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HomeMy WebLinkAboutSDP201400057 Plan - Approved 2014-09-30Ed MT 'I L FANd 2 1 s!j 11 1 L'I 1_ _1_ k' F ' I it's 011rft. J-- A -'A r"o J IL w A k M Ed MT A! I = MiLW M 1 1 � 1 � • i--, * u ■ , ■ �I ■ Currve Radius Tangent Length Delta Chord Chord Bear. C'1 175.00 9.65 19.29 6'18 56 19.28 S 26'0123 W C:2 35.00 33.50 53.44 87'2912 48.40 S 20'52 55 E a3 540.00 56.77 113.12 12'00 0 112.91 N 7037 51 W C 4 35.00 29.63 49.18 80'3010 45.23 N 63'07 02 E C5 225.01 12.41 24.79 6.18 47 24.78 -R-26-0124 E C16 1472.40 157.98 314.76 1 12'1454 314.16 N 13-34' 20 E Course Bearing Distance Li S 76'09 34 E 11.47 L2 N 8218 49 E 18.2 L3 N 55-47'11" E 24.40 L4 N 54'341? E 51.77 L.5 N 63" "0 E 24.62 L6 N 78'35 S E 53.53 L7 S 88'S -4!21 E 14.91 L8 S 54'5x41 E 54.57 L9 S 43'08:3 E 141.55 L10 S 53'42`:07 E 102 87 L11 S 17"46 1 5 7 E 166.27 L12 S 1030'118 W 81.51 L.13' S 2634 n7 E 85.75 L.14 S 11'1150 E 193.39 L15 T'42'5815 E 44.97 L16 S 03274-79* W 97.27 L17 S 35"13 55 E 69.16 L18 5 2Y3-8 22 E 65.59 1'.19 S 2' 04516 W 89.84 L20 S 39'49 04 E 53.80 L21 S 39 49 04 E 13.70 L22 S 25'0139 W 266.18 L23 N 64'58 21 W 192.44 L24 N 64'58 2i W 347.14 L25 S 49'20 31 W 113.71 L26 S 22'5158 W 53.92 L27 N 22'5158 E 61.25 L28 N 13 32 43 E 64.09 L29 N 6*V210 W 322.64 1-30 N 401158 E 53.79 L:31 N 38'24 58 E 181.21 L 32 N 07'0910 E 1 108.09 L;33 N 14'19 04 E 88.36 CASON FARM RD. TMP 62 -25C TMP 62 -25C1 BROADUS MEMORIAL BAPTIST CHURCH L2 be L6 < <8 ? DB 1109 PC 353 Ll _......__ _...__._.._...1% DB 1078 PG 97 NAIL SET IN �y 10' PRIVATE EASEMENT WOOD BRIDGE \, \ S891419 E TO BROADUS CHURCH PROPERTY 194.32 DB 3662 PG 444 S78-20,51,, TMP 62 -26 123017, TOTAL N , �,l CASON, WILLIAM _ DB 793 PC 106 - -- , ;v - Z �` �' L12 0 1 �� z I TMP 62 -25 TMP 78 -59A O�N MOH. FOUND A 0 ti a I 20' SANITARY SEWER EASEMENT A DB 3662 PG 444 �, , 0 p 20' SANITARY SEWER EASEMENT i DB 3662 PG 444 CASCADIA DEVELOPMENT, LLC f ; "PARCEL, TWO" l TMP 78 -59 TMP 70 -59A TMP' 78E -H Y, FONTANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT `�,QB 2436 PG 623 X29 20' RWSA ESMT.--J DB 859 PG 53 ~ ~� DB 742 PG 195, 197 PLAT TMP 78 -57A L2 C KMH PROPERTIES LLC. DB 3222 PG 519 r'A- TMP 62 -25 - \ \ DB 4209 PC 088 NF @ 18" POPLAR 55.266 ACRE'S (TOTAL) TMP 78 -59 144 gig CASCADIA DEVELOPMENT, ` "PARCEL ONE" TMP 78E -H1 DB 4209 PC 088 5.506 ACRES v � 25`� h k4e X44 TMP FONTANA LAND TRUST N69395, 2 1p560, TMP 78E -H FONTANA LAND/' TRUST 78E -C FONTANA OWNERS DB ASSOCIATION, 896 PC 281 -41V4 VIRGINIA E Y EASEMENT POWER EM NT ADf FjSI�� A DB 269 PG 284 �`4��' 2p SEE ALSO DB 867 PG 337 , hh TMP 78 -57 . PANTOPS- LAKERIDCE LL „h DB 2805 PC 70 /?0 PS I CoverSheet PS2 Notes.. Abbreviations, &Legend PS3 Road Sections &Code of Development Tables PS4 Existing Conditions PS5 Subdivision Overview PS6 Site Plan PS7 Site Plan PS8 Site Plan PS9 Site Plan PS10 Proffers PSI I Details CURRENT DEVELOPMENT PLANNER 3 -JP�Cl :!� *'?Ar,. Submittal Type Reviewed and Approved by the Commu ity Dejvelopment Department Date Iq File# - q r All _ LZ E ,nNNCO =' E ammQ C\1 R L J ' F IMYERS o. 33028 4 - L A C0 0 a 114 co Z a c> W w A -4 M a w Y U W T V m 0 w z w 0 r E S 0 __j co a z J U- �G 1:4 0 N C) CT P w 0 rn N CD zo CCL /?0 PS I CoverSheet PS2 Notes.. Abbreviations, &Legend PS3 Road Sections &Code of Development Tables PS4 Existing Conditions PS5 Subdivision Overview PS6 Site Plan PS7 Site Plan PS8 Site Plan PS9 Site Plan PS10 Proffers PSI I Details CURRENT DEVELOPMENT PLANNER 3 -JP�Cl :!� *'?Ar,. Submittal Type Reviewed and Approved by the Commu ity Dejvelopment Department Date Iq File# - q r All _ LZ E ,nNNCO =' E ammQ C\1 R L J ' F IMYERS o. 33028 4 - L A C0 0 a 114 co Z a c> W w A -4 M a w Y U W T V m 0 w z w 0 r E S 0 __j co a z J U- �G 1:4 C) w 'd P� Cy:) E.4 O �n 0 W O � � H P--4 Cn E1 w z M DOM. PROJECT NO:1 INDEX TITLE: s I SHEET NO: 1 OF 11 DATE: 08/01/14 SITE DATA & GENERAL NOTES Lot Width ABBREVIATIONS Minimum Setbacks LEGEND Rear Single Family 60+ 15 -30 SITE IYATA OWNER 10 Single Family GENERAL 10 -30 3 EXIST PROP DESCRIPTION EXIST 5 -25 PROP DESCRIPTION CASCADIA DEVELOPMENT, LLC. GENERAL CONSTRUCTION NOTES: ABAN ABANDON(ED) MAX MAXIMUM - -.. -.- PROPERTY LINE = x 125 TC TOP OF CURB ELEVATION 170 SOUTH PANTOPS DRIVE 1. Prior to any construction within any existing public right -of -way, including connection to ADJ ADJUST MIN MINIMUM 5 20 9.0 0 0 Block 6 CHARLOTTESVILLE, VA 22903 any existing road, a permit shall be obtained from the Virginia Department of 1 65 3.3 0 0 -- ADJACENT PROPERTY LINE x 125 BC BOTTOM OF CURB ELEVATION 0 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of AHD AHEAD MON MONUMENT CONCRETE UTILITY !� 1� ARV DEVELOPER: the permit. Where any discrepancies occur the requirements of the permit shall govern. MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE VACATED PROPERTY LINE ;. x 125 FL FLOW LINE ELEVATION CASCADIA DEVELOPMENT, LLC. 2. All materials and construction methods shall conform to current specifications and APRX APPROXIMATE NIC NOT IN CONTRACT STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC 170 SOUTH PANTOPS DRIVE standards of VDOT unless otherwise noted. BC BACK OF CURB NTS NOT TO SCALE TAPPING SLEEVE & VALVE EASEMENT ".% x 125 EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE, VA 22903 3. Erosion and siltation control measures shall be provided in accordance with the approved WATER LINE F &G FRAME AND GRATE WM WATER METER BUILDING SETBACK GREASE TRAP WV WATER VALVE GV GATE VALVE erosion control Ian and shall be installed prior to an clearing, grading or other P P Y 9 9 q BFE BASEMENT FLOOR ELEVATION OC ON CENTER x 125 SPOT ELEVATION LEGAL REFERENCE & SOURCE OF TITLE: DB 4209 -088 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BIT BITUMINOUS OH OVERHEAD - --D - BUILD TO LINE " ' x 125 TW TOP OF WALL ELEVATION 5. The maximum allowable slope is 2 :1 (horizontal: vertical). Where reasonably obtainable,,uz .�.�.. ZONING LINE x 125E ;W BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT. RIVANNA lesser slopes of 3:1 or better are to be achieved. BK BACK PE POLYETHYLENE "' 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the TEST PIT LOCATION LOCATION SOURCE OF BOUNDARY SURVEY, DOMINION ENGINEERING County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BM BENCHMARK PERF PERFORATED LIMIT OF DISTURBANCE /BORING SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/11/14. channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BS BOTTOM OF SLOPE PROP PROPOSED FLOODPLAIN LIMIT BENCHMARK Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. CB CATCH BASIN PRVD PROVIDED oz BUFFER ZONE ® IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 9. All excavation for underground pipe installation must comply with OSHA Standards for g P P P Y CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4, 2005 the Construction Industry (29 CFR Part 1926). RMA - - -- RMA - RESOURCE MANAGEMENT AREA - UD UNDERDRAIN CENTER LINE RCP REINFORCED CONCRETE PIPE THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. GENERAL CONSTRUCTION NOTES FOR STREETS: RPA - -- -- - -- RPA - RESOURCE PROTECTION AREA ' " "° DRAINAGE LINE 1. Construction inspection of all proposed roads within the development will be made by the CL CHAIN LINK REM REMOVE BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE 'EX -1" ON SOUTH END OF SITE = 393.94 County. The contractor must notify the Department of Community Development (296- CMP CORRUGATED METAL PIPE READ REQUIRED fto ROOF DRAIN 5832) 48 hours in advance of the start of construction. - -- - EDGE OF GRAVEL WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CONC CONCRETE RET RETAIN ,a --- 8"S - SEWER LINE shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results EDGE OF PAVEMENT SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, CY CUBIC YARDS RT RIGHT CG -2 " ' STANDARD 6" To TRENCH DRAIN a revised pavement design shall be made by the design engineer and submitted with the test CURB results for approval. C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 WATER LINE THIS PROPERTY IS ZONED NMD STANDARD 4" CURB Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15 -30 5 10 Single Family < 60 10 -30 3 10 Townhouse 16' -35' 5 -25 3 10 Multi- Family N/A 1 -15 4 1 15 Mixed Use N/A 1 -15 4 15 Non - Residential N/A 1 -15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 Estimated Block Size (in Acres) 50 Feet Block 2 Max. Residential Dwelling Units 38 Feet Blocks 4 -7 Max. Non - Residential Sq. Ft. 38 Feet PROPOSED BLOCK AREAS AND USE DENSITY TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres) Min /Max Square Footages and Densities by Use by Block Min. Residential Dwelling Units Max. Residential Dwelling Units Max. Residential Density per Acre Min. Non - Residential Sq. Ft. Max. Non - Residential Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 1 65 3.3 0 0 Block 7 1 7.63 25 65 8.2 1 0 0 PROPOSED BLOCK AREAS AND USE DENSITY Block Proposed Block Size (in Acres) Square Footages and Densities by Use by Block Residential Dwelling Units Residential Density per Acre Non - Residential Sq Ft. Block 1 9.27 10 1.08 5,000 Block 2 15.07 95 6.3 � -0- Block 3 4.29 14 3.26 0 1 GROSS RESIDENTIAL DE5NSITY: 4.16 UNIT /ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE BLOCKS 4-7) PROPOSED ADT, 1190 VPD (119 LOTS X 10) + 55 VPD (5,000 SF. OFFICE) = 1245 CURRENT USE: VACANT 1 PROPOSED USE: TOWNHOUMES (52 UNITS),SINGLE FAMILY DETACHED (19 UNITS), SINGLE FAMILY DUPLEX (48), OFFICE / COMERCIAL (5,000 SF) LAND SCHEDULE: PRE - DEVELOPMENT (SF) % POST- DEVELOPMENT (SF) % RESIDENTIAL LOTS 0 0 9.77 ACRES 34.1 PUBLIC R/W 0 0 6.57 ACRES 23.0 (INTERNAL) PRIVATE ALLEY R/W 0 0 0.19 ACRES 0.6 COMMERCIAL LOT 0 0 0.26 ACRES 0.9 OPEN SPACE/PARKS 60.772 ACRES 100 11.84 ACRES 41.4 TOTAL 28.63 ACRES 100% 28.63 ACRES 100% IMPERVIOUS AREAS: ROADS/PARKING AREAS: 2.990 ACRES CONCRETE WALKS: 1.031 ACRE PROPOSED BUILDINGS: 3.986 ACRES DRIVEWAYS: 1.475 ACRES TOTAL IMPERVIOUS AREA: 9.484 ACRES REQUIRED PARKING: 2 SPACES PER UNIT 67 UNITS X 2 SPACES PER UNIT = 134 SPACES 134 PARKING SPACES PROVIDED REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 52 TOWNHOUSES X 2 SPACES + 52 TOWNHOUSES X (1 SPACE /4 UNITS) _ 117 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 52 UNITS X 2 GARAGE SPACES = 104 + 6 OFF STREET PARKING SPACES = 110* *PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE ON ONE SIDE OF THE STREET ON TERRACE LN. AND MEADOW LN. PARKING TABULATION FOR OFFICE I COMMERCIAL SPACE REQUIRED PARKING: 20 SPACES FOR OFFICE /COMMERCIAL ALBEMARLE COUNTY ZONING ORDINANCE. 20 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfoll easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross- drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -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 maintained 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 a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. 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 the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste 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 in a safe manner that 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 of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegross 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 /100sf. Alternatives are subject to approval 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 /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be 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. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -2078) C &G CURB AND GUTTER R &D REMOVE AND DISPOSE DIA DIAMETER R &R REMOVE & RESET EL ELEVATION SD SIGHT DISTANCE ELEV ELEVATION SQ SQUARE ES END SECTION STA STATION EW END WALL SW SIDEWALK EX EXISTING SWEL SOLID WHITE EDGE LINE EXIST EXISTING SWLL SOLID WHITE LANE LINE FDN FOUNDATION TBA TO BE ABANDONED FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED GTD GRADE TO DRAIN TC TOP OF CURB IFIRON FOUND TS TOP OF SLOPE IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UG UNDERGROUND LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK LF LINEAR FEET YDS YARDS LT LEFT UTILITY !� 1� ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE CO CLEANOUT RIM RIM ELEVATION CTV CABLE TELEVISION SAN SANITARY DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE F &C FRAME AND COVER WL WATER LINE F &G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6 "V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT CONTRACTOR'S COORDINATION RESPONSIBILITIES CG -6 COMBINATION 6" CURB & GUTTER CG- 7 COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING .4 BE BUILDING ENTRANCE LOADING DOCK s BOLLARD © DUMPSTER PAD -i- SIGN F STEEL GUARDRAIL F WOOD GUARDRAIL 4 "FP FIRE PROTECTION LINE - 2" ow - WATER SERVICE UNE - G GAS LINE OHw OVERHEAD ELECTRIC WIRE UGE UNDERGROUND ELECTRIC _ GHT OVERHEAD TELEPHONE LINE UGT - UNDERGROUND TELEPHONE LINE .... .._... -CATV CABLE TV " - - - - - -- _..__------ 12 - 00 CONTOUR INDEX CONTOUR DRAIN INLET °Gy DRAIN MANHOLE W Y"WA �ffi PLUG OR STUB CROSSWALK FLARED END SECTION �--� HEADWALL " - - - - - -- _..__------ 12 - 00 CONTOUR INDEX CONTOUR °Gy PARKING COUNT W Y"WA �ffi C CROSSWALK ELECTRIC MANHOLE Zn ACCESSIBLE CURB RAMP � + HANDICAP PARKING 0 a VAN - ACCESSIBLE HANDICAP PARKING ..� VAN TRANSFORMER PAD s a 4 ° CONCRETE PAVEMENT / SIDEWALK .S 0 4 RIPRAP E c NEW ASPHALT E-4 W _l GRASS 0 EC -2 BLANKET MATTING 0°" EC -3 TYPE A Co C-► W EC -3 TYPE B D WETLAND 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BIE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 0 SEWER MANHOLE CPO SEWER CLEANOUT 1 ® $' CM U WATER VALVE & BOX FIRE HYDRANT ASSEMBLY WATER METER WATER WELL °Gy GAS VALVE C GAS METER ELECTRIC MANHOLE EM ® ELECTRIC METER � + LIGHT POLE 0 ® TELEPHONE MANHOLE ..� ® TRANSFORMER PAD s " UTILITY POLE .S 5 GUY POLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE vSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 27. of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. e r- T H Gtr v MIC �' F. S c. No. 33028 �s 'VIQNAL C� I � o � w A /y O } m w Y v w v m z 0 M 0 w z t9 w 0 14 rn di v U) � U C � 61 01 O e z z � 0 U ..� � - v ° _ .S 5 w E c E-4 W r 0 0°" _ e r- T H Gtr v MIC �' F. S c. No. 33028 �s 'VIQNAL C� I � o � w A /y O } m w Y v w v m z 0 M 0 w z t9 w 0 14 rn di v U) INDEX TITLE: ,.� SHEET NO: 2 OF 11 DATE: 08/01/14 z z � w U_ C7 w E-4 r G3-a Co C-► W C:) ,04 !� 1� W d � N w IE- w C.. F� LLl J ►� H Z w � DOM. PROJECT NO:14.003 INDEX TITLE: ,.� SHEET NO: 2 OF 11 DATE: 08/01/14 Ta ie: Typical lVlld -1 ➢cock Street Sections l(ln fee 3 _ *W�vaue�sr+sktbXaec+.:ai,Wes , xrNaai�u. tvK x+ navcr+ rvralsnx ?� +vuAfiJ•.t4{vdrM ?axaN.�� LNGa»ev {' rxA I:) ( w+l .� N N 41. [i (� 'y y' ) (yam.; (¢` +� er� p U b t .. _ 2 i ptv �•v 1�Aal�3�7�� 1 �• dY 4x454 •�' , y GRIe r4J Table i y • , I ► A s + . t 4 =z r� 4:f �E r �,.) Viz? ::{ :i7l3ri� iil. ;, t; Ji ct,4f w11 o!i .� > `p - c able �P-� _ : _;����r����l: � r�+���-.� ���.�, Civic n Amenity reas by Block i n sum `ft tre Design Cat e . .l F � ,. � I ►:::�: � � ,, �° .• , "� _ � .c_ _ 6 6 v l:,t.,il0S Park 1 /i +:1111 1 !zit iz ,ROW Widths / 1,7.nY Mph ,a/•tiefc,Vw ' (PA 1; 1.: f, ? ! `," . k t i t34 wid t h Re t � a- il S °� 61 O M CO P (` ni it "- �. Cascadia Drive ,i {)1 I {1 {1 i n. 4il-' ai t Pzcztaii�ic<<d :3'7 i 0,5 6 5 l 6.1 it C � � `�" °ti j 3 #� :, i i e. - .. • T""a7 -Y 1 P LR .,... ....- ......- ...,wn..n.......n._ ,,. r nn wv -..., .._- I� u TTT i 4 r, Del lai Lane,;(Casc.ddia Dr ,I: ?el 311i I3r) Art n i`2 �fy 3' {}�';t t� ^} �t o r`� e-v v�" }.`i��}n jy''��� : t:uis v "��• n ��:�', %� � � .. r! l� {/ *9 y(.i { ) !t //� } .� Y -Rl 1'i 4.Y �Y r • I •J iC Yi , Arai.{ ..� 4 � ! it by Rl V iJ<i. i { 5 A"i -{ 5 �� Y ..1�� V' ,.' .�'�l. I � .. .�lA i •. i ,"M � \' Cl�•' � �.. .�1,! I il..� : t,� ✓ 1 ff 4. 1._) o� & Delphl Driv0 } Occasional a ' _ ` I C Delphi i,arie (Delphi .Drive Terrace . ,� r {F; I 189547 Lane) 'l {tl I {iii' ii.; Occasional" 30 -3ci I € . f, 5 1 56 -G2 1.3lt.. `E { �.,4 //���m((<ka " }j{'}{Ii feel lit Lane (`i e�rac:E,u�e. '.Sur�ini9: H t MW O W M ..... .r. -..i .� • .•_ 1 • �'* � : }E +t � L y �f ; 1 /} 4 i t 30 t 6t 0 ! 1500 'y Occ1S!Ciil P:r Lane) 2 , a _ ' • � _ _ _ ...,�ox+.w.M ...,.wmr.•+n.� ,.n. N• ,..:•$a .z -n ... _ ... d,:. y'.-, xas .N�i�m,n;.:.n,,.«.*i,.......... --- M..•.•. --. # 1....,� � .. »..... l "t , < t i C i € � �_:: cY r;, i 3 c Allee Dr.,1Ktinll U, - Meadow Ln., s .�� � ' Terrace Ln, Scirnrrut ;lyai'k l,t -, Sur3-in11l. 1.11 !,> -'Ii.lc) 3 WI. -J.-Y 2 Occasional 0.5 6 5 '1 54 l) f W'r _ _ = • Paz•k Circle, & Ilill�:�. i. ; � Xnolt -Park _ .�......_�� Oval Park Ln &' S1lort St. l.il� Ic, "?.`,tf 1 ',t? t �,iy ' _ t�cczzsi {�n�,!`' :.'..(i t I t).a 6 1 ,' 5I •-54 !; a e p�` r �'It 112214 g ' Village Drive 11 JI) t 1�..�k.. `' {'.,..... -... ' €i�',. ?? ; (1.5 ti 5 I 4$ !` � v 4 y® } i.t) i .f l t. I I3cinarcatta c1 µ i v In .�C: �. �.. C a � A' `I.' (Alley) N '�. � `�Ijlty , � N�zfA. 14 -� N- /A N /A. N/A 3 20 G . '* a T 5011 Note: All proposed roadways have a projected ADT of less than 2000 VPD. IT 0 St 00 k 3 Pocket 31424 Afr rEt: 9%,454 2 CODE OF DEVELOPMENT - TABLE C .:� w. _ _.. _.._._.._........_..._.___.._.. ................ . o PS3 NOT TO SCALE MIC MYERS N oC k Li c o. 33028 .........�.....� .P. ». .�......� ... Block • -- ' Public R/W , Val pnl`kw 9,333 "IONAL V11 61 5iock 5' - 6' - 36' Curb To Curb 6' 5' _ 1.0' Sidewalk Planting 0.5" 0.5' Planting Sidewalk 1.0' f2 _ _ _ T Strip Strip m w yP. Typ 1.5" SM 9.5A T ��!yy ,�(y�� ,[t , ..-..,,,.,..,, �o, >._..�......__._}},rr++r..r,,.,,t- .,.,7/J,7{�•��� - - -f, % }y.��, Jj 2.5" IM 19.OA yp• Typ' o »4 GEi3•.r t,� • �ar •.+g V�.f 7 4 i1 ,iJ "t Y CG -6 SLOPE 2% SLOPE CG -6 c� LU Install sidewalk a ' �•��'° #ITi"t:f `:' ` '..; _ ti shown on plans {t U .. Depth = 4" r ,�xl@ 647 __ <_ ?_, _ }_____ �L__ <...: �_ -< - s Z z COMPACTED SUBGRADE� � w -- ^ ^ -• 95% COMPACTED 6" VDOT 21A 4:95,127 4 04,495 57,642 w m To #r6 At ?.1e.F'41�y .fF'�ar«�ia (.'4. t�iv %Sir tr1'i A +.--L� •i" e',4 Ri. -:r�i L t�'+t '�.'.9i��.r,�P i ak'.'S� 529,$)79 4 `� X � .:.. - lei '' "�`• t t {41 � . /..r+. � Z «. w � w .. ,� ;�„ �r�:#;. %x 4' :Ia ,r :::: iz�. -. I i 1 4}397 (301110 of Gascadia) Transition from entry section at S -!t� Ar ,647,?'3� S = 60.8 Ae� 11 +10 to 11 +60 r� AMENITY AREAS PROVIDED: TYPICAL ROAD S - m 3 _ SECTION CASCADIA DRIVE (STA. 11 +60 > END) o BLOCK 1: 241,424 Sf. Entry ark Amenity & Green Space Area Trails and Pond) CONSERVATION AREAS PROVIDED. _ . ............._... _._._............. _.... _....._....._..._.... __ . _. _...._.. _.__ __ ...___._ Q Y Y P ( PS3 NOT TO SCALE 5,228 Sf. Cascadia Park "C" Amenity Area (Pedestrian walk and plaza) BLOCK 2: 120,268 Sf. Open Space A z W � 80,860 Sf. Other Conservation /Green Space Area BLOCK 3: 91,351 Sf. Portion of Open Space Lot E � BLOCK 2: 9,'781 Sf. Knoll Park 1 CODE OF DEVELOPMENT - TABLE C �o' Public R/W A r0 ....._... _... _ _ ._.._.._._.... 8,863 Sf. Village Green PS3 NOT TO SCALE 5 _ 6 22' 12' Median 11' 6 5 19,421 Sf. Cascadia Parks "A" and "B" 2 Outbound Lanes Inbound Lanes 9,100 Sf. Pocket Park 1.0' Sidewalk Planting Planting Sidewalk 1.0' Strip 0.5' 0.5' Strip Typ Typ 1.5" SM 5A TYp. TYP. Z zo cvn 14 BLOCK 3: 9,622 Sf. Pocket Park Amenity Area ( Pedestrian walk a grass plaza area) 2 _ PS3 11_�:�""'� . . . . . . CG -6 .� SLOPE 2% SLOPE CG 6 � w� Install sidewalk as �'`�` "` CO x n' u >.h a A r a a y, sr rSa J'C +, 'SyY 3' r s A/ 1 shown on plans Depth = 4" COMPACTED SUBGRADE� 2.5" IM 19.OA 56' Public R/W 95% COMPACTED 6" VDOT 21A 5' g' 29' Curb To Curb 6' 5' LL' 1.0' Sidewalk Planting 0 5' 0.5' Planting Sidewalk 1.0' 4 TYPICAL ROAD SECTION - CASCADIA DRIVE (ENTRY) z Stri Strip TYP. NOT...TO SCALE. _...._..._.. ... w TYp. p Typ 1.5" SM 9.5A 2.5" IM 19.OA TYp. PS Z CG -6 2Z SLOPE 2% SLOE CG -6 a n8rsi: "r•i.' «'.i�re,�:x:, , ^i�'l:s�: n`'r�:: ;.Z;•r.�J..'�,t.. }....' :x::.43.. v Install sidewalk a shown On plans �< z Depth = 4'.,,_ -5_�_ 54 Public R El E-+ COMPACTED SUBGRADE� I " E-1 95% COMPACTED 6" VDOT 21A Q1 '�' Z 5' 6 29' Curb To Curb 6 5' Cy E--1 1.0' Sidewalk Planting 0.5" 0.5' Planting Sidewalk 1.0' Z I W Typ Strip T 1.5" SM 9.5A Strip Typ d `� TYPICAL ROAD SECTION MEADOW DR. yp 2.5' IM 19.OA Typ C) PS3 NOT TO SCALE CG -6A 2„ SLOPE 2% S�geE CG -6 �'�'' Install sidewalk r. P4 �' shown on plans Depth = 4" COMPACTED SUBGRADE� 95% COMPACTED 6" VDOT 21A Z 5 TYPICAL ROAD SECTION - TERRACE DR. & VILLAGE DR. w PS3 NOT TO SCALE -c'�,a U H' E-1 wU a F w 1-I w -- 24' Private Alley /Utility Easement Z X Q 2' - 10' - 10' 2' DOM. PROJECT NO:14 %3 INDEX TITLE: 1.5" SM 9,5A 2.5" IM 19.OA ----- 2% 2 %---- 6 TYPICAL ROAD SECTION KNOLL LN. 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A critical slopes waiver has been approved for this development with ZMA 2002-0004. �_J''' 11 `� ` i !; , le , � ,,, " it �l __1 I 1: it It ;"ltl",;"��,', , 11, I I, - 4 , ; ! ; ir, ,t" 1,_,_,^�-_­,­,�­,__, i " /I ,/lIll , . . ; I , -- l­­_�, " i, ol,// -- --- - ; I I-, I ,�, ��,,,,Z,�­ , I '' ------- , I I i � , , I - --- " ,� I 1 I ! : I . _jl/lii I __ C__ . I ___�1­1_1 //!, I , " I i /l/1,11"111/1" , I I . . - - __f 'Q "I'll `/, I 100 0 100 SCALE: 1 " = 1 !>1 ::: 1E, S E 's M �� a C*, oi Z ,zi, &_ C', - ,�D ,- 2 < to - . � �> 6 IT; L3 ill! QS r-- I- 5 = G� G� E - 5; 0 in ,Fr ,T m Aa 1� 114, C411 a C\1 = r- M � - U , '11,TH 0 N )�7 , - X - NUCHAE F. MYERS ' L * 1 .33028 I 6 -.4 _/,� ,,,;, 0 1 Z� lep . I W .A" "FF ' Z' Nv"'a',( 9 N A L � '� �' 6 I I Ill 11-0 11 0 0 0 0 W I 5-: ca M 3: ;� M t 5.� M 0 UJI M 0 W LU 0 V = I I I I I I 0 E 4 rX.j _<� I E_ >_ I M C2.4 El- > -4 E__4 14 4 I z W ��, ..", �­ll lttq Q-4 ­4 0 - C) 9) W " �4 P4 Pq ff kj.j U I r:� Z7, >, (Z) ,_� :::4 �� U) �2� = C4 6 M :2-, z ;4 �__I ICZ, 11-0 11 0 0 0 0 W I 5-: ca M 3: ;� M t 5.� M 0 UJI M 0 W LU 0 INNEW" NONNI V = I I I I I I 0 E 4 rX.j _<� I E_ >_ I M C2.4 El- > -4 E__4 14 4 I z W ��, ..", �­ll lttq Q-4 ­4 0 - C) 9) W " �4 P4 Pq ff kj.j U I r:� Z7, >, (Z) ,_� :::4 �� U) �2� = C4 6 M :2-, z ;4 �__I ICZ, P-4 E­i �-­ii U) I C:) 0 = _<:11 E__ I �� C) Q-4 " i rZZ1 ,.L_� 04 U ;-z; .C::� E-F-1 ir-4 M I U �_� IF`� 12-il Cf) 1_� ;;�_ Pr4 E-4 P4 --:� -.:::4 M E- =_ N - - - - - - INNEW" NONNI INDEX TITLE: I I , I I I I I I 200 300 1 SHEET NO: 4 OF 11 DATE: 08/01/14 rX.j _<� E_ >_ I - C2.4 El- > -4 E__4 14 4 I z I ��, ..", �­ll lttq Q-4 M 5� 0 - C) 9) �� " �4 P4 Pq ff kj.j U �-_..I P4 r:� Z7, >, (Z) ,_� :::4 �� U) �2� = C4 M 1--" P_" 0 ;4 �__I ICZ, P-4 E­i �-­ii �� I - r::� = _<:11 E__ I �� C) Q-4 " i rZZ1 ,.L_� 04 U ;-z; .C::� E-F-1 ir-4 C) �2� 121 U �_� IF`� 12-il Cf) E-4 P4 --:� -.:::4 M E- U Z 1,4- i >� U) I i�4- 1]lj W j �_ �A �_"`­Fll P4 F- W p---q :21- W 1: �.� 1_ - I U) - - - IDOM. PROJECT NO:14.003d INDEX TITLE: I I , I I I I I I 200 300 1 SHEET NO: 4 OF 11 DATE: 08/01/14 LIST OF VARIANCES TO BE REQUESTED: o N� FS Variation #1: To vary the street layout J t f f f f Variation #2: To allow public maintenance of various streets Variation #3: To allow lots 106 -111 to front on a park. ' If Variation #4: To vary the street sections for Meadow Lane, •� .0 — { J f f f z• r r f v 1 i f Village Drive and Terrace Lane, and provide new street sections f�` f f i' J / •J J r f { for townhouse lots 68.75 and 106 -111 Variation Request #5: Garage Setbacks W If ? f f J f 1 f t f Variation Request #6: Build 10 Lines r_U f f f s Variation Request #7: Location of Knoll Park goo" .7 l ",It, r The 15% ADU requirement will be met with units to be co ., shown on the final site plan. 46 � . ,� �''i %§ tff'f l /� G��•I�s p N �O f' If 1 f 4 e �J / }f f � J /f I,J Op 'lifl i1 f J r f O G' jf , _ \�j f f If 4 If NUC F. f I� r 1 t L' . 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( J { r i� .�_r..�_�r _ r { { L � -;� � f � -•¢ —/— � -�— r�' ' 7 —' � ; -� �- � =, r--^ r r rf�' —�-- 7- ;— s °-�— �-' --�— -rr r -t —r=� —' � Q (�'''yyam''� /� i� r J r r�— �'�l— ` � J ? r ��• r J f'? -' r� i / f f f � s r r! i j ! f J %�s J t r` s � � � F°�-�i J %I�II�YI�II. } PSI f' 3 ' Vege,ation ' �\ J % BLOCK V K ♦�� Jff 14 4f °tom.,. r�`,�'1� r'r ' J i {� /�+ /�I j f �1 r is f fr r` /i j'� f f� f � r � J i i I J .� N Yv ff f f pS { f f f s f 1 % 1J f fr f J r; J r f f Jf j �f�t[)� J f j J Jf J f J J f J f , tI fJ I f I Jf f r " f Jf f ff {{ f' ` J r f £f J =f /r f fr'JJ {r r' ZJ f / f' I , t t•� E� f f f J J J 1 f i�� f f JJ r J t >`. I_ hf f� f�� j Jj/ 1 f r T 7 r f >! f I f r f f f j e f fj J t f f f f J f I f f r J r f f J f fIf H -- __________ g!� onservation Area �� F- U) �---�- ^ - -- I�� iii „ DOM. PROJECT N0:14.003 , ± ;' INDEX TITLE: T S 5 ir C- 7�J,12 100 0 100 200 300 SHEET NO: 5 OF 11 SCALE: 1 " — 100' DATE: 08/01/14 - - -C I ­ . -, _,�.. ­_.'� - � ... ...... _._ '­ ­ ­­_ -7-.... - _ C �", I I � . _ I I ,� I ­ , , � I ­ , '' , - 11'1­��" � , ', - -_ - - -- . I 11 - -__-_It� � , �, I , . I � /7T_ .1 , " __ - . , . 4 � , - I "I , • " I � I , 7 . 1� �, . , I " ,� _" I 0. I., ,,� / .. . / , . ,� , I , � 1, I 11 �, 11 \ I , i � ___L!1_1 . � � � 11 �::� S.9 -----�� .8 1 113 , _ ��I__ � , � � I I q) - -E- -- I - , ;..- S.9 - -"-- ­ , - -s'.9 , _< < - ; I .,s - I .1 I , ., , iL�' - I , __ _ ­. __ , " , �' ._5 , q , I � �, 7.R-- S.- == SA , . . /1 - , , , ,�� " . I i � I I -4 E - os"I --S,.Q/k ,� ;R - 5__ _! .9 - 2�t A/ " - 77:7 i k I i 11 1, i . �,_ - --- -­ / I $.9 -S..s - C', j"I / , ", \ � �t )I 1 �� i 11 I �, � 1) \ i i " A ,G,�,- � - � - - I I I I t I I / I . - . O"k I _11 I � I �A Q ;= ��'(D' - _=_I?_��_ _t'j.7 15 0) ,r- -A _1 I I � It i I � I 11 -11 , � � I I I I \1 -, C R�_* - = � i � I ;_ I I 11, T j . 1, R CU - e � - - _ _ 11 _ , - � i � I 4�,= - I - 4 1 - -, -t­�, � � � � I I = 6 Gi 9 - - 1W p i i � I ____ . ,; " I 11 I __ - t, 4 , IN - , , . I I I I //�' " q5 I I I I­ 1, .N - I 1. 24--k��t ...... - __ _ LOT Y,j , , 1� I - = .� . __. 2,026 sf " ,wr' I I"'--- 4. " � � I � � � . i i It, I . .... - - ----- -.- _. I I I i I I . 151� a; i - _ - ­­ . . ..... - . " ------ - , , I - - L_ = 5 , _. U1 v/ I -W / -, 1. j�, . I k --- I , LOT 66 2 -CAR _,, , � !I � �, I i� , t . k I 13 I � /-, . , \ ___' _� � , III _­ , � - .1 t � �z �� � I I . ��2��_ � co '. 414 \ 11 "\ ,� .1�1 , _,�, � �­ C (D ,r):R'T v , . ­LOT 63 2-CAR LOT 64 LOT 65 2-CAR ­ 4,408 sf 4,803 sf / // // I Z011 ,,, �1� 11.1 I .1 `Q)� I " � 5I � I �11 . 1 . I il I � ,L_ 2 -CAR'' . / / �/ -C, I I I I � t � i I t i I i i "I C'I 4,747 sf 4,973 sf I I LOT - _ 1, I `_ > � . p : 11 (1) r- . � � LOT 61 2-CAR 1, . _ j,,� I 0 C - = 2 -CAR 5,322 sf ____ _' I - �,_ � I � I I I I I . � � ,�', �vj vv - �, / / \ 97.3 ­- I I -1 , 1 � I t i I � , . Q 0 2 CAR ' 5,275 sf 5, Z'/ 5 Sf , I - 1". I " // 11 , /' % 2,250 sf _.- i -t ,�j � � I i i i I 4 I ,� "I I I I. i4-- �0_ ��_ '�' 0 - ' � ' 3 � U "' r1j N - - _`Iy 'U- - � , i -J-E-. i 11 11 I - , fit , "I j �,1`11, z : j =741� __ __ - - - - -LO T 66 s - - 29 1(:t� f f -1 1) - r P, ) __ __6T 61 � -CAR 4,408 nO , � 62. 1 2 -��A I _ M '_ L ", I' r2 - C A NR6sl 1,321 s LOT � 5,275 f e N , , I ...." , _____ - FFE=421.0 ,�, " / 1,1 1 7 III 1''I I I " , - - 4,70 sf _ ­24 _ _ 1.­6 _1_1 / \ ,IV,, I I I . = _11, �, I /I / .1 1, / 1`4 �i I i' i i ii I , , ,. - ­­­ - -3 � _ 7.5X I 1 N -­ __ __;,_ ��­� - - � ... 4 --FFE--:-4'2 .0 � �', ", I _ .. BFE=411.0 ,,-, 11 1�& � _ � I . i i . _­ - ­ F-F-E _=­4 2 /. / / . I � A' 11 � , I - I I i i I 1� FFE=426.4 _ - _11 K ,- q� . " ­ I U1 L_-413.0 - I 11 � �, , I f1f I I I I FFE=425.8 I / "I -, � I i� � I � i FFE=423.3 FFE=424 6 -- - "' 'I) BFE=41,�,,4- E� -, / / / / / A I if V i . . t /,a "I FFE=422.8 _' BFE=415.8 ,,, BFE=417,4 -"' k, I 11 ­­­ I I I ' \ H IF k I I I/Ij I 1. Z. . 1� - . � f, IH-1 . I .... I- ; j ; - __ , / C. 0. D. AREA/ 37? sf ( ta " L j , I I ,_ I _ BFE=412.8 BFE=413.3 BFE=414--6 / . 11,� I ,1 / 1) \ - ­111 \ / � 1/ III [�, "' -- i . ..... I­___ -11"t, t I I � I ,� 1-1, w .- I ,- / 1; I - -rp ; f ( I ,gif I �� I \ ­_ ---- ----- t ,__ _­ - -­\ - - - -1 -- ---- _*_1 1� "I �.,, - [I / I I .11 I I I ./I , " \ � I 11 0 __ __ ___ 4 I -, I I / I , I 11 �"5 I I! 11 , - --,-,. - - .- 11 11� _­­ �j / I / z . \ ► - ,` I I I 'Lo� �. I - ----- ,- 11-1 - . .1 / , ,, --- ;---, 1 �j ,;I 1 1, , . . . ....... . I � T � � I .11,11, � ­ .1.1 .;;� .... I _______j 11 / 11 I �� i I -, I g I t : I'll I I ,� 1,; ­". ­ ­1 ..... ­ --l­`­ - - / \\/, 11 OT 71 - "fl, V � . � t I 11 0 __ ­­­ - - \ " � n e . I . \ ­_1 \ ­ / � 11 - I 0 _0______Q " - �_ // 11 " " / 11 1­ � ; . 1:Op I __ , . . / " , , I I, , - - /� - - reen � _0____Q______________0 �1. , _Z / ,A , , I i �311 " 41 I � I : , ISpac , IT � , - ____,_� / 11 - Z/) �, __` Ii � I i �', -1 "I ; - ;.. I � � _S91, . 4 , . - __ ! I ', - __ -1. I", i f CD I I I -1 I -1 ; "I - I I 11 I � ;­ t I . I I � � - - +- 1 T __ � - • - / I '��`�� ­ \ ' V1 It i I ___t I,---- " , , - - - ­ I -_ Ar i- '9,863 sf _­_ .,-' - I / -, I 1 \ , "', . : Acresl - ------- - I I I/ , ____ ", ,?fop \ A 5, �4 i 0 �11 ­ A C. Are --8,831 sf- --- S112 . � ---------- I - � I 101-, LOT 70 , I : I I I I .. ............ I "I - -,- � - I -i'i I . I - ,-. ­1 _- \ r � # 1 ill I # I, I � I . ..... . ­ -- - 1. ­- ­.­ __ - I - , �,- " I 1�!, / I I �_, - - - _.. \' " " , I \ ­ _ 4. Iz -, 5 1 _­__ i , � 11 h" i � I �, 1 . F____1 /1, - / - T 'L I . . � I ­ - 11 - . I _j 1 '41. / � 04-3 v . ---. - / i "I , " 11 - ; . . . ; � _�� -, ___ ­ , N�l .. /� -f !, ty, f W 7­ ,-, I L_ §//' TS .Q , , / 11 : 11 7. " ,,, U,q p , , ,� . - zI 1,/ I I j kDW 1 - Max.At = 4.', "I - 04 p , 4 - - .1. " 56 ..- LOT 55 LOT. - -46- - � LOT 52 0 .. LOT 51 : 1,911 sf 1,865 sf, LOT 49 1,884 , GF��,396.3 LOT 50 1, 53 7 sf LOT 54 LOT 53 -4 sf 1,895 sf GF=407.8 1,537 sf GF=405.8 1,537 sf GF=40U 1,900 sf GF=402.8 " GF=401.0 GF=399.0 GF=39 0, 8s� W9•8 19.8 FF=417.8 FF=415.8 FF=414.3 FF=412.8 11 FF=411.0 FF=409,0 =40 '0 / / / LOT 4�g-,' . LOT 47 LOT. - -46- - -LO" - 45- 1,92/7 1 sf 1,537 sf- - , - ----- 1,537 1,865 sf, 396.8 GF��,396.3 GF=395.3 GF=394.8�, `,, jGF' FF=406.8 I �,F�=406.3 FF=405.3 FF=404.8 // I -1 - -------7V- U I L, - .. -10T 44 - 11 � ­ LOi ,,,, ­ __ 1,847 sf 1, 585 sf 1,977 sf GF=394.5 GF=395.0 GF=395.0 FF=404.5 I FF=405.0 FF= 405.5 11 LOT 6- 1 ,I i I i ,I I ...... i-1-_ ", ___1 ,11 _1 .#I , 0 * I � ,;L. / !#" t � I I � .- e ev I I / `% 2,396 sf I 7 11 11 "' � /,I'll t �, F i I 1 I I / I I t t",v'; � � ; I I . I '1� a , , � - ','� I , '! - ; ;-. - I i I , I " , 1% I , � , '_ , / _i ,,,, �"" / � 4 . I1,; �, ", ill � ._­­ - __7____ _ __ ___ ,_ _ - - __ �,,, I 11 ,.-; I /v � ", t i t . . 1 I 17 �', ) 16 1% � 9 . � I � I 11 '1� , \ "",/ � I _7 _. ------ . I 1�1' . / _1 'I, I . ! --- __ TH / - ,I I T 11 , I I ­1­ I p \ I w 191, - f ", // , / � 1 . : k, 11 ., , aj I - , . I 1/11 w I 5 i I � - I � 11 \ , ­ I cl� / I - 1 . I I 1, -1 I'll -­­ f / 1 - _ I ,,, , W � I I \ I - - --- - __ - i I- N / . -, . 11 . 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III _/. , , " .1 ( ,,,1 -1, k, � __ -,- I I 2 I I i , . , I " I =_ 111,,/1 1 'Q T _� K] • ri EXHIBIT 19 Original Proffer Amended Proffer (Amendment # ____-_) Date: July 20, 2006 ZMA # 2002 -004 Tax Map and Parcel Number(s)... _4ap Parcel 62 25 Tax Mag78 Parcels 5 and i ax.Ma _Pgoal18E -H1 60.8 Acres to be rezoned from., RAIR6 to NMD in accordance with the Cascadia Code of Development prepared by Cline Design and dated July 12, 2006 Pursuant t o Section 33.3 of th e Albemarle, o u t Zo ning ni ng 0 rd' m ance , the Owner, or its duly authoriz ed agent,bereby voluntarily proffe rs the conditions listed below which shall be applied to the property, if rezoned. These conditi are proffered as a part of the requested rezoning and it is agreed that: (1) the rezoning.itsel gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to thd rezoning request. l) Affordable Housine: The Owner sha provide a number of affordable dwellings; that is equal to or greater than fifteen percent t 5 %) of the total residential units constructed in "for-sale" townhouses form of fo wnh es and dwellings h 1 be in the o Cascadia. The Affordable gs s condominiums and "for rent" townh es; condominiums, apartments; accessory units, and b the Cascadia Co le Units as defined de of 1' and D x Special Single - Family Dwelling p Y Development. The affordable dwellings: shall be reasonably dispersed throughout the property, subject to the requirements o -the General Development Plan and the Code of Development. A. Designation of Affordable Dwelfi s' I. The Owner shall designate indi ,'dual affordable dwelling lots, units, and/or unit(s) within a townhouse block durit gefinal design. Where final design is pursued through the site plan process, the lot or m `'t -shall b e designated on final site plan. All affordable dwellings desiguaW on the final site plan shall be platted such that the responsibility for this proffer at d sale/ rental of the designated affordable dwelling is consistent with the approved fit Al site plan. Where final design is pursued through the subdivision platting process to create separate building lots, the affordable dwellings shall be designated o ithe preliminary plat. The responsibility for this proffer and the sale/ rental of at y affordable dwelling shall be clearly designated with the.final plat. 2, When required by paragraph A the Owner shall designate a minimum of fifteen percent (15 %) of the aggregate umber of lots or units on that site plan or subdivision plat as affordable dwellings. Notwithstanding the foregoing, the Owner may "carry- over" or "bank" credits for affo dable dwellings in the event an individual site plan or subdivision plat designates affo dable dwellings that in the aggregate exceed the EXHIBIT D D. Graded slopes on lots proposed to I e planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet ofhorizo . distance for each one (1) foot Of Vertical rise or fall (3:1).. Steeper slopes shall be veg ated.with low maintenance vegetation as determined to be appropriate by the County's ; rogram authority in its approval of an erosion and sediment control plan for the land disturbing . activity. These steeper slopes shall not exceed a gradient of two (2) feet ol horizontal distance for each one (1) foot of vertical rise or fail (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately ad eased the impacts. E. Surface drainage from one -half (1 ) acre of land or from three (3) lots or more lots, whichever is greater in area, shall t a collected in a storm sewer or directed to a drainage way outside of the lots. F. All drainage from streets shall be cried across lots in a storm sewer to apoimt beyond the rear of the building site. G. The Plan shall demonstrate that dri eways to lots will not be steeper than twenty (20) percent unless certified by an eagin ear 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 transition >-at the street that the agent determines will allow passenger vehicles to avoid scrapm gg. 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 par --in& where no garage is proposed, that is not less than eighteen (18) feet in length that wil be graded no steeper than eight (8) percent. H. The Plan shall demonstrate that an ea at least ten (10) feet in width, or to the lot line if it is less than ten (10) feet, from tho portion of the structure facing the street, has grades no steeper than ten (10) percent adj icent to possible entrances to dwellings that will not be served by a stairway. This grad area also shall extend from the entrances to the driveways or walkways connecting the dwelling to the street. I. Any requirement of this proffer m be waived by the County Engineer by submitting a waiver request with the preliminar plat. If such a request is made, it shall include::(i) a justification for the request contain A in a certified engineer's report; (ii) a vicinity map showing a larger street network at i scale of no smaller than one (1) inch equals six hundred (600) feet; (iii) a conceptu Iplan at a scale no smaller than one (1) inch equals two hundred .(200) feet showing.su eyed boundaries of the property; (iv) topography of the property at five (5) foot interval for the property being subdivided and on abutting lands to a distance of five hundred 500) feet from the boundary line or a lesser distance determined to be sufficient by the a ent; (v) the locations of streams, stream bruffers, steep slopes, floodplains, known wl tands, and (vi) the proposed layout of streets and lots, unit types, uses, and location., a parking, as applicable. Iii reviewing a waiver request, the County Engineer shall i onsider whether the alternative proposed by the Owner satisfies the purpose of the quirement to be waived to at least an equivalent degree. In approving a waiver, the ounty Engineer shall find that requiring compliance with the requirement of this proffer ` Would not forward the purposes of the Comity's Subdivision and Water Protection C rdinances or otherwise serve the public interest;.and . s 64 S� EXHIBIT D fifteen percent (15 %) minimum for such site plan or subdivision plat, and such additional affordable dwelling may be "allocated toward the fifteen percent (15 %) minimum on any future site plan or subdivision plat, provided however, that the maximum number of affordable dwellings that may be carried over or banked shall not exceed fifteen percent (15 %) of the total units on the site plan or subdivision plat. 3. After a lot, unit, or unit(s) within a townhouse block has been designated as containing an affordable dwelling, the requirement to provide the affordable unit shall run with that parcel and the responsibility for constrocting:and selling/ renting the affordable dwelling shall be with the then - current owner of the individual lot or unit. B. Mixture of Types of Affordable Dwelling Units 1. At least thirty-three percent (33 %q) of the required affordable dwellings shall be for- sale units. 2. For rpo u ses of this proffer, no more than thirty-three percent (33 %0) of the required P affordable dwelling units may be Special Single- Family Dwellingand Duplex Units; however , nothing, , except the maximum, number of dwellings established in the Cascadia Code of Development, shall prohibit the Owner or its assigns from creating additional Special Single- Family Dwelling and Duplex Units. 3. The remainder of the required affordable dwellings shall be "for rent" townhouses; condominiums, apartments as defined in paragraph 1D. Dwellings C, For Sale Affordable For purposes of this proffer, a "for -sale affordable dwelling" shall be defined as a dwelling affordable to households with incomes less than ,eighty percent (80 %) of the area median income such that housing costs consisting of principle, 'r`nterest, real estate taxes, and homeowners insurance (PITI) do not exceed thirty percent (30 %) of the gross household income. All pure hasers of the for- sale affordable units shall be approved by the Albemarle County Fiousin {jflire or, its designee. The subsequent owner/builder shall provide the County or its g or financing eligible uali f ' • and re gt " nttf g t ide fY 0 days a P q designee a period ofnixiety (�) ys Y uroliaser for the affordable .unit. Then, irtety kgO) -day period shall commence upon written p ;owner/builder chat the unit(s) will be available for sale. If the notioe from the ihertT current County or its designee dries not provide a qualified purchaser who executes a contract of urchase diaring,this zlinety (go day period, the thcn- current ownerlbuilder shall have. the P right to sell the units) without any restrrctign,on sales price or income of the purchaser(s), provided, however, -that any units) sold without such restriction shall nevertheless be counted toward thenumber ofA.ffordable units required to be provided pursuant to this terms of this paragraph 1 C. The requirements of this paragraph I C shall apply only to the first sale of each of the affordable units: The Owner reserves the right to meet the for -sale affordable dwelling criteria on the market rate for -sale units by retaining a no interest, junior deed of trust that is acceptable to the primary mortgage lender. This junior deed of trust cannot exceed the difference between the sale price and the appraised value of the unit. This junior mortgage may be assigned to a third party. 2' a. EXHIBIT D granting the waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the Project, and the land adjacent thereto. J. The owner may request that the Plan be amended at any time. All amendments shall be subject to the review and approval by the County Engineer. K. In the event that the County adopts overlot grading regulations utter the date ZMA 2002- 004 is approved any requirement: oftbosf regulations that is less restrictive than any requirement in this proffer shall supersede the corresponding requirement of this proffer, subject to the approval of the Director of the, Department of Community Development. r' . l7 Signature of Owner le— '7 Printed Name of Owner Date store of Owner Pri led Name of Owns(' Date the'^'► �+•. Mw.ytr; Chwr•� Signature of Owner Printed Name of Owner Date Signature of Owner Printed Name of Owner Date 6 pps q0 IF IF1 0 EXHIBIT D D. For Reny Affordable Dwellings 1. Rental Rates. The initial net t•e it for each for -rent affordable unit shall not exceed the then- current and applicable ma iinum net rent rate approved by the Albemarle County Housing Office. In aact subsequent calendar year, themonthly net rent for each for -rent affordable dwellir, g may be increased up to three percent (3 %). For purposes of this proffer statem' nt, the tens "net rent" means that the rent does not include tenant -paid utilities. 2: Affordable Term. Rents for sir h for -rent affordable dwellings shall not exceed the maximum rents established in agraph 1 D for a period of five (5) years from the date of issuance of a certificate f occupancy for that for -rent affordable dwelling, unless the dwelling is madeavai ilable for -sale under the terms outlined in paragraph C. 3 Conveyance of I Interest. All d s conveying an interest in the fo r -rent affordable dwellings during the A.Ardabld Tenn shall contain language reciting that such dwelling is subject to the terms of this proffer. In addition, all contracts pertaining to a conveyance of:any for -rent of ordable dwelling, or any part thereof, during the Affordable Term shall contain I complete and full disclosure of the restrictions and, controls established by this pro er. At least thirty (30) days prior to the conveyance of any interest in any for -rent At fordable dwelling during the Affordable Term, the then- current owner shall notify he County in writing of the conveyance and provide number of the potential toe t the name, address, And teleplto p grantee, state that the requirements of the proffer have been satisfied. 4. Reporting Rental Rates. Durin the Affordable Term, within thirty (30) day of each rental or lease term for each for rent affordable dwelling, the then - current owner shall provide to the Albemarle Coun Housing Office a copy of the rental or lease agreement for each such dwellh g rented that shows the rental rate for such dwelling and the term of the rental or iea a agreement. In addition, during the Affordable Term, the then- current owner s I provide to the County, if requested, any reports, copies of rental or lease agreem 11ts, or other data pertaining to rental rates as the t a reasonabi r wire. County may Y Y �1 2) Route .20 Improvements: In order to ddress the future potential improvements to Route 20, Stony Point Road the Owner shall i ledicate twenty ( 20 ) feet of public of w ay along the edge of the existing Route 20 right f way with the first subdivision plat. 3) Seeonda -Road Interea neetlons to roadus Baptist Church: The Owner shall provide for two (2) interconnections to Broadus Baptist Church (TMP 62 -25C and 25C1). For the first interconnection, the Ownei, shall provide Broadus Baptist Church with a thirty (30) foot wide easement that will allow:: heChurch to construct a driveway within this easement. The easement shall start attlRe..Cascadiaproperty line shared with Broadus Baptist Church and run generally along the cen erline of a Class A trail to the intersection of Cascadia Drive and Delphi Lane, as generally shown on the General Development Plan. The Owner shall reserve this easement for a period ten (10) years from the recordation date of the first plat for this area and provide the a scment free of charge to the Church. If the Church 3 (3oS $? EXHIBIT D does not exercise its right to construct a private drive within this 10 year time period, the Owner's obligation to provide this easement shall be void. For the second interconnection, the Owner shall provide Broadus Baptist Church with a first right of refusal to a lot within Cascadia that will provide reasonable access to the upper .portions of TMP 62.25C and 25C L The lot shall be wide enough to accommodate a public road. If any grading or drainage easements outside the lot are required to construct the second interconnection, the Owner shall grant these easements free of charge. If the Church does not exercise its first right of refusal at the time of sale of this lot, the Owner's obligation to provide for this interconnection shall be void. 4 trash Proffer tar Capital Pro ects: For each dwelling unit constructed with Cascadia, the Owner shall contribute cash to Albemarle County for the stated purpose of either funding school projects at Stony Point Elementary School, Sutherland Middle School, and Albemarle H i School as identified the County School's f s C aP i tai Impr ovements ov ements Pro am or fundin g Capital Improvement Prajects within or immediately adjacent to Neighborhood.3 as ' it Improvements Program. The cash contributions shall be at identified in the County s pi al p Si the following rates: $3,000 for each single family detached unit, $2,500 for each townhouse unit and $2,000 for each multifamily unit. Dwellings defined as Special Single - Family Dwelling or Duplex Unit in the Code of Development and( or designated as affordable dwellings under paragraph IA shall be exempted from this proffer. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the building permit for such dvellisg unit. if the cash contribution has :not b een exhausted austed b the Coun t Y fo r e t a t e d purposes within ton (i0)-years -from the date of the issuance of the last residen ti al bu ildin g ro' permit .within Cascadia, all unexpended funds shall. be applied to fund for anypublic.p 1 ect or program within N xghborhood3. 5) !!mom adin Plan: The Owner shall submit an aveiot gradaatg plan meeting; the ts ofthis section (hereinafter, rise "Plan") wi #h "tile application for each ofthe sing], family detached and single family attached dwelling units:shown on l Develo ent Plan. The Plan shall show eXis#ing arid. proposed topographic: l'n' be considered in the development of the proposed subdivision. The Plan shall be at The y the County Engineer priar to final approval of the subdivision plat. subdivision shall be graded as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County "Engineer has determined the lot is following; not graded consistent with the approved grading Plan. The Plan shall satisfy th e A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the �' En i � Plan satisfies the requirements of this proffer: B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. C. All proposed grading shall be shown with contour intervals not greater than two (2) .feet. All concentrated surface drainage over lots shall he clearly shown with the proposed' grading. All proposed grading shall be shown to assure that surface drainage'aan provide adequate relieffrom the flooding of dwellings in the event a storm sewer fails. :4 4_ f. C a 0 4 'C • C - C, E c 0u WIT!- N.N 1 Qcq= M E Dime on CG-6 Curb & Gutter \-rr-QR Public RIW (Typ•) r TYPICAL SINGLE FAMILY LOT LAYOUT f�� LOTS I - . . _ GREATER .. .... - ... . THAN 60' WIDE S11 SCALE .. 1 .2 0 ........... ­­­ ........... ............ ............ .................... /—MAINTAIN POSITIVE DRAINAGE 3' Typical Building--� Footprint Lot Line-,." Build To Line-,, Build To Linje - Dimension Varies (See Table D on Sheet PS2) Building-, Setback Line -Driveway CD 5' Concrete Sidewalk Planting Strip CG-6 Curb & Gutter T \-CG -96 Public RIW (TYP.) TYPICAL SINGLE FAMILY LOT LAYOUT 2 LOTS LESS THAN 60' WIDE j11 SCALE: TRAIL TO BE CLASS A, TYPE 1 LOW MAINTENANCE PEDESTRIAN PATH IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. TRAIL DETAIL (CLASS A, TYPE 1) NOT TO SCALE "Q�y TRAIL _- TO BE CLASS B, TYPE 1 PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 1) :: 'E' - -e S M 8 E CM — — C-j CIJ C3 E III ofi7o. MIL F. MYERS C. N c. No. 33028 �0' N, � IVIONAL e�'441 Cf) �4 C) V) 0 Cn M M CD W 0 14 cfa W -14 Lij _j 6 Cn 9 y I H U_ i -41 Ui z 134 0 E.. co E­i z GRADE co C) P4 C) P z E­4 F'q w � 1:2) E- z ui P4 F_ E- Uj z 1-� LLj 3: U) DOM. PROJECT NO:14.0039 INDEX TITLE: S t t SHEET NO: 11 OF 11 DATE: 08/01/14