Loading...
HomeMy WebLinkAboutSUB201400136 Plat 2014-09-30SM as 1 I E4LIqlj U D I 10 INNER I F;LQj) ww'"M IFA - • 1 Mud MC EL Subinitta{ Type Reviewed and Approved by .:1s Community Development Department Data- ..1:_30.201'f - 1 •_,.lapv�,:;9^:: +.+- s',r. ^e ,�$;r,'+,;,';4^n;'yr'a ,3bi 1V , s b+ 9 "� -' i�Raaeuk fro: ; rf' N 4 :a Y• M1. ti- , F r 4 ,,a �., e g' �'- Q� •'$;. ywc ana _.m,c.in,,ha+1 . - Y h r. ° + i ;.., _ �. CeatCk+R _ A - +'F 6Sa$.°VaS2 - Atn$ 13 _��,.;". .. .;': �:�.�. - ,n ...,.,. i.bb±a Cu ruts Radius Rod u Tangent 9 Length 9 Delta Chord Chord Bear. C1 175.00 9 "65 19.29 6'18 56 19.28 T-'26-0123 W C2 35.00 33.50 53.44 872912 48.40 S 20 52 55 E C3 540.00' 40 56.77 113.12 -i'2-0007 112.91 N 70'37 51 W C4 35°00 29.63 49.18 80'3010 45.23 N 63'07 02 E C5 225.67,r--,,4,' S 26'3407 E 24.79 6't 47 8 24.78 N 26'01 24 E C6 1472.40 9 157.8 31 4.76 12 454 'I 314.16 N 13'34 20 E Course Bearing Distance L 1 S 76'0934 E 11. 47 L2 N 82'18 49 E 18.27 L3 N 55 4711 E 2 4 .40 L4 N 54341 7 E 51.77 L5 I N 6353'10' E 24.62 L6 N 78'3538 E 53.53 L7 S 88'54 21 E 14.91 L8i S 54-53'41' E 54.57 D-) L1(0 S 43 '0813 E S 53'4227 E 141.55' 10287 L111 S 17'4615 E 166.27 L122 S 101018 W 81.51 L1 ,13 S 26'3407 E 85.75 A Li 4 S 1 '11 50 E 1 1 3.39 9 L1!5 S 42'581 E 44.97 L1E6 S 032749 W 97.2 1 L 7 S 3513'55" E 69 °16 18 S 20'38 22 E 65.59 Lib S 02'4516 W 89.84 L2(0 S 39'49 04 E 53.80 L211 S 39'49 04 E 13.70 L2.2 S 25'0139 W 266.18 L213 N 64'58 21 W 192.44 LT4 N 64'5821 W 347°14 L2;5 S 49"2031' W 113.71 L2(6 S 22'5158 W 53.92 L21,7 N 22 5158 E 61.25 LM N 13-3Z43" E 64.09 L2t9 N 64'58 21 W 322.64 L360 N 401158 E 53.79 L311 N 38 24 58 E 181.21 L332 I N 07'0910 E 108.09 L333 I N 1419'04" E 88°36 r ' r,. 'a. t riw' t p +Fri E 1 r i 1 r CAQ'1 All Q P, TMP 62 -25C MP 62 -25C1 T BROADUS MEMORIAL BAPTIST CHURCH D B 1109 PG 353 DB 1078 PC 97 10' PRIVATE EASEMENT TO BROADUS CHURCH PROPERTY DB 3662 PG 444 S 782051E 1230.17' NAIL SET IN - WOOD BRIDGE CS FARM RD. TMP 62 -26 r CASON, WILLIAM DB 793 PC 106 W - N i ' I Z , 1 , , TMP 62 -�25 f TMP 78-59A \ O N MON. FOUND f- - o 20' SANITARY SEWER EASEMENT- �" DB 3662 PG 444 !; ) J TMP 78E -H X \��� FONTANA )'LAND TRUST NEW PERMANENT - DRAIN. EASEMENT ZB 2436 PG 623 2CO' RWSA ESMT° [DB 859 PG 53 D8 742 PG 1195, 197 PLAT TMP 78 -57A KMH PROPERTIES LLC. DB 3222 PC 519 I ; 20 SANITARY SEWER EASEMENT DB 3662 PG 444 CASCADIA DEVELOPMENT, LLC 1 "PARCEL TWO" -- 1 1 TMP 78 -59 m TMP 78 -59A TMP 62 -25 \' \\' DB 4209 PC 088 \ \ NF ©18" POPLAR 55.266 ACRES)' (TOTAL) TMP 78 -59 a C CASCADIA DEVELOPMENT, "PARCEL ONE" TMP 78E -H1 DB 4209 PC 088 X24 5.506 ACRES � �LL25 --- `--� \ c, 1 TMP 78E- FONTANA LAND TRUST �69aq, 2 1p560, Tq4) ' TMP 78E -H /-"^ FONTANA LAND / 1,28 TRUST 78E -C FONTANA OWNERS P DB ASSOCIATION, 8961 PG 281 �N19N9 S 100' VIRGINIA ELECTIRC & Ug�fPfSJCN DB 269284 POWER CPC EASEMENT SEE ALSO DB 867 PG 337 /ti'1 /1�1 U) 0 N (-i -P CA 0 m 0 cfl / ?0 TMP 78 -57 PANTOPS- LAKERIDGE LL DB 2805 PG 70 i r�. .B +4 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 PSIO Proffers PSI I Details :, i:'7;, .✓:' -51: '4E .It:�;t CURRENT DEVELOPMENT PLANNER i Leo Cn co W L^ Q J, V) Z ZO O C, 5 m w A ri S VW28 4"/f 1ft VAL r m 0 W Y U W U U m Z 0 AA-1 7,, LQ. J m 0 W z 0 W 0 0 0 '9:1�/� Vi J w z W J U- n O _ -s C, 8 rn V/ &NN� � s � ,-r C W V Vv O �� L a cy:) E--4 z ' E W 0 O U) s F3 a E---4 h N w � L 0 v ago " P y%0 d e L^ Q J, V) Z ZO O C, 5 m w A ri S VW28 4"/f 1ft VAL r m 0 W Y U W U U m Z 0 AA-1 7,, LQ. J m 0 W z 0 W 0 0 0 '9:1�/� Vi J w z W J U- n O w � a cy:) E--4 z ' O T-I O U) a E---4 w Q a � P Cn J a H H W z DOM. PIROJECT NO:14.0 INDEX TITLE: S I SHEET NO: 1 OF 11 DATE: 08/01/14 a SITE DATA & GENERAL NOTES Lot Width ABBREVIATIONS Minimum Setbacks Side LEGEND Single Family 60+ 15 -30 5 SITE DATA OWNER Single Family < 60 GENERAL 3 10 EXIST PROP DESCRIPTION EXIST 10 PROP DESCRIPTION CASCADIA DEVELOPMENT, LLC. GENERAL CONSTRUCTION NOTES: ABAN ABANDON(ED) MAX MAXIMUM __. _ _. 15 PROPERTY UNE x x 126 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 0 0 Block 6 19.57 25 65 3.3 CHARLOTTESVILLE, VA 22903 any existing road, a permit shall be obtained from the Virginia Department of Block 7 7.63 25 65 . _._ _" 0 ADJACENT PROPERTY UNE YDS x 126 BC BOTTOM OF CURB ELEVATION Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of AHD AHEAD MON MONUMENT CONCRETE ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC DEVELOPER: the permit. Where any discrepancies occur the requirements of the permit shall govern. CLEANOUT RIM RIM ELEVATION CTV u -' - - - - - VACATED PROPERTY UNE DI x 126 FL FLOW.UNE ELEVATION CASCADIA DEVELOPMENT, LLC. 2. All materials and construction methods shall conform to current specifications and APRX APPROXIMATE NIC NOT IN CONTRACT STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM 170 SOUTH PANTOPS DRIVE standards of VDOT unless otherwise noted. BC BACK OF CURB NTS NOT TO SCALE WATER UNE F &G EASEMENT � 3 � �-� x 126 EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE. VA 22903 3. Erosion and siltation control measures shall be provided in accordance with the approved GV GATE VALVE 6 "V 6" VALVE erosion control plan and shall be installed prior to any clearing, grading or other BFE BASEMENT FLOOR ELEVATION OC ON CENTER w - °-0 - -� BUILDING SETBACK x 12 SPOT ELEVATION LEGAL REFERENCE & SOURCE OF TITLE construction. Z o DB 4209 -088 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. P BIT BITUMINOUS OH OVERHEAD -" - --- ` ---(] - BUILD TO UNE r:,`` x 126TW TOP OF WALL ELEVATION 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, W � , MAGISTERIAL DISTRICT. RIVANNA lesser slopes of 3:1 or better are to be achieved. BK BACK PE POLYETHYLENE �..a'. r ® ZONING UNE - x 126BW BOTTOM OF WALL ELEVATION 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BM BENCHMARK PERF PERFORATED ® SOURCE OF BOUNDARY SURVEY. DOMINION ENGINEERING County Engineer, or designee, it is deemed necessary in order to stabilize a drainage LIMIT OF DISTURBANCE t TEST PIT LOCATION /BORING LOCATION channel. SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD FIED BY DOMINION ENGINEERING 7/11/14. VERIFIED ll traffic control si ns shall conform with the Virginia inia Manual for Uniform Traffic 7. g 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 O 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 ` = - ez - BUFFER ZONE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4. 2005 the Construction Industry (29 CFR Part 1926). A RMA - RESOURCE MANAGEMENT AREA "'' - - " D � CENTER UNE RCP REINFORCED CONCRETE PIPE UNDERDRAIN THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. GENERAL CONSTRUCTION NOTES FOR STREETS: �'' -- -- - -- -- - - RPA RPA - RESOURCE PROTECTION AREA °"'s' -� 1. Construction inspection of all proposed roads within the development will be made by the CL CHAIN LINK REM REMOVE DRAINAGE UNE BENCHMARKW: 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- _ _._.. -._. - "'�' 5832) 48 hours in advance of the start of construction. CMP CORRUGATED METAL PIPE READ REQUIRED - - EDGE OF GRAVEL - RD ROOF DRAIN WATER SOURCE ALBEMARLE COUNTY SERVICE AUTHORITY 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CONC CONCRETE RET RETAIN - 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 TD - TRENCH DRAIN a revised pavement design shall be made by the design engineer and submitted with the test STANDARD 6 CURB THIS PROPERTY IS ZONED: NMD results for approval. C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3 - -" WATER UNE 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 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 5,000 118,000 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 65 3.3 0 0 Block 7 7.63 25 65 8.2 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 GROSS RESIDENTIAL DESNSITY: 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 PROPOSED USE TOWNHOUMES (52 UNITS),SINGLE FAMILY DETACHED (19 UNITS), SINGLE FAMILY DUPLEX (48), OFFICE /COMERCIAL (5,000 So LAND SCHEDULE PRE - DEVELOPMENT (SF) 9 POST - DEVELOPMENT (SF) 9 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 1009 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 TOWWNHOUSE& 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 / 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 Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /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 Ryegrass 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 -207B) 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 UNE EXIST EXISTING SWILL SOLID WHITE LANE UNE FDN FOUNDATION TBA TO BE ABANDONED FIFE 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 c? UTILITY 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 UNE 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 -° - - STANDARD 4 CURB CG -6 ,_,: _ COMBINATION 6" CURB & GUTTER CG- 7 ^ .:_` ' COMBINATION 4" CURB & GUTTER FIRE LANE STRIPING ,*1 `` .4 BUILDING ENTRANCE ' LLD LOADING DOCK ;.? • BOLLARD QD DUMPSTER PAD -� SIGN _.:._.. _._ . _.. STEEL GUARDRAIL F WOOD GUARDRAIL ....... ._ ..... -_.. PATH TREE LINE ..................... - FENCE ---- - - - - -- STONE WALL - - - - - RETAINING WALL -- - - - STREAM / POND / WATER COURSE _.... _ _.... - ..- .. -..- DETENTION BASIN X SILT FENCE - - 12 - 00 CONTOUR INDEX CONTOUR WATER SERVICE UNE ;; .......... -.. c PARKING COUNT _1 7 OVERHEAD ELECTRIC WIRE CROSSWALK UNDERGROUND ELECTRIC OHT OVERHEAD TELEPHONE LINE ................. 3:= -- .. - UGT UNDERGROUND TELEPHONE LINE ACCESSIBLE CURB RAMP . =: 0 HANDICAP PARKING ~ VAN - ACCESSIBLE HANDICAP PARKING VAN ................ ,................. CONCRETE PAVEMENT / SIDEWALK RIPRAP m NEW ASPHALT O GRASS EC -2 BLANKET MATTING EC -3 TYPE A EC -3 TYPE B .. ............. : WETLAND CONTRACUOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRAICTOR 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 N EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT A1S TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENICED IN THE RECORDED EASEMENT. 3. THE CONTRAWCTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR? TO VERinY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARin(CAT10N AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRAWCTOR 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 DIESIGNERS, 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. CONTRACTORi 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 BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. - - FIRE PROTECTION LINE .... . .... - -2 "Dw- WATER SERVICE UNE ;; .......... -.. c GAS LINE :;; r- . .................. - oHw OVERHEAD ELECTRIC WIRE UGE UNDERGROUND ELECTRIC OHT OVERHEAD TELEPHONE LINE ................. 3:= -- .. - UGT UNDERGROUND TELEPHONE LINE .:..:.: .......... --CATV CABLE TV I- I a WATER VALVE & BOX DRAIN INLET ® DRAIN MANHOLE I [ PLUG OR STUB ° - FLARED END SECTION © HEADWALL 0 SEWER MANHOLE CPO SEWER CLEANOUT „ "' a WATER VALVE & BOX = " b FIRE HYDRANT ASSEMBLY m ® WATER METER C, © WATER WELL D GAS VALVE 0 GAS METER M 1111 ?TVMF� �3 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 WORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCT11ON PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREA11ON (DCR) UNDER THEE 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 U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE REESPONSIBL 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 EBE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFIICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE U11LITY 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 2% 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 obt:ained from the County erosion control inspector. P'i T 0 c. No. 33028 �4,w �ssl ON A L m 0 w Y U w x U W 0 ELECTRIC MANHOLE = " EM ® ELECTRIC METER m + LIGHT POLE ® TELEPHONE MANHOLE D TRANSFORMER PAD ♦ UTILITY POLE ~ GUY POLE M 1111 ?TVMF� �3 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 WORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCT11ON PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREA11ON (DCR) UNDER THEE 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 U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE REESPONSIBL 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 EBE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFIICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE U11LITY 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 2% 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 obt:ained from the County erosion control inspector. P'i T 0 c. No. 33028 �4,w �ssl ON A L m 0 w Y U w x U W A m m 0 w °z c? Cn w A 0 10 ca w J Z o U O W � u.i z w LL r; 0 w _<4 E-+ � � Q W O H > w E-4 W N H Z C(] � LU C) N Z W DOM. PROJECT NO:14.003 INDEX TITLE: i SHEET NO: 2 OF 11 DATE: 08/01/14 Table. F­ Typical Mid-Block Street Sections ,flirt feet E ;1 f ' j� . °. , s t, r C r ! N N _, C-- -� �� t , . ! t +`kafle i- revel ' . On I { av�ct �.Irh :l.cldstio -r�ai, ROW � � - Table .... ' .* 1 Amen' . • x . ac in s .�ft Street Design nCate€'o �.2 l�roJeo e /iii °!' :��,��,i# 1 1�t3ntir�.g!�de�;�tk a =��tic�rz � >�- �.,. �....M J y° I `{Litt i i`Ir�; me s'-:" Vt�lilil3 v►�itft #� �� �. €RU'fs s tNidit'�� b .� ���_ rti K}�' Space Cascadia.Drive' 1 {) 115f)t7 °r' :? �''t�t.r! g Prohibited :37 1 {).S ti 5 ] G:3 �1 �.• ., �' Uel }ai :lane (Cascadia Dr L)el phi :i), i`_ 0 ,� v A '2 ;' +x : t�l� " w_� . l fea, + �'_ik_;se 1�Y. J, ��•.�'+!� p :\ },. -- � �, ! `T ie l��I11Ri'Cf3lL'df ? i i i .� ,ll'd�rl"il:,�,,1u�-1 , I', tV;xz 1€ E �-t �.1• :1{)I l i0 {) ..:} 1 2 { ��•• _ �� r r # occasional i i j L & Delphi`D ive .y,....>w�...... <..._._ � _.......,.. >.,,....,... _.. � .�� �ro :3fi � i)'S �ti � .. 1 fit 1.��.... .. � - ;.:�: -c .,......:l,�Aa� � � _..wM•, +'.w+•.w,+......w.>ww ...w..+.l...,, -n.... ■ � • \/I o Delphi �,aiie (Delphi .Drive :Terrace x t ��.. i .. Lane € r. K.� t I f)�:3 �. b ? 5 r t.' 0 ti ( I 2 � �k. � Occ• sio ial s } ..,...._.- w..,•aw - .r,- +.._..r+.�:..... ° "„ - .,�..'_"" _ .,_.M ...>..w,.,o.e..w. +.,,...,..,r.n t ..<. W e as.Ccs,_, . Park 0� p (7'errac:c Lane '.Summit: ,�1... x � I�e1 lzi Lane. � ,. �.., �.. �,_..,., •.__.._- ,- ..•_._...._._,___._., ...,". `� }()! I `s {)f1" rt`' o l I.y 2 C)ccasio��al ;3{) (). ti S l I S6 C N j Pbik Lane) `i3 ri€ �• {, ;'%;r:.'i 3 Allee Dr Knol1'U: `'Upa"clpvv %z�. t( Ck '? •� � .°° °° , Terrace Ln,, Summit Park U., Sur�-imit. l.)I, ?�� I {1t) #. ? `; �rz l 2 Occasic,nrfl 2S ci.5 G ti i l i 54 ' l) �. .Park Circle, & I ' - f {/ . V �� •� ��t� ' ' .. � V � 1 � � •` Y+,+_, -.w. n..•w...r -. w.wr.._w,ww.... of w , r ».. .......:.> no-.., ..,. ...)�..:..•x.rtb<.m,.s..!n..>w• ,....... _ � _ _ _ __' 1._.. w...... r.+. w......-_... �.. we_«., em:._.._.......,...1.+..,. w__.._. uu,• w• r" F- r„ w..... _.. «.,.,,,_.....•_..w-- ...e.... i __.�.��� Oval Park'Ln & Sliu'rt St. r.l fc� ?e >('1 't1 € `s it , 2 4cc�sioc���?`' ?t I Q.5 t; ' S '� ,2'f Vill eUrive M.,,w ' G a f .. .. .w __.. ag 1. JI3 I.0 50 . .wl l..._.... f 1 t.� Icy N _ � Demarcated i 2 - {). a G -5 1 48 1`, A' `F (A.tlev) Iii /;1 f•. f. J r _ i fA ,`- r e «: rx' �" I 14 ' N•'A- Nlr1. j N /11 3 ' 20 1." t"��`tk 5�0 Note: All proposed roadways have a projected ADT of less than 2000 VPD. 7. z o ;x,424 r^ireCJ�ty D 454 ; � 2 CODE OF DEVELOPMENT - TABLE C L�E��I'1 • �•,.::, , PS3 NOT TO SCALE __...__._._...... 4_.___......_...__._......_.__...._._.... _......__.......__- ._.___.__... o � MIC MYER !�rIoCk 4 LIC o.33028 � klitTirrv'3iiy �,r",'"k_n'ti r 2t�,640 � :i4,772 61' Public R/W �ss10NAL G� � ock ` 23,075, 6. ` 5' 6' 36' Curb To Curb 6' 5' �� 1.0 Sidewalk Planting 0 5' Planting Sidewalk 1.0' p y� .. s Strip 0.5' Strip T :. •.. c.�.,..Y....��». __. ._ _ ,r TYP. TyP 1.5" SM 9.5A yp, m ' t 5 s# 6,86 # r A 5 ,� 2.5" IM 19.OA Typ• w CG -6 2 SLOPE 22 %SLOPE CG -6 0 ? ;- �_ •__',,';7:, ^? - vim. w Install sidewalk a _ :... shown on Ions<..,,..<.., ,�ui TIM! 1 �r � 2%�Er'� �• t"rt4`' P P_., f.�C1i •': " '. ; COMPACTED SUBGRADE� 95% COMPACTED 6" VDOT 21 A ,..., 495,127 404,495 57a642 W w �Ir � iii t•rt� t�ES #`,�t r �? t- Anl� Yf ity Green S ;Rce. real :V9,979 (2C�% of Cascade) i'. ti3� : ` ,'e.� i)i:; ; l'i r; ;rs? ;, ck; � 4` %l :'� Oiw. �.I•t1S � C�7t��� '�c -Pre s l�ire,as" 194,397 (3�}od''0 of Cascradia) Transition from entry se � ction at i rl 2,647,234 SF (6 0.8 AC} 11 +10 to 11 +so AMENITY AREAS PROVIDED: Ill BLOCK 1: 241,424 Sf. Entry Park Amenity & Green Space Area (Trails and Pond) CONSERVATION AREAS PROVIDED: 3 TYPICAL ROAD SECTION CASCADIA DRIVE (STA. 11 +60 -> END) o PS3-_. _.....__.... -- _ ._ ._ _.. _.. ------ ...' - -... _- - ._._.. _ - _....__ _- ....__ . " " enit Area Pedestrian walk and laza BLOCK 2: 120,268 Sf. Open Space A NOT TO SCALE Z Cn 5,228 Sf. Cascadia Park C Am y ( p ) z UJ W 80,860 Sf. Other Conservation /Green Space Area BLOCK 3: 91,351 Sf. Portion of Open Space Lot E A 1 CODE OF DEVELOPMENT - TABLE C 70' Public R/W o BLOCK 2: 9,781 Sf. Knoll Park 10 8,863 Sf. Village Green PS3 NOT TO SCALE 19,421 Sf. Cascadia Parks "A" and "B" 5' 6' 22' 12' Median 11' rn 6' 5' � 2 Outbound Lanes Inbound Lanes iw 1.0' Sidewalk Planting Planting Sidewalk 1.0' 9,100 Sf. Pocket Park Typ Strip 0'5 1.5" SM 5A 0.5 Strip -�1 Typ BLOCK 3: 9,622 Sf. Pocket Park Amenity Area ( Pedistrian walk a grass p >laza area) Typ' Typ' I z o ::...:...: CG -6 2 22 %SLOPE CG -6 O Install sidewalk as ' �``' UD w.. . , �:,r.,edY r'<:, is shown on Ions Depth = 4" 56' Public R W COMPACTED SUBGRADE� 2.5" IM 19.OA / 95% COMPACTED 6" VDOT 21A a 5' g' 29' Curb To Curb 6' 5' w 1.0' Sidewalk Planting 0.5' 0 5' Planting Sidewalk 1.0 4 TYPICAL ROAD SECTION - CASCADIA DRIVE (ENTRY) Z Strip- . . .. .... ..... ................... 7 __....... _ ..... _......_._.._._.... .._.... .............. .._.. - - - -- - -_'_ - - ............. ... _._ ..................... ....... ---- _._._.._..._.._._.__....- -..._......._..._._....... ...... .... ..... _....._....- ..._.. Typ Strip Typ 1.5" SM 9.5A 2.5' IM 19.OA Typ• Typ' pS NOT TO SCAI:,E o x ^' ,:.. ;,;:.�.['.`. CG -6 2 SLOPE 2% SLOE CG -6 Install sidewalk a .;;;::���° •::;....,, >,.;� ..�- +..:a�,�,.�. _°:; � :,»- ,.;`•- :��;�a:r�:.;.�.�:.:�: >,<:<r:,�,�.. S. •. r.-'�: {pr;.ar :,t {' (.� ..,7. .;_1s� i ^- }�•'i:i {..42'.7. O shown on Ions ;.�.} ".. ,`.< "-y ' •.�<;; P i'i } {.;,, "1 .,,t'.S i)Q�.: <t.LkS iTi ?;�2'; }�: .�{ :i'� �?• ., s;i ' { ;: t.<.,:1Ci ,Z..,� ?i b�..r2.c � � rr S. ft Depth - 4 54 Public / ' R W E„ � E-t COMPACTED SUBGRADE�I E-•i 95% COMPACTED 6" VDOT 21A 5' 6' 29' Curb To Curb 6' 5' a C-+ Z 1.0' Sidewalk Planting 0.5' 0.5' Planting Sidewalk 1.0' Z I w Typ Strip Typ 1.5" SM 9.5A 2.5" IM 19.OA Typ, Strip Typ• i 4 �--- -I Q 7 TYPICAL ROAD SECTION - MEADOW DR. PS3 NOT TO SCALE CG -6 2„Z SLOPE 2% CG -6 Install sidewalk a ;�;- :•�y •�.• ;, = Q �-��j 'ti : •;`i•;�,!':;4 `.g C;i::' e- , ..,�<�%+: «-la n�'. �•; .u.S¢::' ;Y,iyi s,,,.�v„f';;1.^;. A;:- • ~.�',:. w 1"__'1 shown on Ions P n 7.'2 •'Y'• z Depth - 4 ;�,...;; .,,.::i >:.•, >::.5,:; .,. �.. s,. ,�;;� =s';, �., ,,, >;,� #,? , , o COMPACTED SUBGRADE_ t-� w 95% COMPACTED 6" VDOT 21A Z PQ W Q TYPICAL ROAD SECTION - TERRACE DR. & VILLAGE DR. PS3 NOT TO SCALE �' � z � o WU a F-� w wQ 24' Private Alley/Utility Easement Z -� 2' - 10' - 110' 2' DON4. PROJECT NO:14%3 1.5" SM 9.5A INDEX TITLE: 2.5" IM 19..OA ---- 2% 2 %D-- -- :.w < ,t PS3 TYPICAL ROAD T N - KNOLL �:: :• , `,,,, ----._..__._..._.....-------.,__._._.-----------.--_,.._.._.__...----._._....._._......_.._._.._.._._ .. .. ....... ... ...... ..... ......__ SHEET NO. 3 OF 11 COMPACTED SUBGRADE_,/ W NOT TO SCALE 95% COMPACTED �6" VDOT 21A DATE: 08/01/14 .... . ... - ----------- - ------ ------- ----------- "n -1AM', Li ',PC 106',, . .. ....... A'SIDEN I T A�) f -Ar ain' -e( l7 ---------- ----- ----- EVA,- - l----------- I----------- tI---------- OA URCH 0 "1 DBI 10 7,� PO'�?` R OAPTI IDB fl( CHURCH) ItIOU ter C I ortion of Oyefhead !N; Liectric o"Be Rem itE4 N 7'QA!�-AWE�?jj uA, �LL C. Z10 C-1 ...... CASCADIA DEV�LOP T LL" MEX C. MP ItR 7 CPL TWO tt1 TAfP k 8 - 5,9A PMP �2-25 D)l 009, PG",088 AL T I13EFORE, Bko 4�7 S' Jk IIt itOld ttn o. tt n' -nern ed ov, Portion of curb to be rem oved ---------- oun, �qry To A3e Va cdted (,Typ.,) 01 12 r VEL' 0 VPI,,78B Dv4Z019/F it0 DB 32 E.- FS LLC f NT41A J �A lit, + j It 14 i i, IN- 'i X r NA PHASE 2B — rX Critical Slopes Note: Refer to Final Site Plan for Cascadia Subdivision Blocks 4-7 (Hill District) for location of predevelopment critical slopes. Existing topography reflects approved grading for blocks 4-7. A critical slopes waiver has been approved for this development with ZMA 2002-0004. on ON so am C-, CQ CM E, m W, ,�41 cm "', TH 0 NA, )�7 , MIC . MYERS N o.33028 '(ONAL co 0 Uj Uj 0 5_: co z Uj CO LU a ra i HNI 1911 SHEET NO: 4 OF 11 DATE: 08/01/14 4 0 4 LL_ c; z M 04 (D V1 E­4 -94 6i Z %ft.., F-4 C) C) C0 Z z 0 o U) E.. 0 QLH E­4 i HNI 1911 SHEET NO: 4 OF 11 DATE: 08/01/14 H Uj LL_ c; z 04 (D E­4 Z %ft.., F-4 C) C) E.. 0 QLH E­4 �21 Cf) Z aj r _j F- A W z W a: CO DOIM. PROJECT NO:14.003d i HNI 1911 SHEET NO: 4 OF 11 DATE: 08/01/14 a ps ,P Cil r, —''J u o: 4: ILI LIST OF VARIANCES TO BE REQUESTED: Variation #1: To vary the street layout Variation #2: To allow public maintenance of various streets Variation #3: To allow lots 106 -111 to front on a park. Variation #4: To vary the street sections for Meadow Lane, Village Drive and Terrace Lane, and provide new street sections for townhouse lots 68.75 and 106 -111 Variation Request #5: Garage Setbacks Variation Request #6: Build -To Lines Variation Request #7: Location of Knoll Park The 15% ADU requirement will be met with units to be shown on the final site plan. l ......... . 11... MISS man 14 of ti� n P7 MAL 0 v1 TTO � v1 �W W W A C13 W Y U W U U m C/] m 0 W M 0 W 0 O .0 u.i J Q U W J-1 >_ :�i.-- o 6j U 11z _ �NNtQ � W 7 C S } c o _ .L t Smm a C LU U- a co C� 0 N �� ._ C s —� O .0 E c W 0 0 ,, ......... . 11... MISS man 14 of ti� n P7 MAL 0 v1 TTO � v1 �W W W A C13 W Y U W U U m C/] m 0 W M 0 W 0 O .0 u.i J Q U W INDEX TITLE: SHEET NO: 5 OF 11 DATE: 08/01/14 J-1 11z W 7 LU U- a z° -y O c'-) O U o w � � � O �' E--i w DOM. PROJECT NO:14.003 INDEX TITLE: SHEET NO: 5 OF 11 DATE: 08/01/14 4 ^ o � \ , ,,�?:� J I f , /I / , , I I I . I IFFE=418.7 , . i \ - 41 40 . -,.,.- _.- _... - - (D \ ­_ \ \ \ \ \ ..---- ----_ — . . .... ,...- - - --- j / I/ I / I 11 I 1! _,1\ I I I I I I . i I " : I IBFE=408.7 -1 I/ .1 15- ADP�Ca . ( __f__ I .... --- --- -, � - 0 a) t- C% �1 (, \ \ \ \ \ \ I ,��: - I I - ­ / I / / ; I 1 1 1 1 � t y , , I _, I E c I \ ,_\ , - __X ___X q '--. - ___ - , , I 1, ), 1. I 1 1 1 41 I I - P. - � FFE=423.3 I -- \ \ � 1 , / / , ) I 1 ! I / 6.5 . r = - , \ � \ \ ,_1 __ - __ I .. -(--.-- _. ( )­ - - / 1 , 1 OT � I ' . 11 � sl� FF=411.0 , /'FF=406.8 \ \ \ \ -,--- \ \ i " A!" III , 0 1 1 11 k � .; 0. \ .�: w . . . A U4 0 &Z A<1 b, \ ,-, 1� \ "I \ I I I I . \ V , : ,� 4- 15 ;r" t_� _'. t I'd \ \1 I-," : \ * \ \ I 1 1 I , 1 " I 1 1 1 r ! I � � k . I L-A -4�� C)� . � O� L — 4 -1 A \ � I/ I \ I \ ) \ I \ \ \ \ ,_1 " - \-D / � . I I I i It � , � --.P - - \ M - Lo f8 A) _ - \ I I I I \ \ , \ \ \ \ v \ ) ­.- - ­___ - I __ - / _\,$�,, i � I 11 , I I I I I i 11 I I 1, I ! 1, \ I in - Xi_�,s .. _:: ­..., . ­_ - — L �. T!'61 - - - LLJ \ It I , I , I � \ I I \ \ \ )_ \ \ \ 1. " - � ,-� ( - - ­_ _.- �-� , \ � � i I i I SIR - . , I __ , I L, _ _( ... - -- �_,�j -, _ ... . / �, I � I , \ i � ; 1) \\ \ I -1 ,. , � 1 , -1 - nnr__!___ 4 1 1 - P 1 \ I I \ -31\1 .11 I � , I 1 � � \ , , I . , j I / , - I - ­_ ( ­ - - M I 11 / I I / I / i .1 � \1 \ I \ \ \ \ I \ /I I i , , -1 I I I 1 � � , 1, � , IRA, " L, , 1,\ \,- \ \ i \ \ \ \', 1\ I ,.r ,� 0 .. ,_ , I " "', I Al. - � --- __ _­ __ - 1� - i� / / / / I j, I it I \ \ \ / I I if I 1, I � ", " I, - - \ V , a ------ �� - - - I I / / __ F I ,_j - - , - " __ I -1 LU / 11 " Z, _ ! I \ , ", \ / \ � I � �ii \ ,__ _ �( 4 _4 __ - __ - -...-. - - _.- - . . ... .. - - _______ ... ::::����-- - - - - --- -,-, 91 I11 ,, 1\ - .-,-' -vI_.:, . _ __ - _ ­_ - -.1 - -I- ­_ - _., _ __ _ _, . - . t .. __ ,,,, / k I " \ I I ­, I- \ 'I I � / , / .". __ - .__ __ - - __ _­ 1 ­* . - i- . _- --: -: ---(-- ,�_,_ j - __ , . 1, _ _ 7:� ZL ... - - , . - __ - - - ­- _- -.-.- . ..... - . ...- .... .. - - __.. - - __ __ - -,-- < " 1 -41 - T -1 11 i I __ , r .. \ I i I "..- .", _­ _', -_ - - - - - - - - . , , \ \ ) i f - 4-1.1-, 1 , .­ .­- - - __ __ _._ - ...- _.- - ..... - __ -, - . - . - . -_ -_ 1, �� \ \ L � / i I I (--'I-- -1 \ If I � I \ ,, \ "Kik "�O' Accew __ ,__... _._ __ - _: _­ --- 1 \ \ ". - \ / // / I ,* t, III 't I )-,, \ \ \ - .... \ \ \ ' \ \ -, \ "", 'N j I ,� \ \ ... ­,..... 1. ..41. ­­ -1. .. .. I T��,, , I __1 w 71 �_�,n - .1 J: I I I \ ! /, \ i"11, \ \ \ \1 . ,,_ .- ­', - �i, __ .1 . 7.7:: 7 __ _: -, - ,: -':_ 77: .. / - / �, ) �\ \ " *--,. ___ ­___ __ - --.-.- ­_ ­ - -,- - , _-;�t __ _ ____ _... _..., _. _... --...- - __ - _, - - -,- __ :;F) __�� �,, I I _( I ,\ :_,_�, , ��, 7-* �_ / ,,� �-, ,-,_-,; - , __j / 1, i I/ 1\ - __ 7- - 11 � �� -a- , 0 - - -__ I`____ / . - I I z ,` , 3 i%., -1 ,_ I '� -, - OH, -1 z P__1 II 1 ) 1, it 11 I \ ) 1! I I ,,, I! , , - I . . I I - , 711 OHT _-7- OHT T __ ,1 ,,�T __.­ - - __ - __ __ __ I I1 1 'I , 1� j I I _', T OH,r .--. --- \,__� -I/\-,/\- ,--- --- _ --- ___ "," - I \ /\-.---j __1 11 --..- I --- 11 ", -F--'% S VN A � I I \ � ., I \ 11 // I , ,/ ­_­, ,1­`,___ -7t. -20 ' _� I .... �___ _ _ __ ,,-. -_ ---\ --, , ( / ------ ...... \ I �rate ---,. _P - - --- 1, --- ­-, , " , ,,, ) , ) \�_\ " ) I I ­1 __ _ -.11 / " I _____ / . . Widt -­._,. ,.1____________­ "', ­­., - _,v _� FE , I L I __ _L____ I t it , , i __ 311! \ \ �__ �___ _j_____ - I (, "I'' I - \\\\\\\\ L'I: - - f I - I I I � z 11 ` " ] _�� 7___ \ J__�� 1, I \ ,7�im - I i-, I. - - \ ,_. N - __. - ­ - __ ___., -.---- - ___ ---- 3�111 4) C C11 C3 C IN A_ c ly J X C GXO,�O 00 + % U Co VN .7 to LAJ LL. V1 ..7= S.,9 S.9 S.A S.19 ;4i, g� S.9 --o E T op -s-9 -s Z, • .9 s S-9 1P Cl (1) U N Ln 0 C-4 N it V) V Cn P") LLI X MI F. CH F U No. 33028 LOT 8 LOT 7 LOT LOT I LOT 2 LOT 9 4,418 sf 1,U1 6, LOT 5 LOT 4 LOT 10 4,608 sf 1 749 1 9 4,049 sf 5,113 sf 4,Uod Sj 7 12,343 1/, 14 9 sf 11" McINTIRE MclNfIR? McINTIRE/ IN 31 R N INTIRE UNAL . . . ... ..... LOT 11 \ X FFE=449.5 FFE=453.0 FFE=453.5 FF.E=453.0 458 GF= 437.1 GF=435.1 M� 4 Z .1 GF 7 5,566'sf . . ...... - =447.1 FF= 445.1 1`17=444A �F'=44_311 Fl�_=44Y`l . . ...... ....... FF=/448.1 FF 57.4 X 7� F v 9 .... . . ... ... . 2-CAR 2-CAR 2 . . . . . . Max Ht -ID" \J ---- ---- ---- - - - __ ... ..... 2-CAR M 450 I L j C cil =R 43.2 LLI 6 X_ F_ v v Z C:) C1,4 L&j , m C) Te ce Lane C� w \ Terrace Lane 54 blic N . ............... 7M� L0 public IU-) --- --- NV t\ . . .......... FHA 7.77 19) k co .. . ..... . .. . ....... - • L JEC H. 4 v- 2-CAR LOT 105 N n L4-��-4 5,2 - X v Z_klmr� - ­t- - - - LOT 104, U) O ' "VAR Jjv, 0A Ui 2-CAR LOT 100 LOT -TOO 2-C�R` -2f, 347 sf 3,9 11, sf N 4o952 sf ° a O 2-CAR 2 -CAR 2-CAR 2-CAR 4,813 sf t (s, 4 , LOT 98 4,817.,,sf- �431.5 2 --'c LOT 96 LOT 97 Ff 31.5 4,446 sf i,�6'2-s-f L BFE= 421 - - LOT 95 Z \ I \ X FFE=432.5 4,486 sf 434.5 0 4,817 sf 4,528 sf 5 4 9 FFE=451 BFE=435.2 FFE " '-I - ' ­ - _­_ __ ­_ - '_ _­­ - __ 5 FFE=445.2 FFE=441-7 FFE;-438.5 FFE= BFE=422. BFE=424��' BFE/;� 431.7 [�FE=428.5 TE=451.0 FFE=452.1 BFE=442.9 BFE=440.9 _j F BFE=444.1 B FE=_441 0 BFE=44 2.1 6i < 10' Privat 0 " - - ` e a) Dr i Z Z 10 Pr ark a o 4 Cascadi P �O s 1.2 Fas on on P­4 Ht. 6' Max. H A 15, 72' H ,men If 7 8"s -s sm 18, K22 sy U6 TI- 38 P-0cof 36 _ _j .5 �1 6 - Ease ne n-7 i sr U -S 0 S, 0- �s- i:&L__ 06- LOT, 94 LOT 93 LOT 92 T LOT 91 LOT 9 0 LOT 89 2,435 sf- 1,640 sf 1, 640 sf 1,640 �f- -U40 sf 2,198 sf A Z/ 1; CF=422.7 FF=432.7 GF=423.2 FF=433. GF=423.7 FF= 433.7 GF=424.2 FF=4 4.2 GF=424-7-- FF=434.7 --GE=425.2 FF=435-.2-- LOT 88 2,209 sf GF=426.3 FF=436.3 LOT 87 LOT 86 1,640 sf 1,640 sf GF=426.8 GF=427.3 FF=436.8 FF= 437.3 LOT 85 1,640 sf GF=427.8 FF=437.8 LOT *84 1,640 sjbe GF=427.8 FF=437.8 Plaza iches and ") Place" Fe G-F=q2TB FF= 43T A v 7 7 q, A Z/ 1; LOT 82 L 81 LOT 80 IOT 79 LOT 78 LOT 7� LOT 76 4,61 b sj /0 T, o 1,970 sf I-,u4u sf 11,640 sf sf 1,.732 sf 1,85,5 sf 2,839 sf ri fF/-415.8 GF=43.8 GF=42,4-.K GF=423.9 GF=421.g/ GF=419.8 /GF=417.8 40T-'i07 , V�=4ZM FF=423.8 Q7.8 FF---434.8 FF=433'8 FF=431. FF= 1,770 sf \ \11�_­­_ it 27.8 8 cy) 5 10 A -16 1 41 1, 660 sf V A 4_ ;KN 22 ............... =2 9 14 1 -�q I= , \\ C> 6 6- Q 46 Q u 9 5-7 �\ 0 E- 77:q rT 32 �f N'! 6 000, Co \ \ It 0 0 Z Village Drive \" %_1 'C", T 11 C14 -rw-orw ------ W 6 592 sf Ca C) ov WV- ---J= _4rw_rw-rw-wv -Iry Irw OT Ill CG 2, 1,9,1- -q LOT 74 - C) 2,012,zsf -A cri ji .0, .7 Co -24 2,026 sf J,.. LOT 66 2-CAR 2-CAR' I - - I k LOT 63 2-CAR LOT 64 LOT 65 4,408 2-CAR LOT 62 2-(�AR- LOT OT 60 2-CAR LOT 61 4,747 sf 4,973 sf 10, r _. E­4 2-CAR 5,2 75 sf 5,322 sf \97.3 AI 4 40V 5,275 sf sf 700 sf FFE=421 0 7.5 \X E­4 -4:Z7- BFE=411.0 Ik FFE=426.4 . . ..... -- --- 1i PARKI, FFE=424.6 FFE=425,8 B17E=413.0 1 16 PLO ___' r::� E-, FFE=423.3 BFE=4 (�-4` BFE=417.4 C, FFE=422.8 BFE=415.8 f BFE=414:-6 C.O.D. AREA s7, 'If (7( t/al) BFE=412.8 BFE=413. iLo LOT 71 4 Z U Villa wn 2,194 en Space '5 q4 I' A Ires X A. OP ?Fop Are 1.- 863 sf . ...... C. O.D. Are 8,831 s E--q U Z LOT 70 2,290 sf M l l = ff a x1 ( ' a t r i jf t + t - •7.., 3 +t i I I �� +I I i i I 5 w 10 0 0 04, X, 70 5• 04.3 <0 0 . Max: - Max-,- 4. T5. R LOT 6 w LOT 41 40 9396 v i -LUT 43- ' L01 ­ A i sf LOT �8-- LOT 47 LOT-46- 1,977 sf 1, 987 sf )1,585 Isf 1, 585 1, 1, 585 sf LOT 55 LO 54 LOT 53 LOT 52 LOT 51 LOT 50 LOT 49 1, 92,7 sf 1,537 sf- "'1,537 1,865 56 1, 884 sf GF=394.5 GF=395.0 GF=395.0 GF=395.6 1,911 sf 1,537 sf GF=3�6-1 FF=406.1 + F =/4ub. U 1 DOM. PROJECT NO:14.0039 sf 1, 8'95 sf 1,537 sf 1,537 sf 1,9 s GF=401.0 G�=399-0 GF=398.(Y GF7,3916-3 GF=395.3 GF=394.8 FF=405.0 FF=405.5 FF=405,6r' FF=406.1 -9\ 3,379 s GF=404.3 GF=402.8 FF=404.8 9.8 GF=407.8 GF= 405.8 FF=411.0 FF=409.0 F Fr=406.3 FF=405.3 FF==404.5 . ..... .. FF=412.8 INDEX TITLE: FF=408./ FF=417.8 FF=415.8 FF=414.3 0 A F=406.8 9.8 2 T T 7 .7 -A &b,o U 55 7 0 7 ift U4 U L V 2 L Z�; L • V v iA '5 • r 0 SHEET NO: 9 OF 11 .......... 19' SCA�E: t\ 30* CN 56' Public RIW X 0 SjqhLDjsf__ - 7- A PROFFER FORM Date: July 20 2006 ZMA # 2002 -004 Tax Map and Parcel Numbers) EXHIBIT D Original Proffer, Amended Proffer (Amendment #ik = 60.8 Acres to be rezoned fri im RA/R6 to NMD in accordance with the Cascadia Code of Developmenl prepared by Cline Design and dated July 12, 2006 Pursuant to Section 33.3 of the Albemarle 74unty Zoning Ordinance, the Owner, or its drily which shall be authorized agent, hereby voluntarily proff the conditions listed ch applied to the property, if rezoned. These condid are proffered as a part of the requested rezo)ning and it is agreed that: (1) the rezoning itself gives rise to the need for the conditions; and ((2) such conditions have a reasonable relation to tha rezoning request. 1) Affordable Housing: The Owner sha I provide a number of affordable dwellings than is equal to or greater than fifteen percent 15 %) of the total residential units constructedl in Cascadia. The affordable dwellings sh I be in the form of "for -sale" townhouses and condominiums and "for rent" townh es; condominiums, apartments, accessory units, and Special Single - Family Dwelling and D iplex Units as defined by the Cascadia Code of Development. The affordable dwellin s 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 1. The Owner shall designate indi 'dual affordable dwelling lots, units, and/or umit(s) within a townhouse block duri `final design. Where final design is pursued lthrough the site plan process, the lot or nit shall be designated on the final site plan. An affordable dwellings designate( on the final site plan shall be platted such thatt the responsibility for this proffer ar d sale/ tental of the designated affordable dwelling is consistent with the approved final site plan, Where final design is pursued through the subdivision platting process to create separate building lots, the affordable dwellings shall be designated o the 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. 'N )twithstanding the foregoing, the Owner may 4'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 VOS g� 5 I r ,i E � cli B >Cq m ai ° EXHIBIT D EXHIBIT D EXHIBIT D (D v mgr C N fifteen percent (15 %) minimum for such site plan or subdivision plat, and such D. For Rent Affordable Dwellings WW additional affordable dwelling may be allocated toward the fifteen percent (1 S %) does not exercise its right to construct a private drive within this 10 year time period, the minimum on any future site plan or subdivision plat, provided however, that the 1. Rental Rates. The initial net re it for each for -rent affordable unit shall not exceed the Owner's obligation to provide this easement shall be void. C maximum number of affordable dwellings that maybe carried over or banked shall then- current and applicable ma imam net rent late approved by the Albemarle not exceed fifteen percent {I S %) of the total units on the site plan or subdivision plat. County Housing Office. In eac subsequent calendar year, the monthly net rent for For the second interconnection, the Owner shall provide reasonable s Baptist Church with a first E c each for -rent affordable dwelli g may be increased up to three percent (3 %). For right of refusal to a lot within Cascadia that will provide nughh t access to the to a upper 3, After a lot, unit, or units within a townhouse block has been designated as purposes of this proffer statem t, the term "net rent" means that the rent does not _Portions of TMP 62 -25C and 2501. The lot shall e t wide enough to accommodate a public 0 C) P � P road. If any grading or drainage easements outside the lot are required to construct the containing an affordable dwelling, the requirement to provide the affordable unit shall include tenant -paid utilities. run with that parcel and the responsibility for constructing and selling) renting the second interconnection, the Owner shall grant these easements free of charge. If the Church affordable dwelling shall be with the then- current owner of the individual lot or unit. 2. Affordable Term. Rents for su h for -rent affordable dwellings shall not exceed the does not exercise its first right of refusal at the time of sale of this lot, the Owner's obligation maximum rents established in paragraph 1D1 for a period of five (5) years from the to provide for this interconnection shall be void.' B. Mixture o Types o A Affordable Dwelling Units date of issuance of a certificate f occupancy for that for -rent affordable dwelling, 4 g f yP .i .f�' ) Cash Proffer for Capita! Projects: For each dwelling unit constructed with Cascadia, the 1. At least thirty -three percent (33 %) of the required affordable dwellings shall be for - unless the dwelling is made available for -sale under the terms outlined in paragraph © q sale units. C, wner.shall contribute cash t0 Albemarle County for the stated purpose of either funding school projects at Stony Point. Elementary School, Sutherland Middle School, and Albemarle h ffer, no more than. thin =three Percent (33 %) of the required 3. Conveyance of Interest. All d s conveying any interest in the for -rent affordable High School as identified in the County Schcol's Capital Improvements Program or funding 46 2. For purposes of this pro dwellings during the A ffOrdabl Term shall contain language reciting that such Capital Fmprovement Projects within or immediately adjacent to Neighborhood,3 as y P affordable dwelling units maybe Special Single - Family Dwelling and Duplex Units; however, nothing, except the maximum number 4f dwellings established in the dwelling is subject to the terms f this proffer. In addition, all contracts pertaining to identified in the County's Capital Improvements Program. The cash contributions shall be at g� eP a conveyance of any for -rent af ordable dwelling, or any part thereof, during the the following rates: $3,000 for each single family detached unit, $2,500 for each townhouse p es Cascadia Code of Development, shall prohibit the Owner or its assigns from creating Affordable Term shall contain i complete and full disclosure of the restrictions and unit and $2,000 for each multifamily unit. Dwellings defined as Special Single - Family additional Special Single - Family Dwelling and Duplex Units. controls established by this pro cr. At least thirty (30) days prior to the conveyance Dwelling or Duplex Unit in the Code of Development and/ or designated as affordable 3. The remainder of the required affordable dwellings shall be "for rent" townhouses, of any interest in any for -rent as ordable dwelling during the Affordable Term, the dwellings underparagraph IA shall be exempted from this proffer. The cash contribution for condominiums, apartments as defined in paragraph 1D. then - current owner shall notify he County in writing of the conveyance and provide each dwelling unit shall be paid at the time of the issuance of the building permit for such Affordable Dwellings the name, address, and telepho number of the potential grantee, and state that the dwelling unit. if the cash contribution has not been exhausted by the County for the stated C. ForSale A ff g requirements of the proffer have been satisfied. ti Pti Z H op e of this proffer, a "for -sale affordable dwelling "shall be defined as a dwelling purposes within ton (]0) years from the date of the issuance of the last residential building For purposes p 4. Reoortine Rental Rates. burin the Affordable Term within thirty (30) day of each permit within Cascadia, all unexpended funds shall be applied to fund for any public project �1 j affordable to households with incomes less than eighty percent (80° %) of the area median rental or lease term for each for meeting the rent affordable dwelling, the owner shall or program within Neig4borho4d.3. O income such that housing costs consisting of principle, interest, real estate taxes, and homeowners insurance (PITI) do not exceed thirty percent (30 %) of the gross household provide to the Albemarle Count Housing Office a copy of the rental or lease 5) flvertot Grading Plan: The Qwner shall submit an vverlot :adtng plan agreement for each such dwelli g rented that shows the rental rate for such dwelling requirements of this section (hereinafter, .the " Plait "} with the app9ication for each O income. and the term of the rental or lea a agreement. In addition, during the Affordable subdivision of.tlie Singly family detached and single family attached dwelling units shown on All purchasers of the for -sale affordable units shall be approved by the Albemarle County Term, the then - current owners all provide to the County, if requested, any reports, MIC S Housing ffice or its designee.. The subsequent owner/builder shall provide the County or its the General Development Plan. The Plan shall show existing and proposed topographic Li o. 33028 g copies of rental or lease agreem nts, or other data pertaining to rental rates as the features to b@ considered in the development of the proposed subdivision. The Plan shall be designee a period of ninety (90) days to identify and prequalify for financing an eligible County may reasonably require, urchaser'for the'affordable unit. The ninety (90) -day period shall commence upon written approved by the County Engineer prior to final approval n.the subdivision plat. The p that the units will be available for sale. If the 2) Route 20 ]improvements: In order to ddress the future potential improvements to Route subdivision shall be graded li shown of the approved Plan. No certifi cate eroccupancy • O� notice from the then - current owner/builder {) shall be issued for any dwelling on a lot where the County Engineer has determined the lot is County or its designee does not provide a qualified purchaser who executes a contract of 20, Stony Point Road, the Owner shall edicate twenty (20) feet of public right of way along not graded consistent with the approved grading Plan. The Plan shall satisfy the following: s`rI ONA L purchase during this ninety (90) -day period, the then - current ownerlbuilder shall have, the the edge of the existing Route 20 right f way with the first subdivision plat. A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, right to sell the unit(j) without any restrictian on sales price or income of the purchaser(s), 3) Seconds Road Interconnections to roadus Baptist Church: The Owner shall provide trails, and other features the County Engineer detemunes are needed to verify that the provided; however,- that"any unit(s) sold without such restriction shall nevertheless be for two (2) interconnections to Broadus Baptist Church (TMP 62 -25C and 25C1). counted toward the number of affordable touts required to be provided pursuant to this terms For the first interconnection, the Own shall provide Broadus Baptist Church with a thirty, Plan satisfies the requirements of this proffer. of this paragraph 1 C. The requirements of this paragraph 1 C shall apply only to the first sale B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. A of each paragraph the affordable units. (30) foot wide easement that will allow he Church to construct a driveway within this easement. The easement shall start at' a Cascadia property line shared with Broadus Baptist C. All proposed grading shall be shown with contour intervals not greater than two (2), feet. The Owner reserves the right to meet the for -sale affordable dwelling criteria on the market Church and run generally along the cen erline of a Class A trail to the intersection of All concentrated surface drainage over lots shall be clearly shown with the proposed m x rate for -sale units by retaining a no interest, junior deed of trust that is acceptable to the Cascadia Drive and Delphi Lane, as get eraily shown on the General Development Plan. The grading. All proposed grading shall be shown to assure that surface, drainage can w primary mortgage lender. This junior deed of trust cannot exceed the difference between the ® Owner shall reserve this easement fora period ten (10) years from the recordation date of the provided' adequate relief from the flooding of dwellings in the event a storm sewer fails. V sale price and the appraised value of the unit. This junior mortgage may be assigned to a first plat for this area and provide the easement free of charge to the Church. If the Church t _ v third party. �y n 2 �i 0 S 2C �0 3 005 $1 4 RO� . '7 0 0 O �r• 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 EXHIBIT D D. Graded slopes on lots proposed to I ie planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of hoiizo" tal distance for each one (1) foot of vertical rise or fall (3:1)., Steeper slopes shall be vege, ated with low maintenance vegetation as determined to be appropriate by the County's j rogram authority in its approval of an erosion and sediment control .plan for the land i'sturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately Add essed the impacts. E. Surface drainage from one -half (1/7) acre of land or from three (3) lots or more lots, whichever is greater in area; shall a collected in a storm sewer or directed to a dllrrainage way outside of the lots. Signature of Owner le ` _> Printed Name of Owner Date 16, F. All drainage from streets shall be tried across lots in a storm sewer to a point 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 eiig" w ecr 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 3 at the street that the agent determines will allow passenger vehicles to avoid scrapin "the vehicle body on the driveway or the street. Additionally, the driveway grading shall provide an area in front of the proposedl garage, or an area proposed for vehicle parking where no garage is proposed, that is not Iless than eighteen (18) feet in length that wi Ilbe 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 lort line if it is less than ten (10) feet, frointht portion of the structure facing the street, has grades no steeper than ten (10) percent adj icent to possible entrances to dwellings that wvill not be served by a stairway. This graded area also shall extend from the entrances tin the driveways or walkways connecting the dwelling to the street. 1.. Any requirement of this proffer ma be waived by the County Engineer by submitting a waiver request with the prelimin plat. If such a request is made, it shall inclucde: (i) a justification for the request contain d in a certified engineer's report; (ii) a Vicinity map showing a larger street network at scale of no smaller than one (1) inch equals ;six hundred (600) feet; (iii) a conceptu il plan at a scale no smaller than one (1) inch equals two hundred .(200) feet showing sui veyed boundaries of the property, (iv) topogrraphy of the property at five (5) foot interval for the property being subdivided and on abrutting lands to a distance of five hundred 560) feet from the boundary line or a lesser dhistance determined to be sufficient by the a ent; (v) the locations of streams, stream bufffers, steep slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and lots, unit types., uses, and location o parking, as applicable. In reviewing a waivfer request, the County Engineer shall i onsider whether the alternative proposed by Ithe Owner satisfies the purpose of the quirement to be waived to at Ieast an equivallent degree. In approving a waiver, the unty Engineer shall find that requiring coimpiiancc with the requirement of this proffer would not forward the purposes of the Countty's Subdivision and Water Protection C rdinances or otherwise serve the public intertest; and. 5 I r ,i E � cli B >Cq m ai ° EXHIBIT D EXHIBIT D EXHIBIT D (D v mgr C N fifteen percent (15 %) minimum for such site plan or subdivision plat, and such D. For Rent Affordable Dwellings WW additional affordable dwelling may be allocated toward the fifteen percent (1 S %) does not exercise its right to construct a private drive within this 10 year time period, the minimum on any future site plan or subdivision plat, provided however, that the 1. Rental Rates. The initial net re it for each for -rent affordable unit shall not exceed the Owner's obligation to provide this easement shall be void. C maximum number of affordable dwellings that maybe carried over or banked shall then- current and applicable ma imam net rent late approved by the Albemarle not exceed fifteen percent {I S %) of the total units on the site plan or subdivision plat. County Housing Office. In eac subsequent calendar year, the monthly net rent for For the second interconnection, the Owner shall provide reasonable s Baptist Church with a first E c each for -rent affordable dwelli g may be increased up to three percent (3 %). For right of refusal to a lot within Cascadia that will provide nughh t access to the to a upper 3, After a lot, unit, or units within a townhouse block has been designated as purposes of this proffer statem t, the term "net rent" means that the rent does not _Portions of TMP 62 -25C and 2501. The lot shall e t wide enough to accommodate a public 0 C) P � P road. If any grading or drainage easements outside the lot are required to construct the containing an affordable dwelling, the requirement to provide the affordable unit shall include tenant -paid utilities. run with that parcel and the responsibility for constructing and selling) renting the second interconnection, the Owner shall grant these easements free of charge. If the Church affordable dwelling shall be with the then- current owner of the individual lot or unit. 2. Affordable Term. Rents for su h for -rent affordable dwellings shall not exceed the does not exercise its first right of refusal at the time of sale of this lot, the Owner's obligation maximum rents established in paragraph 1D1 for a period of five (5) years from the to provide for this interconnection shall be void.' B. Mixture o Types o A Affordable Dwelling Units date of issuance of a certificate f occupancy for that for -rent affordable dwelling, 4 g f yP .i .f�' ) Cash Proffer for Capita! Projects: For each dwelling unit constructed with Cascadia, the 1. At least thirty -three percent (33 %) of the required affordable dwellings shall be for - unless the dwelling is made available for -sale under the terms outlined in paragraph © q sale units. C, wner.shall contribute cash t0 Albemarle County for the stated purpose of either funding school projects at Stony Point. Elementary School, Sutherland Middle School, and Albemarle h ffer, no more than. thin =three Percent (33 %) of the required 3. Conveyance of Interest. All d s conveying any interest in the for -rent affordable High School as identified in the County Schcol's Capital Improvements Program or funding 46 2. For purposes of this pro dwellings during the A ffOrdabl Term shall contain language reciting that such Capital Fmprovement Projects within or immediately adjacent to Neighborhood,3 as y P affordable dwelling units maybe Special Single - Family Dwelling and Duplex Units; however, nothing, except the maximum number 4f dwellings established in the dwelling is subject to the terms f this proffer. In addition, all contracts pertaining to identified in the County's Capital Improvements Program. The cash contributions shall be at g� eP a conveyance of any for -rent af ordable dwelling, or any part thereof, during the the following rates: $3,000 for each single family detached unit, $2,500 for each townhouse p es Cascadia Code of Development, shall prohibit the Owner or its assigns from creating Affordable Term shall contain i complete and full disclosure of the restrictions and unit and $2,000 for each multifamily unit. Dwellings defined as Special Single - Family additional Special Single - Family Dwelling and Duplex Units. controls established by this pro cr. At least thirty (30) days prior to the conveyance Dwelling or Duplex Unit in the Code of Development and/ or designated as affordable 3. The remainder of the required affordable dwellings shall be "for rent" townhouses, of any interest in any for -rent as ordable dwelling during the Affordable Term, the dwellings underparagraph IA shall be exempted from this proffer. The cash contribution for condominiums, apartments as defined in paragraph 1D. then - current owner shall notify he County in writing of the conveyance and provide each dwelling unit shall be paid at the time of the issuance of the building permit for such Affordable Dwellings the name, address, and telepho number of the potential grantee, and state that the dwelling unit. if the cash contribution has not been exhausted by the County for the stated C. ForSale A ff g requirements of the proffer have been satisfied. ti Pti Z H op e of this proffer, a "for -sale affordable dwelling "shall be defined as a dwelling purposes within ton (]0) years from the date of the issuance of the last residential building For purposes p 4. Reoortine Rental Rates. burin the Affordable Term within thirty (30) day of each permit within Cascadia, all unexpended funds shall be applied to fund for any public project �1 j affordable to households with incomes less than eighty percent (80° %) of the area median rental or lease term for each for meeting the rent affordable dwelling, the owner shall or program within Neig4borho4d.3. O income such that housing costs consisting of principle, interest, real estate taxes, and homeowners insurance (PITI) do not exceed thirty percent (30 %) of the gross household provide to the Albemarle Count Housing Office a copy of the rental or lease 5) flvertot Grading Plan: The Qwner shall submit an vverlot :adtng plan agreement for each such dwelli g rented that shows the rental rate for such dwelling requirements of this section (hereinafter, .the " Plait "} with the app9ication for each O income. and the term of the rental or lea a agreement. In addition, during the Affordable subdivision of.tlie Singly family detached and single family attached dwelling units shown on All purchasers of the for -sale affordable units shall be approved by the Albemarle County Term, the then - current owners all provide to the County, if requested, any reports, MIC S Housing ffice or its designee.. The subsequent owner/builder shall provide the County or its the General Development Plan. The Plan shall show existing and proposed topographic Li o. 33028 g copies of rental or lease agreem nts, or other data pertaining to rental rates as the features to b@ considered in the development of the proposed subdivision. The Plan shall be designee a period of ninety (90) days to identify and prequalify for financing an eligible County may reasonably require, urchaser'for the'affordable unit. The ninety (90) -day period shall commence upon written approved by the County Engineer prior to final approval n.the subdivision plat. The p that the units will be available for sale. If the 2) Route 20 ]improvements: In order to ddress the future potential improvements to Route subdivision shall be graded li shown of the approved Plan. No certifi cate eroccupancy • O� notice from the then - current owner/builder {) shall be issued for any dwelling on a lot where the County Engineer has determined the lot is County or its designee does not provide a qualified purchaser who executes a contract of 20, Stony Point Road, the Owner shall edicate twenty (20) feet of public right of way along not graded consistent with the approved grading Plan. The Plan shall satisfy the following: s`rI ONA L purchase during this ninety (90) -day period, the then - current ownerlbuilder shall have, the the edge of the existing Route 20 right f way with the first subdivision plat. A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, right to sell the unit(j) without any restrictian on sales price or income of the purchaser(s), 3) Seconds Road Interconnections to roadus Baptist Church: The Owner shall provide trails, and other features the County Engineer detemunes are needed to verify that the provided; however,- that"any unit(s) sold without such restriction shall nevertheless be for two (2) interconnections to Broadus Baptist Church (TMP 62 -25C and 25C1). counted toward the number of affordable touts required to be provided pursuant to this terms For the first interconnection, the Own shall provide Broadus Baptist Church with a thirty, Plan satisfies the requirements of this proffer. of this paragraph 1 C. The requirements of this paragraph 1 C shall apply only to the first sale B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. A of each paragraph the affordable units. (30) foot wide easement that will allow he Church to construct a driveway within this easement. The easement shall start at' a Cascadia property line shared with Broadus Baptist C. All proposed grading shall be shown with contour intervals not greater than two (2), feet. The Owner reserves the right to meet the for -sale affordable dwelling criteria on the market Church and run generally along the cen erline of a Class A trail to the intersection of All concentrated surface drainage over lots shall be clearly shown with the proposed m x rate for -sale units by retaining a no interest, junior deed of trust that is acceptable to the Cascadia Drive and Delphi Lane, as get eraily shown on the General Development Plan. The grading. All proposed grading shall be shown to assure that surface, drainage can w primary mortgage lender. This junior deed of trust cannot exceed the difference between the ® Owner shall reserve this easement fora period ten (10) years from the recordation date of the provided' adequate relief from the flooding of dwellings in the event a storm sewer fails. V sale price and the appraised value of the unit. This junior mortgage may be assigned to a first plat for this area and provide the easement free of charge to the Church. If the Church t _ v third party. �y n 2 �i 0 S 2C �0 3 005 $1 4 RO� . '7 0 0 O �r• 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 C 1� -4 subject to the review and approval by-the County Engineer. A K. In the event that the County adopts overlot grading regulations after the date ZMA 2002- 004 is approved, any requirement of those regulations that is less restrictive than any the corresponding requirement of this proffer, requirement in this proffer shall supersede subject to the approval of the Director of the Department of Community Development. H Signature of Owner le ` _> Printed Name of Owner Date 16, � o store of Owner MtPPri�edN r=ofOwns[ itt Date Gh CYD H Signature of Owner Printed Name of Owner Date w rn A Signature of Owner Printed Name of Owner Date CD m 0 w z C� C/) w O v�1 Iii J U m Z w J > W O Z Q E-, I a � Q H Z Z C—+ w �—+ w DOM.. PROJECT NO:14.003 INDEX TITLE: PSI 0 SHEET NO: 10 OF 11 DATE: 08/01/14 z° -4 H CYD H Z 1 Z CD r� CD 6 m 0 w z C� C/) w O v�1 Iii J U m Z w J > W O Z Q E-, I a � Q H Z Z C—+ w �—+ w DOM.. PROJECT NO:14.003 INDEX TITLE: PSI 0 SHEET NO: 10 OF 11 DATE: 08/01/14 3 E Dime on CG-6 Curb & Gutter ""--CG -9B Public RIW (Typ•) TYPICAL SINGLE FAMILY LOT LAYOUT LOTS GREATER THAN 60' WIDE I ..... .... .... . S C A L E : 1 20 /—MAINTAIN POSITIVE DRAINAGE 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 Psi V---------- - NOT TO SCALE 31 Lot Build To Line Dimension Varies (See Table D on Sheet PS2) Setback Line 0 Typical Building Footprint Build To Line 5' Concrete Sidewalk Planting Strip CG-6 Curb & Gutter G-9B Public RIW (Typ-) 3' TYPICAL SINGLE FAMILY LOT LAYOUT 2 LOTS LESS THAN 60' WIDE �11 1 ) SCALE: 1"=200' �MAINTAIAI POSITIVE DRAINAGE 3" MULCH TRAIL TO BE CLASS B, TYPE I PRIMITIVE TRAIL IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. 4 ) NATURE 7 S jj NOT TO SCALE 21M Aw yT es NUIC rcNo.Fi3M02Y8 ERI 9NAL E f 0) NNE C C Cf) 0 cli C C z E c w 0 0 'e yT es NUIC rcNo.Fi3M02Y8 ERI 9NAL I LU O z LU z z GRADE LU C/I zz M M z E--4 Q w H 10-4 LLj o E- P-1 0 Cn Uj W Z iA W DOM. PROJECT NO:14.0( 0 ui Z z C-) U) O_ I INDEX TITLE: PS11 SHEET NO: 11 OF 11 DATE: 08/01/14 LU O z LU z z INDEX TITLE: PS11 SHEET NO: 11 OF 11 DATE: 08/01/14 O z z GRADE E--4 Q w H 10-4 E- P-1 W Z W DOM. PROJECT NO:14.0( INDEX TITLE: PS11 SHEET NO: 11 OF 11 DATE: 08/01/14