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HomeMy WebLinkAboutSDP202100007 Letter of Revision Letter of Revision 1 2021-12-29GENERAL NOTES OWNER 06100-00-00-120TO BNE RESTAURANT GROUP IV LLC % CRAIG WORTHY PO BOX 2629 ADDISON, TX 75001 1680 SEMINOLE TRAIL AUTO DEALERSHIP APPLICANT CHARLOTTESWLLE ALBEMARLE RENTAL PROPERTIES, LLC 916 PRESTON AVENUE CHARLOTTESWLLE, VA 22903 ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SUITE K, MINOR SITE PLAN AMENDMENT 1 SDP2021�00007 CHARLOTTESWLLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scott@oollins-engineering.com TAX MAP NO. 06100-00-00-120TO (D.B. 1604/ PG. 343) AREA 0.691 AC ZONING HC - HIGHWAY COMMERCIAL WITH (AIA) AIRPORT IMPACT AREA AND (EC) ENTRANCE CORRIDOR OVERLAY DISTRICTS PROPOSED USE 3,192 SF BUILDING FOR AUTOM077VE SALES WITH DISPLAY PARKING (SPECIAL USE PERMI T FOR DISPLA Y. PARKING) SPECIAL USE PERMIT (SP202000014) APPROVED BY THE BOARD OF SUPERVISORS ON JANUARY 6, 2021 SETBACKS FRONT BUILDING SETBACK. 10' MIN SETBACK FROM SEMINOLE TRAIL REAR BUILDING SETBACK. NONE SIDE BUILDING SETBACK. NONE PARKING SETBACK: 10' PARKING SETBACK FROM SEMINOLE TRAIL BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT- 65' EXIS77NG 1-STORY BUILDING TO REMAIN (APPROX. HEIGHT = 20 FEET) NOTE. • ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SET BACK FROM ANY STREET R/W IN ADD177ON TO 774E MINIMUM YARD REQUIREMENT A DISTANCE OF 2' FOR EACH 1' IN BUILDING HEIGHT. FLOOR AREA TO LOT COVERAGE RATIO. 3,192sf/0.691 ACRES = 0.10 WATERSHED THIS DEVELOPMENT LIES WITHIN 774E MEADOW CREEK WATERSHED. THE S17E IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOU774 FORK RI VANNA WATER SUPPLY WATERSHED. TOPO & SURVEY SURVEY AND BOUNDARY PROVIDED BY MERIDIAN PLANNING GROUP DATUM ELEVA77ONS ARE BASED ON STATE PLAIN GRID- NAD 83 DATUM. EXIS77NG VEGETA77ON THE SITE HAS AN EXIS77NG COMMERCIAL BUILDING AND PARKING LOT ON TE PROPERTY. STEEP SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING, THERE ARE NO STEEP SLOPES ON THE PARCEL. PHASING THIS PLAN WILL BE CONSTRUCTED IN ONE PHASE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR WO BUFFERS LOCATED ON THIS S17E PER FEMA MAP PANEL #51003CO278D DATED MAY 16, 2016 & COUNTY GIS, RESPECTFULLY ALSO NOTE THE PARCEL 1S OUTSIDE 774E LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDA77ON ZONES PER COUNTY GIS DATA. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVES77GAT70N OF THE SITE. S17E ACCESS: THE S17E CURRENTLY HAS AN EXISTING ACCESS ENTRANCE FROM RIO ROAD AND FROM AN ACCESS EASEMENT THROUGH THE PROPERTY TO THE SOUTHWEST OF THE PARCEL. RETAINING WALLS. • THERE ARE NO PROPOSED RETAINING WALLS Wl TH THIS PLAN. THERE IS (1) EXISTING RETAINING WALL THAT WILL BE MODIFIED WITH THIS DEVELOPMENT PLAN. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL S17E PLAN (SEE SHEET 5) IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SEC77ON 32.Z9. STREET TREES SHALL ALSO BE INCLUDED K1774 THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS LIGHTING: A LIGH77NG PLAN IS PROVIDED WITH THE FINAL SITE PLAN (SEE SHEET 6) IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SEC77ON 18.4.1 Z THE PROPOSED LIGH77NG PLAN IS SHOWN ON SHEET 6. EACH OUTDOOR LUMINAIRE EQUIPPED W1774 A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGH77NG FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPER7IES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. _a.A.�_r uxrrt�.t.c�_.�rx.t�x_n.r 0—, TRASHCOLLECTION. -� 0062 v ��j- TL.. __..__..__ ...... _.... �r'�lEl3�z-5`��;=rxmr�r ^`A NO DUMPSTER REQUIRED FOR 77-115 SITE SINCE THE BUILDING IS LESS THAN 4,000 SF. THE EXIS77NG DUMPS7ER SHALL BE REMOVED Wl TH THIS LETTER OF REWSION. ADJACENT PROPERTY OWNERS. • SEE EXIS77NG CONDITIONS, SHEET 2. UT7LITIES. • EXIS77NG WATER AND SEWER U77LI77ES ARE LOCATED ONSI7E AND WITHIN THE ADJACENT RIGHT-OF-WAY. ALL WATER AND SEWER CONNECTIONS ARE EXIS77NG TO THE BUILDING AND WILL REMAIN, STORMWATERR MANAGEMENT THE SITE HAS AN EXIS77NG BUILDING AND EXIS77NG PARKING AREAS ON THE PROPERTY. NO ADDITIONAL PAVEMENT OR IMPERVIOUS AREA IS PROPOSED WITH 7741S PLAN. A REDUC7ION IN PAVEMENT AND IMPERVIOUS AREA IS PROPOSED ON THE PROPERTY WITH THE IMPROVEMENTS (31Z REDUCTION). THE PROPOSED LAND DISTURBANCE ON THE SITE IS LESS THAN 10,000 SF (TOTAL LAND DISTURBANCE = 9,885 SF). NO STORMWATER MANAGEMENT PLAN OR EROSION AND SEDIMENT CONTROL PLAN IS REQUIRED FOR THE PARKING LOT MODIFICATIONS NO NEW STORM INLETS OR NEW PIPES ARE PROPOSED WITH THIS PROJECT. BUILDING SEPARA770N. THIS PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE & RESCUE REGULA77ONS FOR FIRE PROTECTION, ACCESS, AND BUILDING SEPARATION. THE BUILDING SHALL MEET THE CURRENT BUILDING CODE REQUIREMENTS (VIRGINIA C0NS7RUCT7ON CODE 2015). THE EXIS77NG BUILDING MEETS BUILDING SEPARATION REQUIREMENTS ON THE SITE. ANY INTERIOR IMPROVEMENTS TO THE BUILDING SHALL MEET THE CURRENT BUILDING CODE REQUIREMENTS. PAVED PARKING & CIRCULA77ON AREA: 17,609 SF IMPERVIOUS AREAS. • EXISTING PROPOSED BUILDING 3, 727 SF 3,192 SF CONCRETE 780 SF 995 SF PARKING LOT 2Z 185 SF 1 Z 609 SF TOTAL 31, 692 SF 21,796 SF PARKING REQUIREMENTS REQUIRED - (3) CUSTOMER PARKING SPACES + (1) HANDICAP SPACE AND (3) EMPLOYEE PARKING SPACES PROVIDED - •9}' (11) CUSTOMER/EMPLOYEE PARKING SPACES (INCLUDING 2 HANDICAP SPACES) AND (34) DISPLAY PARKING SPACES TRAFFIC GENERATION: EXISTING - RETAIL BUSINESS (PER 1,000 GROSS LEASABLE AREA) ADT.• 135 VEHICLES PER DAY WEEKDAY (AM PEAK): 8 VEHICLES PER PEAK HOUR (4 ENTER/4 EXIT) WEEKDAY (PM PEAK): 21 VEHICLES PER PEAK HOUR (10 EN7ER/11 EXIT) PROPOSED - AUTOMOTIVE SALES (PER 1,000 GROSS LEASABLE AREA) ADT 102 VEHICLES PER DAY WEEKDAY (AM PEAK): 6 VEHICLES PER PEAK HOUR (4 ENTER/2 EXIT) WEEKDAY (PM PEAK): 8 VEHICLES PER PEAK HOUR (3 ENTER/5 EXIT) I / LETTER OF- � REVISION # i A . RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA G T' TMP: o63.ao-oo-oo-12oNo aa� / OWNER: MERCHANTS�O ASSOCIATES LIMITED LIABILIT CO. c/o MARVIN F POER /i',�. �: ;:. —A COMPANY ACREAGE:0.4i i0 / :.. .. ZONING: Ve 1 DBIPG:2 1I64o DM/f \ ` — — ~o BENCHMARK N 3917814.40 / .''' .... t ...j E-11490168.00 / ==� .•... r ELEV-511.78 / .' NAIL _ _= �'- / �-- _._ _ TMP 61-i2oW NIF WILLIAM EDWARD & JOHN A F SULLIVAN, DB 2o95 PG 237 ACREAGE: 0.49 AC ZONING: HC Sheet List Table Sheet Number Sheet Title 1. COVER 2 EXISTING CONDITIONS 3 SITE PLAN r r 5 LANDSCAPING PLAN 6 LIGHTING PLAN --7- 5 TOTAL NUMBER OF SHEETS NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO CONSTRUCTION. l BENCHMARK N-3917459.59 E-11490319.77 ELEV-506.44 NAIL O� SHEET LAYOUT SCALE: 1" = 30' LEGEND i*'M EXIS77NG CULVERT CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUT7ER PROPOSED PAVEMENT EC-3A DITCH 6" DEPTH OF EC-3A DITCH EC-2 DI TCH 6" DEPTH OF EC-2 DITCH ....... EARTH DITCH DRI VEWA Y CUL VERT + BENCH MARK _ - - - - CLEARING LIMITS &- VDOT STANDARD STOP SIGN - - - -200- - - - EXIS77NG CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX �+ ■t<t+ ■wom VICINITY MAP SCALE: 1" = 500' RESOLUTION TO, APPROVE SP 202000014 1680 SEMINOLE TRAIL OUT1)OOR SALES, STORAGE, AND .DISPLAY NO.W,13E I`1' 1tESOLVED that, a on consideration of the staff re oft re aced for SP 202000014 p �?. r t�_. P and all of its attachments, the information preselrted.at,tltc publichearing, by coititnetit_s received, and: the fitctors relevant to a s leoial use permit in Albemarle C.,'Oliltt y Code 18-30 6.3 the Albemarle Cunt Boartk. of Supervisors hereby approves SP 202000014, subject to the conditions aaached Hereto. 1, Clatt,dette:K. Borgerse n,.do her e6y certify that the. fot,egoing writing is a true, correct copy of a Resofutian. duly adopted by the Board of Supervisors of Albemarle., Coo rty, Virginia, by a vote ofsix to zero, cis recorded below, at a regular meeting held on January 6_2021. Clerk, Board of County Supetv', ris -Nay Mr. Gallaway Y Ms LaPistomKirtley Y :Ms. Mallelc. Y Ms. MoKeel Y' Ms. Palmer Y Ms. Price Y S1' 202000014 1680 Seatinole TIrail Outdoor Sales, Storage, and Display Special Use Perlltit C;onditlons I , Use of this site must be in general accord (as determined by the hector of Planning and the Zoning Adnlinistrator) with the. concept plan ;"Application & Conceptued Layout Plan by Collins Engineering" last revised 09/21/20 (the Concept Plan),. To be iii general accord with this plan, development and use of the site Inust reflect the general size, arraugemeut and location of the vehicle display/storage an(( landscape areas. Perinittcd modifications nifty include those required by the ARB, thos necessary to satisfy the conditions of this special use perinit, and additional landscaping/somuning approved by the Site Plan Agent. 2. Vehicles must be displayed or stored only in areas indicated for display or storage on the Concept Plan. 3. Vehicles for sales/storage/display must be parked ill striped parking spaces. 4Vehicles lutist not be elevated anywhere otitside of building on site. 5. Final site pilan approval is subject to ARTS approval of the landscape plan (submitted with the site plait). Landscaping shown on the plan may be required to be in 'excess of the nikninlu1n requirements of the ARB guidelines and/or the Zol ing Ordinance, to mitigate visual impacts of tile prosed ust . G. Final site plan approval is subject to AIW approval of the lighting plan (submitted with the site plan). Maximum height of new pole lights must not exceed 20'. Maxilnurn light levels must not exceed 30 foot candles in the display lot and 20 foot candles in all other locations. Nonconfforraliug Poles and fiXtUre5 must be removed. All 1Jstttres lItL(St have larrips whose cotor temperattife is between 2000 and 3000 Kelvin. 7. The existing freestanding sign must be removed prior to cowineneewcot of the new use. Any now freestanding sign must street zoning ordinance and Rntrance Corridor requirements. b j the P r arn7rle t ;OLK)iY APPROVALS DATE DEPARTMENT OF COMMUNITY DEVE VOPME T PLAIVNER/ZONING (2 12,y 202/ ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. LIdNS Lic. No. 035791 � 11/18/21 �� 1 0 tisrorrAL PCs m U) I— O ce V z Z w E o � 0 z z v/ o Z. N U LU LU 4z J W_ ce ti I ri ri ri _1 rn ­1 00 O [V ri ari -i C 0 0 0 1 L9 W r— CY} C'O 0 0) N z lql- W d' Q 1 Z N o CY) N N W W V) Z > _J 0 MENEM W G L9F_ o oc 1..1.. LU = U' o U W U 1 J Q W W F- D o Ul ZW W < C�_ J IO U) H W � J ryo Q H o N W V) C) P a Uj to JOB NO. 202185 SCALE AS SHOWN SHEET NO. 0 rn z w z z w U1 0 0 U v 0 0 Q v a6 0 a� v :n V 0 N U C 'V U v v, 0 41 V� E V •E O - -� o O � •U � 0 o Fn � U 0 C 0 I r / TMP 61-12OW N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB so95 PG 237 ACREAGE: 0.49 AC ZONING: HC EXISTING LIGHT POLE TO BE REMOVED. NEW LIGHTING TO BE INSTALLED ON THE SITE MEETING ALBEMARLE CO KTY AND A REQUIRE ENTS X/ v � ti EXtS�1NC 1 �TCRY BUt�piNC jC REMAIN TMP: o6100-00-00-12000 OWNER: MARTHAJEFFERSON HOSPITAL c/o SENTARA HEALTHCARE / ACREAGE: 4.369 AC ZONING: HC / DB/PG: 4045/6o83 / y Z Co TMP: o61oo-oo-00-123Ho OWNER: QP HOLDINGS II LLC CVS HEALTH #10746-o1 ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 EX. FIRE \ EX. WATER METER FOR HYDRANT TO BUILDING TO REMAIN REMAIN 15' UTILITY EASEMENT EXISTING LIGHT POLE DB 636 PG 500 TO BE REMOVED. ® �� NEW LIGHTING TO BE 1p' �� p P INSTALLED ON THE 1 �� TMP: 061o0-o0-oo-12oNo SITE MEETING 1Pl O EX. ENTRANCE/ OWNER: MERCHANTS ALBEMARLE COUNTY / / f. ASSOCIATES LIMITED LIABILIT AND ARB EGRESS TO THE �� SITE CO. c/o MARVIN F POER REQUIREMENTS or COMPANY / �' � `• I' !% j LIMITS OF DISTURBANCE ACREAGE: 0.41 h / '� f j , \ ,.... ASSOCIATED WITH REMOVAL ZONING: 1-IC` / / MH /;, OF ASPHALT, CURBING, AND r- ` DB/PG:2 1/640 DEMO EXISTING/ / PARKING SPACES.=•-4-,06OrSF- BENCHMARK N-3917614.40 E-11490168.00 ELEV-511.78 NAIL UTILITY BLDG, ,CURB �,!- gN AND PAVIN WITHIN / /.< �f'3' 4o LINEAR FEET OF EXISTING N CONCRETE RETAINING WALL THIS AREA bl1" AND HANDRAIL TO BE REMOVED o LIMITS OF DISTURBANCE ASSOCIATED WITH REMOVAL / / , / ''�� VDOT UTILITY & �Ck`� 9-;' : CENTURYLINK OF ASPHALT, CURBING, / / , i- Dt I I I �>.,v.. EASEMENT ---- CONCRETE, AND PORTIONS OF / EX. UTILITY / "- BUILDING =4 $70 SF a D8- 4643- PG 639 / BUILDING TO /� ,� • BE REMOVED o Q��. S274356"E 141.45' / EX. PORTION OF ix, / r SIDEWALK TO " / BE REMOVEDVEPCO �-EASEMENT DB ,)XISTI BROKEN CONVDUMPSTER APRON TO BE EMO ED MH A i DUMPSTER ENCLOSURE w/ WOOD FENCE /TO BE EP* EO- i REMOVED EX. FRAMED \ SHED TO BE REMOVED OU-) 335 PG 458 EX. SrD; 9�, � �2. RIO ROAD SIDEWALK . ` j TO REMAIN �J' !•. VARIABLE WIDTH RIV I.,. �.' DB 4685 PC 642 RETAINING WALL w/RAILING 1 STORY �: :. H P , '., FRAME &STUCCO �. �' O �. s; . P Y`` . SSMH #1680 ' TRAFFIC SIGNAL BUILDING TO BE EX. SIDEWALK l `` BOX REPAIRED WHERE ` k '�'� CANOPY IS REMOVED TO REMAIN S23 3237"E Z 57' TO MATCH EXISTING BUILDING FINISHES �� (°\ / S19 52'18"E 4.62' TRAFFIC SIGNAL POLE EXISTING LIGHT POLE TO BE REMOVED. 0 1 -- `r NEW LIGHTING TO BE q. \1SM� IN DOE VESTI ULSITE MEETING .ALBEMARLE COUNTY EXISTING AND ARB DRIVE THRU TRAFFIC SIGNAL, RET. REQUIREMENTS CANOPY TO 8E #i { ;', :•:: I E TING SIGN TO WALL & SIDEWALK REMOVED ANV ,,REMOVED "� � i # REPLACED WITt AJ EASEMENT (� DB 4685 PG 642 ' SIGN MEETI G LB , ,, ,1, 1 8) 'A S61 41 58 E 0.90 �,. � � � COUNTY ARB ' DEMO EXISTING `% ` EX. HANDICAP �a �� GUlp�kl�1 RAMP TO BE EX. SHRUB TO--,,,-`I°°� CURB AND PAVING EX. METAL�,� °'' TRAFFIC SIGNAL '� REMOVED1�"wr,, �, WITHIN THIS AREA BE REMOVED I c, SHED TO BE �-- �. � POLE LIMITS OF DISTURBANCE REMOVED \ e y�0 Q� ASSOCIATED WITH REMOVAL D526 38 56 W 3.25 OF SHEDS, CONCRETE REPAIR, r'j 009 �'� / =cal IMri EXISTING INLET STRUCTURE & AND CURBING = 925 SF ? � p OUTFALL PIPE TO BE EX. CONC. oo. �``' � � CURBING TO n<u:. s�` PRESERVED FOR PROPOSED REMAIN Q� EX. PORTION OF ^ �r 10, DRAINAGE INLET FROM NEW EXIS SIDEWALK TO ( a PARKING LOT CURBING. HANDI SIG �BE REMOVED �1 s �"r�4,J� J` i moo"0� y, PCs HANDIC SIGN � ` <,.,.,. -1 ti p TMP: o61oo-oo-oo-12OUa J o� / ° =L. ,.w I TRAFFIC BOX SIGNAL ��4� OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC TRAFFIC SIGNAL ZONING: HC W / SIDEWALK EASEMENT DB/PG: 4755/209 / DB 4685 PG 642 EX. STREET EX. ADA HANDICAP EX. ENTRANCE/ EGRESS TO THE * ..,, �' .I LIGHT TO �, RAMP TO REMAIN SITE \ ` REMAIN BENCHMARK a N-3917459.59 E-11490319.77 `?o EX. SIDEWALK ELEV-506.44 o� TO REMAIN NAIL 30' ACCESS EASEMENT \f DB 636 PG 500 / •l:: EX. DROP INLET TO REMAIN EX. STREET EX. CO' LIGHT TO CURBING TO REMAIN REMAIN EX. TREE TO REMAIN \ GRAPHIC SCALE 20 0 10 20 40 / ( IN FEET ) 1 inch = 20 ft. BOUNDARY CURVE TABLE -urve Length Radius Delta Tangent Chord Chord Bearing C2 21.43' 41.00' 29 5642" 10.96' 21.19' 1323 50" KI TMP: o61oo-00-00-123Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.1gAC ZONING: PD-SC DB/PG: 53-4/374 SCOTTkR.LLINStZ Lic. No. 035791 � 11/18/21 1`�jONAL E��1 F m � c 0 c� C c Z W W G c 0 z z L c ~ > l z W rN cn W << w C ) Q � 0 H 0 LL i "- a W W V) w W 0 11 \ ,r-1 \ O -1 `N�. �1 `N�. V-i 0 0 N 0 T-i Lu LU r CY3 (y) CY 0) n N L1J CY d- 1 Q � N o 15 0) N d, N LU H H L11 J z 0 LUw � z n 66 L9 0 -.1 = z U LU f—i n J < z W o W �..� F-n Ul U) H LLJ Z W < (!� x U) Z LU Jw � � o C: H 0 o N LU V) O i- bi W [n a�`aa.••�,T� LU to JOB NO. 202185 SCALE 1 `r=20` SHEET NO. 2 �L _6 a o 0 41 m 0 0 � r'�- 3 ,9 Sly, 0 / TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB 1o95 PG 237 ACREAGE: 0.49 AC ZONING: HC TMP: o61oo-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4,369 AC °s, ZONING: HC DB/PG: 4045/6o83 \p�S h / NOTE: EXISTING MECHANICAL \ ' ✓ EQUIPMENT FOR THE BUILDING HVAC SHALL REMAIN. IF ANY REPLACEMENT EX. FIRE EQUIPMENT IS PROPOSED OR REQUIRED, HYDRANT TO THE NEW EQUIPMENT SHALL NOT BE REMAIN VISIBLE FROM THE EC STREETS. TMP: o61oo-00-00-12oNo OWNER: MERCHANTS j ASSOCIATES LIMITED LIABILIT n \ ,N' o Z \ 1 c9 00 \ p ` EX. WATER METER FOR BUILDING TO REMAIN 15' UTILITY EASEMENT DB 636 PG 500 18o' TO NEAREST V!A INTERSECTION (SE R2 IOUTE ) IL/ 9 EX. ENTRANCE/ i, EGRESS TO THE CO. c/o MARVIN F POER COMPANY ACREAGE: 0.41,A,f'`O i •\ "' NO LEFT TURN ZONING: 14C / / MH SIGN TO BE _ rr ( INSTALLED NEAR -` DB/PG: 2 1/640 / J ENTRANCE :........ \ °�. _ -- - - EX. OVERHEAD / .' \ • • • • • POWER LINE TO REMAIN / ........... \ PROPOSED CG-z / / •.`° _�4': \ VDOT UTILITY & / PR .'..'..'..'..'..--...'... CENTURYLINK PROPOSED VDOT..' -` EASEMENT STD. CG-6 .. ... _ 8" 454^ PG 639 DISPLAY .s' r..'.'..'.. TMP: o61oo-oo-00-123HO OWNER: QP HOLDINGS II LLC CVS HEALTH #10746-o1 ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 ti o� y� CV b PARKING SPACES • . • • Yo, O_ - F / h' .. - - \ PORTION OF PORTION OF EXISTING CONCRETE BENCHMARK / (TYP.) ftiR ..:.......:. ~h: - \ 9� . f._ _ w..�_-- �.�_. ' �. • EXISTING WALL o RETAINING WALL AND N-3917614.40 / �- PROPOSED \ TO BE REMOVED SAFETY RAILING TO BE REMOVED, SEE SHEET 4 VEPCO �ASEMENT DB oZ 335 PG 458 / EX. POWER POLE TO REMAIN RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING IH CONC. BUMPER BLOCKS SSSMH (TYP.) TRAFFIC SIGNAL BOX -- - / \ ARKING SPr C - , . .. .. ......... ... ... \ � ' ' TO REMAIN � DISPLAY / .. A- 3'R _ \ P " ,' ,, PARKING SPACES '.'.'.......... (TYP ) ti \ \ '... ..' ...... ....'..' '. .'... ... -- '��_ •2 OSED g' � , .'.� PROPOSED VDOT='-` A SIGNAL PROP ...... _._ / : t` STD. CG-6 \ ��.�. ..... - . . .. ...'..'.....'... �. DEW , ,.'..... POLE CONC. SI ALK t ti `� r TRAFFIC SIG s � SDMH ,yip............VESTI ULE : PROPOSED CG-2 .. ............... .....'. ' ..�...'..'................'..'....'�;- l--_-`._ ��'�":-•'- ":�;;.�' ..'..�~.--_._-_.-._ TRAFFIC SIGNAL, RET. .... .. ........ -. ry ..; .. ._- ._. WALL & SIDEWALK Qa . '. .''' .' ... .. o, Q ,�: i,.` / . ... .�8, / EASEMENT ::.*; ;. r ......... ........................ _ \ -" DB 4085 PG 642 i s; . PROPOSED CG-2 �.J- `�.�:�j; PROPOSED 2' DUMPSTER REMOVED \ y ....... -,,,...... ................__- \ - 3, ->: , AND (2) ADDITIONAL :.:. ...................... R O - CURB CUT �.. PROPOSED 6'.'-:-- y _ : • / (TYP.) EMPLOYEE/CUSTOMER � \, .'..'..'.. ;.- �...,-•,,: .' ..' _.�-� ' aY ti '........... CONS. SIDEWALK..... , PARKING SPACES \ ... -=_ r.. /."... ..'.. A DL=6» ADDED CUSTOMER r�.....'.:......�.'.'.'.'..'.'..........._ _� '' TRAFFIC POLE SIGNAL / PARKING SPACES . ' '.:. `:.............. __ s :�, - 3"R` / (TYP.) rig-.� . �'_ . r. ` ��_� . �_ / / DMH PROPOSED CONC. 27 24 2. PROPOSED VDOT ... ~ ; ,,: --_tio� Q _ J / DRAINAGE FLUME CON C. ...' ...'.'... STD. cG 12'.:.:.:............o.. _ , ti' DITCH EX. CONC. y a,-. - = -- � CURBING TO \ ......:.................................. ,�o'. :..... ;.,..:.------- - .� fi REMAIN EXIS • •/ `/ s �.1 �� NO SCALE �. _ CONC. BUMPER HANDI SIGN( 5 S/W /r...' J ..i--_�--- f / c , �t cb ... Gp Q Cg 6" THICK CONCRETE DITCH WITH BLOCKS \� '' .......:..:.... ,; . �:. „`� `,� Q / {'' F1 A 6"x6" Wz.1xW2.1 WELDED (TYP.) 5 .... �' REINFORCEMENT MESH / EXIS . �.... - Y 013 ::... /.:..:..' ..' -E / �`� �4 �V �y�o� AND A BROOM FINISH HANDICA SIGN -� �_ - �... :. �� } _ _ / TRAFFIC SIGNAL �'AW TMP: o61oo-00-00-12OU0 s'.'•'.'•' • •'• . f . EX. HANDICAP' _".:�- - � °.�........y,......�. • BOX OWNER: SOMMERHOFF, LLC PARKING SPACES _ �........TRAFFIC SIGNAL .R / r/ ACREAGE: o.87 AC TO REMAIN \ : ;,,.,..PROPOSED' / \ \ CG- � SIDEWALK EASEMENT 1 EXIS�1 U �DtNC S�� oY R�MAtN ZONING: HC • • • • ,,/ / \ DB/PG: EX. SAN SWR TO W . . � � DB 4685 PG 642 4755/2O9 REMAIN * ::: PROPOSED VDOT � - - - ........... ,STD.-CG;6- EX. STREET EX. ADA HANDICAP EX. ENTRANCE/ .'...' '.T' , LIGHT TO \ \ RAMP TO REMAIN EGRESS TO THE l + : REMAIN SITE \ ........ BENCHMARK \ rl�G��1ff f N-3917459.59 \ l ( E-11490319.77 I ` = EX. SIDEWALK ELEV-506.44 ~ or a TO REMAIN NAIL 30' ACCESS EASEMENT DISPLAY DB 636 PG 500 PARKING SPACES :.; : EX. DROP (TYP.) / INLET TO REMAIN \ EX. STREET / X. GONG. \ \ LIGHT TO CURBING TO REMAIN REMAIN \ EX. TREE TO \ REMAIN \ \ \ 20 0 GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch = 20 ft. 80 NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVEAND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS 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. 1o. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OFALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS SHEET. 3. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 4. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. 5. ANY CONCRETE SIDEWALK ALONG RIO ROAD OR ROUTE 29 (SEMINOLE TRAIL) SHALL BE REPLACED WITH THE CONSTRUCTION OF THE ONSITE IMPROVEMENTS. 6. THE SITE DEVELOPMENT AND USAGE OF THE PROPERTY FOR DISPLAY PARKING SHALL COMPLY WITH THE CONDITIONS OF THE APPROVED SPECIAL USE PERMIT. THE CONDITIONS ARE LISTED ON SHEET 3. OF THIS SITE PLAN AMENDMENT. ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE STORED AND DISPLAYED ONLY IN AREAS INDICATED FOR STORAGE OR DISPLAY SHOWN ON THIS APPLICATION PLAN. DISPLAY PARKING SHALL NOT BE LOCATED ON EXISTING GRASS OR LANDSCAPE AREAS. 3. SALES DISPLAY AND CUSTOMER PARKING SPACES AS SHOWN ON THE APPLICATION PLAN SHALL BE STRIPED/MARKED ON SITE. 4. THE PROPOSED LANDSCAPING AS SHOWN ON SHEET 5 IS PROPOSED TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE PROPOSED USE FROM THE ENTRANCE CORRIDOR. 5. ANY ACCESSORY STRUCTURES OR EQUIPMENT MUST BE SCREENED FROM VIEW FROM THE ENTRANCE CORRIDOR, AND ANY ACCESSORY STRUCTURE OR EQUIPMENT IS SUBJECT TO ARB REVIEW, 6. ANY ALTERATIONS TO THE EXISTING BUILDING THAT ARE VISIBLE FROM THE ENTRANCE CORRIDOR, INCLUDING THE ADDITION OF WALL -MOUNTED LIGHTING, ARE SUBJECT TO ARB REVIEW. 7. SEE SITE PLAN FOR DEMARCATION OF THE LOADING AND SERVICE AREAS, REFUSE AREAS, EXISTING AND PROPOSED MECHANICAL EQUIPMENT, AND OTHER SITE RELATED FEATURES. ALL TRASH RECEPTACLES SHALL BE STORED BEHIND THE BUILDING OR ON THE SOUTHWEST SIDE OF THE BUILDING. B. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 9. ANY MODIFICATION TO THE EXISTING SITE LIGHTING IS SUBJECT TO ARB REVIEW AND APPROVAL. MAXIMUM LIGHT LEVELS ON THE SITE SHALL NOT EXCEED 30 FOOT CANDLES. 10. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. 11. A KNOX BOX IS REQUIRED FOR THE BUILDING. THE LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 12. THE ISO FIRE FLOW FOR THE EXISTING BUILDING IS 1000 GPM. NO SPRINKLER SYSTEM IS NECESSARY. 13. THE AVAILABLE FIRE FLOW FOR THE SITE IS 1860 GPM AT 65 PSI. TMP: o61oo-OO-oo-lz3Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.19AC ZONING: PD-SC DB/PG: 53-4/374 EXISTING BUILDINGS PROPOSED DISPLAY PARKING EMPLOYEEICUSTOMER PARKING TRAVELWAYS LANDSCAPING AREAS PROPOSED PARCEL BOUNDARY SCOTT R. LLINS� Lic. No. 035791,E 11/18/21 �>4 o"` -YIONAL E�G� m 07 I- Z w g o 0 z W O 0 ¢ > z H � o) LLJ Ice U) w Cie z 44: c� z U o 0 j LL ce LL J 0 O n. w w J z Lu ¢ T-i C)N � Ca O O rC W r- CY3 (y) ❑ N z W d: � 0 c o L z0 N O > o � N CL a N QN Lu W a J � ° � o a z MENNEN W HI °a C o L9 a_ a W V) U U WL a L uj W ❑ a o ° u W < LL C z zW � J z U) z 0 W ° o c a .j z fl H ' 0 N Lu � ) V j S a 0 E tfto o a C a JOB NO. 202185 tr SCALE 1 it=20` c v c SHEET NO. 3 a e PLANT SCHEDULE CANOPY TOTAL SITE INTERIOR/PARKING LOT `H O� SYM BOTANICAL COMMON NAME SIZE (sf) QUANTITY COVERAGE (sf) QUANTITY COVERAGE (sf) TREES; TREES UP TO 4" CAL. SHALL BE STAKED Yam, AR ACER RUBRUM RED MAPLE 21/2" cal 452 3 1 356 2 904 f WITH z z"xz" HARDWOOD STAKES. SCOTT R. LLINS't, TMP: o61o0-Oa-0a-12o00 TREES OF 4" CAL. OR LARGER SHALL BE (D OWNER: MARTHA JEFFERSON CIP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 5 2,355 0 0 GUYED WITH 3 EQUALLY SPACED, TWISTED, U Lic. No. 035791,E HOSPITAL c/o SENTARA UNDERSTORY TREES �- _ AND TURNBUCKLES. LOOP HOSE AROUND 100 11/18/21 HEALTHCARE C3 _ / TRUNK. FLAG WIRES WITH COURVEY TAPE. CF CORNUS FLORIDA DOGWOOD 6-7' ht. 124 7 868 7 868 s`�IONAL ��Cz ACREAGE: 4.369 AC O� REFER TO SPECIFICATIONS FOR � MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 4 452 2 1,243 t/ ZONING: HC © FURTHER INFORMATION DB/PG: 4045/6083 PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7 ht. 99 8 792 0 0 SHRUBS O AB ABELIAGRANDIFLORA GLOSSYABELIA 24 ht. min 14 36 420LU �r z z FG FOTHERGILLA MAJOR FOTHERGILLA 18" ht. min 20 34 680 i �� "// I GUYWIRES WITH RUBBER HOSE AND t IC ILEX CORN UTA CHINESE HOLLY 24" ht. min 14 34 476 TURNBUCKLES 213 UP TREE p c9 CO IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht. min 64 36 2,304 `� i 2"x2" HARDWOOD STAKES, ALIGN Q NOTE: EXISTING MECHANICAL p / / TOP OF STAKES z EQUIPMENT L REMAIN. FOR F HE BUILDING HVAC TOTAL CANOPY 9,703 3,015 � V �/ ` MULCH SAUCER 0 cn ANY REPLACEMENT EX. FIRE EX. WATER METER FOR ! -- � j � ` � C} w EQUIPMENT IS PROPOSED OR REQUIRED, 1jj AMENDED SOIL MIX z I-- z Cie C r, THE NEW EQUIPMENT SHALL NOT BE HYDRANT REMAIN TO BUILDING TO REMAIN 1 //¢ � �In1� i `` (D o VISIBLE FROM THE EC STREETS. 15 UTILITY EASEMENT � � z O DB 636 PG 500 �� i z vI = :::: ce TIIII IIII Z W 0 ail / ) C P_ CUT AND REMOVE BURLAP FROM TOP LL. + I ' .`:. = 1/3 OF BALL A5 SHOWN p w 0 TMP: o6200-oo-00-12oNo ::::: / EX. ENTRANCE v _ : --:::::: I lTi=T( U, < ° OWNER: MERCHANTS / i; . EGRESS TO THE �� d ` I LI _ = SCARIFY SUBSOIL TO 4" MIN. DEPTH ~ z z ASSOCIATES LIMITED LIABILIT -TT_-SIT III -III= I�-II W U) CO. c/a MARVIN F POER �� SITE r c�,� `S��V I I—� COMPACTED SUBGRADE g p ¢ COMPANY 1 �s) 4Cs h w ACREAGE: 0.41 ZONING: / MH ;: _ r �� �ti �1 W z z DB/PG: 2 1J64o // Evergreen Tree Planting Detail / ' • •� ,� -- - -" �� 4 Not To Scale V) '.'.'.'.'.'.'.'.' �\ , :.�a. VDOT UTILITY & CENTURYLINK ! ) / .. .. :.'• EASEMENT - (1) C!P �, 4543- PG 639 M'--�� � � 1 ��i, DOUBLE STRAND #zz GAUGE WIRE r� WITH RUBBER HOSE &TURNBUCKLES / / ; .:. :. -: PORTION OF oZ �� / �' ::LU BENCHMARK 2j ic: i' EXISTING WALL 2 x2 HARDWOOD STAKE N-3917614.40 / _ ,. / .'. =-` -/ / .. -_ /........-_ TO BE REMOVED E-11490168.00 / `~�_ __ _ / ' ' 1) MV - -= `s` ' \ �. CUT FROM TOP p r, ..... n _ .� : . / -- _ � � `\ 1/3 OF BALL AS SHOWN � � ELEV-511.7$ (1) AR - " (1} OP NAIL / / ` - - (3) IV. - i, . .... . .... . .. - = �_ ; : a SCARIFY SUBSOIL TO 4" MIN. DEPTH / 5) A6 - - VEPCO�` ri - �-= • . EASEMENT DB f / _. �- /':, ....;y _- z 335 PG 458 �`- MULCH SAUCER 0 ® .-..'..'.. _ � _..>. / •:• •: (4) FG�....' FINISHED GRADE - s "- TREES UP TO " CAL. SHALL BE STAKED. SIDEWALK- - RID ROAD TREES 4" CAL. OR LARGER SHALL BE TMP 61-12OW ��,�'. hv'.' ' `= ~ 3} Iv` -=- / EMAIN • - :: ,l VARIABLE WIDTH R jW GUYED WITH 3 EQUALLY SPACED r W / c� EX SHRUBS ---� TWISTED, #12 GAUGE WIRE WITH HOSE h. NJF WILLIAM F,' .Q. -.�—�- - TO REMAIN ..... -=- "/: DE 4685 FG 642 AND TURNBUCKLES. LOOP HOSE / �G'. ... .. n —` , GJC) # - ~- + —� \: HT. TREE C� / Q .. - _ — _ AROUND TRUNK ABOVE BRANCHES EDWARD & l = — ...........I 1 - ............... _�' - , -III=I ':: I _ r ,�t `. : ;::.'..: '.:: AS SHOWN, FLAG WIRES WITH 0 ............. = WALL w/RAILING -III- 1- 0) JOHN A F SULLIVAN, / . • . • • , EXTREE '. ... ... -�_r �' :�, <. — �� COURVEY TAPE. REFER TO SPECS / 1 >"TO REMAIN H 10) IC _ I I FOR ADDITIONAL INFORMATION. N DB 1o95 PG 237 _ — / FRAME:; & s ru(,co r1T(— �. W SSMH -� -__ -_� ACREAGE: o. AC 1 / / # •,'r t -�- :::III=III— =T. III III- AMENDED SOIL MIX ZONING: HC �� MH :::::' - \ :. . ____.�.� _ TRAFFIC SIGNAL - COMPACTED x \ EX.:ND AL�t 5) FG t '-: _ BOX I �� :I I < / • EX SHRUBS �' - >.;. REMAIN b...... - ,} I \ ' ...:..:..:....... ,.;(4) F = "�? 4) FG.... -_ - Tree Plantingand Staking Detail o l�...... _ s �S `L'+ ,: --- - - TRAFFIC SIGNAL 9 - Not To Scale N (L �, - - POLE \ :''.....'..'..'........:.....:..... �� r :(..'..'..'. j.. O :;;.. T-- - j SI)MH 1992 3.38 WQ i-- \� VEST( I E �....... E--a :..:. /..:....'....'..'..'..'..' �� r ii . ..S. A 9.. 1)MV - �\ 23)AB \' (3) �`- ,:. ,��.- , ,,: ,r... - TRAFFIC SIGNAL RET.� Y ; • <. ................ K : �`' -(1, CIP FENCING AND ARMORING .......• `� WALL & SIDEWALK J EASEMENT :� _ DB 4685 PG 642 n �ti. . . . . ..i5) F y---- `. ++ �/7)... ) IC W Q_ ,;'. .... :.::::::.'..: :.::...:..:..: (2) -_ �. � TRAF_IC SIGNAL r .: .. ....._ :. r. .. POLE 0 �� .. — DMH i r=� fl.. s..... ...../� ... v1 EX. CONC. . {3} FG' . �`4 0�,• r - �� 1) PY DRIP LINE I Q _ U CURBING TO � .. •'' �.; ++ .`........:. .:.......... . ' .:..;.....:...' - ..�.• �� �. ..i)AR`T �, ,�` ,• ��, � U REMAIN EXIS ,: 1' .......::.:':: ` ..' =.- __ 6 AB } HANDI SIGN .. • . e................;;.l.:..'�;�•.0�.'.....Lp� ' M1-a IV .. (. ... `` �' SNOW FENCE I I 7 �� L _w g /....... i W EXIS (1) CF . (2) CF;" zT 4� ��J ���o HAND IC SIGN TRAFFIC SIGNAL '� / OW TMP: o61oo-oo-oo-1.20Ua _ o . BOX ,� A 0 = �........ r fly OWNER: SOMMERHOFF, LLC _ . � ... . ACREAGE: 0.8 AC /� ' (z) Iv'.. - 1) PY'`� TRAFFIC SIGNAL LANDSCAPING CALCULA TIONS.• .. 7Ul SIDEWALK EASEMENT + ZONING: HC A i x � � / � TOTAL PROJECT AREA 0.69 AC): 30 019 SF I p�giM DB/PG: 20 /• , , 5) IC DB 4685 PG 642 CANOPY REQUIRED (109): W C� I / 4755/ 9 Ir W �\ • • \ PROPOSED CANOPY L,#'0740J nSF \ �� BORRD FENCE i -aQ(?J �! STREET TREES. EX. ENTRANCE/ o ,?:_': EX. STREET \ EX. ADA HANDICAP TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING.- 315 LF "� CORD FENCE LIGHT TO o RAMP TO REMAIN TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 8 TREES p� \ EGRESS TO THE '.`.... ..:..:.......� 3)AB REMAIN `• TOTAL STREET TREES PROVIDED = 10 TREES (6 LARGE SHADE SITE \ \ TREES AND 5 ORNAMENTAL TREES) + (1) EXISTING TREE PLASTIC FENCE mi W ti •�• .-..•.. � • ': BENCHMARK ;,, W N-3917459.59 INTERIOR PARKING CALCULATIONS \ eA 2)PY E-11490319.77 \ TOTAL NEW PARKING AREAS AND 7RAVELWAYS = 17,609 SF CORRECT METHODS OF TREE FENCING J EX. SIDEWALK ELEV-506.44 TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 881 SF � O oZ TO REMAIN NAIL TOTAL INTERIOR LANDSCAPING PROPOSED = 3,015 SF Q 30' ACCESS EASEMENT 3}AB DB 636 PG 500,' NOTES' 1�Ey I I' 0 3) FG EX. DROP 1. SLOPES GREATER THAN 3.1 SHALL BE PLANTED WITH NA77VE STEEP N LU 0 / INLET TO SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS REMAIN (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS. PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE Uj / \ \ EX. STREET PERMANENT STABILIZA77ON AND SHALL NOT REQUIRE MOWING. EX. CONC. \ LIGHT TO 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE CO I- AMERICAN ASSOCIA7ON OF NURSERYMEN. THE PLAN77NG OF TREES w CURBING TO \ REMAIN SHALL BE DONE IN ACCORDANCE WITH EITHER 774E STANDARDIZED p w=r" REMAIN \ LANDSCAPE SPECIFICA77ONS JOINTLY ADOPTED BY 774E WRGINIA \ NURSERYMEN'S ASSOCIATION, THE WRGINIA SOCIETY OF LANDSCAPE ( " v' EX. TREE TO \ DESIGNERS AND 774E 14RGINIA CHAPTER OF THE AMERICAN SOCIETY OF !� �;� - JOB NO. LANDSCAPE f REMAIN THE WRGINIADEPARTMENTOFHE ROAD AND 7RANSPORTATI BRIDGE SPECIFICATIONS OF 202185 \ J. ALL SI7E PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO + CORRECT TRUNK ARMORING GRAPHIC�.\SCALE REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF � � SCALE 20 0 10 20 40 a0 TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED 4. 7HEE MINIMALLYLANDSCAPING PLANTS AND TREES ADJACENT TOAND ONLY TO SUPPORT THE OVERALL ALM THE SI H E PLANT TRIANGULAR BOARD FENCE 1►r_2Q r DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA ( IN FEET) BETWEEN ET W EE NE ' AND ACCOMMODATE PEDESTRIANS � 5 AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SHEET NO. \ 1 inch = 20 f . Source: Va. DSWC Plate 3.38-2 `� f 190 7s- TMP: o61oO-00-00-12000 OWNER: MARTHAJEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 TMP: o61oo-oo-oo-i2oNo OWNER: MERCHANTS TMP 61-12OW N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB 1o95 PG 237 ACREAGE: 0.49 AC ZONING: HC C S�QRY gUI�D1N SO REMAIN 9 1 ASSOCIATES LIMITED LIABILIT �ti 0.0• CO. c/o MARVIN F POER COMPANY ACREAGE: o-41AC 15' UTILITY EASEMENT DB 636 PG 500 ZONING: i MH 0.1 ..... DB/PG: �\ 640 /// _0.2. VDOT UTILITY & CENTURYLINK EASEMENT _ -- -- 9T 4643_ PG 639 .. .... .... .. .. .. .. .. 3 .....3 l + T / .r ( i.q 4-9 _.�_. 1.. fA, \ ` " '... 1 7. 0.3 + 8:..:..;. +*' , Gfi TMP: o61oo-00-00-12000 0.4 _ OWNER: SOMMERHOFF, LLC �� , ........_..l ACREAGE: 0.87 AC 0.4�,;4 ZONING: HC DB/PG: 4755/209 4 ."..'..'..'..'... t ; ti y '..'• ....... I l W 4 ,.: Rr i / 30' ACCESS EASEMENT 0.3 DB 636 PG 500 20 GRID HIC SCALE 10 20 ( IN FEET ) 1 inch = 2 ft. o� TMP: o61oo-oo-00-123Ho OWNER: QP HOLDINGS II LLC CVS HEALTH #10746-o1 ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 I I - -- VEPCO ASEMENT DB or 335 PG 458 RID ROAD VARIABLL' WIDTH R/ir DB 4685 PG 642 ,RETAINING WALL w/RAILING H ® MH LUMINAIRE LEGEND & SCHEDULE SYM LABEL CITY MANUFACTURER LLF CATALOG NUMBER DESCRIPTION SINGLE, LED, 200W, 27000 LUMEN 6 A 3 WSD LED INC 1 WSD-SB15W27 TYPE III DISTRIBUTION DOUBLE, LED, 200W, 27000 LUMEN B 2 WSD LED INC 1 WSD-SB15W27 TYPE III DISTRIBUTION o'r NOTE: A SHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY. THE SHIELDS WILL ENSURE THAT THE LIGHTING DOES NOT EXCEED 0.5 FC ATTHE PROPERTY LINE/ RIGHT OF WAY. TRAFFIC SIGNAL NOTE: ASHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT 4'S BOX SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY. THE SHIELDS WILL ENSURE THAT THE LIGHTING DOES NOT EXCEED 0.5 FC ATTHE PROPERTY LINE/ RIGHT r OF WAY. TRAFFIC SIGNAL } POLE r O - - `, DMH h +0. o TRAFFIC SIGNAL, RET. l.t WALL & SIDEWALK EASEMENT r ?:9 DB 4685 PG 642 'ff�RAFFIC SIGNAL �:� 7 CV '41''1 v^ ��0 TRAFFIC SIGNAL Q �� BOX �- TRAFFIC SIGNAL SIDEWALK EASEMENT DB 4685 PG 642 \ BENCHMARK \, N-3917459.59 \ E-11490319.77 \ .� ELEV-506.44 NAIL ./ NOTE: A SHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT r/ SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY, THE SHIELDS WILL ENSURE �{ \ THAT THE LIGHTING DOES NOT EXCEED o.5 FC ATTHE PROPERTY LINE/ RIGHT \ OF WAY. 1 80 lT SCOTT/R. CD•LLINSZ Lie. No. 035791 r!z�' 11/18/21 Vls` yjONAL E��1 y V 1 0 1 u y�l �P� �`� ��� y� z 0 to i Lu z i 45 0 Lu i .� �1 � I LW/ ce I NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. THE SITE LIGHTING SHALL BE A WARM WHITE (30ooK). 3. TILTING OF LIGHT FIXTURES IS NOT PERMITTED. ALL LIGHT FIXTURES THAT EMIT 3,000 OR MORE INITIAL LUMENS MUST BE FULL CUT OFF AND THEREFORE MAY NOT BE TILTED. 4. THE COLOR OF THE LIGHT FIXTURES AND POLES SHALL BE BRONZE. 5. THE MAXIMUM POLE LIGHT HEIGHT, INCLUDING ANY BASES, SHALL BE 20 FEET IN HEIGHT. LED Area LighVShoe Box Series 011 IED ]NO W Our Ar_A Llc ht/Sha4�tso:c S&rIn is -the bpst option- to r¢Iacc 14DVd to 1004b ++: H> metai halide luminaires, Tire .slim profile designdel[�ers rnaxirrTum efficiency.J + f ,. c a N i x ►f"T A wide uzin e .of lumen packages for an ty a of applications. With 0.mensi+re � � � v •7r'. �P selection. of acceisorie,�, ini ludinsg photocell rece'piacles, motion sensor, mountings and finish colors. Ideal for commercial parking lots, car deFalership, j "- walkways,, street" lighting, and plat e-. where much needed. light. FEATURES CQNTR4L5 (SOLD GEPARATELY) • Lumileds LED, high luminous efficiency and long worbng life. o High efficiency LED Drivor.thQ tvidc- rang@ input voltage A012a 277v/A(,- 277-480V + Diem t Aluminum cooling design, high'qudlity and hattar cooling for LED Tj <„85co. � e Excellent optics design, gv6wl,� irnpra.Va th@:light utilivitian and avennev_�, ° Motion sensor control available IOptioriatl P rV �e Fholsell blotiDn an or Fi3rnota aliroller GATMAY LUMEII 3700len 2NOIxn 2-000Im 27000In 42'?21m EFFIGA[Y l45 Irrrr�( 1301rnrt'J 1 Q Irn'1J 13� IrnAq'1, 110 irni"�V' GOT 4000K. 5000 K EFI - 74 I NP UT VDLTAC E A0120-2 t 7V Y Ar277 480V D15TPo6UTlOf4 T Fe ll T;r� it T7Pg 1517�pe';b P 014ER=/iCTOP. 0.9� DPJYER.,EFFlril Y OQ'r5 DIMMING 0-13 Jdc LIFE S?hN, a r5r 50,Dd0;hra " WORK NG TERIPERAPJRE -22'F 113°F 5TJFCAGETERIPEPJtTJREF^ 179°F 4Uf04URRAI NQ bet Iwation r IP3a CAB E, 3 4r3 i3k'IJ.D.6ni WAFRANTY /ear limi:ed Addreee; 1 5Cl-Wattlsf'Nsy. 8t,ite 100. MoKirinT , TX 7a0FS3 Y[S�IrITJG Email: leo.zhuaY'i adcrrj-aal. *n Tel: 4696..7.5893 i 214.040...9.1a8 �f� tf. aSll�fd.0�1 1/4 t w cn \ Lua? M N t OT T V! N ;y LL1 Lu Q Q U LLJ F— ulU) Lu - LL I L.L. F- IIJ Lu L� rQrn a N F_ z W 0 z uj C. C a z C C z a uj u L_ a f� s rH� c V 1 ` ce C t tl 0 C C z L ow C c a (D s V =r� z ) H F U Lu c L J � a a 0 > a a c C z z_ J E-1 IL z z c U uj o L Y a a L z ° m H 'w U x Lu n r m V / s m O J o I-- m b M F- L1 t �iI � E O 0 Lu a o v JOB NO. 202185 a V1 En SCALE a 1 "=20` o V1 C O SHEET NO. o t�6 En I En D1hi17t .. Application for , ! ®z�r Letter of Revision �'tftc�y�r 0 Letter of Revision -$118.86 +$4.75 Technology Fee= $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP202100007 • Contact (who should we contact about this project) Collins Engineering Street Address 200 Garrett Street, Suite K CityCharlottesville State VA Zip Code22902 Phone Number 434-293-3719 Email scott@collins-engineering.com Owner of Record Charlottesville Albemarle Rental Properties, LLC Street Address 916 Preston Avenue CityCharlottesville StateVA Zip Code22903 Phone Number Email ApplicantCollins Engineering Street Address 200 Garrett Street, Suite K CityCharlottesille State VA Zip Code22902 Phone Number 434-293-3719 Email scott@collins-engineering.com SUBMITTAL REQUIREMENTS: lI The appropriate fee, l The site plan number that the change applies to, II A request letter describing the proposed changes from the owner or authorized agent, 1l 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge,and, belief. cceZt('�e 11-18-21 Signature of Owner,Agent Date Scott Collins 434-293-3719 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY '/c� I.OR# HA r Fee Amount$1 ILO Date Paid Y U ��By who'? ( i n S Fr251t 0Z_C(AC ' ✓ �,1 o # �t1 vlJ r-.I County of Albemarle Department of Community Development (,�G 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434) 972-4126 REVISED 7/1/2021 (Fee Update)Page 1 of 1 Application for Letter of Revision 0 Letter of Revision - $118.86 + $4.75 Technology Fee = $123.61 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP202100007 Contact (who should we contact about this project) Collins Engineering Street Address 200 Garrett Street, Suite K CityCharlottesville Phone Number 434-293-3719 Owner Of Record Charlottesville Albemarle Rental Street Address 916 Preston Avenue Code22902 scoft@collins-engineering.com LLC City Charlottesville State VA Zip Code22903 Phone Number Applicant Collins Engineering Street Address 200 Garrett Street, Suite K city Charlottesille StateVA Zip Code22902 Phone Number 434-293-3719 Email scott@collins-engineering.com ® The appropriate fee, ® The site plan number that the change applies to, 0 A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an I I'W IT' copy of that portion of the approved final site plan Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. �'Ceit�,e Signature of Owner, Agent Scott Collins Print Name FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? 11-18-21 Date 434-293-3719 Daytime phone number of Signatory Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 (REVISED 7/1/2021 (Fee Update) Page 1 of 1 COLLINS ENGINEERING 800 E JEFFERSON CHARLOTTESVILLE VA 22902 434 293 3719 � 434 293 3719 FX www. col I ins-engi nearing corn November 18, 2021 Kevin McCollum County of Albemarle Department of Community Development 401 McIntire Road, Room 227 Charlottesville, VA 22902 RE. 1680 Seminole Trail - LETTER OF REVISION TO SDP-2021-00007 Dear Mr. McCollum Please allow this letter to service as an official request for a letter of revision to the approved SDP-2021-00007 for 1680 Seminole Trail. The proposed changes to the approved site plan include the following: 1. Removal of the existing dumpster of the project. A trash can within the building will be used for trash collection. With the building being less than 4000 sf, a dumpster and dumpster pad is not required. 2 additional parking spaces have been added where the existing dumpster has been removed. (4) shrubs and (1) evergreen tree have been removed with the deletion of the landscaping island at the dumpster. The landscaping plan and calculations have been updated to show the deletion of these landscaping shrubs and tree. 2. A different lighting manufacturer is proposed for the lights on the site. The light is almost identical to the approved light. The lumens have increased slightly from 25,700 lumens to 27,000 lumens. All the other characteristics for the light are the same, including the same color, wattage, height, etc. This is the 1s1 letter of revision proposed for this site plan. We acknowledge that a total of three (3) letters of revision are permitted for an approved site plan. Please let me know if you have any questions or require any additional information. Sincerely, Scott Collins, PE GENERAL NOTES OWNER 06100-00-00-120TO BNE RESTAURANT GROUP IV LLC % CRAIG WORTHY PO BOX 2629 ADDITON, TX 75001 1680 SEMINOLE TRAIL AUTO DEALERSHIP APPLICANT CHARLOTTESOLLE ALBEMARLE RENTAL PROPERTIES, LLC 916 PRESTON AVENUE CHA200RGAOTTESOLLE, VA RRE T ST. SUI7E K03 MINOR SITE PLAN AMENDMENT # 1 ENGINEER COLLINS ENGINEERING CHARLOTTESOLLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scott@collins—engineering.com TAX MAP NO. 06100-00-00-120TO (D.B. 1604/ PG. 343) AREA 0.691 AC ZONING HC — HIGHWAY COMMERCIAL WITH (AIA) AIRPORT IMPACT AREA AND (EC) ENTRANCE CORRIDOR OVERLAY DISTRICTS PROPOSED USE 3,192 SF BUILDING FOR AUTOMOTIVE SALES WITH DISPLAY PARKING (SPECIAL USE PERMIT FOR DISPLAY PARKING) SPECIAL USE PERMIT (SP202000014) APPROVED BY THE BOARD OF SUPERVISORS ON JANUARY 6, 2021 SETBACKS FRONT BUILDING SETBACK. 10' MIN SETBACK FROM SEMINOLE TRAIL REAR BUILDING SETBACK: NONE SIDE BUILDING SETBACK. NONE PARKING SETBACK 10' PARKING SETBACK FROM SEMINOLE TRAIL BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT 65, EXIS77NG 1—STORY BUILDING TO REMAIN (APPROX. HEIGHT = 20 FEET) NOTE: ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SET BACK FROM ANY STREET R/W IN ADDITION TO THE MINIMUM YARD REQUIREMENT A DISTANCE OF 2' FOR EACH 1' IN BUILDING HEIGHT. FLOOR AREA TO LOT COVERAGE RATIO. 3,192sf/0.691 ACRES = 0.10 WATERSHED THIS DEVELOPMENT LIES WITHIN THE MEADOW CREEK WATERSHED. THE SI7E IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. TOPO & SURVEY SURVEY AND BOUNDARY PROVIDED BY MERIDIAN PLANNING GROUP DATUM ELEVA77ONS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXIS77NG VEGETAT70N THE SITE HAS AN EXISTING COMMERCIAL BUILDING AND PARKING LOT ON THE PROPERTY. STEEP SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING, THERE ARE NO STEEP SLOPES ON 7HE PARCEL. PHASING 7HIS PLAN WILL BE CONSTRUCTED IN ONE PHASE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100—YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL J5100JCO278D DATED MAY 16, 2016 & COUNTY GIS, RESPECTFULLY. ALSO N07E 774E PARCEL IS OUTSIDE THE LIMITS OF 774E FEDERAL & STATE DAM BREAK INUNDA77ON ZONES PER COUNTY GIS DATA. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGAT70N OF THE SITE. SITE ACCESS.' THE SITE CURRENTLY HAS AN EXIS77NG ACCESS ENTRANCE FROM RIO ROAD AND FROM AN ACCESS EASEMENT THROUGH THE PROPERTY TO THE SOUTHWEST OF THE PARCEL. RETAINING WALLS: THERE ARE NO PROPOSED RETAINING WALLS WITH THIS PLAN. THERE IS (1) EXIS77NG RETAINING WALL THAT WILL BE MODIFIED WITH THIS DEVELOPMENT PLAN. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SI7E PLAN (SEE SHEET 5) IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECT70N 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. LIGHTING. A LIGH77NG PLAN IS PROVIDED WITH THE FINAL SITE PLAN (SEE SHEET 6) IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 1&4.17. THE PROPOSED LIGH77NG PLAN IS SHOWN ON SHEET 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGH77NG FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPER7IES SHALL NOT EXCEED ONE—HALF FOOTCANDLE. TRASH COLLECTION. AN _..._...._ _..______ _SOLO. _._.. __..__..__ wii _..____......_ ._ _.._.... _.. ..._ FOOL.._ _.._ . SOLO._; ___ ELLS_. _ LOLL_ SOLEEF F Fe.. __....__. NO DUMPSTER REQUIRED FOR THIS SITE SINCE THE BUILDING IS LESS THAN 4,000 SF. THE EXISTING DUMPSTER SHALL BE REMOVED WITH THIS LETTER OF REVISION. ADJACENT PROPERTY OWNERS. SEE EXISTING CONDITIONS, SHEET 2. UTILITIES. EXIS77NG WATER AND SEWER UTIL17ES ARE LOCATED ONSITE AND WITHIN THE ADJACENT RIGHT—OF—WAY. ALL WATER AND SEWER CONNECT70NS ARE EXIS77NG TO THE BUILDING AND WILL REMAIN. STORMWATER MANAGEMENT THE SITE HAS AN EXISTING BUILDING AND EXIS77NG PARKING AREAS ON THE PROPERTY. NO ADDITIONAL PAVEMENT OR IMPERVIOUS AREA IS PROPOSED WITH THIS PLAN. A REDUCTI0N IN PAVEMENT AND IMPERVIOUS AREA IS PROPOSED ON THE PROPERTY WITH THE IMPROVEMENTS (319 REDUCTION). THE PROPOSED LAND DISTURBANCE ON THE SITE IS LESS THAN 10,000 SF (TOTAL LAND DISTURBANCE = 9,885 SF). NO STORMWATER MANAGEMENT PLAN OR EROSION AND SEDIMENT CONTROL PLAN IS REQUIRED FOR 7HE PARKING LOT MODIFICATIONS. NO NEW STORM INLETS OR NEW PIPES ARE PROPOSED WITH 7HIS PROJECT BUILDING SEPARATION: 7HIS PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE & RESCUE REGULAT70NS FOR FIRE PROTECTION, ACCESS, AND BUILDING SEPARATION. THE BUILDING SHALL MEET THE CURRENT BUILDING CODE REQUIREMENTS (VIRGINIA CONSTRUCT70N CODE 2015). THE EXIS77NG BUILDING MEETS BUILDING SEPARATION REQUIREMENTS ON THE SITE ANY INTERIOR IMPROVEMENTS TO THE BUILDING SHALL MEET THE CURRENT BUILDING CODE REQUIREMENTS. PAVED PARKING & CIRCULAT70N AREA: 17,609 SF IMPERVIOUS AREAS: EXIS77NG PROPOSED BUILDING 3, 727 SF 3,192 SF CONCRETE 780 SF 995 SF PARKING LOT 27.185 SF 17.609 SF TOTAL 31,692 SF 21,796 SF PARKING REQUIREMENTS REQUIRED — (3) CUSTOMER PARKING SPACES + (1) HANDICAP SPACE AND (3) EMPLOYEE PARKING SPACES PROVIDED — 1;9} (11) CUSTOMER/EMPLOYEE PARKING SPACES (INCLUDING 2 HANDICAP SPACES) AND (34) DISPLAY PARKING SPACES TRAFFIC GENERATION: EXIS77NG — RETAIL BUSINESS (PER 1,000 GROSS LEASABLE AREA) ADT.' 135 VEHICLES PER DAY WEEKDAY (AM PEAK): 8 VEHICLES PER PEAK HOUR (4 ENTER/4 EXIT) WEEKDAY (PM PEAK): 21 VEHICLES PER PEAK HOUR (10 ENTER/11 EXIT) PROPOSED — AUTOA4077VE SALES (PER 1,000 GROSS LEASABLE AREA) ADT.' 102 VEHICLES PER DAY WEEKDAY (AM PEAK): 6 VEHICLES PER PEAK HOUR (4 ENTER/2 EXIT) WEEKDAY (PM PEAK): 8 VEHICLES PER PEAK HOUR (3 ENTER/5 EXIT) I / TMP 6z-i2oW N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB ao95 PG 237 ACREAGE: 0.49 AC ZONING: HC i ER OF REVISION #1 (SDP2021IIIIIIIIIII00007) F 1(t RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP: OWNER: MER:HANTT / ASSOCIATES LIMITED LIABILIT CO. C/o MARVIN F POER / / COMPANY ACREAGE: 0.41 �o , ZONING: / DMH/ i / BENCHMARK N-3917614.40 E-11490168.00 / ELEV-511.78 NAIL / / =I 1 STORY FRAME & STUCCO N1680 r - EX. SIDEWALK TO REMAIN HANDI SIGN HMDI SIGN IMP: o61oo-oo-oo-12OUo OWNER: SOMMERHOFF, LLC ACREAGE: o.87 AC ZONING: HC DB/PG: 4755/2o9 Sheet List Table Sheet Number Sheet Title i COVER z EXISTING CONDITIONS 3 SITE PLAN 5 LANDSCAPING PLAN 6 LIGHTING PLAN �— 5 TOTAL NUMBER OF SHEETS NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO CONSTRUCTION. — BENCHMARK N-3917459.59 E-11490319.77 ELEV-506.44 NAIL v � h OS SHEET LAYOUT SCALE: 1" = 30' LEGEND :f_ftl7 L EXISTING CULVERT CULVERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6" DEPTH OF EC-3A DITCH EC-2 DITCH 6 DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT + BENCH MARK _ _ _ _ _ CLEARING LIMITS is VDOT STANDARD STOP SIGN — — — —200— — — — EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DEN07ES TOP/BACK OF CURB T/B DENOTES TOP OF BOX SITE VICINITY MAP SCALE: 1" = 500' RESOLUTION T 01 APPROVE SP 20200 014 1650 SED 1UNDLEIL OUT STORAGE, AN1) 1)1SPLAY NOW, BE IT I tESOLVED that, upon c nsideration of the staff r port prepared for SP 20 and all of its attachmen s, the information presen ed at the public hearing, my comments received, factors relevant to a spe ial use permit in Albem ale County Code § 18-30 6.3, the Albemarle Cow ofSupervisors; hereby a proves SP 202000014, s lbject to the conditions a ached hereto. >F*s 1, Claudette K. Borgers n, do hereby certify that he foregoing writing is a true, correct copy of a R duly adopted by the Bo rd of Supervisors of Albemarle County, Virginia, by a vote of six to zero, recorded below, at a reE ula_r-.meeting held on Jan ar 6 021 Clerk, Board of ougty . up rv' rs Aye Mr. Gallaway Y Ms. LaPisto-Kiltley Y Ms. Mallek Y _ Ms. McKee) y Ms. Palmer- Y`- Ms. Price) Y -~ Lic. No. 035791 a 11/18/21 ,Qi 1n w z z _0 le 4 0LU LL 0� z g 0 LU LU w w (n J z W w C C C 00 4 Q O N CD M 0 0 0 .� SP 202000014 16' Seminole Trail Outdoor Sales„ Storage, and Display Special Use Permit Conditions 1. Use of this site must be in general ac ord (as determined by the Director of Planning and tic Zoning Administrator) with the concept plan"Application & Conceptual Layout Plan by Collins Engineering" last revised 09/21/20 (the Concept Plan),. To be in general accord with this I Inn, development and use of the site must reflect the general size, arrangement and location of lie vehicle display/sto age and landscape areas. Permitted modifications may include those required the ARB, thos: necessary to satisfy the nditions of this special us permit, and additional landscaping/screening approved by the Site Plan Agent. 2. Vehicles must be displayed or stored only in areas indicated for display or storage on the oncept Plan. 3. Vehicles for sales/storage/display mtIIst be parked in striped pail ing spaces. 4. Vehicles must not be elevated anywhere outside of a building oil site. 5. Final site plan approval is subject to ARB approval of the lands ape plan (submitted with the site plan). Landscaping shown on the plan may be required to be in excess of the minimum requirements of the AR guidelines and/or the Zoning Ordinance to mitigate visual impacts of the prosed use. 6. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maximum height of new pole lights must not exceed 20'. Maximum light levels must not exceed 30 Dot candles in the display lot and 20 foot candles in all other locations. Nonconforming poles and txtures must be removed. A11 fixtures [Host have lamps whose Dolor tempera tur is between 2 00 and 3000 Kelvin. T. The existh g freestanding sign must be removed prior to comet cement of the new use. ny new freestanding sign must meet zoning ordinance and Entrance Co ridor requirements. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 0) r M z M N a® M i N C:) WCY) N N W> LLJ J U)♦♦J^� LU F-- U z T_ LLBY LU Ul U) I--' LU z LU U) JLU LU JQ C:) 0 C:) N U T_l z LU G LU LU Q J 1 0 F1 2 LU U) � o J U Q LU C) 0 Q H1 Q LU 0 H1 LU V) O w J H- 00 r- w w JOB NO. 202185 SCALE AS SHOWN SHEET NO. 1 TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC EXISTING LIGHT POLE TO BE REMOVED. NEW LIGHTING TO BE INSTALLED ON THE SITE MEETING ALBEMARLE CO TY AND AR REQUIR ENTS EXISTING 1 STORY g�ILDING TO REMAIN As. TMP: o61oo-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 EX. FIRE HYDRANT TO REMAIN EXISTING LIGHT POLE TO BE REMOVED. W NEW LIGHTING TO BE TMP: o61oo-oo-oo-12oNo IN SITE MD TNGHE , W OWNER: MERCHANTS ALBEMARLE COUNTY I / AND ARB / ) ASSOCIATES LIMITED LIABILIT CO. c/o MARVIN F POE R REQUIREMENTS COMPANY / ACREAGE: 0.41 / _® / ZONING: / MH DB/PG: 2 1/640 DEMO EXISTING/ UTILITY BLDG, CURB \ AND PAVIN WITHIN25� 'r BENCHMARK N-3917614.40 E-11490168.00 ELEV-511.78 NAIL ENCLOSURE w/ WOOD FENCE TO BE REP+4+PEE REMOVED EX. FRAMED SHED TO BE REMOVED LIMITS OF DISTURBANCE ASSOCIATED WITH REMOVAL OF SHEDS, CONCRETE REPAIR, AND CURBING = 925 SF THIS AREA LIMITS OF DISTURBANCE / ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, / N� CONCRETE, AND PORTIONS OF / / EX. UTIL TY CXN� BUILDING=4,870SF / BUILDING TO / / BE REMOVED / EX. PORTION OF / SIDEWALK TO BE REMOVED 00 // )UMNJILK Pc`vOp TO BE EX. METAL" SHED TO BE N7h EX. CONC. CURBING TO REMAIN TMP: o6100-00-00-12OUo OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC ZONING: HC DB/PG: 4755/209 m 0 0 v Z -0 Co EX. WATER METER FOR BUILDING TO REMAIN 15' UTILITY EASEMENT DB 636 PG 500 EX. SIDEWALK TO REMAIN 6' \ 1 STORY ° FRAME & STUCCO #1680 BUILDING TO BE EX. SIDEWALK \ REPAIRED WHERE TO REMAIN - CANOPY IS REMOVED \/ TO MATCH EXISTING BUILDING FINISHES w. , TMP: o6100-00-00-123Ho OWNER: OP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 G EX. ENTRANCE/ o �� EGRESS TO THE SITE { LIMITS OF DISTURBANCE ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, AND — PARKING SPACES=406ffs1` 4o LINEAR FEET OF EXISTING CONCRETE RETAINING WALL z AND HANDRAILTO BE REMOVED o VDOT UTILITY & CENTURYLINK EASEMENT — — — o B"4E43 PG 639 \ �9, S27'43'56 "E 141.45'oz _ VEPCO \ — ASEMENT DB / C11- 335 PG 458 XySTING SIGN TO / REMOVED ANP REPLACED WITH. SIGN MEET1INI COUNTY S/ARE _ GUI¢�JdW4Ej < Q � EX PORTION C G / J�'a SIDEWALK TO BE REMOVED �so8— � NDIC SIGN \ q z - i RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING H o SSMH TRAFFIC SIGNAL BOX S23 32'37"E 7.57' S19 52'18 E 4.62' TRAFFIC SIGNAL POLE EXISTING LIGHT POLE TO BE REMOVED. ®� NEW LIGHTING TO BE MH INSTALLED ON THE S11 50'54E 14.82' SITE MEETING ALBEMARLE COUNTY TRAFFIC SIGNAL, RET. AND ARB WALL & SIDEWALK REQUIREMENTS EASEMENT DB 4685 PG 642 S61 *41 '58 E 0. 90' DEMO EXISTING TRAFFIC SIGNAL CURB AND PAVING POLE WITHIN THIS AREA DM H S26 3856 "W 3.25' EXISTING INLET STRUCTURE & y OUTFALL PIPE TO BE PRESERVED FOR PROPOSED DRAINAGo��V Cb �- `coV� PARKING ELOT CURBINGINLET FROM . Cb TRAFFIC SIGNAL BOX TRAFFIC SIGNAL SIDEWALK EASEMENT W �X \ nR aFRn Pr, Fay EX. ENTRANCE/\ EGRESS TO THE SITE o't 5 � c�0 J ACCESS EASEMENT \ , DB 636 PG 500 / EX. STREET EX. ADA HANDICAP LIGHT TO RAMP TO REMAIN REMAIN \ BENCHMARK \ \ N-3917459.59 E-11490319.77 ELEV-506.44 \ EX. SIDEWALK TO REMAIN NAIL L EX. DROP / INLET TO REMAIN / EX. STREET / EX. CONC. LIGHT TO CURBING TO REMAIN REMAIN \ EX. TREE TO REMAIN \ \ 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. BOUNDARY CURVE TABLE ury Length Radius Delta Tangent Chord Chord Bearing C2 21.43' 41.00' 295642" 10.96' 21.19' 1323'50" TMP: o61oo-00-00-123Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.igAC ZONING: PD-SC DB/PG: 514/374 SCOTT/R. Cb•LLINS'Z Lie. No. 035791" 11/18/21 k I c ' co ' 7 I O w LL U In Z 1 z w ZU w 0 z 0 � o z O O 2 I �--� > z U) w 3 a \ U) i WJ a N �II� LL i 1 w : W F z z o o > i LL w z ' g o L W i k J J z i li LU C CD r-4 M � .\+ CD 0 0 0 .� ti co cv' O) N CM 1 N 0 ON N N W > LU J U) L9 LJj 2 U WLU 1 Y Ul LU LU ® U) JLU ~ JQ O N W 0 LU Cz G U y 0 a za Q C ° z O� LU y J o V' O s C O G W° z o 0 a ^ o V, 0 s = O 3 DC � LU 0 J a z� Q O C) U ° 0 T Oz� z w f...� w J X z I --I W w Q z o U LU ° O a 0 z 1--I z U X Uj V) CZ)J ° F U00~ a� I w E W U d In JOB NO. 202185 0 SCALE ° 1 "=20' C SHEET NO. a 2 L H 0 0 0 L S\ TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC TMP: o61oo-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 \920F \ / NOTE: EXISTING MECHANICAL >\ \ EQUIPMENT FOR THE BUILDING HVAC \ SHALL REMAIN. IF ANY REPLACEMENT EX. FIRE EQUIPMENT IS PROPOSED OR REQUIRED, HYDRANT TO THE NEW EQUIPMENT SHALL NOT BE REMAIN VISIBLE FROM THE EC STREETS. \ , TMP: 06100-00-oo-12oNo OWNER: MERCHANTS 7 T \\ m \\\0 r� 7J O v Z uo 013 EX. WATER METER FOR BUILDING TO REMAIN 5' UTILITY EASEMENT DB 636 PG 500 i8o'TO NEAREST INTERSECTION (SEMINOLE TRAIL / ROUTE 29) EX. ENTRANCE/ ti EGRESS THE ASSOCIATES LIMITED LIABILIT t SITE /)l CO. c/o MARVIN F POER COMPANY / ACREAGE: 0.41 /'® NO LEFT TURN ZONING: / MH / SIGN TO BE INSTALLED NEAR DB/PG: z 1/640 / / / _ _ENTRANCE - / EX. OVERHEAD POWER LINE TO REMAIN PROPOSEDCG/z \ " ' VDOT UTILITY & / \ \'q CENTURYLINK / PROPOSEDVDOT \ \•_ EASEMENT - - - -' / STD. CG 6 \ B"4E4T PG T39 DISPLAY \ \, TMP: o6100-00-oo-123Ho OWNER: CIP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 IN 4� L O� 00 o PARKING SPACES 20I o / R �'� \ \ \ v PORTION OF a PORTION OF EXISTING CONCRETE TYP.) ( BENCHMARK / / ^ / \ l� EXISTING WALL ° RETAINING WALL AND N-3917614.40 / / = PROPOSED z' TO BE REMOVED SAFETY RAILING TO E-11490168.00 / / CURB CUT \ BE REMOVED, SEE SHEET 4 PROPOSED VDOT m (TYP,) NAEL-511.78 STD. CG-6 r / VEPCO 9L�F+ / ��ASEMENT DB L o.Z- 335 PG 458 ® /* ®' EX. SD EX. POWER POLETO REMAIN / 9, SIDEWALK _A RIO ROAD EMAIN PROPOSED2' VARIABLE WIDTH R/W eG _I. ,00� EX. SIDEWALK TO O CURB CUT '/, DB 4685 PC 642 BE EXPANDED TO (TYP.) RETAINING / 5' MIN. # WALL w/RAILING 15 R- \ \ 1 STORY - \ \ IT CONC. BUMPER \ \ FRAME &STUCCO ® BLOCKS 680 # PROPOSED SSMH (TYP.) / % \ # EX. SIDEWALK * CG I TRAFFIC SIGNAL MH / J� \\ DISPLAY T. REMAIN BOX DISPLAY 3 \ PARKING SPACES PARKING SPACES (TYP.) \ \�" PROPOSED 9' • , PROPOSED VDOT CONC. SIDEWALK �s 1) STD CG-6_ TRAFFIC SIGNAL i POLE MIT / \ � VESTI ULE / ti r f� PROPOSED CG-z TRAFFIC SIGNAL, RET. WALL & SIDEWALK Az EASEMENT \ y PROPOSED CG-z 2 DB 4685 PG 642 DUMPSTER REMOVED PROPOSED z' AND (2) ADDITIONAL\\ \ \ / 3' / CURB CUT EMPLOYEE/CUSTOMER \ \\ PROPOSED 6 __ / (TYP.) PARKING SPACES - ..GONG. SIDEWALK - / / TRAFFIC SIGNAL DL=6" / ADDED CUSTOMER rA- POLE \ PARKING SPACES�r/ (TYP.) \ \ 1)09 -7 - / DMH PROPOSED CONC. 24 21 © PROPOSED VDOT 3'R- �� 0) A' / DRAINAGE FLUME COIF V � C. EX. CONC. STD. CG iz v CURBING TO io`R �P� - j DITCH REMAIN EXIS i / / V a� NO SCALE CONC. BUMPER HANDI SIGN J �s S/W LN o�' f / / / � y'� `�� �� `O J,6" THICK CONCRETE DITCH WITH BLOCKS A6"x6" W2.1XW2.1 WELDED (TYP.) �508-' -/ / REINFORCEMENT MESH EXIS . / - m� �� Q,� �� AND A BROOM FINISH HANDIC SIGN / TRAFFIC SIGNAL TMP: o6100-00-oo-l2000 or BOX EX. HANDICAP OWNER: SOMMERHOFF, LLC PARKING SPACES 7 3'R / / TRAFFIC SIGNAL ACREAGE: 0.87 AC TO REMAIN PROPOSED / ZONING: HC CG-z I / \ SIDEWALK EASEMENT DB/PG: EX. SAN SWR TO W / DB 4685 PG 642 4755/209 PROPOSEDVDOT / \ REMAIN � _ _STD. CG U `` 506 ® / \. EX. STREET EX. ADA HANDICAP EX. ENTRANCE/ ° LIGHT TO \ RAMP TO REMAIN EGRESS TO THE \ u , REMAIN \ / BENCHMARK \ N-3917459.59 A \ 5� E-11490319.77 \ \ EX. SIDEWALK ELEV-506.44 of TO REMAIN NAIL 30' ACCESS EASEMENT DISPLAY DB 636 PG 500 ' PARKING SPACES L EX. DROP (TYP.) / INLET TO REMAIN / \ EX. STREET / EX. CONC. \ \ LIGHT TO CURBING TO REMAIN REMAIN \ \ EX. TREE TO \ REMAIN \ \ EXISTING 1 STORY 60ILD(NG TO REMAIN 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Oi REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS 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. io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. ii. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS SHEET. 3. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 4. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. S. ANY CONCRETE SIDEWALK ALONG RIO ROAD OR ROUTE 29 (SEMINOLE TRAIL) SHALL BE REPLACED WITH THE CONSTRUCTION OF THE ONSITE IMPROVEMENTS. 6. THE SITE DEVELOPMENT AND USAGE OF THE PROPERTY FOR DISPLAY PARKING SHALL COMPLY WITH THE CONDITIONS OF THE APPROVED SPECIAL USE PERMIT. THE CONDITIONS ARE LISTED ON SHEET OF THIS SITE PLAN AMENDMENT. ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE STORED AND DISPLAYED ONLY IN AREAS INDICATED FOR STORAGE OR DISPLAY SHOWN ON THIS APPLICATION PLAN. DISPLAY PARKING SHALL NOT BE LOCATED ON EXISTING GRASS OR LANDSCAPE AREAS. 3. SALES DISPLAY AND CUSTOMER PARKING SPACES AS SHOWN ON THE APPLICATION PLAN SHALL BE STRIPED/MARKED ON SITE. 4. THE PROPOSED LANDSCAPING AS SHOWN ON SHEET 5 IS PROPOSED TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE PROPOSED USE FROM THE ENTRANCE CORRIDOR. 5. ANY ACCESSORY STRUCTURES OR EQUIPMENT MUST BE SCREENED FROM VIEW FROM THE ENTRANCE CORRIDOR, AND ANY ACCESSORY STRUCTURE OR EQUIPMENT IS SUBJECT TO ARB REVIEW. 6. ANY ALTERATIONS TO THE EXISTING BUILDING THAT ARE VISIBLE FROM THE ENTRANCE CORRIDOR, INCLUDING THE ADDITION OF WALL -MOUNTED LIGHTING, ARE SUBJECT TO ARB REVIEW. 7. SEE SITE PLAN FOR DEMARCATION OF THE LOADING AND SERVICE AREAS, REFUSE AREAS, EXISTING AND PROPOSED MECHANICAL EQUIPMENT, AND OTHER SITE RELATED FEATURES. ALL TRASH RECEPTACLES SHALL BE STORED BEHIND THE BUILDING OR ON THE SOUTHWEST SIDE OF THE BUILDING. 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 9. ANY MODIFICATION TO THE EXISTING SITE LIGHTING IS SUBJECT TO ARB REVIEW AND APPROVAL. MAXIMUM LIGHT LEVELS ON THE SITE SHALL NOT EXCEED 30 FOOT CANDLES. 10. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. 11. A KNOX BOX IS REQUIRED FOR THE BUILDING. THE LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 12. THE ISO FIRE FLOW FOR THE EXISTING BUILDING IS 1000 GPM. NO SPRINKLER SYSTEM IS NECESSARY. 13. THE AVAILABLE FIRE FLOW FOR THE SITE IS 1860 GPM AT 65 PSI. / LEGEND EXISTING BUILDINGS PROPOSED DISPLAY PARKING EMPLOYEE/CUSTOMER PARKING TRAVELWAYS LANDSCAPING AREAS PROPOSED PARCEL BOUNDARY TMP: o61oo-00-00-123Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.igAC ZONING: PD-SC DB/PG: 514/374 SCOTT/R. Cb'LLINS'Z Lie. No. 035791 n 11/18/21�� k I co I I =) 7 I O F OC a Ll V) u U in z Lu i w � z I o z O O I H > z U)Lu 3 i in Lu J : III LL i I w D z z o U) o > z ' g o ) a � Lu w i k J J z i ai Lu rn v m QQ .+ CD r4 .+ 0 0 0 .� L ti M CA N co It O W C>7 N N W > Lu J U) Lu uO U W ' Lu ul U) Lu Lu z ® U) JLLJ ~ JQ O 0 W 0 Lu U 0 a za C ° o uj y Cn ° L N O° z o CAI a G 0 Q m r-I J s Lu U LL.LL w 1_4 o J a E Q Lu 0 ° 0 C ° Z Q � w w z J Q N I Z 0 U Lu ° J O a 0 z U X Lij (n L O Lu ° F- U F w E W U d E JOB NO. ° 0 202185 0 SCALE ° 1 "=20' C SHEET NO. a 3 L H 0 0 0 L i TMP: o61oO-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA TMP 61-3.20W N/F WILLIAM \ EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC �v EXISTING1 1 HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 NOTE: EXISTING MECHANICAL EQUIPMENT FOR THE BUILDING HVAC SHALL REMAIN. IF ANY REPLACEMENT EQUIPMENT IS PROPOSED OR REQUIRED, THE NEW EQUIPMENT SHALL NOT BE VISIBLE FROM THE EC STREETS. TMP: o61oo-oo-o0-12oNo OWNER: MERCHANTS EX. FIRE HYDRANT TO REMAIN / ASSOCIATES LIMITED LIABILIT ti m 7 7J Z I U0 W EX. WATER METER FOR BUILDING TO REMAIN 15' UTILITY EASEMENT DB 636 PG 500 EX. ENTRANCE/ EGRESS TO THE SITE CO. c/o MARVIN F POER COMPANY , ACREAGE: 0.41 z 7 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE INTERIOR/PARKING LOT QUANTITY COVERAGE (sf) QUANTITY COVERAGE (sf) TREES AR ACER RUBRUM I RED MAPLE 21/2" cal 1 452 3 1 1,356 1 2 1 904 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 1 471 1 5 1 2,355 1 0 1 0 UN DERSTORY TREES CF CORNUS FLORIDA DOGWOOD 6-T ht. 124 7 1 868 1 7 1 868 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-T ht. 113 4 452 2 1,243 PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7ht. 99 8 792 0 0 SHRUBS AB ABELIA GRAN DIFLORA GLOSSYABELIA 24"ht. min 14 36 420 FG FOTHERGILLA MAJOR FOTHERGILLA 18" ht. min 20 34 680 Ic ILEX CORN UTA CHINESE HOLLY 24"ht. min 14 34 476 IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18"ht. min 64 36 2,304 TOTAL CANOPY 9,703 3,015 G did �ZONo� DB/PGIG M 21/64o ////i/ (a r_ + t4)AB VDOT UTILITY & \ CENTURYLINK EASEMENT — — — — PG 4643 PG 639 PORTION OF a EXISTING WALL o —TO BE REMOVED 5) AB _ — VEPCO ASEMENT DB or 335 PG 458 `TRIO ROAD VARIABLE IDT H RIW (a DB 85 PG 642 RETAINING ANa b� IVWAILL oSSMH TRAFFIC Bo �• , FFIC SIGNAL POLE o gale` AB TRAFFIC SIGNAL, RET —WALL & SIDEWALK EASEMENT DB 4685 PG 642 45)IC TO SIGNAL POLE 509- DMH (1) CF EX. CONC. (3) FG- ,4 — 1) PY CURBING TO _(1) AR e REMAIN EXIS (6)AB rr HANDI SIGN, OF L ��Q y�' HANDIC SIGN \ (2)CIF r (1)CF- TMP: o6ioo-oo-oo-12OUo oz / i TRAFFIBCIGNAL OX OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC (z) IV ` ) PY TRAFFIC SIGNAL ZONING: HC / y SIDEWALK EASEMENT DB/PG:4755/209 5)K DB 4685 PG 642 i 506" (1) QP EX. ENTRANCE \ o ` \' EX. STREET EX. ADA HANDICAP EGRESS TO THE LIGHT TO RAMP TO REMAIN SITE \ 3)AB REMAIN \ BENCHMARK N-3917459.59 505 I E-11490319.77 o'Z EX. SIDEWALK ELEV-506.44 TO REMAIN NAIL ACCESS EASEMENT 3)AB DB 636 PG 500 L 3) FG EX. DROP / INLET TO REMAIN / EX. STREET / EX. CONIC. LIGHT TO CURBING TO REMAIN REMAIN EX. TREE TO REMAIN GRAPHIG\SCALE 20 n 10 20 40 ( IN FEET ) I inch = 20 80 'N 5w� o TOTAL PROJECT AREA (0.69 AC): 30,019 SF CANOPY REQUIRED (10 •): PROPOSED CANOPY.-4,�7043 SF� STREET TREES TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING. J15 LF TOTAL STREET TREES REQUIRED (1 7REE PER 40) = 8 TREES TOTAL STREET TREES PROVIDED = 10 TREES (6 LARGE SHADE TREES AND 5 ORNAMENTAL 7REES) + (1) EXISTING TREE INTERIOR PARKING CALCULATIONS: TOTAL NEW PARKING AREAS AND IRA VELWAYS = 17,609 SF TOTAL INTERIOR LANDSCAPING REQUIRED (5Z) = 881 SF TOTAL INTERIOR LANDSCAPING PROPOSED = 3,015 SF 1. SLOPES GREATER THAN J. 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVAT70N SEEDS (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA77ONS OF THE AMERICAN ASSOCIA7ON OF NURSERYMEN. THE PLAN77NG OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY 774E ORGINIA NURSERYMEN'S ASSOCIATION, THE ORGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE WRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. J. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT 774E TOPPING OF TREES IS PROHIB17ED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2" x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES z" x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale 1992 3.38 Source: Va. DSWC Plate 3.38-2 SCOTT/R. CtTLLINS'Z Lie. No. 035791,1, 11/18/21 r C c m c U) c u) O DDe c a � \/ ) U Z U U n z . t nJ ( W z z C z c O O LU c IM04 v, a r U) V/ > z a C c / W J a LL i ) w . F z �k z z O o > z ' g o � a � LU w i to k J J z i LL ti .ti .ti .ti . . w C �+ Q O N CD 0 0 0 .� C'') M N 4 CM CN O rn LM N W > W 11M J J_ > w H NL9 L.L z U W ' w Ul U) W z W U) J~ W Q 0 O O N U 7� LU Cz G 0 LU Q U 0 a qz a J C ° W III o o c ° z o �I a V 0 I..L 0 L C Q U " W (n ° J a Q z W a0 oJ T ° 0 c ° Z Q � w w z J h—I w Q N z 0 o U W ° O a 0 z U x W (n L S C) J ° F- U~ ac w W U d Ln JOB NO. 202185 0 SCALE ° 1 "=20' C SHEET NO. a 5 0 H TMP: o61oo-00-00-3.2000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 TMP: o61oo-oo-oo-12oNo OWNER: MERCHANTS m I 0 0 v Z 03 / ASSOCIATES LIMITED LIABILIT ti J�0.0 CO. c/o MARVIN F POER �/ �� 6.0 COMPANY // °dA }+O.o ACREAGE: 0.41 /'O AI 15' UTILITY EASEMENT DB 636 PG 500 TMP: o6100-00-oo-123Ho OWNER: QP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 / \ ZONING: K MH j 0.1 +0.0 \ \ DB/PG:z 1/6406.2 + / +o. \-_--------- / / �,�•�d3 +o.6 / +0.6 / /0. A v, VDOT UTILITY & / 3 *0:8 9 / + \ CENTURYLINK 0.3 +10 \ \°7 \' EASEMENT ----' / \ , \ F 4E43 PG 639 / - -- +o. R V ' O' 0-3 BENCHMARK / \ \ s \ / \ N-3917614.40 / / 0.4 + \ ��� - \ 0 9 \ \ E-11490168.00 0.5 \ _ ELEV-511.78 / / +2.2- +s, vo, NAIL / o.y + + _ \ / 03 'SD / \ / 0.3 ��� +1 A-3 o + + r - / 7.9 22.2. TMP 61-120W i 0.2 . / N/FWILLIAM // L��� eG -- s �o�� '92 + -- EDWARD & 0.1 G C +�-:, - \ - JOHN A F SULLIVAN, / 0. I �9 +7.2 +74 o 1.0 +3. \ +7.. 1 STORY ° • ' DB io95 PG 237 / \ ` FRAME & STUCCO \ 6. +3.9 +2.3 ACREAGE: 0.49 AC I / / °'1 +0 +0.9 ii 53 #1680 ZONING: HC MH 0.5 + , r v% 1\\ \\ +3, +ss I' +0.4 +0 6 +0.9 +1.8 \ 4,0+ \ ?] �14 +10 +T6_ +1.1 +3.7 /'20.0 \\ \ B-1 6 `bl / +20.0 A4. 7.7 � --- 135 t / .�+ �/� B 1 4.8 6 'g + 0.z \ l= VESTI ULE / / 47 < \0.6 l.o / +39 +11.0 �. i3-=-\� +7.2 0.3 \ +0.6 +i5+6: 11 9 3 �9 0 \ \ 9 4 \ z1 /./ +134 8 _ _ _ C � 0.3 \ -07 +3 Z +6.4 +5 8 + r i / L= \ a0-4 \ +0.8,+3,3 \\ -+4-0 2.4 _z p•'\+.`y 3,3 EXISTING 1 STORY 60ILU�NG TO REMAIN As. 66, I G 10 + + / l�j _ °.7 � 39- - +2r _- + 9/ +1.2 +2.7.. ��. _ 1 6 + 9 C/_ \ +51 / +95'� ^low' +0. �508- S.z /.. 6 +1 y �- 2.1 / +OJ Aa o-T VEPCO ASEMENT DB or 335 PG 458 RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING H SSMLI r LUMINAIRE LEGEND & SCHEDULE SYM LABEL CITY MANUFACTURER LLF CATALOG NUMBER DESCRIPTION SINGLE, LED, 20OW, 27000 LUMEN A 3 WSD LED INC 1 WSD-SB15W27 TYPE III DISTRIBUTION DOUBLE, LED, 20OW, 27000 LUMEN B 2 WSD LED INC 1 WSD-SB15W27 TYPE III DISTRIBUTION 6 NOTE: A SHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY. THE SHIELDS WILL ENSURE THAT THE LIGHTING DOES NOT EXCEED o.5 FC AT THE PROPERTY LINE/ RIGHT OF WAY. -INAYY Il, JIUTAAL NOTE: A SHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT BOX SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY. THE SHIELDS WILL ENSURE THAT THE LIGHTING DOES NOT EXCEED o.5 FC AT THE PROPERTY LINE( RIGHT OF WAY. TRAFFIC SIGNAL POLE 01 MMH TRAFFIC SIGNAL, RET. -WALL & SIDEWALK EASEMENT DB 4685 PG 642 _IC SIGNAL POLE IN �v�oh TRAFFIC SIGNAL BOX TRAFFIC SIGNAL \ SIDEWALK EASEMENT 0.5 1.6 / +3.7 5 \ DB 4685 PG 642 i �6. 1.0 \ 04 + • BENCHMARK \ N-3917459.59 \ / \ \0. /0 30' ACCESS EASEMENT 0. DB 636 PG 500 / HIC SCALE 20 4 ( IN FEET ) 1 inch = 29' ft. 5 0,4 E-11490319.77 ELEV-506.44 \ NAIL NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHTAWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. THE SITE LIGHTING SHALL BE A WARM WHITE (3000K). 3. TILTING OF LIGHT FIXTURES IS NOT PERMITTED. ALL LIGHT FIXTURES THAT EMIT 3,000 OR MORE INITIAL LUMENS MUST BE FULL CUT OFF AND THEREFORE MAY NOT BE TILTED. 4. THE COLOR OF THE LIGHT FIXTURES AND POLES SHALL BE BRONZE. 5. THE MAXIMUM POLE LIGHT HEIGHT, INCLUDING ANY BASES, SHALL BE zo FEET IN HEIGHT. LED Area Light/Shoe Box Series ® CON HAS co. 11A IFO 0 @ 1 0 INSD Ifc INC woo ;h Our Area Lfght/Shoebox Series is the best option to replace 100W to 1000W metal halide lum lnalres. The slim profile design delivers maxim um efficiency. A wide range of lumen packages for any type of applications. IN ith extensive selection of accessories, inc►I ding photocell receptacles, motion sensor, mountings and finish colors. Ideal for com martial parking lots, car dealership, walk ways, street lighting, and places where much needed light. FEATURES • Wmileds LED, high luminous efficiency and long working life. • High efficiency LEO Oriver the wide range input voltage Ac120-277V/Ac 27748OV. • Die-cast aluminum cooling design, high qua lily and better cooling for LED Tj < 85`c. • Excellent optics design, greatF/ improve the light utilization and evenness. • Motion sensor control available (Optional) CONTROLS (SOLD SEPARATELY) P N Rc Fholocell Motimn 3eneor R3rnote Cmlroller GATEWAY :^ WATTAGE 501•V MAY 150W 200YV ®r�P NOTE: A SHIELD WILL BE PROVIDED ON THIS LIGHT FIXTURE TO PREVENT LUMEN 37001m -30001m 2-000 Ion 2?000 In SPILLOVER OF LIGHT INTO THE RIGHT-OF-WAY. THE SHIELDS WILL ENSURE THAT THE LIGHTING DOES NOT EXCEED o.5 FC AT THE PROPERTY LINE ccT 4000K, RIGHT EFFICACY 1451m.W 1301m4y 0K.5000 K 135 Invl•V \ OF WAY. \ CR 70 \ INPLITKI-TALE A0120.277V i A.0277480V \ DI 5 TR60 TI ON T:pe II, Tye» 11. Type IV, -Type V \ P OWE R =ACTOR 0.05 \ DRNEREFFICADY 90% \ OINMING 0-1OVdc \ LIFE S1AN over 50,000 hre SYOP.K NG TEM11 PERATl1R: -2 2"F - 113'F 5 TO RAG E TEN PERAT JR: 40'F - 176-F OUTDOOR M1 NC 'Net locationi IPM CM-E 3 core, I BAwQ 0.5m 80 J WARTAN TY 5 year Him red YlryYrw6 Address. 12W Vft#Wy Way. Swte 100. McKnney, TX 75000 Emaa: Iao.zhvOwiadcm-eal.con • Te I: 409. 557.5603 1214.940.0638 3301•V 42-221m 140 ImAY www.wsdled.00 I 114 SCOTT/R. Cb'LLINS'Z Lie. No. 035791 n 11/18/21 k I to I I 7 I =3 (n O F- ' ne I a I` � 1 U In z i w ZGo w z I z O O I H > U) z 3 \ i / (n , W J: I w F1 � z z T o o > i w � z ' g o Lu w i to k J J z i li C0 CD r4 0 0 0 .� ® CY) M O� N CM N LL N N W> LU J J LU U7 r L9 '_j O U W' LU Ul U) z LU mow// L.L U) JLLI ~ _ V 0 z LU 0 LU U 0 a za C ° o LU ' ^ o ° z o I..V o I..L 0 = z cn ° r U LU = 0 (� Q LU J Q o T ° OC ° D z z_ w w z J H1 w Q N z 0 U LU ° J O a 0 z G = U X W° A L O J ° M F~- i U w F- 0I I' w E W U d Ln JOB NO. ° 202185 0 ° SCALE ° 1 "=20' C SHEET NO. a 6 N H 0 0 L