common open space except as Imcinaller expressly provided. (Arrwitcled. 9 - 1 �-99) fluilowing uses shall be prxinitted by spec^ial use permit in the pRV district subject to the applicable requirements of this chapter sad provided that no separate application shall be;�.iied for any such use a's =J UJ shall he included in, the original PRD xzoning pet ition: (Arn�midcds-5-10) 18-19-1 18-19-3 18-19-4 CL C) C) 0 0 U LU rn LU 0 LU JOB NO. 112066 SCALE NIA I F-1 SHEET NO. 6 LU LLJ V) 0 0 0 Q> U) C 0 0 U) X 0 0 U) 0 0 0 L> Q E 0 (D 0 _0 0 co D 0 0 D E _0 LU Z bi V) Z _:1 _J 0 CL W D U X E Z3 C3 _0 CD