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HomeMy WebLinkAboutSDP201900079 Plan - Revision 2020-08-1114 SITE DATA OWNER11DEVELOPER : NEW BELVEDERE, INC 610 WEST RIO ROAD CHARLOTIESVILLE, VA 22901 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MON77CELLO ROAD CHARLOnESVILLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: 062A3-00-00-00100 PARCEL AREA: 95.753 ACRES (GWAY BLA DB 5294-417) ZMA PHASING: PHASE 3 - BLOCK 10" THIS BLOCK WILL BE CONSTRUCTED IN TWO PARTS PART 1 = 26 SINGLE FAMILY ATTACHED UNITS (THIS PLAN) PART 2 = 17 SINGLE FAMILY ATTACHED UNITS & 27 DETACHED UNITS (FUTURE DEVELOPMENT) BLOCK 10 AREA: 0.048 ACRES LOT 246 DB 5289-658 0.070 ACRES LOT 245 DB 5289-658 0.177 ACRES RESIDUE IMP 61-16OR7 DB 5289-658 31.472 ACRES TMP 62-2C GWAY BLA DB 5294-417 61,843 ACRES PORTION OF TMP 62AJ-1 GWAY BLA DB 5294-417 9361 ACRES TOTAL BLOCK 10 AREA ZONING: NEIGHBORHOOD MODEL DISTRICT PER ZMA-2004-0007 CURRENT USE: VACANT PROPOSED USE: 26 SINGLE FAMILY ATTACHED UNITS (THIS PLAN PHASE 3 BLOCK 10-A) 17 SINGLE FAMILY ATTACHED (TO BE ADDRESSED ON A FUTURE S17E PLAN) 27 SINGLE FAMILY DETACHED (TO BE ADDRESSED ON BELVEDERE PHASE 3 BLOCK 10 ROAD PLAN) 69 TOTAL LOTS BE VEDERE PHASE 3 BLOCK 10 A RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA PROPOSED DENSITY 69 LOT5/93.61 ACRES = 0.74 DU/AC BUILDING HEIGHT • 35' MAXIMUM AREA SUMMARY (BLOCK 10-A ONLY) ROADS & ALLEYS 0.84 ACRES SIDEWALKS 0.29 ACRES DWELLINGS & DRIVEWAYS 1.68 ACRES TOTAL IMPERVIOUS AREA 2.81 ACRES 70TAL AREA IN LOTS 2.56 ACRES RIGHT-OF-WAY 1.64 ACRES OPEN SPACE. PER THE CODE OF DEVELOPMENT AS FOLLOWS: 1. LINEAR PARK J - 535 ACRES INCLUDES THE CONSERVA77ON AREA OF STEEP BLUFFS AND EXIS77NG WOODLANDS DN THE SOU7H SIDE OF BLOCK 10. AN EXIS771VG CLEARING FROM AN OLD ROAD -BED WILL BE USED FOR MUCH OF THE CLASS B STANDARD TRAIL THAT WILL CONNECT THE PROPERTY TO THE RIVANNA RIVER BOTTOMLANDS. 2. OPEN SPACE BLOCK 10 - 8.10 ACRES INCLUDES CONSERVATION AND PRESERVA77ON AREAS TO PR07ECT THE STEEP BLUFFS AND EXIS77NG WOODLANDS ON THE NORTH SIDE OF BLOCK 10. J. PARK L - 0.5 ACRES POCKET PARK WILL PROVIDE FOCAL POINTS FOR ADJACENT LOTS AND WILL HAVE A MIX OF EXIS77NG WGETA77ON AND LANDSCAPE AREAS WILL HAVE A HARD SURFACE COURTYARD SPACE SUITABLE FOR INFORMAL SEA77NG AND GA7HERING THIS COURTYARD WILL BE CONNECTED TO THE COMMUNITY-NDE NETWORK OF SIDEWALKS. 4. PARK M - 0.2 ACRES SEE PARK L DESCRIP77ON (THIS PLAN) 5. RIVANNA RIVER BOTTOMLAND - 41.84 ACRES ENTIRE 100-YEAR FLOODPLAIN AREA ALONG THE RIVER WILL BE PRESERVED OPEN SPACE. THIS AREA SHALL BE DEDICATED TO THE BELVEDERE HOMEOWNERS ASSOCIA77ON UPON COMPLE77ON OF PHASE 3 CLASS B STANDARD TRAIL WILL BE CONS7RUC7ED ALONG THE RIVER FRONTAGE THAT WILL BE PART OF THE PLANNED RIVANNA RIVER GREENWAY SYSTEM. OPEN SPACE PROVIDED: WILL BE DEDICATED TO THE BELVEDERE HOME OWNERS ASSOCIA77ON 1. LINEAR PARK J - 6.00 ACRES (TO BE ADDRESSED ON ROAD PLAN) 2. TOTAL OPEN SPACE IN PRESERVA77ON AREAS - 3.99 ACRES (TO BE ADDRESSED ON ROAD PLAN) J. TOTAL OPEN SPACE IN CONSERVA77ON AREAS - 13.02 ACRES (TO BE ADDRESSED ON ROAD PLAN) 4. PARK L - 0.87 ACRES (TO BE ADDRESSED ON ROAD PLAN) 5. PARK M - DJ2 ACRES (THIS PLAN) 6. RIVANNA RIVER BOTTOMLAND - PER GWAY BLA DB 5294-417 31.47 ACRES 49.67 ACRES TOTAL OPEN SPACE ROADS & STREETS- ALL STREETS SHALL HAVE CG-6 CURB & GUTTER. NEW PUBLIC STREETS RIGHT OF -WAY SHOWN HEREON IS HEREBY DEDICA7ED TO THE COUNTY FOR PUBLIC USE. MAGISTERIAL DISTRICT.• RIO MAGISTERIAL DISTRICT CRI77CAL SLOPES: PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS. CONSERVA77ON & PRESERVA7701V AREAS PER ZMA STORMWA7ER MANAGEMENT.' SEE VSMP SUBMITTED UNDER SEPARATE COVER WA7ERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR) BOUNDARY SOURCE: PLAT DIVISION OF DUNLORA" PREPARED BY W. MORRIS FOSTER, LAND SURVEYOR, DA7ED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. ROUDABUSH, GALE & ASSOCIATES 2020, DB5294-417 & DB5289-658. TOPOGRAPHY AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S77LL UNCHANGED BASED ON SI7F VISIT AND DESIGN PROFESSIONAL'S OPINION. THE SURVEY IS S77LL ACCURATE TO THE EFFECT THAT ]HERE ARE NO EVIDENT VARIA TONS. BENCHMARK: FIRE HYDRANT 455.10 AT CORNER OF FOWLER STREET AND FARROW DRIVE DATUM HORZ: NA VD 88,• VER7: NA 083 FLOODPLAIN: THIS PROJECT IS PAR 77ALLY LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RA IF MAP. COMMUNITY PANEL NUMBER 510003C 0279D. EFFEC77W DAIF: FEBRUARY 4. 2005. STREAM BUFFER: THE 100' STREAM BUFFER IS LOCATED ON IMP 62-2C WHICH IS WITHIN THE BLOCK 10" AREA. PARKING REQUIRED: (2) SPACES PER SFA UNIT PLUS (1) GUEST SPACE PER EACH (4) UNIIS (26 UNIIS x 2) + (2614) = 59 SPACES REQUIRED PARKING PROVIDED: ALL TOWHOMES' MINIMUM (2) SPACES PER GARAGE PLUS (2) SPACES PER DRIVEWAY = 26 UNITS x 4 = 104 (SEE SHEET 4, LOT 15, FOR EXAMPLE) ON -STREET GUEST PARKING = 26 UO SPACES PROVIDED LANDSCAPING: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS PER CODE OF DEVELOPMENT & COUNTY CODE SEC7701V 327.9. SEE LANDSCAPING PLAN FOR MORE DETAILS LIGHTING: NO OU7DOOR STREET LIGH77NG IS PROPOSED AT THIS 77ME. UNITS SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS LESS THAN 3000 LUMENS ALL PROPOSED LIGH77NG WILL NOT EXCEED 3,000 LUMENS EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EM17S 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM A ADJOINING RESIDEN77AL DISTRICTS AND FROM ADJACENT ROADS ALL OUTDOOR LIGH77NG SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS. RETAINING WALLS.- RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARA7E BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPEC77ONS AS OUTLINED IN THE USBC. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. CEMETERIES.- NO EVIDENCE OF A BURIAL SI7E WAS FOUND ON SUBJECT PARCEL. TRAFFIC GENERA77ON.• TRIP GENERATION BASED ON 17E TRIP GENERA77ON MANUAL (107H EDITION) 42 TOWNHOME UNITS & 27 SINGLE FAMILY (FULL BUILD -OUT OF PHASE J) 504 TOTAL GENERATED 7RIPS AM PEAK: 38 VPH (8 EN7ER/30 EXIT) PM PEAK: 49 WH (32 ENTER/17 EXIT) TRASH RECEPTACLES• ALL UNITS SHALL HAVE AN INDIVIDUAL )RASH CONTAINER FIRE & RESCUE: FIRE HYDRANTS SHALL BE PROVIDED ALONG STREETS AT A MAXIMUM SPACING OF 500-FEET ALONG THE 7RAVELWAY ALL WA7ER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE S7RUCTURE MUST HAVE A VISUAL INSPEC770N PERFORMED BY THE BUILDING DEPARTMENT. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SI7E IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. VICINITY MAP SCALE: 1 "=1000 FEET THE BUILDING SETBACKS FOR TOWNHOMES WITHIN NMD ZONING AREA AS FOLLOWS TABLE 9: BLOCK 2-10 RESIDENTIAL LOT REGULATIONS Variation #21(approved 3.24.08 & revised 7.25.08) "buiI dto"range Variation 922 (approved 3.24.08 & revised 7.25.08) al Ieyfed rear setback Variat! on#37 (approved 3.15.11 in Block 4 Iots A-K front "build to" lines of36'-44' ( PP 1 a , Variation#39 (approved 4.12.11 all ows the encroach me of steps the 4'front yard setback for Lot 130. ( PP I P Variation #40 (approved 4.12.11) modifies Note 1 in Table 9 Variation 443 (approved 6.02.11) increases build -to line for Block 2 townhome units facing the Reserve at Belvedere Variation #55 (approved 11.7.18) update minimum lot frontage for block 9 residential lots, reducing the minimum size from 60'+to 55' lot sizes Primary Structures 1, 4, 7 Carriage Houses&Accessory Structures Townhouse SF30'-40' SF41'-50' SF51'-60' SF>60' All Lots Front Build -to from Street 8'-16, 8'-16' 8'-16, 8'-16' 16' (same as Primary Structure) Side Setback 3,4 0' 3' 3' 3' S' (same as Primary Structure) Rear 10, 10, 10, 10, 10' 4' Rear 4' 4' 4' 4' 10' 4' 1. Porches (1 & 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves., and entrance stoops many encroach into the area between the minimum build -to range and the front R.O.W. line up to 4'from the front R.O.W. line. They may encroach into the area between the rear setback up to 4'from the property line or, in the case of an alley easement, within 4'from the easement boundary. Stairs may encroach into the area between the minimum build -to range and the front r.o.w lineup to T from the front r.o.w line, provided the distance between the back of the sidewalk and the stairs is no less than 4' (Variation #40). 2. No encroachments are allowed within the minimum side yard. 3. Where aside setback of less than 4'11" is used, a 6' mai ntenance easement shall be recorded on all properties adjacent to the side setback of less than 4'11". 4. Where an alley adjoins aside yard, the minimum setback is 3'. 5. Carriage houses must be located to the rear ofthe primary residence. 6. Other accessory structures may not be placed in front ofthe primary structure. Restrictions Governing Structures Extending Beyond the Front Build -to Line Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome 1. The dimensions of porch shall be measured from the Min Depth 1 Max Depth Min Width 4' 10' 8' 5' 3' S' 4' of the house to edee ofthe Floor area and shall not include a 2 CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 6 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTAN77W CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN" NAME, 777LE DATE FOR: (CONTRACTOR) �:I:I#=iif07t_I SHEET 1--------- COVER SHEET SHEET 2------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3------- LAYOUT PLAN SHEET 4-------- SITE PLAN SHEET 5-------- UTILITY PLAN SHEET 6--------- UTILITY PLAN SHEET 7------- GRADING PLAN SHEET 8-------- CG-12 CURB DETAILS SHEET 9--------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 10------- TYPICAL SECTIONS, NOTES & DETAILS LEGEND EXISTING INTERMEDIATE CONTOUR - - �32 EXISTING INDEX CONTOUR 3O� PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EX. C&G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER CG-S TRANSITION FROM CG-6 ROLL-TOP CG-s ROLL-TOP EX. 15" RCP EXISTING STORM SEWER IIIIII� � 15" RCP PROPOSED STORM SEWER l l� l I s EXISTING SANITARY SEWER - s s S - PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE CENTERLINE LIMITS OF CLEARING AND/OR GRADING ■ownswommommommo EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE EX. 15' OAK PROPOSED TREE OAK EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN EXISTING SIGN PROPOSED SIGN SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER w -w • 12 IS w 1,2234 VPD T T APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION a, r U g 7 m q w r U -° Z Z UU N O O 14 �Y j g V1 Frn few o in ¢ ZJ dU =w 0 FDD w o OQ OR -1 �Z `ate ZO ¢_ W > o W o F+1 W C3 Cn O LL Z > N CLCP W ° a �1 N w Q Z J > O vai= a } U) > =9w C)o ca rn= rn U CDjart 0 tawyG Q Q 1 Z C) 0 T ¢ Y W U ¢ T Q z MI w CO W J W Ir Q 0- CO < L.- E" w W LLJ U) Cr)Q Q CY) O w QA a-0 z XQ p W F- g W \W fn / O J MW O W ¢ z 0 a U w 0 a 0 z O y z Z W o � a � o � W o Z � 0 U 0 N W � r 0 � 0 00 0 o z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT DATE: 12-24-2019 SCALE: 1 ":1000' JOB: 8438 SHEET: 1 OF 10 � Q�_L LEGEND "'��_ __ F-------- I ALBEMARLE COUNTY STEEP RE SLOPES OVERLAY - MANAGED ::::Ak�_� I _= :� ,I :. . -1 I � i 1�,� , - - -- �-� -:---�- -- ��:i�iiil.. : �' . :*,�F - - . �:��. .,�� i� --- :��-- - :� - � , /��,jx/,�/ 1%. . , . . .5��:7,�� �-5_-_- � -:7 . . � -� -;��;�, - .... . I ...� .�: ��:�.g. �� .-- , , " �,_ - - - , � . ., - _� . I,\ ;:V.�.�. 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E­ 0 U) < � ��.j :E p-, w 0 54 M Ir � ) I I DATE: 12-24-2019 SCALE: 1 ":80' JOB: 8438 � SHEET: 2 OF10 I F1 JI/"1 11 JV.VT 11 JI/'1 - ITLJ.VT I •` '%�_. • \ln.�J �\ 70, J �YHt_t U �j. : • ; .� . • / \sq 70, f t. NOTES: SLOPES OVERLAY - MANAGED ALBEMARLE COUNTY:: ' :... ;'::Jo4 4 Ne�g3 , .32. I 320 , 18S.gy 707,ig8 SF HORIZONTAL CURVE #3 HORIZONTAL CURVE #4 Q 0 0 ;.1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE PRESERVED SLOPES { 4:' ?? :: y :• - 102'08'03" L = 89*58'17" ".: �?:• ::' 200 ' :: , : \ .434 AR A SEPARATE BUILDING PERMIT, WALLS EXCEEDING 4 FEET IN 5W ALBEM LE COUNTY T = 247.57 T = 199.90 O �/' ' BW'434 PRESERVED SLOPES HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS ALBEMARLE COUNTY STEEP R = 200.00 434 : • 00 : r • ' ' o o \ 844' REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. SLOPES OVERLAY- PRESERVED R = 200.00 ZW .. .:..40•..; : • r, o (TYP) L 356.52 L = 314.06 :.;:6N�:.` :::`r:: o a; \� ", 2. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE C= 311.15 C= 282.77 o v o SAFETY RAILING. r '�_ 3 3. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE - ' 44' " 4 0 1 CD N58 35 E CD = S54' 03' 12'E � .9 W n MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION ZMA CONSERVATION AREA y - PI STA = 13+02.89 PI STA = 11+99.90 o N �,_ $ w % �' 10' REAR SS(' ;� o PERFORMED BY THE BUILDING DEPARTMENT. y d SSETBACK. s 5 f rn . t IOpj • • 4. OPEN SPACE HEREBY DEDICATED TO THE HOA (nP) 5. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON IS ck ,N HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE cr �41 , rn �I �� 6. ALL CURB &CUTTER ARE TO BE CG-6 UNLESS OTHERWISE "' " f 6 `� 3 6ilf8 �� S SPECIFIED ZMA PRESERVATION AREA / 7. THE SOUTH HALF OF FARROW DRIVE AND FARROW CIRCLE S{ 16'� tiff �rr� WILL BE NO-PARKING P. 8' BTL ��' ��pp:. 8. SPOT ELEVATIONS GENERALLY REFER TO FLOW LINE 4153 _ ASRS LOCATIONS ®� 95 L p � ER E SE � \ � 8'-16' o � �, • `^� ,N ,� z �- L_3�.15 BTL (TYP) , ,1��J 0��. �� ® 95 SOIL LINE TYPE 210'R�D4 _� \ ' �` f �2p A (SOILTYPE) t Cap, �a '- "� \ p' ` a 1�. J /6L CC3-6 12+00 391g•�1/,� 1C p BTL: BUILD -TO -LINE NEW BELVEDERE lNC ao Ss3 ,;::: 49cC' c 11koa - NORi, o ��o (00� OS: OPEN SPACE \ TMP 62G-07EcuT VACANT �O,q c2s FPRR 20a, CG-s #3 ONE.Wq so o so so 90 ZONING: NMDw. [.g32p, O� 0 181.R o \ boo y� �g�( �� 2.18 ACRES r y5� 1� `C37 ' °i ti \ Ix� .F SCALE: 1"=30' ❑ - .'J Zpy� 25 R ♦ p1„F' � � �\\�0 3, , ro°R•� � � _, / / . /.: ,. ..' ,� �` • . � �9� ,�`L i g0 -'515.0� 13 �;°_ ' 00 o� a 0' POSSIBLE LOCATION OF CBU, FINAL �� \ �j f, �0' ,� / 0 9• LOCATION TO BE DETERMINED BY sTo \ �y o \ �' -3 �$ / 4^ 'max 4l E p� �\ \ \ �t�1 °�° PHASE • �"' o �y6• � oo � N�gr52 POSTMASTER IN ACCORDANCE WITH �` .\ _ r.. \ a �c" 00 ALBEMARLE COUNTY DESIGN STANDARDS JF 3'R O [\ 1 3 LINE /''/ 10' REAR 1�,� : �2 6" , "E PARK M ?�P �y �',), \ l ✓ l/ l f' �: SETBACK To Nj4524�.10' 0�1"W 1 010 SF � 652"E oP �Q� .\ \ I M ^ i P. ,�• �1 �, � (TYP) 8 °, � p 11 SOg25 4, `F� N5g'3 N�4.16�3 s�P< -------------- SEWER t\ N15434,\ '---- --- \ \ �----------- 664------- ❑ "•,:. p� / R-EASEMENT------------------ - - PROP. SAN SEWE g 00 s �1� \� y�0i� S Z C40' r N74'16'13"W 152.50' 70.96'--�71.30 N7416'13"W :142: s \ c¢? C41 3 0 \ 2D_cl.0' X " _ N Q FUTURE R 5 R 06 o 25'R 3'R 43 W m 20.0' 3'R�' i J2 s,, c� �= 9- / ci' �� 25 06 13+00 14+00 3"w 51 i r /� -- 8g PG ./ '' .12' rn �� 0 4161 S74'16'13"E 424.46' N gp0 16+00 - - 0017 13 i PHASE 3 V he 6J8j " ,•sHORIZONTP.1- FARROWD-RI�QRTABL-EWIDTMROW)-NL�$6 - - - -I - o r o / / CG-6 15+00 ■ i TEMPORARY sue. �,jL1�"... ,F o CUR 290 - - CG-6 c"� TURN -AROUND tv tv ro ? 0/ / - (TYP) p C 1 20 'S / a OPEN �s>,� �� / / -- . -- :_ S74'16'13"E-392.40'(T) ' __ __ -- __ 6' PLANTING TRIP I ��/��n��/Q�N SPACE �� o-- -_ - -- cam^ -- / (� N h \ e 5''SIDEWALK. (TYP). c O / V h _-- 53.57 L=13.2 18.76' 38.00' 38.00 32.00' 32.00 38.00' 38.00' 32.00' 32.00' 40.00' 53.64' i o= 5,739 SF &� / ` 6 BTL - sq ry O VG� ,� ° ; 16' BTL - O' Q \ 8'-16' / \°y0 11 �O 4. .� �64 N I 8'-16' BTL (TYP) o oq oq BTL (TYP) O f. OPEN ,� o CD4- o SPACED ;, �, v1 in ^ Ln w o -t �3 3 3! °) 31�� 3l 3! Ln j 3� j 3l >l 5� / :. • : 707,1g8 SF } w� 0 � d Ln ^ 00 I ^ ri 0 N Lr1 ^ d i� N , 3 3 `F I 6012' BM ELEV.= 455.10 Right Front Bonnet / Bolt on Hydrant / / • 4 I1 ry (1\ M M M M m IM N f>7 IM N c '� N M N L.r1 I� D IMLn ' �3 �i \y CONNECT .TO ' "' "' `r 01 rn m .�ll,lop .t BOLLARDS11 / � in ,n In ,n (rl - - ;rN V1 InN H 54 / EXISTING' ROAD.: MILL ::: z N N N N v, ^� In rn N n1 n m cn ci j2• &. OVERLAY 14 W• . • v in r+1 n VAOT .WP 2 10' REAR _,R ��'' ,'' • 05 ` } c� , �� / •. • 10 SETBACK - - - - - - - �'`6' �� ,r 40.00 . • 32.00 . • . • 38.00'.. : 38.00 .. 32.00 32.00' 38.00' 38.0 ' off, r . 0__ 32.00 32.00' 40.00' N -- .0 N747613W 392.00(T);. BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing Cl 26.18' 12.50' 120'00'52" 21.66' 21.65' S 02'55'11" W C2 (T) 207.30' 277.50' 42'48'05" 108.76' 202.51' S 8419'40" W C3 17.66' 12.50' 80'56'29" 10.66' 16.23' S 33'47'59" E C4 (T) 322.10' 222.50' 82'56'33" 196.65' 294.70' S 34'48'01" E C5 (T) 66.46' 222.50' 17'06'52" 33.48' 66.21' S 84'49'43" E C6 111.52' 231.50' 27'36'08" 56.87' 110.45' N 7248'47" E C7 17.84' 12.50' 81'45'10" 10.82' 16.36' S 80'06'41" E C8 11.01' 12.50' 50'28'38" 5.89' 10.66' S 13'59'39" E C9 (T) 208.40' 42.50' 280'57'27" 35.06' 54.09' N 50'45'54" E C10 11.01' 12.50' 50'28'38" 5.89' 10.66' N 64'28'31" W C11 17.84' 12.50' 81'45'10" 10.82' 16.36' N 01'38'29" E C12 (T) 284.82' 231.50' 70'29'29" 163.58' 267.19' N 0716'20" E C13 17.84' 12.50' 81'45'10" 10.82' 16.36' N 12'54'11" E C14 11.01' 12.50' 50'29'02" 5.89' 10.66' N 79'00'59" E C15 (T) 208.40' 42.50' 280'57'27" 35.06' 54.09' N 3613'14" W C16 11.02' 12.50' 50'29'02" 5.89' 10.66' S 28'32'42" W C17 17.83, 12.50' 81'4444" 10.82' 16.36' N 85'20'26" W C18 (T) 128.50' 231.50' 31'46'13" 65.95' 126.86' N 60'22'10" W C19 50.25' 231.50' 12 26'14" 25.23' 50.15' N 82 29'24" W C20 17.83' 12.50' 81'44'44" 10.82' 16.36' N 47'50'09" W BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C21 11.01' 12.50' 50'28'25" 5.89' 10.66' N 1817'19" E C22 (T) 208.40' 42.50' 280'57'27" 35.06' 54.09' S 83'02'40" W C23 11.01' 12.50' 50'28'25" 5.89' 10.66' S 3211'52" E C24 17.84' 12.50' 81'45'10" 10.82' 16.36' S 3355'15" W C25 (T) 194.75' 231.50' 4812'03" 103.56' 189.06' S 50'41'48" W C26 17.26' 12.50' 79'08'00" 10.33' 15.92' S 66'09'47" W C27 14.11' 12.50' 64'40'18" 7.91' 13.37' N 41'56'04" W C28 (T) 370.95' 222.50' 95'31'19" 245.05' 329.45' N 57'21'34" W C29 16.40' 12.50' 7511'01" 9.62' 15.25' S 67'31'43" E C30 91.77' 224.50' 23*25'17' 46.54' 91.13' N 41'38'51" W C31 (T) 151,32' 175.50' 49'24'02" 80.72' 146.67' N 28'39'49" W C32 19.00, 12.50' 87'004" 11.88' 17.22' S 39*34'19* W C33 (T) 156.28' 326.50' 2725'28" 79.67' 154.79' S 6923'24" W C34 14.67' 12.50' 6713'31" 8.31' 13.84' S 8917'26" W C35 16.00' 453.50' 2'01'17' 8.00' 16.00' N 58'06'30" W C36 19.14' 12.50' 87'43'43" 12.01' 17.32' N 31'00'56" E C37 223.47' 168.50' 75'59'21" 131.62' 207.45' S 67'07'33" E C38 23.35' 177.50' T32'18' 11.69' 23.34' S 25'34'41" E C39 j 27.82' 12.50' 127-32'19" 25.37' 22.43' S 41'57'38" W C40 1 55.31' 335.50' 9-26'47" 27.72' 55.25' N 78-59'37" W BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C41 3.28' 326.50' 0'34'31" 1.64' 3.28' N 84'03'47" W C42 17.77' 12.50' 81'25'51" 10.76' 16.31' N 4338'07" W C43 38.90' 224.50' 9'55'44" 19.50' 38.86' N 07'53'04" W C44 (T) 529.12' 1 168.50' 179-55'02" 233613.92' 337.00' 1 S 13-46'12' W C45 22.26' 12.50' 102'00'50" 15.44' 19.43' S 3796'42" E C46 19.63, 12.50' 89'59'51" 12.50' 17.68' N 58'43'38" E C47 (T) 529.36' 168.50' 180'00'00" INFINITY 337.00' N 13'43'43" E C48 19.63, 12.50' 89'59'32" 12.50' 17.68' N 31'16'05" W C49 22.27' 12.50' 102'05'36" 15.46' 19.44' S 6446'31" W 1 V / a NEW BELINC VEDERE, P 62-16D 0 N SPACE ° / 15.0 CRES 1 \_\*\ \.. / \ /ALBEMARLE COUNTY -� / ' : • \ _':. PRESERVED SLOPES (TYP) U g 7 m q w CO C)o z Zoe Y§ 2 to H M �c m a w O cn _! Q r OU J Q� = cn i 0- Z w m a 0 W En Oo °a W � Q 0 JZ v U Z� > W( N x iIr N aWy 7 Q w Z uj U) J o U J }(~� O 0_ o co rn = rnO z 0 a U U 0 a 0 z oz F z w O 2 a 0 0 U U w oM z 0 0 N W � 0 0 CD 0 z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JILT ep � eReR TH Op Jimmy L. Taggart Lic. No. 22841 W� A�a� os/10/2020 l}w -'31ONAL , L C T D u U o oT c z _j J IJ Q m U O 0-CV) (< C W w (e) I- LrL U) < Fb < (r) C ( Q fl C F- LU Q LLI < Q 0 u LLU U J < c �L•yU 00 0 DATE: 12-24-2019 SCALE: 1 "=30' JOB: 8438 SHEET: 3 OF 10 ALBEMARLE LBEM LE COUNTY RV �` PRESE ED SLOPESTYP 4 II �• NNN ALBEMARLE COUNTY OS 4 ••� TYP RET. WALL BY OTHERS. LINES PRESE VEDSLOPES I I� II 1 Y I 1 r - GEOG & WALL DENOTE W I I N A RD I 5 1 1 I •2 '. . :.:::..::.::.:::.:: Nj • TYPICAL WHERE SHOWN PxOPEN01 SPACED.• / ... • ``::: / s e \ \ A \ \ I I k I 0 1 8 SF \ II -4 7, 9 P 1 7 ALBEMARLE COUNTY \ \ \ \ l \ r \ 4 4 \ PRESERVED SLOPES ::�.••. 4 TYP :.• � \ \ \ -4 \ W- \ 8 \ f \ i 9 1 w f 5 f s \ \ S 6 \ / 10' REAR SETBACK c / \ F I F / 9 \ 4 4 T YP \ ( ) 4 / 3 4 i 1 4 -4 3 8 F- 4 .s f F F / 4 s \ F_ s f 1 -4 / / iC \ / �4 F 4 / I B 6 4 I 1 \ I \ , 4 F, 1 / , I b; 3 / 43 / \. 4 4 - 6 -4 / G _ _ F S / \ \ ( \\\\ 5 �60 S{ 6F q}5 C `� BF, 4¢q� sf 3-T441 5� TL gFo4-5 1 8'-16' BTL (TYP) _ ON \ / E WAY \�� 210'R P ? SIGN It e A NEW BELVEDERE INC °'9(' koo - oo \ \ `\ y3 05k TMP 62G-07E cFs ccs 10- ow�ERRPCE \ \ '�` �k� PHASE LINE VACANT R�qo / FPR 20.o cc-6 i8i'R wq \ \\ ZONING: NMD -PARKING m \ ylx 4k, 2.18 ACRES SIGN " Li- _ \ 25 R 3 Rftft `aft a / JXooHA TW DRIVEWAY PA 10' REAR PARK M ,� 'S' \ // SPOTS & TWRRKI NG �� ��� ,j / SETBACK \ O� �O \\ / j/ GARAGE PARING �� (TYP) 14,010 SF Vy / / // �\ SPOT � // 10-T I �cn \\ , STOP & DO NOT \// z° \ \ \ -M ENTER SIGNS --- s .5 - \ \ t3 1° (Oy DO NOT . �1 L - I -- - -- -- - -- -- -- -- \\ C ENTER c(Ij FUTURE /��1j> \> ROAD SIGN' 3 .5 I SIGNS O 23 0 ■� �- � I PHASE 3 ■ ■ SRO a; 20.0' 1R_� '' 5'R o 25'R 3'R _ 3'R �• e 52g9 ' :. :::: �� ern s �� 25 13+00 14+00 O v pG " `. s� ii �� — — r, 16+00 — — — 0017 13 I �Q 65g) 25'R 12A- _ _ FARI�O�DIRI RTABtEW16TCfiRFOW)- - - - -I— - - STOP G-6 15+00 CG-6 SIGN /1 / a OPEN %� \ / - -- - - - - -- -- -- -- -- �o / N SPACE A _ — -- -- ,\ - 5,739 SF \ / / o e P I ..W I -— — ---- —— 1 ALBEMARLE COUNTY o NO -PARKING =NO-PARNG 8'-16' PRESERVED SLOPES SIGN SIGN + BTL (TYP)BTL (TYP) O o - -/ OPEN _=1 =_�1�\\\ �� /�. � ' / \/ / / ' f ,• N - I I � Ln 4- , 'MmIIII I`�SPACED nn I LI) I i LnSPEED �00 m 0� IIII t�^ 100 00 DSIGN LIMIg I y- , M0)MN NmN M� m (n M� W NN NMLn gNMM M r1ccvjM\ Ln \ -- r�1� II��� \ C. _ ROAD SIGN.. /\\\ \ \ _—_ STOP I I I 25'R ,. I I I 10 REAR \ \ \ SIGN ' ' :. ' ' : , i I I SETBACK �\� \ \ BM ELEV.= 455.10 i _ _ _ RightFrontBonnet — -- -- ��--_ - __-� ���- \\\\ \ \� o 10 SETBACK — ? \ \ �__ \ Bolton Hydrant �, �O/j/ - - oQ- \ �� ��' .'••':: ;::: :::::::.:: :::::;:. ::: �..�:•'::: .. '. .�� Q�' TRUCK RAMP \ \ \ \ \ S� \ \ ? \ \ & BOLLARDS \ \ \ o. / \ a(REMOVABLE)\ \ \ �C TRANSFORMER (TYP) \ \\ • F \ z o O \ a I i Z R F ALBEMARLE COUNTY ' r T a N \ a '• MANAGED SLOPES �p ` \ 6 \ a TYP \ co, 2cF v': a� F �: F O \' LEGEND Z � � ,, ,.. o i ALBEMARLE COUNTY ':•: '::: ' �''.t ':•:'..' •`•',':•; Off, / / \ PRESERVED SLOPESwo : '::''::: `�'i.�:•:•';; � •;:.:: ::: ::: �:: :: ::: �'.: •. : .. PROPOSED [JCL \ �' (TYP) is \ R � � � ,.' RELOCATION OF � � 1. •, .. r \ SECONDARY FIRE ALBEMARLE COUNTY STEEP 1 COU S S \ \ . P .. �' ' ::: ' : • ACCESS ROAD U T T SLOPES OVERLAY MANAGED C� O SO ED G XL/ \ F \ Y' R �� FS/° gyp) Rpm •' ZO FN F \\ \ \ L< o/ .. .. 6 N lc \ \\\ \ \ ALBEMARLE NTY TEEP 9C �O �\ \\ \ y . ........ COu S R \ \ F ', S SLOPES OVERLAY PRESERVED \ \ : ; . (W wr / / I III \� \ , �R l X �e tiQ ZMA CONSERVATION AREA \\\ \ \F ,(y�� �J r ��Y — \ / � v r �N/Nc QFS 200 11V l 11 l //�l / \ �\� \ \X ZMA PRESERVATION AREA S ' FNT l \ 11 011l \\ \ / 95 SOIL LINE TYPE \ :,% / / / N \ \\\ \ \\�� \ \\ / (SOIL TYPE) \ \ > BTL: BUILD -TO -LINE �� /N OS: OPEN SPACE /OF 9 C \\ ��\ 0 \�� \\ I \ NEW BELVEDERE, INC \TNIP 62-16D OXEN SPACE 30 0 30 60 90 o my I 41 p I I� - - � \ \ \ *7 \� \ \ / ZONING: R4 �v� 15. o `ACRES SCALE: 1"=30' <v U 0 o W s �o UZ O 0� zb`" =Y; � 0) J ga J U Q r W J 0 z Q W m Z `d W prn OQ 0-o 2Q J Z v U Z CE �> o M W N x u_ az 0 > N m 0 rn V m a W w N a N W Z Q Q > J . UW U J o J =zw a O UU O W w �a m= rn U Z 0 a u U 0 a 0 Oz Z W o� a 0 0 U U �: WZ oM 0 0 N W � �C) 0 O W O z DESIGNED BY:1 UVN DRAWN BY: ARC CHECKED BY: JLT a At Jimmy L. Taggart Lic. No. 641 W4 �pI08/10/2020 N7 -1S10NAL �1y6 Q 0 L T 0 - u U o oT c z J u Q m U W Cv) Q c W LJJ D Ce) F L co < Fb Q cr) C Q - C Q o F z� Q� W< Q o u W u c J WM c W 0 DATE: 12-24-2019 SCALE: 1 "=30' JOB: 8438 SHEET: 4 OF 10 ACSA GENERAL CONSTRUCTION NOTES ALBEMARLE COUNTY ' 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION PRESERVED SLOPES TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF (TYP TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE::':::::::::: START OF CONSTRUCTION. 2 ALL MA DS ERIALS ANDOT UNLESUCTION S OTHERWISE METHODS SHALL CONFORM TO CURRENT SPECIFICATIONSTAS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 ( HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE ) • ' "4:' `::: �• • '•:.:.• ::' � .': LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF ALBEMARLE COUNTY PRESERVED SLOPES TYP gw,4 MNX N�\ONj 26 `-\ RET. WALL BY OTHERS. LINES DENOTE WALL & GEOGRID TYPICAL WHERE SHOWN ALBEMARLE COUNTY •,� .P....: PRESERVED SLOPES TYP I I I 11 // / / 2 \ r � 1 ti / 10- Oyu PHASE LINE TMP 62G 07E . w \ VACANT � 2°•°' � � � �. ':.. . s \;\�`�' r y�/ �� / BOA &PLUG �_ \\ Ix k ZONING. NMD e" SDR 2 0 � \ �• `� 2.18 ACRES �� -,... 4.. \\ �°�V) 10 / UGE u UGE ' . \ \ )j% pro ,/ : ♦ ,� ' .e U�- �. \4 \ CCU //•y} 1,1 �� /// / ' ,``•' U+�'/U `�Oq Lam, ,`` ��'' ,, :. .' • : :: ,' ���/ � \ � w �. ^ %o 6" DIP CL52 WATERMAIN \•�To , \�L '• � \ \ 51g��� I I ' � %/ J Q�� �'i� // A\ Lg a�x8x6 TEE; 2 NOTE: af►/ ��.Q rap Q \ GATE VALVES & P A R K M F� yoA \ / l l // \ L STREETS ARE INTENDED PLUGGED FOR BOX F� ^ u�E �/ \\ FOR VDOT ADOPTION 14,010 SF 9s� \ \f p• // \ - \\// , // EXPANSION 8xWITH BOA 6 FHA \ \ \\\ '` � �"�g � - PROP_ SAN SEWER EASEMENT `� EMBLY L\` — ------------------------ FUTURE �1/ c'�� i.J' \ 0 ,ticr UGE vcE DIF'IS ' s �� a — E -- -- — -- -- PHASE 3 .. .. ��w I �•B. �� e] 8x8 TEE; 3 GATE 0 0 4 © / 5 C` �= s I x 8x8 TEE; 3 GATE p q 289 � 6$ �, �\ \ cr VALVES & BOX i ■ ■ 8�\ \ s� \ VALVES &BOX + ■ "15" DP " 24 HDPELO w 8_DIP HV E WATERMAIN " ■ 8x8 E; GATE VALVIS & jBOX - p i 8 OPEN \ \\ /i ... \ r ~-- _ — f' i. p 1 ATERMAIN �\ i e DIP CL52 W SPACE A-- /�?tomSF / _ --- p �Qro�� �' � NCO� �O• QV ' i r i Gs \\,, \ �/// -.... .. - e '' DOMESTIC __— _ I ---- -- — ___ — — — — WATERMETER ,ONNEC] �(TYP) I\ — --- — — — — — — ----- — — 'IV \ \ 1 OPEN I I I I I I I I 1\ PLUGGED FOR - ELfC1Rl Q.: I I N \ \ EXPANSION SPACED u, o I I ",� ^ `t L I I I I \ WITH BOA 1 8SF `�° om �Ln11 00Cp II, I �oo� O �m Ito a `^� I I v,� v,� \ - - : 707, 9 m H m 0 N ,n m N �n II I � I \\ ��u0E .- cn M¢ 01 g i .a rMg N rmN n �Olvmg ' I I m O1m m3 Ln� in Ln BOLLARDS \\ f • ' ' : cn v> cn I M I N �0 ry Ll1 CO ONNECT Tp. EXlS11NG: I r,1 I v N Ln1 \; `� /':. WATERtJNE.'CONTRACTOR'TU I I I m M ro REMOVE: EXISTING .BLOW -OFF: AT.: ' ' I i I m THE. WATER..CONf JECTION: POINT; ' I I I I I I I I FP = /' • \ \ \� CD BM ELEV.= 455.10 �� Fes- ���` ' I � • ' �- vr� •� � I I I eysI I I I I \�\� — Right Front Bnnet �' -- — ----- �___ ---- ---- o�- / -� G' L /` \ " GE / 7 Bolt on Hydrant � - �a —�� —ate v N UGE' GE —T U E —�-- UGE CE GE T�,UGC —2 UGE UGE a� U�. OCF' U[�.J10E ,yy� % U4�^ UGE — u¢ — UGE — ucs — ucE \: R. E. AN FORMER YP / TR S T I \\ \ I _ , F \ l � \ i / y O ALBEMARLE COUNTY \ \ B • / \ \ \ MANAGED SLOPES \ c \ a �y� \ a \ a (TYP \\ r ) :' :pR •p� D . . \ 0 E \ R L9 y \ \ � a e �\ �'1p FC � \ \ � •\' ALBEMARLE COUNTY LEGEND �Np��� ION�y�WAT�o o 'NC a a a l X \�G1a� \' \.\ ; e\ . h,� \ \ \ :PRESERVED SLOPES \ •40 '4R \ ! \ it � .-� ' -' \. '(TYP) \ \ ALBEMARLE COUNTY STEEP 1 COU S ALBEMARLE COUNTY O \ \ \ \ \ SLOPES OVERLAY -MANAGED Z� UTy�.� \ �'\ .' � \. \ \ \ \ �/ \ \ % � � \\ { \ / PRESERVED SLOPES • ' `' . �• ' RFs62c,pp lZ,4.4w/ �.\ \ r\\ SS7. pS.. ; : (TYP) ON ........10 , . . \\ \ O COUNTY O ALBEMARLE NTY STEEP \ i\ q M c o \ R s F \ SLOPES OVERLAY _ PRESERVED D S .G � / q 0 \\ "2 \ 4 I ZMA AREA \ s \ e \ CONSERVATION� 0 � � O G v / Q Q S 9C F / / �' \ 5 // \\ N I' ZON T 2 /N l l r 1. " y� / l! /' \'. • � � \ / \\\ F \\ ZMA PRESERVATION AREA •76 c.• �D / ,l l l ����' �"'\ \ •\ \ ';'\.'�;;`:;'\:; •. •,•; �'•..''•','';.•.••`:': ��, c o / / /'. \ \ S / 1 \ / //7-\ IL LINE TYPE f95 \ \ All \ � :.. • ; , , , : � N 6 IL TYPE o / \ \ F r. i.' / I \ . NEW BELVEDERE aF // / \ �\ / ' . BTL:BUILD-TO-LINE O / \\ /4 / /a. / /% X. \ '.•:"'• ii ;;,•'•. ''' ::';: ,:.`;' �� F \ �� ! I I \� \ \ v \ \ / / INC 99 \ \ \, l f I I \ \ \ �,:. \ OS: OPEN SPACE yh/p FNTj Nc \TMP 62-16D Ij — \ OXEN SPACE 30 0 30 60 9Q %/ \\\ I,.eJ I III 1 wL — _ _ — \e..\ / \ \� \'•,- /� / ZONING: R4:' 15.0 \ACRES SCALE: 1 °=30' \ \� < COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. :��:• �:..::`+:: `:.:.::' \ / 9 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL•:•..�•;':,:;:.'::;.:.`:.;: 11 DEVICES. (�19 5 \ \ / l FF,4 Z0 / 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE-CLASS LASS III. : \'� 51 F,444 \ \ / l @F-434 3�4S8 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR ;.:, r';.'.' . ' .':::.:'::.', '.�\ 5f F ,434 \ / FF, Sf / l CONSTRUCTION INDUSTRY (29 CFR PART 1926), \\\ .' • 6 3�!}�4 5 gF 34 6 I / BF, 2 1 i i vv \\\ 605482Sf/� 5 F ���'� �w,43 � \\ 5� 3446 \\ Lti53� 436 PRE l 441 6F'SALICE SE�VEP / \ BOLLARDS \\\\ gF-4� NEW BELVEDERE INC zU m I--i w w C o O Z 0� ZdN 0) J <�J U Q J = OU QC cn m w W prn °a �o 2Q D cr JZ vU ZO �Cc > o M ( III N x a Z > Ir N m 01 0 V co N w z Q > O �1 J uj U ro = — A J O aZw K Wo wQ �Q m= rn U Z 0 a u U t7 a 0 z z OO Z w O 2 a 0 0 U U �: w o Z M 0 0 N w oN 0 O W 0 z DESIGNED BY; UVN DRAWN BY: ARC CHECKED BY: JLT eTH op r Jimmy L. Taggart Lic. No. 22647 W� A�0,, 08/10/2020 l}w ESSIONAL Q O L c T 0 u U o O T c ` z J _j u Q m C o W Cv) a c W I— LLl '/) Ce) F L < cj) Q ('7 C —1 = F Q Q o zLu Q W< Q 6 u LLI u Lu c W 0 DATE: 12-24-2019 SCALE: 1 "=30' JOB: 8438 SHEET: 5 OF 10 ALBEMARLE COUNTY PRESERVED SLOPES (TYP) / ZMA PRESERVATION AREA ZMA CONSERVATION AREA u I I ----- I I I I — — — — — — — — — — ��� �� � e6•II �� ALBEMARLE i COUNTY PRESERVED SO ------=------ ------ (TYP) PES \ ZMA PRESERVATION AREA \ � ALBEMARLE COUNTY MANAGED SLOPES 10-Z � � \\ \ ��= �\ 4b \ (TYP) \ // oct? FUTURE PHASE 3 (TO BE ADDRESSED ON ROAD PLAN) r MAT Ll)I � E \,/, LEGEND r 10- / I ALBEMARLE COUNTY STEEP --- i SLOPES OVERLAY - MANAGE L!7 1 1 111I III I l I I 111 II 1 1 WW I ALBEMARLE COUNTY STEEP I I III lir SLOPES OVERLAY - PRESERVED 11 II III I III 11 ■ ccnn111b-C ■ I II I�- I I -----------_---g•-01F-------- ■ Z ZMA CONSERVATION AREA I I I -I11 I y ■ I I I II I I I � PROP. SAN SEWER EASEME • U I I I D I I I� � I Q ZMA PRESERVATION AREA I I III I �I oo 11 ,ill l iry V CONTRACTOR'S RECORD DRAWING REQUIREMENTS: CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN PENCIL TO DEPICT ACTUAL CHANGE SUBSTITUTION OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: • REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED • ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION • CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' • IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' • USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS • USE CLEAR LETTERING • NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR X THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. • PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC • BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) • PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS • CROSS OUT ANY PLAN REFERENCE TO [APPROVED EQUALu AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS • ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. • RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. • ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING • CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS I I\ W � I , { sx, ;1. W d) zU m w ^ D �o U ° O Z Oo zb`" JY; 2 Lu Q r J co 00 a`o) m a- zw prn 0.,(�Q 0-o ° v< Z C7 >> ° o ^ (1) w0 N x a Z > N m Ir 0 V aw N N w z Q > O J v a J a J =zw a O OU O W w UQ m= rn U z 0 a a U 0 Q �z z W 0 a 0 0 U U w 0 Z M 0 0 N W C) 0 0 m 0 Z " DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: I JLT PLTH OF Df�c r aAt Jimmy L Taggart Lic. No. 22841 W4 �O� 08/10/2020 1=w ESSIONAL �1y6 Q I Z (D 0 T > Y w U J o= IT Q Z J m Q m c) Q C'7 ILL a ILL o WWce) a (n U) Q Q O H Q O a Z " 0 zcr Qo w ~ Q c Fr w w U) CD J W O m � DATE: 12-24-2019 SCALE: 1 "=30' JOB: 8438 SHEET: 6 OF 10 - _ \ / ' ALBEMARLE COUNTY i • ' -.- _ _ PRESERVED SLOPES TYP - - _ - �, ,,:.. . , .::. ;'' ' ' : ' ! ; • : • ' : / / // / - \\ _ \ \ ;\ / . / / / / / /ALL SPOT ELEVATIONS ARE \1.- \ \ /. /,. / :(•': BW / / /RET. WALL BY OTHERS. LINES FLOW LINES UNLESS I� I DENOTE WALL & GEOGRID '.'': ' �•;;,`' r,..`'. '' / �.. / / / OTHERWISE NOTED d \ \ / / / / y✓/' / MPX E\G - - - - \ - - - - _ / / .TYPICAL WHERE SHOWN \ \ �c / ( ) OPEN ` `,:', ;:.:' f, %r:;: / \ / / r / >: _ /•:: / — _ _-- / ( SPACED �: �.:•• �• 'r. r / / l -7o7,i98SF� ;.\,•;'.�.;:. \`\: :✓':.�••'/ / I ,.; • r ALBEMARLE COUNTY CG-12 DETAILS LOCATED \ \ / 3 PRESERVED SLOPES (>�) , / ON SHEET 9 \ IALBEMARLE COUNTY I MANAGED SLOPES /• ;/ \ / _ - / `� / \ \ ALBEMARLE COUNTY \ : .. ,.. \':;';':42ZT � i !' / ' \ � : �; :; ':. • : :; \\ \ \ .�;':�;: •.::�•• i- - •'/.•• / --� \\ 11 �S�iT // � / �.'• '.a^'. :.' /'.'j / \ PRESERVED SLOPES \.':'• :... \ / { Sf / /', y;,. . • / __ \ 4 ♦ \ • (TYP) �•: :�.'• _ _ • , � ' • /• ,,/ 51- -44 \ l 9F 4� 3� - - _ / / / li / \ - ; .�:' ✓'.•' : � ✓' ' :. ,�\ \ 4 / ILAIV J 4 / N \ _ , \\\\\ \� :�\ •\ \ r, �60 8 �— _ < \i 'eF 444 % • // \\ - / .UTURE ITS OF DISTURBANCE \ •'..\, -rs{44 6 / / \ �.. •�,. . � \ \ / / �'/ � OTHERS 154 NEW BELVEDERE INC \\\ \.:�' .. :� •: �fC' _ \ R� — // \\ /' �o �� —_ \ / / ,/ / TMP 62G-07E:. , ::. 6 \ p T p \� / 3` ape' VACANT �".� •�'. �. _- � ZONING: NMD 2.78 ACRES �gG \ \•� \- i \ \\ / // \ , \�\ /%/ END ROAD / .----- \ MARKED& � ) / ---�-- ti\\ / i n-F / \ \ m fib - -- -- -- -- -- CG- f ' i\ a� J // \ % - ,•�.9s�� i /� p0� 3 R /' / /' / 3 R ■ ■ 25 R - 3 R n / //DISTURBANCE �elS /, / 5 cQ�.� ' ------------- - -- / -- _ / / /l 28g p� 658 jr \ 1%\� \ R =/� —4FAf 0�Dl�I�PART 6T )— / /— — ----- — — — — DETAIL 5■ //� /r CG-6 ■ / — -- // - / ( \ \ \ / ,....: _ \ ..i`... a c.' . 6 \ \ i / I OPEN / \ \ �. . cc � I SPACE A 5,739 SF 40 o I \\ t BM ELEV.= 455.10 -Right Front Bonnet 4 / Bolt on Hydrant r LEGEND ALBEMARLE COUNTY STEEP SLOPES OVERLAY - MANAGED ALBEMARLE COUNTY STEEP SLOPES OVERLAY - PRESERVED ZMA CONSERVATION AREA ZMA PRESERVATION AREA SOIL LINE TYPE (SOIL TYPE) BTL: BUILD -TO -LINE OS: OPEN SPACE 30 0 30 60 90 SCALE: 1 "=30' �I N rrn1 Ln � ug4 1 4— SPACED \ 1I1 I1 1 11 4- I�p 98 SF II 00m I I I I N 707iIn `, X I I 00"� mgi m Yg � �m rng /. / 'G :: ;, I \ 1 I \ \ \ \ II III 1 \ \ \II \\ /' . `•. \ - \ /;;:;,•;..�: 1 yy✓ 11 \ \ II II \ \ \ \ I11 1 I I / \ \\ \ yam_ /;'.:r ZT yjr 1 ---- - \ J LL I I I \ \ \ F- ALBEMARLE COUNTY MANAGED SLOPES \ \ \ i� \ e \ 1 VN Oki \ i I \ P �• \ T \ / \ '�•e. �� l X (��5 \\ �'\....�\ � \.� ��'.\'' \.•' �\�' _ � /� 1. \ _— \ �•'; ./' .!•. (�� `r(.['/ _ \ \ \ �� 7r t•• •� \.'\.' :\.•'• (�, �. — .�' .plc;. \ ��\!_\ \ .. ��. ; . yj ALBEMARLE COUNTY \ ' :. ., ' • 1 \ \ , �1. // / _ _� - _ _ �. , ' .• \ PRESERVED SLOPES ALBEMARLE COUNTY / / _ - _ _ \ ? \ \ •. \. {: S\ . • ( ) \: :�::.: \ - \ PRESERVED SLOPES \ If , � l /-/ L�\�T�, /ry /I \\ �� �'� \,;J \ \ •�'' '.\• \;, �� �:��'\ '� :.�::'"•'1:'��":;T:•.•;'„"_:;,.'j,.�.;�..,X.Y:.�::.�. itl� • \ \ \ . �'� . `. �' ; .\ \' \, • \' . \ /, � +'� ;.:: �"'•�•.�� Y .��' ' " . r . SAIVSEW \\ I I to l f`'/ l� \: \ \ \ / LIMITS DISTURBA \'• �'.•;�. \. :r\'•;;:.\;.:;, / ��1------\\ ESMT\\�! / l� l C 1 Nl l� �,.1/ I \ \\. \\\\'\ \ \ / \ \'. NEW BELVEDERE,'.��;�.��;��. :!:: _'T• \� / Cb \ \� `::e. \ / / \ \ INC \,� \.• < .\•\.• . / If':� �K I� I'•l I \\ \ \�\\\ F \� \� \ \ P 62-16D- 91\ 0 N SPACE 15.0 CRES A U m w w U a R O Z 0� z Q �W J O �1 CO �4 OU Qvi m 1 aZ =w `'o W QEO 0¢ Wo �Q D ° JZ vU O ZCc >' v i ^ (A � wa o N x 01 N Ir w 0 V w z ¢ J > LjN U vl J O d J _ Lu O azw o W S w cf)CE m= rn U z 0 a a U 0 a 0 z z OO z w O 2 a 0 0 U w oM z 0 0 N W C) 0 O W 0 z~ DESIGNED BY:I UVN DRAWN BY: I ARC CHECKED BY: I JLT U im� J,1 Y y Jimmy L. Taggart Lic. No. 22841 W� _IQ � 08/10/2020 l}w ESSI)NAL 1 O L T 0 u U o oT c z J u Q m C o Q- Cv) a c W I— w ce) F U) Q E � Q c C Q 0- Q 0 zLu Q W H - Q o u LLI u JC c �L•yu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• ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4' PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.07), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.087) FOR POSITIVE DRAINAGE. 1.5• DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.087.) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. 0. � II 40.7 OII 40.3 ID 40.2 40 �� 1A d Ixp 4p p o 4�8 ,.a°_° 40IO 40.1 os FARROW DRIVE rk- RF- 1 S) VO 40.5 u �^ 4Ck,6 N � 40.4 4� 5 c}x 1` 40.9 �J O Lu I U L¢L CG-12 DETAIL 5 SCALE: 1 "=10' O Imo, ' o 43.9 p. O`, A� 00 il i < 43.4 ¢3s. Off, 43.2 �* 191WA A FARROW TERRACE 44.�9�" v44.0 ' \ 44.1 0< 0 CG-12 DETAIL 4 SCALE: 1 "=10' 44.1 44.6 LLl 0 O Q 1 C 1 1 C�. �6 46.8 $164 �x oc ' 46 JD 46.3 giy��s 46 46.1 b6`L D . 44 P� 5.0 46 45.9 N Lu _ U Q FARROW TERRACE Q r Q O Lu 45. 4 1 D cb 8 ° ° AS 45.2 Oy D 1 o q 45.8 •9 1 1 D 0 CG-12 DETAIL 3 SCALE: 1 "=10' 0 x v D O 48.9 oIQ ro � 48.4 C �94 •3 ti� iN SECONDARY ACCESS-i 48.6 o�Q 48.7 CG-12 DETAIL 2 SCALE: 1 "=10' Lu 0 O LaL 1 1 vp rxp 52.6 x 52.1 9f S2. 9 52.2 5 . �2.1 FARROW DRIVE I� Lu Lu Cf) W O 5 LL_ v� o 8 ooEo° 52.8 ° S q-I^ 52.9 o a .% 53.0 o.� 53.5 �I �I CG-12 DETAIL 1 SCALE: 1 "=10' 1 1 10 20 30 1 U g Lu 17 cn cno O Z z U) O ID :jYj g to Q J O H m W U T r J � IL = w m ir 0co W0 D U �¢ Q QZ c0 ZU ¢_ cA iLL o ti. j w o (f1 U Z rn N IL W a N W Q Z J U O m > a J } n > O �ZW O 0 w W ¢ (A Q m = rn UAXI �,3N, yTH pF Jimmy L. Taggart Lic. No. 22841 w4 P0, 08/10/2020atiti'w �SIONAL "� Q I z_ O T W > Y w U ¢ OTC Z -I J W w m a m U Q r� J cr LL H a_ Co <o w w uj Q �=CnQ� U)Qco° < a- 5 zw Xp U Q J LLB ~ Q Q W W \W J) / C7 J Q W o m � z a U 0 Q 0 Oz 0 z o o V w o z 0 c./ 0 N wo r 0 � 0 0 z '-' DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT DATE: 12-24-2019 SCALE: 1 "=10' JOB: 8438 C.I. 10' SHEET; 8 OF10 LEGEND ALBEMARLE COUNTY ALBEMARLE COUNTY PRESERVED SLOPES (TYP) OS \ / 9 / h l S6s , l !� AUTUMN BRILLIANCE �\... �, \ \ l S i f f / SERVI EBERRY 5 C / Z \ p 1 3. 4 S8 STREET TREE REQUIREMENTS, NOTES & DETAILS STREET TREE CALCULATIONS - FARROW DRIVE 647 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 12.9 STREET TREES REQUIRED OPEN 26 STREET TREES PROVIDED SPACED;'.:; 707,198 SF STREET TREE CALCULATIONS -FARROW TERRACE 401 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 8.0 STREET TREES REQUIRED 16 STREET TREES PROVIDED STREET TREE CALCULATIONS - SECONDARY ACCESS ROAD 124 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE 50 LINEAR FEET / = 2.5 STREET TREES REQUIRED 5 STREET TREES PROVIDED sf 22 ALLEE LACEBARK ELM , { 1-QP3,46° sf Q �� , \ 2 sf/% ; , STREET TREE CALCULATIONS -FARROW CIRCLE 1 \ u153� �?ROP 128 LINEAR FEET OF ROAD FRONTAGE @ 1 TREE / 50 LINEAR FEET = 2.6 STREET TREES REQUIRED SKYLINE THORNLESS 10 + —�--- 6 ° HONEYLOCUST BRANDYWINE RED MAPLE / 10-T c,, .9 P 8-GT 14,010 SF •Q" \ \ \\ -10-M POP. SAN SEWER _EASEMENT /r A° -P C 2-QC\ zl, /y3 \\ > o• r 1.0=L------ - PHASE LINE 'R 10- 5 STREET TREES PROVIDED r ,I ■ . FUTURE _Xrl / 25'R FARROW DRIVE VA IABLE WIDTH ROW) ■ ` " W W • ' 1 PHASE 3 'IS3-GT + / \ OPEN / - _- — - -- 1 SPACE A a �51739 SF 1 0 OPEN I1 Ln 11 SPACE D � I u, ,\ m �+ 11 1 1 rn� o� Ln 1 I 1 I `� >`L 7p7,198 SF I I o ri n ,� eo I I ,� oo r4 u, I I1 cn v, 4 +- 1 1-UP \ `� M rn 1 I' I I M ry m N III I M Ln U^ 5-GT 1 M M00 M M Ln M m 1 1 11 N ry M rq °, N rn 1 1 1 i J II li li it II m II ;,' , ol 4S - ----- -_j 5, S, �..... C'.Q i i p � V \, q r .S \ ... \ \ � � RE , / / r \S. Ile i a 1 , R N.$ $ a \'C\''�f � ALBEMARLE COUNTY MANAGED SLOPES \ a n 4 . ALBEMARLE NTY I \ a �. LBE LE COU (TYP) \ � \ a � �' •�' : PRESERVED SLOPES 1 a � Y \ a \ � •... °� �' . (TYP) \' \� \ \ 1 GENERAL NOTES & MINIMUM STANDARDS 1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO �y BE MAINTAINED IN AREA 2- & 7-FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE p9. • . / . . SIGHT LINES &ACCOMMODATE PEDESTRIANS. \ \�'. 9° ': • r• ':: ':: 2. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF \\ \.• \ moo\ : •,. • • P • . ; COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. \\ \ \ ,D\ \ \ 9 \: r 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. \ \ \ \ 2\ REINFORCED RUBBER -PRUNE DEAD OR DAMAGED \ �\\ \..� \ �\ /, . '• - �. • ; . • •:: BRANCHES. DO NOT PRUNE 4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. HOSE, ARBOR TAPE, OR \ _ - CENTRAL \ � LEADER 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING NYLON WEBBING \� \ \ \� \ \\ �\ GAP .i :�•, : `.: , . 1. SEASONFOLLOWINGTHE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE \ /� \ \ \ \ ,P�\ REINFORCED RUBBER HOSE, DEVELOPMENT, OR PHASE THEREOF _ \\ \ \ 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION ARBOR TAPE, OR NYLON WEBBING OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED 2X2 HARDWOOD STAKE LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, �\ / \�'\� PLACE TOP OF ROOT BALL SLIGHTLY THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE y�\ / \ \� ABOVE GRADE. AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS SHREDDED HARDWOOD OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. \,'�\�, \ \fib :� \ \♦ „� ♦ ; : :: MULCH (MIN. 4 DEPTH) 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO PLANTSCHEDULE r (DO NOT MULCH AGAINST COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001, TRUNK OF TREE) 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT 10-YEAR TREE COVERAGE = ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY KEY GINTY. BOTANICAL NAME COMMON NAME SIZE NOTE AREA (SF) TOTAL (SF) EARTH BERM AROUND BED REMOVE STRINGS, WIRE, BURLAP AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL Canopy Tree FROM TOP 1 /3 OF BALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. AR 10 Acer rubrum "Brandywine" BRANDYWINE RED MAPLE 2.5" Cal. B&B 452 4520 12" 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A MIN. PLANT ON UNDISTURBED SOIL HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY. GT 16 Gleditsia triacanthos inermis "Skyline" SKYLINE THORNLESS HONEYLOCUST 2.5"Cal. B&B 481 7696 REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. QC 16 Quercuscoccinea SCARLET OAK 2.5"Cal. B&B 419 6704 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE QP 5 Quercus phellos WILLOW OAK 2.5" Cal. B&B 419 2095 MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES UP 5 Ulmus parvifolia "Allee" ALLEE LACEBARK ELM 2.5" Cal. B&B 423 2115 SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 30 0 DECIDUOUS TREE PLANTING DETAIL UnderstoryTree NO SCALE AA 1 5 lAmelanchierxgrandiflora "Autumn Brilliance" JAUTUMN BRILLIANCE SERVICEBERRY I 6-T Ht. B&B 1 130 1 650 SCALE: 1"=30 TOTAL 1 23,780 30 60 90 U g m w co Oow Z z�� JY§ 2 Q � g � O 00 JJ a� = cn m Ir w D 08 0co Wo OQ �Q� JZ vU ZO ¢ C'y) V O > x WIr N Ir M W Q N > w Z O J U (n J d J }(~� O aZw O rn m= 0 0 Z d v 0 a 0 ocs Z o� ao 0 u N W oM Z 0 0 N W C) Q \ W 0 oti Z DESIGNED BY: UVN DRAWN BY: ARC CHECKED BY: JLT aF `I��•4• 9 c7 y Jimmy L//..Taggart Li.. No. 22841 W4 A�OF 08/10/202000�,}w �SIONAL LNG I� O o T — u U 0 O T c Z a m I < i 5- e7 a c WL1Jc„)� L U) < c/)Qcy)C W r, Z Er xQ [ W < Q 0 u W a J m R DATE: 12-24-2019 SCALE: V=30' JOB: 8438 SHEET: 9 OF 10 F, �2' R NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CUSS A3 IF CAST N PLACE, 40DO PSI IF PRECAST. 3. COMBINATION CURB i CUTTER HAVING A RADIUS OF 3DO FEET OR LESS (ALONG FACE OF CURIO SHALL BE PAID FOR AS RADIAL COMBINATION CURB 11 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER ,W&L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-e 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL 1,_t„ D D D D � D• TADS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR IDS COMBINATION 6" CURB & GUTTER 502 VRGINN DEPARTMENT OF TRANSPORTATION 3000 PSI CONCRETE LW�III 11�1-1�\ 11=III Ill=1111111111111� 1, 11- 4' VDOT 21A STONE BASE TYPICAL SIDEWALK SECTION N.T.S. Project: Date: Street ( or section): Testing Firm: Testing Date(s): Design ADT Average Daily Traffic, or VPD Present Year: Design Year: Growth Rate (%): Design ADT at Design Year: THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7' 6 MAINTAINED. Block 10 FULLY DEVELOPED 5-Aug-20 FarrowDrive, FarrowTerrace, FarrowCircie (assumed for design purpose) 504 2020 2021 0 504 Soil Support Measured CBR Results: 1 4 2 3 4 5 OPEN a2�T 6 9�� 146 4- 11 I I I I /\ \� III 1--I,\ ��\\ \ \\��- -- - •..,•�� a� ,, - __� ,� / AEW =L I iAIP BAG-07£ 11 V,ACAAr er PARK M 1 - i,- f zae ac A - - - - - -s°°• / / / / I ruA /1 r�N� / irAA'7'L 41��,p } �IE�? r o v,. l /yyy,,/// f dPEN / (�i�ry i ! SRACE A V A - ... - . , - -A'O%�8' 46zUi,7 ,iffi!p' ��Q nff O ___ - I O SPACE Fp - - - _ _� ' - 707,198 5 OS 1 N N ^ of i U" V rv� / 9 0 FoI \ \ / o /A, /451f;`\ ry ,.. e M \ SIGHT DISTANCE & ADT PLAN 60 0 60 120 180 SCALE: I"=60' L VARIABLE WIDTH PUBLIC R-O-W J 4 l4Q \I `N o`.�aL 2y - I YVIUAL StCi 1 IVIV STA 10+00 - 12+00 FARROW DRIVE (25 MPH DESIGN SPEED) N. .5. Y rII,+AL %C>Cl.P I IVIN STA 10+00 - 11 +30 SECONDARY ACCESS ROAD (25 MPH DESIGN SPEED) ra.T.s. VARIABLE WIDTH PUBLIC R-O-W CONCRETE `UU1 " U UMMUL VUU1 " a CONCRETE 1 f CG-6 1.5' SM 9.5 CG-6 3 Percent Trucks: 0 Measured CBR Average: 4 i/4": 1' -_ F- i/4":� 114 • 1' -. F- 1/4": 1' Design Traffic Volume: 504 Design CBR: 4 1 3.. B Soil Support Value 4 3 4' VDOT 21A 6" VDOT 21A 4" BM 4' NE SE 1 Resiliency Factor 1 STONE BASE STONE BASE PP STONE BASE BASE256" SUBBASE (21A) STONEBASE 1' 5' 6' 2' 7' 12' 10' 2' 6' 5' 1' Design Pavement Index: 12.4 Total Proposed Thickness Index: 16.0 CONCRETE PLANTING PARKING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE OK SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK Material Equivalency Min. Max. 33.5' 24.5' Thickness, (h) Value, (a) Inches Inches (a x h) Surface TYPICAL SECTION Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) 1.5 2.25 1.5 3 3.4 STA 12+00 - 17+ 13 Prime & Double Seal or Blotted Seal Surface 0 0.84 * 0.0 Intermediate FARROW DRIVE Asphalt Concrete (IM-1Aor 1B)(Superpave IM-19.OA) 0 2.25 2 2 0.0 (25 MPH DESIGN SPEED) Base 1 N. T. s. Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) 4 2.25 3 9.0 Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface 0 1.60 6 0.0 VARIABLE WIDTH PUBLIC R-O-W Untreated Aggregate (21A or 21 B) 0 1.00 6 6 0.0 Cement Treated Aggregate 0 1.67 6 6 0.0 R/W POINT OF R W Cement Treated Select Material, Type II, min. CBR=20 0 1.50 6 6 0.0 4" 3000 PSI FINISHED 4" 3000 PSI 3 1 Select Material Type I & II, non -plastic, min CBR = 30 0 0.84 6 6 0.0 7 CG-6 CONCRETE VDOT ST'D 1.5" SM-9.5 GRADE VDOT ST'D CONCRETE CG-6 3 Select Material Type II, non -plastic, min CBR = 20 0 0.60 6 6 0.0 1/4 ' i 114": V 114": 1' ->_ 1/4": 1' ... ....... Soil Cement 0 1.00 6 6 0.0 3 1 4' VDOT 21A - "' 4' VDOT 21A 3 7 Cement Treated Select Material, Type II 0 1.17 6 6 0.0 STONE BASE BASE STONE BASE Cement Treated Select Borrow 6" VDOT A 6" SUBBASE (21A) 4" BM-25 6" VDOT 0 1.00 6 6 0.0 STONE BASE STONE BASE Base 2 1' 5' 6' 2' 8' 10, 7' 2' 6' 5' 1 Untreated Aggregate (21A or21B) 6 0.60 4 8 3.6 CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PARKING PLANTING CONCRETE Cement Treated Aggregate 0 1.33 4 8 0.0 SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK Select Material Type I, non -plastic, min CBR = 30 0 0.50 4 8 0.0 22.5' 31.5' Select Material Type I & 11, non -plastic, min CBR = 20 0 0.40 4 8 0.0 TYPICAL SECTION Soil Cement 0 1.00 6 8 0.0 Soil Lime 0 - 0.92 6 8 0.0 STA 10 + 00 - 14 + 12 Cement Treated Select Material, Type II 0 1.17 6 8 0.0 FARROW TERRACE Cement Treated Select Borrow 0 1.00 6 8 0.0 (25 MPH DESIGN SPEED) N.T.E. Total Proposed Thickness Index: 16.0 rn ,n U o m w t= � 7 to 0 U M O Z oto zb`" �Y> V1 �U) J Q JU J = 00 aT' m W 0(n 0Q Z C7 0-O �Q U ° _Ir i (A o w � wo N x LL Z Ir 5; N 0 V aw N W z Q O va J a J _U7 0 U) O azW °o W CE U7 Q rn = rn U z O a z U 0 H 0 Z oz z o 2 E 2 Or U �Z W o z � O U O N W � F 0 C O W O O z DESIGNED BY: UVN DRAWN BY: I ARC CHECKED BY: I JILT PLTH OF r aAt Jimmy L. Taggart Lic. No. 22841 4* A�OF 08/10/2020 1=w �SSIONAL �1y6 Q Q 1 Z C] 0 T- > Y U w _J OTC W Z i J u, (� Q m Q a_ C'7 a LL o F W > o U) Q O (n Qcr)0 v� z Q=Cfl� O Q d U W 2 � z Er < W a H / C7 0 MW W � DATE: 12-24-2019 SCALE: AS SHOWN JOB: 8438 SHEET: 1 O OF 10