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SDP201900010 Plan - Approved Initial Site Plan 2019-04-19GENERAL NOTES 11 OWNER: TMP 45-112F1 & TMP 45-112F2 IMP 45-84A & 45-85 BERKMAR DEVELOPMENT LLC FAULCONER CONST„ CO INC & 2496 OLD iVY ROAD COMMONWEALTH OF VA % VDOT 0 F ,& D ,� IIIIIIIIIIIIIIIIIIII D 0 1*R N J$ t sh- I I# M viCiNN SCALE: 1" ,TH o-p-4,N CHARLOTTESVILLE, VA 22903 PO BOX 7706 CHARLOT7FSVILLE VA, 22906 DEVELOPER: BERKMARK DEVELOPMENT LLC 2496 OLD IVY ROAD PRELIMINARY SITE PLAN'AND SUBDIVISION PLAT CHARLOTTESiALLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE; VA 22902 (434)293-3719 TAX MAP NO.: 04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, & 04500-00-00-0112F2 TOTAL AREA: IMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES TMP 45-85: 0.777 ACRES TMP 45-112F2: 0.538 ACRES TOTAL ACREAGE. 8.778 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 DU/AC PROPOSED DENSITY 8.778 ACRES x 6 UNITS / ACRE = 52 UNiTS ALLOWED BONUS DENSITY.' AFFORDABLE HOUSING (UP TO .30X INCREASE) & TREE PRESERVATION (8) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WiTH THE PROJECT 52 UNITS BY -RIGHT + (8) AFFORDABLE UNITS + (8) ADDITIONAL MARKET RATE UNITS 10, o-19r TREE PRESERVATION IS PROPOSED FOR A 5.va BONUS DENSITY INCREASE 8.778 ACRES x 6 DUA x 5X BONUS INCREASE = 55 UNi IS + 16 UNI TS = 71 UNi TS TOTAL PROPOSED DENSITY 71 UNITS 8.088 DWELLING UNITS ACRE ( / ) 1. BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING: 30X INCREASE 2• BONUS DENSITY INCREASE FOR TREE PRESERVATION: 5X INCREASE OPEN SPACE.• TOTAL OPEN SPACE REQUIRED CLUSTER DEVELOPMENT 25X = 2.19 AC 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 THE COMMON USE OFLOT OWNERS IN THE SUBDIVISION. OPEN SPACE . A = 0.24 AC OPEN SPACE E = 0.28 AC OPEN SPACE B = 0.26 AC OPEN SPACE F = 0.06 AC OPEN SPACE C = 0.68 AC OPEN SPACE G = 0.68 AC OPEN SPACE D = 0.40 AC TOTAL OPEN SPACE = 2.60 AC TREE PRESERVATION: UIRED (10X MINIMUM) = 0.878 ACRE TOTAL TREE PRESERVATION REQUIREDS TOTAL TREE PRESERVATION PROVIDED = 0.89 ACRES WITHIN AREAS 1 THRU 7 PRESERVED ANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN O H N THE EXiS77NG COND177ONS PLAN SHEET. BUILDING HEIGHTS. MAXIMUM BUILDING HEIGHTS SHALL NOTEXCEED E 35 FEET SETBACKS.• FRONT- 5' MiNiMUM (16' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25 MAXIMUM SIDE. NONE - MIN. 10 BUILDING S P 1 N N E ARA77ON REAR: 20 MINIMUM SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: SOUTHFORK RI VANNA RIVER WATERSHED AGRiCUL TURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY TOPOGRAPHY PROVIDED BY UD RO ABUSH, GALE AND ASSOCIATES, DUNE 2418. THE, ' BOUNDARY LINE iNFORMA77ON iS P O ASSOCIATES. R V1DED BY ROUDABUSH ALE AND ASSO 1 G CA._S. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. DA TUM: NAD 83 , EXISTING VEGETA TION: PAR77ALL Y WOODED (TMP 45-112F1 &45-112F2 ARE WOODED & TMP 45-84A&45-85 . HAVE BEEN CLEARED AND WERE PREVIOUSL Y USED E AS A CONSTRUCTION STAGING SITE.) LIGHTING: NO LIGHTING IS PROPOSED PARKING: 71 SFA UNITS = 142 OFF-STREET PARKING SPACES REQUIRED MINIMUM 1 DRIVEWAY SPACE + 1 GARAGE SPACE () () TOTAL PARKING PROVIDED: 142 OFF-STREET PARKING SPACES ' GUEST SPACES: 1 SPACE PER 4 UNI TS = 18 SPACES REQUIRED GUEST PARKING SPACES ON -STREET PARKING PROVIDEDE T CES P A ( ) = 18 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES.- PARCELS 1 -68 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE A LBEMARLE COUNTY ZONING ORDINANCE.. BURIAL SITES. • FOUND DU FIELD iNVES77GATION OF THE SITE. THESE DURING TWO CEMETERIES WERE R CEMETERIES WERE FIELD VERIFIED AND DELINEATEDBY DARBY 0 DONNELL, LLC iN NOVFMBER 2018 FIELD EXPLORA77ON WAS PERFORMED AROUND THESE CEMETERIES WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE 2 CEMETERIES ONSiTE THE FINAL CEMETERY REPORTS WERE SENT TO DHR iN DECEMBER 2018 /DENT?F}7NG AND ESTABLISHING THE LIMITS OF THE CEMETERIES Y ! S . AS CURRENTLY SHOWN ON THIS lTE PLAN STREAM BUFFERS: R LOCATED TIES OR Wi THIN THE LIMITS OF NO STREAM BUFFERS ARE CA7E ON THESE PROPER L THIS PROJECT AREAN. FLOODPLAIN: THIS PROPERTY iS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. RETAINING WALLS: ONE RETAINING WALL IS PROPOSED WITH THE DEVELOPMENT AT THE LOCATION OF THE PROPOSED STORMWATER MANAGEMENT FACILITY. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE COUNTY N SECTON 32- Z 9 OF THE LBEMARLE COUN LANDSCAPING REQUIREMENTS WITHIN W1771 A Q COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE NTH VDOT AND ALBS. CO. STANDARDS TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA TION AREA: REQUIRED RECREA HONAL 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 W17H TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES RECREA 77ONAL PLA YFIELD OPEN SPACE. STREAM BUFFER OPEN SPACE. N/A RECREATION AREA OPEN SPACE. 29,620 SF (0.68 AC) STORMWATER POND OPEN SPACE.• 38,330 SF (0,68 AC) OPEN SPACE. 54,115 SF (1.24 AC) TOTAL OPEN SPACE: 113,256 SF (2.60 AC) OFFSI7E EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFS17E EASEMENTS ARE PROPOSED WiTH 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. RIO DISTRICT - ALBEMARLE COUNTY VIRGINIA .�, ..� T P 45-76A �` -�--., ` - . - ESTES, ISABEL T 11 TMP 45-76D / ' "� ~-•• ` ` ' • ` ` DB 3D8 PG 386 / BRANDT, JOHN E B ,' % ___ '-._cHJ a :-:: :::.: > . > , .. > . _ , DB 1628 PC 128 , 10 w C 9t� f D ' 45-84 A: 45-84A2 . �� : > . � .-.-. �: ' > . > � r� - iN7 pNCE O , r ' 1MONWEALTH OF VIRCINIA . • , t:' ... -� `'e Wpa FRSECTI NEAR,l , ---_._., ` P RIGHT OF WAY SECTION Z. :: ' '''' `•� ; ` ' - .,� ' DSURN ON yViT r , DB 1821 PG 605 ` i ` ti , ,` .:: . s_...:. : A e - o '"1-A RT - , TREE i� \`\ '" wry: 4, : ..:'� . 1. �� '- .., /7 , PRESERVATION `'/ / �! -1 :... _:';--:- '�~`•• _. /� AREA # !' .LOT g .' ... i ;_: • • --•..„ TMP 4 -76 1 %/ �'I 5 5 `I y :: > • , ____. WEBER, LEWIS A�LI NG TRUS7f � os ACRES / �OT .' I ` OPEN SPACEA . :,. __"" DB 4998 P 441 j ' �, `. . y , I o.2[F ACRES I ` `�4 ` ' . G--.:.. 4 ,/ 99 \ , x' r �' . : I r '� LOT. b' h' O1Q °'~ , x:. U r::. , . '! • �,.; .. 1 r : � : • �:...:: � ; . 1 p� . Tic' a ,. r, . . �� . • -�.: � f •. r 'LOT"�i .' '-: / ...'' :. •: �• "�'�• • 6� '`7 ti :�' . & 9 r . . �' . / ,LOT i2 ' : o . bw: > °` -�, , , ;' o a..• , r' r ,m. :n r w L T ., t•' 3�� r :t 't ��' f i Ss • C" � C is r t T '`^�•.. TMP 5'.,76B'"'�I �O•N �I �, r r. :.. 4 e �y •�_ . Y P r.' 'ae / / DB 3677 PC 444 • LOT.• . R evi ew d ••'w ��. and ::�> ,tea. Approved PP 0 b the 1 _; /' Y .f. 1 PRES RVATI .. Cor n _ ��. uni D ev � el m en h/ t Department "LOT' �• REA # 4 :. , e a rtm en .''L T 0 5•. �� D l r � ate Zb l A RE "�•am ��.. •, O, s QA C S -r • L T 5: t-'-- b . / > b • / •� b •'i - Fil b -t 1.' '.LOT fi' ':� r" . >{ i, �L 7• P ' �•LO`r .r • �e . . TMP 45 7 4.�• !• / .. i .s> RUST E LEWIS A LIYIN T I••• t EB R EW ' ' F 0 8' ::y}::.::::,: , ` ry ' r' / -,' a r t ' ... .: r ,�„ _ �;: J• t.: „' I 98PG 3 •r �DB49 L'-' 1 c / r+s 5 ':3 6 :1 T w / 3 'r - ��aT•1 ' t i c.� n- ::`� : to s' T. �. . �� t T o . S r v' / 1 : / / -� a 't• r OT 2i t �' s \ ,� -,;. " ../ . •n F 1' �,. LOT 2z. / ' B r /. r L WW • • . LO.T•z r .3 r • •� 1 O �: t Vti >t al 1 b R. • ` V r , r r• '. � � 1'VL �i. t' . > . ""'--- f \•' I I al T �. L'OT' •r .r / '., .., Su bl tt � Pe EN SPACE F 3 .' ',' LOT. t he Approved db t n A o e and �, Reviewed �06 ACRES - 'S Re P Y A .0 6NSP � 1=� : a ment �Y � / De �k I ent eve o n Com munity p 0_jL�, tY f .j z' :�,. , . \ 1 '0• \ EXISTING �oT L °z •RE 6 ;�C L / CEMETERY ate .:S \ .L••T O fi 'r / 2 > 'I �' F le G:;':.: , •/ y ;r ; f m XISTIN ONSTRE �'"`•-�• • • r k'• •'•''�-'� `�. , ':n v �.i' PARKING SPACES '��%4`•f.• _ �. \ • •: • ' �' } (g x8' TYP, a OPEN SPACE E � ,� . • A. r a .5 . w f T 2 ACRES a 8 REE _ T .::_ .. THE _ ...r-- .. 1 •: � _ - ""� ';.•.>-_ �..' �'''r �.•: f� �, r / ... > _ - .:5 . .f' F`\ i r ' PRESERVATION -�� .. PRESERVATION LO 6 7 �l r •/Wl NU. •A •i AREA # 3 1 E •. A AREA#6 '•�{��:: �: i�' •S i' 4 • -r` w •i • .� C ES I• { / R o.o ACRE7.1S 1 4 r .r : h i . T �- I `'_ R' 3� •.z . � i \ �.• / I, . - i �•. • 'I '; i' .': i' t :' / r ••L O T •2 . _i 1. / 9 ',•. t �•� T L a fi . -t• � /• C } I e. i' .�\ - i ' s 1. ! '' * - LOT' a' TMP 45 82 r PROPOSED TOT M PR P i j _ :;: �: r I �• : •� E BROWN DIN HUNT DENSY L NNE UNDINE -BRO WN, MARI Y \M/T •LOT fii�� '� i•`7� �•�r LOT AREA, N L .I , \ ' L T fi 0 1• 44 I. •' .{::;: ' EBONY GARTER - .:I-: �' •': � as SF MIN} I' 1 \' ::: x i' t .' • ' , : i • 1` K; :' `. ' : L T . i DB 5DD2 PC 606 { mi . .� : I: i 0 3 1 TREE '4 { f a. .a . i i t � •I• i.. 'I . PRESERVATIOA,- : : _ { •\• F"''. a _AREA # l7P.4i. LOT r•i }�. i• I.o.o ACRES -7 t - OT.' z�� L •), .., __A I: ''.. - �. 3. _ :: I mot' _ - �' _ _ - `- _�' ` i ' :� : ... '< �� ,' > r/ / RiW TO BE EXTENDED l }.' ' _ y { ^" : \\ ,�/ TO PROPERTY LINE FOR I.. '' UTUREROADW �- I ^ t OPEN SPACE G / F AY +� �i Y�'k:. I �',•: CONNECTION _v ACRES ,• ,I. L � T68.'. 0.68 y. Q r t. 1 :j �� I i11 {'} 4`: _ t' zl +q { TM 45 86A P 1 '•t .� C1 -� 4 ! t ::.i,.- . { ONST REST INIA :' v � 't ALTH OF VIRG COMMON •� LOT.' • •. N F i� • t' C PARK ING KING SPA CES LOT.G �' {� DIVISION t •4 RIGHT OF WAY •l' is IN. BLD •t• <•. G L �t e\ �_, D �I: EP S ATION - BZD4 PG 24 • i D t .�". .n t t:.' LOTS. I' nl } }.'. I .y.- :..,.,: s,. t� •t• 'i l n.. I �L aT �o. �.:: 7 0 ,I. t- i } �o i. ,`' - Ir t f'Y. L �Y: 1 a 57 ' k :} :. i• 1 1 t >+ i c TMP 45 82A t. R T 0 BE EXTENDED t' ,.,... 4 . 1iN •� I.' 'LOT •�:�;::�•.�:'. i' F THIRD MESA LLC 72 I i N TO PROPERTY LINE FOR - �. . .i 1. '4 DB 4841 PC 138 FUTURE ROADWAY . L • T•• -'-t R W •i �� o 0 S R' ti' o to R •'1~ 't 't _ 'S CONNI'llECTION _ T C C ION _ __ _ _ D L' W :Y; r }' U 4 I' •t , .p 4 I r •• f: r.••'. tt . •r - .t Jt' . ' r a 0 33 N'' s: .t ' t .t. �. �i� / ry F i 0 0 }Z T• i i , t' i� :i;'� .b a• t / 4 . 1 t' 1} 1• '. t �- t o 34' ::yam . ,' •; t::;::.:: ;�::: f �.. A.. t? :t; .t i t� �:: t ' i' • •i :t i �t t t - t i. -'t . i i - 81 •5 4 TMP 45 -1- t t .L bT' i MESA LLC i N F THIRD ;fir, . 1-1\1"k i 3. 'i . ems.. l' .1' `'� L T i' 39• } 'i DB 4841 PC 138 y 1 t } t d .L� T i GRAPHIC ALE I 4 S } t i` i •o •i' I. L T. 1 { 4� 1 t 4 l 'L'OT •6. .y 1 ) J i 3. l { 1 O'F 2• :.fit?r:,.:: 40 20 0 8 �•L t 4 160 � 1+ •�� } { ;• t t I� i I t •.L T.. L. i S7 t l - i.4 { 3 I i 4 .t, ^A i r +'I J6 y�a' 1 _ i ' t l' FA • FJ R Y�. 4, u I•-^ Y : 1 0 I { .OT. a i 'L .4 •N I' '1 •I t .�j 5• I t o ..... r L T' �1 t I• •1 �a 't 4 1 }. �i I 1 •.t• ,I. 'L•ti FEE 0 IN T I .LQ 8 47 f T. l ' J • l � t 4. - } 1 ,• T•• .r II i •' 4 i I i .LOT.••o'• I.'. - __� \ .4 - - •L.O•• ..i 5 a T� �� 1 inch - 4Q ft. �.. LOTS. 5 } }'. j .,.r;.. _ .��-' :LOT ' i I.': . ' .'LOT•55 54 1 } 1 t 1r } s�0 MIN. BLQG .. > ; .1: . LI �------ ____ � �� . • : i I. , - .' .1 , I SEPARATION , , " i:.' , ..:.. . l L- - -1 > ::: Mr R ,„_ �: : ��I SP.RC C \. 1' 1 i ::. A R Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 LAYOUT & UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 -TYPICAL SECTIONS, NOTES, & DETAILS { \.] so' MIN. BL - '„ > : t :::. . > SEPARATIO OPEN SPACED > ` z a : F .` I C >4 E rf . 0 oACR S 1 4 C. •. ........ >. ..,aa.>a..P•.a.::::::T0eI1::::::::::>: .>... ...>..,.....>. .> .. .•.........,..>.,>.::.,.::::::::P.REgRt�4�10N••. /P•::::::::::::::::::::: ... \ >> ` •AREA #� . > ` :':1 ':' tt\ , , I ::::::: :::: ,:::: .a: o . IMP 45-86 : %`: _.,ry: NIP ALBEMARLE SOCIETY FOR THE TMP 45-112F � ;•� .• PREVENTION OF CRUELTY TO ANIMALS INC \ N/F FOUNDATIONS LLC ................. i:: . DB 2096 PG III t CIO FOUNDATIONS CHILD > '; M t DEVELOPMENT -1 f . .. DB 2834 PG 1 . Y P ....... I',. _ . .. .. , t 6 TOTAL NUMBER OF SHEETS a..,.. `` .% 4 .-. . .-.•- 1. ' .. . . . . ROADS LEGEND ��.r �� 1 y:. ' j•:LLLLL ' EXiS77NG CULVERT ...-. „ EARTH DITCH r ' CULVERT DRIVEWAY CULVERT DEVELOPMENT AREAS:o:. _ LOT AREA = 3.73 AC (42.6%) • _ - . :: '° ."., dim:,': A DROP INLET & STRUCTURE NO. BENCH MARK OPEN SPACE = 2.60 AC (29.6%) --�•-�- __.._.- �' ... . n �o'. - • CURB ""' RIGHT-OF-WAY = 2.44 AC (27.8%) . • "° m:' f .: ��'t ' CURB &GUTTER _ _ _ - '- CLEARING LIMITS k - '0100 :,i' ' - ,-� �° IMPERVIOUS AREAS: . :� PROP OSED PAVEMENT _ U LD GS 52 BUILDINGS IN 540 SF 1.21 AC t t -' ,i. EC-3A DITCH EXISTING CONTOUR PROPOSED CONTOUR DRIVEWAYS = 20,600 SF (0.47 AC) SIDEWALKS 19,840 SF 0.45 AC ( ) ..' . -- -° -2 .r S s DEPTH OF EC-3A DITCH ROADS = 62,760 SF 1.44 AC) ( ) t 11 EC-2 DITCH DEPTH OF E C-2 DITCH 2aa.55 �- V110T STANDARD STOP SiGN PROPOSED SPOT ELEVATION PAVED PARKING AND CIRCULATION AREA = 50,460 SF (1.16 AC) t y �.- _ - _,-_ , . h • ---- " r• r ti.NE. . --� --•--- - �' "'' "` piste , ot�=.35; - 6 t rtt. ; „;EgS>[ - -- SCOTT R. COLLINSZ No. 35791 � 'ZONAL Et Z Z o J ¢ 2 x V in w U1 0 J Z oP 1--1 H U1 Z H " W W 2 Ce W Q :; 0 N TM, F- z � �/ I`4 (I` U / FF-1 /" F--1 0 Ica ((D V 06 7 CL W I- L U 1-1 W (r�^ V/ -�•-� 1. Q w F-1 a >_ U J LIJ QL CL 1 IN/ Q a W W 0 cL IV Uj LU o LLI m Li 0- I N JOB NO. 182152 SCALE 1" = 401 SHEET NO. 1 TH pp-'� 0 SCOTT R. COLLINS � u No. 35791 Zz o a 0 �■■� m W � m o z Lu ce . 11 IIV 1 \VJLV 1 IV 1\V 1 L\.fVr%I LV WWI 11III \ I LV VLJI Lnll\ Luru I V,LJr1V Lv �_ ♦ J J ) ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4'2005. 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED y , / 1 f f ti �� / IN JUNE, 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY y - / / /010.9, , . / / ¢> 4� GRAPHIC SCALE __.�,� // / / J I / I � �y� � � f, Q� o zo • / ao ao � iso ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD - — / / / r / / / ! / ! , / o / VERIFIED IN NOVEMBER 2018. _ / / / / / / / , / / / / / / / I / / �' 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. _ // THE MANAGED STEEP SLOPES ARE LABELED. ��-------- �' / / '/ / / / / / L. / / / /� { IN FEET ) 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. - ' ` // / ,/ / / / / / - '� , . / / / / 1 nch = 40 ft.r--- -1 N-1 w 4u/ 1-1 �1 0 06 Z 7) 0 w ❑ �- z 0 � V V < z H v) x i w w 1 0 0 w Q �C w w CO tu- O Lu a JOB NO. 182152 SCALE 1 " = 40' SHEEP NO. 2 11 Y'. 4•r , L.• 'La •♦ L. s a' a a a� ..9o.�•. Y,'�.�Y -..+ •a,��^. a . , •�,+ � /•„ t XISTING FIRE HYDRAN TIE -INTO EXISTING PRESERVATION / 97. j . .• •8"DI WATERLINE TTREE -LOT . AREA #5 TMP 4 _76 o.15 ACRES / �\ `\ _ ........ ....... `'"'•-•b,.�. c� WEBER, LEWIS A LIi�INC TRUS , LOT8. • � � Oo zN ACRESA - _ _ ■ • a n a b o\n °�-. �b % DB 4998 P� 441 \ \ ' LOT % :• PROPOSED FIRE HYDRANT 11 j' • / �s. ': •� XISTING 8 DI WATERLINE / ASSEMBLY (TYP.} / j ''•� NOTE: MILL &OVERLAY STREET SIGN (fYP. .7 .. -a > i a `�7�7' USN ''�_a PAVEMENT AT PROPOSED ENTRANCE TO 1 ! .' . \' i� \' Q.•. / \'hOT.�o PROPOSED 8 CL. 52 DI WATERLINE /..%f, . : '; Y a a'; . ,.. ■ A , �Q 4 { • �,. r �OTjr �j% -• THE CENTERLINE OF THEE ISTING ROAD l . - � \\ • , ! '. •}' '%.iyQ : • .,f•'•" t r \ • , /f• > , a • . s T'L' y m m m r ".�� `-�.""''_. ' ••-,..,,�, 11 '.• '.- -•.'•• .,\ \C' _�"i� � _ � ��. / ' • • ' -LOT•2?.. • •. • • •. , ' . � J �:�: •f. , °�: •V S `-'-•,_, � Z ~\.. }((�y / _ \ •.�, �^ I '�• ••LOT iz .. •. •o : J: � - a • a • a ° a • ♦ r > '.•.,-b .,"•.., / �'. / • - .::;';�• �` �'' • / `'-, ' . 'LOT'13' / . �j • • L , 1 '�'�,1+. ate•''^! ��`"� / \ti TMP 45 76B n' r' s a i /' .. :�.• ' :�?:� ' '{ .'p .' ;•�:;� ;= . • r ., 'PROPOSED 20 SANITARY .' �� /�,w �z•- 'ter„ JOHNSTON JACOBA KAY t z LOT•6 v.;:" '�"�� ;. :. 1:' 'PROPOSED 8 SDR 26 PVC.' 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Ur / / a I J SEWER EASEMENT // PROPOSED8"SDR26PVC // ,/ ,' / // l / ! -,SANITARY SEWER It I / '~7- EXISTING ©VrRHEAD _ __ _' f r! /-7--EXISTtNG-8"D1P - —_------- J_._ - __--- ---- r� - <��T ,' ,?", / +.~�,� - -_,�•' _pO ER LINE �'/ t r - SAI�LTAELY-SEW ER-=�- -- - - � - q - _ _ ' / a ��- '` ' - _ D H `may _ \\VARIABLE WIT EASEMENT - _ =�� -�=�-- -- ------------------ ==-_ � � -_ �_ � ��`--___ -� ,_' f•-,...,_,,f�-�`�; �_ _ _ / � J/ / r/� DETENTIONT FOR r ��,_-`"EXIS_TWI G-SAN_____________-_ J, ' ,� _\\ ��« a __� _- -____ ��' '--f--_..� .f s J i /! 30 O-R""--- POND _ - - ___ _ f_un , DB t r SEWER EASEMENT �� _ -. _- ____ DB 996 PG 200 J t: 77 K PROPOSED 20' SAN. L~\\ 1 -` SEWER EASEMENT r � • r / t/ ' It GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. I— z Q V) H H m rr� V) W z � z U-i Q Co z � �--� p LU � J 1 Q 0 cy- U-j O cl� Q LLJ Lu o m L a v=i JOB NO. 182152 SCALE 1'f = 301 SHEET NO. 4 z z z z !n z J J U O C N C O U C v 3 v L n. x v v +J O 3 C Y v C O U L N C O U L O C d rn c O U 7 L C O U O ID v �E 41 O C 7 N 7 U C L. N > v O U, a-/ d L N O Q L ZI Q T C U L O 4- N N 7 N .II O C D L N "d C 4 41 L d C_ C L O y O L C U 7 O L Q N L v O C T d "d C d Z_ E W W Z_ Z W U) Z J J a U 4- O T L v C_ U L C_ N .N 7 U X N v v L d i-� C v E U O N 0 d �U O w N d C d U) C d C_ N U v t 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. A A PREPARATION A A A A A 2 UPON COMPLETION OF FINE GRADING AND PREP R TION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS 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 PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END 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, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD 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 THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM 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 VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON 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 VDOVS 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 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. 3. 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 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. 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 UNLESS 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. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 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 TYPE 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. NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER Y OF PLANTING STRIP R� PER S OEM ZONE REQUADAENT CG-6 CCJNQRF7E FAR 3' CURB & GUTTER (xrGGAND 2x zx � 1 Y �y ��r�y� . VTING -'�•1 '• 4' WOT 21A ' RANSTRIP +. T STCAL' BASE ENST. GROUND POINT OF CO-6 FINISHED GRADE CURB & GUTTER S S' CLEAR ZONE T I SURFACE zV 5 6' PI.IWTING r STRIP 12a 125'� I I (TRAVEL LME) (TRAVEL LANE) 29' F/C-F/C 54' TYPIUL j% 16?HB0Rhf0010 FTR ffT S1f"TICIN ('Sf Rl*) (PUBLIC STREET) DESIGN SPEED = 25 MPH ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSIRUCAON WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WA Y INCLUDING CONNECTION TO AN EXISTING ROAD, PERMIT SHALL BE Y R A , A OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (WOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REfLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Z ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA AONS AND STANDARDS OF MOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VFRIWAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.-1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE MCMIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE- PIPE -CLASS N. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. H. 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. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA 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. EMST. GROUND CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH W INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 INLINEAR FEET) DETECTABLE 'WARNING SURFACE (AREA 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 BE SUMMAWZED FOR EACH CUR B CUT RNP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFA.CES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAOAP 12z1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 OETECTA13LE 4&1 MAX WARRING SURFACE AHD SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' FLOOR OR BY USING PERMISS93LE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST. HOLES (JUST BE PROVIDED FOR DOWEL BARS 50 D THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF t01 MPx PRECAST RAMP FLOOR. PRECAST CONCRETE SHILL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG TYPE A CONCRETESIDES OF THIF,/RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMLM PERPENDICULAR 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'Mn'I 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE FLANS OR AS DIRECTED 120 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 120 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES ACURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED. 5 TABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED P i AND USED BY EDES RAMS. $. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 5f THE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:i MAX9 THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. y 1'0 VK 9. TYPICAL CONCRETE SDEWALK IS 4" THICK. WHEN THE ENTRANCE RAMICANNOT � ACCOMMODATE THE TURNNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK N RU(;K REFER TO 5TA'NQNE UFP COMMERCIAL ENTRANCE (HEAVY 4 MA TRUCK iRArF10T FUH CONCRE rE UEPiH. AT .2' HIGHER THAN EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT ;KX ,SAME AS TOP OF CURB THE MINNLIAI WIDTH 5HALL BE THE WVFH OF THE SHARED V5E PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (OIACONAI. TYPE C A 4's 4. LANDING AREA SHALL BE PROVIDED TO MMNEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY NCLUCE THE GUTTER PAN. r r HUNCA EU UCME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIALSECTION OF .B"-2.4" C-C CURB AT ENTRANCES DR STREET CONNECTIONS THE THE DETECTABLE -►I Ci WARNING SLRFACE SHALL HAVE A FACTCRY RADIUS OR BE FIELD U O V 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 1 g L_ THE BACK OF CURB. V a a a O O D U V O O U - U U U 0 0 LANDING RAMP + u 0 V V O a o 0 V 0 U a V V 0 0 I a 0 0 0 0 0 0 V V o 0 0 U V a 0 v o o v o o v v o a a o v a o v v o v o a v o o v v a v a a 502-65X OF BASE DIAMETER TOP DIAMETER 1000000000000 a a U DETECTABLE WARNING l l AT BACK OF CURB I 0..4" I VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. I 1` BAST E DIAMETER TRUNCATED DOME PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1v00T CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIUGE STANDARDS SHEET I OF 5 REVISION DATE (GENERAL NOTES) IU5 07/15 VIRGIWA DEPARTMENT OF TRANSPORTATION 502 2U3.05 60 MIN. TOP OF -- CURB .0 STANDARD CG-6 CURB & GU TTER NO SCALE f,. _AAA _� F''!-'.f'.+� ��'?L�.. ... . � a,•I � x� �� 4' •x7e. F 'T�yj�$ gin w�i a.3j• .ept L.. 'ate• N A 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) p� P5 TH o !P SCOTT R. COLLINSH4 No. 35791 �' Za O q {T to ` I w V) L q 1 W/LU Pavement Design RF= 1.0 Location ADT FiGV Design CBR SSY Surface h a Base b a Sub -base h a llp ADT Empire Street 416 0 416 5 5 11 37 SM-9.5 1.5 2.25 BM-25 3 2.15 21B 6 0.6 13 43 Swede Street 152 0 152 5 5 7 87 SM-9.5 1.5 2.25 BM-25 3 215 21B 6 0-6 Marsac Street 1147 10 1147 15 5 7,75 SM-9.5 1.5 2.25 BM-25 3 2.15 121B 6 0.6 3 4 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) A" nnnrn `- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE (OVERL P a ORAI7AGE FABRIC PAVED �M?UJI.DER LONGITUDINAL PERFORATED PIPE D°`+ (OVERLAP f-a AT TOP) STABILIZED OPEN K110 AGGREGATE GRADED QRttNRNCE PAYEMENiVAYER 1_ SV8dA55 4AYEH " PPE SLOGRADE SIJBGHAI±E • ! OUTLET -. PPE - I CRUSHING STRENGTH TYPE OF PI. " W.T• 4'" NOAL WATER SMOOTH WALL PVC ADS £Q{RRWAIED PE� M`.,HTO w232. SEE NOTE 1 157 ACCREOATE,, 0 AGGREGATE OR CRVSHW GLASS MEEI2NG fY.�,.: GLASS ►(�Tasa E uRABRW R�Quri�enr. NON -PERFORATED OUTLET PIPE FOR USE, UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS SEGO OF; PAVER SHOULRERI. PAVED SHOULDER SECTION (FOR USE WITH STABILIZED' OPEN -GRADED DRAINAGE LAYER) 7YPit QF P IPE - CRUSHI`IO STR€NOTHSTR€NOTH )(W.'rj 4" NOM.DIAI,tETER SMOOTH WALL PVC .lO} SW)OTH WALL PE RX)i UNIDERDRNN SHALLBECEWERED UNDER CURB 00 OUITER. X WALL TH SS (MIND - W.MS �� - 1 i )E i��rTEQ A4F?PM14 T4 hSFH P Z4.Z 4T 4E OEfLEG.I4N, tbTEi{TL61tAtrfvC£ fIDA1C (OVERLAP 1'-D' AT i0P) r COLD! CRAB PAVEMENT r . i.r( GmvrSTACU� -Es 9HOUt DFR OPEH t/DED DRAWRAGE LAYER .' SE NOTE 9. E � Q6,,,� 51168/SE LAYER .:..... .«,T_«. }INN L111E PAVE-MMT h14N'PEFIRF�ORATEO y CQN€ecTION . 9LBGRA•• UUTLET_F'IF'E -EP.-... SM NOTE 1 --ES 4"f- PIPE 457 ACGfECATE, 40 AGGREGATE OR CRV fO ST'O. UD-4 REb'D. /' ST'O. UO.4 RKO'D. GLASS MEETM. 46 ORADATION ]RECliM. ENT, CURB AND GUTTER SECTION � (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)I slNauLDER PAY€MENT f NOTES: Ep I a 4' UINLU t, PHQVIDEU ATINNWG LWAI W 4" OF AGGREGATE 4N TOP Of PWE EIDGEDRAINS IN GORE AREAS WT N I I P C I"•. 'T Y fNId A Al TR.. 2.. E H� ICNGT wcuL � O1d4EC -, 11tttEG L U DR urCE S N41CT1RE . _ .. {W P zNLE'r, MPHFNUL.. , ECT,I, NON-PETTFQfjATLD DUVET PIPE$ 'ARE "Of REQUIRED,. 3. INVERT E-LFVATION:AT OVILET1EM OF OUF.LET PIPE'10 DE A WO" OF 1'-0 Y {FI RT YATION -:R C DING DIRAINAQ CH R SIRUCT ABOVE VE ELE E EI E OTT 0 4: ALL CC4�CT60NS (FLOG W.,, WYfS ETC.) WIIFi&f PAY ILEITIS FOR OUILET PIPE " AOL TO IiE OF THE SAME CNUS;1!NG SIRMPi AS IRE OUTLET WIPE. I COMJ>.ERCUL SIDCNALK OR ETNTRAINCE UNPAVED SPACE 6, oviar wu ARE r0 a FI5TALLtD ON 2Z M. (3% DESIRMLE) GRADE PERFORATED _MD. LDCATED EVERY 350' MA`tIIAA{ 4R AS NQTEO ON ALMS. LN RDTIAO4 PERFORATED & aTRUCTL�tE•E TO IX SECURELY CONNECTED TO EW-t2 OR OTHER DRAINAGE TRENCH AGGFECATE H FI N 7, WITHMI THE (.NITS OF A COMMERCU'L ENTRANCE, NON-PERFQRATED PIPE SHALL BE UTILIZED IN LIEU OF PERFORATED P'PE. MWt4INE ROADWAY S. THE LENWH OF PIPE BETWEEN THE WYE CONTECTNN ANC? THE EW-12'SHALL BE L WITER MORE THAN r-Q" TO PERMIT CNIERA NSPECMN OF THE Mm LNE ST'D.CUR$ & OUTTER URNDERORAIN BETWEEN THE LIMAS OF ST'D. CURB .TO'NO_ 144 DITHER DTiEOTN)II, COMWRCIAL ENTRANCE C(7?B RETURNS, WILL BE NON -PERFORATED PIPE: 6 CUTTER 4. W SITUATOONS WHEN FULL DEPTH OF STAMIZED OPEN-CRADEO MATERIAL CANNOT BE MA.NTMED L24DER CURB AM GUTTER. W. 21B AGGREGATE SHALL Be USED UNDER CM AND GUTTER. NO.210 AUGMIDATE MAY ALSO BE USER.FROM TOP. OF STABILICEO OPEN-GRADEF MATERIAL: LAYER M, CURB AKIN GUTTER SPt CE1C i!ON" /[a[ij^ REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AAKO BRIDGE SIANDAMS 244 250 RT;Y15JQN DATE SHEET 2 OF 2 SDI 'IIR(;WA DEPARTMENT OF TRAHSPORTAT)CN 701 108.07ji � �1111�111111111111111 row .%row 1 1 1 1 �t_a �:a.8�. tia1:.:•�t a �,:.: Lt. aa��:.:•t4 NO SCALE E1MA S X 0 NOTE 1 ' N TSHAPIE TO BE BEVELED I H WITH MORTAR , 1 DO NOT BEVEL NVERT- L NOTES, 1. "H" MAY BE REDUCED UNTIL "X" REACHES A ►N" OF 4" WHERE ENDWALL. 8. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE FILET END OF THE WOULD PROTRUDE ABOVE S1IOULDER LINE. MI NO CASE SHALL TOP OF ENDWALL CULVERT (WHERETHE FLOW ENTERS THE CULVERT). PROJECT MOVE FILL SLOPE DITCH SLOPE OR SHOULDER. ' CULVERT WAY BE EITHER SQUARE 7. FE/�DY(II_L AT TFE OUTLET END OF THE LVERT QU 2. THIS REM YAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3. ALL BAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET a ONIL ST`WHERE ENDL ALLSLL R IIMOR LESS NNESHALTHE iW FILLSE S B PARALLEL OSHOULDER THE GR/bE OF THE ROAD. 4. THS STANDARD 70 BE USED WITH STRAIGHT CROSSINGS MID ALL SKEWS 9. Y ' CHAMFER WAY BE PROVIDED 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 DINIETER OF PPE CULVERT 121, 16" 16" 2r OR 2v' 27" OR 30' J3" OR 3W A D'-6" O'-b" 0'-9" W-11" 1' 0" 1.-0'. t " n C 11-41, T-7" V-9' 2'-2" 2'-5" 2'-9' , F D'-61 o' w 0'-8" 0'-9r, 01-s" 0'.9" H 2'-310 2'-11" 3'-2" 3'-9" 4'-3" 4' 9 L 4'-0" 5'-D" 6r-0" B'-0" 10' 0" W-01r a 0' 11/4 01-I4' 0'-2" 0'-2y," 0'-oe b 0'-1" 17-1/4" 0'-1Vi' 0'-2" O'-21/4'r 1 0,_311 CUBIC YARDS OF CONCRETE COW. PIPE 1 0.241 1 0.492 10.697 1 1-119 1 2.067 1 2.947 C.M. PIPE 10,2571 0.521 10.73111 1.59E 1 2.198 1 3,145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RM 23'K14^ 30"x19" 341lx22' 3B1x24^ 421lx27" 45"x29" 4J x32" 53"x34" A 0'-B" 01-9. O'-10" 0'11" D'-TI" f-0" 1-0" f-D" B 1 " 1-2 T -5" 1 '-6 " 1-8" _ 1 f 8' 1'-t0' 1-11 u 1_ ., 1 11 2'-5" 2'-7" 2'-8" 2'-911 D 11-2" 11.7" 1'-10" 2' 0" 2'-3" 2'-5" 2'-8" IFO'-511 {i-W. 0'-9" 01.91, 0'-91, 01-9. 0.-911 01-01, H 2'-10" 3-3 3'-7" 3'-9" 4'-0" 4'4" 4'-5" 4'-7" L 5'-5" T-2" W-B" W-2" 10'-2" 10-1T 12'-1" 12'-11" 3 f_fl,r 2'-8" 2'-1011 S-2" 0 0'-2VI" W-31/i' O'4/z" 0'-4" 0'-4Vi' W-04" 1) .5 0'-1%? b 0141 01-2VZ" 0'-2fi" V-3" W-3V=' 01-3Y4'1 0'-4" 0'-4%2" CUBIC YARDS OF CONCRETE CONC PIPE I 0.w2 O.Pi36 L236 1.500 L611 1 1101 1 2.512 1 2.801 ' 'ERENCE RENCE STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 2311x14"-53"x34" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION N 0 0) N ZW W JW w z w z 0 U 0 C: 0 U a� L a x QJ s 0 0 _r_ c 0 O U L V) C P U Lo C ° �o 0 0 U 7 C O U 0 v E 0 C > V C z a ° 0 ° 1•---I s U H � 0 ,1 CIL c ° coL 0 r � 7 QI C;6 O z Q) m O L O 1?. W Q o F" n F- r� / Ho V t 3 oCCc ' U Qa z U7 I•---1 W o O T O w z O I��/ CD z W W Z 0 Z w Q V) Z J Q 0 0 U 0 T ;_ L W ° 0- 0 L Cl N > N V x a) Qt N O V) C N LU V 0 LU Co Lj- a 2 � CL O �U JOB NO. '0 182152 ° -0 SCALE ° AS SHOWN o Q SHEET NO. 0 6 In i[E 7+1 ItlifaftV COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 April 19,2019 Scott Collins Collins Engineering 200 Garrett Street, Suite K Charlottesville VA 22902 SDP2019-10 Berkmar Overlook-Initial Site Plan Mr.Collins, The Agent for the Board of Supervisors hereby grants administrative conditional approval to the above referenced site plan. This approval shall be valid for a period of five(5)years from the date of this letter,provided that the developer submits a final site plan for all or a portion of the site within one(1)year after the date of this letter as provided in section 32.4.3.1 of Chapter 18 of the Code of the County of Albemarle,and thereafter diligently pursues approval of the final site plan. In accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the following approvals are received: 1. Engineering approval of a VSMP plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. 3. Submittal of a tree conservation checklist with areas for tree preservation identified. The fmal site plan will not be considered to have been officially submitted until the following items are received: 1. A final site plan that satisfies all of the requirements of section 32.6 of Chapter 18 of the Code. 2. A final site plan fee of$1,613 &a Fire Rescue fee of$100. Please submit 12 copies of the final plans to the Community Development Department.The assigned Lead Reviewer will then distribute the plans to all reviewing agencies. Once you receive the first set of comments on the final site plan,please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services(Planner)-2 copies[Paty Saternye ext.3250] Albemarle County Engineering Services(Engineer)- 1 copy[Matt Wentland ext.3458] Albemarle County Information Services(E911)- 1 copy[Andy Slack ext. 3384] Albemarle County Department of Fire Rescue- 1 copy[Shawn Maddox 434-326-2623] Virginia Department of Transportation- 1 copy[Adam Moore 434-422-9894] Albemarle County Building inspections— 1 copy[Michael Dellinger ext.3228] Albemarle County Service Authority(ACSA)-3 copy[Richard Nelson 434-977-4511] Albemarle County Planning Services(Transportation Planner)- 1 copies[Kevin McDermott ext. 3414] Rivanna Water and Sewer Authority— 1 copy[Victoria Fort 434-977-2970] If you have any questions about these conditions or the submittal requirements please feel free to contact me at Extension 3250,psatemye@albemarle.org. Sincerely,. Seni r Pla r `y, --�' 1 AL% 4sMpg N ver �'i1Klt31p' County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville,VA, 22902 Phone 434-296-5832 Fax 434-972-4126 Memorandum To: Scott Collins From: Paty Saternye,Senior Planner Division: Planning Date: April 11,2019 UPDATE: April 19,2019 Subject: SDP201900010 Berkmar Overlook-Initial Site Plan& SUB201900030 Berkmar Overlook-Preliminary Subdivision Plat The County of Albemarle Planning Division will recommend approval of the plan&plat referenced above once the following comments have been satisfactorily addressed(The following comments are those that have been identified at this time.Additional comments or conditions may be added or eliminated based on further review.): [Each comment is preceded by the applicable reference,which is to the Subdivision/Zoning Ordinances unless otherwise specified.] Comments to be addressed with the Final Site Plan and Final Subdivision Plat submission: 1. A site plan meeting all the requirements of section 32.6 of Chapter 18 of the Code. 2. [14-303]Contents offinal plat. Revise the plat to include and meet all requirements of a final plat. 3. [18-2.4,Comp Plan,32.5.2(A), 14-302(A)(8)]Bonus Factors. Residential density bonuses are not available for these parcels. The maximum number of residential units that will be allowed on for this development will be those allowed for the R-6 zoning without the use of any bonuses. Reduce the number of residential units to 6 units per acre. The Comp Plan does not designate residential as a primary use in Office/Research&Development(R&D)/Flex/Light Industrial areas. 2.4 states"The provision of bonus factors is intended to encourage development which reflects the goals and objectives of the comprehensive plan. Residential density bonuses are not available in areas where the Comprehensive Plan does not designate residential as a primary use. 4. [32.5.2(b)& 14-303(G)]Dedication of open space; Ownership of common areas. Provide the following note: "Open Space is hereby dedicated to the HOA."Provide information on the HOA that will be maintained the open space. Ensure that the open space will be owned and maintained by an HOA. 5. [32.5.1,32.5.2(a), 14-302(B)((8),&4.19] Yards.Address the following: a) Clarify what the rectangles on the rear of the buildings are with labels and ensure they meet setback requirements. If they are decks they cannot go into the setback more than 4' and there appears to be multiple lots where these rectangles extend further than that into the rear setbacks. This includes,but may not be limited to,Lots 1,2&6. b) Add a note specifying the maximum encroachment allowed into the setback for items such as covered porches,balconies,decks,etc. c) Revised the"side setbacks"shown on the proposed residential lots. The side setback is"0"and not 5' as shown on the site plan/subdivision plat. Side setbacks should be represented as zero. However,building separation labels,as shown in a few places,should be added between each set of townhomes in order to specify that requirement. Please note,building separation and building setbacks are not the same requirements and should not be treated as such. d) Ensure all garage setbacks are met. It appears that at least one,and possibly two,residential unit does not meet the minimum 18' front setback for the garage. 1 6. [32.5.2(a),32.5.2(b),32.5.2(i)]Information regarding the proposed use. Provide the acreages for each proposed residential lot and open space area. Address the following: a) The acreage of the development lots should be included. b) Provide the Open Space letter designation for Open Space B on sheet 1. 7. [32.5.2(g),14-302(A)(5)& 14-303(L)] Onsite sewage system setback lines. Revise the existing conditions sheet to show any existing sewer lines,drainfields,or water lines. There are existing buildings on this site,yet none of the water or sanitary sewer/septic infrastructure is shown other than a well location. Included all existing information on the existing infrastructure. 8. [14-302(A)(9)]Building site on proposed lot. Revise the Building Site note on the coversheet to state the correct lots numbers and ensure it is revised once the number of lots is reduced based upon other comments. 9. [14-302(A)(11)]Building site on proposed lot. Revise the Building Site note on the coversheet to state the correct lots numbers and ensure it is revised once the number of lots is reduced based upon other comments. 10. [14-302(A)(15)]Identification of all owners and certain interest holders. Revise the plat/plan to include the names, addressed of each owner of record and holder of any easements affecting the site. Deed book and page references must be included for all existing easements,and the owners of those easements must be specified. 11. 132.5.2(i)&(n)] Address the following: a) Revise the internal road centerlines to be designed correctly for the areas that have parking on one side. The centerline of the road should not be in the center of the paved drive aisle areas when there is parking only on one side. b) Provide a second road sections for those portions of the road that include parking on one side. Ensure that the parking is shown properly and that the remaining drive aisles meet the minimum requirements for VDOT, Engineering and Fire Rescue. c) Dimension the width,and centerline radii,and corner radii of all roads and ensure that the roads meet or exceed minimum road requirements. Note that although road centerline is provided on sheet 3 in a table the corresponding labels are not provided in the plan on the same page. The labels must be provided. d) Revise the label for Berkmar Drive to include the state route number. e) Revise the label for the existing access easement to TMP45-112F to include the correct deed book and page number. The information provided does not look correct. f) Please note VDOT's comment on the proximity of the entrance to TMP45-112F to the existing road. The location must be approved by VDOT,Engineering,and Fire Rescue or be revised in order meet all of their requirements. g) Extend Sweede Street to the north and south to go to the edge of the parcel. It must extend all the way to the edge of the parcel unless or it must be demonstrated that they cannot be built closer. Also,please note that although VDOT has commented that the connection to the south should be removed they have clarified in an email to the planning reviewer that they cannot"require"the connection,not that it must be removed. The County's connectivity requirement supports its inclusion. h) Ensure that the right of way location is shown correctly on Woodburn Road. The location of the property line/right of way,and whether it is a right of way or prescriptive easement does not appear to match with the County's GIS. Ensure if it is a prescriptive easement that sufficient width is provided between Woodburn Road and the proposed residential lots so that they will not be considered double frontage lots,which are not allowed. i) The internal road crosswalks are not supported by VDOT but should be included to meet County requirements. Therefore,the HOA must maintain the crosswalks within the public road right of way. Ensure that that is included in the HOA legal documents that must be submitted for County review. 12. [32.5.2(l)& 14-303(L)] Address the following: a) Provide the location of any existing or proposed utilities and utility easements including drainage, sight distance, water,sanitary sewer,telephone,cable,electric and gas. Indicate the deed book and page reference for all exiting utility easements located on the property. b) There is a proposed sanitary sewer easement that crosses Berkmar Drive and goes through TMP shown on this site plan and plat. However,the parcels in questions are not include in the list of parcels for this plan/plat. Clarify what if this has been,or will be,approved under a separate subdivision/easement plat. If so then show it as "existing"if it is expected to be approved prior to this site plan and subdivision plat approval. The sewer line depicted must be approved prior to,or as part of,this subdivision plat and site plan. 2 • 13. [32.5.2(b)&(n)& 14-302(A)(8)] Proposed Lots;Information on proposed uses;existing and proposed improvements. Address the following: a) As specified above,the number proposed lots must be reduced since residential density bonuses cannot be used on parcels with this comprehensive plan designation. b) Revise all calculations based upon the reduced number of residential lots. c) Dimension the parking,driveways,garages and on street parking spots. Ensure all meet the minimum requirements. It appears at least one driveway does not meet the minimum depth requirement to be counted as a parking space. d) Provide all proposed lot dimensions. All rear,many sides and some front lot line dimensions have not been provided on the site plan/plat. e) A calculation for the required recreational areas has been provided,a tot lot area has been shown,and a recreational field was mentioned in a note but not located. Ensure all of the required recreational area is shown,the areas specified,and that all recreational requirements are met and provided,including the maximum slope for any recreational area. f) Provide and show pedestrian connections to the tot lot,and other recreational uses,that includes handicapped ramps and warning strips in the fmal site plan. g) Specify the maximum height and number of stories for the proposed buildings. See Fire Rescue comment on the requirements if the buildings are above a specified height. h) Revise the parking calculations based upon the reduction of residential units based upon R-6 zoning without bonus densities. i) Specify the maximum height of all proposed retaining walls. j)- Include all outdoor lighting,including front porch lights,on the site plan and provide a photometric plan, specification,details and charts. Show the location of any outdoor lighting. Any free standing or building mounted lighting,including front porch lights,must be shown in a photometric plan and meet all requirements. Ensure all lighting meets County requirements. j) If any signs are proposed show them on the site plan(approval of signage is approved by separate submission). 14. [32.5.2(m)]Ingress and Egress. Revise the plan/plat to show the distance to the centerline of the nearest street intersection in both direction and not just one. 15. [32.5.2(n)&4.7] Ensure that the open space areas are not comprised of over 80%of the items specified in 4.7(c)(3) Limitation on certain elements. 16. [32.5.2 a,14-302(B)(6)]General information;Tax Map and parcel number. Provide the current name of the owner, zoning district,tax map and parcel number and present use of abutting parcels. Address the following: a) No information is provided on sheet 2 for TMP 45-112F1 &45-112F2. Provide all required information on sheet 2. b) No uses are specified on any of the parcels on sheet 2. Provide that information for the subject parcel and the adjoining parcels. c) Revise the information from TMP 45-86A to be correct. It appears to show older ownership and Deed Book and Page references. d) The owner information for TMP 45-84A,45-84A1,45-85&45-85A does not appear to match those shown on the County's GIS. Ensure all of this information is accurate and complete. It appears that two of the parcels have more than one TMP associated with them. With each of the two TMPs associated with the parcel it also appears there may be two different owners. Please provide the planning reviewer the appropriate documentation specifying the ownership of each of these parcels and ensure all of the address information is complete on the cover sheet. e) Tax Map#45-84A1 &45-85A are not list in the"Tax Map No.:"area of the cover sheet. Either include this information or clarify why it is not required to do so. f) Provide a north arrow on Sheet 4. 17. [32.5.1(c), 14-303(C),(E)&(I)] Dimensions,boundary lines,adjoining lot lines and Monumentation.Address the following: a) Ensure that all boundary lines for the property are shown correctly. There appears to be a boundary missing between TMP 45-112F and TMP 45-84A. b) Ensure all existing and proposed monumentation is included and shown. There appears to be property boundary corners and intersections that do not have a pin found or proposed. c) Be sure to include a bearing and distance for all existing property lines.There appears to be bearing and distance measure missing along Berkmar Drive and between TMP 45-112F and TMP 45-84A. d) Ensure that the adjoining lot lines are shown correctly.There appears to be an incorrect boundary TMP 45-112F. 3 18. [32.5.a(c),32.5.2 d&14-302(A)(12)]Topography and proposed grading. Address the following: a) Ensure that the design regulations for managed-steep slopes are met. b) Revise the line work for the managed slope hatch so that it is consistent. The different areas appear to be shown differently,and the area further north is hard to see on Sheet because of this. c) Provide labels for the elevation of the existing and proposed topography/grading. Sheets 2&5 appear to not show any label for existing elevation and sheet 5 appears to have some errors in the placement of the elevation labels on the grading lines. 19. [32.5.2(j),32.5.2(k)& 14-302(A)(5)]Existing and proposed sewer and drainage facilities. Address the following: a) There are existing buildings on the site,but no sanitary sewer connection or existing drainfield appears to be shown on the existing conditions sheet. Ensure existing condition sheets shows all existing sewer and drainage infrastructure. b) Proposed sewer and drainage facilities. Indicate the direction of flow in all pipes and watercourses with arrows. c) Provide the location and dimension of all existing and proposed private and public easements. 20. [32.5.2(o)&14-302(A)14)]Areas to be dedicated or reserved. Add a note on the plan stating that"All new public street right-of-way shown hereon are hereby dedicated to the County for public use." 21. [14-303(A),(I),(0),(P),(Q)&(S)]On the subdivision plat provide the following: a) Statement of Consent to division(use wording provided in the 14-303(A). b) Bearing and distance ties between not less than two permanent monuments. This includes proposed easement. c) Signature panels for each owner. d) Signature panel for County agent. e) Notary Panels f) A water supply note,using wording specified in 14-303(Q). g) At least 4 control points. h) Reference benchmarks for the survey 22. [32.5.2(r)]Symbols and abbreviations. Either revise the legend to include all linetypes or clearly label all linework to specify what that linetype represents. Some labels along the linework are unable to be read. 23. [Comment] Provide a copy of all exiting off-site easements from off-site property owners or submit proposed off-site easement plat for review. Any proposed required easements,and their legal documents,must be submitted separately from the initial site plan,reviewed,approved and recorded prior to the initial site plan approval. 24. [Comment] Provide sight distance easement and linework for the entrance coming out of TMP 45-112F. 25. [14-303(G)& 14-317]An instrument assuring the perpetual maintenance of the open space areas,and any other improvements that are to be maintained by the HOA in perpetuity require County Attorney approval prior to fmal site plan approval. 26. [14-316]VDOT approval of all entrances onto public streets is required prior to approval of the site plan or subdivision plat. 27. [Comment] Provide a note on the site plan and subdivision plat that specifies the state requirement of right to access of the cemetery. 28. [Comment] See the other SRC reviewer comments attached. All SRC reviewer comments must be sufficiently address prior to fmal site plan approval. Comments to be addressed with the Final Site Plan submission: 29. [32.7.9.5,32.7.9.3&32.7.9.4]Provide street trees along Berkmar Drive and Woodburn Road. Street trees are required along all existing and proposed streets. No trees are shown along Berkmar Drive. Woodburn Road is shown to have tree preservation areas. However,the majority of the tree preservation area along the road are also within an overhead easement. Also,it appears that most if not all of the trees along Woodburn Road may either be within the easement, may not be healthy,or may not be correct type of trees for street trees. Provide all required information for existing trees utilized to meet landscaping requirements. 4 30. [32.7.9.5&32.7.9.4(c)] Provide street trees at the required spacing and of the correct type along all streets. In addition 1 to the comment above,ensure that the correct type of trees(large shade trees)are included in the landscape plan and at the correct quantity based upon the spacing requirements. Large shade trees are required at 50 feet on center for the full length of all existing and proposed roads. If VDOT requirements and/or utilities restrict specific areas of the road frontage the same number of street trees are required but they can be spaced closer together and/or when necessary,and with approval,placed within landscape easements within the individual development parcels. 31. [32.5.2(e),(n)32.6.2(j)&32.7.9.4(c)]Address the following: a) Provide a landscape plan that shows all required landscaping as well as the calculation,charts and tables showing that all landscaping requirements are met. b) Preserve all existing trees that are to remain. There are"Tree Preservation Areas"within the site. If they are to remain include the following: i. Areas and other features shown on landscape plan.The landscape plan shall show the trees to be preserved, the limits of clearing,the location and type of protective fencing,grade changes requiring tree wells or walls,and trenching or tunneling proposed beyond the limits of clearing. ii. Conservation checklist.The applicant shall sign a conservation checklist approved by the agent to ensure that the specified trees will be protected during construction.Except as otherwise expressly approved by the agent in a particular case,the checklist shall conform to the specifications in the Virginia Erosion and Sediment Control Handbook,pages III-393 through 1I1-413,and as hereafter amended. c) Do not include areas impacted by easements in the"Tree Preservation areas". d) Since the full length of road frontage along Woodburn Road has an existing easement it appears that there is insufficient tree preservation area to be allowed the tree preservation bonus. Although tree preservation areas not within easement can be utilized to meet some of the required landscaping for the site plan please also note the comment above in reference to residential density bonuses not being available within these parcels because of their Comprehensive Plan designation. e) On the existing conditions sheet label the area of existing trees with the type of trees(evergreen,deciduous,or a mix of both)and show areas where existing vegetation will be removed. f) Ensure that all"Tree Preservation Areas"have trees in them. Also,ensure areas which do not have woods are not included in the preservation areas shown on the layout or in the calculation. g) Ensure that the street trees shown will be allowed. If not,show that alternative locations are provided either within or outside of the right-of-way. If the trees will be outside of the right-of-way landscaping easements will be required with ownership and perpetual maintenance of the easements and landscaping put in place prior to the fmal site plan approval. 32. [32.8.2]Infrastructure improvement plans. All infrastructure required to construct the development shall be reviewed, approved,and built or bonded before the final site plan can be approved.This includes all offsite improvements required to serve the development,including road plans,WPO plan,water and sewer connections. Please contact Paty Saternye in the Planning Division by using psaternvena.albemarle.orq or 434-296-5832 ext. 3250 for further information. 5 if COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper.Virginia 22701 Stephen C. Brich, P.E. Commissioner April 2, 2019 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Attn: Paty Saternye Re. Berkmar Overlook—Initial Site Plan & Preliminary Plat SDP-2019-00010 SUB-2019-00030 Review#I De The Department of Transportation, Charlottesville Residency Transportation and Land Use Section, has reviewed the above referenced plan as submitted by Collins Engineering, dated 4 February 2019, and offers the following comments: 1. Is Parcel 45-86A being redeveloped in the near future? It appears that the Albemarle County SPCA acquired this parcel in October 2018. Unless this parcel is expected to be acquired and redeveloped in the near future, this stubout is not necessary; therefore, the intersection is not necessary and a curve should be used. Note that the proposed development appears to meet connectivity requirements with proposed connections to both Berkmar Drive and Woodburn Road. 2. Please provide an exhibit demonstrating the grading necessary to extend Swede Street to the North, and identify limits of temporary grading easements necessary should the road be extended. 3. Marked crosswalks do not appear to be warranted and should be removed. 4. For cul-de-sacs with radii less than 45', approval of Albemarle County Fire & Rescue is required. 5. The proposed intersection of Empire Street and Marsac Street does not meet corner clear/spacing requirements. 6. The curve and reverse curve on the western end of Marsac Street and through the intersection with Empire street do not appear necessary. 7. The proposed entrance to Parcel 45-112F does not meet corner clearance/spacing requirements. 8. Street trees cannot be within 30 feet of intersection curb radii. 9. Provide turn lane warrants for both Berkmar Drive and Woodburn Road. 10. Intersection sight distance lines and profiles must be provided for all intersections. 11. Note that the final site and subdivision (road) plan must show conformance with the VDOT Road Design Manual Appendices B(1) and F, as well as any other applicable standards, regulations or other requirements. VirginiaDOT.org WE KEEP VIRGINIA MOVING April 2, 2019 Paty Satemye Page 2 Please provide two copies of the revised plan along with a comment response letter. If further information is desired, please contact Justin Deel at 434-422-9894. A VDOT Land Use Permit will be required prior to any work within the right-of-way. The owner/developer must contact the Charlottesville Residency Transportation and Land Use Section at (434)422-9399 for information pertaining to this process. Sincerely, UhHGL Adam J. Moore, P.E. Area Land Use Engineer Charlottesville Residency VirginiaDOT.org WE KEEP VIRGINIA MOVING Patricia Saternye From: Victoria Fort <vfort@rivanna.org> Sent: Friday, March 22, 2019 8:48 AM To: Patri is�{"Satern e _ Cc: skichard Nelson Subject: SDP201900010 Berkmar Overlook - Initial site Plan & SUB 201900030 Berkmar Overlook - Preliminary Subdivision Plat Attachments: RW A e er I N to .d c; RW A tiltie - er m r Over oo .p f Paty, RWSA has reviewed the Preliminary Site Plan and Subdivision Plat for Berkmar Overlook as prepared by Collins Engineering and dated February 4, 2019 and has the following comments: Sheet No. 2— Existing Conditions 1. There are existing RWSA water mains along three sides of the project area —along Woodburn Road (12" DIP & CIP), between Woodburn and Berkmar on the northeast boundary of the project (12" CIP), and along Berkmar Drive (30" DIP). These lines need to be shown correctly and labeled with ownership, size, and material (e.g. 12" RWSA CIP WL). A GIS map is shown for general location of the water mains; but exact locations need to be field- verified. 2. Show existing RWSA 15' wide easement where it intersects with TMP 45-12F1 and 45-112F2. 3. The applicant should note that the existing 12" and 30" water mains are on different pressure zones. The 12" water mains have an HGL of 795' and the 30" water main has an HGL of 652'. Sheet No. 3— Layout& Utility Plan 1. Correctly show and label existing RWSA 12" water mains and easements this sheet. The 12" water line in Woodburn Road is incorrectly labeled as an 8" water line. 2. A connection is shown to the existing 12" water main in Woodburn Road. See note 3 on Sheet No. 2 regarding the two separate pressure zones located adjacent to the project area. The applicant will need to confirm with RWSA and ACSA the allowable connection points to serve this development. 3. RWSA is in the preliminary stages of design of a future 36" raw water main that will be constructed along Woodburn Road in front of the proposed development. The exact alignment is not yet determined; however, RWSA may need to pursue easements along the frontage of Woodburn for the construction of the water main. These easements may intersect the proposed tree preservation and open space areas along Woodburn Road. Sheet No. 4— Layout & Utility Plan 1. Correctly show and label existing RWSA 12" and 30" water mains and easements this sheet. 2. A connection is shown to the existing 30" water main in Berkmar Drive. See note 3 on Sheet No. 2 regarding the two separate pressure zones located adjacent to the project area. The applicant will need to confirm with RWSA and ACSA the allowable connection points to serve this development. 3. The utility plan shows three proposed crossings of existing RWSA water mains with sanitary sewer lines. All crossings should adhere to AWWA and VDH guidelines regarding separation of water and sanitary sewer lines and should be made with a minimum vertical separation of 18". Sheet No. 5—Grading and Drainage Plan 1. Correctly show and label existing RWSA 12" and 30" water mains and easements this sheet. 2. The proposed storm sewer doghouse manhole at the intersection of Berkmar Drive and proposed "Road A" must be a minimum of 5' off the existing 30" water main (from the outside of the pipe to the outside of the structure). 1 Sheet No. 6—Notes & Details 1. Include the RWSA General Water and Sewer Notes this sheet (attached). Please let me know if you have any questions. Thank you, Victoria Victoria Fort, P.E. Senior Civil Engineer Rivanna Water and Sewer Authority 695 Moores Creek Lane Charlottesville,VA 22902 (0): (434)977-2970 ext. 205 (F): (434) 295-1146 2 • - 45-80A+ 45 74A 45-7 toll45-80A+ 45-76 N1145-75 45-76D STW 061 45-82 tz p 4 ' 6uRNRo ® 4 STW ARV-13 45-81 �O9O STW ARV-1 1 45-82A . .. / 05 76A : + 0 STW 054 - , 45-85A+ ii* / 4 213 S ON-ARV-12 tip 45-112F1 I UWL-ARV-04 45-112F2 10 4111' , 411, 14 i11- 1 45-112E NUN iti'll. mei 45-86A f. 45-112 °"`ii ' . Cli45-86 itir It :1:1116 45-112% , /111:441111411s, i ri imph_Lime Illb UWL-007 45-88 UWL-008 ( UWL-006.. --., i 45-112C \ti 45-109C3 Created by: VF Rivanna Water and Sewer Authority 1 of 1 695 Moores Creek Ln,Charlottesville,VA 22902 RIVANNA Berkmar Overlook Date: 3/21/2019 (434)977 2970 www.rivanna.org Map data is provided by the RWSA,Albemarle i 1 inch = 150 feet County GDS,City of Charlottesville,ACSA,UVA WATER kSEWERAUTMORITY� Feet FM, and VGIN, Duplication of this data without 0 75 150 300 RWSA Engineering Department permission is prohibited. Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards—Version 1.0,adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility(1-800-552-7001). 4. RWSA Engineer(Victoria Fort at(434)977-2970 ext. 205)shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure-tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities,both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times,whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre-blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines,bypass pumping and/or pre-and post-CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs,retaining walls, footers for any structure, drainage structures,etc. 14. Trees are not permitted in the RWSA easement. rceview t,.om - ' - Of DPZUI 90001 U initial bite Klan Project name Berkmar Overlo. - Initial Date Completed Wednesday, Apr i' c • Department/Division/Agency Review Status: Richard Nelson - ' ACSA F. Requested Changes Reviewer I 2019-04-03: I recommend SDP2019-10& SUB2019-30 Berkmar Overlook for approval with the following conditions: * Submit 3 copies to ACSA for review. *Woodburn Road is a high pressure zone while Berkmar is a low pressure zone. The RWSA water main along the property is high pressure as well. If a loop is proposed, connect at Woodburn and the main on site. *RWSA approval will be required for the water main connection. Page: 1 County of Albemarle Printed On: 104/03/2019 Keview Cram ► = r SDP201900010 Initial Site Plan Project Name Berkmar Overlook - Initial Date Completed Sunday, March 1 , 1 ' Department'Division+Agency Review Status: Reviewer Shawn Maddox .] Fire Rescue Requested Changes 1. Verify the hydrant spacing on Swede Street and Empire Street. Consider adding a hydrant in the vicinity of lots 41 and 42 to ensure adequate spacing is met. 2. One of the streets as shown shall be marked no parking. 3. If the building heights are to exceed 30'. plan indicates up to 35'. then the travel ways must be increased to 26' of clear travel width. 4.A fire flow test will be required prior to final acceptance of the site and prior to combustible materials being allowed on site for construction. Page: 1 County of Albemarle Printed On 104'03/2019 Keview uom r SDP201900010 Initial Site Plan -! Project Name Berkmar Overlo k- Initial Date Completed Tuesday, April 09, 2019 1Department/Division/Agency. Review Status: Reviewer Kevin McDermott - CDD Plannina I.I [Requested Changes - A marked crosswalk will be necessary across Empire Street at the Berkmar Drive Intersection.At the Swede St'Empire St Intersection curb ramps should be installed across all four legs of the intersection and crosswalk paving markings are recommended. Pavement markings at these local road intersections will require a maintenance agreement. Traffic calming designs should be considered along Empire primarily at the Swede St Intersection. This will likely see some cut-through traffic between Woodburn and Berkmar and the grade will likely encourage speeding. Potential options might include bump outs at the intersection or landscaped center islandfroundabout treatment at the Swede StEmpire St intersection. Page: 1 County of Albemarle Printed On: 1 04/10/2019 Keview Lom r - • or SDP201900010 Initial Site Plan Project Name:IBerkmar Overlook- Initial Date Completed: Friday, March , i • Department/Division/Agency Review Status: Reviewer: Michael Dellinger -I CDD Inspections rvi Requested Changes Add the following note to the general notes page: Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require an stamped engineered design also. Add the following note to the general notes page: Building or structures built before January 1. 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition projects. Note to developer: Due to required distances from lot lines and structures as required by the NFPA, undergound propane tanks may be prohibited. Plan accordingly. Add the following note to the general notes page: ALL water lines. sewer lines, and fire lines from the main to the structure MUST have a visual inspection performed by the buildng department. • Page: [1 County of Albemarle Printed On. 04103.'2019 Keview t.:o menis Tor 5DPZU190001U Initial Site Klan X `C X Project Name Berkmar Overl k- Initial Date Completed Thursday, Mar DepartmentiDivision.iAgency: Review Status: Reviewer Matthew Wentland I.I -CDD Enaineerina 1-;I Requested Changes 1. The road plans will need to be approved before final site plan approval. 2. The VSMP plans will need to be approved before final site plan approval. 3. There appears to be an existing bioretention feature (per County GIS) at the proposed entrance. Please include this in the VStv1P plan. 4 There are several places where trees are located within a few feet of the proposed storm system. Please revise to provide as much distance as possible between them. Page: 1 County of Albemarle Printed On: 104/0312019 KeVIEW t:01T1 r - o SDP20190001U Initial Site Plan Project Name Berkmar Overlook - Initial Date Completed: Thursday, Apri ' , Department/Division/Agency Review Status: nReviewer - Health Department No Objection - 2019-04-04: If the proposed development will be served by public water and public sewer, then the Health Department has no further comments regarding this project. If you have any questions, please let me know. Page. 1 County of Albemarle Printed On: 104/10/2019 rceview c,:omm • • r SDPZU190001 U Initial Site Plan Project Name- Berkmar Overt..' - Initial Date Completed. Wednesday, Mar • .:, '! ' Department/Division/Agency Review Status: Reviewer Andrew Slack I v CDD E911 No Objection No Objection. Page. 1 County of Albemarle Printed On: 104/03/2019