The URL can be used to link to this page

Home My WebLink AboutSDP201600045 Plan - Other (not approved) Final Site Plan and Comps. 2016-10-06■ GENERAL NOTES OWNER: 032G0-00-00-00100 032E0-00-00-00200 Sheet Title WOODBRIAR ASSOCIATES RAY BEARD COVER PO BOX 5548 2073 CYPRESS DRIVE EXISTING CONDITIONS CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING GRADING & DRAINAGE PLAN 200 GARRETT STREET, SUITE K ROAD PROFILES, NOTES & DETAILS CHARLOTTESVILLE, VA 22902 DRAINAGE PROFILES & CALCULATIONS 434.293.3719 SURVEYOR: LINCOLN SURVEYING t` 632 BERKMAR CIRCLE 6 CHARLOTTESVILLE, VA 22901 DEPTH OF EC -3A DITCH 434.974.1417 SURVEYOR: Y LINCOLN SURVEYING IN FEBRUARY BOUNDARY OF THE SITE WAS PROVIDED B O U G , DEPTH OF EC -2 DITCH 2013. TOPOGRAPHY PROVIDED BY THE ENGINEERING GROUPE FROM AERIAL FLOWN TOPO IN JANUARY, 2007. TOPOGRAPHY SURVEY UPDATED IN DECEMBER 2015, AND FIELD VERIFIED IN DECEMBER, 2015. TAX MAP PARCEL: T.M.P. 32G-1 (D.B. 1556/PG. 97) (PORTION OF) TOTAL ACREAGE: 19.87 ACRES ZONING: PRD (ZMA 1991-00013, ZMA 1995-00005, ZMA 1995-00020, ZMA 2004-00014, AND ZMA 2005-00009) WITH PROFFERS AND ENTRANCE CORRIDOR USE: PRIMARY RECREATION AREA FOR BRIARWOOD DEVELOPMENT DENSITY: NOT APPLICABLE - OPEN SPACE/RECREATIONAL FACILITY OPEN SPACE: 17.5+/- ACRES SETBACKS: FRONT 20 FEET MINIMUM SIDE 6 FEET MINIMUM REAR 5 FEET MINIMUM BUILDING HEIGHT: 35 FEET MAXIMUM STREETS: CURB AND GUTTER, PUBLIC STREETS EXISTING CONDITIONS: SITE IS PREDOMINATELY OPEN GRASS AREA WITH SOME EXISTING TREES AND VEGETATION, UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER FLOODPLAIN: 100 -YEAR FLOODPLAIN EXISTS WITHIN THE LIMITS OF THE SUBDIVISION PLAT, PER FEMA MAP #510006 PANEL 145 OF 575 (DATED FEBRUARY 4, 2005) STREAM BUFFERS: STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE SUBDIVISION PLAT. SEE EXISTING CONDITIONS SHEET FOR LOCATION. DATUM: NAD83 OPEN SPACE: 17.5 ACRES (88% OF TOTAL AREA) RECREATIONAL AREA: NEIGHBORHOOD PARK - 17.5 AC. LOTS: NOT APPLICABLE CRITICAL SLOPES: EXISTING PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN AND LABELED ON THE PLAN SHEET. PARKING: REQUIREMENTS ~, BASEBALL/MULTI-PURPOSE FIELD: 24 SPACES (20 SPACES - BASEBALL Q) OR 24 SPACES - SOCCER) BASKETBALL COURTS: 4 SPACES (2 SPACES PER BASKET) PLAYGROUND: 16 SPACES (1 SPACE PER 125 SF OF ACTIVE RECREATION) TOTAL SPACES REQUIRED: 44 SPACES REDUCTION �z TOTAL NUMBER OF HOMES WITHIN BRIARWOOD: 663 HOMES W NUMBER OF HOMES WITHIN %4 MILE OF PARK: 335 HOMES PARKING REDUCTION PERCENTAGE: 335 HOMES/663 HOMES x 100= 50% OVERALL PARKING REQUIRED (WITH PARKING REDUCTION): 22 SPACES PARKING SPACES PROPOSED: 24 SPACES (INCLUDING 2 HANDICAP SPACES) PHASING: NO PHASING IS PROPOSED WITH THIS PLAN LIGHTING: NO STREET LIGHTING IS PROPOSED. LANDSCAPING: LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY WITH SECTION 32.7,9 OF THE ZONING ORDINANCE, WHICH WILL INCLUDE STREET � TREES ALONG THE ROADWAY AND PARKING LOT TREES. RETAINING WALLS: RETAINING WALLS ARE NOT PROPOSED, SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED WITH THE FINAL SITE PLAN OR UNDER SEPARATE APPLICATION. WATERSHED: NORTH FORK RIVANNA (ABOVE WATER INTAKE) STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY REQUIREMENTS. TRASH COLLECTION: TRASH RECEPTACLES SHALL BE PROPOSED WITHIN THE PARK. THE BRIARWOOD O HOA SHALL HAVE THE TRASH RECEPTACLES SERVICED AT A MINIMUM ONCE A U WEEK WITH THE NEIGHBORHOOD TRASH COLLECTION. BUILDING SITES: NOT APPLICABLE - OPEN SPACE IMPERVIOUS AREAS: ROADS/PARKING LOT 0.38 AC. \ > SIDEWALKS/TRAIL 0.50 AC. RECREATIONAL FACILITIES 0.24 AC. z TOTAL 1,12 AC, TRAFFIC CALCULATION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) COUNTY PARK (CODE 41.2). ADT: 45 VPD (22.5 ENTER/22.5 EXIT) Q AM PEAK: 2 VPH (1. ENTER/ s EXIT) PM PEAK: 2 VPH (1 ENTER/1 EXIT) ,r�INAL PLAN SDP 2016-0004 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 7 , N I N f '\ ` I',,, (Iz !4 - i f !'' ! I Z - \(. F"° ✓`�,...'� -_f '.�i .. _.1.._in—�IT_J, ?-OE I —..... r + I ik I 5 t r 1 ' t ` I& �.-:.:_ ?y:. _ 14 ST. IVES ROAD ROUTE i5si - _ j Aft. r .. I I : ,.: r`r y i. a f I r , 9 I v+ 3 'l r '~ 7 ----------.o _, \� OWNER WOODBRIAR ASSOCIATES PO BOX 5548 CHARLOTTE SVI LLE . VA 22905 SHEET LAYOUT SCALE: 1" = 100' ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 N� DRIVE DRIVE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet dumber Sheet Title I COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING & DRAINAGE PLAN 5 ROAD PROFILES, NOTES & DETAILS S DRAINAGE PROFILES & CALCULATIONS 7 LANDSCAPING PLAN & DETAILS r— t` 6 OWNER WOODBRIAR ASSOCIATES PO BOX 5548 CHARLOTTE SVI LLE . VA 22905 SHEET LAYOUT SCALE: 1" = 100' ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 N� DRIVE DRIVE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet dumber Sheet Title I COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING & DRAINAGE PLAN 5 ROAD PROFILES, NOTES & DETAILS S DRAINAGE PROFILES & CALCULATIONS 7 LANDSCAPING PLAN & DETAILS iTIMIRA 7 TOTAL SHEETS CONTRACTOR SHALL ENSURE THERE IS NOTA NET INCREASE IN FILL IN THE FLOODPLAIN, AS SHOWN. LEGEND a SCOL RZLINS� L7 Lie. No. 035791 SIONAL E� EXISTING CULVERT CUL VERT A DROP INLET & STRUCTURE NO. CLEARING LIMITS CURB VDOT STANDARD STOP SIGN — — — —200— — — CURB & GUTTER L PROPOSED CONTOUR 200 PROPOSED PAVEMENT PROPOSED SPOT ELEVATION r— EC -3A D1 TCH 6 DEPTH OF EC -3A DITCH EC -2 DITCH B ' DEPTH OF EC -2 DITCH a SCOL RZLINS� L7 Lie. No. 035791 SIONAL E� EARTH DITCH DRI VEWA Y CULVERT BENCH MARK _ _ _ CLEARING LIMITS as VDOT STANDARD STOP SIGN — — — —200— — — — EXISTING CONTOUR L PROPOSED CONTOUR 200 240.55 PROPOSED SPOT ELEVATION f TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF 0) BOX a SCOL RZLINS� L7 Lie. No. 035791 SIONAL E� L90) cn T F - z L Uj cy) Cy3 41� 0) C1J O `J z 0 J 0 0 Q + 1-4 o ul CQ LU Z 6 C, L L -� c6 U N CO LU ~, Q) w o� Cn. �z C, W w � U0 WLLJ j C5z 6 W r�j�J V � SEEM L90) T L z cy) Cy3 41� 0) C1J CL 4 U 0 0 Q + 1-4 cj C 6 N z Q) H o� _ �z W 0 Ld v w � z j C5z 6 W r�j�J V � SEEM W 6z O_ J J L9ci O U 0 � o \ > Q) rr z 3 0 �'c o Q Q OU � 0 0 3 F- F D- cO 0 - x U v D 3 E o Ul U V - Uj 6 3 0 UF— z � w a LU z_ z z .° U (n13 0 zul 0� I� �o U W o � Do D- o Q� - C) U O 0 C) 1\jLU X L. r N U O � 6 o �ID rn o w �E O 0 JOB NO. 122071 0 In 0) V) SCALE ° .0 AS SHOWN •� -• �, In L O SHEET NO. Q 0 f3,,`j" m SCOTT R. COLLINSZ Lic. No. 035791,E j0NAL cn z LU i O u Q z ZD H //O,� V ED Lu Ln L.L J < Q 7' LLy Uj r m J LLJ Q LU } LSJ III �w I N O O Q L Q 0 O 4- D Q) O d z a Ld � w cf) Li z z F a w F� o� z 0 Q J O J 0 U O - O O O 3 N U N O U N O � H Q N � N N i x 0 a) a� xi r t Wa � o o -3 O C3) Z c w a Li z U L z � J � J O O a O i 0-" a L a 0 o a 0 a > u) U O x O U O i +• c 0 0 LUJ O LU EN LL! E 7- U -_— Ln O JOB NO 122071 -0 r U) Q CO > SCALE a 1°=60' co c: a > SHEET NO. o m 0 O m m t 0 0 I- 3 t a uy / 67 o•O -.. fi -. f - 8 u f 19 ` J , ' r 15 ,, , ? - i EXISTING ` \YnY! g 1 ` 6:= S.00 �. TREELINE00 I.. .. , �l 3 9.00 }r�. - S 20 1 •.,,, _ 1 , . r 1 S(6p _f 0 S 5� 40#22 �QMM •Op 2 1 3 —. ... 1 NORTH FORK , RIVANNARIVER' Y , -.- `` .1 / C iS7203 46.0 - / 214. 620 �.•� r \ o - -- '00 0 / _ - Y 00 _LU Ol ` S60036, `, rl °3 u, N --- 00 2$ , m.. �w I N O O Q L Q 0 O 4- D Q) O d z a Ld � w cf) Li z z F a w F� o� z 0 Q J O J 0 U O - O O O 3 N U N O U N O � H Q N � N N i x 0 a) a� xi r t Wa � o o -3 O C3) Z c w a Li z U L z � J � J O O a O i 0-" a L a 0 o a 0 a > u) U O x O U O i +• c 0 0 LUJ O LU EN LL! E 7- U -_— Ln O JOB NO 122071 -0 U) Q CO > SCALE a 1°=60' co c: a > SHEET NO. o m 0 O m m 0 0 I- 3 "'§H_ T D€.ST<ANr- Lu cy �1 c�] — s I 0 Ln —.J ,LVES ROAD ROUTE 1511 _ LIC RK PUS SED SIGHT I PROPOSED ; f DISTANCE EASEMENT R /PROPOSED SIGHT � r .rf , r 1_0131. PG. i( DISTANCE EASEMENT PROPOSED STOP SIGN t ® I j I EXISTING ST. IVES ROAD EXTENSION { AND VDOT CG-= ENTRANCE°"' - PROPOSED 4 I ' NOTES: � CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY I TRAVELWAY TO TIE -INTO EXISTING ENTRANCE 0. : Ij , ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS EXISTING CUL-DE-SAC AT -THE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES I i END OF ST. IVES ROADWAYW • t ' ` O� SERVE BRIARWOOD'S PWARY 't__. ---v-- --_"` � �'{ PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P w C? a ✓ ECREATION AREA .»!� I I ' AND ROADWAY TIE -I NS TO EXISTING ROADS, PRIOR TO ANY CONCRETE ,LVES ROAD ROUTE 1511 _ LIC RK PUS SED SIGHT I PROPOSED ; f DISTANCE EASEMENT R /PROPOSED SIGHT � r .rf , r 1_0131. PG. i( DISTANCE EASEMENT PROPOSED STOP SIGN t ® I j I EXISTING ST. IVES ROAD EXTENSION { AND VDOT CG-= ENTRANCE°"' - PROPOSED 4 I ' NOTES: � CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY I TRAVELWAY TO TIE -INTO EXISTING ENTRANCE 0. : Ij , ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS EXISTING CUL-DE-SAC AT -THE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES I i END OF ST. IVES ROADWAYW S0' ACCESS EASEMENT .° � I NO ,--`a BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF ` O� SERVE BRIARWOOD'S PWARY 't__. ---v-- --_"` � �'{ PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P w C? a ✓ ECREATION AREA .»!� I I ' AND ROADWAY TIE -I NS TO EXISTING ROADS, PRIOR TO ANY CONCRETE 0') D.B. P(;, I I OR PAVEMENT BEING PLACED. Irq CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF I I ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR 2 TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS E! ; r • ;� 4. I F/C-F/C: I ? i. ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ;� Q r) ; COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE ca POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. zul 1 / EP-E/P :n j I { s_ 0 z J i :�: I PROPOSED VDOT STD, CG-6Ln N IO V J '•-' ca Z O PROPERTY BOUNDARY l' PROPOSED S'fill H ''Q j CONCRETE U) w I! III III Rill Ill iiiiiiiiijIll, 110 11 SIDEWALK I ! W " ' l C Z_ f r //'r/. r,; r ,r r f ; r r' r` j -/'+ / r% r %' ' rf , i✓ ,` % .1 �' ,rf /r`r (� 6cr r 4 lJ �', > � z w NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. ROPOSED 20' UNDISTURBED BUFFER SCOTT R. COLLINS�?, Lic. No. 035791 ,� ` &I_ ONAL © I E4 O� t w C? a ✓ 0') I NOTE: THE PROPOSED PLAY EQUIPMENT CAN BE SUBSTITUTED FOR AN EQUAL PLAY EQUIPMENT PRODUCT. ROPOSED 20' UNDISTURBED BUFFER SCOTT R. COLLINS�?, Lic. No. 035791 ,� ` &I_ ONAL III tD z w C? a ✓ 0') O monnamV) u z O r Q Q Q r) Q ca Lu zul Lu :n J a U 0 z J i N IO V J '•-' ca Z O Z r� uLI H ''Q CL U) w O W U— C Z_ III tD r®_ 1 z C? a ✓ 0') CL monnamV) Q Q Q C L O __,,,,,,// Z3 OJ O Z N ''Q O t i � W U— C Z_ 6cr �', � z w U) L {j i 1 A s W 6 z QJ r lill J a 0 a L9 0 < � o– Q) o c' c Lu o Q U a � r 0 V N j 0 L � � U) o- W L W Q) � L � Q x ] j t � e + N O v C s CD O ul uj 6 3 � Q Z c s Lij Lei W C z .° U w =3 Cn � Z u) J J0 O 0 Ci U O O W rr T � � O O N Q � J O O_ > I� u 0 V O 0 c y i 'N CIO x O U N L U) I - O w F_ O N O O U E0 111 uj Lu � V •— ce JOB NO. O ° a� 122071 -r o SCALE V V) > 1"=3®' 6 N C L 6 N SHEET NO. Q 0 o � � s __-, t. ,f < 7 i r' ! 1111. ,. ..'_ \, /. ... .--.J / ",.. 1111...... i - _ 1111. ,, , { 1 t.. .. t 1-111.. �__ s { 1 _ ! r / _ _ .�- - - - r 4 :- . ..,. , .'....: , 3 i f S i s. .r { t ..._._._. "� __. _ E / a �,� e-"". 1111 1111 1111 1111 ,:....:, r 3.. _ 3 ._ ! 1 a G r - i -1-111__. r a gg yy E r , t r r ! : !i! , 9 i , .. ,✓ _._ __ 1-111 1 - ...- I i k ... ,._ `ti`:"'... -.. '.L.... , i , t ___ 111:1.._ .. ._ _ 1-1-11.-. , . �� F::'.. •r t , _ 7 /./, ; , .. ,w+' .-. ... 1 , '� :. __. _ 111-1_ ( i .,•r.:. ., :. ..�.. .# ,.. : 1 1-1 F 1 ., t 4 .. _ , ,.. 111-1 _. _ .. , , J j' __ ' ' .1- - _„L,i r i Vii,! i. I . -. wI t t /`_ r = 1l /`i f 1 +. i \I f 4 c:'_ i -'./ , 4 _. _ C ..a ..: ,..__:I,....... _. ,a .._�, , A _ .4. -1,-111. { , 1 jjj I . i a - .-.- - 1 .. , r 1. _ _ a`�'f r.r , .... .<., 1 ra . a J I ,� t ,•., . _ i I I" E 1 ry/ f _.., z r, ., ., .::�, ..:.;' :,.. d .., x.F� � � .. � { .. - __'"'. 1111. .. -1111.-. ,I s,. i d G i i I , :..::, , RMWATER ,. 1. t . r r� ATO i ,. .. i - ---M -- - ~�. , ;. . I I _. __ � t, i t .. i , r -^:, ., ,, ? 1 ..1- 9 t - ,< :, , 1111. ) �, s : s : (/}/ , -,a.. E. �,w, : � I __--1-11-1_ , � _ _ 1 E� _ 1. J 11-11 � -. : 1 I . -1111 ----_, _ ,. � t .. ` : , � >� i _ I � , ._____�-- _ " � ,.__ .,_ 1111, , : ` { I, 1 AGEMENT FACILITY iI I r . j :, MAN .�_: I( ___- 111-1 I'll�F ,� __ ,; i _ _.� , , ; I ,;° �„._ t:l r ', , t,r.. Y:i N �� i g ,� , � �,-___- y, , _ [ r/ i } 3. � j t,`� � ` _.- t t :r: U 7 ...# .. .` 1 E r _ ..:�3 1-111.__ , j-.. 1 , .. '' ' �t Lii .. , -i i • ,_: r rt ED WITH PHASE r I i .. w,_ - . , / }} j , ; , p� PROPOS ::,... , I I } T, l . I - r 4 __ 1 r I , i:y y .::,. f 1111: :,,: ,::,., J 1 r :f!Y. t 1`n •fv-.n 6 ;.;3 , ' r- __-_ ,_ ✓ 3 '.,."- 1 t', ._...t i„ _ ......,,... --.m _. 1111 .. ...: I> -1-1-1-1. -1-1-11.- 1111.._ _, 1J r '.. - µ.a,.,_. a , _. L � jy , :...-.. - - I -i / ,�. .-.. 111-1w :,, i - r 1 __-;'"_"'._'-_ - i..._ P AMENDMENT q r 9 VSM a t - _L.__- _ ` i €Y, r J f r :1 y I !, I _ . # / , : '1 / _ / _ 4 I , , WPO 2016 01 1 $ I 1 _ <t 1 „ _ .. , . 11 1_1 , �, r < .. , , _ �_ � . : __, _ � :, _ ( ,E SCOTT R. COLLINS b _ a :,, :.,. � ,, „. ,. ... 11,11.. �.-..-' _.- � , -. .. - _ -.. , ._......_...'�,.: 1111 .. { 1111 ... .. , I , { 1 , , , :1 .. t , , -� l i 1: { : , - ,,_...... , I mo..- I t /F a, ` t !i E , , �c / �, _ _.• 1111 i � t .,.,. - - --- - - i._..., i - /,, :, 5�:,9'i _e..m , : ,.,{ , 1 .. : i 3 d _1-:: - j h, { , -_.. - .. \ r ..1 t --,.. E , f l� "r fi .. Y" r _ r < i 1 - _ - _ ... =:;`y '• _. I �, S - t .._ t I f �+ /^•� ; -1»1-11 111,1 . �. .,, A ,,»,:+, :,^ r , -.l 1 ,. V..l 1 - }4,± ,. / __-.. -1111. -. .. _. l '::: _I.:., J .. _--.,: .,, : ..V:ry ,- ---. _.-. 111-1 r - :: f e_. E ,: { _. ,:, f-., % r- j . )tr t r 9. ... ,! _ ., .. , -, '�,. , i ..._.... ,: 1111._ ... r ... 1111... -� t � z I .. , I t :. _ ,- . . , r ,� _ ,u. 1, , , , 1 -1111 � 1111 ,., . 1111 � _ �' I f _. i ,1 1 z Lie. No. 035791 r, 1 1 . ,:: ,1 : , � . 1 __-_ _? t r � 1111 �r. � . q � t I �l I ; t � _ i�� -11-11, 1111 ( r �... � _ 1 r i � � .. ,. • of _ _._-. I � , - d i _ __ 11:11 ... L'... :::. ?.t . '� , _ L_.._--» ,. 4 2, .+, . , 11-11 .. 1 -.. - _ / j _.--t_ - , t. - _t jj ' � , , - 1, ._, ,.. ,- % , }-1111 ._ � : ,. .. , __-.- ) _1 0 �< +1, ',, ''. { { :: ::: _r �, , J'"- _. .. ,•^'� r - •-- ] .. 11-11 J 1 xF - - - _ t \,r' _. -- " - '.__ 4 ./ t _- --'- �•. , , , # P !,..,i. , s- f - ,.-.. .. t 3 , �%. _ _ .. ...- -v I _. ,. -_ -1111.._ .._ - - - i _.-_-1111_. _-.. _.__.___. _......_ ._ ::;,,, ,, ! < r r:': -......:. ? .._ 1 a...... r � r i ,-- , , { - ,r --._ W- : "l _.. 11-11..--1111.._-._. 111-1_ _ ,r i t :'. , < . .moi-. . E.. / a„"?„ Y ., . ,,, ,\ _ ,� _. -_ i ._ _._ -11-11_. f , i 1 4 �� - r _ .. - zt„ :1:111 r .. l b ,.. / ._ i :. ,. a k f _ .. , 1111__ I m.=- _ - _'.T_"` _ 1 a. . 11:11 t -h v /' .--'.r-- r .. ,_ 1-11-1 r._. ,.. j _ r' .-r--, , .. 14 ...� " t' - .. _ - `� :', : .. J r - : ! ,. `L r / - ,✓ : ,,. ; - r'--.� , z{ v_ _. , .� �, _,_ ,• ,I . _ .�_.. i I mo- : - _, -,._ - -,._ .. , <' , t ,, '�.a, ,, / t r; .% t - -1111, ! - .. f , . - , 6 !" - ., ,. 1 - �- \ ( r -_ -11-11_ _ % _ a , „ J O.�' ._.:_..._:..� : f .. # ..,w ..»: 11-11.. '\ / r�r.-m { i - ( _ -1 _ I,,) , - t \ r7 '. - _�_._ -� '1111. _- { , :: : t l , _ , 1 i 3 ..>:,e .r is _. .-1111.. .. ... ..-" X -1111-.. __ __--111-1 E !...__-._"--_.._._.__-,.........._-. ... ':.1 : t 111-1 -)_ ,� .__ - , __ \ d 1111.. 1111._. , e- i �- .. - __-,_-. 4_, 1-1-1-1..-._ . :% i' Q : { „ 11111111, t : •: (U" " f r ':', ': ( :':,': ! , :2 -_ f , !! .- ., 1 •- -�- -_' -1111_ 111-1 �. ! `t t t ., i - ... 1. r ;! , :-r.:J ,,, ,.. % % .r v -1-111.. .. 7 i y/ _ 1.. J, d3 r .. t .. 1 ,.y, 1 l.' ..:-.^'`;.' --r , i` R._ / s __,. , _ _. 1111 , "�- i t .._._-.. _- _.-.. 1111 - f ``.t •t'� t = __ __ - _ _ _,�' / _ f s __ _ _ _ _. - ,. r .- _.. _. - v. i _ _- r: _ 1111._ _ .. 4 ,.,,, r !:'', ,' , n.-.g'i r . �-"�� ,.-_-,. _1111, +. t __.... .......- 1_--- __._._ _.. ...-.. .--1-1--1-1--- w 11-11 __ ` -11-11_ --" .,fr - •C�• Ci3 ., _ / t ---,.. -111-1. -_111. \ ...�.::,::.. ... c. :r :: " 111,-1 i .--''" ... / , -.., , 1111. t 111-1. .._-. �, { 'f .-__.-.....t__.._ E . , .'.3 , { ,y=v.t 1 / .�- ,_ i /' -- f+�f/ rte! , ; S .. - _ l _, , V 1 { 11 i'' r 5 1111 / , - !_.' f }' S -.n , _-.-- -, \ r -111-1._ 35. .. .--. 1 _ 11:11.:{. r..... ..1 1111 t .�.( / .+, % i r -1..-111_-...-_.__ f ! / - a ___ - -- ___- _ _ I / s -1111... __ ._. _._ _. _ - -1111 f -.---- ; __ , 5 . _Y , 1:11-1.,. ,- % --- _. ....._ .-._,-'- .v.. _1111._---w•-: - -1111. __... .; '\ _.�`�,. ..0 I 11 r .,. / - � _ . _ __. _. - __._ __ _--11-11_ f _ __� - _. r... / / ! __ _ 't J 1:11-1- r. , - -_ "- ,-1-1-11.. t 11 , . -.- { t -1-11-1'-_ -1111 _-1-1-"-1-1 ___ .e..,.,.. i,.,, - N ; f I4. ..'r - :t .', .: r / J 1111:'-------. y _ 1f -'c+ -{'e' -..�-- _ ._.__..._..___-11-11._ -t - .._..___ 1-111_._ 1 . ,, ..>:-:. $) r r 'a. s / / f : ter-/ J - -1111.--___,....."• 1111. as .. 1' . . _ - w / ...vim - -1111_ 1 _. -1111_ ,,. ', r,,,�. / . .._ ,, J ..�__.,.� .v .. :S; .,: 1 , 1-1-11_-_ , , - -w>a: <. - -__. .. ............_ .. .....___.._..__...___�_..._.._.._-.....____� `7� - 1 r„ / / _ �-, - _ -- - - -1-111__ _ _._.� U . r - _� __ -_, _ r - - _- - _ _ . -... ; TE 1 . _ ,,_ r -_ . / r , ,' .._r -�-- - _ - L______ _ -- - ROAD RQU -- - -'- -1-11-1 IM,,. _ 1 �. - _- r ---- ST. _ --_ _ 7 3;.',.;,! r , ',;; t „,r,, 1 • , ---- , ) �°"" _�: _ - - +....,_.. - - - - l -1-1-1-1-_.._'____.._.___ -._ _,. - , .:': , i t : )'4-+':>, -... r 1 /J/ / -^' t `` :, ; n- l -' -1--111 ______________ _.__._.._._......_...._ - \ _ ',,,` = t f f�// f j 1"� r' - -111-1 4 ,, R /, - - r S I r _- _.. r .1 i : , ll a..-. E jj t!.;,9" /=,�..--.�"` .-r-�.--- " I . a�"�_ , . _ _ '-1-11-1.._ - _ Y d _ _ - _ _.. , 1 :,,� .. f 1111 ,+rte:'_...... _....___--�§+":r f_=-- 1 9,t`Y ....1....._ • t I 6'.. s , .r : NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY: 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 DENSITY TESTS, 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 THE ENGINEER AND ALBEMARLE COUNTY MINIMUM OF 48 HOURS 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. ROAD NOTES GRADING 1. THE LATEST EDI TION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRJOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP ? WITH OF ONE TH A MINIMUM COVER ( ) 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. 3. 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 WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION OTHERWISE NOTED O L SPECIFICATIONS UNLESS N PLANS. SHALL BE CLEARED ADE O OF 4. ALL DRAINAGE EASEMENT AND GRADED TO THE SATISFACTION EASEMENTS SHALL EXTEND TO A POINT DEEMED AS ENGINEER. DRAINAGE EA N THE E NA TURAL WA TERCOURSE. PA VVEMEN T BE IO 0 THE PLACEMENT OF THE 1, AN ACTUAL COPY OF THE CBR REPORT IS TO SUBMITTED PRIOR T AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. , TEMPLATE AND COMPACTION2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, A OR 111 PRIOR TO PLACING AGGREGATE BASE, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. THE PUGMILL REQUIREMENT SHALL APPLY IF MORE THAN 60 DAYS ELAPSE PRIOR TO APPLICATION OF INTERMEDIATE ASPHALT, OR SURFACE COURSE, IF DESIGN DOES NOT INCLUDE AN INTERMEDIATE ASPHALT LAYER. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMEN T IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 9 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WA Y. CG -12 ( IN FEET ) NOTE= COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING= L4'O0I \\ i PROPOSED FILL t7a H1"ORAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) �y/+� CUB WHEN REQUIRED (CG-2CG_3 IN LINEAR GENERAL NOTES: DE;TECTAB E WARNING SURFACEER(AREA IN SQUARE YEARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. H OFTHEPAY ITEM AND SHOULD EACH ED OV ITEMS GRADE C15 CUT RATE 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR E DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12;1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND / "Z I SPECIAL DESIGN SECTION FOR APPROVAL. � 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SO a 4, IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS go,% THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ,O.I PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5, REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'J2". r E- CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS __j_ ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED12 . 1.\ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGIIi OF WAY OF A HIGHWAY FACILITY LLJ CROSSB ARDLESS OF WHETHER SIULWALK IS EXISTING, v R PQSE 0, discrepancies occur the requirements of the permit shall govern. OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS a< z AS SHOWN ON PLAINS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE H SE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 0 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL r ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable lesser AND USED BY PEDESTRIANS. -all, 8. RAMPS MAY 3E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT t THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 12'12.5 MAX PERPENDICULAR TO THE CURB, 1 X X ry MIN X 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT tt'1 (n ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK4. 1. M114 TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY AT * 2" HIGHER THAN TRUCK TRAFFIC3FOR CONCRETE DEPTH -EDGE , OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. T I I 19, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. - 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME E -2'4, Cr - w -z - CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE a w z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD D D a D D D -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH $ D D a 0 0 D D D D D O D z W l.L..1 THE BACK OF CURB. I C U Cn O z z -L.L 'O -- ca L9 D 0 O 0 a O O D O D D D 7 w LANDING RAMP + c) �. D a Q D a 4 a G a a 0 0 0 0 0 rrin �iin 11�O D D O D O a a a a 0 0 4 a o N O 0 o U z 2 3-r O V -ay O O O O O a a 0 0 0 0 0 O O O o I.....4� J 0� L O 3 I a a a a o a o a a a a D D a a CL N m L In W � I_ 1501.-85% OF BASE DIAMETER 1' TOP DIAMETER a c% a a Q O a a 0 a 4 4 4 O Q 0) _Q Q �` G DETECTABLE WARNING �- AT BACK OF CURB c� I _ _ ( 0.9"-1,4" 0 FULL WIDTH OF RAMP FLOOR I SEE NOTE 12. �` BAS'S E DIAMETER _VARIABLE _ I� PAY LIMITS DETECTABLE WARNING TRUNCATElD D+DME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING Ul DETAIL XVDOT -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 6 3 SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION ACCESS CONCRETE CL EASEMENT SIDEWALK 1. . ;_. -a 4.5' 3' 5' CG -6 ' & CUTTER lz!�:_2' 10' POINT OF C/L FINISHED GRADE izLi' 10' CG -6 CURB & GUTTER _-\ 6.5 PLANTING (TRAVEL LANE) ° (TRAVEL LANE) PLANTING STRIP 24' FIC -FIC STRIP 2-5'i [--2.5' 50 ACCESS EASEMENT TYP.1C�4L STREET AS'E'CTIOj" - 50 S,Sy ' PUBLIC 14M EW SZ�g'11TT ACC -ESS BOA - D 20 JVPII DESIGN SPEED NOT TO S6W.L. J � f ".-' '^ate --,� � � ', - �` % . / - - _ ! r' , / :: '.':: -- - - ---w.-___.� - 4_._' - _ -.... 77 ........./4/.. _. I -_ - ...... _rte 9 ADT"w,ri it - - _ _ _ ! - _ ____ ST IVES Rb _ -__ _ 1 - - _ ``' E�ENSIQ �� PART QP THE P I NAND _ _ _ �,.." .. r ,- AD `t".--..... _. u� _ t B _ `� .� PHASE 4 RQ CUL-DE-SAC q )IU :1(:. __ J N. I- } "..... I r i i „ "1 __ ... -1.. I --I I _ _ . - _ - /� _._ _ .. / :__ , ,.. - I �k t 'z I I 1 t - �- \ ...:'.':..'_ F !; I I 7 , " "sem 1( tl i I i "P-- 1� ( j ( l t: j 'f I I ;-, I t"._......J { I Il I i .. ) r I I � i _. I11 4 / I _.__ _ !I __ - -__I, II i" t .,.. I )I i I I_. J 11! ?" 1 I ) i 1 I I i. f„ I 0 e I 1 ± 3 �I it / I1 , I q- I Li o I r -: / I '�F- W" I if i I''( j 1 .1 � t r a y t ,' k.. ' AC IESS EASEMENT _. All . ,'ten ---'r:: ,r .t{'' r3 % I , . .. .---f'' s i I i I .) ji c? -. 1 J 1 i , f;" o >- :.:.{::.: I _ " , / { F." {{ >-%-__.-'-A-:::'__.% ..... I . ' .... I Q {Oi. rI r 'Z. . f / f C "'"S ^:_..., i ) rr c> y / { . -n•_ a'�'a. ^_.��... :._._ / I � �� , _.. ::. :': e d_ r: .: 1 '.:'-: ,. o 1 :. �. I ,'::':.: a:.� ri 11- - • o t L. ti. _ _ S Ti. - `k..,. ...mss• f' ` `- /'�`i:`'•.;•.•',:,,:~�t�`'rM1••*.`c�•`�.'.4,•-•�•"+�'�'�1, •.tet' -`V .�". <`s:..1.. . n '. l /' ti %. I F� ENERATI G _ 11 } / - 1 =50 /.. f' _'.': .%:'::'_ r. - �. . /_. -' _ r Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design {Based on VDOT Requirements & Standards RF= 1.0 Location Design CBR SSV D1- Surface h a Base b a Sub -base h a Dp ADT ACCESS ROAD 45 5 5 3.64 SM -9.5 11/2 2.25 BM -25 3 2.15 21B 4 0.6 12.23 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 56 SINGLE FAMILY DETACHED UNIT (CODE 210) ADT: 45 VPD (22.5 ENTER/ 22.5 EXIT) AM PEAK: 2 VPH (1 ENTER/ 1 EXIT) PM PEAK: 2 VPH (1 ENTER/1 EXIT) T(-) P T _ F 4 I_ l.; F: L 2 R c r- 611 7" \/ r 1 ;'T � _7 ,i: i _) c STANDARD CG 6 N F FAH _I , FFA CURB & GUTTER _ :AFI FCI B Ir NO SCALE vDTF PRIh;P T_I PT`i P (_, ,-�I D ' ;T ETT 4 FII T''di=.. 2" SM -9.5I SURFACE C( 6" COMPACTED BASE COURSE,' COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE 430 425 420 415 410 405 400 395 _• 1'. Ln w U U a U_ O z Ol i C)_ -i - +----- -N- z N U O + r W N O LnI't ri Li tai L � W U -w m -1; 2.OnQ� NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 HIGH PT STA: 10+32.50 HIGH PT ELEV: 43-9.56 PVI STA:4+oo.o0 PVI ELEV:418.21 K=1 L25 LVCAz-41;.00 % 1 TA Li j tiiU U >w w LOW PT STA: 3-3+23-.50 LOW PT ELEV: 394.09 PVI STA 3-2+400 PVI ELEV;397.91 K:17.60 LVC::L6.00 r' ( IN FEET ) L4'O0I \\ i PROPOSED FILL t7a Ln I_ 95°x6 COMPACTION { , I I / PROPOSE ' i GRADE (This list is in addition to the General Construction Notes) f E I I �' I I i .: ! f` i. _ .._� \ ' / / "Z I f (: e L " "," EXISTING _/ f1.� 0 Ln GRADE ( IN FEET ) (5' MIN.) Ln I_ - General Construction Notes for Streets ' i (This list is in addition to the General Construction Notes) f \\jj " % L' . ' '` 7 notifythe Department of Community Development(296-5832)8 hours in advance of the start of construction. p Y P 4 / "Z I / (: e 420 �\ K/ on on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or tD 11 I a revised pavement design shall be made by the design engineer and submitted with the test results for approval. ro 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto a- "" NOTE: LL FILL T BE PLACED AT 0 O A C) /o COMPACTION. 95 � O 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time r of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or i designee, it is deemed \ necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of . 1.\ i U) w ca =) LLJ 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. discrepancies occur the requirements of the permit shall govern. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement a< z �\. VDOT unless otherwise noted. 415 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion 1004 0 � i 1 I Albemarle County Road Naming and Property Numbering Ordinance and Manual. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable lesser (H -all, O rI N le Ul til 0) I�, kq N is O r! ri 'i O _�r O O to O0 k0 O ri ri N O M O O Is Cn N kD _t ri N N ri ri ri ri O ri 00 _'f- 0) O M Ol Ol 0l00 00 tt'1 (n 4- -f of It 't It It _�r M 4 M M M M 9+75 10+00 10+50 11+00 3-1+50 3-2+00 12+50 13+00 ACCESS ROAD VERT'IC'AL GRAPHIC SCALE u _._ C .'0 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GPT ,APHIC SCALE r0 _-, o luu _U; alt TH 00� Ko*_"� ' '7 �� O SCOTT R. COLLINS'Z Q Lic. No. 035791 � A�SSIONAL ! SGA 405 "O kO 400 o a ; o 395 go 3-3+50 13+75 ( IN FEET ) (5' MIN.) Ln I_ - General Construction Notes for Streets z ILL! (This list is in addition to the General Construction Notes) co i ✓ X . ' '` 7 notifythe Department of Community Development(296-5832)8 hours in advance of the start of construction. p Y P 4 �\i��i\\}\\ VI/ \\ \ • = ' ' ' a' - i\\\\i\i 0 420 �\ K/ on on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or tD J U a revised pavement design shall be made by the design engineer and submitted with the test results for approval. CONCRETE SIDEWALK 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto a- "" ¢ � O 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time Uj of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or General Construction Notes designee, it is deemed U necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of 1. Prior to any construction within any existing public right-of-way, including connection to any Z U) w ca =) LLJ 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. discrepancies occur the requirements of the permit shall govern. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement a< z -, VDOT unless otherwise noted. 415 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion 1004 0 � m Albemarle County Road Naming and Property Numbering Ordinance and Manual. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable lesser (H -all, z < � 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 Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. � / u !� CL 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed underthe subbase material at all cut and fill transitions w and grade sag points as shown on the road profiles. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 13, A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County g. All excavation for underground pipe installation must comply with OSHA Standards for the inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with V) LU a VDOT or County inspector present. 3 3-Q 410 W uj C Q -z - 405 "O kO 400 o a ; o 395 go 3-3+50 13+75 k 19 ( IN FEET ) (5' MIN.) 1 inch = 50 Pt. - General Construction Notes for Streets 4" CONIC. (This list is in addition to the General Construction Notes) co i ✓ i. Construction inspection of all proposed roads within the development will be made b the County. The contractor must p p P P Y Y . ' '` 7 notifythe Department of Community Development(296-5832)8 hours in advance of the start of construction. p Y P 4 �\i��i\\}\\ VI/ \\ \ • = ' ' ' a' - i\\\\i\i z. Upon completion of fine grading and preparation of the roadbed subgrade the contractor shall have CBR tests performed �\ K/ on on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or �� 4 21-A STONE BASE greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. CONCRETE SIDEWALK 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto NO SCALE acceptance by the County. All drainage outfall easements are to be extended to a boundary line ora natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time Uj of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or General Construction Notes designee, it is deemed ,-I-� necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of 1. Prior to any construction within any existing public right-of-way, including connection to any guardrail, and roadway shoulder widths shall be increased to seven (7) feet. existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9A. This plan as drawn may not accurately reflect the requirements of the permit. Where any 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. discrepancies occur the requirements of the permit shall govern. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement 2. All materials and construction methods shall conform to current specifications and standards of section detail, shall be strictly adhered to. VDOT unless otherwise noted. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion priorto signing and recordation then approval of these plans shall be null and void. control plan and shall be installed priorto any clearing grading or other construction. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the 4 All slopes and disturbed areas are to be fertilized, seeded and mulched. Albemarle County Road Naming and Property Numbering Ordinance and Manual. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable lesser 1o. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the slopes of 3:1 or better are to be achieved. County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 6. Paved rip rap or stabilization mat lined ditch maybe required when in the opinion of the County 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 Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. roads. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed underthe subbase material at all cut and fill transitions Devices. and grade sag points as shown on the road profiles. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 13, A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County g. All excavation for underground pipe installation must comply with OSHA Standards for the inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with Construction Industry (29 CFR Part 1926). a VDOT or County inspector present. k 19 - co i ✓ 0 CLsmom Uj ,-I-� N V)0 Q 0! 1 111-4o Q r JW& >1N O U W M o C'o1 .j -0 V) 3 3-Q uj U Q -z - w z 0 oz w W l.L..1 Uj I C U Cn O z z -L.L 'O � o 0 U o- L9 < w a)° o J �. -1 C: rrin �iin O 0 o U z 2 3-r O V -ay o I.....4� J 0� L O 3 I �� CL N m L In W � Q ILL i+ni�i 0) _Q Q �` 0 0) O N L.J,.B C s T -F-' � 0 6 Eo Ul 6 3 r,(„ z C W 0 Lli0� W z W w m z cc 0- - C z •0 wD U U) i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII co z -� U) U o D U U L =j W O p �3;: �� C L o n o =i < < 6 Q Q>.2 » j-1 ,� �+� k�,,,,,,�i c D U O 0 (=) �) 'aVir x - ,\ a C\1 V co U U U D - C � U}- w _j � O U F- C -U �Q) O w � = E U _ (L Ln -p _,_, 0 JOB NO. U 122071 0 V)6 V), SCALE ° AS SHOWN C) ,� V) L SHEET NO. U " a o s s F- 3 R Oki .0-S D NOTE I SHAPE TO BE BEVELED H WFTH MORTAR 00 NOT REVEL ]INVERT -4- NOTES: t 11" IAAY BE REDUCED UNTIL "X' REACHES A MINIMUM OF 4" WICK ENOWALL 8. XVW ED aADHWALL&E THE INLET END OF THE LO PROTRUDE ABOVE SHOULDER LINE IN NO CASE SHALL TOP OF ENDWALL OUL 1P?E ON T& I E WOU W W "HE FLOW EN RTI. PROJECT MOVE FILL SLOPE. DITCH SLOPE. OR SCUM. 7, HEADWALL AT THE OUTLET M OF THE CULVERT WAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLAM EDGE ON BEVEL EDGE. 3. ALL CAST IN PLACE CONICRETE TO BE CLASS AJ, FOR PRECAST SEE SHEET ON SHALLOW FILLS. WHERE ENDWALLS ARE I' OR LESS BELOW SHOULDER M02. U G4WTHC TOP OF THE ENOWALL SHALL BE CONSTRUCTED PARALLEL TO THE E OF THE ROAD, 4. THIS STANDARD, TO BE USED WITH STRAIGHT CRDWF40S AND ALL SKEWS CO" TO 45), 9, %el CNAWER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURERS OPTION. S. WADWXI TO BE BEVELED IN ALL ARM EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWAI.L5 OCCUR. - - --------- STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 2311x141'-53`H`x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION TA BLE OF QUANTITIES ENDWALL FOR CIRCULAR PIPE L g5"H o6s%TCHH) TV SHOWN ON PLANS -to -OP, i DEPTH OF INLET (H) TO BE 90" ON PL*M 7. #4 X 81 SMOOTH DOWELS AT APPROXIMATELY 15. THIS AMA MAY BE EARTHEN, 94 WHICH CASE COVER OF 2", RIN-I 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 10. THE EXPANSION JOINT$ WILL APPLY ONLY TO 2. THE 11W1 DIMENSION THE STANDARDS (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) To ABUTTING CONCRETE TO PREVENT ALL OPENINGS By r CURB *0 GUTTER W= AM SPECIFIED ON WILL MIN OUT SETTLEMENT. �Sf IRFACE- LLFV, AM SPECIFIED ON THE PLANS WILL BE EASURED FROM THE INVERT OF THE OUTFALL CAST -114 MACE CONCRETE IS TQ BE CLASS A3 H, 16. CONC-RETE OUANWIES SHOWN AM FOR CPT14 PIPE �O THE TOP OF Af STRUCTURE. 1 12" c -c N' DIAMETER WEEP HOLE TO BE LOCATED TO VDOT STD, IS -1 51-21 WrIHOUTM�S. THE AwuNT By PM Be 000U010 TO PLAN 'N' O%Oiwm APPROXIMATE ONLY FOR EST]WAT14 PURPOSE'S AM THE ACTUAL IRAN SUBBASE MATERIAL. WEEP 24 L a kL0T(U WILL. IN EVERY CASE. BE 5,5 FOR ESTNATW PURPOSES AM THE ACTUAL 15 12"XIV PLASTIC HAWWAIRE CLUnfe 0.002 T S� FOR 111PLETS OF WMENSM SHALL THE 0. 39 OR CALVMIZED STEEL WIRF, MINI WW 1,1 01W33 DIFFERENT DEPTHS AM OR SOMACT 0.32 CONTRACTOR FROMHELDDIAVETER 3. 0.03', NUMBER 4 MESH HARDWARE !7�7% 390.50 384,60 CUBIC YARDS OF CONCRETE FOR EACH FoaT 21 TO HE SHAPED IN ACCCRDANiC� WITH STANDARD CLOTH ANCHORED FIRMLY TO THE OUTSIDE PROPOSED CURB. OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT 15 �1133111130 OF THE STRUCTURE. rtrft MATERKS ROCIDENTAL TO, THE SNAFING 6 TO BE TO BE SHAPED IN ACCORDANCE WITH STANDARD IF OPTION& CONSTRUCTION JOINT 3 USED TY IS 15 17, LENGTH OF ANGLE IRON AS SHOVN ON SHEET I IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN. 38900 OF 2 IS TO BE L+16" AT 4.10 IL8&/FT_ - - --------- STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 2311x141'-53`H`x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION TA BLE OF QUANTITIES STANDARD CURB DROP INLET 1211- 3011 PIPE: MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATM L11 SECTION A -A NOTES NOTES L g5"H o6s%TCHH) TV SHOWN ON PLANS -to -OP, i DEPTH OF INLET (H) TO BE 90" ON PL*M 7. #4 X 81 SMOOTH DOWELS AT APPROXIMATELY 15. THIS AMA MAY BE EARTHEN, 94 WHICH CASE COVER OF 2", RIN-I 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 10. THE EXPANSION JOINT$ WILL APPLY ONLY TO 2. THE 11W1 DIMENSION THE STANDARDS (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) To ABUTTING CONCRETE TO PREVENT ALL OPENINGS By r CURB *0 GUTTER W= AM SPECIFIED ON WILL MIN OUT SETTLEMENT. �Sf IRFACE- LLFV, AM SPECIFIED ON THE PLANS WILL BE EASURED FROM THE INVERT OF THE OUTFALL CAST -114 MACE CONCRETE IS TQ BE CLASS A3 H, 16. CONC-RETE OUANWIES SHOWN AM FOR CPT14 PIPE �O THE TOP OF Af STRUCTURE. 1 12" c -c N' DIAMETER WEEP HOLE TO BE LOCATED TO VDOT STD, IS -1 51-21 WrIHOUTM�S. THE AwuNT By PM Be 000U010 TO PLAN 'N' O%Oiwm APPROXIMATE ONLY FOR EST]WAT14 PURPOSE'S AM THE ACTUAL IRAN SUBBASE MATERIAL. WEEP 24 L a kL0T(U WILL. IN EVERY CASE. BE 5,5 FOR ESTNATW PURPOSES AM THE ACTUAL 15 12"XIV PLASTIC HAWWAIRE CLUnfe 0.002 T S� FOR 111PLETS OF WMENSM SHALL THE 0. 39 OR CALVMIZED STEEL WIRF, MINI WW 1,1 01W33 DIFFERENT DEPTHS AM OR SOMACT 0.32 CONTRACTOR FROMHELDDIAVETER 3. 0.03', NUMBER 4 MESH HARDWARE !7�7% 390.50 384,60 CUBIC YARDS OF CONCRETE FOR EACH FoaT 21 TO HE SHAPED IN ACCCRDANiC� WITH STANDARD CLOTH ANCHORED FIRMLY TO THE OUTSIDE PROPOSED CURB. OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT 15 6.63 OF THE STRUCTURE. DI -1 ISA 1A MATERKS ROCIDENTAL TO, THE SNAFING 6 TO BE TO BE SHAPED IN ACCORDANCE WITH STANDARD IF OPTION& CONSTRUCTION JOINT 3 USED TY IS 15 17, LENGTH OF ANGLE IRON AS SHOVN ON SHEET I IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN. 38900 OF 2 IS TO BE L+16" AT 4.10 IL8&/FT_ MATERIALS ICIDENTAL TO THE SHAVING IS TO BE IN THE EMT THE INVERT OF THE OUTFALL COVER OF 2". 3811.50 383,00 9181 0P 16-1 15 _2 INCLUDED IN THE BID P%CE FOR THE STRUCTURE. M FOR PLAIN VIEW Of INLET SEE STANDARD OH -J& 18. * DENOTES LENGTH OF ONE (II SIM. 110. ALL RENFORCING STE& TO BE CUT CLEM OF PREVENT STAND14 OR PONDING OF WATER 15. IN THE LWNT THE INVERT OF THE OUTFALL W ALL OPENINGS BY 2-. 10, ALL RE*fORCW BARS TO EIE*,,-u 4. PIPE IS HIGHER THAN THE BOTTOM OF THE *0 PLACING ALL kA%Z' INCIDEW CH) OR LONGER SLOT (L) INCREMENTS SHOWN V) STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE 19 TO HE CLASS A3 20. WHEN INLET IS USED IN 4�0' K BAC OF SHALL WITH CEMENT MORTAR TO CONCRETE NO STEEL DISPLACED BY PIPES MOB PSI). PRECAST CONCRETE IS TO BE 385,73 CWr INLET IS TO BE SHAPED RM TO PREVENT OWNO OR PONOM OF WATER 5. 4000 PSI. 15 PROPOSED CUFF, IN THE COST OF FUMPM STANDARD 9T-4, 19.0I ID MASTRUCTURE. ACING ALL MATERIALS INCIDENTAL TO t2, LENGTH OF SLOT U.) WMA 1N EVERY CASE. EE. 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. THE SHAPING IS TO BE INCLUDED IN THE 90 MR THS SEE SHEET 41 SHOWN ON PLANS, L11 ry PRICE FOR THE STRUCTURE. doth 7. '--SUbba" *4 X S' SMOOTH DOWELS AT APPROXOATELY 12" C -C TO BE PLACE13 IN ALL AREAS ADJACENT 19, FOR DESCRIPTION MD LOCATION OF DIMENSIION -7 1$, IF INLET IS CONSTRUCTED IN MEDIAN CURB OR L SEE SHEET 10000. W**P Hale. 6. STEPS ARE TO BE PROVIDED WHEN H IS 4* -D" WITH INTE IS 70 BE Sed Nate 8. NOTCH MAY BE PROVIDED. SEE STANDARD T-01-3,rT-01-� 4 FOR ALTERNATE DESIGN. 09 GREATER� FOR DETAILS SEE STANDARD ST -1 FOR ALL DETAILS. DIMENSIONS, AND ED MtCCCURS..,�TMR OWITT TM Lu 13. THIS ITEM MAY HE PRECAST OR CAST -IN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 0 STANDARD 01-34 38, 3C. DRAIN SLOME MATERIAL. Hy WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE 12"Xt2' PLASTIC HARDWARE 7CL.OIH MESH Li DETAILS SHM ON: STANDARD DRAWING DI -N& , L OR GALVANOM STEEL WIRE IMINIM WOE STANDARD CURB DROP INLET 1211- 3011 PIPE: MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATM L11 SECTION A -A 05 EW, C -C 11_ #5 Bar H *=h 00ow 1- 05 Ow "I oadl QtW"t* owm) SECTION THROUGH ELEVATION STANDARD CURB DROP INLET 1211 3011 PIPE: DEPTH (H) 81 TO 201 VIRGINIA DEPARTN"T Of M44KRTATION DRAINAGEDESCRIPTIONS NOTES No. L g5"H o6s%TCHH) TV SHOWN ON PLANS -to -OP, 0. ALL RMFCRMN0 STEM SHALL KWIE A WN. Curb I S MAXIMUM DEPTH FOR INLETS LESS TKM COMMENTS COVER OF 2", RIN-I W USE STAPNDaARD 01-3A. X 3C. 10. ALL RMFORCM STEEL TO BE CUT CLEAR OF INLET TYPE (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Vo Il, Q1 N ALL OPENINGS By r 2. THE PH" DIMENSION SHOWN ON THE STANDARDS MIN OUT I 1 1 �Sf IRFACE- LLFV, AM SPECIFIED ON THE PLANS WILL BE lt CAST -114 MACE CONCRETE IS TQ BE CLASS A3 H, *MD FROM THE INVERT OF THE OUTFALL 0.34 (ZOOG PS111, PRECAST CONCRETE IS TO BE 1 12" c -c THE TOP OF THE STRUCTURE PLAN PH- DIMENSIONS AM APPROXIMATi ONLY VDOT STD, IS -1 40DO PSL 15 FOR EST]WAT14 PURPOSE'S AM THE ACTUAL 12. L a kL0T(U WILL. IN EVERY CASE. BE 5,5 DMENSONS SHALL BE DETIERMINED BY THE 15 S%p 0.002 CONTRACTOR FROM FELD COMYX*IS. 1).15 0. 39 CG -6 1,1 01W33 0, WHEN INLET IS USED IN 4'MEDIAN D" Of 3. WHEN SPECIFIED ON THE PLANS THE 14VENT IS !7�7% 390.50 384,60 INLET IS TO BE SHAPED TO CONFORM WITH 21 TO HE SHAPED IN ACCCRDANiC� WITH STANDARD 0,14 PROPOSED CURB. O.t2 I5-1. THE COST OF FURNISHING AND PLACING ALL 6.63 0. 17 DI -1 ISA 1A MATERKS ROCIDENTAL TO, THE SNAFING 6 TO BE W IF OPTION& CONSTRUCTION JOINT 3 USED TY IS 15 INCLUDED IN THE 90 PRICE FOR THE STRUCTURE. -- ---- - ----- - - 38-4.50 83-00 '- ; 1.62% TO BE KEYED. ALL SPLICES IN BARS V TO HE 0,26 _0.87 38900 A MINUM OF 40 DfAMIETERS (20"L 4. IN THE EMT THE INVERT OF THE OUTFALL U_1 3811.50 383,00 9181 0P 16-1 15 _2 PPE IS HIGHER THAN THE ROTTON OF THE M FOR PLAIN VIEW Of INLET SEE STANDARD OH -J& _V) 2 STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO 39.3c. 9 PREVENT STAND14 OR PONDING OF WATER 15. QUANTITIES SHOWN ARE FOR IOWAN INLETS W IN THE STRWTVK, 6T OF F1111 4r OF EACH TYPE. FOR INLETS OF GREATER DEPTH 06 *0 PLACING ALL kA%Z' INCIDEW CH) OR LONGER SLOT (L) INCREMENTS SHOWN V) THE SHAPING IS TO 13E INCLUDED IN THE BID 1.2 1,86 • 41.O PER FOOT MUST BE ADOW THE AMOUNT OF 59 PRICE FOR THE STRUCTURE. Okfl CONCRETE NO STEEL DISPLACED BY PIPES 0.13 385,73 39633 MUST BE DEDUCTED TO OBTAIN TRUE WWM. 5. STEPS ARE REQUIRED, FOR DETALS SEE 15 1.51 jo,000, STANDARD 9T-4, 19.0I ID 17, FQ IN NUMBER REQU ED AND RAMOA 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 0 z CL MR THS SEE SHEET 41 -2 L11 ry < U doth 7. '--SUbba" *4 X S' SMOOTH DOWELS AT APPROXOATELY 12" C -C TO BE PLACE13 IN ALL AREAS ADJACENT 19, FOR DESCRIPTION MD LOCATION OF DIMENSIION -7 TO ABVTTINO CONGRETE TO PREVENT E L SEE SHEET 10000. W**P Hale. SETTLEMENT. N LIEU OF DOWELS A 2" X 4" U) Sed Nate 8. NOTCH MAY BE PROVIDED. SEE STANDARD T-01-3,rT-01-� 4 FOR ALTERNATE DESIGN. 19, FOR ALL DETAILS. DIMENSIONS, AND > Lu REWORCING STEEL ABOVE THIS UNE SEE S. 3- DIAMETER WEEP HOLE TO BE LOCATED TO 0 STANDARD 01-34 38, 3C. DRAIN SLOME MATERIAL. Hy WITH 22 12"Xt2' PLASTIC HARDWARE 7CL.OIH MESH Li , L OR GALVANOM STEEL WIRE IMINIM WOE LS Q) U) (0 DIAMETER 0"' "R 4 iaH- HARDWARE 2 > < CLOTH ANCHORgUIFIRMLY TO THE OUTSIDE Z, LL C11 OF THE STRUCTURE. Pipe ruti6 - OUT SCHEWLE OF XW (1) 0 C 0) BARS H: I BARS Hi BARS V Li > NO. x U) ILEN07H I NO, I LENGTH I NO.LIEN-M Ul 6 REQ D.1- 4 w-9D1L 0.70 1_RMD1 0.236 1 6.00 1 0t.35 404-11 1 V -*w I 39a6c' 9-6.9 0.01 0.0149 15 05 EW, C -C 11_ #5 Bar H *=h 00ow 1- 05 Ow "I oadl QtW"t* owm) SECTION THROUGH ELEVATION STANDARD CURB DROP INLET 1211 3011 PIPE: DEPTH (H) 81 TO 201 VIRGINIA DEPARTN"T Of M44KRTATION DRAINAGEDESCRIPTIONS STR.- PIPE INFORMATION INLETINFORMATION No. -61A. LENGTH* SLOPE INVERT [WERT JUNC110N LOSS Curb SLOT 1 RIM' COMMENTS INI-77 r \VAIER RIN-I STNI1(.)N 'Y)VII'ACI'Ul-11:V MATERIAL INLET TYPE (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Vo Il, Q1 N VN I Q0' Vi I Vi (in,) (ft.) MIN OUT I 1 1 �Sf IRFACE- LLFV, LENGTH ELEVATION n = 0.025 for CMP 6 0.70 4-000�)5 n = 0.013 for ROP 0.34 0.70 _3yp, DI -36 C('-6 .14 VDOT STD, IS -1 5 15 26.91 1.49% 391.00 390 60 RCP 5,5 I 92,81 15 4Di-313 0.002 0.79 1).15 0. 39 CG -6 1,1 01W33 VIDOT ST D, IS -1 3 15 77,99 J��7 !7�7% 390.50 384,60 RCP 21 N 0,14 O.t2 0.51 6.63 0. 17 DI -1 ISA 1A A 389.00 VOCT STD. IS -1 - 15 92.81 -- ---- - ----- - - 38-4.50 83-00 '- ; 1.62% - - --------- - ---- t R CP 0,26 _0.87 38900 .............. Design Storm Yeair to ME +05 405 140 _0111 - - - EM VDOT STD. EW 385 1 V OUT=383-00--/ 92.81 j_r 380 00 M M M MN '.t' d, 00 00 Co CO CO 00 M M M ro M M H 110 Ln rl ,.6 rsi c6 k6 rn M 00 a) 00 Cn M M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25 STR-6 -OUT I NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH ACCORDANCE WITH STANDARD SL --i AS FOUND IN OF 4' OR GREATER SHALL HAVE STEPS IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ACCORDANCE WITH STANDARD ST -3. AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. VERTICAL GRAPHIC SCALE 390 0 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 0 5 So 00 ( 1N FEET ) 1, inch. = 50 ('1,. PIPE DESIGN OUTLE"I'WAfER D,, Q 77- lir JUNC110N LOSS PFREMETFR (FI) A (ACRES) FINALI INI-77 r \VAIER RIN-I STNI1(.)N 'Y)VII'ACI'Ul-11:V .......... ....... . .......... ...... . ............... . ........... .. Inlet 21h! (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Vo Il, Q1 N VN I Q0' Vi I Vi II; 1ANGIJ: H,,, I4, I3 11,1 51 I� I 1 1 �Sf IRFACE- LLFV, ["LEV n = 0.025 for CMP 777 0.70 4-000�)5 n = 0.013 for ROP 0.34 0.70 0.24 1 0.24 6,00 635 1.5 391.00 1 .390.60 26.91 i 0,0149 15 7.9 4�9 5,5 I 92,81 15 115 0.002 0.79 1).15 0. 39 650 6,2 1 2A 390.50 84,60 77.99 0,07F 15 17.8 i 9,T . 7 -T - ------ - - - - -- - -- 21 N 0,14 O.t2 0.51 6.63 0. 17 3.1 2A 2.0 4.73 0.1 - - - --------- - - U) A 0 _t 0,26 _0.87 38900 CN 385,60 U) U_1 3811.50 383,00 9181 0P 16-1 15 _2 - 6,2 -7-51-- 0 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. VERTICAL GRAPHIC SCALE 390 0 2.5 5 10 20 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL GRAPHIC SCALE 0 5 So 00 ( 1N FEET ) 1, inch. = 50 ('1,. PIPE DESIGN OUTLE"I'WAfER D,, Q 77- lir JUNC110N LOSS PFREMETFR (FI) A (ACRES) FINALI INI-77 r \VAIER RIN-I STNI1(.)N 'Y)VII'ACI'Ul-11:V .......... ....... . .......... ...... . ............... . ........... .. Inlet 21h! (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Vo Il, Q1 N VN I Q0' Vi I Vi II; 1ANGIJ: H,,, I4, I3 11,1 51 I� I 1 1 �Sf IRFACE- LLFV, ["LEV n = 0.025 for CMP 777 0.70 4-000�)5 n = 0.013 for ROP 10 n = 0,01 for HDPE 6 11�1_ 1 -71 -1-4-58 Pipe L 034 ___--_0.70 I 6,. 50 _ 1.55 Hydrology 384,00 I 92,81 15 115 0.002 0,22 6 0.0 cIr 0 U Curb and Gutter V) CO LLJ z Inlet - - ----------- N _j 2A 2.0 4.73 0.1 0.02 56 0--ci-04, U) 0,04 0,26 3,'44.26 38900 CN 385,60 U) U_1 Ce Z _V) 2 L6 9 w W 06 L V) 1.5 1.2 1,86 • 41.O 0 01 59 0 Okfl 0.02 0.13 385,73 39633 E 391.0Q 2 6 1 1 15 1.51 jo,000, om I 19.0I ID BREHM W + 0 z CL -2 L11 ry 9 ? -7 E E 28 z U) U) 391,62 TC/40.25 < > Lu § 0 vity 2 LL 22 2 Li + LS Q) U) (0 0D 2 > < 1::100 CL Z, LL C11 CL Pipe ruti6 - OUT Lu (1) 0 C 0) + ne Li > x U) 3 V) Uz W Ul 6 :1 4 0,34 1 0.70 1 0.2x8 1 0.236 1 6.00 1 0t.35 1 1.51 1.51 019 391.001 39a6c' 9-6.9 0.01 0.0149 15 7.89 1 1 4�39 1 0.09 4024 4 2 0,19 0,79 0150 1 0.388 6.50 6.21 0.43 2,41 < 390-50 384.60 78.0 0.01 I 0.0757 15 17.77 9.91 0_13 401 2 OUT 0,14 0.87 0122 01.516 6.63 617 075 315 0A461 10k700 92.8 0.071 I 0.0162 15 8.22 619 0.25 402A 17csiall Yekr: 10 llroiecl: 13RIAR14'OOD It EC ARRA Joh 4, 22071 11rerim-ed bv: INLf"I OUTLE"I'WAfER D,, Q 77- lir JUNC110N LOSS PFREMETFR (FI) A (ACRES) FINALI INI-77 r \VAIER RIN-I STNI1(.)N 'Y)VII'ACI'Ul-11:V .......... ....... . .......... ...... . ............... . ........... .. Inlet 21h! (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Vo Il, Q1 N VN I Q0' Vi I Vi II; 1ANGIJ: H,,, I4, I3 11,1 51 I� I 1 1 �Sf IRFACE- LLFV, ["LEV 4.58 777 0.70 4-000�)5 10 WEIR FLOW 6 11�1_ 1 -71 -1-4-58 ... L 034 ___--_0.70 I 6,. 50 _ 1.55 2.S 384,00 I 92,81 15 115 0.002 0,22 6 0.0 cIr 0 U Curb and Gutter V) CO LLJ z Inlet - - ----------- N _j 2A 2.0 4.73 0.1 0.02 56 0--ci-04, U) 0,04 0,26 3,'44.26 38900 CN 385,60 U) U_1 Ce 0 A _V) 2 L6 a - w W 06 L V) 1.5 1.2 1,86 • 41.O 0 01 59 0 Okfl 0.02 0.13 385,73 39633 > 391.0Q 2 6 1 1 15 1.51 jo,000, om I 19.0I BREHM W + 0 z CL -2 ry 9 ? -7 0 - (1) 0 0 28 1 0 U) U) 391,62 TC/40.25 DROPINLET S Cy) Ln S]RUCt1,.jRE INLET 111 1,AIU-� A. PFREMETFR (FI) A (ACRES) DRAJN_AGE C 1 Ilz} (m) 1) (IN) 1_1 �Ow TYPI I z .......... ....... . .......... ...... . ............... . ........... .. Inlet Intensity 4.00 (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Curb and Gutter .......................................... .......... . . 6 Inlet 1.71 4.58 0,34 0.70 4-000�)5 10 WEIR FLOW 6 11�1_ 1 -71 -1-4-58 ... L 034 ___--_0.70 I 6,. 50 _ 1.55 2.S WE M FLOW 200 375 Ln 0 0 Ln U? rl:- rn CO 00 00 00 N rr) M rn M NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD & BRIDGE SPECIFICATION 303-04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C. COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8'x8'O.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE. I 11.90 CFS, . DL= 18" 2= 14.64 CFS, z ti V2= 2.51 FPS Vo 2.64 FPS; 0 D2= 1.26 FT D,o 1.36 FT GRASS DITCH 385 00 � (n l0 't rq � (3) rq � rM C�r, � 00 M *:- f NU? C� Nr�l r! N rq rq r`1 ri 1i rq ri ri H rl ri 00 00 00 00 00 00 00 00 00 00 00 00 ry) M rIn ry) M M M ry) M M ry) rn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 DITCH TO SWM 79M 375 1 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Cy) Ln z .......... ....... . .......... ...... . ............... . ........... .. Inlet Intensity 4.00 (intensity is 4 in/hr for spread, and 6,5 iri/hr for capacity and depth) Curb and Gutter .......................................... .......... . . Inlet C14 0 Mannings Coefficient, n is O.013 ................. U 11�1_ 0 CY) Uj CA0 InI cIr 0 U Curb and Gutter V) CO LLJ z Inlet - - ----------- N _j 0 0 < tR CF) (N U) U3 fn CN Ce U) U_1 Ce _V) 2 L6 a - w W 06 L V) Uj Ti5 z 2 cL tie > 9 ? < 0 - (1) 0 0 ry U) U) 0 < > Lu § 0 vity 2 22 2 -0 + 0 Q) U) (0 0D 2 _T < 1::100 CL Z, C11 LIJ Lu (1) 0 C 0) + ne Li > x U) 3 V) Uz W Ul U) :1 _j Ld Ci CD 5 _d5 4 388 12,0 019 1 0.79 1 0.150 0.98 0.00 0.98 0,0700_ 1 0,0200 1 2.0 1 0,0833 z 4 91 3,5192 0,'1466 14.41 1,16 1.00 CL > < :3793: V) __6...-.O 38B7t7 L", e6 Z�) (4) LTE a 0-0833 j 4 313 1 12-0 1 0,19 0,79 0,1466 0A461 10k700 O,0200 12-0 1 0,083$ 1 4J6 11.04 466 0, 1608 1 825 1 1.45 1,I O 45.60 10-001 Max. $Qread 811QWed R 7' 6 3B 14,0 0-34 O.70 0.238 0.95 0-00 _O 95 L 2,0 1 0.0833 1 4,1650 1 4.55 1 0.94 1 3-5192 1 0A4613 _0.1573 I( 0 0 0 Int"00 Max. spread allovied = 7' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture Is required at 6.5inihr INLETS ON GRADE, _DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6,5 in/hr for capacity and depth) Mannings Coefficient, n is 01.013 Cy) Ln z .......... ....... . .......... ...... . ............... . ........... .. Inlet Hydr I y_ Curb and Gutter .......................................... .......... . . Inlet C14 0 . .......... ................. U 11�1_ 0 CY) Uj CA0 U U V) CO LLJ z LU N _j 0 0 < tR CF) (N U) U3 fn CN Ce U) U_1 Ce _V) 2 L6 a - w W 06 L V) Uj Ti5 z 2 cL tie > 9 ? < 0 - (1) 0 0 ry U) U) < > Lu SO 3� 0 vity 2 22 + -0 0 Q) U) (0 171 _T < 1::100 CL Q) x C11 LIJ Lu (1) 0 C 0) ne Li > x U) 3 V) Uz W Ul U) :1 _j Ld Ci CD S 4 388 12,0 019 1 0.79 1 0.150 0.98 0.00 0.98 0,0700_ 1 0,0200 1 2.0 1 0,0833 z 4 91 3,5192 0,'1466 14.41 1,16 1.00 0.98 0.130 F_ __6...-.O 38B7t7 _0 4:8:[ �.34 -3 O 7 �2 1-55 qTt _T 0,020-0 1 2.0 0-0833 4 BG 3.5192 0,1466 0A461 13.01 1.08 1-00 1-55 11.04 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in1hr ,'YH 0 o � SCOTT R. COLLINS� 0 U Lic. No. 035791,�-_ 1��Als��IONAL Cy) Ln z CY) LIJ 2: 37 C14 0 U 11�1_ 0 CY) Uj CA0 U U V) CO LLJ z LU N _j 0 0 < W CF) (N U) U3 fn CN Ce U) U_1 Ce Uj a - w W 06 L V) Uj z cL tie > <U -0 C 0 Ld U) BREHM W 0 z CL ry < U 0 C-) 0 < 0 - (1) 0 0 ry U) U) < Lu 0 U_ -0 0 Q) U) (0 < 1::100 CL Q) x LIJ Lu (1) 0 C 0) ne (D Uz (,D:! E 13 0 Ul LjjIP .. q 2E 0 •0 LIJ neo _Y z Z_ C)z .0 F_ 0 LLJ Z A*Imw& _j _j 0 0 UP]O 0 00 ry0-6 (1) 0 � C: (D > 0 0 0 Int"00 x 0 IN V) C 0 C) LU V) U LU 0 LU E 0 0 JOB NO. 122071 SCALE 0 > AS SHOWN SHEET NO. V) 6 co Q) 11 A! A\ \1 A I _UTE_ WS --------_-- A PV� LIMFF�� OF Fi 3E _)E'FRMITIF PROJECT FING SHOW F DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2"x2' HARDWOOD STAKE Cl REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2' HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"n" HARDWOOD STAKES ALIGN AS SHOWN, FLAG WIRES WITH TOP OF STAKES COURVEY TAPE. REFER TO SPECS i =1 P FOR ADDITIONAL INFORMATION. 7. CORD FENCE AMENDED SOIL MIX 1.PnAR-� F=MULCH SAUCER AMENDED SOIL MIX _71 NCE —PLAITIC, FE;` -IDE COMPACTED SUBGRADE % CORRECT METHODS OF TREE FENCING 9. -9 1 1E1 _7EI I 1= Tree Planting and Staking Detail �0 v CUT AND REMOVE BURLAP FROM TOP ------ KI r%t Tini qr� 1,I -1130FBALL AS SHOWN 10. S 0 hi SCARIFY SUBSOIL TO 4" MIN. DEPTH Plant Legend COMPACTED SUBGRADE 2 OR 6 TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING SYM BOTANICAL NAME COMMON NAME SIZE CANOPY Po QR QUERCUS RUBRA NORTHERN RED OAK 2-1/2" cal. @ 6 LS LIQUIDAMBAR ST-YRACIFULA SWEETGUM 2-1/2" cal. 329 II@ PA @ 2-1/2" cal. 422 6 @ X submitted for approval. 0') 0 SYM BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY QR QUERCUS RUBRA NORTHERN RED OAK 2-1/2" cal. 541 6 LS LIQUIDAMBAR ST-YRACIFULA SWEETGUM 2-1/2" cal. 329 5 PA PLATANUS ACERIIFLORA LONDON PLANETREE 2-1/2" cal. 422 6 12. Evergreen Tree Planting Detail 13. NO A TREE PROTECTION AND PRESERVATION FENCING TREE CANOPY CALCULATION:: �12 DETAIL N.T.S. NOTE: STREET TREES PROVIDED 40'O.C. AND 5'-j-o'FROM PROPOSED UTILITIES. TOTAL TREE CANOPY REQUIREMENT: 20% OF PARCEL ACREAGE County of Albemarle w4p4w"qNlL Consellwation Plan Checklist — To be placed on Landscape Plans (I handbook, pp IR -284-111-297 for complete specifications) TH 0 Thi, following itents '11 be show" on tbe 'It I Trees to be,as ed, L inuts it cleanlig (outside driplitie of it c I bo sated); (1� L-1 Li o it and Ic Ile of p, I Lee it I v fllnliil�, H 0 Grade charges requiring live wells or walls SCOTT R. COLLINS��?, Proposed buclurn of Itirrielrug beyond the linuts of clearing. Q. 9 1 U (Lic. No. 035791 0 All rt.. to be saved be inatic-1with ii int oi ribbon ata lisiort clenily visible is equipirient operators. NO ",rdittag Iiutl begin until the t.ceejnaildng latsbeen inspected and approved by hlVeCtoj Pre -Construction Conferen- 1OTire presen+ahon and-proln':lion Hied. -utas shall he reviewed with tli.e cutrlract�,i Ou site. NAL .0l }Itn r c lm} nearing vcluc lar italic ands tort;e- of cens(ru<tiezuaatniafs inclvdmr sit shill not U� p.anulttd xitl• n th- driplincs c f trc:v -77 ti, I . s,, ed. Soil Erosion and Storanwater Detention Deviem U Such devices shrl not achromety affect trees to be save d, Fit": Toxic Nlate,Ials: i Tome materials shall not be stored within 100 feet it theInAric of trcos to b: saved. Protective Fencin to bc retained with Il 40 feet oC a popmed brildhig. orgriiiing activ'ttN= sbill be protected, by fieljciljg. Lu 0') a ILI > 'r— Z uj LU Tree W,fls: Cem x When the ground level mird be raised within the cripline of a. tree Lobe saved, a tree well shall be provided and a con. nudion detail X submitted for approval. 0') 0 C� CL u T- 1W.16: z 0 r U When I. le giuund level must be lowered Nvitain the (hipline a bee to tic saved, mite wall shalt be provided aitil a constructmi derail z uj f-indling and T ... lelinEt. U) a: V) 0 0 EJ Whe,, benching is nQqn,ecktit ,ut Ito inin, )f,jeming, h lra be doll—is bii hlvlas fiurii the tlwll.3 cFIsm3p,_;sIbIc. Turinchiiii IL) En U tinder a hirge, Lice stall be cimisideel as an altemilive when itis miciptted Itiat necessary trenching will destroy leedei roots, z Lu ii _j C in Ln ce Clea atilt: ZI Hntoclive fencing shall to the last ilem3 removed during the final cleanup. 0 C\j t-il Lu Dalluip d . Trees: C\j < o V) Damaged tree. shall ba tteatad immediately- by pawing, fe[tilization or other nwth, ds recommended by a tree speci:�list.Z < TE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE coNsuRvaio" U) ce > REQUIEEVIENTS. 1111110111111 2 TOTAL PARKING LOTTREES REQUIRED: TOTAL ACREAGE OF PARCEL: ig.87 ACRES OWNERSIC 2LS PARKING SPACES: 24 TOTAL EXISTING TREE CANOPY TO REMAIN: 10.7 ACRES (MINIUMUM) # TREES REQ'D (i./io) 3 EXISTING PROVIDED CANOPY: 54% (TREE CANOPY REQUIREMENT COWRACY HAS BEEN MET WITH EXISTING TREE CANOPY ONSITE) # TREES PROVIDED: 4 I'M 0 *WA*WMWMWW _FY -FYP.) PROPER BOUNDARY( 2 Q if A z 0 _7 49 01(� '0 Z, Z Z_ @ PROPOSED 20' UNDISTURBED BUFFER EXISTING TREELINE (TVP.} @ 2 LS_ —EXISTING ioo-YEAR FLOODPLAIN D PICNIC AREA----, no -I- - I - . . . - % PROPOSE .`W;t1A r URE -rinki CACCKAcKrr PROPOSED 20"UNDISTURBED BUFFER -1/-.- . I _DDnbncr:r% rnKicI=D%1A (DATE) (DATE) ]so Lu 0') a ILI > 'r— ;7 uj Cem 5/1j06 Page I of I ]so Lu 0') 'r— ;7 co CY) 0') C� CL uj V) 0 C "i C\j C\j < o V) < > U, LLJ >WW < 06 uj u_j _j L9 rylo 0 0 0 < to < 3 Er) C7 0 z 0 to V, Q) x LLJ (1) O W u E 0 Jo CD Cr L_j WLij z C) CDC: z 0 LLJ 0 ul 0 _j _1 I 0 0 C) (.) 0 0 < V) 10 :3 c 0 .2 10 C\j LLJ x — V) I O 0 LU 0 W let E 0 LLI uj in JOB NO. O 122071 -2 2 0 V) 6 to SCALE .� cn 1"=30' > SHEET NO. a Q) 0 7