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SDP201400026 Plan - Approved 2014-03-11
GENERAL NOTES OWNER 045B1 -05 -0A -00900 IWE, LLC 905 RESORT DRIVE MASSANUTTEN, VA 22840 ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SU1 TE K, - !kCINIE CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293 -3719 FAX (434)293 -2813 CONTACT MR. SCOTT COLLINS, P.E. scott@collins–engineering.com TAX MAP NO. 045B1 -05 –OA -00900 (D.B. 4037/ PG. 160) AREA 0.95 AC ZONING (HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR & (AIA) AIRPORT IMPACT AREA. SETBACKS 10' MINIMUM PARKING SETBACK FROM PUBLIC STREETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS 50' MINIMUM BUILDING SETBACK FROM REAR PROPERTY LINE (RESIDENTIAL PROPERTY) 0' MINIMUM BUILDING SIDE YARD SETBACK ADJACENT TO HIGHWAY COMMERCIAL ZONING BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT 35' (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35, WITHOUT ADDITIONAL SETBACKS. A MAXIMUM BUILDING HEIGHT OF 65' IS ALLOWED, PROVIDED PROPER SETBACKS ARE PROVIDED) PROPOSED USE 8, OOOsf COMMERCIAL BUILDING. BUILDING IS COMPRISED OF 5,000sf SHOWROOM AND & 3,000sf WAREHOUSE CLOSED TO THE PUBLIC. THE BUILDING WILL SERVE 77-IE ACME STOVE & FIREPLACE CENTER. NOTE, FLOOR AREA TO LOT COVERAGE RATIO= 8,000sf/41,385sf= 0.19 WATERSHED THIS DEVELOPMENT LIES WITHIN THE SOUTH FORK RIVANNA RIVER WA7ERSHED. THE SITE IS NOT LOCATED WlTHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED D0WNSLOPE FROM THE SOUTH FORK R1 VANNA WA TER SUPPL Y WA 7FRSHED. TOPO & SURVEY TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT COMMONWEALTH LAND SURVEYING IN FEBRUARY OF 2014. THE S17E WAS FIELD VERIFIED ON MARCH 5, 2014 BY COLLINS ENGINEERING. TWO BENCHMARKS ARE SHOWN ON THE EXISTING COND177ONS SHEET, BOTH OF WHICH ARE SANITARY MANHOLE TOPS. DATUM ELEVATIONS ARE BASED ON STATE PLAIN GRID– NAD 83 DATUM. p EXIS77NG VEGETA77ON THE FRONT OF THE PARCEL IS CLEARED WITH STABILIZED GRASS AND THE REAR OF SITE IS FORESTED. CRITICAL SLOPES IN ACCORDANCE WITH THE 'CRITICAL SLOPES NEIGHBORHOODS 1 -2' COUNTY MAPPING 'MANAGED' CRI77CAL SLOPES EXIST AT THE REAR OF THE PARCEL. THE PROPOSED DEVELOPMENT IS OUTSIDE THE LIMITS OF THESE SLOPES AND DOES NOT PROPOSE IMPACTS TO THE CRITICAL SLOPES. PHASING THIS PLAN WILL BE CONSTRUCTED ALL IN ONE PHASE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100 –YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS S17E PER FEMA MAP PANEL #51003CO2800 DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO N07E THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDA77ON ZONES PER COUNTY GIS DATA. S17E ACCESS THE SITE ACCESS FOR 774E PARCEL IS PROVIDED VIA SEMINOLE LANE, WHICH CONNECTS INTO ROUTE 29 AT AN EXISTING STOP LIGHT. RETAINING WALLS A RETAINING WALL RANGING FROM 0' -8' IS ANTICIPATED. MAXIMUM RETAINING WALL HEIGHTS SHALL NOT EXCEED 10. LIGHTING LIGHTING WILL COMPLY WITH THE DARK SKY LIGH77NG ORDINANCE AND A LIGH77NG PLAN WITH PHOTOME7RICS SHALL BE PROVIDED WITH THE FINAL SITE PLAN. WALL PACK LOCATIONS ARE SHOWN ON 774E S17E PLAN. 1 a MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE LOCATED BEHIND THE BUILDING, AS SHOWN, AND SHALL BE PROPERLY SCREENED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION A DUMPS7EER ENCLOSED WITH A WOODEN FENCE AND SCREENED WILL LANDSCAPING IS PROVIDED ON THE PLANS ADJACENT PROPERTY OWNERS SEE EXIS77NG CONDITIONS, SHEET 2. UTILI77ES EXIS77NG WATER AND SEWER U77LITIES ARE LOCATED ONSI7E AND CONNECTIONS!ARE PROPOSED. STORMW47FR MANAGEMENT FACILITY A RAIN GARDEN AND BIORETENRON SWALE ARE PROPOSED WITH THIS DEVELOPMENT TO PROVIDE WATER QUALITY TREATMENT AND DETENTION. MAXIMUM EMPLOYEES 7 EMPLOYEES AT ONE TIME BUILDING SEPARA7ON BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RA77NGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 ED177ON OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS BUILDING –8,000 SF PAVEMENT –10, 300 SF SIDEWALK –1,360 SF GREEN OPEN SPACE 0.50 AC PARKING & CIRCULA 77ON AREA 10, 300 SF PARKING REQUIREMENTS 1 SPACE PER 400sf FOR THE PROPOSED 5,000sf SHOWROOM= 1 SP ,/ 400sf x 5,000sf = 13 SPACES 1 SPACE PER EMPLOYEE FOR THE PROPOSED 3,000sf WAREHOUSE= 1 SP/ EMPLOYEE'x 7 EMPLOYEES = 7 SPACES TOTAL PARKING SPACES REQUIRED= 20 SPACES NOTE, THE PARKING REQUIREMENTS FOR THE 5,000sf SHOWROOM IS IN ACCORDANCE "WITH 774E COUNTY CODE FOR 'FURNITURE STORE & OTHER LARGE SIZED RETAIL I7E'MS SUCH AS APPLIANCES, CARPETING, OFFICE EQUIPMENT OR SPECIFIC BUILDING MATERIALS' AND THE REQUIREMENTS FOR THE 3,000sf WAREHOUSE IS CONSISTENT WITH THE COUNTY CODE FOR 'WHOLESALING OR WAREHOUSING USE NOT OTHERWISE IDENTIFIED. PLEASE NOTE THE WAREHOUSE IS NOT OPEN TO THE PUBLIC SO AN ADDITIONAL SPACE PER 500sf OF WAREHOUSE FLOOR SPACE IS NOT REQUIRED. ALSO NOTE THE MAXIMUM NUMBER OF PARKING SPACES ALLOWED IS 24 SPACES. PARKING PROVIDED 24 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE & 1 LOADING SPACE) S17E TRIP GENERATION (BASED ON I TF TRIP GENERATION MANUAL, 87H EDITION) PROPOSED 3,000sf WAREHOUSE PORTION OF THE BUILDING (ITE LUC 150, WAREHOURSING). ADT (WEEKDAY) = 3.89 7RIPS /DAY PER EMPLOYEE x 7 EMPLOYEES = 27 ADT (14 ENTER & 13 EXIT)' AM PEAK HOUR (WEEKDAY)= 0.51 PEAK AM HOUR PER EMPLOYEE x 7 EMPLOYEES = 4 VPH (3 ENTER, 1 EXIT) PM PEAK HOUR (WEEKDAY)= 0.49 PEAK PM HOUR PER EMPLOYEE x 7 EMPLOYEES = 3 VPH (1 ENTER, 2 EXIT) PROPOSED 5,000sf SHOWROOM PORTION OF THE BUILDING (ITE LUC 814, SPECIALITY RETAIL CENTER). ADT (WEEKDAY)= 44.32 VEHICLES /DAY PER 1, OOOsf x 5,000sf = 222 ADT (111 ENTER & 111 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, OOOsf x 5,000sf = 34 VPH (16 ENTER, 18 EXIT) PM PEAK HOUR (WEEKDAY)= 2.71 PEAK AM HOUR PER 1, OOOsf x 5,000sf = 14 VPH (6 ENTER, 8 EXIT) HV O SCOT R. OLLINSZ STCIVE FIP,,EPLACE CENTEPi., U Lic. No. 035791,E 101VAL 02 INITIAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 50' CURRENT OWNER /DEVELOPER IWE, LLC 905 RESORT DRIVE MASSANUTTEN, VA 22840 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293-3719 .N F R ROq TS \ J� 4 �O SITE v �QTI Ov C6 N' VICINITY MAP SCALE: 1" = 1,000' Sheet List Table - SITE PLAN Sheet Number Sheet Title LEGEND COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY & GRADING PLAN 5 j LANDSCAPING PLAN 6 i STORMWATER MANAGEMENT PLAN 7 NOTES & DETAILS TOTAL NUMBER OF SHEETS .,,� .. 7 DEPARTMENT OF COMMUNITY DEVELOPMENT LEGEND ROAD BENCH MARK — EXISTING CULVERT i CUL VERT – – – –200– – – – DROP INLET & STRUCTURE NO. CURB 240.55 CURB & GUTTER PROPOSED PAVEMENT ' —� =� EC -3A� DITCH T 6" DEPTH OF EC -3A DITCH w EC -2 DITCH 6" DEPTH OF EC -2 DITCH TOTAL NUMBER OF SHEETS .,,� .. EARTH DITCH DEPARTMENT OF COMMUNITY DEVELOPMENT DRI VEWA Y CUL VERT + BENCH MARK — CLEARING LIMITS i VDOT STANDARD STOP SIGN – – – –200– – – – EXIS77NG CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP /BACK OF CURB w T/B DENOTES TOP OF BOX a APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING % ENGINEER J INSPECTIONS Nil ARB Awl& DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY v VIRGINIA DEPARMENT OF TRANSPORTATION w HEALTH DEPARTMENT a r_51 z O a U V) co v O z -� O ¢ En M E z z W ,--, N Lu ce w At C) a M L9 ti M M N mot' 'd' LAW 0 LJLJ N N ZW J J CD i w Lu O J Z 3: � Q U W Y W N ul H Z W W s (/j W J� a 0 0 N U z W F- rH� V 1 J H z W z w U w U :5 CL w U. W `W 0 a C) 0 0 0 N 0 a s C) C) Q 0 0 W >� o� U V L a L m I H1.1 I° c 0 m. z Ld w w z 0 z w me 1 I$ ]NMI U I 1 U C -4mI J � ~ v w F a w = °o U) JOB NO. Q 132094 0 N SCALE ° AS SHOWN ° a SHEET NO. G t F- \ \ \ TM P: 045B 1- 05- OA -008QO \ \ 8WNER: L14CAS, LEE AND RI)TH / T P: 04581 -05 -�C -00100 \ � I O�NER: GRADO ACCTJRSIO OR MARTA \ BONING; R1 \ i \ ACREAGE: 0.789 AC \ \ � � ZONING: R1 \ \ � \ D.B. /�G: 1325/103 \ ACREAGE: 0.907 AC �. \� � J / D.B./PG: 1618/035 NO IMPACTS ARE PROPOSED \ TO THE EXISTING MANAGED \ \ \ \ CRITICAL SLOPES (TYP.) S I.F. \ \ 2.61 \ \ i_ "'�.__ _- ��'� -..�' -- _ -- -- \ t :a }t 'i "`.., .rt ..i S J�» 1rli.. ,•, h 3 ,7 L i A " 3 1 _ -_`` "..:.^i. s� x t s � -- ---,.. r : tP r i v"i � y' ->•'"x ; 4 Z 'rt, (iSx�r ?r' ri-• aJU ax •',��aP 10r a to 'alrgr�'z�A -r}.' �' r ct-:- s 1; ?,.:. ;3 �'p - �Si�d zir'' Xt`z,� yi \l�$z . y r�;,.. r ? 'tT' INS i` „, "2„•,. J L _ f :r , ice.•,... ! ""`'J ,. fi s +� � z 1 .,.� E f t z t t 4 L ', --.,. J 1 f 9 f 3' - ,W �i r z ct r � - 04'27 20 E '- �x � x , � x � -._ -. �� , „ ;€ .., , ;> ,. :r , ,.. fir .f-•: __ -R �_ 740_00 t w ( $ t { ,... � ';, . x, .; ^�.., ,•a::_�.F 1�.,, >FLt.,,.:. t P,.f m., 1 v., i dJ- .;.:`.7 k ?',. tl ,s^v k..? %� P J�•- ;'""*..7�a e r. xlh v t;l r1 z 7r }, ;5.t1 T 7 2 .2 3 ,� r 5i'- ,..7.� krs• �,'`3. -r x Y :. r {} s t � � .':1,{ � x � ,d ,l !''z"�n'rys F>r t 7 , ?t ""' 1 _ 3�`"_ fix , !.::i 'r v q', y ,.. `�r,'•�'a"'�3 -><. ,a�' r it,J.�i+ri., iSr::. {"" r 9 � to • r � r< ---_� ----,_ f _- -- �--".- �- --`.. t, S .t --... >,x T` "_:.�•3. l.d 'Ea a, ?z" °--'. 3 1 a: n.. t- r'. x d .. K.3:, `p. Yw 5 e r i a to NJ ;t t a a ifiS'�: �z "`-- '(, t �°`�^ -Srt t;. k'S*:>,!t{+�•^ , . rm`^-e"'� '^s•-,,:. [ Ott Yr t. { t N `--�lz f var" �, �;, r er`' �k f � �i .rl.s.s1""'4 ,rte �• �tf NOTES: 1. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT COMMONWEALTH LAND SURVEYING IN FEBRUARY OF 2014 THE SITE WAS FIELD VERIFIED ON MARCH 5, 2014 BY COLLINS ENGINEERING. 2. THERE ARE NO 100 -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO280D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. j ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. 1 / TM P: 045131 -05 -0A -00700 1'`OWNER: RADCLIFFE, MICHAEL OR JANICE / I ZONING: R1 ACREAGE 0.496 AC D.B./PG: 91 x/436 S 38•q ff - , . i , Y !yF 1 _ Jr h b ' k Fz, •-J� ,u f F '- 171.2 4' 3 \ d r j I F 4 t . t i r s m X >` t 4 Y � S Y k 3 1( P 'Y' 1 � 4F rs s ? e f tf Y �t \,..._ % 4 { f Y :^,.. -,. N w3 ...k�Y 8.: I f ',•^.�- .- ..2_.,,._, '� z its- -. e r ;. +,•t ,a. X 1l„� �",�"""'ti ---,.. r r { d r t o d ms 1 v•. ..2. . ...F,. . . . f r a _.. / r 4 a N AGE D CRITICAL SLOPES EXISTING M / x4 »5 , .k, •,d x O N UNDISTURBED (TYP.). f ( ) r a {454 5 .,.? 1 h x,`; i,`.• a r`S" : `�1 5 rtY;4 {'S 1, 1 ki YLJ ;', � ` 3 I r + :i'< �Y 3 ,:'::. .x r .. 3 � AL MA ,_ .. J ...x TOT NAG CRITICAL r` ED C C r � r Y r. i 5 1 , . SLOPES SLO O NSIT ac E 0.25 1 t _ -- __"-, --_ _ .,. � , v. "i.`"'t^,,. .r r „ r. ... , .. : ... ,,... 4 SK,..:., YY. A.`t""'i^�., .. ...-. \ . �_�- _ _ `,____._ --�_ --_.._- --_. -� _._._ _^ \.- �- - -.� _ 1. s a ,. n t!Y, ' f .4t",.r r-.. .f. ; .'_..a-. ,- .,,. ">, <,.<s 4..r•.. :;.. ., , .".., . _ k - . r. r - - i -. : a ! F a/ .Y.. , , . f>6 i ~ .: 7 i r,.., .?> : . e r.+ ,".. " ....r .z. s.�;. *.. _ :.:r,.b.. ?( . .< , ,. n .,. 1-52 '; . � 1, :!.n -, F . J 1 . ..' _ .m. C ~ < ..',. ;. : . } - .ro.. ,r � .: 1. .. .. > r a� -,^ ..,.,. � ,,. . ,'.t.n:.,,.. ' z, x„ . . '. , . :_- ., .i ., . . 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':_ .,�° rt V t _ m9 tr'r'• r^ ^t 1 ..�t..•- ir`o'. �3�a �1- ? r -'r-'"-0,".-., ` �r zi �, � y ^r- � ,,t :4 ->rr •.Y r d P � OWNER: MILLER; -RU- SSE- LL-OR- JEAN -NE- T+ ` > : " _ dry - ` � r~ • v t 'f ' -- - - � - 0481= 05 -OA -0 4OQO `N I � V:- �--L 7\ TM01NER: WtLCOHSS; LLC ZONING: -HC- -- -- _- _ _ \, -- 34f5/5�2 CREAGE: 1.145 AC D.B. /PG -ACREAGE--1.f45 -AC -B :IPA: -- 2095/6-1-5 \ APPROXIMATE LOCATION ' �' ( _ -D t OF EXISTING TREELINE LLJ -T l� EXISTING RETAIL STORE EXISTING FIRE HYDRANT EXISTING_ - _ PARKING LOT°' \ I \ \ .� -- ` EXITING GAS \ STATION STORE \ �LP 30' BUILDING SETBACK f � EXISTING 18' ESMT. DEDICATED \ ! R = 25.00' \ ' FOR FUTURE PASSAGEWAY T = 29.38 ! I__ -------- ' L 43.29 r THROUGH LOTS (DB 515, PG.406) \ 1 0 -- \ I I I _ r I ` O Locq t t 10' PARKING ' ' Cr SETBACK EXISTING 20' VA POWER ESMT. (D13 515, PG.406) ( i \ 0 I t t t _L F, EXISTING SANITARY \ tt 2 E`- N \ �� =�� SEWER EASEMENT 3 32 38 I.S. N 32• -77' 60'44'3 ry (D13 515, PG.406) ® LP TOP: 413.30 _ -- �, / -� 11 14 IN: 404.70 "' t� a it r - / / 0P: 4=08 -Q0 - PP / ,, -`'- TOP: 401.60 > w t 10 \0UT: 40 _- ,r _-- - INV I N : 3 9 7.8 5 `S'' \� tt� tl .•_' 15" \ - �--- _ INy -Ok�T X397.75 'r:, C'0 t , \ 0P: 406. IfT --� I.F. \ 20 iy �t II INV IN: 403.15 TOP: 4X8. 16 �� � INV O�T_ 403.00 � _, _ INV A: 405.31 N.F. / FH i E LANE / ttt o \ ' / I - ' - -iN OUT: 405.16 S TOP: 41 1.98 J - SEgINOL I / �� N � 6'3 8ks ' INV IN: 405.73 13.26 #,.� / /INV OUT: 40.58 I x TOP: 40140 S 5 - j / / % // EMINOLE LANE TOP, 403.75 8 \1,AI\I. s s 11, I -- TOP: 401.84 INV OUT: 398. 0 INV IN: 397.65 ---5 WER S- �- _S C III III III III /tli III III III III INV IN: 396.19 INV OUT: 397.50 TOP: 412.0 I ; BENCHMARK -INV OUT - 39:04- - - - - -- �------ - - - - -- - - -TEL -� r LOL499QQ_--- SMH RIM = 401.84' EXISTING PUBLIC - MH - - - ( BENCHMARK INV IN: 399.40 IN�/ OUT: 403.E T _ SANITARY SEWER P SM ft RIM = 409.00' INV OU f: 399.2 M�ECTXR � \ t } 3f Y r.0 I 9 7 A �:8 a r a F t + - - -- ------ - - - - -- -- - -- EXISTING PRIVATE I - - -- -- - - - - -- - -- -- __- - - - - -- - - STORM SEWER (TYP.) -_ -_ INV _(N-P992A,-------------------- - -- w w w w w w w w w w ---- w- w wr w w w w \w --- w w w- w --- w- w w- w w w- w - w w w w w --- w w w w w w- w- w --- � --'"Jw w w w --- w EXISTING 12" DIP PUBLIC 1 RWSA WATERLINE (TYP.) ----------------- - - - - -- -, ------------------------------------------------------------------------------------------------- - - - - -- ------------------------- ---------------- - - - - -- EXISTING PRIVATE - - \ DRAINAGE ESMT. (TYP.) \ (D13 515, PG.406) EXISTING 20' / I RWSA EASEMENT \ \ (D13 515, PG.406} I ROUTE 29 � } � \ T � / (NORTHBOUND) S 1 } / GRAPHIC SCALE >/ F f''-" TH 0N SCOTT R. COLLINS�e, Lic. No. 035791; %�SS,-OXAL z o a a z o CQ 0 z J o M Z w Z w ce O M 1 Z ■ • 1 inch = 20 ft, M 00 N d- 0 CV CV L J_ W F- 0 LuQ U I U) w w I- W t� V O N !- I I H C tJ') c Ji Q c z a E-- E-�1 -C z 1-4 S z W p L C t""r( C W cc C u s O3 U Wa U C Q F- a Wm CL c W x C W c H U. � c, z_ LL ILL LL z u W w z ` / z z 0 C c; a.. . ^ c V ) a � -u c x m a s a J C F- u H w a � i JOB NO. 132094 SCALE c 1 11 =20' c v c C SHEET NO c Q 2 a NOTES: ' LIGHTING PLAN WITH PHOTOMETICS SHALL BE PROVIDED \ \ WITH THE FINAL SITE PLAN. LOCATIONS OF THREE POTENTIAL WALL PACKS ARE SHOWN ON THIS PLAN SHEET. \ I \ \ TP 45131 -5 -A -8 \ \ \ \ \ \ \ TNiP 45131 -5 -C -1 M\1 - ---. -_ -- -...__ ~'- .�- '�"'�. }"s'y - e ,+i �! ratx,�t �r`�^-t- ,•,'r'. �'r °"�`.�.-.� � �h � >x� "t7' 4'^t't« ��'-' �a"- -..c': �� a`�,. y x rzy q a SE r F. f ,S. IMIT5 OF PROPER' b � =L x.,. : �.^- ,`.^•r.- _ t ! { 9o-, EXISTING NA U L t f s - t - _ CRITICAL SLOPES I x , REMAIN .{. — i P. .� a r„ ---_ _ /TY \ � � ----__ � _- � �. � ---__ ._' � --._ -. __ -_ � \ __ ) t r �•� r' t � s�""Yb "� ':>a i.� �' "J*4 � t {✓r �- ,- ..,.r.,,. _. � ,;'i^ � Y�> � � Y}. e ✓ T' 6 'Y`^ -. ec_ :n Y r ,eY ; � 7 f kS ✓g .'- 'i.'�' ,._�;r,,,� n `? `- _-•- ?' ys,3 },far :^ ✓,fic'. 7tae - ,- ,;,,,, tfr.r�::r"^':-'- ya' •-w..t r+` "{ ,tr 1 Jt +, s � -rv� =E y r^ f 5 r a2 ,rt o �a ri rsr.; >< ., �:. i , r �„ -, , t ,:...�""'_"' , .fit ,r. „ fr, ca '..r__ -k-M.. Y ..'�,xor c . k, i....c.. s, ., � --�" "`--� �/ __.'•^._„r,�- `rr'ta,""K -r 4` . r 1 !- ,t- ...'.'.f eE ter'. >, e ,,.s�. , r.;. � j"` ; ^rN y + Ste} Y a fr 4ed r �:'f A� f i •- -i � - ..._?. '. Ti ! X: t eCrvdrZ -r'f -"f. },r ,,. Nei �- fsS" `t,3 a fi'rY •- „,,,,_,_'r; ^PROPOSEDTREELINE PROPOSED TRASH _ - DUMPSTER ENCLOSURE - - / f 1 � I f I TMP 45131 -5 -A -7 \ G \ \ f t 4$'N L ✓ t J ✓ 1 i � fi ( 0 3 T S 1 f. , f J e w � v iG r x r r ��� F r T x r � 71" t a f } S� z L i n' s f 3 x' ^tt h's ,r. f* <"'�� - 'F' Par �” �,''' �.:,'"�� 8'.-`i"`^'s• ;: g:.n t' f�..; -;:; ss ;k+'4'""';� t .,;: r a �., �,�,.�• z r � t r w i a l> '-�--- ••:'.? .- >r' ^t•'i'Xi.. TM. + "^n„ to s f r S4' ! ° � � �1 � r `'� � � � k G F' '^'_"- . ---..! � i ,,; �- r, s. - .... J J i r °-r- ...��""'- �^�^✓. y-- ..e. .ate... r., ,.,., ., r ,.b � r..... .t ,. ... ,,. v..r.• "- ,, _.r ,. ._. v 1, b t S, ..,- frcza` ° refs t '';S'., 9, s , : k.. ;xk; S .: rf. k r' :1 v< "-„.,� 7 .. ,3 ry' ,.:t.T,. , t $' q..,T"` i1:f 't Y 1 -:': - 3a t 3 t S '•''".1 , -�"'^� ,.,.,... ...�rr M .. ., Y,... ,� b - r t. ,..... %Y v2, ,`N. � a.t r,. � .,. ,� r'. r.-'l �` -. n. �{ r: i ,.. ,.,y^ - r.:.e -.r- F , rt ,: x tx' •.; >.,.. a c:. i .,. �, ,,.,,: \-, �--� ,.__f,.fi,�.•__.'.'�tx- ,......,- x.,.:,i:,:.. ,...<.,,.x: :1....± • ...., r:,�",. 5�..., C Fr,7.;. .,....r , ...; r.:,�. �-_ `---- ROPOSED --___- yf, f s ct,r 2� eQ�.� � �, t a:<. 1 Bay � r '- i-,.,y ,. N fZ �' �` '�•.- --...— —'_ -_"' -- --'_- NITS SWALL BE SCREENED VIA ��r��,�.", , l;'. {twr , ; .r. _� �_'-- t- .,-- •,�•- --•..� ,;,w � , �--._ fkNDSCAPING & NOT VISIBLE - r �i ROM THE ENTRANCE CORRIDOR," -- r?,'a i,rirf5"+�"'"- -i :. a,, .,&°a tt �4 �. f A�% }irtfr> r �'•lxtti�. -:, ifa y ,h �"z 1.+a k"""'.' "a �'at 1 �..4 �-..` ���• ---�_ _ `g j,, FT'�,iTf�i� irk f � a���� i hu�,�'x{� #<rr^ +a?^:.�^rd„� -t•=� t a'_"_fr�ev k °0 �^..�r,1?r e { � M1„ '. t' e°_' -':.7r }M1 r< ! ' "'- --- °_r '... 7: -,� \ �-_._- __'—_ --- .-__. ._,._- -- ----.. ._._ -- - --- -- ^�. _--- — �s f 7t, 1.r'-.^.- >•-- ,.,.,,,,,f S vz .�tr"*r^� --�.. r �_,>�s.:: if *; �" ~� ,`� -- -.- ____ -' �`_l`��. a'.. y y 2 ra a,- ._".,." ""-•- z t F 5; -...�, 7 _ _ \, '�--. f 4 .y, ~%r+T,!'y, £ S �, � ,� t !r . t t�' ! ,d �^,+•^' �.t kr � .�„�.;» ,,,��•i .. ) k"�, j Ify J r � r .'sy C t? C i ^,^�'^..m -.r{-; ` - -�_ ----__ ' --^,_ .^ ,- -- --�� -_._ -. -- 1 . - ; -_-' -- �.--": --; __ _ _ ^ l4at i�hxr� F Ss�� ". Y-i•�`4 fit? *� j} yr tar;��°�' k)r��� t r i � � §� f "� r � �� M1 S� {J. Z +. \ -,�` �'� `\ --_'__ ,--__ �� ___�„ __-- -- ---_ �_ . _PROPOSED BIO — SW A_— E TO ' PROVIDE WATER QUALITY _. ----- ---__ ---- �, ~� --� --_- �- �- --- --- - -_---- . _... - -- _ - EXISTING TREE \` - ROPOSED TREELINE _ ' _ — — - -- -- — — TREATMENT & DETENTION _ - - — _ 9 LINE (TYP.) APPROX. LOCATION OF - :. • S D :: :.. LIGHT WALL PACK VDOT T i'R . • .. CG -2 :.? \ PRqPOSEDIlMERCIAL BUILDF �G ( r TMP 45131 -5 -C -4 \ - . \` p -,_ .PROPOSED LOW - IMPACT'.'•: c. o FFE - y10. O \ CURB CUTS (Tl(P.) :: .io' .... MAINTAIN 1 /• - OADING SPACE 1 -HOUR / EXISTING LIGHT POLE,_ ~ -20' \ \ VDOT STD. CG -12 (TYP. FIREWALL 7T '- LP:- \ 7 S APPROX. LOCATION OF .VDOT STD.-.-::.. : ; - LIGHT WALL PACK CG -12 (TYP.). \ �...68 ... g: I 1 t 3'4, , 33 19 x.'24' 60' . t.. • . --\ �l- ACT \.. PRR�SD cOPIMP�T TY.VDOTSTD\ t \ 5 . '-54' Ig N T2 E RS Ro TO T 29) PROPOSED INGRESS AND c 29` � i / ' •12�R � >. VDOT STD. CG -n (TYP.) ' r ( EGRESS TO THE DEVELOPMENTS F /C -F /C PROPOSED STOP SIG STORE g' BUILDING �� PROPOSED CONCRETE ' H SIDEWALK PROPOSED RAIN GARDEN TO \ ROVIDE WATER QUALITY TREATMENT & DETENTION \ XISTING POWER POLE ENTRANCE VDOT STD. \ .CG -2 (TYP.) _�25' S HT p � pp \ 5 SIGH IsTA 2z HT Dec- ;aa NCE io' MINIMUM BETWEEN BUILDINGS TMP 45B1 -5 —A 1 C\ D15T A I1 � NP LANE X PROPOSED INGRESS 215 '1G EXISTING F 28' F C EGRESS TO THE DEVELOPMENT 0 TE R/W VDOT STD CG TYP \ I I � NOTE: SEE SHEET 7 FOR I I SIGHT DISTANCE INFORMATION--\ I I rik BENCHMARK / I I SMH RIM = 401.84' I -- i `- 11 \ TELE\ \ M BENCHMARK SM RIM = 409.00' \ 4 ROUTE 29 - SEMIN LE TRAIL / NORTHBOUND LANE / / 0 f \ ajz' TO NEAREST NOTE: SEE SHEET 7 FOR Al i INTERSECTION SIGHT DISTANCE INFORMATION\ (43o' TO RTE. 29) \ 'I q EMINOLE LANE O \ _l -T _T I I I I APPROX. LOCATION OF - :. • S D :: :.. LIGHT WALL PACK VDOT T i'R . • .. CG -2 :.? \ PRqPOSEDIlMERCIAL BUILDF �G ( r TMP 45131 -5 -C -4 \ - . \` p -,_ .PROPOSED LOW - IMPACT'.'•: c. o FFE - y10. O \ CURB CUTS (Tl(P.) :: .io' .... MAINTAIN 1 /• - OADING SPACE 1 -HOUR / EXISTING LIGHT POLE,_ ~ -20' \ \ VDOT STD. CG -12 (TYP. FIREWALL 7T '- LP:- \ 7 S APPROX. LOCATION OF .VDOT STD.-.-::.. : ; - LIGHT WALL PACK CG -12 (TYP.). \ �...68 ... g: I 1 t 3'4, , 33 19 x.'24' 60' . t.. • . --\ �l- ACT \.. PRR�SD cOPIMP�T TY.VDOTSTD\ t \ 5 . '-54' Ig N T2 E RS Ro TO T 29) PROPOSED INGRESS AND c 29` � i / ' •12�R � >. VDOT STD. CG -n (TYP.) ' r ( EGRESS TO THE DEVELOPMENTS F /C -F /C PROPOSED STOP SIG STORE g' BUILDING �� PROPOSED CONCRETE ' H SIDEWALK PROPOSED RAIN GARDEN TO \ ROVIDE WATER QUALITY TREATMENT & DETENTION \ XISTING POWER POLE ENTRANCE VDOT STD. \ .CG -2 (TYP.) _�25' S HT p � pp \ 5 SIGH IsTA 2z HT Dec- ;aa NCE io' MINIMUM BETWEEN BUILDINGS TMP 45B1 -5 —A 1 C\ D15T A I1 � NP LANE X PROPOSED INGRESS 215 '1G EXISTING F 28' F C EGRESS TO THE DEVELOPMENT 0 TE R/W VDOT STD CG TYP \ I I � NOTE: SEE SHEET 7 FOR I I SIGHT DISTANCE INFORMATION--\ I I rik BENCHMARK / I I SMH RIM = 401.84' I -- i `- 11 \ TELE\ \ M BENCHMARK SM RIM = 409.00' \ 4 ROUTE 29 - SEMIN LE TRAIL / NORTHBOUND LANE / / 0 f \ ajz' TO NEAREST NOTE: SEE SHEET 7 FOR Al i INTERSECTION SIGHT DISTANCE INFORMATION\ (43o' TO RTE. 29) \ 'I q EMINOLE LANE O \ _l TELE\ \ M BENCHMARK SM RIM = 409.00' \ 4 ROUTE 29 - SEMIN LE TRAIL / NORTHBOUND LANE / / 0 f \ ajz' TO NEAREST NOTE: SEE SHEET 7 FOR Al i INTERSECTION SIGHT DISTANCE INFORMATION\ (43o' TO RTE. 29) \ 'I q EMINOLE LANE O \ _l GRAPHIC SCALE ( IN FEET ) / 1 inch = 20 ft. / / / / SCOTT R. COLLINS:;?, > Lic. No. 035791,E jONAL E�OZ z li O , r i a V / `" Ca Z _j M 0 Z Z —j O M F- Lu Ice uj 0 A V-11 M 1 ul Z ■ • C3� M cyi C� N M d' O N N W J O Q U D U) I-- W to CL' 0 O N I- I I H r � L V 1 0 c H \ a z c YJ H L.L 0 W c W o V CL .s W W j) U V � rA a V J � A C o W L.L.. C U. z C;6 w LL O z C W z LL ` z 0 ° > L Qi f✓ C WC > u x a a s a UJI c uj F— « H a r=� W W 4 (!) z JOB NO. n 132094 v SCALE 1 " -20' 'r C SHEET NO. c 3 a I � I I � GRAPHIC SCALE ( IN FEET ) / 1 inch = 20 ft. / / / / SCOTT R. COLLINS:;?, > Lic. No. 035791,E jONAL E�OZ z li O , r i a V / `" Ca Z _j M 0 Z Z —j O M F- Lu Ice uj 0 A V-11 M 1 ul Z ■ • C3� M cyi C� N M d' O N N W J O Q U D U) I-- W to CL' 0 O N I- I I H r � L V 1 0 c H \ a z c YJ H L.L 0 W c W o V CL .s W W j) U V � rA a V J � A C o W L.L.. C U. z C;6 w LL O z C W z LL ` z 0 ° > L Qi f✓ C WC > u x a a s a UJI c uj F— « H a r=� W W 4 (!) z JOB NO. n 132094 v SCALE 1 " -20' 'r C SHEET NO. c 3 a GGG GGG U El G GGG STANDARD ORANGE VINYL OR PLAS77C CONSTRUCTION FENCE ATTACHED TO POSTS (PRE — WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE MTH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDEN77FIES THE FENCE AS A TREE PROTEC77ON FENCE. TREE PROTECTION FENCE (FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES NYL BAR STAKES TO BE OTBALL PIT BURY 1/3 OF POST INDIES: t — mv: —i I I —i I I— > SET TREE P< PRIOR TO $TAKNRi —) I —I ( —) I I— I NOTES: ARRIER PREVENTS COMPACTION OF SOIL AROUND ALL PRANG IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND — III — III — III — III — III — III — III —III— ROOTS BY CONSTRUCTION EQUIPMENT. 2.SHALL BE PERFORMED UNDER THE SUPE.RVIWON 0" IHE LANDSCAPE ARCHITECT 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLiNE iS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) /7N TF fZ $Et TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES) NO SCALE ITMP 4581 -5 —C -4 i GUYING DETAI. CONSISTS GUYS 8ET 120' AROUND I I GUNS 'UPHq l' SIDE ER TO TREE (ING DETAIL PACT EXCAVATED SOIL -ORM ROOTBALL PIT )OWNILL SIDE OF TREE *CH EDGE AROUND RD AREA TO BE IRA TO ROOTSALL PIT NOTES: 1. SET TREE PLUMB PRIM TO STAKING 2. ALL PRUNING N RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT ROTES: L SET TREE PLUM PRIOR TO STAKIRM 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. 00 NOT ALLOW AIR POCKETS TO FORM WHILE BACKFI.LINti. 4. IMMEDIATELY SOAK PLANT WITH WATER. 6, SEE IRRIGATifNi PLANS/DETALS/SPECIFiCATI NS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU SPEDRAWNG, REFER TO ROv r DETAIL NTIiE AREA THAO BE ULCHED S SHRUB Lf f M� � 1" NG u.w %,,V SEOTIDN NLT.B. AT TV Fa& I =OFD ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANMi PIT LIMITS, BEGINNING AT NO MiORE THAN r DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3' AT PLANTING PIT LIMITS, THEN TAPERF_TQ.- ppOP_QSED � c�iA6E. r AND /OR NON NODEDEGRADABLES ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTAL TBALL SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINA REFER TO TREE STAKING DETAIL BACKFIU. WITH CULTIVATED. ORIGINAL SOIL' FROM PLANT PIT EXCAVATION F LOOSE. F EXCAVATED MATERIAL IS NOT LOOSE. &UBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL COMPACT ar NI N1 1h WATER THROUGHLY AT 1/2 DEPTH. RETURN AND CCw4 ACT LOOS'c EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: t. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AWANABLE TO THESE PLANTING CRITERIA -OR -WHERE CONDITIONS -RASE CONCERNS -IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, --FOR INCURRED DURING. PLANTING PROCESS. s \ R{X?T9ALl PiT 04 J AEOTMDN N. 71.6* Y, f x PLANT SCHEDULE CALCULATIONS: TOTAL SITE AREA: o. 95o AC 41,382 SF CANOPY REQUIRED 10 0.0 113U 517 PROPOSED TREE CANOPY: o.113 AC 4,901 TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES: 24 # TREES READ NEW TREES PROVIDED: 6 NOTE: All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is.prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. SYM BOTANICAL COMMON NAME SIZE CANOPY (Sol TOTAL SITE QUANTITY I COVERAGE (sf) TREES PA PLATANUS ACERIFOLIA LONDON PLANETREE 21/2" cal. 422 3 1,266 QP QUERCUS PHELLOS WILLOW OAK 31/2" cal. 471 5 2,355 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6 -7' ht. 130 3 390 PY PRUNUS YEDOENSIS YOSHINO CHERRY 6 -7' ht. 99 2 198 SHRUBS ' AS ABELIA GRAN DIFLORA GLOSSY ABELIA 18 " -30" ht. 14 22 308 IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 18 " -30" ht. 14 11 154 IG ILEXGLABRA INKBERRY HOLLY 18 " -30" ht. 23 10 230 TOTAL CANOPY 4,901 I P P f _L �o r- -� D•RAINAGE r, , }� t� l I • i� �,, l EASEMENT - r L ;\ , EXISTING SEMINOLE LANE I ` / PRIVATE 1 / �� `. '" TING PRiVq I �r — _ _ DRAINAGE / �-- —_AT�I / i o ) R I �� 1 EASEMENT S�' R N 0L 1 1 � PUBLIC SANITARY /SEWER EASEMENT s --- , EMINOL I ' — — — — - - - -- MH ID z..rr . .,.! –4 F– BOX R l 1 x: , —___— 4 k J . +r �� .ra ii.. ,•,a � E 12—, :7--73 ,. .. . i. � :.. ,... } 24" PLASTIC �— -------------------------- - - - - -- - — — W W — W — W — W — W W — W' W W —" W — W — W W — W — W -- W — W — W W — W — . W — W — W — ,� — — — W w–- w w — w -- w w— W— w -- W ---- w -- w -- w -- w w w w ' w w w w w w L------------------------- - - - - -- ---------- - - - - -_ ----------------------------------------------- - - - - -- - - - - -- ----------------------------- ROUTE 29 - SEMINOLE TRAIL NORTHBOUND LANE GRAPHIC SCALE 10 cr; a ; ( IN FEET ) 1. inch = 20 ft. NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Landscape Notes 1, ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. C'otrut$ ol'<t ftr*,rk f 4i*rvah¢n VI2n Checklid– To bt i vmd oh T;Andtcapa_Plam (Iianiibook, pp M-2"- •1112Wfor tomphic spoifsaiiom) L TigfeUoorinitlle�p ,all�Ibeahoiiiaoifit@'uhta �: Tntta to 44'mpxxi ® 1. unittof' clean�xiiinmideAnpineoftreeFm- he:mi�irl)•,, �. l.turtinrlJitrd I,..rfprtVSxnrvc ft,Trun © Oractadran�ax ,ragwriiti�traeticells�rnuli>< ® PrupuaYl hicnc>nn� wr timnarr`>g iw.•ttna uac luat> •>i cl�riry; IcZ All tn�:l,;i be �ui•«I ahuU ln- iuY#tlstxl K7thpiw!,us'zibUuti itt aiuvghk ciculy ri>il�l. tticxlrnprrrrart.ulx�,i(tss. $1 Vo �radinG ehail be�ritkrntil tke frec marking l r,t it�pectrcl aml apprm ed b? a ununiv inapector. a.. r. ZI Tree prarervnuon And ' pmtechontnemureaaliallhereviowei w4i the. combi ixsron'site 3 F,gri PMVW1 OIKrxllenaad Sow - H, , Y. C luquncnL VAIMil half c �l uunu 6lc mrtruWoirrnalc+ vis'i Audi* uii:&A xtc t boo=niuod uiclua theAtip1mcs auvcu 4n Ire �,i.�ri: ®'. Such dt�iors AAII n4 adien.-Ay A ect freer m be aareri. f. Fires, U Rus --,wnot, P, nuitial widifil a feci uC lhe:N&4j ur6vc m to in•: VA.. 7. 'N`oalrRlatt�t4:. 'iexic rnatsials.shall net be dared within ifsfk:fmt.ofthcdriplino of tm,io be sawxi, 8. Ketictnn. l:L4t$S4! rf 1� "l rm to be Khe-W d wild a 4G &et.of a:proposed. buiWiug or gradiog activity 9M be.. protected by fencing. 0 I Ciit 44, be. h pit(ce Anil 00 to inso.o Ned atut.00 0 by 'a :but tv in V.-tnr 04(4.fp r Aipr ia*npfitret 60. 9. : Tree tiFraLsi. �. t� hrn Il . ra�I lctcj mu it.tnz?a J w ilan.iiu clriplmi? �f a lire: to tx ?�n'ci ,n:irco.ns415hpU .lispr4tYik d and a;funsti icfipn dctpil =abimtteclfoi appn at. Meir tirngnd level mnatFe l( enxliviThijt llle ddOliiie e0 ee!4+h ij atige iFoll siijli $e prinaided anrla coitxttucyon'iletAij, Enfrilt�tte(l jj('i appi�y�i� 1.1. T.LER.chiareaadTenacUi,ec Q. t�ttagtcenchcnAis ,agiured�irtfiitttthebmn ifdsarinp. t 41#1 t be d 0'0� far!jww frrini.flhequo gfltae aspns?itla i5inL'. np ircnl«alia ciiscaLNllIx caiuiavzixim;cinHti�tmtivr:� hcnit isaatiaign( odNishzmvc cssar}'tituc:hing win dcslnn.fi cicrniLv. IT. M Pmfectivt fencing shall he the Imr iranu rerrii•eedriiuint tfi6 final de:inup. ts. Tr:m: (`� ikiuiugadtrervshaliliautatedininietiatel' ytiypraniifp;, fertitirxionorntharmetfiiir�reavnmerriztt 'hy_a.tteesitzcialisk.. 40T$ TT M THE DMLOPER'S RESP.OIISIBiLTPE TO C01%71It1l`'ITHTM CON` 1 tCTOR ON. TREE CONSERVATION REQV11LIr:"E I-4. C4T \TR 1 i.. .T R[ A $ER SiC+T{AT[TtF. ("ATE) 511103 Pape 1: of 1: 4 TH 0 SCOT R. COLLINS > Lic. No. 035791,2 ��S'srONAL E�01 z O L U 2: U) Ica z 0 z J H O Q H W " OC H W C9 W V-4 o M 1 Ul Z ■ t M M N C). CM} W V 0 W 0 Q I Q N N J N q) Q LLi ry H �z w 1 Ce Z �� 0z °w W L U) ° W �. � J O U F- (r'► o 0 0 W �.J � o V � U3= Q CL U = w Q U U U U ) O 3 J °- to N z L x x CL O ° r E0 a '3 z � W � w U� � W W� z 0 LU W o U > V' J � O J � U o U L o N o� 0 O W L C rR Q� V O O 0 C:) / U O N V W 0 0 J O F- rn -,-• LLI E t w v E � z t1 (n t 0 JOB NO. ° 132094 o s 0 0 SCALE ° 03 1 " =20' ° c rn � L SHEET NO. a o 4 0' m ° a� � TMP 45131-5-A-8 \ \ \ \ T1yl P 4513 1 5 C 1 \ / \ I.F - i \ \I.F. \ 52.61 \ � _ --- ` TMP 45131 5 -A -7 \ - — _-- / 17 TS-OF -ROP I.F. CIv / 09t, A = 04'27120" 700.00' -- - - _ T = 27.23' �'' _-- -- _ __ = \ _ �— L = 54.44' 0 b P$t3PQSED SEGMENTAL- BLOLL� ------ _- - RETAINLNG -WA-LL (A &PRQXtMATE - H E GW RAW,;t F QM o' -8'-). MAXIMUM— 0 t -- ~' - - -- ~ VIfALO- 40GHT-- SHALL NO-T EXCEED 1,'__ - - PROPOSED TR\` _TINE YP.Y 1- NATERPR4UF_BUILDING - - -F000 DATION- &- WAL-LS SHALL-:-'-- SERVE A5A p POSED GRATE :.:. •: ; ...: -•-" PROPOSED 18" INLETS & UNDERDRAINS GRATE' NLET (TYP.) (TYP.) w - / \ UN ERDRAIN (TYP) I- TMP 45131 -5 -C -4 O LO / (n PROPOSED BIO SWALE / PROVIDING WATER QUALITY TREATMENT & DETENTION LP .. G R c. PROPOSED COMMERCIAL BUILDIN / g .Oki 8,000 sf FFE= 410.50' 410.35TC 409.85EP \ \ TMP 45B1 -5 –A -1 . .. A .. . �. - � • . :.rte -� _ . , � , \ / \ \ i, PROPOSED S/L LATERAL 7:T , ; 23.32 , CONNECTION TO i � e EXISTING S/L LP r ��` / : .. EXISTING S/L ES -A °. .. �. _ (DB 515, PG. 406) ENTRANCE ° . .. TOP: 413.30 \ �, PP �� INV IN: 404.70 s p % �� ... 4 --- / �WV OUT: 404.50 T�1 60 \ IN 40 INV IN: 397.85 �- PROPOSEDI i(�/ -OI�T X397.75 `',�O `� v PROPOSED EPRESSION SHALL / ° OP. 406. "^ -- --�'` - - ' WATER METeR __�,� --•C I,F, PROVIDEAD ITIONALRUNbFF -INV 11: 403.'15 ATTENUATION UPLAND OF THE i INV / TOP: 4,08.16 T_ 403.00 '"-- -- I EXISTIN ROADWAY I o - INV N: 405.31 N.F. II a�FH I �--- OAl / ;� I/� EXISTING STORM BOUT: 405.16 s N 3 6'38 ,TOP: 411.98 ``- ---- 5� INV !N: 405.3 SEWER TO' REMAIN PR SED GRATE INLET 1 ' .26 " � / I EXISTING FIRE HYDRANT TO / UNDIST REED / -�- / INV OUT: 405.8 I PROVIDE EMERGE s ,-� -�i s sjSER STRUCTURE & / /< - - -- TOP: 401 .�0 --- / U ERDRAIN TO OUTFACE � �EMINOLE LANE I I SUPPOFO THE S TOP: 403.75 8 SqN s ' 5 IN O XI TING D I PROPf�EDDEVELOPMENT TOP: 401.84 INV OUT: 398 f30 INV IN: 397.65 �EU�✓E(� - - _�/_____ -5 _ 1 INV IN: 396.19 7 INV OUT: 397.50 I Il III III III Ill (=III ill III III ill III 1 ' I (BLDG <400' FROM F.H.) _ -. - - _ _ _ _ �- _ �- � TOP: 412.'0 I f I EXISTING �8" INV OUT - 390 - -- EXISTIN SANITARY ------------ L - - --� ------ Z0�492QQ---- - - - -:— G \ I SANITARY SEWER MH = INV IN- 399.40 IN OUT: 403.5 - (TYP.) - -SEWER ANHOLE (TYP) ( INV OUT: 399.2 METER s S t. h � BOX �i nY S 1 J . a } s r+ r r. • s G: t S x 24" PLASTIC -------------------------------------------------------------- - - - - -- - - -- T_e - 4 54------------------------------------------------- ------------ ------------------------ - - - - - - � I-- _ -------- .-- - - - - -- - - - -- I _ — — — — _ — — -- — w w w w w— w w w w w w— w w w w — w w � w w w w w w w w w w w w— w— w w w w w w w w j= w w I EXISTING DRNG. -- ---------------------------- - - - - -- -------------- - - - - -- ------------------- �T_4TYP.) ------------ --------- \ (DB 515, PG. 406) EXISTING 12" DIP EXISTING 20' PROPOSED W/L LATERAL CONNECTION TO EXISTING / \ RWSA WATER LINE RWSA W/L ESMT. I RWSA W/L. CONTRACTOR SHALL CONTACT RWSA 48 \ (DB 515, PG. 406) HOURS PRIOR TO MAKING THE CONNECTION. \ I \ �-- ROUTE 29-1-01, / (NORTHBOUND) - - / GRAPHIC SCALE I f I ( IN FEET ) / 1 'inch = 20 ft. 11 SCOTT R. COLLINS'Z > Lie. No. 035791 ��'Innret. E�O� Z O J U) fin d zWn.. v=i O z J o Q H H H M W H cy- H W u a M Lu 1 L9 N m 0 ul Z ■ t Cn M N M N O N w J f'- N0 I.i.. Q 1 Cf) E-- W L,1.. 0 N z CL W Fr�^1 V J Q H z c� w h— z W u W U CL W U. oV ui a v C C C T a v a s C zC ` T � 1 a` (D t z� H C Q C 'Q s 3 .c T a A� Wc C ` a � c F--1 CE T z > V, z O C L (� C v / a W L c a •a U a (L a p n w s C -c U) -C JOB NO. 132094 v a SCALE C T 1 " =20' t c SHEET NO. i C 5 1a 'S h - PRE - DEVELOPMENT SCALE 1 " =30' I 1 \ \ \ \ \ \ \ \ _ , \-_ - osLIMITS --\ / PROPERTY` Obi �\ LOCATIONPF D SWM PROPOSE I I �Y _ ! DA #i P \ \ LOCATl8,N OF _ o \ PROPOSED SWM I - - -- !� \ FACILITY i 0 LP CD ,�oLE ENE SEM� ,S'EMINOLE LANE I 5-x-5 ll ill lit '/1 ----- - - - - --- _ - M -- ---- METERE3 -- �. x B t o _. 4 �t a ^,.!x L o. -..) r. O xzz�_ 5.. w +.:_ .:. .,a,. r.+.... „.� .:a , .�d :! J� .. .:, z.ti_s &lr� c�:p9 .b'➢. ed.:. ni .s .. a.z ..na 'a tr, +. _. - -- 24° PLASTIC --- ------------------------------------ - - - - -- ------- - - - - -- ----------------- - - -_ --------- .----- - - - - -- ----------- - - - - -- - -- — w w w— w w w w w w -- w --- w— w w w w w— w w w w— \— w W w w w- _ _ ---------------------------------------------- - - - - -- ------------------ - - - - -� ------------------------ ----------------- -------------------- _,,-- ROUTE 29 -� (NORTHBOUND) / \ Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: ACNE stove Water Resources Area: Development Area Preparer\ FGM, PE _ -�_ Date: 05- Mar -14- Project Drainage Area Designation DA# 1 L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 J Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pi small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A \\ C pollutant concentration, mg/I or ppm target phosphorus (Parcel Acreage) f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100 /L(post) Impervinus Cni Cmminutatinn I'valua-a in fppt R snni feptl -- redevelopment — _ !� -_ - -� Area _ _ post-develo nt Area subtotal U) subtotal Sidewalks Sidewalks \ 1,360 Parking Lots Parking Lots 10,300 Builds _- ~II Buildin s 8,000 19,660 Actively- grazed pasture & Area Area __. _.._ yards and cultivated turf \41,382 x 0.08 = - 3,311 \_ 21,7221x 0.08 = ^_ 1,738 Other I mpervious Areas _J 0� z Impervious Cover Ry(pst) V\ L---0.52 33 0 LELM I(pre) L ? 1(post) e 77-`` ` POST- DEVELOPMENT \ SCALE 1 " =30' T 0 \` r on m an "le ®® / 0 SCO T R. COLLINS�e. U Lie. No. 035791,2 IONAL E��Z in \ \ \ \ \ -- \ --\ LIMITS OF D _ — — PROPERTY\ - ;- \= `\�_ = _ ; _ --� z AL uJ - - -- __ W ' \ 'Fri PROPOSED DEPRESSION SHALL- 0 PROVIDE AD 1TIONAL RUNOFF E ATTENUATIO UPLAND OF THE SEINOLE LAN R AY MHEO W W W W W — W W W W — W W VARIES PER PLAN WATERTIGHT, THREADED 4" SOLID PVC CLEAN -OUT PVC CAP PIPE. CLEAN -OUTS TO BE _.._.._..__. _..._ ._.._ _.._.._.._.._. _.._ ._.._.._ ._.. PROVIDED AT THE END OF :_-_ = THE UNDERDRAIN PIPING AND ALONG THE 2.5' -. - - UNDERDRAIN SYSTEM EVERY 2L - - = _ :7 _ 50' O.C. AT A MINIMUM _ -- ._. _. .. ___. _ _ 6 ", SCHEDULE 40, PERFORATED 77. - PVC UNDERDRAIN, SPACED PER PLAN, SLOPE TO DRAIN 1.5' 3" i i q J J a J 0. 78 STONE COMPACTED 3" 0. 57 STONE COMPACTED 0. 78 STONE COMPACTED RAIN GARDEN& BIORETENMION SWALE SEC770NSH0WWG CLEAN -OUTS NTS W T METERS r BOX '- 24" PLASTIC W W— W— W W W W— W— W— W I ! __,- -ROUTE 29 (NORTHBOUND) S - 1 ,SEMINOLE LANE NOTE DA #sA & iB RECEIVE WATER QUALITY TREATMENT FROM THE PROPOSED BIO SWALE & RAIN GARDEN WITH A REMOVAL RATE EFFICIENCY OF 65%. THESE FACILITIES ALSO PROVIDE SWM DETENTION. DA #iC PROVIDES ADDITIONAL DETENTION THROUGH THE USE OF THE PROPOSED DEPRESSION, HOWEVER THIS WATERSHED & DA #1D DO NOT PROVIDE WATER QUALITY TREATMENT. General _Construction notes for Stormwater Management Plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 3 Q d� = W 5 ° V U U 0 ° W° ° CL Q � W ° W ° UlU) F--1 p1� F-- u_ 0 ^ V ' z Ld 7 W / z '' r w > W z J 0 o W F— V Mill Q Q W ° Q ° O 0 r U 0 v x N Q U r J ° w tTi E 1= W U d In -C JOB NO. 132094 .o SCALE ° AS SHOWN ° a (; U) E N ' ' ~II z� Lai c _J z /� W W L L (-- \ \ V W ° A o '.. J 0 0 ......��1111 0 U '' r w > W z J 0 o W F— V Mill Q Q W ° Q ° O 0 r U 0 v x N Q U r J ° w tTi E 1= W U d In -C JOB NO. 132094 .o SCALE ° AS SHOWN ° JOB NO. 132094 .o SCALE ° AS SHOWN ° NOTES; 1, THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. 4OQ4 R, P8E0A5T. A3 F CAST N fII.ACE. T OR L2S 3. CUM 14AVM A RAMS OF 300 IA ��� WILL BE PPAAM FOR 4' ASS 3"(15' OWT1D ORI`%�W H 3 "1"'OEPTNI N GR9ER THAT THE 80TTOM OF Cm WILL CONICIOE WITH THE TOP CF A OTHERW`5 7 E f�P'X)IVSTro FFOORADA DECREASE CN iKACA4EM IN rDEPTH. g, CG 2 I; TO BE USED QN ROADWAYS )1ETNO THE 11 0111E NT5 FIX( CG-8 AS SHOWN N APPEHEHI A OF THE YDUT ROAD DESIGN MANUAL- N THE 5ECTIIX( ON GS LBOAN STANOAROS• ACCEPTABLE A.TERNATMYE F CURE IS EXTMM a TRIP CENERA TION & N,S'TICHT .DISTANCE ih > TRIP GENERATION BASED ON ATE TRIP GENERATION MANUAL, 8TH EDITION PROPOSED 3, OOOsf WAREHOUSE PORTION OF THE BUILDING (I TE LUC 150, WAREHOURSING): AD T (WEEKDA Y)= 3.89 TRIPS /DAY PER EMPL 0 YEE x 7 EMPL 0 YEES = 27 AD T (14 ENTER & 13 EXIT) AM PEAK HOUR (WEEKDAY)= 0.51 PEAK AM HOUR PER EMPL 0 YEE x 7 EMPL 0 YEES = 4 VPH (3 ENTER, 1 EXIT) PM PEAK HOUR (WEEKDAY)= 0.49 PEAK PM HOUR PER EMPLOYEE x 7 EMPLOYEES = 3 VPH (1 ENTER, 2 EXIT) PROPOSED 5,000sf SHOWROOM PORTION OF THE BUILDING (ATE LUC 814, SPECIALITY RETAIL CENTER): AD T (WEEKDA Y)= 44.32 VEHICLES /DA Y PER 1, OOOsf x 5, OOOsf = 222 AD T (111 EN TER & 111 EXI T) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, OOOsf x 5, DOOsf = 34 VPH (16 ENTER, 18 EXIT) PM PEAK HOUR (WEEKDA Y)= 2.71 PEAK AM HOUR PER 1, OOOsf x 5, OOOsf = 14 VPH (6 ENTER, 8 EXIT) 4' R GG -2 REFERENICE STANDARD 6" CURB RDAB ANA sTAH>AAOS; 105 REVISION DATE 7 SHEET 1 OF 1 $02 VRGNNA DEPARTMENT OF TRAMORTATiON 201.01 2 " R NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. Z. 4000 REF tO BE LTA''S A3 W CAST IN PLACE, 3, COMBINATION CURB k CUTTER HAYNG A RAM OF 30F OR 5 (ALONO CF0A4®E N MOTF WN E) .IALL RAOI& C k CUTTER. 4. FOR USE MTTH STiB41ZE0 OPEN- GRAiEU DRN1YtiE LAYER, THE a TTC 7 OF THE CURB k CUTTER COURSES APID To T [TDEPTH OF'�E THE PAVEMENT.. 5. ALLOWABLE CRITERIA FOR THE 115E OF CG-5 IS BASED CN ROADWAY CLASSN"ICATION AM APPENDIX A OF ROAD SICK MNNIN. N(TIOHI ON GS URBAN STPNOAVS. n D D D •. D n D p ♦ O / n n KOF THE 6ACTIM THE BOTTOM OF THE CURB AND GUTTER MAY SE CONSTRUCTED PARALLEL TO THE SLOPE CF SUBBASE DEP MNMMUMM CPT CEHH OF A IS MANTAI EO. COMBINATION 6" CURB AND GUTTER ROAD ANA BRIIp TANDARDS 05 REVISION CATE EET gm! 'Ed t $02 VRGNNA DEPARTMENT OF TRANSPORTATION 201.03 ! / / AD a� TRAFFIC. REFER. TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC )FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PA-H. THE M10" WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH I1, WHEN ONLY ONE CURE RAMC' IS PROVIDED FOR TWO CROSSINGS (DIACONAL), A 4'x 4'LAMNO AREA SHALL BE PROVIDED TC WhEUVER A WHBELCHAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE CUTTER PAN. 12, ALL CASES WHERE CURB RMIPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME CLQtR AT THTRN;�ES pR 57� oApECT�pNS TI$ • &'- .4' C -C c WAI NO SW)FACE /LLmYE A �ACTORY RA71U5 OR 0E Fl p O O O O �/ODFIED AS REC NNN000 BY TIE MMA/FAC -URER TO MATCH THE BACK OF CURD. - m 0000 0000 00 O - O 000 0 0 0 0 0 0 0 0 9- LANDING RAMP ra O O O OO O D O D 000000 �o 'H' ;� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N ;( 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 0 0 0 000� AT B OTE 1 C 8 G •-1- OFA7ETER �YARIAB( E.ESS1 WIDTH OF RAYS FL_ RAW s� NOTE ,2. W PAY ETS D'TECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROB STANDARDS CG -12 DETECTABLE WARNING SURFACE 'R " SHEET lOF S REVIS)4M DATE (GENERAL NOTES) 105 203.05 7/W VIRCIMA DEPARTMENT OF TRANSPORTATION 502 2" SM -9. SURFACE COUR 3" BM -2 8" COMP AGGREGATE COURSE, VDO COMPAC SUBGR PARKING LOT DRIVE AISLES NO SCALE 2" SM -9.5A SURFACE COURSE 6" COMPACTED 0 �o moo° moo °O z5�0�0 °° �< AGGREGATE BASE 0000° oo 000�D oo °O�0 0 COURSE, VDOT ,#21A COMPACTED SUBGRADE PARKING LOT SPACES NO SCALE NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. -\ . y. 4. .. \--- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE PA VEMENT 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, fl, 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. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLA 7E, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDI77ON 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 UNSUI TABLE MA TERIAL IS ENCOUNTERED IN THE ROAD WA Y, I T SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE 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. DRAWAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI77-1 A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE W17H THE VIRGINIA DEPARTMENT OF 7RANSPOR TA 77ON SPECIFICA 77ONS UNLESS OTHERWISE N07ED 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. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 77-IE PERMIT. WHERE ANY DISCREPANCIES OCCUR 77-IE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 7HE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WI7H OSHA STANDARDS FOR THE CONSIRUC77ON INDUSTRY (29 CFR PART 1926). TH o SCOT R. OLLINS;?. U Lic. No. 035791,E 3 ►d_r - �ls'S jONAL S 01 z 0 tnE. U En ca z a O z J 0 H HH w 1.4 fx H w ce w It a o o T-' M r9w+J ro 77- l9 Z W Tf J J 0 V C� M M N d" O N N i' w _j w 0 J L� Q U w U) E- w/ U) Iw ii �Q V 0 N z 4c� CL W F_ 1-a Q H F_ H z ,H L.L. w F_ z rW V W U Q J CL W ry W I' 0 F_ W u H -ct I F_ W 66 W F_ 0 z CC -12 w J H GENERAL NOTES• i L 2. THE OETECTABLE WMNNG SWA.L BE PROVIDED BY TRUNCATED DOME5. DETECTABLE WARWNG TO BE CLASS A-3 CONC3ETE (CLASS A-4 IF PRECAST) 4 5 r tTu- WITH SLIP RESISTANT INTEGRAL SIRFACE COVERNG THE FULL WIDTH OF THE 10:1 MAX RAMP FLOOR BY 2 FORT IN LENGTH IN THE O13ECMN OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH TW TRUNCATED OOMES DETECTABLE TYPE A (Tn WARNING MAY BE USED WITH THE APPROVAL O= THE ENCU,EER. PERPENDICULAR 3. SLOPING WES OF Cl." RAMP MAY BE POURED MONOLITHCALLY WITH RAMP FLOOR OR BY USR4 PERMISSIBLE CONSTRUCTION ANT WITH REQUIRED BARS, 4. F RAMP FLOOR IS PRECAST RULE' MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 5IDi:S CAN BE CAST M PLACE AF TER PLACEM lIT OF S• PAN PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4, 12 5. REOUVREO BARS ARE TO BE NO. 5 k B' PLACED T CENTER TO CENTER ALONG tr! BOTH 9"S OF CONCRETE COYER ,Y2'� F1 ()OR, UF) -[FPTH CF RAMP F1 00R. MW W AA ' G. CURB / CVRB AND GU'TER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ME INCLUDED IN PAY4ENT FOR CURB / CURB AM GUTTER PARALLE_ t, CURB H/W'S AFfk IU bL LUCAIkV AS SHUWN UN INL 1_NiS UH AS UMLC ILU BY THE EVGIEER. THEY ARE TO BE PROVIDED AT NTERSECTiONS WHEREVER AN ACCESSIBLE ROUTE WITFNN THE RIGHT OF WAY OF A HIGHRAY FACILITY CROSSES A CURD REGNRIX.ESS OF WHETHER S13EWALK IS EXISTING. PROPOSED, OR NONEXSTENT. TREY. MUST BE LOCATED WnHAI PEDESTRIAN CROSSWALKS AS SHOWN ON PLATS OR AS OWECTED BY THE ENGINEER. AND SHOULD NOT tE LpCATW Bf71M0 v7NCLE STOP LIES. EXISTING LIGHT POLES ME HYDRANTS.DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS. t 12 +l MAX .._-X - %IX 6 U)WB"iTTUCTEO, STABLE. FRM AND 5L� RESISTANT PATH COW+ECHING N.L. yLtlN * ACCESSIBLE ELEUENTS OF A FA(DI. THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 4' SuDN "'-- -- •-•^'""• -�� 8, RAMPS MAY !E PLACED ON RADIAL OR TANGENTVL SECTIONS PROVIDED THAT LIMITS OF "[ •...- AT X .2' HICFER THAN EDGE CF PAVEMENT THE CURB OPEHGNG 5 PLACED WR�IN THE TIE CROSSW" AM THAT THE SLOPE AT THE CONNECTION OF THE CURB OPU94G IS \ AT X X , SAME AS TOP OF CURB rCni'VOCLLAR TO TIC CURB, TYPE C 9. TYPICAL CONCRETE SIEEWALK IS 4' THICK. WNW THE ENTPANCE RADNCANNO7 ACCOMMODATE TIE TUTNNG REOUPEMENTS OF ANTICIPATED HEAVY TRLCK PARALLEL & PERPENDICULAR TRAFFIC. REFER. TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC )FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PA-H. THE M10" WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH I1, WHEN ONLY ONE CURE RAMC' IS PROVIDED FOR TWO CROSSINGS (DIACONAL), A 4'x 4'LAMNO AREA SHALL BE PROVIDED TC WhEUVER A WHBELCHAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' LANDING AREA MAY INCLUDE THE CUTTER PAN. 12, ALL CASES WHERE CURB RMIPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME CLQtR AT THTRN;�ES pR 57� oApECT�pNS TI$ • &'- .4' C -C c WAI NO SW)FACE /LLmYE A �ACTORY RA71U5 OR 0E Fl p O O O O �/ODFIED AS REC NNN000 BY TIE MMA/FAC -URER TO MATCH THE BACK OF CURD. - m 0000 0000 00 O - O 000 0 0 0 0 0 0 0 0 9- LANDING RAMP ra O O O OO O D O D 000000 �o 'H' ;� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N ;( 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 0 0 0 000� AT B OTE 1 C 8 G •-1- OFA7ETER �YARIAB( E.ESS1 WIDTH OF RAYS FL_ RAW s� NOTE ,2. W PAY ETS D'TECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ROB STANDARDS CG -12 DETECTABLE WARNING SURFACE 'R " SHEET lOF S REVIS)4M DATE (GENERAL NOTES) 105 203.05 7/W VIRCIMA DEPARTMENT OF TRANSPORTATION 502 2" SM -9. SURFACE COUR 3" BM -2 8" COMP AGGREGATE COURSE, VDO COMPAC SUBGR PARKING LOT DRIVE AISLES NO SCALE 2" SM -9.5A SURFACE COURSE 6" COMPACTED 0 �o moo° moo °O z5�0�0 °° �< AGGREGATE BASE 0000° oo 000�D oo °O�0 0 COURSE, VDOT ,#21A COMPACTED SUBGRADE PARKING LOT SPACES NO SCALE NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. -\ . y. 4. .. \--- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE PA VEMENT 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, fl, 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. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLA 7E, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDI77ON 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 UNSUI TABLE MA TERIAL IS ENCOUNTERED IN THE ROAD WA Y, I T SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE 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. DRAWAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI77-1 A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE W17H THE VIRGINIA DEPARTMENT OF 7RANSPOR TA 77ON SPECIFICA 77ONS UNLESS OTHERWISE N07ED 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. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 77-IE PERMIT. WHERE ANY DISCREPANCIES OCCUR 77-IE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 7HE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WI7H OSHA STANDARDS FOR THE CONSIRUC77ON INDUSTRY (29 CFR PART 1926). TH o SCOT R. OLLINS;?. U Lic. No. 035791,E 3 ►d_r - �ls'S jONAL S 01 z 0 tnE. U En ca z a O z J 0 H HH w 1.4 fx H w ce w It a o o T-' M r9w+J ro 77- l9 Z W Tf J J 0 V C� M M N d" O N N i' w _j w 0 J L� Q U w U) E- w/ U) Iw ii �Q V 0 N z 4c� CL W F_ 1-a Q H F_ H z ,H L.L. w F_ z rW V W U Q J CL W ry W I' 0 F_ W u H -ct I F_ W 66 W F_ 0 z SHEER NO. 7 w J H yL, l J F_ w tTu- a (Tn JOB NO. 132094 SCALE AS SHOWN SHEER NO. 7