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SDP202000016 Plan - Submittal (First) Initial Site Plan 2020-02-20
©2020 - 30SCALE, LLC WHITEWOOD ROAD - �� Q 364 0° �L--� 22 -- cs' � # 1 i-w Y11� `247 ti1..� 61 T 5 f 1 00 1; Eli 61w-03-2 61w-01-08-6$�- 2��� ,... 632-0A-1 rMOO, pv 61W-03-3 a®� 6. 61W 03 1� � XYIL > \ F 6f %•, S ,,b 61W-03-4 �. `,� ��'z�cz�:�:cwrrrabwrrrur<rrc�>,rx,�=•7rs�_s :v�_s�acc_..sa.,•.���•'rrru PARCEL MAP SCALE:1"=500' m 0 0 00 s u w J O m INITIAL SITE PLAN TMP 61W-03-6 JACK JOUETT MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2,000' OWNER/DEVELOPER: CHARLOTTESVILLE LAND TRUST PO BOX 8147 CHARLOTTESVILLE, VA 22906 ENGINEER/PLAN PREPARER,0 MICHAEL MYERS, P.E., C.F.M. 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRAJ VA 22963 434-242-2866 SHEET INDEX # SHEET TITLE 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 SITE LAYOUT PLAN 4 GRADING PLAN 5 SIGHT DISTANCE PLAN AND PROFILE PROJECT NARRATIVE: THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A 3,500-SF OFFICE BUILDING ON THE 0.72-ACRE SITE CURRENTLY ZONED C-1 COMMERCIAL. THE SITE IS UNDEVELOPED AND IS LOCATED AT THE SOUTHWEST INTERSECTION OF COMMONWEALTH DRIVE AND GREENBRIER DRIVE. RESIDENTIALLY ZONED PROPERTIES ARE LOCATED TO THE NORTH AND WEST SO A 20' UNDISTURBED BUFFER IS PROVIDED ALONG THE NORTH AND WEST SITE PERIMETER. DEDICATION OF RIGHT-OF-WAY ALONG GREENBRIER DRIVE IS PROPOSED FOR A PROPOSED BIKE LANE ALONG GREENBRIER. THE PROJECT WILL BE DEVELOPED WITHOUT PHASING. THE SITE WILL COMPLY WITH THE REQUIREMENTS OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AS PART OF THE FINAL SITE PLAN PROGRAM. SIGNATURE BLOCK ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT � SCALE ENGINEERING owner: CHARLOTTESVILLE LAND TRUST PO BOX 8147 CHARLOTTESVILLE, VA 22906 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434,242.2866 e: mike@30scale.com web: www.30scale.com i � Y %>'r<'%'• .SryiJr�'?�� f{� :{ >< iir;Y•vtfl : - �': {;:if>.y. �q:' {�«�i,3.X•l• `{%; �`'''S'' : ,'. ' r ,. r'': , {%f;' �' "{rrfy{rr: {:. S � ��/•s:. {t ,Cr��r%/v� 15 ,ra f .t z, fr% Q ,. U% v Lu{ r —j of J= r� z Lu ,': s r • u fr R'ly 1 1j: s} k 4 z yr. :{ r; f, W 0 7{r f }�orrr f t � trrf • z I---f. r:. %. ❑ rrr: { Fir Q w (D r fit.: Lr-u '. 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No. 33028 02/20/2020 ASS 1 ( �1N A L . .•rt�r m':r : rt+r:+r.•r rn}s +ra: inn+: ..{ } r�r}+/:+•: {:: Y•�:'+i/f{:/: �'l'}+i;i.,.�,vr i.:r:{.•f+%p�rr,.rf/..nY•�x� � \{/: ✓.j�..{:':'+:'�i'rl'i.`•lV.�:.+�iS.�rrf.L: r}{i:r. • �•n+..:. r.:F%% �n•[�4'I.`YG}i:}i..+"iwf+.'+L�il6+iS.Y:'L8'tW�.'e�+'.�f \•'+f�'r�`r�h�h r 4 sheet title: Yr 3 COVER SHEET { c .. rr iS�``f•. scale: 1"=20� date: 2/20/2020: r �rrr sheet #> 1OF5 '� {rYf`�+::1:���•- r�r�?'+:h,�;,+.v,,.' ..tST: nY'.r{:!L -•:a.;;?%,,;'•,r'r�":'l�;af".'•irr{rr.�S,',�;.:.'r�l{•."<rr �•iA ry �'•a rl>'1rf`:% a++;.%:.'•},,.�j' sv'.. /�•a. rf+' � 1:':t.'i'.•'{i�st'+.✓:'::'� f! ©2020 - 30SCALE, LLC SYMBOLS EXISTING PROPOSED •:•.•w=:a'.•>•.• GRASS DITCH LINING PER VESCH 3.32 VDOT STD. EC-3 DITCH LINING --498--- 12 CONTOUR LINE WITH ELEVATION 27 f 12 STORM SEWER STRUCTURE IDENTIFIER d.w,ws„ SANITARY SEWER STRUCTURE IDENTIFIER CG-6 (CURB AND GUTTER) CG-2 (HEADER CURB) CD0 # OF PARKING SPACES - - ii�- BENCHMARK, TEST PIT MANHOLE WITH FRAME AND COVER 041 SPOT ELEVATION ,-, TC (Ikt & ADA PARKING SYMBOL 00 WATER CROCK/METER FIRE HYDRANT a WATER VALVE - ---- 4 - ----+-+-- WATERMAI N �--- = SANITARY SEWER MAIN STORM SEWER -- -- ---- PROPERTY LINE/RIGHT-OF-WAY LINE -~- - CENTER LINE -- - - --r— FENCE LINE ---�-��- ---- EASEMENT LINE 3 • • J AC ACRE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY ADA RIC AME ANS WITH DISABILITIES ACT ARV AIR RELEASE VALVE BF BASEMENT FLOOR BM BENCH MARK BW BOTTOM OF WALL (AT GROUND LEVEL) CFS CUBIC FEET PER SECOND CG-12 ADA ACCESSI B LE CURB RAMP (VDOT STANDARD) CL CLASS CMP CORRUGATED METAL PIPE CO SANITARY SEWER CLEANOUT CONC CONCRETE CY CUBIC YARDS DB/PG DEED BOOK/PAGE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DIP DUCTILE IRON PIPE DOM DOMESTIC E&S EROSION AND SEDIMENT CONTROL EL, ELEV ELEVATION ESMT EASEMENT EW END WALL EX EXISTING FF FIRST FLOOR FH FIRE HYDRANT FM FORCE MAIN FPS FEET PER SECOND G UNDERGROUND GAS LINE GSF GROSS SQUARE FEET GW GUY WIRE HDPE HIGH -DENSITY POLYETHYLENE PIPE HP HIGH POINT HT HEIGHT INV INVERT IRF IRON ROD FOUND IRS IRON ROD SET L LENGTH LAT LATERAL LF LINEAR FEET LOA LIMITS OF ANALYSIS LOD LIMITS OF DISTURBANCE LP LOW POI NT LT LEFT MAX MAWM MIN MINIMUM NSF NET SQUARE FEET OHE OVERHEAD ELECTRIC PC POINT OF CURVATURE PERF PERFORATED PL PROPERTY LINE PDA POINT OF ANALYSIS PROP PROPOSED PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RED REDUCER RT RIGHT RTE ROUTE RWSA RIVANNA WATER SERVICE AUTHORITY SAN SANITARY SEWER SD SIGHT DISTANCE SDR STANDARD DIMENSION RATIO SO SITE OUTFALL STA STATION SVC SERVICE SW SIDEWALK SWM STORMWATER MANAGEMENT T TRANSFORMER TBR TO BE REMOVED TC TOP OF CURB TP TELEPHONE PEDESTAL TW TOP OF WALL UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGT UNDERGROUND TELEPHONE (FIBER) UGU UNDERGROUND UTILITY VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM WM WATER METER WTR WATER WV WATER VALVE EX. 24" RCP INV IN=521.31 GREENBRIER DRIVE (RTE 866) ,�`� 60,R/W POSTED SPEED LIMIT=35 MPH Q y EXISTING BIKE LANE STRIPE EXISTINVHAND HOLE LIQ COVER " - - EXISTING CONfC BASE FqR TRAFFIC SIGNAL POLE -- EX. SAN SEW MH X_r, . r I � #2300,60MMONWEALTH \ PARKING LOT ZE fl "I/ EX. FH EX. C�F� TOP=522.70 EXIST19G-BRICK ' 8"INV IN= 518.10 MONUMENT SIGN" 8"INV OUT=517.45 G G G G.� __ G G �- --- O -� O O------- -- 0 -- R O .�-.� EXISTING BIKE LANE EX. EDGE OF PAVEMENT 10" DIPS WATERMAIN EX. 8" PVC SA SEW 2.37% i• n r 001. v...+�::�+C�<s ' TOP=515.79 8„INV IN=509.19 ` 8"INV OUT=508.13 UGT UGT a UG Fk . EX./CURB RAMP B, _ , U00 �e,r%�}i. ei"'�,.�' '+a''a 'a �°'•�w.,`�"4. ~ 4 • 44 R ® �d,�e+'� Vie J/ �-:.SS ..:_:...3``s~�. e..°°� EXISTING TREELINE �� R �- 35,0 EX. 24" RCP -, ": EXPAVEMENT 3.1� INV OUT 515.25 L 53.06i EX. CURB ,�^ �'� VJ /\�\ /��(r�) �✓ I l//Jf I(q f ,-. •, f..... -^a" +''''s"'x ter'.»." `*.""''"h i``-'p,` 'i 7 ty}r} f SITE IS PREDOMINANTLY WO DED AND I °' E '��/'� sl.•...:,5 .......5. 0 7.:_.:_.. .r ..,.. 4 .L....j J • 00 COMPRISED OF /i MIX OF DECIDUOUS AND �. .,� ,` '� v-� E�!RGREEN TREES j 3 0 ,/'� --""`---•-" GUARD AIL 'yam,�. a ...w e4 .aF.>_..... " <�;t .f.., ".. � 9 0 `Zl�\Ri jj _.. ' (j � Z. /r r u` •,•'r f } 'Y.ur +re._.....n..'_rovuir¢..0 _ a'i, � �k, �f.. '}5 y i "m. xs'"^q,..y"•" ''`.'� a "" YL V d "4 V DERLINDE FUSING, IN _ TMP 6°1*3-3 f y N ..- ONE: R-15 500 o .. ✓ U E: RESIDENTIAL f- ---------- B 2427 PG 2�' /> gj kr) ¢ CL cep _J_ s W EXISTING CONDITIONS PLAN �4 iF xy3 k' �i df 0 � � ?• {�p°r •i t �v i �M. 1"=20' KEY STEEP SLOPES - MANAGED (PER ALBEMARLE COUNTY GIS) rtSAN SEV11 : EX. TEL M H BM#1 TOP=517.82 SEE SHEF�T 5 FOR ----"' BENCMARK #2 0 20 40 60 SCALE: 1 "=20' � SCALE ENGINEERING owner: . CHARLOTTESVI LLE LAND TRUST PO BOX 8147 r' CHARLOTTESVILLE, VA 22906 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE s< PALMYRA, VA 22963 s` p:434.242.2866 f< e: mike@30scale.com web: www.30scale.com �"'.8':<%!" i?7"'.;{:;: fj gr{g:,a: �,;;;,. 3?.r h rJir ': f n`�.!/!''•'f .,'/�'_�•'''.:,�r:,y;;x..,.�•.•''.'1.•.'�2,,;�,s/tr6+.✓'GfCc:;;,�',: 'Q G W% #f 5 Jt O ,< • � v{ r, w � f tr: � yy rJr W r :f r. 3 l r 1■i■1 f •. f v%, t; w f vi Q �W ,v r� Q„f u �::r•r 0 M L F. S Lie. No. 33028 r 02/20/2020 NAL _ >rrfry.y. :rjr } .�:,.".,:�Y.•y..,> ry ri�fr�hni.'"'ry.;� a':a",4:;MEM •r,ir sheet title: EXISTING w CONDITIONS }r k <ji PLANfr yi; P yy scale: 1"=2O'+ S:rr i R date: 2/20/2020 x %y fit: Y sheet # sf°{ 20F5 ' '��+ij{F�'r;:���i}'.%'�:ff,:?y?;l.;f?+isry ii'1�4.••'�'r:.i�1%�:%�f,fily"f�3 lik}�±'Cr:f:',i�l�i/'.'./ p��:: :'s/?<!.•�.:i,�'„'"3�•'''i;G•�'c�ie4�•..•i�'isai'.'.!%i•ry.,�;.,.,,+.;.?:r(di.�drr�fis2::�4::�'.r_�f.1� L$u'^':'�"�.�:i;:N'� 02020 - 305CALE, LLC _ ..-. - - .. .. . .. - . _. _.. . F. 1 * , S ,. . 4 . : ::..,:, � �! I ! y I I i PRCIPERTY �NF 7RM - I I IN . -... TAX MAP AND PARCEL: 161W 03 6 I I ,-. ...-.... .,_-,,, _-_--.. ,w_ ,, ..._ -,..", ,.,.._ ..-..._.,...- . ,,.w_....R..--*._:....,..:,.......,. _....... .... .................... ............ : __- ._ _ ........ „..., .__ ...;.,. .. _.._-,.1..:..._ _- -....... ....... ..,_.._..-......_.. _,.. ..,.,.. ., ........ .... ....... .,..,- _... ... ___- ............... -..,,.. .... OWNER/DEVELOPER: ICHARLOTTESVILLE LAND TRUST ETAL f SITE AREA; 1 0.72 ACRES (31,280 SF) I { .._.-__ _. _.... - .-._ ..,- __.._- .___.__-., -..._ .__... ,. _....___.. ---. _. - .. _.... _-_ ...__ :_ � __ .....:.,Y. _.._ _ ... - _ . -_ :_. ... _ _ -. _ _. ..__.- SOURCE OF TITLE: I DB 1235 PG 298 ` I _-.-_---__ _._.._-._._.._.___,,--___. _ __- ... _,. _.. ____._"--- "' -.. _ . _ _ .. _ .. _. _ __.-.. _ . _--_ _ _ - . _ _ _. _ .. , _ .. - _ --.-._.. _.. _ . _ - . _... _ _ ._ ... - _ _ ._....,._ ...__........_.__.�._--__.•_-_.—..._.__, _ .. 1 ND 1/EYIN LL D TED 7- 1 B DARY VEY !COMMONWEALTH WEALTH LA SUR G C A11- 10- 20 OUN SUR N 9 TOPOGRAPHIC SURVEY,. ,COMMONWEALTH LAND SURVEYING, LLC DATED 10-7 - __.._. _. .....-_ : .... _ .....-... , _ --.-......._ -. . . ....... .. .. .... _...... DATUM HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NVAD 1988 1 _- _.._._ _____._......_.._..__....._ .,.-... _ __.._r_......_1--l' .._.... ....�...----•---.__..-... _.... ._ --- _._._ . _. . .- _.. ___ _._ _ -_ . _ .•_.. _- _ - ______1 _ _ __ _1 MAGISTERIAL DISTRICT: ) SCOTTSVILLE i I _. .,_ . R.._ : .,.._._ ......- _.._.,.: ....._•. µ--.. , .. -,.. _.,._.-. _...... -- ,..._.-, .....,..-. ._....._ . ,� ,-._.._..._. _,.__ _ ..-._ ,. _._ _.,. _ ...... _ ., ....._....- _ .......... ,_ ._ . _-..-__ .- , _.._ 1-.1-1__ ........ _......_ __... _._ .., _._. _... .....1. ,_ f1 4 COUNTY/STATE: ; ALBEMARLE COUNTY, Vi RGI N IA i ..-._..._ _._.... ... __.._..._._ _;. __._ .»......__--_------_-..---.._.,..._..__.-_..___._ ___ _._ _--._.W_.._____ _._-.:_:-_.-__ _.^�: ---- .-..___-_..____� :.. _.. ._.._... , _..._ .._. _ ___.__ __. ..________1 __.. ._......_ _ . _...__ , .__-....-_.-__ _.... -.-_ .__..._-_...- _ ...... __ _. :. r ZONING: IC1 I ...,...... .."-.. . w _.. _.. � ,..I ..a_.�._... ,..-.__ .-.-..,......_........:,-...._.M.,,.-..---_-.--� ........,,-_.....-_. ,.„ ..... _._, .._ ._... ......... ......... .,.,,. _ ..-- _ .. _ __.-._ -,-. OVERLAY DISTRICT. 1AIA, STEEP SLOPES MANAGED 1 1 ._ FLOODPLAIN NOTE. THE PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINEDTO BE .._.•-.--.,,_-......_.....,,-..,._°:_ . _—,._.,-.�.,...-..,. --- ... ._..,._.,._,...____--....._-........................I.....-....-.. .w�.....,............. _...:......_.... ..... .._.._--."... _ -•.. ,_........,...-.......- :.._...:.. .._.......... .,,......___1_._,_......... _.._ .....: ......._. ...,_. ..;..w.....-..._,........-.._..... ,_ .... _...,...... OUTSIDE THE 0 2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. 1FEMA MAP NO 51 03CO278D, EFFECTIVE DATE FEBRUARY4, 2005 i .. :-. ...,-_.---.-"'---.-._ ...-,.-..-.-._-_..... _ : ----. _--_.._,.---- '. _.._. __.._.•.-.....-.._.._:_.•.-..-. ---..-......,.-,-...----.-......-----..,-1..-..-.---.--,-,---..,.-.-- ....-.. _.. _. I AC A JU RISDITINALAREA N THE SITE IS CURRENTLY SERVED BY WATER AND SEWER t ...._. _ _-. . —......�... _.. WATER SUPPLY PROTECTION AREA: THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. f —-- 1.... i....... . . . ...-...._. _ _. _ ...._ _ ...... _. _. _1.__.__-..... , _....... i __... , _. . _ . _ _..._ _. _. _ :, ... .... _. _ ... ......... -._. -- ' -'--_. _.. _,_. _-.- _ .._ .-- I_- SfT GCNDTIQIlS I F , _ f 1 1 I EXISTING USE: ,VACANT I j I P O . U : OFFICE i PROPOSED USE I (BASEMENT TO BE N N H B TABLE SPACE TO BE USED FOR STORAGE OR MECHANICAL EQUIPMENT) 1 i .....,....v.. AREA SUMMARY: I SF I AC I ......._ . . - . .. , .. I.._...... _....- ............ _.... _-...., . I_ -._.. - . ..:....v ....+!un,. .w .: ..: ..: ..ss....r. r., ,....... ........ .. .:. :.... h,' ,..,..—I.,--.. . - ., ..., y. .. : .....a:..... ..... .n. ... .. _.._,. ,.. ... ..... y, ... ,.... .... .. ..._...».. a t +.. .. ,...., .. .. . ...n .. . . . .. a .. _ d 3 0 2 E G ITE.1280 7 Xl IN S AREA, ST a 1 � .� 0 i 1�V DEDICATION N 6 6 0 2 PROPOSED R IC O S f t F. 3 1 0 24 F 7 3 S 0. o C NET SITE AREA 6 A S / i I BUILDING SQUARE FOOTAGE: i 3,500 GSF (2,800 NSF) I -,.-,.,, ....,_..- ...,._,,...., ....-,.:....:..N_ =,..----,�., ,: �.._.....- ................ I ,,,:... ,.,....... . ......-..,. ,....,.,. , ..._... ......... ..._. ..,...,.. .,...". ......,........ ,,.............. ____ ...... ._,..ti_.....,,,. ... ........... .......... ..:.._.............. ..-..., . ........... " ..,... ,... UP TO 3,500-SF BASEMENT TO BE NON -HABITABLE SPACE TO BE USED FOR STORAGE OR MECHANICAL EQUIPMENT ___...._...__..... -.___.._.._.._..__..-.._._,_.__ _..._.....................-.._...._...•_..._....,_... . .___^_:-.._,__.:-.. .--.- .. -.. ._ ..,--__-_" __. . - .._.. _-..___.. ,._-r- ..-... ........-, ,.-.._. .._.. .,__ .._ ... ..-- -_.. ..- ...... .-...._....__ : ..._ _._.,__.__ - ...__-_. ..-._._.....__..w,_.__-_ _.-_.-_...-.-._._...-_. 3 ... _ _. ..:_. , .„_... _._...._.._:_,.........-,..._..,_.---,-_-.--•--.__..-._."...._---_.-.,._... i ..._,__.-. -.__._.___.__� .-..._.. .-._ .._._. -_. .-..I-;-.-,.-,,--.-__..-_ _ __-........ .... _ .-,.--, ....._. ____ _._.. __.- _... .- _-...-_ . ....... ......_..,.. -_._.. __._1---------- - -. ---- _ 7 a EXISTING PROPOSED COVER ST G t OS LAND O R C ..- 1 SF 1 2 0 F € I ERVIQU 00 5 8 S MP S 1 / } i t i I 31 280 S F 16 000 F PERVIOUS r , i S. 12 F1. 12 F 3 $0S 3 8 S TOTAL Q i A , / PERCENT IMPERVIOUS S 0% 1 49"% ( i ' I . - . ..,.. ..... ...,._ :,".. .-..:u. ,. ,:............._..._ � .::._.. ......... __..,.,...•._.•.,..._. ........ ..... _.....-_ _.....,_.., .. "..1-11._1. ......._..,......... ....,.._._,....,:.. ,.. t f 4 f ITE TRIPGENERATION MANUAL 9TH EDITION) TRAFFIC GENERATION: TRA C PER ft O N i I 0 9 74TRIP DAY PER 1 0 SF E. ITE USE GROUP 71 S 00 G .EPIC S G OU i O ( i s TOTAL NUMBER O VPD F TRIPS 1 34 i f __.--., t __._....... _.._ -- ._..--,.-._--..._ .,.._____ ._-.w_.._.-.__.__.-__.._.. ,__... _ -_ _......-.._.. _.-,.. , ...- -µ..__ _._. _-_ .. _ .. _ . __._. _ ...... . ........... . . _... _ _ .._ - ........ _.__ _ _.... _..1-1-__ ...._ - .... _. _ . ... _, . _. _... _ . _ _ ..._ . ----- - ... -- _ _ ._ _ . _. _ _ .._ _ . • _ _. _ _ _ .. _ _.. _ __... YARDS f i ` .-. -... - ___...._.. .......__.... _._ .._ ...:..__.,. ,._......._..... ...... ... ........... ..-......_.-. .._....... ...........-... .......... ......_... ............ ......._,.,.' ..:_.-...... ........... .....,_,................. .....-...:._..-..... ..................-...,.....•._....._.. ... FRONT MINIMUM I 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE . I I RIGHT-OF-WAY, FOR OFF-STREET PARKING OR LOADING SPACES,10 FEET FROM ANY PUBLIC RIGHT-OF-WAY --'',__ . _.------ .. _ ..... ........_._. ... _......r -._._. ---_'--'---_...._...... _._._ ...... --_--,-....--, ..-".:. ....._„- _.--.,__.._.,,_._.-..._.. ______,__ _,..__._..-_... _ _...__.,-""- .-_:..-,_..-_ _ _._w... _ , _ ._..._._.. -.._......,._ _ . -__ _ ..__.,.a , ..._.... ...- ..___-_---._._.--.. FRONT- MAXIMUM 30 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY, PROVIDED THAT THIS MAXIMUM SETBACK SHALL NOT APPLY TO ANY STRUCTURE EXISTI NG ON J UN E 13, 2015 AND TO ANY STRUCTURE DEPICTED ON AN APPROVED FINAL SITE PLAN THAT IS VALID ON J.UNE 3, 2015 AS 1HAVING A. FRONT SETBACK GREATER THAN 30 FEET; NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRN .IPALAftTERIAL HIGHWAY OR INTERSTATE TE SIDE AND REAR- MINIMUM 1IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO I PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT 1BOUNDARY; AND (ii) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE 5TR DI ICTBOUN DARY SIDEAND REAR- MAXIMUM !NONE i USE BUFFER ADJACENT TO RESIDENTIAL 120 FEET.UN DISTURBED BUFFER REQUIRED ......._ ._ RURAL AREAS AND ... - -_. ., . . _ __ . _......1. .......__... ....... .. . _ .• . _ _ .- . _ _ _ . .. . - _ .. - .. _ . _ __. --.._...__....._.__._.._ ._......._-. ....-_ ...... -_... "... ._ .... _..._..... .. -., , _ ___ -. .... _.-'-- ..__ . _ .. .. _ - ....-., _.... _ .._. _ 1 :. _ ....... ._-..._._ _-,"- ._ . __._... ._....._.. ..........._-.•_._ _ _ . _,.. __.. . , - � . BUILDING HEIGHT _......,--'-_.....___.....:-..._._.-,..__.---_...--_-_...._-... .,--.-.---'--------- -._.-.-.._- .._-.-. .. __.... ... ..- ..._..._.. _. ,_.._.... __.-_........__.. .. .. .... ......__. .... .. .. .-... ._.,.. .-.... .- .... -.,. ..., ... ...- ._. ....._... .... .......... ........ ..-..... .. _....___......... _. ....... _. .... .... __ ... _. MAXIMUM BUILDING HEIGHT 65 FEET, STEPBACKS REQUIRED FOR ANY STORY > 40 FEET I _..... PROPOSED BUILDING HEIGHT TO1.NE STORY I i ._._... w 4 m 00 9i w z ba . m 0 0 00 H a U uj N 0 m EX. 24" RCP y, ' . � INV IN=521.31 ! .: rY• .4 rf.,�. f{..,• ;s ..' - f ,11 .GREENBRIER DRIVE 4RTE�6}t. 60, R W , POSTED- SPEED LI - MIT 35 MPH 0- c� a -4.. { n?� 4t I 00N , 4' BIKE LANE -. • Fi4 1111 CG 12 W _ EX. 24" RCP-"� INV 4UT=515.25 WALL #3 (6' MAX HT) I EXISTING HAND - HOLE LID COVER EXISTING CONC BASE r TRAFFIC SIGNAL PC -__ E X, SAN SEW MH TOP52 2.70 W' EXISTN G BRICK 8 INV IN=518 ___._..�-MONUMENT SIGN 8 INV OUT=517.45 ... 11. I-- ......... .. -1--l- , , . 1.1- 11-- __ z_.,.__ --,..,;"--",.,--,.,..""11.1- _.1._._ -.1.1--... .11_________,_ - - - - _- _ _ _ �,..............._..,...._.._ . . ----...._..._... - -- —.—..W._..- a ..-....,.- - _ CONNECT _ NEW SEWER W �-- SERVICE LINE TO EXISTING z PLUG-- -� _7� H - ....-..�,.,�,......_.�.. - n �, y �� G° - - -- O .._...V....e - O MANH QLE „ - -_ WATERMAIN _ _ PROP. 10 W TERM 6 TEE u 1 OX BELOW S NOTE SEE ACSA N PRO P. 6 — n PROP . CG 11 Q � > CD 6 GV WATERMAIN o ENTRANCE , r -� cL �• .I 4 1 .�- 7 ...+.._. •.3 170 0 ROU TE---- � � FHA � � � .C_ �� S� w �� - ��. ��s T-._. - FROM CL TO RTE w rW .---- .-- EX. TEL MH w CL :Y 852 ;.,:� va � BM 1 ' #2300 COMMONWEALTH �. FH PARKING LOT EX. CURB CUT IN 10 n 90 BEND AN D EXTEND 10 WATERMAIN ( SEE ACSA NOTES BELOW) ----- O-- 10 . w .._..... it DIP WATERMAIN EX, 8 P V S� C a CS_--YE=� 2.37% 0S ,..r :.r :v� EX. SAN SEW MH .~, I °I`OP=�a 5, i9 SE E SHEET 5 FOR 8 INV IN=509,19 6s, 5fi _ BENCHMARK 2 S/ F PROP R W I <-y�..:.. .-.' a:: _ .W _ _ - . 4 fifi' - - TOP=517.82 ' %\ ,� T �_�._-`----- DEDICATION /') I� U fa T '-`-(" - C - _ �y. !. J .' T ', -.1..a ._ f3 f s - , 1s f :: '' • . •t�' r *`' 1 ' . ° '' ... ,,,,, •' _ d�,,Z "__ _ �`" 1, •w,., K „"`�°•,;.., . '"' MP ° t" .:: PROP. ' � +�'' 1, w_ Z) EX. GURB RA 12 2 .CON. 51�:. 1 5 ., ,� I ryZ nyyq µ. +•.ti• .p. i� �., � �. CONNECT TO EX. 12� �. CG }� F — — — GRAS S NEW ,.. � CURB RAMP W ALK I s . _ ,. S / IGN . PROP. STOP r f 9 yy� f U a 1fr 4" `t ��,, i M " w�, C) BRt 1 �y} � E .J 0 F � �. 114 I Y 54 o = ,� i ' R f ; = ,1� ,41 PR OP. SEW SERVICE LINE T 4 CON C-06 .SW _ t. c� CTOR PUMP L - 0 BLD EJE F R M h y jS mf, � (n •0- PROP, 1-STORY BUILDING -P11 OFFICE USE W/ BASEMENT (STORAGE) . T �� . v GRASS I GRAS S 3 500 GSF —1 24.0 1-8.5 z 8CI'Ca SF 2 N 8 ASEMENT '` r*. 6.5 FF 1 0 5 CCESS C� f A `� r �'`- c� - 18.0 BF=506.5 w t" ' r,� Q �& � ►.. rn r �. , C� X V C �"'7 �a / yJ /r1 f `- ` : 1 PARKIN 85' 4. . lik 'Y a � T ACE V SP . �•w IZ5 4�5 // r JA\\ � 1, i,'S' i f i 2.7 '. 5 ca G. S 1N' 1 o PR F?: 4�5/ 11111 E" 7 "" 4? /w : ^y ASH 9 G - PR OPQSED TR 3 ca G 2 z +- P. ASPHALT r PRO P. S �� CONTAINER -�� ' a-`��,..� ' PARKING AREA `? f l � / C � � � � N PROPOSED SCREEN ��� CLa c� ING 1 ARK coMJ WALL/FENCE FENCE f .. Q 1 AD A VAN � // -SPACE PARKING SPACE 6 1 / 10.0f `°�� . �c- 4 PARKING SP ACES Q�. �-ZV 50' BRL - . . �rr� PROF. SWM TENTl N PIP 00 GRAS'S` :, r ''emu w :::::::::.:. .y:::::. �f1—._.__._` __.,m. a�wi. rucr 7xt+r�.,a}.; at`}!tY r 11 i n y i ( ✓4' ' ST M _... {'� STORM OR ,, ,. yp , , , - . »><�f>>� f . 1. ✓, ' '.. I Y ', ; ..?: Y%..rim f' r m INLET : {{ , „ , ..,..{ to/ GRASS C �1�1 / 1. __.__. / 20' UNDISTURBED BUFFER / a N 31 y36' S5" W INITIAL SITE PLAN NOTES > J u �y 1f, :>: ... , .:... -....: `--PROP. STORM SEWER _____ OUTFALL PIPE r MAX H T WALL #1 6 MAX HT ROP. RIP -RAP WALL #2 ( STILLING BASIN 6 2670 VAN DERLINDE HOUSING, r INC TMP 611N-3-3 ZONE: R-15 USE: RESIDENTIAL DB 2427 PG 239 1. A SECOND ENTRANCE OFF OF COMMONWEALTH FOR EMERGENCY ACCESS IS NOT REQUIRED SINCE A NEW FIRE HYDRANT IS BEING PROPOSED TO BE CONSTRUCTED AT THE SITE FRONTAGE ON GREENBRIER DRIVE. 2. AN EXCEPTION OF ENTRANCE SPACING WILL BE SUBMITTED CONCURRENTLY FOR VDOT APPROVAL TO ALLOW THE PROPOSED ENTRANCE OFF OF GREENBRIER DRIVE. 3. NO DUMPSTER IS REQUIRED SINCE LESS THAN 4,000-SF OF OFFICE SPACE IS PROPOSED. TRASH PICKUP WILL BE COORDINATED WITH INDIVIDUAL TRASH RECEPTACLES AS COORDINATED WITH A PRIVATE WASTE MANAGEMENT COMPANY. 4. A LIGHTING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN THE EVENT THE APPLICANT DESIRES TO INSTALL LIGHTING THAT WILL EMIT MORE THAN 3,000 LUMENS, ALL LIGHTING FIXTURES WILL BE FULL -CUTOFF "DARK SKY" FIXTURES. 5. A BICYCLE LANE IS BEING PROVIDED ALONG GREENBRIER DRIVE AS DISCUSSED AT THE OCTOBER 21, 2019 PRE -APPLICATION MEETING FOR THIS PROJECT. 6, NO DISTURBANCE IS PROPOSED WITHIN THE 20' UNDISTURBED BUFFER REQUIRED BETWEEN ADJACENT RESIDENTIALLY -ZONED PROPERTIES. ACSA NOTES 1. BY SUBMITTAL OF THIS INITIAL SITE PLAN, THE DEVELOPER WOULD LIKE TO ENTER INTO AN AGREEMENT WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY TO SHARE THE COST OF EXTENDING THE PUBLIC 10" WATERMAIN TO THE NORTH IN GREENBRIER DRIVE AS SHOWN AND END THE LINE JUST AFTER THE 10X6 TEE TO THE ONSITE FIRE HYDRANT. 2. THE COST OF THE TEE, THE 6" WATERMAIN AND THE FIRE HYDRANT ASSEMBLY WOULD BE BORNE BY THE DEVELOPER. SITE LAYOUT PLAN 1"=20' X_ I a, 1 O -10 0 a rn V, •"( J 0 rn � 5C7 t tl r (-n �..n 3:10 t :I_-�. rn EX. V.r� j]S`1{ f r GUARD AIL 7®•D- I I "`... R t 3°.`.V E•' A = 09'45')Q2„ ..- R -� 635, 00 , - T -_ 54,16 L = 1 08.06' 0 20 40 60 SCALE: 1 "=20' I X�I GREENBRIER DRIVE RIGHT-OF-WAY (EX. WIDTH VARIES ACROSS SITE FRONTAGE ``' I 4.0' BIKE LANE EX. EDGE OF-/ PAVEMENT I PROP. R/W DEDICATION - i WIDTH VARIES - SEE PLAN r - I I 1 2.5' i 3.0' 5.0' 1, 0' CURB GRASS STRIP CONC. S/W i 2.08% PROP. GRADE VDOT STD. GG-6 GREENBRIER DRIVE TYPICAL ROAD SECTION Nrs Ff-f E N G N E E RI N G owner: CHARLOTTESVILLE LAND TRUST PO BOX 8147 LOTTESVI LLE CHAR , VA 22906 engineer: 30 SCALE LLC 871 JUSTIN DRIVE PALMYRA VA 22963 P . 434.242.2866 . mik Osc I e e 3 aecom web: www.30scale.com n;.%t ,xr :c..y:;I • y� "48" {4. ^' ' ".. r")Y' y ' !' +J,•. ",N.C• ,.yy11 'sf f I,..r { vl' '' .:fl•/;G 3 1 `S}' r' f .. ,' f _ {� :'�,%,•�= fwt .. ilrr '." .r.> r. )? _. 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W u{ rf. ,) 0 ,� U 3 I; ; < I f. t11 . 1>? 1;�, ,�•��ot vrs�;o yr• a:F r :?:. fl/`y ,,r.•,,�,,ii<j{•:,, .i;:ri �'j>',,.:,f:.Y l:•'{,;''r./.:Y`,''y/'y lr:::Y% y?9': ..ri.rinl' .. d.`:n•1G>'S,fR,..7'f'�.r".2ii�.<'fi::.l.lG : {� f p (;, '(,^ �. 11 ,,1 v M L F. S ' Lic. No. 33028 ' , 02/20/2020 -q X. y �Is,s '� rc��VaL .� ' >- sheet title: :r . l SITE LAYOUT ; f�� �: PLAN :f t, ":, scale: `' 1,1111 ,: 111_201 '. Y< .1 date: 2/2(]/2a2Q I sheet # 3OF5 02020 - 30SCALE, LLC v) O EX. 24" RCP INV IN=521.31 GREENBRIER DRIVE (RTE 866) 60' R/W N, POSTED SPEED LIMIT=35 MPH N -77- 77 W EX. 24" RCPI---.---' d to, � INV OUT=515.25 W LL #3 M (61 X HT) nvi Joel c) '5 EXISTING HAND HOLE LID COVER w.EXISTING CONC BASE F TRAFFIC SIGNAL PC EX. SAN SEW MH TOP=522.70 EXISTIO-BRICK 8JJINV IN=518-10 MONUMENT SIGN 8"INV OU-F-=517.45 G G G G G LK + v XAN \ `-- 529 1 0 BRIL 20 54' 32' ....... F?RbP,.- I 1-STORY BUILDING jfYyJ � - S 'A 419% AN SE X EX. TEL MH BM#1 TOP=517.82 F+1 6,q 169 OFFICJ,� USE / BASEMENT (STORAGE) 2--&00 N5F-- _�EJAS5M , . - I- 3596\PSF ENT---/' 6 6.5 ACCESS A L4 EWqF1506t5 _v + -1,6 % NIV -EX. FH EX. 8" PVC Sk I SEI EX. SAN SEW MFI TOP=515.79 8'INV IN=509.19 8"INV ou"r=508.13 SEE SHEET 5 FOR 14: BENCHMARK #2 EX./66RB RAMP UGT UG W S_,Yl mH LLI ........... ....... 1 __7 7-r"� I ...... . ... ... Lot 7- 7` 01 r. "I .. . 27C PROR. /SWM )E7N1110N TA T . . . . . . . . . . . . . SI STORM � ,� � _ - .... arc � ,:, � � \50 STORM INLET -'12 N 11 503.0 Op I M,W�:�, I `\504:0 506.0'tly±5b8_0 +503.0 08 500.0 RA STORM SE R,:; _49-7.6r- 1— 494.0 4,0 MW OPTIFA 20' UNDISTURBED,,DUFFER 0A STIL NG III WALL PI X T) W4L #2 :::°�' (61 MA (6* MAX HT) 34D 7/_ :X, M, DERLINDE BUSING, IN/C/ NOTE: NO DISTURBANCE TIVIP OW-3-3 ALLOWED WITHIN ;20w FFER 0NE: R-15 e- DV u �E: R E SIDENTIA( J nB 2427 PG 24 PRELIMINARY STORMWATER MANAGEMENT NARRATIVE THE SITE IS CURRENTLY WOODED AND RUNOFF FLOWS GENERALLY TOWARDS THE SOUTHEAST CORNER OFTHE SITE. RUNOFF THEN TRAVELS TO A STREAM THAT RUNS TOWARDS THE SOUTH AND FLOWS UNDER COMMONWEALTH DRIVE TOWARDS A VACANT COUNTY -OWNED PROPERTY. IN ORDER TO PROVIDE STORMWATER MANAGEMENT (WATER QUANTITY), ONSITE DETENTION IS PROPOSED. THE PLANS INDICATE AN OVERSIZE PIPE TO PROVIDE ADEQUATE DETENTION FOR THE POSTI)EVELOPMENT 1-YEAR 24-HOUR STORM EVENT TO MEET THE ENERGY BALANCE REQUIREMENTS PER 9VAC25-870-66 FOR CHANNEL PROTECTION. THE 10-YEAR PEAK RUNOFF WILL BE REDUCED FOLLOWING DEVELOPMENT TO MEET THE FLOOD PROTECTION REQUIREMENTS. WATER QUALITY WILL BE PROVIDED EITHER BY STRUCTURAL MEANS.. OR BY PURCHASING OFFSITE NUTRIENT CREDITS. SITE GRADING PLAN 1 =20' v v v 'K7 v KEY EX. GUARDIAAIL 0 20 40 60 SCALE, 1"=20" STEEP SLOPES MANAGED SOILS TYPE BOUNDARY NRCS SOILS TYPE Ell SCALE ENG IN EERING am WE &E owner: CHARLOTTESVI LLE LAND TRUST PO BOX 8147 CHAR LOTTESV I LLE, VA 22906 f. engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRAI VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com m L F. l S Lic. No. 33028 02/20/2020 &SIONAL lmm.m fflmmm% A Z sheet title: 1 GRADING .. PLAN fn NN Y. scale: 1 =20 . . . . . . date: 2/20/2020rt sheet # 40175z.,. @2020 - 30SCALE, LLC 545 �J 535 530 525 520 515 510 505 500 W 495 CY] W 0 Qi w 2 4 Z as 3 -o m 0 0 00 A 2 v Lu JQ 5 O m GREENBRIER DRIVE (RTE 866) 6a R/W POSTED SPEED LIMIT=35 MPH 39--�"` Z �?1STANCE _._-. -._., _,___.. ,... 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