Loading...
HomeMy WebLinkAboutSDP201100024 Checklist 2011-04-19 SDP#: 2011- 62)4 File Name: ,I - S bate: 00/1 ❑ 32.5.6 The preliminary site plan shall contain the following information: II V The name of the development; names of the owner, developer and individual who prepared the plan; tax map and parcel number; zoning; descriptions of all variances, zoning proffers and bonus factors applicable to the site; magisterial district; county and state; north point; scale; one datum reference for elevation (where section 30.3, flood hazard overlay district, is involved, United States Geological Survey vertical datum shall be shown and/or correlated to plan topography); the source of the topography; the source of the survey; sheet number and total number of sheets; date of drawing; date and description of latest revision; owner, zoning, tax map and parcel number and present use of adjacent parcels; departing lot lines; minimum setback lines, yard and building separation requirements; a vicinity sketch showing the property and its relationship with adjoining streets, subdivisions and other landmarks; and boundary dimensions. ■ Written schedules or data as necessary to demonstrate that the site can accommodate the proposed use, including: proposed uses and maximum acreage occupied by each use; maximum number of dwelling units by type; gross residential density; square footage of recreation area, percent and acreage of open space; maximum square footage for commercial and industrial uses; maximum number of employees; maximum floor area ratio and lot coverage if industrial; maximum height of all structures; schedule of parking including maximum amount required and amount provided; and maximum amount of impervious cover on the site; if a landscape plan is required, maximum amount of paved parking and vehicular circulation areas. ❑ c. If phasing is planned, phase lines and proposed timing of development. ❑ d. Existing topography (up to twenty [20] percent slope, maximum five [5] foot contours, over twenty [20] percent slope, maximum ten [10] foot contours). Proposed grading (maximum five [5] foot contours) supplemented where necessary by spot elevations; areas of the site where existing slopes are twenty-five (25) percent or greater. Existing topography for the entire site with sufficient offsite topography to describe prominent and pertinent offsite features and physical characteristics, but in no case less than fifty (50) feet outside of the site unless otherwise approved by the agent. ❑ e. Existing landscape features as described in section 32.7.9.4.c. ❑ f. The name and location of all watercourses and other bodies of water adjacent to or on the site. Indicate if the site is located within a reservoir watershed. ❑ g. Location of septic setback lines from watercourses including intermittent streams and other bodies of water. ❑ h. One hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County. ❑ i. Existing and proposed streets, access easements and travelways, together with street names, state route numbers, right -of -way lines and widths, centerline radii, and pavement widths. Location and size of: existing water and sanitary sewer facilities and easements; storm sewer facilities, drainage channels; and drainage easements. ❑ k. Proposed conceptual lay -out for water and sanitary sewer facilities and storm drainage facilities including storm detention ponds or structures, indicating direction of flow in all pipes and watercourses with arrows. -1 Location of other existing and proposed utilities and utility easements. s v , A.r..04ent 04 - S7, ❑ m. Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing street intersection. ❑ n. Location and dimensions of all existing and proposed improvements including: buildings (maximum footprint and height) and other structures; walkways; fences; walls; trash containers; outdoor lighting; landscaped areas and open space; recreational areas and facilities; parking lots and other paved areas; loading and service areas together with the proposed paving material types for all walks, parking lots and driveways; and signs. ❑ o. All areas intended to be dedicated or reserved for public use. ❑ p. Landscape plan in conformance with section 32.7.9 if required. ❑ q. Where deemed appropriate by the agent due to the intensity of development, estimated traffic generation figures for the site based upon current Virginia Department of Transportation rates. Indicate the estimated vehicles per day and direction of travel for all connections to a public road. ❑ r. The preliminary site plan shall be dimensioned to at least the following standards for accuracy: ❑ 1. Boundary, setback and zoning lines - one foot in one thousand (1:1,000) feet; ❑ 2. Existing contours - one -half ('h) of the contour interval required in section 32.5.6.d above; ❑ 3. Proposed contours - within five (5) feet horizontally and vertically; ❑ 4. Existing structures, utilities and other topographic features - within five (5) feet; ❑ 5. Proposed structures, roads, parking lots and other improvements - within five (5) feet. ❑ s. The agent or the commission may require additional information to be shown on the preliminary site plan as deemed necessary in order to provide sufficient information for the agent or the commission to adequately review a the preliminary site plan. 32.6 FINAL SITE PLAN CONTENT ❑ 32.6.1 A final site plan together with amendments thereto shall be prepared and sealed, signed and dated by an architect, professional engineer, land surveyor, or certified landscape architect, each of whom shall be licensed to practice in the Commonwealth of Virginia. ❑ 32.6.2 A final site plan shall be prepared on mylar, sepia or other such transparency material which shall be termed as the master drawing. Two (2) clearly legible blue or black line copies of the master drawing shall be submitted to the department of planning and community development. (Added 5 -1 -87) In addition, if review is required by the commission, one (1) reduced copy no larger than eleven (11) inches by seventeen (17) inches in size shall be submitted. ❑ 32.6.3 Two (2) copies of a landscape plan shall be submitted with the final site plan if not previously submitted. ❑ 32.6.4 When the site plan is ready for final approval, the full -sized revised master drawing and a transparency copy of the master drawing shall be submitted for the agent's signature. Once the agent has signed the master drawing, he shall return the master drawing to the developer and the developer shall submit four (4) print copies of the signed master drawing to the agent. ❑ 32.6.5 Unless otherwise approved by the agent, the final site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or larger or to such a scale as may be approved by agent in a particular case; no sheet shall exceed�}}frty-six (36) inches by forty-two (42) inches in size. The site plan may be prepared on one (1) or more sheets. If prepared on more than one (1) sheet, match lines shall clearly indicate where the sheets join. The top of the sheet shall be approximately either north or east. ❑ 32.6.6 The final site plan shall reflect conditions of approval of the preliminary site plan. The final site plan shall contain the following • ormation in addition to all the information required on the preliminary site plan: - ❑ a. O Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being satisfied. In addition to preliminary site plan information, indicate if sale or rental units; number of bedrooms per unit, and number of units per building if multi - family; specifications for recreational facilities. ❑ b. Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20] percent slope, maximum five [5] foot contours). ❑ c. Detailed plans for proposed water and sanitary sewer facilities, including: all pipe sizes, types and grades; proposed connections to existing or proposed central systems; location and dimensions of proposed easements and whether the same are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes; valves and fire hydrant locations; all sanitary sewer appurtenances by type and number; the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. ❑ d. Detailed construction drainage and grading plans: ❑ 1. Profiles of all ditches and channels whether proposed or existing, showing: existing and proposed grades, and invert of ditches, cross pipes or utilities; typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain; ❑ 2. Profiles of all storm sewer systems showing existing and proposed grades; ❑ 3. Plan view of all drainage systems with all structures, pipes and channels numbered or lettered on the plan and profile views. Show sufficient dimensions and bench marks to allow field stake out of all proposed work from the boundary lines; ❑ 4. A drainage summary table for culverts, storm sewer and channels as described in the following example: Structure Description Length Invert Number In Slop Remarks e 1 42" RCP 50' 424.5 100. Provide Class III 0 00% 2, EW 2 DI -3B L =8 426.0 - IS -1 0 Top 3 PG -2A 400' 420.0 5.00 D =12" 0 % 4 Grade Swale 200' 420.0 2.50 D =18" 0 % ❑ 5. A legend showing all symbols and abbreviations used on the plan; ❑ 6. General notes, typical sections, and details of all items not covered by Virginia Department of Transportation standard drawings; ❑ 7. Flood plain limits for the one hundred year storm for all watercourses with an upstream drainage area of fifty (50) acres or more provided that the county engineer may waive this requirement for drainage areas of less than one hundred (100) acres upon determination that such information is unnecessary for review of the proposed development. ❑ e. Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; centerline curve data; radius of curb returns or edge of pavement; location, type and size of proposed ingress to and egress from the site; together with culvert size; symmetrical transition of pavement at intersection with existing street; the edge of street surface or face of curb for full length of proposed street; when proposed streets intersect with or adjoin existing streets or travel -ways, both edges of existing pavement or travelway together with curb and gutter indicated for a minimum of one hundred (100) feet or the length of connection, whichever is the greater distance. ❑ f. Signature panel for department of planning and community development. ❑ g. For all parking and loading areas, indicate: size; angle of stalls; width of aisles and specific number of spaces required and provided, and method of computation. Indicate type of surfacing for all paved or gravel areas. ❑ h. The final site development plan shall be dimensioned to at least the following standards for accuracy: ❑ 1. Boundary, setback and zoning lines - nearest one -one hundredth (0.01) of a foot; ❑ 2. Existing contours - one -half (`/z) of the contour interval required in section 32.6.6.h above; ❑ 3. Proposed contours - within one (1) foot horizontally and vertically; ❑ 4. Spot elevations - within one -tenth (0.10) of a foot; ❑ 5. Existing structures, utilities and other topographic features - within two (2) feet. For critical structures, accuracy should be within one- tenth (0.10) of a foot; ❑ 6. Proposed structures, roads, parking lots and other improvements - within one hundredth (0.01) of a foot. . Landscape plan in conformance with section 32.7.9. ..� . Outdoor lighting information including a photometric plan and location, description, and photograph or dia of each type of outdoor i outdoor huninaire. _ LUF htek a 4 I ....ii . rk,) C.o.( Neu- pafcel — No more_ - 1k4k- . s -- C...... ' art --rvet, mot IL- covskek Cr Pixikoy-Ctilleta: • , C) 'C U'rJ 4' O - w b r . n 0 ON U o v a) «; 'd U .b p N U .y 3 - 0 7 0 E b • a 4.) 0 i • 00 k y 0 O ¢ to `� ° T. E w a) -6 x a o w o T.) c� c a) a c a) O > co 0 �y.., c a d y a. y 'y w a y "" y .. 0 C -, id 0 4 4 0.) N ° a ad 0 v en a a ° 3 > c E �o y3 E ed - 0 • c b p y a'�� E ° c° a 1� O • b ,O 8 O •fl T-. aw ,� N v o. • a'� a +- ) b .�'. 5 pT V 7 . O .a U ^� p U p p� N f3 0.. a °U "[ O • • cd a ^ 4 '�' • b a • a a) i ...5, w 3 P, U 0) ' O = 0 0 o ..o E .o ° ° N ap ' v) y . 6.. c 0 ' p ,-, et a) + ... . 0 0 -. = _ 5 .a . 0,,, w a) O > ��• U a) ' O O O U a a) ey y cn el A ad > • 3 3 a� E a w a) N ao Q a) � ° E .. a o S. 3 ` y y ' C 0 C ' U ~ $ . w b ' E c ° ) p - C. C y y ° ao aD _ T U k ... 3 • a a) a C1) K ci) Cr Q W C c 0 cp 0 ...0 a o `� N w 0 cn N ad 0 [ ' v i a) _0 cn y ^ U p y U.0 N w e' . o =. y °= w w y ° y . + ' U ✓ W A. y _ E it to o b o y � 0. .5 0 3 az � o s. o -0 co n • ° ) / = 3 d. a bno b a o ° p E a a 0 c •^ 6 " a) .. c OA i. �'' c ° a) r 0 ad ° b as ad • ce c o o w °p o c i ° E y v • 3 b 4. p o a c d b a > , .p w an. o a C ..... U ..0 .� o ew ° E >, > :b C w o o o i o ob °° x o °r 3 .5 'c o ° °° ai id o G> w a o c o o f s OD y a t, ° C¢ a-, 0. en o .0 > o o w +r y n. O . ai a ` d j v,° a s [ '° co w - U p c � y U� v a j O ' � a n 'y ° a C 0 a) . . y c 3 >. 0 8 n c 0 0 E g .7 C o b E ° . . 0 0 g o ' a • ao a U .o a 3 , a 8 a ° 0 • 0 '� $ a ' § ^ " •' b o w •^' a �' w > a w y ,S c�i a a b c`di [c • C >, 'moo .... w o °" ° o c � �v� ' N '- > > a) w • O . ° id N d .0 ' U G . ` 0.0 ad I. y ° cn N a OD E , U ° .d 0 .O o - o • b 'b E . 5 ••- . U 0 a a a) U a) > ad 0 a) a) o c y c. a n d � ts . A w °p', c •E y a. -0 b ,, s: ' -a ° �; w a a«. ^o cn ,. U .� ad , o a) p O p w 0 a� a. .U, 'O G. N .° act • v :, O ` ed C �e U i N ¢ 00 C O 0 U ' . y E ;Es' O W ' a E a U a ° , y ' ° °) = - U °° b O , ti °" ad d � - °' ' c c y 'c o a c 'o i ° o ° ° ° ° aa.'c 0 , ° w a) Z E .0 .E o o 0.0 > ° a) U S ti a.. > ° ° ° y 0) ° pp II • '"' >, •O •°-° 7 � N c, .� .n .. e0 U >, E . ?, o. by a) ad t' -" a f Zl 0 . 04 'b a ^ V id U LL a rn O N a.. _ .Y' L" 04 N — a. = y a) N an b h a) o s i ad ad w p ' a O O a - 3 a a • w o v = P . > U N an E w Cn 0 a a E .5 . o p �•. U T p b a) cn O p �' a) b o > o :L ° •� y f � ti a k ' ad 0 0 a GL ^ a U b a.. U w PG U U ad O -w+ o a ° c T °' ' a •= °p • • is «" d o = a C i n ao L. a > o an as Vi n° at - T-o U A b a o a) ^ .. a, 4,4 a d O 0 cd C 'O o M = " E 3 " ' a ) U y- E j � ^ '� a) o' 'a b cd U id Z a) .a ad ad U . v) 0 `-, 0 c w a) E > cd v U i °.+) a) S ad 0 ; cn U t "-it 0 o Q U o N a) a y .n cn W .v O a't y ' ' y Oa CI) a • c � 3 c >' o . - - c a .4) , O F 70 E 'E •C z ° w b y '� aai o c a 0 .c a ° ) y o N a) F v a v an E U a a) g 0. id ad «! _ y n 0 -r p n y y b y d) .� a) W d a a, o v v v a ° o act a, g `d op w ; 0.0 D a w W ° ad . 0. o F • ad a) cn a 0 N v cn M ..il . y y . �. a O a... N y y o ' ^ . C •� , . b • L E U U ~ U a) y U U F" N y a ad 5 y ad al 1 w y w °' �' N °' E E U y . ' � "�' ° 0 U T id .y+ y 3 , 0 O c ° cn a• rn .+ °° c 'i. >, '� v C 0.) 3 v� Z v� acs . r s v G.) a ° . ° ° .0 a ° ) a � i et U • n co ° O E ° fV ri if; E b n 0 ay o aq .E y a) a � j y ,, • = O.) o A • C. WI o o E °•c cz 'b❑ ❑❑ ❑❑ Pp a •o 2 a a) a . `1 3 a °' i ° k '� a) C o X ' N g M Mt n ' °` a W .t. CL. 3 Q °` := v a y a a U E o v O 3 F-∎ i; '3 a W n 1 mo .. �... y .......� a .. a = p ad y ` ,t C . H 'fl ;i .ad. a) .a .O .\a.. M b 4 b ^ U . ^U i en 5 CA 1 ❑w 0g,- 2 ❑ 0 g E °❑ 0 .0 N ` U ,w 1 = G o 3 cd o co C V 8 ate °, c Q i w 0 to .. O c 0 0 y O > rA y C y • G •0 co a) a) o 0 0 y p O g • g . U , U p O ' r p `" a c a _ Q ' O 0 n, U a �' a) a �• ' u . c°i . . 'v ' a o ti 4.. °' ° a p i '� .1- ° a) 0) a U 0. co 0 ) c b .� o o 0 — • g 0 0 0 .0 = `� 4 0 c° 3 > ° b w 3 0 4' di cd Y a — ° o C 0 0 - 0 E .;E,. : ao s s.. 0 ' > .c 'a e a) U �. ti ., b W a U 0 2 ° 1:0 b p a ° y 3 O. .� oa OD > . � a li ao a i 000 ° ° 0) b a °A i 0 4W cdt co .n a 5 a p O p, .0 y cd b C di 0 `� ° y `� Cd ° ° y w c a ) v a a°i > to 0 y v b o y o g a) 'e °° n ° g a) ° a) ° ° b . � 00 2 CO 3 w ° at s ° a a7 3 i E a a b ° > o o ... o Q ' - U `� , 0 c3 CZ ° a) c o w . > w p„ ° = ' cu so. cu y � C O b CO O c. . o o 2 � . � X) Y ,.44. L b o 0) o w 0 ° e0 > .. N b ° v 0 co) N .,4 .,e "0 c b 0 v C ° e ` d b 0 q ° 0.0 a ° to 00 7 y v c ° 3 L a v °r a by 4. O a ,5,' .o lei o '°.- °° w° °° C 0 a e ° ° a b To cow 0 0 9 o 3 o : k b a = a) 4.1 w a a y . b E 0 c.) 0 c ,� 3 �o a) g `cd o o ° i y 4 y v ao by b n ck I) 5 I 0. h b 0 ``.. e0 .0 y U ° .0 7 .0 'C o N O ti 0 C . a N v � pp o ' Y a ° c 0 c g 9 = . _ ° w "C) 00 0�° 0 w o a ?E a O N a) 0 W A b a ) c v d O en a g , 4 id c`A a t, a a. .Y b� w V F ° y 0 a) y 'b O o c a O y O .N C c0 '.' � u°" a°i Of W U Y C C a O t O •. Y -+ 0, O w .0 0) h a) 3 X • W a a X U N w" • N t) A O S .. 0 0 . .0 00 0 « °' ` G o G. a) a) m :d a o o a a te ) ° y p 3 v o ce N • - . , Q) w .'�.+ C — 7 , ' 0 a) .0 pq > C a U y O .... . y 0 y .Q o w op a) a) C w p , S v w? o .c o c.4., ° a o a) .0 a Z U C y G y cC C h a c0 ° U C C b I. ° P, eg w Q) 0 ° u • d ° al ° b0 c — G 00 o o w A „ y a) � b G p •� p 0 m aa) G v, 0 -0 a) a) T Z g E ° • c) 8 ' 7, a w 0 7 p a q ••-. a O W a) 'ay C U O pp c,. w D Q O a a U O _,- o .^ a o I. ' may • C 'fl 0 pp 0 , cd w U .-. 0 0 C a > Z r,�. p t� > 0 o 4c a G ° 0 v, 0 b o + �' ti 00 v " ° c) y bA 3 E" b -- L ° 'y a a Q ' 0 0 0 ' > 7:1 To" ,9 O C E.' c cd - p o w . evi ',, • C w ° n °a o o ca 7 V y on ° ' °„ G7 a CU c' ° V) •0 , v 0 ' n, •0 a' 0 Cl. o v ° ° y b 0 a�i k C 0 "0 Z by c. Q co a v, 0 a) 0 0 0 0 0 , E y y a) U i0 O •0 60 '., C '"' y a .� C . 0 '00 C bU by 0) a) " • � Ts ti a) . a) y y C C —. rn — Q , •O p . a) 00 a) 0 !'y .+ •-• a) Q 1 -^ •• 00 v, a ' 4+ W . 0 p > pp Y pp U 0 U :6 C o '�. -2 �U. y am, . y 2 cd a ,� a ) 4 n 0 ' a a) .0 C V . 0 b c 0 3 rt. c o°A 3 4 • � a) ° ° C ° 4... o V) b ° " '° 0 7. cy p ° —_ co y y O V y o b y> co 00 V 00 . O n i y 4. W a - — — Rf w C a) co) b a) .0 S G4 Cr > 44 O U W c .� E X y ❑ ❑ ❑ ❑ ❑ '> b0 >, i y .0 a a o f .d ti • g _ id i o e o a p i ° o T a) .0 a.) ° ° �� c 0 h y O •7 . . . ° 4] yy a`") F c 0. ., ' ;o y • N • c - • N • m �; N to r. 3 C.- > i � U . 0) C 2 a ^ U O G. cc s.. . % ' � U t . L - 3 6) - . 1 ❑ ❑ co F".. O; o W .i+ .w 0 ti . L7 r- Q.' b .'° ..= O� X `� a) O U U C O ? C r o va .,r� _,�F ¢�cn¢ �3 o co >�3rn3v) o.0co ' O N — v .� U U N : t0 0 0 E e0 a p U in a 00 44 1 6. 21 w� ❑ ❑000 oo . 1 TO 0 L 0 w 7 0 E o 6 0. w y T 0 y a) . tap es `cd 4.. > 0 0 U + " ' 7) O 0 cd i = ; O. 0 en 71 bo 0 0 a) o■ O • o (NI o a 0 M 4) cd = � o^ 0 o U N fy O 4 mu U' > O M M O y a. U O I. 4 o. .0 N ° U en U CT a' en (V ° 0 M N en 0 .0 v a a) p E 0 0 ;, 0 • o 0 .0 3 v) U 0 a. 0 oz 0 0 0. s V Q 0) ... 3 6 a) . Q O 0 0 2 O 4 .0 • U by Cr O s U . O 0 ed U O a] _ -' O v 4- `a a w ° — a Y 3 0 O Q E O C 0 ``" -' U • ° . 0 Q a) O . 0 w, O ' .U 'C 'O ' U a) a) y en y 0) . t : • , ...., a -s ,= 'C p O V w+ 7 4 : eF. a) O '00 0 0) E O ° td) $..,c:' as a ) 0 ?4 A es CZI 0 .-. N cut 't7 , O C O .... w 'b 0 .0 • , O d ° °) a 0 71 0 a.) • `f w > p 0 2 0 .0 y b b 0 E V 0 0 0 v; a O c 3 0 a) � > ° 0 • cca . a N ,.) b 0 o G w b - a c E ^ o .0 °) " 5. ° ° •O.) N '� ti o ' o `^ 0 a © 0 O O T 'fl O . C O • O y ti C ca _ U - 0 a ' 4-. + - en °o 0 0 w "0 . 0 u a O : -' 0 eb es w cO n 3 cn L 0 O 0 00 GL v a. . U 0 c �, >1 T o ° o b 0 g 0 0 0 0 u .o C O 0 . 0 a) 0 0 0 U U ?) t> 0 O- 0 0 E R7 ,� a O •—, 'b .� 7 v) a) 0 y N .0 p„ a at a c" 0 0 -o u a 0 a) .� 0 a) O rd ,. a a' c e 0° w a Z ., e° o c v c 0 ) E ... 2 v a a a i >1 e3 U Q 'a 5 c a) o 1 c am ) 0 a) a b 'S cA 0. y g ' ° ` ° b > ! o a, 0 0. la. + eV h a) at f W • 3 L7 U U C 0 . O v N 0 0 0 U U 0 , • 0 0 = CZ O c cd c E. a) O «, O' :� z... ,L9 O 0 _ ' 1 E n . by O c MI 7 E� • = w VD W c 0 0 5, 3 >, b 0 c g f V en ed c c I i c O --- (V ON w - 4 0 0071 0'7171000000 X071 .0 g g _ 7 o a a o 0 0) e 1 Final Site Development Plan Checklist .� Project Name: ,SO C P F I F. Lb KOOSF. Firm: M( ke e CarOrl This checklist must be completed, signed and submitted with the application. The information contained in this checklist reflects the contents of the Site Plan Ordinance as of May 1, 2006. The applicant is responsible for insuring that no revisions to the Ordinance have occurred since preparation of this document. A F'nal Site Development Plan shall contain the following: LW Preliminary approval letter with appropriate number of copies of the plan trRd Written request for any waivers (attach to application): Please List: 4 Site Plan Ordinance Section 32.6 - Contents of final site plan In addition to containing all of the information required by the Contents of Preliminary Site Plan (section 32.5) a final site plan shall contain the following: 571. A final site plan together with amendments thereto shall be prepared and sealed, signed and dated by an architect, professional engineer, land surveyor, or certified landscape architect, each of whom shall be licensed to practice in the Commonwealth of Virginia. [32.6.1] 2. A final site plan shall be prepared on mylar, sepia or other such transparency material which shall be termed as the master drawing. Two (2) clearly legible blue or black line copies of the master drawing shall be submitted to the department of planning and community development. (Added 5 -1 -87) In addition, if review is required by the commission, one (1) reduced copy no larger than eleven (11) inches by seventeen (17) inches in size shall be submitted. [32.6.2] a(3. Two (2) copies of a landscape plan shall be submitted with the final site plan if not previously submitted. [32.6.3]. 12 / 4. When the site plan is ready for final approval, the full -sized revised master drawing and a transparency copy of the master drawing shall be submitted for the agent's signature. Once the agent has signed the master drawing, he shall return the master drawing to the developer and the developer shall submit four (4) print copies of the signed master drawing to the agent. [32.6.4] 5. Unless otherwise approved by the agent, the final site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or larger or to such a scale as may be approved by the agent in a particular case; no sheet shall exceed thirty -six (36) inches by forty-two (42) inches in size. The site plan may be prepared on one (1) or more sheets. If prepared on more than one (1) sheet, match lines shall clearly indicate where the sheets join. The top of the sheet shall be approximately either north or east. [32.6.5] 6. The final site plan shall reflect conditions of approval of the preliminary site plan. The final site plan shall contain the following information in addition to all the information required on the preliminary site plan: [32.6.6] ■/ 7. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being satisfied. In addition to preliminary site plan information, indicate if sale or rental units; number of bedrooms per unit, and number of units per building if multi- family; specifications for recreational facilities. [32.6.6a] County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296 -5832 Fax: (434) 972 -4126 5/1/06 Page 1 of 3 Gil 8. Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20] percent slope, maximum five [5] foot contours). [32.6.6b] s / 9. Detailed plans for proposed water and sanitary sewer facilities, including: all pipe sizes, types and grades; proposed connections to existing or proposed central systems; location and dimensions of proposed easements and whether the same are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes; valves and fire hydrant locations; all sanitary sewer appurtenances by type and number; the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. [32.6.6c] d 10. Detailed construction drainage and grading plans: 1. Profiles of all ditches and channels whether proposed or existing, showing: existing and proposed grades, and invert of ditches, cross pipes or utilities; typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain; 2. Profiles of all storm sewer systems showing existing and proposed grades; 3. Plan view of all drainage systems with all structures, pipes, and channels numbered or lettered on the plan and profile views. Show sufficient dimensions and bench marks to allow field stake out of all proposed work from the ✓ boundary lines; �f*• A drainage summary table for culverts, storm sewer and channels as described in the following example: Structure Number Description Length Invert in Invert out Slope Remarks (1) 42" RCPCIass III 50' 424.50 424.00 100.00% Provide 2, EW (2) DI -3B L =8 426.00 432.00 - IS -1 Top (3) PG -2A 400' 420.00 400.00 5.00% D =12" (4) Grade Swale 200' 420.00 415.00 2.50% D =18" A legend showing all symbols and abbreviations used on the plan; General notes, typical sections, and details of all items not covered by Virginia Department of Transportation standard drawings; Flood plain limits for the one hundred year storm for all watercourses with an upstream drainage area of fifty (50) acres or more provided that the county engineer may waive this requirement for drainage areas of less than one hundred (100) acres upon determination that such information is unnecessary for review of the proposed development. [32.6.6d] Oa 11. Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; centerline curve data; radius of curb returns or edge of pavement; location, type and size of proposed ingress to and egress from the site; together with culvert size; symmetrical transition of pavement at intersection with existing street; the edge of street surface or face of curb for full length of proposed street; when proposed streets intersect with or adjoin existing streets or travel -ways, both edges of existing pavement or travelway together with curb and gutter indicated for a minimum of one hundred (100) feet or the length of connection, whichever is the greater distance. [32.6.6e] 12. Signature panel for Department of Community Development. [32.6.6f] 1 13. For all parking and loading areas, indicate: size; angle of stalls; width of aisles and specific number of spaces required and provided, and method of computation. Indicate type of surfacing for all paved or gravel areas. [32.6.6g1 5714. The final site development plan shall be dimensioned to at least the following standards for accuracy: 1. Boundary, setback and zoning lines - nearest one -one hundredth (0.01) of a foot; 2. Existing contours - one -half ('h) of the contour interval required in section 32.6.6.b above; 3. Proposed contours - within one (1) foot horizontally and vertically; 4. Spot elevations - within one -tenth (0.10) of a foot; 5. Existing structures, utilities and other topographic features - within two (2) feet. For critical structures, accuracy should be within one -tenth (0.10) of a foot; 6. Proposed structures, roads, parking lots, and other improvements - within one hundredth (0.01) of a foot. [32.6.6h] hd 15. Landscape plan in conformance with section 32.7.9.[32.6.6UJ 5/1/06 Page 2 of 3 J16. Outdoor lighting information including a photometric plan and location, description, and photograph or diagram • NW of each type of outdoor luminaire.[32.6.6j] In addition to the items required by the ordinance, Albemarle County Engineer, Groundwater Program Authority, the Virginia Department of Transportation, the Albemarle County Service Authority, and the Thomas Jefferson Health District require these items on plats and plans submitted for preliminary approval. Plats and plans will not be rejected if these items are not present, but they are required for approval. These items are provided in an effort to communicate all preliminary comments. --0 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) —0 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy) e - 4. Provide copies of off -site easements, or letters of intent to grant them from off -site property owners. (Albemarle County Engineering Policy) tJ 5. Show and label stream buffer limits. (WRPA Ordinance) ti 6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle County Service Authority) A l 7. Tier 3 - Draft or Final Groundwater Management Plan (17 -403) 0 - 8. Tier 4 – Aquifer testing work plan (17 -403) Read and Sign In representing the above referenced firm submitting this plan for final approval, I hereby sate that, to the best of my knowledge, the attached plan contains all information required by this checklist. Signature of O ner, Contract Purchaser, Agent Date QKASESIl Ti WHO" 1 - 931 7r ZL Print Name Daytime phone number of Signatory 5/1/06 Page 3 of 3