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HomeMy WebLinkAboutSDP201800022 Plan - Submittal (First) Initial Site Plan 2018-04-09PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. Sheet Number _ - 1 - 2 EXISTING CONDITIONS 3 '^,. +Y°..��r�'xV..r'»varwirvx u.sx..t .�.Fur>r3:.,„.„.c \^TR `- ._._. -._. _� ... i-- -. - .... .,._..-_...."-... .._. ..____...,.". ...,,,."... .. ......._ ". ._._-r..._..... . .._. ._..'..._... ....BUILDING GRADING & DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS r N89° 51�"W 108.79'` \11 ;.NO2° HEIGHTS• MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET 44' 13"E 49.99' 1 i. r`". 1i� SETBACKS• FRONT 5' MINIMUM (18' MINIMUM FROM RfW OR EDGE OF SIDEWALK TO GARAGE) _ - F, SIDE: NONE - MIN. 10' BUILDING SEPARATION - ANY BUILDING THAT EXCEEDS ''� ,_.^-- • �' 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' ♦ - �` , s i FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT \ \k, i ' V- REAR: 20' MINIMUM k '. ci'' SUBDIVISION STREETS. CURB &GUTTER '�- ,. i i i y _ t O .- � N r ;3 \ .�, i ii Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS 6 SWM PLAN Ix I I � � � � � � 10 I I I ! I I I I k0 III III 1-0 0 y U N it: WA TERSHED: LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED `� - _._ _ '"- --% �1 F `,, �` •- y. ' __ -, �N V � r' \♦ 6 TOTAL NUMBER OF SHEETS AGRICULTURAL/' FORESTAL DISTRICT NONE -``~, !` " \ � i ♦ 0 �. r i i .- ,► r-' TOPO & SURVEY TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND � - "" \ e ♦ � ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 20OZ THE BOUNDARY ,,` ,' 056A2-04-00-00600 �,y , �,,1� " .. t i ,� ROADS i E BECK, JUSTIN CHARLES ,` i i ♦ b LINE INFORMATION 1S PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. OR SARAH ANNE ♦ 'i% 'i -- - - - ...----••• LOT 1 1, __ I EXlS77NG CULVERT EAR7N Dl TCN 0 INFORMA 7ION FIELD VERIFIED BY COLLINS ENGINEERING NOVEMBER 2017. 0.215a ACRES �' "� L pT= ♦ i `° l CUL YfRT \ *� ` `' s . i� DRIVEWAY CULVERT ;'` ZONING: R=b RESIDENTIAL N,1 �'' _.__ I L - i -1 � Iz io DATUM: NAD 83 .' r--" _ D.B. 3640 PG:'282 \ ♦ �, ''` / ;y, OT id ., \ �" i DROP INLET & STRUCTURE NO. BENCH MARK , �.? '�% EXISTING VEGETATION: PARTIALLY WOODED �` - _ 1 ,.'� i CURB _ - - \ CLEARING LIM17S _ i i \ 0 3 05SA2-04-aa-00700 �•. .� s - •,. �,s h \ CURB & GUTTER ,.� fl5bA2-04 00-00500 ",: 1 ]1iN NO LIGHTING IS PROPOSED , ROTI��AN, BENJAMIN A � _ \ . LIG OR ERIN C �.., , KIRBY, PHILIP ML.- PROPOSED PAVEMENT OR JENNIFER J z 1",, i i; 0.1680ACRES /. -, , �" � ........ \ 'i, , ----- ----- r > �.... �,; i. 1 _--- fC-3A DITCH EXIS77NG CONTOUR �, PARKING: 31 SFA UNITS - 62 OFF STREE PARKING SPACES REQUIRED + ZONING:R-S RESIDENTIAL 0.2390 ACRES .• _ { ZONING. R-6 RESIDENTIAL r E` ` `' MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE r, _ _ 11.13, 2708 PG. 619 1., , .°.,'� r,, i�' � ♦ PROPOSED CONTOUR co TOTAL PARKING PROVIDED: 62 OFF PARKING SPACES `�- r, I.B. 2229 PG. 297 (Q�.1,111111,111111­ ` i i I �m I DEPTH OF EC -3A DITCH 0 LJ ti ` -Uj t $ } a1-1 VDOT STANDARD STOP SIGNcvi 4 .., 1 k �A',3 ,..._ y -11 1 , N _ - f _ a ii i �' EG -2 DI TCH v GUEST SPACES. 1 SPACE PER 4 UNITS = 8 SPACES REQUIRED a5bA2-o4-oo-aosoo - _ _ . ,, , -_ _ ♦ _ FRANKLINS ALAN G ' fi - `'- - _r` v i PROPOSED SPOT ELEVA 71flN o PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 10 SPACES DEPTH OF EC -2 DITCH OR SHANNON C 4 ~- ' - `` - \ i� i _ �� �- j y: ,, - - -_: , f L OT � , i ` �i 0.1740 ACMES , 9 - `. a i 1 k 056A2 04 00..00400 . ..... ♦ i g PHASING. THIS PROPERTY SHALL $E DEVELOPED WITHIN 1 PHASE 4 1 i. i E Z BNIN . 2951 PRrJb REQ IDENT , . , .. ... ♦ , �' i I0!t 0 _ MOORE RICHARD 0 • CELS 1-31 EACH CONTAIN A BUILDING SITE THAT COMPLIES NTH HE ' `� - " 1 BUILDING SITES PAR <f� .; ,r OR oANA ry .. m �dP:,s ♦ � �a � v t..7 t �♦ 'a a . r, i , . ` 0.1990 ACRES - ; fa k : i : �,, N Q. y REQUIREMENTS OF SECTION 4,2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE , ) ;, h., , ; ". <i ♦ „x* Q a56A2-04-00-00900~` - ZONING: R-6 RESIDENTIAL "- ` L O r ♦ i _ s-0;. ; r< ,, (.,___._ $ r.:p>. i a "', .ate.;=::y :;;-Y. v T . ... _ >. vA i./ ,1 ". . .. . .. . . .. .. .... .. %i GOADHOIJSE, STEPHEN ` _ ( ; :F - - D.B. 3924 PG 271;. a �, t .: ♦ ii y i-- w BURIAL SITES° NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE i N N _": x.1760 ACRES t } t ,_ _ - ^ - __ -' "' k ie, ;, �', BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WJTN , , --�_ _\ W T>7 pT ♦ f STREAM ZONING R-6 RESIDENTIAL; ` ' i j ~� THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE '`' k '°t 11, "* - e-D.B. 3551 PG. 086 r r '7�► 056A2-04 00=00300 �-. ' ♦ %ii ;` t-„ a - OR SARA BETH 7 k _. ,�' gL,. / �.� - J NES BENJAMIN MARTIN $ , FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA `- _ '' „ r �" a a56A2-a4-o0-01000 s ° f;r 0.2120 ACRES o r �OTzS t .`�i TMP: 05600-00-00-05781 MAP 51003CO229D, DATED FEBRUARY 4, 2005. `.. , -'ROWALNHILL, JONATHAN-� ` t � s� 9• ZONING: R-6 RESIDENTIAL "„ k ,/ �,� ' L ] �, _. T z. OR ANDREA- :#."i Q� ;` # D.B. 4369 PG. 199 LQ L �,4..., i "t, E E. C I L � OWNER' DAILY SOUTH, L OPMENT.LU "~ T _ RETAINING WALLS NO RETAINING WALLS ARE PROPOSED WITH THE DEVEL 0.1750ACRES ,` f...,2't ; -.1 _ QT .r Zs � , � � s �� �;_ � ACR AG 9 32 AC may/ ZONING: R=6 RESIDENTIAL: (j� 4? r b i -` _ _ �` / 1� BNIPNG R 6 RE651 ENTIAL D. 4479 G. 396 'a ! ? �_ _ = .: 5 a - f k LANDSCAPING: STREET TREES ARE PROPOSED ALONG TNF NE1GH$ORHOOD STREETS JN P 87 wammm COUNTY LANDSCAPING REQUIREMENTS WiTNlld - ..' _ r,; ---- -'' kI— -11111 .. ,;, - ~zf ' ACCORDANCE W17N ALBEMARLE - - i +� f 056A2=a4 00-00200 y. r" 't % E - J . SECTON 32.7.9 OF THE COUNTY CODE. ,' 3 '' i BEASLEY, ALBA E'I } LQT k <-'."_ �� "i ° a56A2-04-o0-01100 ~~` ` - i € ;' OR PAMELA B 1.. :. / 1 . i - , _ . a ]�- n� t ;. ♦... TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. STRICKLAND,J JAMES ,fU �_ 0.2120ACRES , � <M = � :; � OR CARRIE T +:t ZONING: R-6 RESIDENTIAL ' `4,1 I OT i L9 �' ; 1.' Z ! f \, t 'tV X' ,, D.B. 2275 PG. 096 i.r� a.231a ACRES..:::.: :.. - , i - _- .. RE�+REA7iON AREA; PROPOSED 5 435 SF (0.12 AC) ,. p , - , C ZONING: R 6 RES ENTIAL .. .: _ - - - - .. , ` c O ID x r :: �} \ ." ti TOT LOT AREA SHALL INCLUDE THE FOLLOWING. r - 214 ,..:: D:B: 2250 PG. P i _. ,., L y.,,,. .-.m:. k ... ..: ...... ... Lop ----_ T-11 , ... , o o t i 0 FOUR SEATS:... ONE (1) SWING ( ) :..t::` LO CR ? o O 2 CLIMBERS - ` I ;' ;,, �`- - _ `..'_ '.. , ' T ONE (1) SLIDE WITH TWO ') .. _, --� : A' 28 ar; .. a5bA2-a4 0o aalao k e., Q 1 ' ONE (1 BUCKABOUT OR WHIRL m = '>. I I ...,,; f RF,q 1 `. N i yam. �.-a . , -f MACLEAN GERARD E t I\ ., ., . . w ..� ..... 1. 1 i .� C. L v TWO 2 BENCHES _ r ORAMYM .. , ._ . " . ,..' ;; i _ a O 17 �,:..... 3 , ... �� % 2 1 ACRES � ,� ..... ... � _ CL __ 0. 7 a . :. x7 IAJ, , P.NZONING: R-6 RESIDENTIAL : ' . • sw 0 0 OPEN SPACE 38 370 SF O,88 AC 4 _.._._._ . _ I T .,;..� OPEN SPACE STREAM BUFFER ( ) I( :xx c- s % __ i� Q p V%", D.B. 2865 PG_ 731 1 ­Ir 1 . J RECREA TION AREA OPEN SPACE: 5, 435 SF (0.12 AC) ry n. 4a 1 ? , J - N A(7 ;,� z: i� \ 0 'k 5TORMWA TER POND OPEN SPACE: 5, 615 SF (0,13 AC) -.. � � 4 J AQ � � 4, � � 1 LQ k . �' 00 i � I �h��� . I T m i OPEN SPA CE. 17, 300 SF (O.40 AC) _ 1 z_ v W - �``~ \ TOTAL OPEN SPACE- 66,720 SF (1.53 AC) u - �: � .: � �� � /� 11 1".1, 1� __ . Lp i 0 _ �'`� ! Tia IMPERVIOUS AREAS. ROADS 0.73 AC '= ,-, , LQ .. O 18 AC T �'' 'i w a f ,: k •' SIDEWALKS. S RI VE YS ''-z LLJ z `...... .... ..:..:.:.. ry ... L O5 BUILDING 1.72 AC =-z C5 --11 L i _ ._ -2 L r i `�-. L 1 W TOTAL: 2.6J AC k g _ r OTS 3 i "::.. O o. __ x T� W `� y , I " LOTS: 135 600 SF 3.11 AC k f PROPOSED USES LOQ<. - ,...,a _.. . :.. ..�. .;r.. .a T 2 ,F„ i i t ROADS (RfW). 58,580 SF (1.34 Ac) -� ,--- "~ ... .:: ♦ ' 1. f '- OPEN SPACE.' 17, 300 SF (0.40 AC) _ ` ' � [ �-11, LOT __ t ' � , ] i �,_ � �� � RECREATION AREA; 5,435 SF {'0.12 AC) `. w i ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON Si7F OR WININ EXISTING :.:. ..:_...... x _... `:1.1-1111-_1, ` k ........:: `'... a i ;`I LU v OFFSITE EASEMENT < < „ ., k , s 11 ! cIf o RIGHT-OF-WAY NO OFFSITE EASEMENTS ARE PROPOSED llrl'TH THIS DEVELOPMENT11 '� k �.. . . __....... . W ... {{ e.:. li i, - Y� r /t 7 f �: t f i 1 TMP: 05600-00-00-05782 U) = z .. ii OWNER: DAILY SOUTH, LLC - NOTES rn i °'j CD x --- __r_:° ] i ACREAGE: 11.72 AC co ..,. k "' RAL AND OR FORESTAL DISTRICT. N?po x ° '"4OT c��s� 1� .'1'i \. C) ZONING: R-6 RESIDENTIAL N 7F ;,, 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL 0 42,1`2 w -9 co Ji , D.B./PG.: 47871565 I ©s1111.1.1-1-1-. _„ 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED....._.....:.......... - 4 i�! �C \ 1 A i J, 1-11 ' St - A k !� �'s .1 i / � d ♦ N � 11111-1111-1 1. 3 ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.Im LQT �' U _j k j(D is TMP: 056A2 -01-00-072A0 mar : %. 1 30 cit t fir/ 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH OWNER: CLAUDIUS CROZET PARK, INC R U JI1S ���ri�. 1 ..• '\ ,�LU VDOT AND ALBEMARLE COUNTY STANDARDS. ACREAGE: 111,67 AC p zFT " L p j ] _ ZONING: RURAL '4Rk°�<�•.,::,. Tal 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, " • 0 GRAPHIC SCALE D.B.JPG.. 15361408 = �A:.: \ 0 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENTp ;11. f ]� PROPOSED 31 DWELLING UNITS =. 50 0 25 50 100 200 w>< „;.;,E;:, .:n ] ADT RATE - 5,86 VPD PER DU = 182 ADT (91 ENTER/91 EXIT) 1=. AM PEAK RATE - 0.44 VPH PER DU = 14 VPH (2 ENTER/12 EXIT)cn ' ' ] scl�L a �v PM PEAK RATE - 0,52 VPH PER DU = 16 VPH (11 ENTER/5 EXIT) 1 �� ' 50 r_ ( IN FEET )fi::,,..:,,: • ' ♦ (�] �,• � O 1 3 �Yw,111 i.%� ♦ ♦ JI IEL 1 N�. 9) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 1 inch = 50 ft- N52 02'18"W 30.65 1149° 19' S8"E 22A9' ,� U) . = -- ................ .......... NEX. ACSA SANITARY SEWER IIN 20'ACSA SANITARY ESMT ID.B. 1997, PG. 235 IIIII100'STREAM BUFFER I'7-, 7- tEX MH PSV OS -1 TMP:,- 056A2Nr04m00!7Q00A0 IIIOWNER, PARK IDE VILLA HOMEOWNERS IIIIASSOCIATION, INC tIAQ Ij �tAGE: 5.69 AC -LEX MH PSV 1 IZONIN: _R-6 RESIDENTIAL os-� D.B./PG.: ­­U051620\IIIIIIy mw 10*79, . . . . . . . . . . . ... . . . . . . . . . . . . . . . . N89* V itNO2'44'13"E 49.99r I7, 056A2-04�-00-00600 SCOTT, ANNE WATERMAN 0. 1820 ACRES ZO R-6 RESIDENTIAL D.B. 4427 PG''448 IIA 056A2-04,00-01700 - I_7� IIDENISE IMURRA II0.1760 ACRES ZONING: R-6 RESIDENTIAL II-D.B._2643 PG. 58 I':7 BECK, JUSTINCHARLES I-2-04-00-01600 056A2-04-00-00600 056A ORSARAH ANNE WITTE, KIMBERLY A ACRES 0.1$50 ACRES 0.2150 ZONING: R-6 RESIDENTIAL I7-\ ZOTjWQ R-6 RESIDENTIAL D.B. 3640 PG. 282 D.B. 88 PG. 046 I00*II0�;o -0 -00-005M SC KEITH A ROTHMAN,-BENJAMUNA It OR JENW-ER. J IOR,zERIN C. KMBY, PH __ ----41 6A2-04-00-00700- ■056A2-041,-00-01500 05 t OR SAR• AH C 0,1680 ACRES 0.1990 ACRES 0.2390-A6RES IR -6 RE ZONING: R-6 RESIDENTIAL ZONING'. SIDENTLAL I LAL ONING: R-6 RESIDENT D.B. 391� PG. 684 DIB 2708 PG. 619 I'EXISTING D.B.2229P&-2 7 CREEK III056A2-04-00-6,10(� `\ \\ ..._ E \ °� 056A2-04-00-008OU vmN I Nuruk, E JA IIFRANKLIN, ALAN G IOR KAREN A' OR SHANNON C I0.2270 ACREs0. 1740 ACRES MOO,W, RICHARD D B. 2838 P�'. 641 TMP: 056000 057131 D.B. 2952 PG. 115 Lu ZONING: R-6/RESIDENTIAL 056A2=04 40 ZONING:�R-6 RESIDENTIAL 0-00- OW`N,ER: SOUTH, LLC IOR IOANA 0. 1990 ACRES ACREAGE: 9�,AC I056A2-?.-00-01300 .! i I J, �! I NI T7 D f I I ZONING: R-6 RESIDENTIAL t056A2-04-00- D.B� 3 IIKASEN, SCO ooq(�o -6 RESIDENTIAL 0.1980ACRES -OR, pit�- R OR SARAH F GOADHOUSE, STEPHEN "4787/566- D.,B)PG.: 0.1760 ACP -6 RESIDENTIAL ES ZONING; R D.H.* 1 1 PG. 263 -6 RESIDENTIAL" ZONING: R 56A2-04-09700300 SLOPES__.,__. MENEM rf 3551 PP. 086 ONES, BENJAMIN MARTINI, OR SARA BETH A 0.2120 ACRES II056A2-04-00-01000 7.,- 056A2-04�:WmO1200. ZONING: R-6 IRESIDENTLkL OWANHILL, JONATHAN NGROTH, EMIL OR ELIZABETH F OR ANDREA. 4369 PG 199 BENCHMARK 6. 1750 ACRES 0.2170 ACRES 'EX ME PARKSIDEVM-1-14�,, ZONING: R-6 RESIDENTIAL ZONING: R-6 RESL RIM 640' 04 IU')\ TIAL D.B. 4479 PG. 396 D.B. 2533 PG, 177! PH I INV IN=633.7' (BEASLEY, ALBA'E 056A2-'04-00-0,0200 INV OUT=633.4' NIOR PAMELA B 056A2-04-bo-olloo III0.2120 ACRES ip L :STRICKLAND, JAMES KE j C\l ,ZONING: R-6 RESIDENTIAL OR CARRIE T _D.B. 2275 PG. 096 02310A CRES ZONING: R-6 RESIDENTIAL,`�: D.B. 2250 PG. 214 I IR tTIVIR )0560OL00- 0�057P3 iOO' STREAM B 0 20'SANITARY SEWER 056A2-64-00 00100 11 DAILY f MACLEAN, GERARE f / ; I EASEMENT OWNItR: SOUTH INVESTM�NTS, OR AMY LLC D.B. 1997, PG. 235 v IIZONIN( NG' ENTIAL 7S CREA9E: 5.04 AC I0.2710 ACRE 1140 I- R-WRESIDEN�� A D.B. 2865 PG. 731 ZONI R�6 RESOEN 'IAL -D.B./PG.: 4187/559, Au P�p,Gow row G'fljk 056A2-01 TMP: -00-07200 IOWNER: CLAUDIUS CROZET PARK, INC `7ACREAGE: 10., ' 3AC < RURAL L ZONING: ID.B.IPG.: 15361408 - - ----- ---- ITREE} LINE EXISTING 12" DI WATERLINE I20'WATERLINE IIEASEMENT RESEVED FOR FUTURE EXTENSION D.B. 1974, PG. 456 ul I.. . .. ...... ITM P: I05600-0d-00-0J7`B2 AREA RESERVED FOR JOW bA PUBLIC DEDICATION UPON ,NEW.\, ILY SOUTH, LLC IACREAGE!-, 11.72 AC DEMAND BY THE COUNTY D.B. 1974, PG. 456 I,ZONINb: k,,6'*tSIDENTIAL Iba/PG.:'� 4787/565,, 21 M Co IIEXISnNG CREEK NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4,2005.I2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS TMP:--,, 056A2-01-00-072AO BEEN FIELD VERIFIED IN MAY 2014. OWNER �CLAUDIUS CROZET PARK, -INC 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. ACREAGE: 1 1.0'AC THE MANAGED STEEP SLOPE IS LABELED. 2' 1 6"Vy 30 .65' 9' 19'54- N52 E ?2.09' 4 100' WPO STREAM BUFFER IS SHOWN. ZONING: RURALD.B./PG.: 1536/408LE • CRAPHIC"., SGA, I�,'TMP, 05600 0-00� 50 -0 .05560 0 2Ei.l 50 200 tih TY Of X6WNER: OOUN/ AlLbEMAk qo." IFINANCE AriDMINST Rg 149 ACREAGE: G(AC IIN FEET IZONING' R-4 RESIDE A NTI L 1,1 inch 50 ft D.B./PG.: 2397/431 if V uj 0 Lu z0 JOB NO. 112066 ISCALE'I= 501 o k: U) Lu U) < P U) z Lu j uuj ce Lu 00 vmN I Nuruk, E JA IIFRANKLIN, ALAN G IOR KAREN A' OR SHANNON C I0.2270 ACREs0. 1740 ACRES MOO,W, RICHARD D B. 2838 P�'. 641 TMP: 056000 057131 D.B. 2952 PG. 115 Lu ZONING: R-6/RESIDENTIAL 056A2=04 40 ZONING:�R-6 RESIDENTIAL 0-00- OW`N,ER: SOUTH, LLC IOR IOANA 0. 1990 ACRES ACREAGE: 9�,AC I056A2-?.-00-01300 .! i I J, �! I NI T7 D f I I ZONING: R-6 RESIDENTIAL t056A2-04-00- D.B� 3 IIKASEN, SCO ooq(�o -6 RESIDENTIAL 0.1980ACRES -OR, pit�- R OR SARAH F GOADHOUSE, STEPHEN "4787/566- D.,B)PG.: 0.1760 ACP -6 RESIDENTIAL ES ZONING; R D.H.* 1 1 PG. 263 -6 RESIDENTIAL" ZONING: R 56A2-04-09700300 SLOPES__.,__. MENEM rf 3551 PP. 086 ONES, BENJAMIN MARTINI, OR SARA BETH A 0.2120 ACRES II056A2-04-00-01000 7.,- 056A2-04�:WmO1200. ZONING: R-6 IRESIDENTLkL OWANHILL, JONATHAN NGROTH, EMIL OR ELIZABETH F OR ANDREA. 4369 PG 199 BENCHMARK 6. 1750 ACRES 0.2170 ACRES 'EX ME PARKSIDEVM-1-14�,, ZONING: R-6 RESIDENTIAL ZONING: R-6 RESL RIM 640' 04 IU')\ TIAL D.B. 4479 PG. 396 D.B. 2533 PG, 177! PH I INV IN=633.7' (BEASLEY, ALBA'E 056A2-'04-00-0,0200 INV OUT=633.4' NIOR PAMELA B 056A2-04-bo-olloo III0.2120 ACRES ip L :STRICKLAND, JAMES KE j C\l ,ZONING: R-6 RESIDENTIAL OR CARRIE T _D.B. 2275 PG. 096 02310A CRES ZONING: R-6 RESIDENTIAL,`�: D.B. 2250 PG. 214 I IR tTIVIR )0560OL00- 0�057P3 iOO' STREAM B 0 20'SANITARY SEWER 056A2-64-00 00100 11 DAILY f MACLEAN, GERARE f / ; I EASEMENT OWNItR: SOUTH INVESTM�NTS, OR AMY LLC D.B. 1997, PG. 235 v IIZONIN( NG' ENTIAL 7S CREA9E: 5.04 AC I0.2710 ACRE 1140 I- R-WRESIDEN�� A D.B. 2865 PG. 731 ZONI R�6 RESOEN 'IAL -D.B./PG.: 4187/559, Au P�p,Gow row G'fljk 056A2-01 TMP: -00-07200 IOWNER: CLAUDIUS CROZET PARK, INC `7ACREAGE: 10., ' 3AC < RURAL L ZONING: ID.B.IPG.: 15361408 - - ----- ---- ITREE} LINE EXISTING 12" DI WATERLINE I20'WATERLINE IIEASEMENT RESEVED FOR FUTURE EXTENSION D.B. 1974, PG. 456 ul I.. . .. ...... ITM P: I05600-0d-00-0J7`B2 AREA RESERVED FOR JOW bA PUBLIC DEDICATION UPON ,NEW.\, ILY SOUTH, LLC IACREAGE!-, 11.72 AC DEMAND BY THE COUNTY D.B. 1974, PG. 456 I,ZONINb: k,,6'*tSIDENTIAL Iba/PG.:'� 4787/565,, 21 M Co IIEXISnNG CREEK NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4,2005.I2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS TMP:--,, 056A2-01-00-072AO BEEN FIELD VERIFIED IN MAY 2014. OWNER �CLAUDIUS CROZET PARK, -INC 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. ACREAGE: 1 1.0'AC THE MANAGED STEEP SLOPE IS LABELED. 2' 1 6"Vy 30 .65' 9' 19'54- N52 E ?2.09' 4 100' WPO STREAM BUFFER IS SHOWN. ZONING: RURALD.B./PG.: 1536/408LE • CRAPHIC"., SGA, I�,'TMP, 05600 0-00� 50 -0 .05560 0 2Ei.l 50 200 tih TY Of X6WNER: OOUN/ AlLbEMAk qo." IFINANCE AriDMINST Rg 149 ACREAGE: G(AC IIN FEET IZONING' R-4 RESIDE A NTI L 1,1 inch 50 ft D.B./PG.: 2397/431 if V uj 0 Lu JOB NO. 112066 ISCALE'I= 501 z LI -1 v] z __j 0 O O Cn C 0 0 0 rn O tJ 0 E 0 jo O O 73 0 C: fn _v 0 75 -0 0 4. 0 C Cs ca CD z bi V) z 0 CS0 CL O CL Z5 U X tn 0 (n CL . .. . .... EXISTING STREAM IX EXISTING 8" EXISTING iod F ,SANITARY SEWER F—CTDCARA 01 0 LOT NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 am gn INDIGO ROAD 401 PUBLIC R/W '777�. 1� P. 29, t. 20'� --E/ TIE-IN TO EXISTING WATERLINE N700 42' 11 W 550.65' C L A U D I U S_ CROZET PARK PROPOSED FIRE HYDRANTASSEMBLY GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch - 30 ft, rq M 19 0 6 k� ,6o 6'5 120 0 TH oil SCOTT R. COLUNS� No. 35791 'QNAI, U) zo 0 t 2 U CIO Lo uj 0 _j tn Z 4c 2E w z > Lu ce :XxX 00.%Y' App— Lij Ld Z CD Z Ld u) z _j _j 0 0 0 iU O C7 Osn 0 O 0 .2 0 0 0 0 O 0 C CLcU 0 Lu P-1 0 0_ 7, U) ce- 10 -0 < ZI z Q -0 0 uiL 0 Lu 0 0- (D 0 > W U) 0 < z a- 0 Lm UJ E _0 V)ti (D F— z cr� Ld Lij 0 z 0 LL z _j —0 a) CL 0 0- 0 X E 0 uj -0 Lu JOB NO. 0 112066 SCALE =30 SHEET NO. 3 him sa, u z w to z J J O t3 O C al N C a U C aJ L ul ul CL a) -F� 0 s a' c v 01 0 v L lz U O l7 C v =o O v to c 0 U O aJ O C Q) V C ai m O W LU Q L a) O O L 73 ❑_ C 0 L O v- "O a) a) D y� C T�7 z q ■ < L W /� D ce CL O CL Lu 0- 0 _ C 0 o s i ■ ■ v U O 0 L ■ L D z _ O E C O 0 Ld w w z C.D Z U— w Z_ J J O -0 D ED 0 D CL N V7 7 x N LU N a) O N C N U O W Z7 0 w a7 f1 U) O U 30B NO. a°, 112066 o C SCALE O 1„ ' 30° C 4 a SHEET NO. as N 4 °' F-- GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE' DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS 1N ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 774E ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED MTH THE TEST RESULTS FOR APPROVAL. OR TO ACCEPTANCE BY RETAINED WI E PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRI J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE INTIMI THIN 774 P THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END 7REA7M£NTS WILL 8E FIELD VERIFIED A T THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCAT70NS 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 R WIDTHS S BE INCREASED TO SEVEN 7 FEET: L AND ROADWAY SHOULDER HALL TO THE FACE OF GUARDRAIL, ( ) 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL 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. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WID7N, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SECT70N 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 W774 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 774E ROAD PROFILES. SEWS RTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY E UIRED FOR ALL STORM RS AND CULVERTS DEO CAMERA INSPECTION /S R 13 A VI Q INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE W177-1 VDOPS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT: ROAD NOTES GRADING: 1. THE LATEST ED177ON OF 774E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 774IS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY NDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR 774E ENTRE EASEMENT. 0774ER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA TON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE -CONSTRUCTION OF THE SUBGRADE. DRAINAGE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI7H A MINIMUM COVER OF ONE (1) FOOT. 2. .STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE: J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE K17H THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATI0NS UNLESS 07HERMSE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR 111 PRIOR TO PLACING AGGREGATE BASE 4- THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77 -IAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 774E INS TALLA 77ON OF THE AGGREGA7E BASE. IN 774E EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING 1. PRIOR TO ANY COLI TION , CONNECTION TO ANY ROA A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANS TIO (VDOT). EXISTING D, PORTA N (VDO) THIS PLA AS DRA WN MA Y NO T ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES N Q OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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, 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 THE COUNTY DESIGNEE, DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ENGINEER, OR G I T IS G C 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA TON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITYTESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED, v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii- FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. NOTE. • PROPOSED LANDSCAPING TO i UTILIZE- OUTER 3' OF PLAN77NG STRIP i R� PER ,3` CLEAR ZONE REQUIREMENT CIL R/IV CG -6 ,CG -6 _ 5' WIDE CONCRETE 3° CURB & GUTTER POINT OF CURB & GUTTER 3' 5' WIDE CLEAR ZONE CONCRETE 7F -E -Al -ST I FiNlSFINISHED GRADE CLEAR ZONE SIDEWALK 3:1 _ - SIDEWALK I I EX15T. GROUND _ 2' X 2X SURFACE 2% 3 2Z I E -XI -ST. GRC,)II/N - - 3) i 6' PLANTING ,:: + 6' PLAN77NG _ S4' WOT 21A 7TONE BASE STRIP T STRIP 4" LOOT 21A _ S70W SUBBASE SgTqM�STONE BASE EXIST. GROUND 1 0 5 S RASE 2 5 S 5 1 0 EXIST. GROUND l0' 10' (TRAVEL LANE) (TRAVEL LANE) ~� M r; X� `roro Lpr tor,,T 1 �M z z i L � 0 '" 1 LOrs ro roro k. ON4 e` Lor > 1 � or - Lars r Tar�6 �/ L°rs r ar�H = 1 J 0 ;. r 3 t. t• I S j ��-' �;.�_ ;K'R�}y s'"°`+' -.,� ;ti � Ori • Lar: L Y'. j i - -t 4 tor or GLOr� O T LOr=s Lprz °`. 1 s l r� r, TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 31 SINGLE FAMILY ATTACHED UNITS (INCLUDES FUTURE) - CODE 230 ADT: 182 VPD (91 ENTER/ 91 EXIT) AM PEAK: 14 VPH (2 ENTER/ 16 EXIT) PM PEAK: 16 VPH (11 ENTER/ 5 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design Ili- 1,9 Location ADT KNOT Design ADT CBR ' SSV Dr Surface h a Base b a Suh-base h a EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD Crin-Lson Street 129 0 129 5 5 7.3d� S. -9.5 1.5 2.?5 BM -25 3 ?.15 ? 1B SPECIAL DESIGN SECTION FCR APPROVAL. 0.6 13.13 Indigo Rand 1 2 0 192 5 5 IF RAMP FLOOR IS PRECAST HOLE'S MUST BE PROVIDED THAT ADJ;O"NG FLARED 51D' S CAN BE CAST IN PLACE AFTER PLACEMENT OF SM -9,5 1:5 2.25 BM -25 3 2,15 21 B 5 0.6 13.13 Notes Contractor to bare any existing pavement Dein utilized an i C(7M?r�i�lat� ��itf" �v��►O'i on u grades to ge0?netric design standards to ensure the above specifications are nict and are in acro plan :e with their standards. 24' FIC -FIC 1I 49' TOP Rlw OF X49' �p '� 2" Il �'Y�ICA'� �'IGHBO�tIDI�D ST.RLyA''?' .5.�'CTI01V .�',/>�� CURB 4 CWAOSON S'TR&TL'T & INDIGO ROAD (.4LL R'iBLIC ALMPS) •d .d '. d OS-S.SAR ",y,'PrATZ4L & AirMAID LrSr SIf MVISION STRXff MSIGN SPffrD,• 25 &PAr 6 ON STRt>:' T M&P-OLFT PARIP M ONLY 1'. 1' --1- *NOTE, RIGHT -0/7- WAY INDICATES IN AREAS W17H BUMP -OUT PARKING Z d d A d d _ 4 d d d d 41 A A• o d 4 d 6" TRAFFIC, ?REFER TO STAA£DAIRD CC -13. COMMERCIAL ENTRANCE (HEAVY 4 AT � - TRUCK TRAfF]CI FOR CONCRETE DEPTH. 2°' iAVEME THAti �-� EDGE of 1=AVEMEI;r 10, WHEN CURET RAMPS ARE USED IN CONA4AICTION WITH A SHARED USE PATH, AT ;KX SAME. AS TOP OF CURB THE MR I H -H PATH. TM SHALL BE THE WADI OF THE SHARED USE NIM/J'MI WIDTH It WHEN ONLY [774€ CURD RAMRp IS IFROVIPSEO FOR TWO CROSSINGS (DI,M3't7NNTY.?, �. -C A 4' x 4' IsAhtl NO AREA SHki OE PROVIDED TO UANEPMER A OEM CHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAAY. THIS 4'x 41 LANDING AREA MAY INCLUDE THE CUTTER PAN. TRUNCATED OUME 12, ALL CSS WHERE CLjR9 RAMPS INTERSECT A RADIAN, SECTION OF CTr"_'g.4" C -C CURE AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --� - - WARNING SLEFACE SHALL HAVE A F'ACTOR'Y RADJUS OR HE FIELD - 0 9 0 4 0 9 i -NOAeOLD AS RECOMMENDED UR71E MAdAAPR R TOMA T GH THE OAOX OF C4M:E3, ° � . �' el+ 4 4 P 'q 0 0 0 0 0 +? 4 4- �A is " 00040 004004 4 � LAAI33NC A RAMP U 4 4 TJ 47 4 C7 4 {7 4 L3 U G 4 9 9 � a ...) ... :� 4 4 9 4 4 0 0 0 0 0 0 0 0 0 4- C4 0 0 0 0 4 0 '0 0 0 0 0 0 0 0 0 ,0 4 4 4 4 0 0 0 4 0 4 0 0 0 0 AT RAX LEE COC RM TNG { AT BACK GRP t O V 1. a" VARIABLE E-%9 L WIDTH OF RAMIE FLO4R 9 SEE NOTE 12.---`, LILT 11 PAY LMdkTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETNL DETAIL XV'S CC -12 DETECTABLE WARNING SURFACE SPERE REFERENCE ATION LOAFS AND BADGE STANDARDS SHEET 1OF s 1 REVISK% DAT€ (GENERAL ;NOTES) TDs 07115 VIRONA DEPARTIVENT OF TRANSPORTATION 562 2D3,05 STANDARD CG -6 CURB & GU TTER NO SCALE 7„ VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE -ND TH) .D» /-/IA1f' "",- 4" 21-A STONE BASE CONCRETE .SIDEWALK NO SCALE 0aTExTE TR EFABRIC (OVERLAP TOS" PAVTD SHOUDFfi C 12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING - � CRUSHING STRENGTH TYRE OF PIPE GRADIED DRAINAGE PAVEMENT -. HYDRAULIC CEMENT SIDEWALK (DEPTH E-•8 INCHES. AREA IN SOUPRE YARR= NOTES* GENERAL. NOTES* WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) #TECTARLE WARNING SURFACE CA.R€A IN SQUARE YARDS) U THE DETECTABLE: WARNING SHALL BE MOVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD y GLASS MEETING I ORADAr.TION REQUIREMENT, BE SUMMMRED FOR EACH CURS CLOT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR SI WA DETECTABLE WAA*M'9G SUFACES. PRODUCTS NOT LISTED SHALL MEET -K -RAMP 121 MAX 48=1 MAX SM004H WALL POG .1Db THE RFQVARFIJFNTS. €9E- THE SPEC04- PROVISION, FOR CC --12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SMOOTH WALL PE 70 mwXx I. ERp1YAJM5 SHALT,. BE CENTERED UNDER CURB Ai#J DOTTER. SPECIAL DESIGN SECTION FCR APPROVAL. abTAXILIEOMNIE?NWC 3. SLOPING WFS OF CURB RAMP MAY BE POURED i+ ONOLTI'MCALLY WITH RAMP 11 OPEN ADE6 I'AVEAE'N? s --' b= FLOOR OR BY 1JENG PERMISSIBLE CONSTRUCTION JOINT WITH REOLIIRES BARS. FOR DOWEL BARS SO 8 4, IF RAMP FLOOR IS PRECAST HOLE'S MUST BE PROVIDED THAT ADJ;O"NG FLARED 51D' S CAN BE CAST IN PLACE AFTER PLACEMENT OF - 'Ai 5 1d AX SUB QRAGE PIPE PRECAST RAMIE FLOOR- PRECAST CUNCRETE SHALL DE CLASS A-4, TYPE A 5, REQLMED BARS ARE TO BE NO, 5 X 8" PLACED 11 CENTER TO CENTER ALONG PERPENDICULAR 13r .A EC!4TE. IFS A4GRELATE Ok C D' BOTH SIDES OF THE' RAM° FLOOR. MIO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE. COVER 9'/z'•. 3..` 6. CURB 1 CURB AND GUTTER SLOPE TRANSITIONS ADJA4SI TO CURB RAMPS 11 (FOR USE WITH STAMLIZED OPEW-GRADED 'DRAINAGE LAYER) ARE INCLU'lX0 A PAYMENT FOR, CURB / CURB ME QUITER. 5'F+IlI 7. (GARB RAMPS ARE TO I.00ATER7 AS SHOWN ON THE PLANS OR AS DIRECTED PAVEMENT NOTES; BY THE ENG]WrR. TWY ARE T4 BE PROVIDED AT IITrRSECTICNS WHrArVER SIS OF F3.1,111TEA1, PIKE CLLVERT (SPAN x R2iES AN ACCESSIBLE ROUTE WITHIN THE RICHT OF WAY OF A HIGHWAY FACILITY•""'. R AII�I IN GORE E A,RE n. Wt'EN THE LONZITa OR& PI'E CONNECTS DIIECTL"Y INTO A DRANA-E STRUCTURE. . b.iDROP CROSSES A "S REGARDLESS OF WHETHER SIDEWALK 15 ESt1STI8C, PROPOSED, INLET, MMHOLE, ECT:?, NON--P.EMR'•iiRATED OUTLET PIPE: ARE NIST REQUIRED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOELO NOT - TYLE B ABOVE INVERT ELEVATICK4 OF RECOVING DRAINAGE DITCH OR STTRUCTLIRE, BE;LGCATEO BEHIND VEHICLE STOP LINES, EKISTNAIC LIGHT POLES.FIE PAFRALLEL. HYDRANTS, DROP INLET -5> ETC. ACCESSIBLE ROUTES PROM A 0041INUOUS UNOBSTRUCTED, STABLE, FRRM AND SLIP RESISTANT PATH CONNECTING ALL - 6. {OUTLET PIPES ARE TD BE INSTALLED ON 2% MIN. C3 K DESIRASLE) GRADE AMT) PERFO RATF4D ENTRAIiC E UNPAVED SPACE ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED.ENTERED PIPE $. STUT7T.,.T E TO K `$ C HELY 00NNECTED TO EW -T2 OTHE pRAINAOL TED TRENCH WITH PEWR6RSRAJN ' A RfGATE PIPE AND USED 13Y rPEDESTR3ANS, I'", H. RAMPS MAY BE PLACED ON RADIAL OR IMsBGENTIAL SECTION'S PROVIDED THAI UWTT PDR ORATETIU E.iTCRANCE,. MtJt . NE ROADWAY THE CURB OPENING IS PLACED W{ITH1N THE LIMIT'S OF THE CROSSWALK AND THAT THE SLOPE AT THE CO NNECTION Or THE CURB OPENING' .r5 12'5 MAS( rp 3mi_ �^ LIMITED TO NO MORE THAN T-0" TO PERFA'T CAMERA W45PECTIPM OF THE MAIN LINE k GLITTER PERPENDICULAR TO THE CURS. .5, 0 XX 3:C 9, TYPICAL CONCAET£ 51VEWALK 15 4" THCx. WHEN THE ENTRANCE RACKMNOI II WILL BE NGNt-PERPORATER PIPE. 1 0, IN SITUATIONS WHEN F ILL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK. BE MAINTAINED LIAR CURB AND GUTTER, NO. 218 AGGREGATE SHALL BE USED TRAFFIC, ?REFER TO STAA£DAIRD CC -13. COMMERCIAL ENTRANCE (HEAVY 4 AT � - TRUCK TRAfF]CI FOR CONCRETE DEPTH. 2°' iAVEME THAti �-� EDGE of 1=AVEMEI;r 10, WHEN CURET RAMPS ARE USED IN CONA4AICTION WITH A SHARED USE PATH, AT ;KX SAME. AS TOP OF CURB THE MR I H -H PATH. TM SHALL BE THE WADI OF THE SHARED USE NIM/J'MI WIDTH It WHEN ONLY [774€ CURD RAMRp IS IFROVIPSEO FOR TWO CROSSINGS (DI,M3't7NNTY.?, �. -C A 4' x 4' IsAhtl NO AREA SHki OE PROVIDED TO UANEPMER A OEM CHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAAY. THIS 4'x 41 LANDING AREA MAY INCLUDE THE CUTTER PAN. TRUNCATED OUME 12, ALL CSS WHERE CLjR9 RAMPS INTERSECT A RADIAN, SECTION OF CTr"_'g.4" C -C CURE AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --� - - WARNING SLEFACE SHALL HAVE A F'ACTOR'Y RADJUS OR HE FIELD - 0 9 0 4 0 9 i -NOAeOLD AS RECOMMENDED UR71E MAdAAPR R TOMA T GH THE OAOX OF C4M:E3, ° � . �' el+ 4 4 P 'q 0 0 0 0 0 +? 4 4- �A is " 00040 004004 4 � LAAI33NC A RAMP U 4 4 TJ 47 4 C7 4 {7 4 L3 U G 4 9 9 � a ...) ... :� 4 4 9 4 4 0 0 0 0 0 0 0 0 0 4- C4 0 0 0 0 4 0 '0 0 0 0 0 0 0 0 0 ,0 4 4 4 4 0 0 0 4 0 4 0 0 0 0 AT RAX LEE COC RM TNG { AT BACK GRP t O V 1. a" VARIABLE E-%9 L WIDTH OF RAMIE FLO4R 9 SEE NOTE 12.---`, LILT 11 PAY LMdkTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETNL DETAIL XV'S CC -12 DETECTABLE WARNING SURFACE SPERE REFERENCE ATION LOAFS AND BADGE STANDARDS SHEET 1OF s 1 REVISK% DAT€ (GENERAL ;NOTES) TDs 07115 VIRONA DEPARTIVENT OF TRANSPORTATION 562 2D3,05 STANDARD CG -6 CURB & GU TTER NO SCALE 7„ VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE -ND TH) .D» /-/IA1f' "",- 4" 21-A STONE BASE CONCRETE .SIDEWALK NO SCALE 0aTExTE TR EFABRIC (OVERLAP TOS" PAVTD SHOUDFfi LOI.OTUDINAL PERFORATED PIPE UD STABILIZED OPEN N0.218 AGGREGATE � CRUSHING STRENGTH TYRE OF PIPE GRADIED DRAINAGE PAVEMENT -. 4" NOM, DIAMTER LAYFRjCWA.T r r - .. SkIBC:rd'.AL SASE LAYS s u PIPE SMOOTH WALL PVC ,LOSS . Sx16CRADE s r' OUTLET PBE CORICt1fiATrr PE AA MTO M$253 E NOTE 1. _ 0:57 AGGREGATEj MB AGGREGATE OR ,RH%ED y GLASS MEETING I ORADAr.TION REQUIREMENT, NON -PERFORATED OUTLET PIPE FOR USE UNDER' COMMERCIAL ENTRANCES AND FOR OUTLETS -�(ED:eE ( P VL -O SRGUILDERd TYPE OF PN?E�����CRUSHING STRENGTHSTREAGTI� XW,T. 4' NOM. DIAAMETER PAVED SHOULDER SECTION SM004H WALL POG .1Db (FOR USE WITH STAE31LIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 mwXx I. ERp1YAJM5 SHALT,. BE CENTERED UNDER CURB Ai#J DOTTER. }F IIIALL. THKWCSS 4.1hE5 - MCWS abTAXILIEOMNIE?NWC XXX TESTED CQPRPINP 70 ASTM D-24* AT 52 Dgf`6 W N, CO'VE'RLAA 1'-0" AT TON? i 211W^. APE OPEN ADE6 I'AVEAE'N? s --' b= Y SHMA-WR _. DRAarACE LAxER SEE NOTE 2 NON -PE ° ATED aUM�AM I AYE„R Y -TLET MAN LINE PAVENCHT' Y CtANECCTtO t SUB QRAGE PIPE -£P }qw.. -®_•• •J - - - --- .. SEE NOTE 'I "'` i' -U.. ``',..-ES EW=t _ $T T7, VD -4 13r .A EC!4TE. IFS A4GRELATE Ok C D' E"It-u CLASS MEETING *a GRADATION REQUIREMENT. CURB AND GUTTED SECTION 11 (FOR USE WITH STAMLIZED OPEW-GRADED 'DRAINAGE LAYER) DrL(�TM (� I I PAVEMENT NOTES; E155 SIS OF F3.1,111TEA1, PIKE CLLVERT (SPAN x R2iES 9' M1NIMLW PROVIDED ATTAINING MINIMUM 4" OF AGGREGATE ON TOP OF PIPE 1. E R AII�I IN GORE E A,RE n. Wt'EN THE LONZITa OR& PI'E CONNECTS DIIECTL"Y INTO A DRANA-E STRUCTURE. . b.iDROP .. .. INLET, MMHOLE, ECT:?, NON--P.EMR'•iiRATED OUTLET PIPE: ARE NIST REQUIRED, 3. NVERT ELEVATIOM AT OUTLET END OF OUTLET PIPE TO 19E A WWUJA OF 1`-0" A 01-8" D' -B' O'-9- 4'-11° T -W T -W ABOVE INVERT ELEVATICK4 OF RECOVING DRAINAGE DITCH OR STTRUCTLIRE, O'-8" 0'-9" 0'-171 7-11' 01-11" T -MY P -1i" 4. ALL COI CTIDNS (ELBOWS,'WYES. ETC,S WITHIN PAY LAITS FOR OUTLET PIPE ASE TO BE OF THE SANE CRUSHING STRENGTH AS THE OUTLET PIPE, 4`d4RATRCIAL SIDEWALK OR 6. {OUTLET PIPES ARE TD BE INSTALLED ON 2% MIN. C3 K DESIRASLE) GRADE AMT) PERFO RATF4D ENTRAIiC E UNPAVED SPACE LdOCATEI.3 EVERY 350'MAOdIAII,# OR AS MOTETS ON PLANS. 1HXRDRAIN PIPE $. STUT7T.,.T E TO K `$ C HELY 00NNECTED TO EW -T2 OTHE pRAINAOL TED TRENCH WITH PEWR6RSRAJN ' A RfGATE PIPE 1-2' r -T, 'P'r p-8'" •.-P, 4-110" r -Ir I'", T. Na11-PEIRFORATED' PIPE' SHALL BE ED LIMN SUE- C 11-4 1'7' i"-9" 2"-2"' 21-6" 2.9" UWTT PDR ORATETIU E.iTCRANCE,. MtJt . NE ROADWAY 8, THE LENGTH OF PIPE BETWEEN THE WYE 000,1NECTIsN ASS THE EW -12 SHALL BE ST'D, CURB, w LIMITED TO NO MORE THAN T-0" TO PERFA'T CAMERA W45PECTIPM OF THE MAIN LINE k GLITTER L#45ERDFRAM BETWEEn THE Uk4TS OF1-._ST'D, IN EITHER DAECTOt. COMRQ& ENTRANCE .RETURNS 14 .Q METTER T-2` P-7" r -i0" 211Fi„ 2-3' 2' -Fr" Z-8' II WILL BE NGNt-PERPORATER PIPE. 1 0, IN SITUATIONS WHEN F ILL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED LIAR CURB AND GUTTER, NO. 218 AGGREGATE SHALL BE USED UNDER C'i,M AND GUTTER. NO, 21 B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED GFEN^ORADED IF V_Ir Or -Aa 01.91, 7-9" W-9, V -g" MATERIAL LAYER AND CURB AM GUTTER. PE(WiCATiGn H 2'-10' '. 313'r 3-7" ', TT -V 4'-9' 4'-2" 4'-5' REFERENCE STANDARD PAVEMENT EDGEDPAlN ROAD *0 81kStA9Ci7A9DS L 240 1A" -IT' ?tEV15WjN DATE SHEET 2 81k''° a 5D1 VITG A. DEPARTMENT Of TRAMSPORTAT'iON 1' -TM' 2*_6` T -V! Y-2" 3'-6" 31 -VI 4' Ta 41„Sa 1G`S,4T - 701 9 P°_211t" O1°-Mv A' -z" 9"', P°"1V2°° SM -9.5A SURFACE COURSE�' 111111111111111111111111111111111111111111 2_2,A INTERMEDIATE COURSE COMPACTED ' w SHAPE T4 BE BEVEIM _ _ - _ T _ _ _.. I N M9TH "TAR e s e I DO NOT BEVEL #WERT- c 16"ASE COURSE, VDOT #21A y #.R #21B DEPENDING ON JL11MATE TRAFFIC LIMITS I � AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING ROADS NO SCALE TH p, 0 SCOTT R. COLLINS!2, U No. 35791 1-6 10* Z .S flNALt�o LL z I A 2_2,A S X ' w SHAPE T4 BE BEVEIM _ _ - _ T _ _ _.. I N M9TH "TAR e s e I DO NOT BEVEL #WERT- c z y _ �.. I � INOTES-* i. °TP MAY f5E RE CEI} LTNTML "X' FfEACM£S A Midi,L"" OF 4" iWHIERE ENIIWALL WOMAO PMR T C A80WE STi(}ULOETM LIME. IN NO CASE SHALL TOP" OF EWWALL 3 4EWEL ET)GE IS fEIDUfREO ON TTi FEAiTWAC AT THE T END OF C1A.VEIRT (MWF4±',YsE TOW FLOTA LH7 TOE CMA VERT7. THE PROJEOT ABOVE FAS. SLOT DIT( t PE, Si.OP'E. #d 0 U TM ITEM MAY BE PRECAST OR CAST N PLACE., 7. kEAOYAALL AT THE OLITLE'T END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 3, AL1 CAST N PLACE OON TE TO FE CLASS Al FOR FRLCAST SEE 'SHI ET kli .O? 4. THS STANDARD TO BE USM WITH BTRAIQTT 5 ADD ALT. 9XEWS UP TO 46'1. 8.ON SHALLOW FUS WW -IE ENOWALLS ARE V OR LESS BELOWSHOUL M OF OP BAITW TS, OMWALL SHALL BE CO WTRUICTEP PAR&LM TO THE AjHE S. %" OMMAi1FER MAY BE PPM YOM ON ALL EDGES AT MANilFACTURER'S OPTYO C 5. HEADWALL TO BE OEVELEO N ALL AREAS EXCEPT WHERE A COW= WITH INVERT ON, M"4wA'ILS 0= 0. U EW=t _ E"It-u END'WALL FOR CIRCULAR PIPE ENIDW,ALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT SIS OF F3.1,111TEA1, PIKE CLLVERT (SPAN x R2iES 12 15" IS- 210 24- 37"� 8R 30" "I OR 3V 23"x'14" 30"xi9" 34"x22" 38'x24* 42'1x27°' 4&'r1s29' 49"x32'"..53n1�3+4" W A 01-8" D' -B' O'-9- 4'-11° T -W T -W A O'-8" 0'-9" 0'-171 7-11' 01-11" T -MY P -1i" T -W 13 01 -TI" 1'-f' 1'_3" 'P_V, 1-9- 3'-D°+ 8 1-2' r -T, 'P'r p-8'" •.-P, 4-110" r -Ir I'", C 11-4 1'7' i"-9" 2"-2"' 21-6" 2.9" C 1'-8» P -rt" ', 2''1" 2+4,r 2'-g+ 2•,,7,. 2"-8« 2"-d"' w 00 O 1°-R' t-3" V -I15 3 e'• 3'-0" 0 T-2` P-7" r -i0" 211Fi„ 2-3' 2' -Fr" Z-8' 21-W IF IY-8" O' -H' 0-3 Or -r 01-91 pr.B„ IF V_Ir Or -Aa 01.91, 7-9" W-9, V -g" O`-9^ H 2 r Z -T1" 3'-2' 3'-9- 4'-3" 4'-9' H 2'-10' '. 313'r 3-7" ', TT -V 4'-9' 4'-2" 4'-5' 4-7- L 41-0" 51 B' -O" 8'-0' 10r -O' 121-0" L 6A-9" 7"-2" 8'-$" ®r-2. V__2„ 101 -it" 1T_r 1A" -IT' 0'=2' 01-2ye 'O'-3VlV 0''^" S 1' -TM' 2*_6` T -V! Y-2" 3'-6" 31 -VI 4' Ta 41„Sa 0r -2i%' Br -3r 9 P°_211t" O1°-Mv A' -z" 9"', P°"1V2°° CHIC YARDS OF COkCRETE b 7-2`° 0--2V1I°" U"-3 4> 0'-3" '0'-Yh' CI`-3�4" O.1• D-4 'I" CSC YARDS OF CONCRETE CGMIG• P'PE U1,1 1 0.#P2 1 0497 1.319 I 2.OP 2.947 CAL PIPE 9.237 0.52.1 10.739 1.398 2.198 9.145 CONC.PFE 1 0.102 O.M 1 1.238 t 1.5W 1 168t1 7 XT1 7.372 2 Bt11 STPECFIGMTfON STANDARD ENDWALL FOR PIPE CULVERTS 1 12"-36" CRCM 4R MD 23"x14" -53"x34" EL LIP11CALr PIPES 302 ViMMA OEA'ARTMAI.7MT OF TR*(SPORTATION 231.111 TH p, 0 SCOTT R. COLLINS!2, U No. 35791 1-6 10* Z .S flNALt�o LL z ■ ruj1 T Z w U) Z J J CI c� 0 0 U C 3 W v L CI X 0 0 3 Cn c 6 0 U Cn C 0 S` En 0 6 a U En 0 U 0 a� E 0 c t7 L CLG 0 LU o g F m 1-1 0 0 CIL CL y, c li. O a) 4 C to LU jf fj�J a CL c I � o > L.0 0 LU 06U Ld -17 0 F_ �D CL 0 Q ZO T C3 0 Z W LTJ z Z U) U) Z J J Q 0 y � > ami./. -s.+ s_ N 0 O i Q 0 �m LLJ LLJ 0 x 47 U RD 0 m C fl7 L) b U O LU a a. (A � JOB NO. rn 0 Ul 112066 a SCALE o AS NOTED SHEET NO. 5 N Z z 0 U 03w U J z H W LU ac w 00 ■ ruj1 T Z w U) Z J J CI c� 0 0 U C 3 W v L CI X 0 0 3 Cn c 6 0 U Cn C 0 S` En 0 6 a U En 0 U 0 a� E 0 c t7 L CLG 0 LU o g F m 1-1 0 0 CIL CL y, c li. O a) 4 C to LU jf fj�J a CL c I � o > L.0 0 LU 06U Ld -17 0 F_ �D CL 0 Q ZO T C3 0 Z W LTJ z Z U) U) Z J J Q 0 y � > ami./. -s.+ s_ N 0 O i Q 0 �m LLJ LLJ 0 x 47 U RD 0 m C fl7 L) b U O LU a a. (A � JOB NO. rn 0 Ul 112066 a SCALE o AS NOTED SHEET NO. 5 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ..... . N . . . . . . . . . . . . . . . . . . . . . 4j General Construction notes for Stormwater Management Plans . . . .. . . . . . . . . ... . . . .............. ................... ....... . .... 7. ... . . . . . ... X 3.. All dams and constructed fill to be within 95% of maximum dry density and 2% of I 7 ............... 'A' A, optimum moisture content. All fill material to be approved by a geotechnical engineer. A 'k lb./ jZ N", geotechnical engineer is to be present during construction of dams. �% , , I 'r _1 I ........ .. 2. Pipe and riserjoints are to be watertight within stormwater Management facilities. . . . . . . . . . . . . . . . . . .. 3. For temporary sediment traps or basinswhich areto be converted to permanent ........ ----- --- ............ < stormwater management facilities; conversion is not to take place until the site is stabilized, N and permission has been obtained from the County erosion control inspector. N Z", ill.. f .......... 7 F 7-. ...... ... ... .... 57 .......... ............ . . . . . . . . . . ........ E- -DRIVE. ............... ----- ----- .......... . ........... . ....... ... ... ..... ....... .... -N, ............ — . ... . " �tl `7 N sl� Y FOOTHILLS CROSSING 11 f CURRENTLY UNDER REVI Z EW FORAPPROVAL . ..... . L -EGAL LIMITS N Q:� V, # f .2 . ...... ... . . ,,:7: n7!1771'7 Q." 7 `y . . . . . . . . .. ... . --ALL- j EN FERENT­'5,E7 F A - ........... �l -- -------- - ...... ....... r, � ........ ........ .......... ...... L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T'4 t j % . . . . . . . . j 11L d '7 ------------- J -4 58 OFPROTECTED OPE N`§PACE T 0 . ..... ... . �Ai�EASEMENT ? BE ENCOMPASSED IN, ... .......... .. 5 PROHIBITING FUTUREDEVELOPMENT. f X UNLJ1:)1UKbtUrKy1tL1 D.OPENSPALt x — J� TO SERVE AS A,BMP PRA7CTICE-.- ... ...... 7 :l - ----- X 7 A', 7", A N % N 'A o N T v_ V *g, % �-.N XX 7 .. . . . . . . . . . . . . . . N . . . . . . . . - - - f . . ... . . . . . . . . . . . . . . . . . . 7, PROPOSED IMPERVIOUS AREAS OUTSIDE OF PARCEL's LEGAL . ....... . ................ LIMITS (NOT INCLUDED IN VRRM _OPEN PACE CALCULATIONS) :'A o.S8 ac. OF PROTECTEbL, S TO BE ENc6MPASSED­lN­AN EASWEN-t-PROH68-ITING FUTURE---- 'QPMENT. UNDi`STURBED Z )EVEL ...... N -SPA PROTECTED10 CE TO 5 ........ E SERVE f j�� �2 -C AS A BMP PRA ­TICE. �X, J PROPOSED DRY -RETENTION N DRY BASIN FOR DETENTION ONLY (WITH THIS SET OF STORMWATER MANAGEMENT SUMMARY TH E PROPOSED PLAN UTILIZES A CLU STE R D EVELOPM ENT THAT M I NI MIZES LAN D DISTU RBANCE AN D MAXI M IZES OPEN S PACES AN D STREAM BU FFER PLANS) .... .. .. . . /PRESERVATION. THE PLAN ALSO IMPLEMENTS CREATIVE DESIGNS WITH THE ROAD/LOT LAYOUT TO MINIMIZE ITS IMPERVIOUS FOOTPRINT AND TO MINIMIZE THE AMOUNT OF GRADING & DISTURBANCE REQUIRED. THE END RESULT IS A DEVELOPMENT THAT REQUIRES A TOTAL PHOSPHOROUS LOAD REDUCTION OF f SUBAREA A 3 75 +/- lbc/vr 'THE DEVELOPMENT ACHIEVES WATER MAI TTy rr)MDI Thturr RV Or-MMIT&II-2 A TnTAI 0WnCDWnDr1HC I nAn nC �j 7r -1 Df y I USE OF LAND PRESERVATION AND PURCHASE OF NUTRIENT CREDITS. W, THIS DEVELOPMENT ALSO UTILIZES ENVIRONMENTAL SITE DESIGN (ESD) TECHNIQUES AND PRACTICES IN ACCORDANCE WITH THE JULY 2013 DRAFT VSMH. V11. V PROPOSED ARE AS FOLLOWS: _77— THE STORMWATER MANAGEMENT DESIGN CONCEPT WAS INTEGRATED EARLY IN THE SITE PLANNING AND DESIGN OF THIS DEVELOPMENT. THIS IS N.J PARTICULARLY EVIDENT IN THE PLACEMENT OF THE ROADS AND LOTS TO REDUCE GRADING IMPACTS. EXAMPLES OF OTHER ESD TECHNIQUES AND PRACTICES --J I A. ESD PRAC710E #1: THE PROPOSED PRESERVATION OF UNDISTURBED NATURAL AREAS. PUB747,OAD (THIS IS ACCOMPLISHED THROUGH AN EASEMENT DEDICA77ON OF 7HE STREAM BUFFER, THIS IS ALSO ACHIEVED THROUGH PRESERVED OPEN "VI/V TH UB17E F M SPACES PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCL, AND AT ARE PRO I D RO FU TURE Z�z DEVELOPMENT PLEASE NOTE THE EASEMENT PLAT WILL PROHIBIT FUTURE DEVELOPMENT OF LOTS WITHIN 7HE OPEN SPACES SHOWN TO BE ...... PRESERVED.) Y\ _7 B ESD PRACTICE #2: THE PROPOSED PRESERVATION OF RIPARIAN BUFFERS. N, ITHIS IS ACCOMPLISHED THROUGH IHE EASP-AIVAIT nT-n]rA T1r)A1 I TA41 ITP11 11 111 M-111 117771 A :2n i z.- vcn O'�, A r nl--- C ESD PRACTICE #3: THE PROPOSED PRESERVATION OR PLANTING OF NATIVE TREES A (THIS MLL BE ACCOMPLISHED THROUGH LIM17ING THE PROPOSED DIS77JRBANCES IN THE EROSION & SEDIMENT CONTROL PLAN. THE LIMITS T - S THA T ARE PROPOSED TO REMAIN WT S OF DISTURBANCE MLL REMAIN OUTSIDE THE LIMITS OF EXISTING NA77VE REE HIN THE TREA M Zl` BUFFER AND PRESERVED OPEN SPACES.) D. ESD PRACTICE #4: THE PROPOSED AVOIDANCE OF DISTURBANCE WITHIN FLOODPLAIN AREAS. (THIS DEVELOPMENT LIMITS DISTURBANCES TO THE FLOODPLAIN AREAS WHERE POSSIBLE AND ONLY IMPACTS THE FLOODPLAIN AREAS FOR N k THE INSTALLA 77ON OF THE PROJECTs U77LI77ES A T THIS 77ME.) E. ESD PRACTICE #5: THE PROPOSED AVOIDANCE OF DISTURBANCE WITHIN STEEP SLOPES WHERE POSSIBLE. T k (THIS DEVELOPMENT LIMITS DISTURBANCES TO THE ALBEMARLE COUNTY DEFINED CRITICAL SLOPES.) V � ? F. ESD PRACTICE #6: THE PROPOSED DESIGN FITS THE TERRAIN. Ve (THIS DEVELOPMENT LIMITS LOT GRADING, HAS MINIMAL DISTURBANCES WIH THE PROPOSED ROADS AND PLACES SWM FACIL177ES IN EX1S77NG L.OW AREAS OUT51DE OF STREAM BUFFERS AND FLOOOPLAIN AREAS. THIS DEVELOPMENT ALSO MAINTAINS THE GENERAL DRAINACE gq _L Y REROU IF RUNOFF.) PA TTERNS AND DOES NOT EXCESSIVE .......... ESD PRACTICE #7: THE PROPOSED DEVELOPMENT IS LOCATED IN LESS SENSITIVE AREAS G. r N T I I VF OF THE PRESER VED CHI TICA % (THIS DEVELOPMENT AVOIDS DISTURBANCES TO THE MORE ENVRONME ALLY SFNS117VE AREAS NCLUS L SLOPES, STREAM BUFFERS AND FLOODPLAIN AREAS.) j - H. ESD PRACTICE #8: REDUCED LIMITS OF DISTURBANCES ........... ....... (THIS PROJECT CLUSTERS ITS DEVELOPMENT AS IS EWDENT IN THE LOT LAYOUT AND ROADWA YS' GRADING PLAN. THIS DEVELOPMENT ALSO ............ PRO14DES SIGNIFICANT OPEN SPACES THAT ARE PROPOSED TO REMAIN UNDISTURBED OUTSIDE THE LIMITS OF DISTURBANCE.) ........... 1. ESD PRACTICE #9: PROPOSED USE OF OPEN SPACE (THIS PROJECT CLUSTERS ITS DEVELOPMENT AND U77LIZES OPEN SPACE OUTSIDE OF THE LIA41TS OF THE RIGHT-OF-WAY AND LOTS. T E CLUSTER DEVELOPMENT STRATEGY 4ELDS EXTENSIVE OPEN SPACES IN EXCESS OF 25,Z) N 1. ESD PRACTICE #10: CREATIVE DEVELOPMENT DESIGN (THE CLUSTERED DEVELOPMENT WITH SIGNIFICANT OPEN SPACES, COUPLED WTH THE ROAD DESIGN RESULTING IN LlIdITED LOT GRADING, AT LIMITS DISTURBANCES IN A LOW IMPACT FASHION CONSISTENT WITH CHAP7ER 6 OF PRO WDES FOR A CREA 77 VE DE VEL OPMEN T DESIGN TH THE 201J VSMH DRAFT) At K. ESD PRACTICE # 11: REDUCED ROADWAY WIDTHS AND LENGTHS (THE PROPOSED PLAN U77LIZES THE SHOR7EST W107TIS ALLOWED BY ALBEMARLE COUNTY FIRE AND RESCUE. ALSO, THE PLAN MINIA41ZES i THE LENGTHS OF ROADWAYS BY HAVING VARIOUS CUL-DE-SACS FOR LOT FRONTAGE, AND LIMITS PROPOSED SINGLE FRONTAGE LOTS. -'W M ITS OF WPO, STREAM MEANING, THE MAJORITY OF THE ROADWAYS HAVE LOTS ON EITHER SIDE OF THE ROAD, HEREBY MINIMIZING ROADWAY LENGTHS, INDIGO BUFFER,,( YP.) ROAD IS THE ONLY PROPOSED ROAD WTHIN THE PARCEL's LIMITS THAT HAS SINGLE FRONTAGE LOTS.) L. ESD PRACTICE #12: REDUCED IMPERVIOUS FOOTPRINTS (IN ACCORDANCE WITH ESD /11, THE ROADWAY IMPERWOUS AREAS WERE MINIMIZED TO 7HE FULLEST EXTENT POSSIBLE.) M. ESD PRACTICE #13: REDUCED PARKING FOOTPRINTS j. -F- 'M ­ (THIS DEVELOPMENT PROWDES OFF STREET PARKING, AND IN MANY CASES WILL PROWDE HOMES WITH BUILT-IN ATTACHED GARAGES, HEREBY REDUCING THE PARKING FOOTPRINTS.) N. ESD PRACTICE #17: USE OF BUFFERS & UNDISTURBED FILTER AREAS (THE NA TURAL S17E FEA TURES OF FLOODPLAINS AND UNDISTURBED VEGETA TED AREAS REDUCE RUNOFF, PROVIDING INFILTRA 77ON AND GRAPHIC SCALE STORMWATER FILTERINC OF POLLUTANTS AND SEDIMENT RECYCLiNG NUTRIENTS, AND MAXIMIZES ON-SITE STOHACE OF STORMWATER.) 0. ESD PRACTICE #18: CREATIVE SITE GRADING, BERMING AND TERRACING 60-, 0 25k 50 100 200 (IT IS ANTICIPA TED THAT THE PROPOSED SWU FACILITY's EMBANKMENT GRADING WILL U77LIZE BERMING TO A41NIMIZE GRADING DISTURBANCES FOR ITS INSTALLATION.) P. ESD PRACTICE #20: DRAIN RUNOFF TO PERVIOUS AREAS IN FEET")-- Z (THE PROPOSED GRADING PLAN AND VRRM WA TER QUALITY CALCULA 77ONS ALLOW FOR THE REAR POR77ONS OF SPECIFIC LOTS TO DRAIN AWAY FROM THE ROAD TOWARDS PERWOUS AREAS BEING PRESERVED & LEFT UNDISTURBED. THIS ALLOWS FOR GROUNDWATER RECHARGE I inch - 50 ft, AND RECYCLING OF NUTTIENTS.) TH t; 07 SCOTT R. COLLINSZ' No. 35791 0 Z j01y,kL 10��f 01� Ld Ld Z (D V) ZZ Q L o U Ln U1 Uj 13 U) _j Z V) Z LU LU Ce LU OD TIM _j 0 0 CL (D 0 0 0 Q 0 0 0 CL 0 LU F- 1_� 0 n_ 42 _0 0 < Z Z < W Z LLI LLJ 0 > Uj Z W < 0 CL LU — 0 < E 0 Ld 2! 0 0 LOL, Z Ld LL_ UO) w F- Oj 0 0 0 0 X 1 r% E 0 Uj -a 0 Uj U) 0 JOB NO. 0 112066 (3 SCALE 50, SHEET NO. 6