Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUB201900030 Plat Preliminary Plat 2019-04-19
Alu:t 1 06- Ilion VICIY MAP SCALE: 1" V F A• i �+► GENERAL ,COTES OWNER: TMP 45-112F1 & TMP 45-112F2 TMP 45-84A & 45-85 BERKMAR DEVELOPMENT LLC FAULCONER CONST. CO INC & 2496 OLD IVY ROAD COMMONWEALTH OF VA c/a VD0T CHARLOTTESWLLE, VA 22903 PO BOX 7706 CHARLOTTESV ILLE VA, 22906 DEVELOPER: BERKMARK DEVELOPMENT LLC 2496 OLD IVY ROAD PRELIMINARY SITE PLAN'AND SUBDIVISION PLAT CHARLOTTESV ILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP Na: 04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, cal 04500-00-00-0112F2 TOTAL AREA: TMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES TMP 45-55. 0. 777 ACRES TMP 45-112F2. O. 538 ACRES TOTAL ACREAGE.• 8.775 ACRES ZONING. • R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY PROPOSED USE. 71 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS DENSITY ALLOWABLE BY -RIGHT DENSITY 6 DUTAC PROPOSED DENSITY 8.778 ACRES x 6 UNITS f ACRE = 52 UNITS ALLOWED BONUS DENSITY- AFFORDABLE HOUSING (UP TO 3OX INCREASE) & TREE PRESERVATION (8) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 52 UNITS BY -RIGHT + (8) AFFORDABLE UNITS + (8) ADDITIONAL MARKET RATE UNITS JOX-19X TREE PRESERVATION IS PROPOSED FOR A 5X BONUS DENSITY INCREASE 8.778 ACRES x 6 DUA x 5X BONUS INCREASE = 55 UNITS + 16 UNITS = 71 UNITS TOTAL PROPOSED DENSITY- 71 UNITS (8.088 DWELLING UNITSIACRE) O DABLE HOUSING: 30X INC DENSITY INCREASE FOR AFFORDABLE EASE R f,7 1, BONUS D 2. BONUS DENSITY INCREASE FOR TREE PRESERVA TION: 5X INCREASE OPEN SPACE- OPEN SPACE REQUIRED CLUSTER DEVELOPMENT 25X = 2.19 AC' TOTAL Q ( ) TOTAL OPEN SPACE PROPOSED. = 2.60 ACRES 29.6X OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR TIME COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A - - 0.24 AC OPEN SPACE E = 0,28 AC OPEN SPACE B = a26 AC OPEN SPACE F = a06 AC 0.68 A C OPEN SPACE G = 0.68 AC OPEN SPACE C = OPEN SPACE D = 0.40 AC PEN SPACE = 2.60 AC TOTAL O TREE PRESERVA TIOM 10X MINIMUM = .878 ACRES TOTAL TREE PRESERVATION REQUIRED0 C ( ) TOTAL TREE PRESERVATION PROVIDED = 0.89 ACRES (WITHIN AREAS #1 THRU 17) PRESERVEDIMANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN 774E LIMITS OF THE PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON TIME PROPERTY AND SHOWN ON THE EXISTING COND177ONS PLAN SHEET. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT- 5' MINIMUM (18' MINIMUM FROM RfW OR EDGE OF SIDEWALK To GARAGE) AND 25'MAXIMUM SIDE. NONE - MIN. 10 BUILDING SEPARA T70N REAR. 20 MINIMUM SUBDIVISION STREETS. CURB & GUTTER WATERSHED: SOUTHFORK RIYANNA RIVER WA7I=RSHED AGRICULTURALI FORESTAL DISTRICT NONE TOPO &SURVEY TOPOGRAPHY PROVDED BY ROUDABUSH GALEASSOCIATES,JUNE 2018 THE BOUNDARY LINE INFORMA77ON IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. DA TUM: NAD 83 EXISTING VEGETATION. ION. PAR77ALL Y WOODED (IMP 45-112F1 &45-112F2 ARE WOODED & TMP 45-84A&45-85 HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE) LIGHTING: NO LIGHTING 1S PROPOSED PARKING: S 142 OFF-STREET PARKING SPACES REQUIRED 71 SFA UNIT MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE - TOTAL PARKING PROVIDED: 142 OFF-STREET PARKING SPACES E GUEST SPACES• 1 SPACE PER 4 UNITS = 18 SPACES REQUIRED - TREET PARKING = 18 SPACE'S PROVIDED GUEST PARKINGSPACES (ON -STREET t PHASING. LOPED WITHIN t PHASE 7741 ALL 8E DEVELOPED S PROPERTY SHALL BUILDING SITES.- - COMPLIES WITH THE PARCELS 1 68 EACH CONTAIN A BUILDING Sl TE THAT REQUIREMENTS OF SECTION 4,2,1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.. BURIAL SITES• ES WERE FOUND DURING FIELD IN VES77GA T70N OF THE SITEE THESE TWO CEMETERIES D BY DARB Y O DONNELL' LLC IN CEMETERIES WERE FIELD VERIFIED AND DELINEATE W PERFORMED AROUND THESE CEMETERIES F XPLORATTON AS NOVEMBER 2018 FIELD E S THE FINAL LIMITS OF THE 5 PLAN REFLECT T DHR AND THIS 1 SITE KITH A PERMIT FROM 7FR FINAL CEMETERYREPORTS WERE SENT TO DNR IN 2 CEMETERIES ONSIIE' THE ESTABLISHING THE LIMITS OF THE CEMETERIES CEMBER 2018 IDENTIFYING DE AND ESTAB AS CURRENTLYSHOWN ON THIS SITE PLAN. STREAM BUFFERS: PROPERTIES OR WITHIN 'THE LIMITS OF NO STREAM BUFFERS ON THESE PROP NO ARE THIS PROJECT AREAN. FLOODPLAIN- THIS PROPERTY1S NOT IN A FLO ODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY 1S NOT LOCATED WI THIN A DAM INUNDA 77ON ZONE. RETAINING WALLS: i AT THE LOCA ON OF 774E ONE RETAINING WALL IS PROPOSED WITH THE DEVELOPMENTI7 PROPOSED STORMWA7ER MANAGEMENT FACILITY. LANDSCAPING. N NEIGHBORHOOD STREETS' IN ACCORDANCE STREET TREES ARE PROPOSED ALONG 771E NEIGH NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WI THIN SECTON 32. Z 9 OF THE COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINIAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE IPROWDED ALONG THE PUBLIC STREET' 40' O.C. IN ACCORDANCE WITH VOOT AND ALBS. CO. STANDARDS TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: REQUIRED RECREATIONAL AREA: 71 UNITS x 200 SF = 14,200 SF PROPOSED 29,62 SF (0.68 AC) INCLUDING (1) TOT LOT & (1) RECREATION FIELD TOT LOT AREA SHALL INCLUDE THE FOLLOWING: ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE WITH TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES RECREA 77ONAL PLA }'FIELD OPEN SPACE.• STREAM BUFFER OPEN SPACE. NIA RECREATION AREA OPEN SPACE. 29,620 SF (0.68 AC) STORMWA TER POND OPEN SPACE, 38, 33O SF (0.68 AC) OPEN SPACE. 54,115 SF (1.24 AC) TOTAL OPEN SPACE: 113,256 SF (260 AC) OFFS17E EASEMENT- ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, OR WITHIN EXIS77NG EASEMENTS.. NO OFFSITE EASEMENTS ARE PROPOSED NTH THIS DEVELOPMENT. NOTES: 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. RICE DISTRICT - ALBEMARLE COUNTY VIRGINIA x _ _ - ,., _ _.___� 111_ il / �1: � .,�, - y ,_._.._.... a a M __�____,_ _•:,ESTES, ISABEL T IMP 45-76D _j ( , ___" '___ `--•w _ � '- 308 PG 388 BR�ND628 PG f28B t � f , �t„ xi .- ,_.. a ,--_,-_.-__.� . e n w-y...y-: , a w p, v a . �'_ ^ _, t }� d� . a . ::":�: a a . .a p m. ® s �^"•',--- ,.a,.,. -, __^...,� f'•', (jr y,/ w �ry , 45-84 & 45-84A2' :::: ` ° •, a m > $ e . s .... a m m > n = .,. . ' _ ,-� ! Sr�NC� t `f .r__, maa ..a IMONWEALTH OF VIRO'INM , m : ® .. » = a . > . �"K > .. . ,.._'. / - �`O ERS�CTjN RE = r) m. �, 111 RIGHT OF WAY SECTION .. m ::: , a m m ; :: x ::: ID : :'.:„ , a , , . a•.. s -_ °°g�RN °!y Wir St e ` / ^~ ., ` i ..�. ,_a_b DB 1821 PG 605 r.0.:: m ' ' _1. , :' r / `'` > : A j , :. g. a , . ' m „ v Lam,°_ry Q c°URr_ '' '`� l „, a , m a- J �. ... _A " ^-_ / •,� H TREE "' ' : \ ,-,t ., : a .: = c : a : , . .-.. + ��,.. .,,,... - "- _ f � ,,11 , PRESERVATION `A''//" i� �",_.` .> . m-; _a 11 f AREA#5 . ". LQTg . `..,,{ .. : m '� m'z""w `- ---_ - TMP 45-76 r rip a.15 ACRES ry� I � . ' > _ ' = a „ _ ,... WEBER, LEWIS A` LIVING TRUST° / 90 LOT PEN SPACE � a : • • v, � DB 4998 ., `, Ofl.z4ACRESA 1 �w4'Y: PG j ti l J 1, I - . " ` .. :.: I 70... " ti =a 1r. t r �. `� t ::,. OTC �', m �./I --- R r �4 ..`. -- 0 a r�p• in ! yit : - a s 9 :,.. a f` 1� j �v : ate„ .r 1 i . .• . v J . ,,;, , >, ``^-� :.. , - , ° ... - . . • ' .� ... . `�: �•-,, TMP 45-76B t � � �H C) �- , 1, L..,.. ,.-;.. <,. • ::..; , . ,- ° . f-_ ."�.� m f + r--r r-r i J r f ,. ,t'=::. � �,a .�� JOHNST©N, JAeOBA xAY' , ,` su to � o • r bmitt�l T e a m . m P �:': DB 3677 P G 444 If �. ° LU COT .^,��t';":"~.�. 5 t �v ry `. m a 7 �': Reviewed t d/ eLV d w d l• v e �, ec the PR S RVA PW I �. / ,,;gym -�,. r - C . om m u --'1ki > a niUj e (�ce e v n am I -� tY t iJen�}rimen L T ?q LOT` 4 I{ O 3' �% a F. . D o _ p X� Y � A RE C S �"``�" _ w u � 9 LO i " .r-. T �' 4N i 5 y`'_ S' - J 1° <' J 1 t _ r J r.. .. ce . Pi I _ Y a "� t l�::'':; OT 6. a., r L 1 e m ti. i J ' �.° �� a .. - .. y;� : . m LC1 a J T 7 f IMP 45 75 9 LOT � .t ,7 ---- - _ „... J d� r f ��. r ! -. J". �., IiYEBER LETYIS A LIMN TRUST .> ti. �� 5..., A LOT�B'� r' -� .., > , I / J 4 r D �-•�_• B 4998 PG 3 W ice-tC9Ii►s�' ro t ,. u > d �, ` ' w OT i7a r` -, � r J L � f i r. ,` j/ ! a a i� t", � lit, ti. S �; .' : .aim u L T O o ff?d / I t d'_ f t J a / /Jfj , �f //f a . . m . ,.ease �', � , �c f r a� N° f °LOT'2i T � � t. J--,, h . r -sl `-� ., • -.--. �.r . s `LOT 2a. � . a � , •� P J' J,�,,.,,. ...... � / r - �. , q./ f' :. 'fr' .,.L -- , � a r', e' a , . s� r • f*g ' �, f r �„•'• .LO.Tz t r 11 r i-yj 3 � , '\ l ate° �t .�`@A---tea- ,r.° i 1/1� io r. a.aem. , w� e - r< a 11-1 J� m x g / ° \ � T -... {may i T A k J �v` L 6:C7 ky,�y,l t/�r'�}�5�] I EN i LOT.. Type i' J 'r o LOT.z �� t r-'�'-"° gY • b th e Approved n A o a ` Rev iewed arid > 8' a � a `r. f 5 ao6 ACRES � �. I /� a C r � a I<N�P r'`� ,n� a 7 rfr , ' mmuni Dev�lo e L T'L Co 0 z :. M ., EXISTING t �- OT �r, J I'`��n'': : L °R'E \ a �' . a x `i d s LOT z t CEMETERY w I s., '_'*s;. `�� °` :..?. � 1 � ,,, 4 _ _. 1..��..,._.. -, - g J � r 31 - t - 9 { ._ c, s Q 7. �M1 , ! G / L."T . x J J O zb b �P' "ti w, : •.� 'fir" a.... �_. XISTIN ON T <a.'. h:. s :, W ,-4 J J `- 0 CD - I EMETE Y 7. . - - J 1 PARKING SPACES 3.•:� ..'° \ ' 2 k. 4 pr ,l = O n� � 'a, 9 'xi8' TYP y .:. "� OPEN SPA E E s,, "�" r r� I 'w ® m w t � s a L .2 ARE �- al o $ C S . TREE' t i TREE \ } �---- Y r -- ! r. . - RESE VA ION '� � P R T . m kl-- r �.� PRESERVATIfl : �S, -s LO 6 �. ° -R T '' ` # x i �°M1:. o . ° AREA # _ v 3 AREA #6 • € I. °V aam .:. } `°%: S r ° a.ma ..m,m�. .;... a . I L.� I #,. ��"•.,`"d-. . ,. /a \. t •`t4 Bi.10 ACRES '-.'.,,,,` o.o ACRES { I CJ /.. ` ''�` 4 x: $. r �: ' 6 1 } r . L` T e. � m . I �'`f ` S% -,,, mb ae.,.,m= 3 � �_, �, . Ct \, - r "I I m. tq FCFC` y I �.. I >-r r' d ._ ` O. °2 . L T i 9.. �. 1° r. I°. I� ' •° LC7 62 �� t ';. ;1= ' L T� , S / i ,j� !. i i ti'. _� .' x 1 i ®_ ' .. r PROPOSED TOT 10T° o -- { . r':�' ,,�^ '.�r. " .:z.' • : TMP 45 82 � } �" s LOT O E a > LOT AREA '',, l(ARILYNNE UNDINE HUNT DENSYE BROWN � � , •: • \,N BROWN, - LOT 6& � �, ., I°`"• a: `' I • i. t:. § } 1 ', l "t ° ` P. _' ;. �`{j{ (3,oa 5F MIN) :.q': � � EBONY CARTER � i 1 r L' . e a n . i z M � f mt . i ' `I : { •,; LOT . i ' %?� � i DB 5002 PG 606 TREE mm I 3 11 9. ., I 4 i k.. y -f- I y 11 PRESERVATION _ l - r ' �` I• 3 6I1 `: r S L Tfi fl o°• LoT s R ,� r A EA # i 7 E. ARRIM f 11 `"''' '` "; � "� , , '.mama a -S . i o.o ACRES i J: t": . i' 7 r ° a: w _ _ _ n _ I i___A , �r _ - '.r ' _ _ R TO BE EXTENDED t �. 1VN .r l }.` - f \ _ u� y 4 / TO PROPERTY LINE FOR co E \° r .S_w, _•- ; . .' - ;�. i.° : OPEN SPACE G r::r 1; i' . FUTURE ROADWAY ,It "t "'� b �''•': a 0.68 ACRES �,` :> CONNECTION ! L 68 Q T C` { r i. 1: i t.__j 1� 1� I .. ' ' .1 N � I IMP 45-86A 1 tti -1.`. } i ONST .. i 1: INIA , OF YIRG a. 1 ° t EALTH LOT. COMbfON3V - ____ W 0) N F i�''' t [ 4 t s _ PARK ING _ KIN P •- LOT.5 ACES � ° 1 ' a�, fn `° ri. 9 SIGN I ; � ~--., DIVISION OF WAY ( . -� :: RIGHT BLD ia' IN. M G ¢ �- L l� / ri:. EP - -. S ARATION - 'i C'\I t. PG 24 '�,: ,f S B204 fi ta~ . \ 2 .O L ' w '. t 5 i' S•- rv. I 1 1" i a'. r I. 1 ti. r• x>� . - . 41. _ :1:� I jai- o Q t,I W tl 7. i• i a t ' . �o t s; {= } t i' 1 '..fit F` ° tr �^i I �r. 2 a,C'•' 57' t. :} p '', y� , _. ;, r. k '.y 1 i� t , �� IMP 45 82A R TO BE EXTENDED` i 1W x g_.--w. 4 �. I..�:I t. :L _ �- , . . N F THIRD MESA LLC f -c . O PROPERTY LINE FOR "t -°`�� ° - T P f 3 °T. ,.2 - DB 4841 PG 138 FUTURE ROADWAY O t :: �2 } �` t. R i i o 0 R. __ I °e R a �' ry ONNE T _ t C C ION 5. �� D r 4' _ _ �%I r' l'.'` { a- 1 -x• 7 � t " 7 . �s 7 'r I +. 5,; 4 1 r . ' 411 :. r. R i - a• r° ;"'� ".�-°.,.'• LOT 33 €n -- , 4 t I t h � r t R • Y:• S11 4 O }; i ^� ` ✓ �° i � 1 sr t` Wit: -- ,� "`- t 1 - ° .1; `s a. s:Y r t _t3 OT i L -: +. S :r '''= 34 t 1 I r t t i y t 1 t j Y t is t { 4° � L N " .:."", �' Via' r s TMP 45 8 1 r'. Le" LOT ° i 35° �t 1 r,. t LOT"8 l; N THIRD MESA LLC .LOT° 3. t. ,t _ t >1 39� - t _ DB 4841 PG 138 i' ° Z L T t IO o GRAPHIC AL E 4 4 r � f• ': . ___3, 1, I i L OT." 1` t. I t {} 1 4. } r. t i -'s t _ I . 4 a 6 t 3. CiT i' /\ � / I \ I 1 8 16fl 1 40 ,'� - a t I Jr is 1 t �y t' i 1 s t f ! L t LtiT A�. 43 "'i 1� t r.• x0 i 11 ° \ W 1 - c�� a Y0 1 { Lam, i t } t LOT.44 . t. 1 SE L.OT. i - r't RFA N' I. 37, i "`t 4 i OT I i 2 L t` , 4 1 N 3' 5 { i _ 1 { •LOT 6 0 � 4 "r` t 1 3' i 1. i �i: l.^ t o. _ L T FEET _ IN �- - 47 Ct 8 t L T. { } � 4 1 1 S t 4 i 0 T ,; L s } LOT° a 49 1 ' 1 K .�-- "" - 40 LOT . a 5 1_,_. 1 inch ft. 5 . t. ° L bT z 1 T 5 O t t L , .. "° "�. as t LOe- - \ \ I ��. L ' ' 1.T.'S5 °LOT 54 1 i ' t, 1 1 ��a . a . ® .x �, t m11 l° t Jl ,� �` SEPARATION r:`:': � =,eam. -� � m �l „ , : °ice S mJC •/UV , \ ", Ul s _ qea. � Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN z EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 LAYOUT & UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 TYPICAL SECTIONS, NOTES, & DETAILS ttFr ., I I I ry....�im a :3. 'ma®. _r , .m $A � e. i..l..l I 1 so' MIN. BL L__,�.,a..,-.°_.. -V .. .. ," �1 , f:: I- x = _ „ . . a ::' __L 5 EPARATIO �r 3„ a=a= = m as a .,. OPEN SPACE D d j� P i �� C aa._ ,am _� am., m. C emfl . x _., ___-._.,°,_ �,, 0.4o ACRES .�' H . „ . a . . , . . : °r" �/� -.. s . . �- .. . _ - a, "gym::m:::::,,.xm.:`E _ .:m '" fi ,` : ."- a . v.'`E""2•+.,�esvm.,.v:r+"'A��n . a r xi x m. a. f 10 • a _ w n .. . r� ATION' E . ... - PIES R i /P ° . _ I=. . . a . a <..a. .> .. ,-�:,, ,ARE�y,Ay..:.#yyz,,,,.. ..... . . .... , :.:::,:::_'�:::_ . . > a :� m . a 6.{i !',L•A� > ' •?�' a . . a . n v,*+'""' ?.� d a a . y. TMP45-66 ' ay' ::. a:amm:a:.:::, :. .: �j ` F g'.:, mm.. IMP 45-112F .. . , .. . -, . N �e m N F ALBEMARLE SOCIETY FOR THE a , a , .,'.-..: PREVENTION OF CRUELTY TO ANIMALS INC NF FOUNDATIONS LLC m . ®, ®: , ' ; , g a ` ' ' "" ' +,'.':':: DB 2096 PG 111 t ry C/O FOUNDATIONS CHILD a ; ., a ; :: " "' . " *" . .. - ., " j t DEVELOPMENT . ^ = a : I`', t- DB 2834 PG 14%4a m ° • r. ..... � _ 1 Z E,0, Fr wwx I w w z CD z Ld z J J 0 ~ 0 _ V) C 0 U m .` rn rn m a X V D 0 -C U U V) C 0 . U m _ 0 U 0 0 _ 0 C 0 U F L +a C 0 U 0 _Q U 1 E 0 Lr C 9 -0 5 Gi > 15 D 0 > Ql O 0 0 P__f s ,v - 1 0 1 0 ra P-1 >s A _ 0 0 a) D a, 0 _ 0 Z = _0 = Q d _ - F_�'q -0a ■ a 0 1-i Lij 0 _ C I U 7 0 a P-1 0_a o _ 1--_i o E Uj C 0 ca z w w I z 0 z 0 K Z '✓ 0 0 (/� c� � 0 L LU o s_ a 0) > U X 5 s N a u _ 0 U 0 w L -0 � i f�_ V) � a JOB NO. v0i 182152 SCALE o fi, 0 _ 0 CL SHEET NO, ru v) I = a- MON? i-;-A SCOTT R. COUINSZ No. 35791 ZONAL z 0 ti OJ O 47 z0 E < L 0 C—le x � 6 -c U) LU U) 0 > > uj LLI c c c cr F- c LU —1 Ch CD c C! L9 CL zCIO O cr) CL D CL CY CN c:) w w C14 C', V 0 z z c/) Z 0 MEMEM > L.0 C z 0 L9Li 0 0 i z ln� U ce- < z D 0 z wC) U) 0 ui x E UlLU U) rtlo Lli 9 L.Liz L LI 0 z LLj 0 V) z U) 0 0 F- 0 ui LUCL >CL 0 0 E LU 6 0 Lu E3 uj fn 1.2 JOB NO. 182152 SCALE Is 1 �® 401 ca SHEET N61 2 �y-.: _ - ., TMP 45-76A , ' �` f �r _ -� ` ^ r -. \ ,r �- _., / ,._ k' ' - _ ISABEL T r TMP 45-76D r ! f __ ESTES ' 1 a i " , ' ~ - � ` -- DB 308 PG 386 BRANDT, JOHN E B r` r r { h . r, _ _ - - _. r� DB 628 PG 128 _ ff - _ _: __ \\ ... a a i--. k, t. m a a k m ,y,. m m ;�,.-,._e, s xi ""_""m"`^•...,.....,., 1'�' �`�'^...� rr _.. fr Y rr,._ '�-,. -""r-..,,,,ate` ^-.�� A t �tl' f I m m R m a a a ¢ x x n a a a, n m w cg..xi '''1-yr_, ¢ a 'i"'res `"---� ,- "^.. ,-__ � A�, / ©fS �,.F`'""^.,,., "�` / \ TMP 45-84 & 45-84A2 d��mbra �mam' n�amffi, �' - _ --_ -. ►V f f ~n m u a k m # . - �� �, x b - - � �-� ��NT RS Tfl N�,qR�' / "N1 �, NOTE: MILL & OVERLAY EXISTING m ... .x 1. NjF COMMONWEALTH OF VIRGINIAm.xxmk�amna �� naa¢m Dada. %;z;m ate_ -- -,_. / d R n a ¢ . x ¢ . m ., n y . ¢ m m a m m m ; �, ,_� J, _ - � fl1?g�R f0 �fT 5T PAVEMENT AT PROPOSED ENTRANCE TO t , f CIO VDOT RIGHT OF WAY SECTION � i ::min ... ¢ .. a ..... G _ O f xi d a -_ , a _� C h► THE CEN ERLINEOFTHE EXISTING ROAD f r f m & is m a s. a s. a se a a. a rx R: ffi :y a& n a a `^--'^.-, �'•. ! f H U / DB f82f PG 605 mau.,.dmxa � m�.xa, ,xi OIS„� mY _,_fp t cu _R � 7 0' :` �`� y a f' a m b k S N w y ffi x a a N \ ,jT i "'� �...<�, t -`'`-c-°!-..a m n n a �. a s a a xi m "'a a "�� � a a m a a' �.,,...,,,�, _, ...w _ t� 1 x r, �., u�, �;�.. XISTING FIRE HYDRANT # `�.,� 11 TREE m . �,,"' 4'< `� d n x b m . # �. A m d N ,1-�_ �"- TIE -INTO EXISTING ` ��` 9O 4d :,,f f PRESERVATION ;�� a;.� ' � `` ,. $" * i . m n m .: n m . n . ffi ffi m ¢ :. -,_ h� 8"QIWATERLINE / f e y ' . ' . `•-'4.,�,,,_i" a"""�,a.,-'ii�• "�' ., o a, a '' a'� �! m x oa� �''`' �;�"'�-.......,,,,, ... ...... j`-�,;c_ ' f r r AREA #5 d{ �, LOT g . m in x & k n a m m . m 4,-�; " * :. f WEBS L TAP 46-76 G TRU . \\ a.s ACRES { ~ a a ffi » m m . n x a '��''......... •4.. R, EWIS A EIVIN STf, f ># -,°-, ^ _ . x m . ____--,_ � DB 4998 PG 441 ' e' OPEN SPACE A .. d a -� ,. LOT 8' f - { 0.24 ACRES , b m � t \ _� ,„ , S44' r' ` i '+ �`'�, -' - ` I PROPOSEQ (FIRE HYQRANTF i TM~ . ,� I . ' , :, ,� �, .,..-.-,_Y ,, ... - _--� / \ y, • " t `' 7' \ ASSEMBLY P. �,1 .1 ,.jl-'.. :4-. ____ o XISTING 8" DI WATER 'f11 Jj �/ Y,` ��` - 'LOT I _ 11 �, ,\ ti . • ;,� . �' R :. ' _ �,,; STREET T SIGN {TYP.�� .. �°.. 1, ' I ' ' ' ' _ ,,,-�- _; ````-''� G7� ..�`"-�..� ° LAY EXISTING \ . �.. a xa / ,` - .. ¢ d n a .. r '- '' PAVEMENT AT PROPOSED ENTRANCE TO �--_ ROAD +1, - -, / � - 1 �" ,' . '.l : 'r ) i'LflT.�o PROPOSED 8'I CL. 2 DI WATERLINE i:. ' `r r ,� . m ¢ �:7, � x ffi m - , O4 '` o ` �'a THE CENTERLINE HE r� t 11 5 d xi ' �'O RLI OFT E ISTING " a a t \. ' - � . LOT n . r t ?. �.. �-._� d a a . a m A'�_ �r o,q - l r I 1ti .. / / ,,� , ,", � f ., r '. '/ '•¢. 'III' . . -. „_. - .1, �` " - f , ./ . , i x ¢ m r y r t 'l o ,. x x -m �. a ¢ - �. r T. �' p.. - 1 �, LOT 13' . p,, - rsa m m '- f } It. tm jj// f ., + t ,...-,>_ ,.`* ' 'ti. " , ' ' #1. �\ ! t ' -r ill ' , • ,✓ t k m �- _) ,., .,,s i „x '"4�..`Y- _ ! t' ,,., t r -_ , �.., , a:: �`,.{ ( . ,j itRa m R m a x s m m ,, !11 li t �I,. d�m¢a.m TMP 45 76B f P'.' f� m,.�da ° �. I - 'rr _ I � ` � pper' `'a � f `--°� a m ffi 1 �. � ^� /f F � / , . ♦ bi r.: T . 1 7-." p' -� m a '` - `ir.' :w ,*,: a "}"1 r a,,, .""' '"`" „W . ".,�, f 'L-�'':t:.::: •' '}''" t .-a PROPOSED2o SANITARY'.' • , f '.-- ,�,.. ""~'-^. `�--�..�_ `'..,,'-^�. , JOHNSTON, JACOBA KAY �, ': ry : , rM :: III `••�., t „>Q J. ai a o x ffi d nt'..n.'�¢ .,,,� ..,,..,,` "^,. l 1 ': - a '^.s t j m a m m a s m n a"..i ,xti ' p 1/: : . . s'*wlr+ ' ' . ' ;; `'�-: �+ __...g', t" ::'t:= PROPOSED 8"SDR z6 PVC SEWER EASEMENT !'. ., -, `- ~- DB 3677 P{r' 444 r f LCiT' a '. ; I i ate, ¢ m a a> x r _ r J _ - '• . "' r �-., , 't ; �--, a a % ¢ x m ¢ m s i- xi•_-r-a-..a. '�"l•'^y., `�'"'�","'~�.', 6 SANITARY SEWER ) ` f PRES RVATIO w% . ,". F, f �.<( ,� �$ ! ¢ d x ¢ x s n . x a' m_ ,. '_ f „1 ,' R -�11� iEA # Rya: � -}^ J f'" . ( r I •:• yJ Lfl 1' � � 't '6 a m s a e, ¢ a �'`-�.� � r ` r LOT' . ,-� ,: : '- # '' .. �"`�•R,c z a n m% a m m a a¢ 1. '^-,.,. t t r "' s '^i:3' a o r f �_ .._. .- ' ' ". `_, RES \_, �, . _ LOT 1 7 { p' S° x aam / / r m - ,,.-,. .�-,, / r .' 1 1-. � �, ° d m n a a m a .a,x . . r A C I.. , 5... 2A i. ramm % . -,.. .'...• ..P..' t .•.„ /'' -mot'-- i :.'ti, ..s 7 % .'"..''' .t '�"�Rn.R- a d n :a s. a k s"v.a. ffi s ,,,,. r Y R ! . y ! ..._ LC► i J . f I ' . i ;' �- ` f ' 7 _ a m r.. a ... b � ', � j TMP 45-75 t�R 1.',�,.�' �, axmam xi� G tttt t \ - ,: .�. r - f . m#mam.¢aa-�,^tm�na.. flt EBER LEWISALIVIN TRUST I ' r ¢ ',et..,. t. LOT 1$' Sr :, _' ', ti=' r 1 :,�.'.'':'::':-':'•' 1. ,s �,m. m n • �mm e . Z"/ � a a_ �'.. _ NI . / i . 7 '"/_ ^� E . PG 8�.�., a m a y �''' Q tx m . -a i ' tC \ d f M m i , 390, i ,. 2. b ;vx.I 1:,.. ? / azmma'.'a ¢ . x ,i` i t � � . ' �r : •tip � f--.' r �rl- e. t m p 1A m °..:.." � . Ir.: ��; .': � �. � f ):flT i m � ¢ n > . m '��, � ¢ ,, x m -.. �``� \ , $' PROPOSED' d = t i 9 . r < o , a _� : i _ m m _ )) Yll m F, .' \ ; y rlll� t ° • �:, \ �.' ' ! f m �} f '`.o°.' L T2o ;- z t -6TYP. Ram¢ ''CG g, �. m .. ff////// M a!+ Q m s �„ o . .,r `: m p � ) k ffi y-, y. ,`y/ `1��' j/ a {'t:: (� �1' to k�¢ 'Gk t }` +,,*., m ffi " O : -.z :� r• ryr 1 i. Q t •..:4 �, as t 1' M II. j� _ LO'T 2s a , 5"� :" t ' r / a 2 ;:: t"' mm amArm mR_ is m z r.' ,{ a 11 , ,F - T�4r, � 'K�" h t x > z n M'• a r, a / Y' ' 47 �`x' m ffi P PRO EQ L. zDl� .;.. `J '�;. .° : n. a.... . /' a... `' •,fir':: `-�:.:�-�:.°..; k -. :' f / . .01 a�a T.?" `'� � �:_� WATERLINE > 7 O ny� �-' t t r I ..,,,: •T jJJ�..� ',� '' �,': s ,.:: ' t Q} 3 1 ,�. � R a� n„ n x a s:B m .,,, ', f 1 (" $' ��' .'^+ti M'� I !. �,�- �. - t' :'''� � <. a, n a ,x . s x, s ti`'ac. m s m, },� '"`` `ti �1. I�t (y.1 i a d '.M1': Y, ' ,q �' /j//fJ/ I -e /yam / y i' a a .� :� : f. a#m -m I J :{ 2a, k m ``.•3+, x , t ^\ f �q� "T" r z Me 6 F .Au I I � °,- . f ' A'.�' R'n m x .n b 8.'�i' a < f / t' R ,. r OTz am# ~��''' J r L xxm% yam EN PACE �.�' 1 '�-�. W� ` �'� S 4 �:. ' f ;a, '� t S IG P TOPS N ,.�--•-----` ' r r' W / aw r J j. T ' A n 6A RE 9. N ACRES �, ��� x. �^t, j/J(( TYP. ---.. � • f f f a a EXISTING ' ' �:.' i ^ a' i3OT.2. ' 2 eCRf 5 l .- , t 4 a. a m m xi �'o 1' . a` 1 m d m�. �� ti� III''. ",a y '".si' �.".�„ � 'ter. �, a � n xi a `"a ' '�. ' t � � a a n :s, , OT i EMETERY r L f C M� p � I I ,tip I a ,_ � m a '~'^. �... 4 '�'�;..,`; +2 I ! �' a ��`•. I {;, �. x S m m 8 A I .1'. p '. Q s `'^��`^a� �" 3 f\ f O ~ I <�..�� x a x a m �. mI \ �' �' m a a �+F �i �, may, d�.� - / )r • Q' 1 r � l^a L ,jw'.a .vy`. r *` �u w % k L _�. �•'� t »< fY d XI TI <c, o. 1 S C 4 p m m # i a 4 I oNSTr EE � � r i .m ry f 'f EMETEu' LOT' i r. 7 ^. 1_1 �r 7 PARKING SPACE M. . ' =�> �, �.' ` `°�. �"�� - '-��,.-a.:t.,>, r+��,..,..,�. .1' `. +'Va a,-,�.:'+ "`r- . r-v � r/i�,�•' �. X1 TYP. `r s ` -,. `^', �• y � � � S •,, ._,` .^.,. B {� � "` � �' OPEN SPACE E 9 } _._._, / / �� m % ¢ a y I _ ,' LOT' 2$ �.. (j A 0.28 ACRES , TREE i t �� ti .- r" a¢ m xi a m m �" aG ^�.._,Q TRE�'�-' ! o r' f �""I' "'; roV�'r� c � �SCOTT R. COLLINS' Z U No. 35791 � � L,s,i0VA1. EoG� 1z LK LJ LIJ z - z Ld z J J 0 U 0 C a) ul cm 0 Q c w VI to Qv ul O x N z 0 E < � -N N 0 w i--1 fn m Ll O ZE � 10 J c N � F I _> e W w Lu 0 .2 U ce m c 0 c c _c c c c J2 e 0 �- 0 f4 - 0 0 0 W al '1-i � y-, E CJ o � - c C y _.y�.�_ m¢�m.¢.axadmn __�---- - -. �R.;. �. \.'.' r ,' , mm PRESERVATION "4-�- --__ -_ ax-m#.xiaaxim - _ ~w LOTi `�� \ ` __ ` PRESERVATION R 4 ¢ 1 '' a a _{ _ AREA # um m. 1 e a .. �t a I. o' SED f .t 3 n' 4 T� it 4.• ARE a a m >. ,.' x m 's�. s 1 L r � ^ I �r n. f -r- r.11 • :a. �'"'�.. s `' ✓ � o.s8 ACRES `"'�--,_ ---�.. I ry SIDEWALK � -� �' bamxxkm o. T 4 �' _ 4• :' F , m •: o.o ACRES �r mmmxam �� ham. �� xmffim � � ,\ -� �y,-� \ 1 �, I ! r I' z. ;' j. f ti J, mxmxakaak. LOT6 I I ;', j/�� ///�''"/ e C a n mad m _ 10l# ' { ,� { - .,. . e ' - . ,�'' 9 y f, . ~' `- w z. 1 'F C=F'C' 1 ,11 �maammam¢a i .' r m m m x m m ��--'- l'.{',. IP.', •..'e[�!::..'"r:. ,... {' '. { _ x.. / r. . _ 1 l.. I .''::•:.' 1-: I:: ! PROPOSED FIRE HYDRANT '� '. ;; .,, . ' ' PROPOSED zo' SANITARY '. _ --_1_ 1 ®b k. %a m m ffi {'.''. LOT62 cn LC)T { R ~.,. m . a a a m a' L� '' II 55 ~� Zti <, . . "'''' „ � \• � r �,h' ", SEWER EASEMENT T 1 1 � "', \. I " 1'�, \. . ' . I o 5. { A EMBLY{TYP.} `„r•, �� �:\ a . R, a a e. s a 6 1 � fy '1. ®' � i ..1~' \ '^y.. �•:. a / _11l \ mumom t io \ ti'' $ #' EP-fP'` ``1 .' . ... ,' LOT 0,' - � m 1t;'. i . ! flPOSED 3 i TMP 45 82 , : i`-`: PR TOT , I' . o! ' . , acyi :::{.:;.:: I 4 F, LOT AREA 1 \ �'"`� ~ .` s . r �:: . �• :' ' � . �';N F BROW MARILYNNE, UNDINE HUNT, DENSYE BROWN & # k m a m IN LOT 51 L L �. PROPOSEQ 6 !:f i'� � \ . 0 � � A - LOT 66. \ a m m m b d ,o { . :r ° _ 1 �.' \' e EBONY CARTER t7 I N '1:' a {3,0o SF MIN) PLANTING STRIP o ` / \ . . , �, ' n ' PROPOSED 8" CL." sP DI r' ` T * " i LOT . i ; DB 500? PG 606 x ffi . t mi . ' 1 ' S1,a v I "' , f : - { S, \ ,q \<\ A :. .. 3.. �' TREE r . ¢ # xi ias . is .. i \ �/ \- .�� ' -v; :., `� {. WATERWNE I Gam[_ fit' �: a \ y/�� i',' 4 c \ 7 PRESERVATION, a ¢ m m . LA;' f j Q\ :. �' . .' > ` �- a` �11 AREA #0! , m , m ml . ' _ �` t' -, 7' . ��, o �= o., q,4i." - . s 7 m \ 1. - '.7 'k { { .: { jr l' \ 1 0.07 C S { { . { _ a \ LOT.32 j ✓ . 1 _ N i mk FD r `_ /� �, 7 �1 _ ' I ' .- at ty e' t m e { �1 i. ' - _` _ _----`. \ �. \\. tip. RJW TO BE EXTENDED I y ' ;oo _ _ ;;:;.' _ _ _ . - t �' \ TO PROPERTY LINE FOR _ ---"'" .�k - PROPOSED 8" SDR 26 PVC 1 I o. \ a, -t- :` ., ' , ; �# p,CK :I "y: L _'� t.> "�$ FUTURE ROADWAY tTB �' 9 OPEN SPACE G \ ,,, �- `'' C >= 5 . ' :a '' t-7.,'i7 . :�, ' :{ SANITARY SEWER { \ ``' � ''cp f• `i ,1 ` 5 . �' �' I.t/ . '" ry _,, 0.68 ACRES 1 .' fr7, �''° CONNECTION „-n. �:' LOT 68. . z, \ # �. ' # PROPOSEQ 8 CL. 2 DI ;� �, f ) ,, k -` ` y� w " t i I', OJ � ,'�_ .� ' 1. ' 9�' _ WATERLINE �,- " a°�' � �� . ' .., � \ ,- L � TMP 45-86A t , ' . • ,I C`► ..-, _, • . I \ � a �' {{ t 1 i ON5TREET \' 1' ,y. Y COMMONWEALTH OF FIR LOT . � ' � N F COM \ _ m.<'' m :1 'r PARK ING KIN 'r G SPA a � SPACES ':., 1 LOT. I RIGHT OF WAY DIVISION la MINLLI , BLDG � I 1 ,:� _ {�: �"' { . ' { { 'Xz8 TYP. ;' � r C. --_-- � J_ . t *;i: 1- ? , 9 } {TYP.} � * . , `" t Y 4 _. -'{ p __- r . ''u r DB 2tJ94 PG 24 SEPARATION\__1 al. { r t ' '' ' I :J. g . ' : - --- ' -- t 'i, . 'LOT 5 j" -; ,� �:. 't, 1L'. :. f ',; y - . . } 11 \ " ', ''.S' � ' . 7 .' ', '. ' ROPOSED $ WATERLINE PLUG NFAmm > ep.. .. �'ll �..,...l I N�.,,,, " b` J ' ''' . ,ul�, r� }" r#. 1 ! PROPOSED 8 SDR z6 PVC „•� =`' 'I. f .r r' ! \" . I, , .' • , _ . v . . �.. y'.1 ';_ . PROPOSED 2o' SANITARY I I SANITARY SEWER a I SEWER EASEMENT - ' �t � ' '' - - ' "�. x �. x Z 3" w }} PROPOSED '"� .�" ( ! 1 � LOT {� { _ -p, .� "H:k "'.°''w h Y ^{' I t x,,J 57 r 4 \ -.{ _,. YCG 6 YP. '�:'�R )- \.� W. I �w - iLu 86'. ? :.z # s: TMP 45 82A 4 i w ti. I. } �' . '.r .` 1 / �'Y .,i ' w j. D w N` 4 TENDS �' R BE EX TO ED L. 2 DI IW R P J LOT P OS 8 C 5 � � ! �. A LLC m. t 7 .� N F THIRD MESA � 1 r +F- i + l 4 s OPER I E FOR ��-'" �' TO PR TY L N �---~- tis 5 WATERLINE w , .Ya i 1' { >Vn j. DB 4841 PG 138 r f 3 7 ,{ . -,.nay,,., S, f Y^ L T' � rA ^ �, �,• O - �� R S UTU f RE RO ADWAY { 4_ ja. o o 1 _ ,': 1. 4 a ti CONNECTION R� _ r rc• a Y � 4 �i �`-••r, . �_ _ ,,fit r C. _ G t 1 4 IS T t. T it �- •� r . i � P 3 i' ..i`. a: y 1 Y$ ' � ,vS � :i�_ I w -:4, Y�':R �P 9. w p i aiw"' w. y t fry 6 r, q ��x '- S ma's e �:. W r� ,'t � St A �, . g m , ° ' r , I�OT \\", '.. { r _, S w _ s w.tr N''' ;: ! . TOP °� ' O S G .✓" .- z S 1 I Lu - y� 'r'' 'Y� w y- r '!°�. A' I'i J'�" a�Si' I' 't i QOry t �: x� R' 't TYP. 1 it _ • a w•. fi f .3�. i ,w t K' 4� �. ��A`w i ,�r iY+'a'. 'oi' Y R „). '� . }t } a� i l i t I. `f � l SED =o 'l ��`~�. PROPO f w ?. r t,... 'r ' j i J Irk ' yr a� , 7 3' ':'''. _r SIDEWALK': : :� j U- ' I'�co LOT IRE HYDRANT x. ' s ---"'PROPOSED FIRE � � . w �H ` ��1 rr�� 4 w d "' 4 �� �. it "' 'S a,,,y qy 4 'Y. LY TYP. _ _ ASSEMBLY B :=- � R ,• SS • ' t i I . 8 C` . w .. 1g' r. - t t 't f i. ,tom: ..�'J't I � f 1 t -� 1 t � F i • a ice', w _°'°u+:k 1 t' r,f '�ul S 4,,{ FF f �' t .� taa T 45 81 -'� t t x .. { `t:: ' ` LOT Y�' ,�~ .mot �- 1'. 3 'I. r t �. - N F THl D MESA LLC UT $ Lr F4# ' '. t �, `` -z � 3. ��s': s� ly 41 LOT' _ yn t .I s r:w 3 3 1 j{ R g0--- 1 � :'�..�® b DB 48 t PG 138 •2 :4° • t, Y } g t- - .a 9 , }`, �R .e . t'7': lr• •� 1 I S �' J� 6 i� , - 2 k e'� ' cA LOT � - a �z �+'y 3 3 1 1 S C? ' !v, t LOT.1' � •��� 4, za �" 4 ".�. �. 1 t z. I .� r'T 1 t1 1_ ti i �--1 `l - C -- rA i L P' �:I PR P ED8 WAT'ERLINEPLU 3•-.:.., , �. i - �'= t w y .'' a;..'• .'P'.. cl9. :1 S I, 1 1 t.. 4 3. ¢�' i. 5 1 :° _ _ °'' . f ' ' _ I v "L'' ' C 26 PVC 1 t 1 � PROPOSED $ SDR 4 Y'a w �B A T 5 L �- W py{ `" m a L T E '� 4 c 4 t' L.OT 4� =a co i � , '\. _ I 7 a L� E A 3 SANITARY SEWER , 1 i , r , _ R r1 t 1 ~ly {~-- cry' � "" : � { Ory { t � !{.� , u.. �' I s'. N I�,JY' i j + � i 9 d `� ', \�" oo w 1 I 1. 1 1 1• LOT 47 ( _ r LQT.' '$' 1'' t _ PROPOSED zo' SANITARY�,r o o0 1" 4. .r... ,•y i I. 1 I -l" s t ^ ' d \ `� , :' J \ - t a 5 L OT t 1 49 t I' SEWER EASEMENT >:: LOT 0 �``` ; t _ � : o � ..� �OT.i 5 _ s .�.-- r \mi Ij� 7 LOT 52 1 r t t -` m 1, { _ l�'J z...�"' \ r \ J I a may,.... * r m i l r r c 53 i 1 ��,. xmx.dmammaa> I J •', s..-rs \ "' LO.T' 1 { _ ` ...anxmm m' > OT I , \ bx�a#. ,. \ c , k 55 pM. 54 # � 1 . xi k n a a ¢ x t { I" � ' ,-'�' \ k m¢ y t �,. so MIN. BLDGa $kmYn 3a i' .�: s #ximda¢�n: m �. C) . � \\ \ .' ' ' ' i _ Iw .-, ,PROPOSED FIRE HYDRANT' ,, �, > : ¢ . \ \ { - _1' SEPARATION a I \ .,, . _', 1 - 1 _I r" b xi d ASSEMBLY {TYP.} R PROPOSED 6 �" y �E7�C Sp.4� ¢ a n \ I b _ 1 tA >I -a uaam.,amaamm�. t,.�,'...I' �. �--PLANTINCISTRIP-ma:aammaq•QgA�R��.naas \ "� 9 � I 0 \ �'�� 4, -�- - I f r� r�� �a<m.axm a�akm%m p, r�R'1VI"' mt,sas.d¢._xm¢ mm x am b�bma �, _ mmmm m k adm tt €"' m maxi .akm` a n.xax mmm, \ i 11 1 I\ , t 1o'MIN.BL �` m �. x �, �� I# I't.• r....¢ # ,a xbk m. .d �� \ ' I �� mnaa aakxaamaxmR ay„a aak k m 1\ /, \'> �`J r, I SEPARATIO-�•:,Y{ r� M � >s#.m:a�.: amm. m d;� {f a �! ��x$,,x,a>axm�'a�m �� :n�a `,a<Rk �\ \\ �h � �,-, �- r �' ,�-. __ OPEN SPACED �^�f°� m , a d . a % :z i xp,,,- i ":. ae % m S ib 6 t9 z 1 A h& St p. a=i� �'•` �� 1 P '� ,�r f' � f¢ e�� f,� f R% L 1, 5 h M k x x ,¢ 9f ], m e 3 a g k. b 3 h b 3& R (i ¢ J.\ � ''"',. Zu I 30 0 15 (/,`IN FEET )'\,, 1 /nch = 30 ft. _ __._,-»J-.._. n Y - ,," 0.y0ACRES ......... ax¢mxk......................_ma raa _. �„- .. 7 a x h v R a"Yt-ry 6 a% .,, e 3 S 3a .. i s, u e. 8 b. A- k- . x x L e .c a u �,-.-.,__. ft x .,.r ^ - ..- a p a S# a; 4 L m m t M m x k k a♦ m & a m tt a m m a S u tt. » m n n m to R m t n a r� x a x ti '' ,, c a a a a a x m a n a x. v z a m x z m s/ Rec r: a m m m a a a m m m �' ' r, o tf c `� r_.-_-_._____.l « z m. x n R> a x a m a a:: m a z m a a n a n n n a x w a a x a m a s s a \ `, �\`� 4 ^r m ®�'s ,.� ri �....a. ......a.maP SERi�AT1®Nb....:.n I " .:' I. P. � ���w�......l'..mg�ffi>..�,m�axin.m.\ y R s'.4& &. n 9 L m\ i m a m a a k z ,, a s x z x •{ J =,M1 ' `- '� z n n a x >. a . m a> n. z a m x a k. a# a \ , mkadkmaam.xamm�n#mmm�n:na�dnkmAREA#2 ��nbn�nam a ! ,p mdand_ ..y m.amm ..b -, _ 77 a, m a m m m x a x a a d x a a a �,. m m z m x a m a m m y.�y a z a a¢ a s m¢ z 1 'J i. -II. 'C P .'",'6 a x z m n a a z a z z> a x R. a a a m, . y x a `^id`^�s.l� i '� y m¢ a e a x m m k a m m a a a. a n¢ xi m x m m a d O.Z AIw. Ri rZ . �{f'' n5 m r. a n x x s s a x x m ss ,ate, a'•"" \ ` `'. ta a m m a m m x m. a. a a m x. m x m a m ., .„ a m m® e n x#.& a s m 1 r n 'i3'`' � t II !„ i+' �'` \\ •s.�q a a 1 a 1 x �y.?��•''°"- � --- l\ , is''+�-i�� I'll' t t xmxs� ng�.m�kamaaryak.mkmmaa�ndxa m� � ( 3 ;pII1, k - " � �� \ _ d..;, � m_®, \ r m a x a n u# a n s m m m e> d m m a a s m. fr 7 ��° t \ m s a a , `" \\ ,'� ' 12o TMP 45-86 > a# d a n a x> s a x m a m e n a# x s. m x x a m m a s x r 4` ry.'II ( \\ �` \ TMP 45-1i2F ximmaxnnx dyanamammRamx¢m¢ur.m i' :II ra :'i \ - \\ ?� N/F ALBEMARLE SOCIETY FOR TIIE a d m n n¢ h+ m m I'_ \ PREVENTION OF CRUELTY TO ANIMALS INC N/F FOUNDATIONS LLC ' ` ®m g d g m m 4 ji r� , _ t C/O FOUNDATIONS CHILD ° ° ' ' b ' " ' ° R ' ¢ ' ° $ i r `� \ s a x ., m k x a e a s a s a x a $, _ ,- f, + , ., ,t\, M.i �. , DB ?096 PG f1f \ ¢b��a�m> t. �� - m : `� �k i t DEVELOPMENT I'I 1: m � _ � a 9 .T m z . r MATCHLIN SEE SHEE _ as®¢m i r ..� 4 s k �' e F i ;. ,' DB Z834 PG 1 ,,.:"2iL j 41 5 6 15 : M n 0 z0) ''" �11../ O 9) -. p--q =y S i4 0 0 Q F_-3 >1 r 0 m_ co 0 a) ar 0 O 15 < r- D L a CL 9' 1� ° 0 -'►u 0 a a) fl 0 c I..q �, E c fl lam■ Z CL E L Lw L> J II z 0 L W 0 0 0 v LLI a 0 W > 0 v x I m 0 s m > 0 F- C Q) Z) 0 L 0 Lu m CCL W 2 0 70B NO. v0�i 82152 c SCALE 0 111 = 30 c C 0 a - SHEET NO. 0 w yi g . x a a j s / $ ' a. h ai '• i l 1 � 4 t SWM EASEMENT K DB 2334 PG x ,. d. �p } I — — _— —___ __— °` °, . 1 j i a L :t __.�•,-......_ -- ,b nA x ks! '�a+ }.�IrY {r— a • e. S' 1 i 1 ; ACCESS EASEMENT DB 2334 PG i Z r..' d TIE-IN TO EXISTING 1 � � 7 f -j'. " ' r�. .r. d . .'.fit. .�. .�'j.� ' t : 1` s � `� }.. ',. -• . � '. I ,, ', 7( P RKI ` G LOT ITH NEW x E TR NCE it STREET SIGN" STOP SIGN {TYP,} { �, ____`_""-..______-----==•-,_,_.__-_"�_-,=:-..... r; la..._®..,",,��,.'A°-°re---<•.,,.».._ --_ 1 ° ,. w k ,�' . t i �,� 4 .w`�;��+.f���s��.,�;•�� 1.. ',q{ { � Y' t JJI of vt 3➢ F.':I �._ �:.r., ,� ',, •'� t i� PROPOSED SANITARY -_ ;:�'-�a-�, ... * -- �..�,. -�"' '�., � 'S 4,l '�`� i�� F �� SEWER BORING ACROSS r { BERKMAR DRIVE VDO ----- - _ ITi! if� SIGHT DISTANCE — 33fl , ..__ f _ �. .. �.5 , . ... . �.. _ _ _ _ _ _ \ Q APPROVE ALIGNMENT a'..� . QIST �`r'P ..... ........ S _�_ . x yet �� Tro � tr . ...... SIr ..... L uy - = !' _ :- „= 77 -S IE hN TO EXI TIN EXISTING WA .�RLN WATE'RLIN E I. Ir __ f _ _._ -• . -—._=-� --,.--•--_ ._ _ .... POSED I 1�.._ rr : GE _ ESf RA U +. w: 1 (' PUBLIC DRAINAGE I / — _ _�� _ ` — _ _ - d ED R EASEMENT I II Y w I PG 1 VARIABLE WIDTH ,•- I f PROPOSED RIGH + DRAINAGE EASEMENT LANE & MILLJO DB 1454 PG 637 PORTION OF EXI BERKMAR DRIVE I I { f ACCORDANCE VDOT REQUIRE f AND SPECIFICA z i I TMP o -00-coo-:.12Eo 1 i{ MCMAHON, BRIAN J & STEPHEN K VON ST f r f TMP —1zd;I t' 20' PUBLIC,iDRAINAGE J, STRAKA FAMILY PROPERTIES LLC. r EASEMENT ➢B 3463 PG 500 t ZONING=Cl - DB 4825 !'G 147 I f ' j r l TMP 045-00-00-•112Go Y ~t 5 HG LAND LLC TMP 045-00-00-11200 �` r STUARD R WOOD JR, ROBIN MARIE WOOD t ff . d I f G , I � PNI d A r PORN - ER EASEMENT t DB 1538 u PG 732 20' ACSA SANUARY °�SE' SEWER I, TIE-IN TO EXISTING EASEMENT "t SANITARY SEWER MANHOLE f f f! DB 4825 PG 147 TOP ELEV= 482.50 lJ f r INV OUT= ; ► l ,ff 476Bd�-- 7' 0j, 25 Drt�NTIQEASEMENT N POND E EMENT a DB 1454 PG "--„ � \ `_ •... `tea ' 1 V ,J � . ~ --. 1—, ' ..,,, _ '"_4 '. "'. E '' ", ✓" F f ------__-_— -`-- ` 4� ate`'"'ys_a '` I `! a PROPOSED8"SDR26PVC — f 1 I(-____�`►.,` 1 _ y ``'SANITARY SEWER L' Eibl`RHEAD s , t � .�r �� - - ~� `--- R LINE EXISTING 1--EXisTtNG-Su-D1IPA --- - _- - - 1-�_ __ _ __ y �--- ate_ � f r I _ __ A TARP SEWER....._ _ - ._ .. _..__. _ �-.�. - rf r _P w VARIABLEWIDTH EASEMENT _ � _.w=��_ __ _..___- _-�— --= :7� J-�,._,..-� EXISTI�LG-aAN: "' �-.-�. / ,.. '�,.-"�`� __....-�'.._... .j DETENTION — w _ �T POND �� --- t ( SEWER EASEMENT _ DB 19 PG 577 _ DB d - _- � --. �.. - _ v_ PROPOSED ' SAN, = f ` '` ��- zt 96 PG 200 - SEWER EASEMENT v h LANE- 10pFTIGIITTU =` APB URN" T TU RN ERLAY ,� 1 1 � -._.`tea 1._L •_. .�., .�,_, --.-- IN _ -® __4 W ITH MENTS- TIONSN� f f % f f N f f � f f ! f �f fj ff i f I 9 11F �, !f off `••� �` f � lft f f 1 f e� i1f ff ff f � J /tf , J d EXISTING WATERLINE j f , r �t t PROPOSED 20' SAN. SEWER EASEMENT PROPOSED 8" SDR 26 PVC SANITARY SEWER GRAPHIC, SCALE 30 60 ( IN FEET ) 1 inch = 30 ft. m SCOTT R. COLLINS� No. 35791 ,1-1 z lDNAL E w w z z w Z J J 0 0 0 e a) c 0 •L V) rn L X x z 0 £u J O 0 U) z WLu o c� cL C 0 0 a Q cm fn fn 0 t� 0 w 4 w o 41 D Lu v •CL U C L w ° 0 0 CN ,b- cy) H I� Q L CL � C o D ID a) o a z Z C L Lu d � 1j� ® 0 (j) 3 _ F U <06 P Q : o u a �- T E LnU) Q�_ _j LLI ui z z o L.Luj n. o L 7 0 < L 0 w C N Q D 0 Lu r-, 0 z JOB NO. 182152 a SCALE ��a ® 30 n C O a, SHEET N{J. 4 v 6 z rr w rd z r of z LLj J 0 O C 07 Q U C v v c x v zzC � w m c 3 U1 Z t� < c (n y Z t1 s W c C ce U s C c C s C C C "C L s c tr v a- m s C c aj d C CD c s . r '1' ♦ X'T r 'a - a f co`f•.' 11 28 . y s t ".jPY ,. � p. 1 y ' " a k «w L9 ... PROPOSEDSTORMWATER , ...� _?, _. _",_ ,_-.._._. �-•`F d r Yea .: m ., m ? .. -^ r .. .. .. .... / , ,,. . , ..... . t 3 f r.,r,a `.� • � �. �' FACILITY r ' MANAGEMENT # .4 t .» ,.m I r 5 ♦ f W -_ ,/ ,�' F , 4✓ � r� , h 1' i , j ..`.Ct': ' .7. "'^,�..,d� i i , t 1' } }� F ' , l ,. .�. v. nw a ? o ...ram" �— ..... .,'1. �. ., .. ..... .>.�, ... �. .R ti? }:' ...,. ., .. ,- "'.9 •�' � - ,�:.::- pp , «« f ....... .. W d�A jjj %/ n •� J ... , - .. . k Cn CD w f } r,N , k t { t� , m , o / f C� f � }�{ / . w ro i w. s u +� .... .... � U. ...-.. � ..... .. .:. ... .f w4m m/w 'ID' a q ♦P/_ a , I j 1 M 0 i ,.PROPOSED STORM SEWER . �: •' k a x .. .... #~ -``".' � ° - > m = � . _� � ... . .........�. , ::: , ::::... , . I �, ,.,,. .. , . � ,r'` / mr • ,'�, •� .':.TIE -I N EXISTING STORM SEWER OUTLET PIPE FROM « 1 .�, .. .. :.�,�.. � � _ - THE ADJACENT PARKING LOT INTO THE NEW .F-°`- �, .. a � ...... . ........ ..... PRO SED STORM SEWER � ..,«� " : ..;t. j/ were /. ... .. T .. .. rf, ..'. .............. .. ....-...-. � , : ' :: � � � � . PROPOSED DRAINAGE P P ED E INLET flUTFALLA 5 m- ,i /i` ,.- ".:, ,. "� .. .�,�:.., �' .. . , r �,�' ��� m � ��,�, `•r... G ACROSS k -�> r i» b, fio , �.;, r ,T I ".�• '� �P BERKMAR DRIVE. m F . 5. ... ." �.. .. ... ..... ... ..... ... ..... .. :. .:. �.... y"_.. .... -. ... ..- .-A' :.,...,. , � :' ... .. `` a °a�•: .,.:'h na..ti tea{ ..�-rF.�.'.�, . k:r . . . ✓ 1 r »,Po- J � r y- , , w�« Ll� ,f x . EXISTING _ ) f i .r . .:.. . . . ........:..�-�". CEMETERY I ....... :. ,� . . ...�......,''' y� ,' i w'«' ,.::•.'.',. , , 4 p ,.... .. ... •. ..., ., �., .. ,.. , , '\ t .'�. , a ... (� � y ,,^ i '�1 \ /j/ e�e .ski' '� 1�� f -' �.i'.'F'�,. .'" J. w • .r°p , am ,m » r� TIE-IN PROPOSED STORM SEWER TO EXISTING z4it CULVERT i ° S.' ........ f , a WITH PROPOSED DOGHOUSE MANHOLE -STORM PIPE TO L9 r r � , .. POND � � � OUTFAL FROM PROPOSED M COLLECT L FR SED 5W � j/f% � • t r d 'O k 4•. rr �y 9 � ' <cr c �3 S , ti i J� h r` k a m ti l . o j ,,'` r'' �r' -- f"~ `�.... r ``,'.. ,/�'?� rb'.. � �+ s,;<' ° - \`" 1.'... n .r'r ^4 { ar; '"4 •�' !` - 4 PROPOSED STORM SEWER'. ° PROP x 'sue' w fF 9 m / s '"L t a » m . » . m m » » w a w n m m a n» am S a w« a a w t 8 4 i F y ✓fit .. `tit :. -4t� t- ..... ' 1 f s ui ul , Lli �.._,�'�, .'•-�,.P .r,�` qfi- ,!. .... j ./� �4 � �7 d i;� ,,'�,�'� f'`^~'`•,ti r o � 4Q01 j,,.''" � -'' • � � t � ,., Lli Elf CD r _ - d T, rl , r b ^ p:. f r k- , .w s F x. i ,o. f 1 f F r ;f r J = s: ' / •...,,� v n ,. _ _.. 1 - rat , J O'r ,r• l , a i .✓ jy - �� / : r� � � c''� >� f✓ / rfd j d t<r r" ✓ s 7 f p' t " r f r 1 f� :r 1 j 1 7 : 61, w M - r ( r , - GRAPHIC SCALPS - , 40 0 20 40 80 160 i ff III` FEET ) ` i __ _ .._ - ; 'fit{, „ F r` p. �- 1 inch = 40 ,,f#. Q 'm s v v 0 0 O s U L c 0 a v r� 0 s z z s s 0 L C g 0 v U 7 0 s_ m m U r� D z R' u w W an z J J 0 r.� 0 1— W Lu Ci 0 L y x i-' C' E �aP uj U O Lu n S uj ar ai CJ] 2 JOB NO. 182152 SCALE lao =40a a SHEET NO. v do v s H- - f• GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION 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 IN ADVANCE OF THE START OF CONSTRUCTION. it C` 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TE,,.�TS PERFORMED 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 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH', THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIER TO ACCEPTANCE BY I THE COUNTY. AL L 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 TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, F3 OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDAR0I'PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 'i IS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. .I 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE' DESIGN SPEED, OR AS DETERMINED BY VDOJ' 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 FALL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENJT 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. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES ANDIIVEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION 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 WITH 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. 1I 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 TRANSPORTAION SPECIFICATIONS UN II S OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. �I PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERI,,L. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPEI. I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 1I ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY GONSIRUGTIOIY W17NIN ANY EX IS77NG PUBLIC RI GH T-OF-WAY INCLUDING CONNECTION 70 ANY EXIS77NG ROAD A PERMIT SHALL BE OBTAINED FROM THE 14RGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. A 2. ALL MATERIALS AND CONS1RUCl70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OlNERWTSE NOTED. J. EROSION AND SILTA LION ON7ROL MEASURES MALL BE PROVIDED D IN ACCORDANCE WTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE C INSTALLED PRIOR 70 ANY CLEARING, GRADING OR OTHER CONS7RUC770N. 4. ALL SLOPES AND D157URBED AREAS ARE 70 BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: V£R77CAL). )WERE REASONABL Y 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 ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL 77?AFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAMC CONTROL DEVICES 8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS I11. 9. ALL £XCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WTH OSHA STANDARDS FOR 7HE C0NS77iUC770N INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L 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 DENSITYAND 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 TOUT1UZE j TING S S OF S REM TOP PER S CLEAR ZONE REDOUTER NTTRIP C R 5' WE cavowir J' CUIRB & CU77ER POINT D RB do GUTTER f7NISNED GRADE S 5' WDE CONCRE73E �►'� �F CURB St17lEWALK ` , '� CLEAR ZONE-- CLEAR ZONE 1 GROUND 2X SURFACE � EXIST. 1 y i d' PLAitTIINc '. S. V PLANTING SAS 4• 41.... T T sm s710BA S7� S�gAg EMST, QWXM 5 8 L 6 5 E70ST, 61ROUhIDD 13ar to 125' 125' � (TRAVEL LANE) (TRAVEL LANE) 1-0 29' F/C-F/C I- -� 5,v TYPfCsll Nr76IfB0RfIODJfl ASTREAT S l(JN (51f R"". ) (PUBLIC STREET) DESIGN SPEED MPH „ MI- I25 MIN. F FOLLOWING: CC-12 NOTE= COMPONENTS OF CURB RAMPS CONSIST 0 THE HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CB WIN LINEAR FEET) GENERAL NOTE �: DEETTECTABN WARNING SURFACE CAREQUIRED (C-2 ORCREA IN SQUARE YARDS) 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, DETECTABLE WARNING $UFACES. PRODUCTS NOT LISTEDSHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4B11 MAX WARNING SURFACE AND! SHALL BE SUBMITTED TO THE STANDARDS AND 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. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO U THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF loll NA% PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A 5. REQUIRED BARS ARE I() BE NO, 5 X S" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR SIDES OF THE R?MP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11Iz' 6. CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GLITTER. 5'MINI 7. CURB RAMPS ARE TO HE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ¢ i2 o BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE. WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB RE6 RDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. BE AS SHOWN ONPLANS OR ASTDRECTEDABY HIEHENGINOEERT CROSSWALKS D SHOULD NOTTYPE B BE LOCATED BEHIND VFHICLE STOP LINES, EXISTING LIGHT POLFS,FRE PARALLEL HYDRANTS, DROP INLETS, ETC, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE., FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESIHIANS. $. RAMPS MAY BE PLACLO ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i THE CURB OPENING IS PLACED WITHIN THE LIMITS OF HE CROSSWALK AND s THAT THE 51.OPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 ua PERPENDICULAR TO THE CURB. 5•}AIN 9- TYPICAL CONCRETE SIaL""WALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TUixNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE 4HEAVY 4' � � AT X , 2" HIGHER THAN TRUCK TRAFFIC)FOR (;QNCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. AT )K`X. , SAME AS TOP OF CURB THE MINIWM WIDTH SHALL BE THE WIDTH OF THE $HARED USL PATH. 11. WHEN ONLY ONE CURE; RAMP IS PROVIDED FOR TWO CROSSINGS tDIACONAL), TYPE C A 4' x 4' LANDING AREt, SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOINC INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY NQLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CUN2B RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .B -2.4' C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 4 a a O a a z -MODIFIED AS RECOMMITNOED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 7 EH a a a o a o o a a a o a LANDING RAMP ti a a 0 P a a a a D a a a O a a o 50G-65X OF ERASE DIAMETERO '^�� � TOP DIAMETER DETECTABLE WARNING T AT BACK OF CURD SEE NOTE 12. VARIABLE FULL WIDTH OF RAMP FLOU OIAW I LN R 4 '` BASE PAY LIMITS DETECTAKE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �vooT CG-12 DETECTABLE WARNING SURFACE SPECIFICATIONNC REFEREE ROAD AND (BRIDGE STANDrtRUS SHEET I OF 5 REVISION{ DATE (GENERAL NOTES) 105 203.05 07lf�15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 iI ,' �_.. 1 ' ti 1 MEN 3 F at � (I FUNEW"6110 is TRIP EN E RATION 19 ' SCALE 1" 1100' ` TRIP GENERATION CALCULATIONS► TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 71 SINGLE FAMILY ATTACHED UNITS (INCLUDES FUTURE) - CODE 230 ADT: 416 VPD (208 ENTER/ 208 EXIT) AM PEAK: 31 VP (5 ENTER/ 26 EXIT) PM PEAK: 37 VPH (25 ENTER/ 12 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design ti RF= 1.0 Location ADT HCV Design ADT CBR SSA Ur S�>rface h a Base b a Sub -base h a ? Empire Street 416 0 416 5 5 11 37 SM-9.5 1.5 2.25 131VI-25 3 2.15 21B 6 0.6 13_�3 Swede Street 152 0 152 5 5 7.87 SM-9.5 1.5 2 - 2 5 BM-25 3 2.15 21B 6 06 13.43 Marsac Street 1147 10 1147 15 15 7.15 SM-9.5 1.5 2.25 BM-25 3 2.15 121B 6 0.6 13.43 ,.-4 2" r5 u - 4 ; 4 a, .< 6 .4 a 4 a 4a ^ a, 6a► .. as 4 • • p' - --I-- B" " 2' STANDARD CG-6 CURB & GU T TER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WD TH) a" J-nAAr " 4" 21-A STONE- BASE CONCRETE SIDEWALK" NO SCALE OTEXT1LE DRAINAGE Falk (OVERLAP r-00 AT PAYED � LONGITUDINAL PERFORATED PIPE DT)-+ TC}P) STABILIZ.'ED OPEN - . - ND.218 AGGIREGATE. - CRUSHING .STRENGTH . GIRAOCO DR+I 04E PAVEMENT r. ,,..._. - TYPE OF PIPE X W:T. 4"' N+a1,1, pIAI T LAYER SMOOTH WALL PVC .I _ SASE LJSYEIR IRADE .` w OUTLPIPEET GATED PE A HT0 M-2662 STIBGNAB)E OUTLET PIPE _ - - SEE NOTE 1 057 AC414!ECATE, 0g. ACOREGATE 4R CR.USk GLASS MEETING NR GRADX1ION'REQUIRO&NiT. NOWPERIR GRATED CUTLET PIPE FOR USE UNDER (COMMERCIAL ENTRANCES AND FOR OUTLETS - CEDGE OF PAVED ShOIA.LTER1; PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAB NAGE LAYER) TYPE OF PIPE- CRU5HMIG STRENGTH M;T 4" 1NOM. GNAITER SMOOTH WALL PVC 1QO SMOOTH WALE. PE 7'C7 P�1 7+EiS UiDERDRAN SHALL BE CENTERED UNDER CURB AM CLATTER, x WALL THICK.HESS IMN41 - Hoes 3E`XX TESTED AA QRPIN¢ T[i A4TM D-Z414" AT c59 Gt�_FU'U I . iT1E% 1SItANAGE N"A €OVERLAP 11-0' AT TOP) DOWN GRADE STAGED- P ViFEiNT c. -ES SHOULDER OPEN GRADED - DRA94AM LAYER - -m-.. 1.. SEE NOTE 9 -w-FP "ON $L ASE LAYER - - - MAIN LINE PAYMENT _...O . Y CONEcOTiON GR LET FIRE EP SEE ROTE 1 0' ES 457 AGCREGATE. 08 ACCRECATE DT( CRU kNEO 4" E %"i..A" Ar---TM #a DRA,'SAD014-fi1EDU#R'E1NE9tT. - ST'D. UD-4 REQ'D, SITS. UD-4 REVD: CURB AND GUTTER SECTION f✓ SHOULDER 6FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) I� PAVEMENT NOTES( ES E 4N 4"..NIMli9.{, PROVIDED ATTAINING 6RrM,H1AM 4'" OF aCXdT'EOATE. ON TOP OF PEE y,•y� GORE R,j"aN...,A+RAIN fit'*-A-R!r� IN AREA 2. WYEM THE LDNGIFTUTIQIIAL FW CONNECTS DIRECTLY INTO A -DRAINAGE STRUCTiRRE. ...... _ _. _.... _ ... - . _..... .. - .. - _ __ .. 4i3RC]P IO,ET, MAHINf1R_E, gCT.), NON-REFORATF[d OGITLET- PIPES AM NOT REWIRED. PP 3. INVERT FLEVA.TiO F AT. ("LET ENID OF 11 TIF,:T PTO BE A CAN! Of 1'-(r' ABOVE INVERT ELEVATION OF IRECEIV'M(S D1tANAZ3E QITCR OR STRUCTURE, - - 4, ALL CONNECTIONS WLBONS, WYES, ETCH MINN PAY LIMITS FOR OUTLET PIPE - T .. - _ - � ' NNE, Tt'3 TiE OF THe SAME CRVSHIING STRENGTH A+ TENS t711TLE"L' E7PF. - SIDEWALK CNN OENSRN GE � UNNF'AS+ED �A 5, OUTILET PIPES ARE TO HE INSTALLED,ON2% MM. E3%1�SIRA S.GR.A)� AND, PERFGNIATED LOCATED EVERY 350' MAXIMUM OR AS NOTED ON PLANS. LWRDRAW A. TO � SECURELY C CTW TO EW-12 OR {)THEIR TjRA1hFA _PERFORATED RQ€(NM GATETRENGHL TH. PFE STRUCTURE.OE _ 7, MTNBT THE LIMTTS OF A C WERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED Pam. MAINLINE IROADWAY I THE LEWC,'TH OF PIPE BETWEEN THE 'WYE CONNECTION AND THE EW-12 SHALL BE ST'D. CURB - - - LWITED TO RSA MORE THAN T-D" TO PERMEF CAMERA INSPECTION OF T'Nf . MAN LINE GUTTER VND'ERDRAIN OrTWEEN !RE LIMITS OF ST'LI.. CURB IN ETTMER DIRECTION. •RCN,AL ENTRANCE - CL RETURNS_ 1. G49'T'EE!'R lee Wei NC I-P ORAE'TED PIPE, 9, IN SITUATIONS INNER FULL DEPTH DF STABILIZED OPEN -GRACED MATSRIAL CANNOT BE MAINTANED UNDER CURB ANT' (UTTER; NO, 210 AGGREGATE 'SHALL BE USED UNi>ER'. CM AND GUTTER, NO, 210 A iGGWGAT€ MAY ALSO BE UWD FROM TOP OF STABI4 1ZEi1 Off-H-GIKADED' MATERIAL LAYER AND CURB AM WIPER. ST?E4iFIC AT10N . . XVD3' REFERENCE STANDARD PAVEMENT EDEDRAN ROAD AND BRtDGEs.TANDrO'tt - 2#0 (REVISION DATE SHEET 2 OF 2 2" 50t VIN' A DEPARTMENT OF TRANNa"RORTATION - 108.07 701 - - SURFACE COURSE INTERMEDIATE COURSE 6" COMPACTED AGGREGATE- .. •�y..1.OBASE COURSE, VDOT #21 A s 1' #21B DEPENDING ON416 .r 0,10 .D.,. COMPACTED SUBGRADE ASPHALT PAVING ROAD NO SCALE I ���� I_ME IT SHAPE TO BE BEVELEII YRTH MORTAR 1-C -- -� - -�- 0 -- - - - - - - - - - - -a 00 NOT BEVEL INVERT , I � - L NOTES, „ ' u 1. 1i MAY BE REDUCED UNTIL X REACHES A MNNIMIltiI OF 4" WFERE ENDWALL B. BEVEL EDGE IS REOI!<tE0 ON THE HEADWALL AT THE FIET END OF THE WOULD PROTRUDE AVIDVE SHOULDER LINE. IN ND CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER 7' WJDWAILL AT THE �� END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACF- EDGE OR BEVEL EDGE. 3, A BAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ONNNE TH E OTOP FILLS 1`MWHERE IOU DWSHALL RE CONSTRUGTEDELO SH DE THE GRAdE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (0"TO 45"). 9. Y:' CHAMFER MAY BE PROVEfED ON All EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW-1 EW-1A ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12" 15' 18" 21' OR 2+'" 27" 0R 30, 33" OR 36" A DI-B" O'-8" 0'-9" W-11" 1'-a' 1'-0'• B - tr m' 1'-r' �_ n 1 3 1 '-B" 1'-9" 2 0 C 1'-4" T-7" 1'-9" 2'-2" 2'-6" 2'-9- D 1'-D" 11-3" 11-8" 7'-0" 211P 3'-0" a -a" 7-8" I 0-9" 0'-9" O' 9 H 2'-3" 2'-TI" X-2" X-9" 4'-31" 4' 9 L 4'-0" N-D" W-O" B'-D'" 10'-D" T2'-a' b a-r 0'-}/N" 0'-IOU 0'-2" 0'-2yi„ CUBIC YARDS OF CONCRUE CON€- PIPE 0-241 0.492 0-697 1 1_319 1 2.0E7 2.947 C.M, PIPE 1 0,257 0,521 0.739 1 1.398 1 2.M 3.145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLPTICAL PIPE CLILVERT (SPAR x RISE) 23"K14" 30"x19" 34"x22" 381x2e 42"x27" 451'K29" 49102" 53"R34" A D.-B.,W-9" 0'-10" 0'-11" D'-11" T-O" 1-0" J-D" B 11-2" r-5" 1"-8" 1 -8" T-9'" 11-10, C 1'-8" 1'-11" 2'-1" 2-4" 2'-5" 2'-7" 2'-81" 2'-9" D 1' 2" 11-7" 1'-Vl" 21-0" 2'-3" 2'-5" 21-8" 2'-10" O'-8" 01-9" 01-9" 0'-9" 01-9" 0'-9" 01-9" H 21-M" 3'-3" 3'-7" N-9" 4'-0" 1 4"-2" 4'-5" 4'-7" L 5'-5" 7'-2" IT-W W-2" 1D'-2" 10'-1T 12'-1" 12'-11" S 1'-TI" 2'-8" 2'-10" 3"-2" 3'-S" N-9" 4'-T" 4'-5" 0 0'-3V/2' 174" 0'-0j" W-04" O'-S" O. ow. b 01-2" 0'-2W` 0'-2'Y4' 0'-3" 0'-SW, CUBIC YARDS OF GONCIRETE CONQPIPE 0.502 O.11L55 1.238 1 1.500 1 t811 I 2,101 1 2.512 2-BO1 SWFERENC°" FERENCE STANDARD ENDWALL FOR PIPE CULVERTS RE 12"-36" CIRCULAR AND 23NIV-53"04" ELLIPTICAL PIPES 302 YIRGINA DEPARTMENT OF TRANSPORTATION " r H 0) f SCOTT P. COLIJNS'_Z No. 35791 ,1. LU Tim, I® i3 n - W W z CD z W (n z J 0 4- 0 .a . W 0 v x x a� 0 D •v 0 0 U w c a U 0 0 C O U 0 v E D C } U C v v 3 ° N -F I� s U P--4 0 D Q C D N rn N 06 D C C7 0 s •Li O I� a s lL10-10 � I U i,.x'iJ' J7 O a v I-1 I , J v E C O z W W z C.� cn W z J J 0 Uj N Q U a v y U X v v 0 W E Uj0 W r-I Uj U111 U U JOB NO. 182152 D SCALE o AS SHOWN 2020 SHEET NO, v 6 N