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HomeMy WebLinkAboutARB202100012 Plan - Revision 2021-03-15GENERAL NOTES \� OWNER 06100-00— 00-120TO PBNE O BOX RESTAURANT GROUP IV LLC % CRAIG WORTHY 2629 ADDITON, TX 75001 1680 SEMINOLE TRAIL AUTO DEALERSHIP APPLICANT CHARLOTTESVILLE ALBEMARLE RENTAL PROPERTIES, LLC 916 PRESTON AVENUE COLLINSENGINLE, VA22903 MINOR SITE PLAN AMENDMENT # 1 & ARB PLAN(ARB2021IIIIIIIIIIIII00012)PJECT ENGINEER COLLINS ENGINEERING �® SITE 200 GARRETT ST. SUITE K, CHARLOTTES LE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. sco t t®collins—en gineering. 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 ]RAIL REAR BUILDING SETBACK: NONE SIDE BUILDING SETBACK. NONE PARKING SETBACK: 10' PARKING SETBACK FROM SEMINOLE TRAIL BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT 65' EXISTING 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 = a l o WATERSHED THIS DEVELOPMENT LIES ITHIN THE MEADOW CREEK WATERSHED. THE SITE 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 ELEVAT70NS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXISTING VEGETAT70N THE SITE HAS AN EXISTING COMMERCIAL BUILDING AND PARKING LOT ON THE PROPERTY. S7EEP 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 WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO278D DATED MAY 16, 2016 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE 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 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 WITH THIS PLAN. 774ERE IS (1) EXIS77NG RETAINING WALL THAT WILL BE MODIFIED WITH THIS DEVELOPMENT PLAN. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE 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 LIGHTING PLAN IS PROVIDED WITH THE FINAL SITE PLAN (SEE SHEET 6) IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 18.4.17. THE PROPOSED LIGHTING PLAN IS SHOWN ON SHEET 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 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 PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLE. TRASH COLLECTION: AN EXISTING ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS SHOWN ON THE FINAL SITE PLANS, SEE SHEET 3 AND SHEET 7 FOR DETAILS. ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. UTILITIES EXISTING WATER AND SEWER UTILITIES ARE LOCATED ONSITE AND WITHIN THE ADJACENT RIGHT—OF—WAY. ALL WATER AND SEWER CONNECTIONS ARE EXISTING TO THE BUILDING AND WILL REMAIN. STORMWATER MANAGEMENT: THE SITE HAS AN EXISTING BUILDING AND EXISTING PARKING AREAS ON THE PROPERTY. NO ADDITIONAL PAVEMENT OR IMPERVIOUS AREA IS PROPOSED WITH THIS PLAN. A REDUCT70N IN PAVEMENT AND IMPERVIOUS AREA IS PROPOSED ON THE PROPERTY WITH THE IMPROVEMENTS (31% 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 CONSTRUCT70N CODE 2015). THE EXISTING 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: EXISTING 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 — (9) 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 EN7ER/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 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP: OWNER: MERCHANTS / ASSOCIATES LIMITED LIABILIT CO. C/o MARVIN F POER / / COMPANY / f ACREAGE: 0.41 �o , ZONING: / DMH/ DB/PG: z a/640 / \ / i / BENCHMARK N-3917614.40 E-11490168.00 / ELEV-511.78 NAIL / / =I 1 STORY FRAME & STUCCO r - EX. SIDEWALK TO REMAIN HANDI SIGN HETAS ANDI 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 4 1 GRADING, DRAINAGE, & UTILITY PLAN 5 LANDSCAPING PLAN 6 LIGHTING PLAN 7 NOTES & DETAILS 7 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 OS C) 0 0 0 z CO Q SHEET LAYOUT SCALE: 1" = 30' LEGEND :oI 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— — — — EXIS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP/BACK OF CURB T/B DEN07ES TOP OF BOX VICINITY MAP SCALE: 1" = 500' ,RESOLUTION T 01 APPROVE SP 20200 014 1650 SED I IL OUTIC D OR SALES, STORAGE, AND DISPLAY NOW, BEITRESOLVED that, upon c nsideration of the staff r port prepared for SP 20 0000141 and all of its attachment s, the information presented at the public hearing, my comments received, i itd$hel factors relevant to a spe ial use permit in Albem He County Code § 18-30 6.3, the Albemarle Coun -Board ofSupervisors; hereby a proves SP 202000014, s lbject to the conditions a tached hereto. >F*s 1, Claudette K. Borgers n, do hereby certify that he foregoing writing is a true, correct copy of a R solutions duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, recorded below, at a reE ula_r-.in. eeting held on Jainar 6 021 irk; Board of ounty . upry rs Aye Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee) y Ms. Palmer- Y`- Ms. Price) Y -~ a SI 2D20 4 n'nole Trail Outdoo • Storage, and Dis S Use I er mit 0001 16� Sew 3 a Sales„ _ Display Special Conditions I . Use of this site must be in general ac ord (as determined by the Director of Planning and t e 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 mL st be parked in striped palling spaces. 44. Vehicles must not be elevated anywhere outside of a building oil site. 5. Final site plan approval is subject to ARB approval of the landscape 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 cot candles in the display lot and 20 foot candles in all other locations. Nonconforming poles and ixtures must be removed. All fixtures trust have lamps whose color temperature is between 2 00 and 3000 Kelvin. T. The existh g freestanding sign must be removed prior to comme cement of the new use. A 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 Lic. No. 035791,a 03/04/21 ,Qi L9 ti M z M N a® M i N C:) WCY) N N W >_ LLI J J U) LU I— O z T_ WY LU Ul U) I— ZLU w U) JLU ~ JQ C:) 0 C:) N U T_l LU G LU LU Q J L_L 0 2 LU U) � o J U Q LU i) 0 Q H1 w 0 H1 LU V) O w F- H- 00 P 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. 0 NEW LIGHTING TO BE TMP: o61oo-oo-oo-12oNo IN SITE MD TNGHE , W OWNER: MERCHANTS ALBEMARLE COUNTY I / ASSOCIATES LIMITED LIABILIT AND ARB ti CO / MARVIN F POER REQUIREMENTS .CO COMPANY / ACREAGE: 0.41 / _0 / / ZONING: / MH / DB/PG: 2 1/640 DEMO EXISTING/ UTILITY BLDG, CURB � \ AND PAXA NTHIN �� ,el5'r THIS AREA LIMITS OF DISTURBANCE / ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, / N� CONCRETE, AND PORTIONS OF / / EX. UTIL TY CXN� BUILDING =4,870 SF / BUILDING TO / / BE REMOVED BENCHMARK / EX. PORTION OF N-3917614.40 / SIDEWALK TO E-11490168.00 / / BE REMOVED ELEV-511.78 / NAIL00 / ® / / )<loll ROKEN Fed / CONC UMPSTER Fop APR N TO BE P �p REPLACED pF� �Q� elr / MH / DUMPSTER 1 ,Q�� I�p TO : REPAIRED �t11/I'll II!I► 1 SHED TO BE REMOVED /EX. METAL SHED TO BE \ �`:0 LIMITS OF DISTURBANCE REMOVED ASSOCIATED WITH REMOVAL OF SHEDS, CONCRETE REPAIR, AND CURBING = 925 SF EX. CONC. CURBING TO REMAIN TMP: o6100-00-00-12OUo OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC ZONING: HC DB/PG: 4755/209 m 0 013 v Z L9 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. , EXISTING DRIVE �\,\0i IIjpl�il 11 . CANOPY • 1 •/ BE HANDICAP RAMP TO BE EX. SHRUB 1 REMOVED BE M 1 09 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 { a, O� LIMITS OF DISTURBANCE ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, AND — PARKING SPACES=4060-5F 4o LINEAR FEET OF EXISTING CONCRETE RETAINING WALL z AND HANDRAIL TO BE REMOVED o VDOT UTILITY & CENTURYLINK EASEMENT _ — — o F 4E43 PG 639 \ �9, S27'43'56 "E 141.45'oz _ VEPCO \ — ASEMENT DB / oz 335 PG 458 XySTING SIGN TO / REMOVED AN)z REPLACED WITH. SIGN MEET19iGfil COUNTY SyARE _ GUI¢tJdW4j C9, Q EX PORTION C \j� / J�\�'a SIDEWALK TO BE REMOVED c� 508 — NDIC SIGN \ / z - " i RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING H 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. 0 1 � NEW LIGHTING TO BE MH INSTALLED ON THE S1l 50'54E 14.82' SITE MEETING ALBEMARLE COUNTY TRAFFIC SIGNAL, RET. ANDARB WALL & SIDEWALK REQUIREMENTS EASEMENT DB 4685 PG 642 S61 °41 '58 E 0.90' DEMO EXISTING TCURB AND PAVING TRAFFIC SIGNAL POLE WITHIN THIS AREA DM H S26 3856 "W 3.25' EXISTING INLET STRUCTURE & y OUTFALL PIPE TO BE PRESERVED FOR PROPOSED o��V yw�� DRAINAGEINLET FROM NEW PARKING LOT TRAFFIC SIGNAL BOX TRAFFIC SIGNAL SIDEWALK EASEMENT W / \ \ nR 4CRn Pr F4? 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 \ EX. SIDEWALK ELEV-506.44 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 1 21.43' 1 41.00' 295642" 10.96' 1 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 n 03/04/21�� k I co I co I 7 I O F OC Of In F- Z 1 w ZU w � z � I 0 z I O O � I I--4 > z U) � 3 w \ i WJ a N 111� LL i ., ., LU CD M 0 0 L ti C''') C`') C3J N Iq CM It1 N O w C) N N w Q LU J J U) L9 '—j LU 2 U WLU 1 Y Ul v) z LU LU ® U) JLLJ ~ JQ C:) 0 LU 0 z LU U y 0 a za a C ° a z LU O� ° J o V' O s O W ° z o 0 6 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 U I --I LU w z 0 o U LU ° O a 0 z 1--I U 0 LLJ 0 V) O LU ° � y U F- C I w E W U d In JOB NO. 0 202185 0 SCALE ° 1 "=20' C SHEET NO. a 2 L H 0 0 0 L TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC S\ 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 \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 7 OWNER: MERCHANTS T \\ m \\\0 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 EGRESSIT 0 THE ASSOCIATES LIMITED LIABILIT CO. c/o MARVIN F POER / I ) COMPANY / � ACREAGE:0.41 /'® i ,1 \ NO LEFT TURN SIGN TO BE ZONING: / MH / INSTALLED NEAR - - - DEI z 1/640 / / / _ _ _ENTRANCE - / EX. OVERHEAD POWER LINE TO ���� A REMAIN PROPOSEDCG-2 //� VDOT UTILITY & / \ \'q / PROPOSEDVDOT CENTURYLINK \ \•_ EASEMENT - - - -' / STD. CG 6 \ F 4E43 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� 4-N 4, S 4. 00 o PARKING SPACES 20I o / R �'� \ \ \ v PORTION OF a PORTION OF EXISTING CONCRETE TYP.) ( BENCHMARK / / EXISTING WALL ° RETAINING WALL AND N-3917614.40 / / = PROPOSED 2' \ TO BE REMOVED SAFETY RAILING TO E-11490168.00 / /fft CURB CUT BE REMOVED, SEE SHEET 4 PROPOSED VDOT (,) ELTYP -511.78 STD. CG-6 NA�� r / VEPCO ASEMENT DB o.Z- 335 PG 458 EX. ® /* ®' EX. POWER POLETO REMAIN / 9, SD \ REPLACE EXIST. CONC. i / ��� ) / / SIDEWALK _q RIO ROAD APRON TO REPAIRiP�' ADO / \ EMAIN -PROPOSED z' VARIABLE WIDTH R/W DAMAGEDCONCRETE CURB CUT 5 6 DB 4685 PC 642 5 4 0 /. SEE DETAIL, SHEET? GC,-',50 ) ,�0 EX. SIDEWALK TO O BE EXPANDED TO ,� (TYPJ RETAINING / 5' MIN. # WALL w/RAILING / z5 R \ \ 1 STORY - \ \ IT CONC. BUMPER \ \ FRAME & STUCCO �' 0 BLOCKS 680 # • PROPOSED SSMH # EX. SIDEWALK CG-2 TRAFFIC SIGNAL / * ' MH / J, \\ DISPLAY TO REMAIN BOX DISPLAY / 3 \ PARKING SPACES PARKING SPACES \ Qj (TYP.) (TYPJ \ \�- PROPOSED g' • , PROPOSED VDOT CONC. SIDEWALK �s ��. STD CG-6_ TRAFFIC SIGNAL i POLE DUMPSTER �o, / \ \ MIT ENCLOSURE ti VESTI ULE / 10f , PROPOSED CG-z w/ WOOD FENCE \ J r • ' TO BE REPAIRED / \ / y TRAFFIC SIGNAL, RET. WALL & SIDEWALK \ / \Q' \ \ / _18 / EASEMENT DB EXISTING WOODEN $ 1 PROPOSED CG-2 r 2 PROPOSED 2' 4685 PG 642 \ ti � A 6' DUMPSTER ENCLOSURE \ / 3' / CURB CUT TO REMAIN, SEE DETAIL \\ PROPOSED 6 __ (TYP.)SHEET? \ \\�, - PROPOSED CONC. - / / TRAFFIC SIGNAL DL=6"' CUSTOMER r I PARKING SPACES J - 1' POLE\ (TYP.) \ \ `�09 / DMH PROPOSED CONC. _/ © PROPOSED VDOT 3'R- �� q y // / DRAINAGE FLUME �OI� I C. EX. CONC. STD. CG 2z v V l CURBING TO io`R �P� - j DITCH REMAIN � EXIS i / / V a� NO SCALE CONC. BUMPER HANDI SIGN J �s S/W `O�' f / / / � ,yw � ro J , / 00 L O �� w ,Lti 6" THICK CONCRETE DITCH WITH BLOCKS .'K. A6"x6" W2.1XW2.1 WELDED (TYP.) �50g-' -/ / C�i 'y�Oh REINFORCEMENT MESH EXIS . / - m� �� Q,� �� AND A BROOM FINISH HANDIC SIGN / TRAFFIC SIGNAL TMP: o6100-00-oo-l2000 °� BOX EX. HANDICAP � OWNER: SOMMERHOFF, LLC PARKING SPACES / 7 3'R / TRAFFIC SIGNAL ACREAGE: 0.87 AC TO REMAIN PROPOSED / EX. SAN SWR TO W /PROPOSED VDOT / \ SIALK DBW4685EPC 642 T ZONING: HC DB/PG: 4755/209 REMAIN STD. CG 6-' \ U 506 ® / \. EX. STREET EX. ADA HANDICAP EX. ENTRANCE ° LIGHT TO \ RAMP TO REMAIN EGRESSTOTHE \ 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 \ \ 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. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Qi 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. 0357911'n 03/04/21�� k I c I co I 7 I O F OC I ' I U)a u In r Z i W ZU W � Z I � o Z I O O � I H U) > z 3 a i (n W J: LL i L Cy M CA N co N O W 0) N N W Q Lu J J U) Lu uO U W ' Lu ul U) Lu Lu z ® U) JLLJ ~ JQ O 0 z Lu G 0 Lu G � 0 0 a z 4 a J C ° o Lu y ) ' o N� o L N O° z o CAI a G o a- Q m r-I J s Lu U LL.LL Lu o LnJ a S Q Lu 0 ° 0 C ° Z Q � w w z J Q N I Z 0 U Lu ° J O a 0 z I --I U X LLJ V) L O Lu ° 00 P U ~ a� I 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 TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC EXISTI uILDINO STO 0 REMAIN As. TMP:o61oO-00-oo-1z000 OWNER: MARTHAJEFFERSON HOSPITAL c/o SENTARA HEALTHCARE / \s'o. ACREAGE: 4.369 AC r ZONING: HC ��cy DB/PG: 4045/6o83 ��yOF / \ EX. FIRE HYDRANT TO REMAIN W � TMP: 06100-00-00-12oNo OWNER: MERCHANTS � I ASSOCIATES LIMITED LIABIL CO. c/o MARVIN F POER 8 COMPANY ACREAGE: 0.41 ZONING: DB/PG: z 1/640 / MH , / / / / 0 rn Z Q0 03 EX. WATER\\FORBUILDING 5' UTI DB 636 PG 500 18o'TO NEAREST INTERSECTION (SEMINOLE TRAIL / ROUTE 29) YE ENTRANCE/ESSTOTHE SITE TMP: o61oo-00-00-123Ho OWNER: CIP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 \ O PROPOSED z' pX CURB CUT (TYP.) \\ \ \ DOT CENTURYLINUTILITY EASEMENT&_ BENCHMARK N-3917614.40 E-11490168.00 ELEV-511.78NAIL O EX. SIDEWALK EMAIN \ RY PROPOSED z' FRAME &OSTUCCO ' / CURB CUT (TYP.) FRAME u # #2 \� M/ J, \ \ E . SIDEWA K H b ti ANON DUMPSTER \ 1}0 ENCLOSURE ` VESTI ULE / w/ WOOD FENCE \ / oZ / BE REPAIRED \ ,P \ `PROPOSED z' / O CURB CUT (TYP.) EX. CONIC. CURBING TO G _ / REMAIN EXIS HANDI SIGN JJ �50g— HANDIC SIGN TMP: o6100-00-00-12OUo r OWNER: SOMMERHOFF LLC �J ACREAGE: o.87 AC //PROPOSED / CURB CUT d RE -BUILD 8 IN R FEET OF CONCRETE \ oz RETAINING L TOT O TIE-IN NEW GRADES EXISTING RET INI G WALL NEW WALLI MATCH EXISTI LL. HANDRAIL ON N WALLSHALLL MA C THE EXISTING -HANDRAIL VEPCO ASEMENT DB OZ 335 PG 458 C I CI1 A VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING IAL RAILING 0,00 SSMH TRAFFIC SIGNAL BOX PROPOSED z' CURB CUT (TYP.) TRAFFIC SIGNAL POLE GMH TRAFFIC SIGNAL, RET. —WALL & SIDEWALK EASEMENT DB 4685 PG 642 1C SIGNAL POLE i v °goo �4 SW TRAFFIC SIGNAL BOX TRAFFIC SIGNAL ZONING: HC W / / \ SIDEWALK EASEMENT DB/PG:4755/2O9 DB 4685 PG 642 `V 506 \v , EX. STREET EX. ADA HANDICAP EX. ENTRANCE/\ , LIGHT TO RAMP TO REMAIN EGRESS TO THE REMAIN \ SITE BENCHMARK \ N-3917459.59 \ E-11490319.77 GI 20 n 10 20 EX. SIDEWALK ELEV-506.44 \ TO REMAIN NAIL ACCESS EASEMENT DB 636 PG 500 / EX. DROP / INLET TO REMAIN / \ EX. STREET / EX. CONIC. \\ LIGHT TO CURBING TO REMAIN REMAIN \ \ / EX. TREE TO \ REMAIN \ \ SCALE 4 80 ( IN FEET ) 1 inch = 2� ft. / OL 6., 24 CONC. DITCH NO SCALE PROPOSED CONCRETE TRENCH BOTTOM = 3' W I DE DEPTH=o.5' TOP= 4' WIDE DITCH TO TIE-IN TO EXISTING DROP INLET 530 525 520 515 510 505 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 1. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). NOTES 1. A MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. z. A MINIMUM OF 3.5' OF COVER MUST BE MAINTAINED OVER W/LAND S/L. 3. A MINIMUM OF i.5'OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. 4 ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM, AND WATER GRADES CAN BE ACHIEVED. 7. A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A BACKFLOW PREVENTER WILL BE REQUIRED. CROSS SECTION #1 1 &77e GTRA I/EL WAY PARKING�GLANDS APING 1+00 0+75 0+50 0+25 530 525 Sao 515 510 505 530 525 Sao 515 510 505 CROSS SECTION #2 CROSS SECTION #3 0+00 - . 00 1 ' _ e e 16, GTRA DEL WA Y—GPARKINGLANDSCAPING 1+00 0+75 0+50 0+25 GRAPHIC SCALE 10 n 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. 0+00 SCOTT/R. Cb'LLINS'Z Lie. No. 035791,1, 03/04/21�� k I c ' co ' 7 I O F ' 0C a ' 1 U)Z U U, Z w w � Z x 0 w O O � I > C� z 3 II \ Lu i W J: � LL; w ono CD M 0 0 CA I` ® co mMm VI N ® M 1 N O rn N Lu N LOU W J J U) LLI _ w k90 U Lu ul Lu Lu z U) JLu ~ Q CD 0 N u z Lu 0 Lu U y ° a z q a J C ° o 0 uj y ° � z Jo L N O C z u/�j ° �I V a C z� �_4 \ C1 0 U)�c 0 u ° U Lu J a V Q z Lu QI--1 0 0 T O Q E ° Z aw w z P__4 w a N � Z U Lu ° J O 0 0 z 1--1 U x uj L 0 O Lu ° w w 00 W U d 1n JOB NO. 202185 0 SCALE ° AS SHOWN C SHEET NO. a 4 ° 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: o6200-oo-oO-12oNo OWNER: MERCHANTS EX. FIRE HYDRANT TO REMAIN / ASSOCIATES LIMITED LIABILIT ti 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 5 565 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 FIG FOTHERGILLA MAJOR FOTHERGILLA 18" ht. min 20 36 720 Ic ILEX CORN UTA CHINESE HOLLY 24"ht. min 14 36 504 IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18"ht. min 64 36 2,304 TOTAL CANOPY 9,884 3,015 G 9� O C� did ZONING: / MH / DB/PG: 2 1/640— / / (8) IC 4) AB CIF / / q / —(1) OF \• (2) PY BENCHMARK / 2) IC / \ l� N-3917614.40 E-11490168.00 / / 2) MV ELEV-511.78 / AR (3) IV =(1) op— (3) / ® / (4) FIG i) CIF / EX. SIDEWALK EX SHRUBS \ EMAIN Pw�C�DQV ) TO REMAIN (3.) CIF EXTREE 1 FRAME & STUCCO \ •.: \� MH Y,r \\ #1680 EXSHX SIUL Al # 5)FG BS # TO REMAIN \ # (4) F 2, 4) FG DUMPSTER ENCLOSURE 1)MV VESTI ULE % ✓ w/ WOOD FENCE \ / C / .: 0 1) MV/ BE REPAIRED \ (2) IC / U) PY / (12) IV (4) IC \� (5) FG— Z (7) IV \� \\ (2)MV \\ (1)AR \ /� (1) CFF� EX. CONC. CURBING TO (3) F REMAIN EXIS rr /— HANDI SIGN,=(1) QP HANDIC SIGN \ (2) CIF r (1)CF TMP: o63.00-00-00-12OU0 oa OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC '' (2) IV ZONING: HC / 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 / / 7 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 RIO ROAD VARIABLE WIDTH RIW (. DB 85 PG 642 RETAINING �\WALL w/RAILING a y•� TRAFFIC `tyr1® Box M . , FIC SIGNAL POLE AB TRAFFIC SIGNAL, RET —WALL & SIDEWALK EASEMENT DB 4685 PG 642 45)IC TIC SIGNAL POLE DMH 1) PY 4� AB (6) co vw C A N� 1 TRAFFIC SIGNAL BOX PY` TRAFFIC SIGNAL SIDEWALK EASEMENT DB/PG:4755/209 �\ \5>IC DB 4685 PG 642 i 506, (1) OP \ ENTRANCE/ \ o ` \' EX. STREET EX. ADA HANDICAP EX. EGRESS THE — q., LIGHT TO \ RAMP TO REMAIN SITE \ 4' : 3) AB REMAIN \ \ BENCHMARK \ N-3917459.59 \ \ 505 i)PY E-11490319.77 \ o'Z EX. SIDEWALK ELEV-506.44 TO REMAIN NAIL ACCESS EASEMENT 3)AB DB 636 PG 500 L 3) FIG EX. DROP / INLET TO REMAIN / \ EX. STREET / EX. CONIC. \ \ LIGHT TO CURBING TO REMAIN REMAIN \ / EX. TREE TO \ \ REMAIN GRAPHIC\SCALE 20 n 10 20 40 ( IN FEET ) I inch = 20 80 'N 5w� y TOTAL PROJECT AREA (0.69 AC): 30,019 SF CANOPY REQUIRED (10 0): 3, 009 SF PROPOSED CANOPY.- 9,884 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 STABILIZAT70N 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, 03/04/21�� r C c m c U c u> O DDe c //I► a \// Z U U !n . z ttt W w z z c z c LU O O c 1=4 n a r V/ U) > � z 3 I --I w c / W J a LL i .1 .1 w r1i r1j CD M 0 0 CY) ti CY) M N 4 CM N O rn CN LM N w Q W 11MI! J J U) W H L9 —J O 2 U W W Ul U) W zLU U) J~ W Q 0 O O N U 7� z LU G 0 LU Q U 0 a z q a J C ° m wN c L c ° z o �I a V 0 C Q wU " cn ° J a o 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 i--I U x w (n L S O J ° F- U~ ac w W U d En JOB NO. 202185 0 SCALE ° 1 "=20' C SHEET NO. a 5 0 H TMP 61-12OW N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC EXISTING 1 STORY g�ILDING TO REMAIN As. TMP: o61oo-o0-00-3.2000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 TMP: o6100-00-00-1231do OWNER: QP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 15' UTILITY EASEMENT DB 636 PG 500 .4- TMP: o6ioo-co-oc i2oNo OWNER: MERCHANTS did ASSOCIATES LIMITED LIABILIT 0.0 CO. c/o MARVIN F POER I 6.0 COMPANY / ACREAGE: 0.41 /'O ZONING: / MH j o.1 +0.0 \ \ a DB/PG:2 1/640_--------- +o/03 1 0.3 +i o \ / 0.3 BENCHMARK / 04 \ s / + N-3917614.40 / .\ j \ ° 9 \ E-11490168.00 - ELEV-511.78 /0.5 +z.z� + NAIL 11 / / 0.4 +3. + - -- - - /s. 8.3 s�z s / 0 3 +1. +�7 A-1 \ / 0.3 ��� +1 A-3 A. + t - / e 7.9 -. +12.1 i o.zP ��o.g +74 +1.o +3` \ +7. 1 STORY 0.1 \ FRAME & STUCCO \ t5. +39 +2.3 _ M H o d i r,1680 \ \\ \ +3 +5.5 l_ +2.0 J_+ +69\ \ \ \ 4. +10 \ / S L .' \° 5 +1.1 +3.7 ,. g.g ro �• 1 / I / 1 \ + i B-z `L`O 6 `al \ t' 9 V0 +1.4 +7'S B DUMPSTER a.s \ 13.3 o + / ENCLOSURE \ 5 - VESTI ULE + + w/ WOOD FENCE \ 1.0 / 39 +10.9 i -\ +7.2 9 / 3 TO BE REPAIRED \ 0.3 \ `o.6 {?+69 \\ / T �94 � \ 9 0 \9 �4� 2.1 /./ +13 4=� 0.3 \ 7 3 z \ 6.4 +5 8 +a + + / 0.4 \ + + \ `. \ ` VDOT UTILITY & CENTURYLINK EASEMENT - - - -' )F 4E43 PG T39 or VEPCO __.EASEMENT DB or 335 PG 458 RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING \ 4 H o SSMH TRAFFIC SIGNAL °5 BOX •.,• 1.3 - 0.4 \ \*o.J +2: +i.z-.50�a 4- �z •.+ 0.7 \ 39- - *rr--- 9/ J 0.3 +o + +1.2 +2.7 _. Oi . /+/6 0.3 + r Q \ _ 9 3�i fL _ +6.2 \U 1 / �508- J --- 0.3 TMP: o6ioo-oo-oo-120Uo -_ / 0.4 - � , / )WNER: SOMMERHOFF, LLC o� $ / 6 4 0 ACREAGE:o.87AC °4 .4 '3 /� +79 � 1.5 TRAFFIC SIGNAL POLE ' MMH LUMINAIRE LEGEND & SCHEDULE SYM LABEL CITY MANUFACTURER LLF CATALOG NUMBER DESCRIPTION SINGLE, LED, RxA 200, 3000K A 3 BARRON 1 RxA-200-3-VS-3K TYPE III DISTRIBUTION DOUBLE, LED, RxA 200, 3000K B 2 BARRON 1 RxA-200-3-VS-3K TYPE III DISTRIBUTION SCOTT/R. CtTLLINS'Z Lie. No. 035791".-1 03/04/21�� J =3 LID P O cli 4� a F- U In W 4N �\� ' 0 0 LU wZ W ` ui LL TRAFFIC SIGNAL, RET. -WALL & SIDEWALK EASEMENT DB 4685 PG 642 -IC SIGNAL POLE r v \ Q' a� w , �4v'oh m� �w TRAFFIC SIGNAL Qq � BOX TRAFFIC SIGNAL ZONING: HC / T \ SIDEWALK EASEMENT DB/PG:4755/2O9 \ ors 1.8j +3.7 / 5 \ DB 4685 PG 642 04 1.0 7 \ / 0 4 G 10 20 I \ o. Z, \ 0 ACCESS EASEMENT ° DB 636 PG 500 / SCALE 4 ( IN FEET ) 1 inch = 29' ft. 80 - BENCHMARK \ N-3917459.59 \ E-11490319.77 \ ELEV-506.44 \ NAIL \ \ \ NOTE: i. 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 (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 20 FEET IN HEIGHT. R A ■TCELITE commercial A industrial lighting DESCRIPTION The RxA Series LED area luminatre features a sleek low -profile housing design in lumen packages ranging from 9600 lumens to 41,000 lumens. Its high -efficiency light engine is designed for optimal light control and illumination with Its three distribution types in three physical sizes. The RxA family provides substantial energy savings through efficient delivery of light with minimal to no upllght and efficacies up to 139 LPW. The RxA ships standard with a 7' upswept arm and Is designed for ease of Installation on poles, slipfllers, trunnion or wall mount applications. This product is ideal for large areas such as parking lots, walkways, roadways, building walls, etc. SPECIFICATIONS Construction: • Sleek die-cast aluminum housing with stainless steel hardware and powder coated bronze (standard) fnish for durability • UV -stabilized polycarbonate optical lens • Integral heat sink fins maximize heat dissipation • Hinged driver access for ease of maintenance • Standard with 7" straight arm (for pole or wall mount) and round pole adaptor • Slotted bolt pattern suitable for retrofit to most existing drill hole patterns • Includes a 12' whip (5 conductors provided for convenience, dimming leads not connected) OpticslLEDs: • Designed with minimal uptight to eliminate light pollution • 7010 300 Watts replace up to 750 Wafis HID for up to 70% energy savings • Efficacies up to 139 LPW maximize energy savings and utility rebates • Type III, IV and V distributions optimize light distribution • Available in 3000K, 4DOOK and 5000K CCT • L70 of 130,000 hours CRI 270 Electrical: • Class 2 power supply, 120-277VAC, 6MOHz • 1-10V Dimming driver for models 150W+ (120-277VAC only), dimming leads require connection in field • Power supply with high -power factor of 90% typical • 3471480VAC Dedicated driver option for 70W, 15OW, 20OW and 300W • Standard 10kVA surge protection for models >-15OW Testing & Compliance: • cULus Listed for Wet Locations • Tested to meet IP66 requirements • DesignLights Consortium® (DLC) PREMIUM Qualified (consult OPL for qualified models) • Operating temperature: -40`C to 45'C (40'F to 1137) Installation: • Hinged driver door for ease of access • Standard with pole mount arm (7D suitable for 4" or 5" square poles. Includes round pole adaptor. Arm features access door for easy wiring on site and includes knockouts for motion and photocontrol sensors • Additional easy mount accessories such as slipfitler, trunnion, swivel and wall bracket 8 pecificatbna are wbjecl to change winoul nonce. netanatlon must be perconned In accoNance rv8h Barron uontin onaup inSallation Instructions 10810377 Rew 100W20 Mode[ Accessories: Job Name: RxA Series LED Area Light Date'. Type. {1ffT item ekrrvn Modal RxA-70 RxA-100 RxA-150 RxA-200 RxA-300 Wattage' 70 100 150 200 300 Lumens Om) 9500 13.800 20,800 25.700 41.000 9gcacy (LPWj 136 137 139 139 137 Eglivatarlcy (HIS '50i'75W 25OW 400W 40OW 7501 Distribution Type III,IV,V OCT (IQ 30014000K, 5000K CRI >70 Input Voltage 120-277VAC, 50'601­iz, 3471480VAC Operating Temp -40-C to 45-C(40°17 to 113-F) Certifications UL Usted for Wet Locations, DLC PREMIUM Warranty 5Years Weigh 8.91bs 1 941bs 1 12.41bs 112.91bs 18.71bs " Norinal Wat age. Tested at 5000K CCT 120-277VAC, Type III distribugon. See perfbmance tabe for more detailed lumen information. Nero: Envaonmentand applicandonwill affect actual performance. Typical values and 25'C used fortesting. Options: •Integral 120-277VAC dimming sensor (SC)for models 1501 • 120-277VAC TWIs: Lock receptacle installed on arm (Twist Lock photocontrol included) Accessories: •Twist Lock universal photocontrol (1201 for dusk to dawn lighting control -Dimming sensorfor additional energy savings -Button photocontml (120-277VAC) for 70W and 100W models • Multiple mounting accessories available, see ordering information Warranty: • Five Year Warranty (Terms and Conditions Apply) • 10 Year Warranty available upon request, consult factory SARRON llaheer rme p Page 1 of 5 808.533.394a• vamubsrmnle,cpm z LU 0 LU U m 0 a z 4 a J C ° o LU m L- 0 r � U) o o O 0 z o I..V o ° L / ° U T 0 LU = ° J a B Q ° LU J Q o 0 T ° 0 C 0 c7 z QOf w w z J H1 w Q N z 0 U LU ° J O a 0 z FC1 m G = U x LJJ 8 O J ° Cy U W ~ u� I w E W U d Ln JOB NO. ° ° 202185 0 m SCALE ° 1 "=20' u, C SHEET NO. a 6 m N H ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTI0N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 7HE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS N. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES,• PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. \/• 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND \ COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR IN PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY GRADING VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATONS SHALL GOVERN THE MATERIAL AND CONSTRUCTI0N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT OTHER TREES AND VEGETATON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSECT70NS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CON0177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 2" SM-9.5A SURFACE COURSE 2" SM-9.5 SURFACE COURSE 3" BM-25 BASE COURSE (1M-19) 5" 21-A ��� \ 8" 21-A BASE COURSE SUB -BASE COURSE \ \\/�\// \///\� //111, �/ / COMPACTED COMPACTED SUBGRADE SUBGRADE ASPHALT PAVING - HEAVY DUTY ASPHALT PAVING - LIGHT DUTY DRIVE AISLES PARKING SPACES NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASED�/\�//O/ COMPACTED \ \��/SUBG����\ ADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6' NO SCALE EXISTING PAINTED /(DARK GREEN) WOODEN BOARDS - u EXISTING DUMPSTER ENCLOSURE LL.z 0(n 0 1, O 1, 0Of m O K o 1 on n w in O 2 VAN ACCESSIBLE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHTE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 0 e G /..�!,. ! 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 6"x6" W2.1xW2.1 WELDED NOTE: BROOM FINISH WIRE REINFORCEMENT 7" CLASS A3 CONCRETE 7" 21A STONE 6" COMPACTED 21A STONE SUBBASE DUMPSTER CONCRETE PAD NOTE CONTRACTOR TO VERIFY W1774 ON-S17E GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS EXISTING STEEL GATE I WI TH WOODEN BOARDS FOR ACCESS Concrete Bumper Block W Concrete: 4,000 P. S.1, Vibrated • Reinforcing 2 #4 RebarR, 1.5" from bottom" • 72" long, 5" higb, 4" wide top, 7&guot wide bottom • Not dawn IQ scale) 144"1 sn p V I� 7•'�I I ' STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) ' LOCA77ON FACE FA OAF OF CURB BUMPER BLOCK PAIN ITR AINTED PER VDOT IPEICAL) �J ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS INSPECTIONS NOTES "EALTHGARE PAVEMENT LEGEND: 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND 1. HEAVY DUTY PAVEMENT ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 2, LIGHT DUTY PAVEMENT THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF TMP:o6�-woo-%2oNo THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE ASSODC N WNER:MLIMITERCHANTG ED LIABIL FIXTURES SHALL BE PROTECTED BY A BACKWATER VALUE o. u" INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE XNNFY ACR 2 BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH °B FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. TOP TMP 62-22eW OF 42• R NIFWIUUAM EDWARDa CURB OHMAFSULLIVAN, a DREAGE:G237 ACRONIZHCAC XC °NING: HANDICAPPED SPACES SHALL BE IDEN77RED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R- 7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND IN7ERNA77ONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE BUT NO HIGHER THAN SEVEN 7)FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2- 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE IL- 12" -11 34" holes ;I 72" 6 5/8"OD SPUN STAINLESS STEEL CAP BOLLARD DETAIL WITH 1" RADIUSED EDGE CONTINUOUS WELD GROUND SMOOTH TYPE 304 STAINLESS STEEL POLISHED TO SATIN 44� ❑ F SCHEDULE 40 (.280" WALL) STAINLESS STEEL PIPE ❑ 6" SCHEDULE 80 (.432" WALL) STAINLESS STEEL PIPE 11 "OD X .250 THICK STAINLESS STEEL PLATE WITH 4EA 9/16"DIA HOLES 11"DIA. LAG BOLT i 4 13" 7" L-- l' 6"N2" OR 78 STANDARD CG-6 STONE#BA EB UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. e' e '. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1 =+1 EDGE ET EXISING PAVEMENT ' I EDGE DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING-fSPHALT LAYERS -. PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE ------------------------- -- COMPACTED SUBGRADE CONSTRUCTION JOINT DEtAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS /2 ® PROPOSED MINIMUM 1 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY/ CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT MOOT PROCEDURES AND BE APPROVED BY THE EER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEN NT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF DOSING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 / INCHES AND REPLAC D WITH Al ASPHALT SURFACE COURSE TO MATCH PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE WILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS-SL AND EFFECTIVE SURFACE DRAINAGE- B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315. S(a) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO AFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4URB P51 PRECAST. G A RADIUS 700 FEET OR LESS 3. CURB HAVING `. , (ALONG FIDE OF CB) WILL BE PAID FOR AS CURB' It�JI RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MUGH AS D.11 D.; 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WLL COINCIDE WITH THE TOP OF A :' A' COURSE OF THE PAVEMENT SUBSTRUCTURE. p, gip, OTHERWSE THE DEPTH IS TO BE 10" AS SHOWN. IN NO ADJUSTMENT THE PRICE MO 15 TO BE MADE �d !d FOR A DECREASE OR AN INCREASE N DEPTH. D.� T D.' T D 5. CG-2 IS TO BE USED ON ROADWAYS MEETING , ;d. , ;A' , THE REQUIREMENTS FOR GC-8 AS SHOWN IN D . • D . • D APPENDIX A OF THE MOOT ROAD DESIGN MANUAL, ' •,'d• IN THE SECTION ON GS URBAN STANDARDS. e• , - ' 2" RADIUS �A . s.;'. 6 Y D.; D. SURF) :d :d••-' BASE �•d �d SUBS/ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R SURFACE f SUBBASE TMP: abaoo-m-oo-223HO OWNER: OPHOLDING511LLCCVS HEALTH M2o746-m ACREAGE:..,GWC ZONING: HC DBIPG 5-71433 \a HEAVY-DUTY PAVEMENT AND/OR PAVEMENT OVERLAY Lic. No. 035791,a 03/04/21 4j O c ( �I � H / V/ z U (n LU0 I � z - ux O O i MH ��4b\ > ; W b 4 b Ob TMP: c62oow- II" E A04\NO OWNER: CHARLOTT ASSOCM.SUNTR L F CORP REALE ACREAGE2. LIGHT -DUTY PAVEMENT oe"PN: W AND/OR PAVEMENT OVERLAY ( CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THFl RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER %". 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB A CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH.WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PAWLS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. It WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. R\ AT , 2" HIGHER THAN EDGE OF PAVEMENT AT X)K ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME m 0 0 0 O O z L O O O O O O O O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 T7 LANDING RAP + U 0 0 0 a 00000000000 to i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F3 ^,I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y.- XDIAMETER 000000000000000 DETECTABLE WARNING o AT BACK OF CURB 0.9"-1.a^ SEE NOTE il. BASE DIAMETER �_ VARIABLE FULL WIDTH OF RAMP FLOOR _ SPAY LIMITSLIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 'EDIFICATION XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE 305 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 502 315 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 GG-2 CG-12 ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 AEI 7 'I 5' IMIN.I ­^ JO NMTISSIBLE CONST. I 1� A EJ TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN CC-2 BACK OF 20 SECTION A -A NOTE+ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 B 5 10 6 J 14 7 13 15 B 1 15 15 NOTE: THE REOURED LENGTH OF A PARALLEL RAMP 5 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. NOTE! COIMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SQUARE YARDS) CURB WHEN REQUIRED (CO-2 OR CC-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOLLQ BE SUMMARIZED FOR EACH CURB CUT RAMP. SIOEWAK RAMP 12�1 MAX 48:7 MAX 4' IOH MAX TYPE A PERPENDICULAR 5' MN 12i1 " @MAX TYPE B PARALLEL n=n li=Ti=n=n= =11-11-11=11 W-1111011 11.-Llb � u Y 3 N 0 4H UJ CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY CEOMETRCS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 12:. MAC i�lv 2 , AT X .2" HIGHER THAN EDGE OF PAVEMENT AT*)K.SAME AS TOP OF CURB THIS COMBINED (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VAGNIA DEPARTMENT OF-RANSPORTATIO+ SPECIFICATION REFERENCE 105 502 VJ r ti 11= M cyi D7 N R ® CC 1 N C:) CY) N N w W RRR(� J J_ sw 111 I NO of < U wLU 1 i v/ z LIJ z LU G Q z ^Q LIJ F1 cl� O� G CL Uj I --I Q 016 LL LU J LU Q 0 0 0 H1 LL LLJ J O H1 W 10W M J W F U , ^ ~ '11 W W J W d l� (n JOB NO. 202185 SCALE AS SHOWN SHEET NO. 7