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Home My WebLink AboutSDP201200047 Plan - Revision 2021-01-22W (V 0 (V (V (V 0 w 0 J CL \ MM P� C' C' TE�9A6 M- .1 9M E-1B2.J4 EL=699.59 I I I NI I I II U I EX 4819.80 I I I ul r I EX 489.93 I I II I� L \ U) EX 490.20 T 41 ■ ■ ¢ I � EX 489.93 \ V) L \ I � I I J EX - 12 - nnnnrk I \ I t':b9.99 I/ 1 LJ LJ LJ LJ LE IBJW 141 31\ 21 1 EX I\ I cuasslos cuasslo el Cuassloe cuassloe - 13 491 \\V'�J, EX 49C D z VJ 0411 N 491.1E.7' 3 ADJACENT TENANT ffi ALDI 49 FINISHED FLOOR: 1.32' M 11 4J1.ZU / 491.20 /I - - I -4 EX 490.90 490.97 EX 16 b EXI490.80i 15 °D 0 EX 49 ■ � z ■ 1 EX 490. • 0 .8.0' 8.0' r 8.0' _ 5.0' 8.0' 490.80 EX EX 490.98 I - - _'Ls JTM PK FE�890.99 II��--------- z / / V 9ww,E KEYED NOTES: E-B9 BJ\ 0 EXISTING CONCRETE LOADING DOCK. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 2O PROPOSED CONCRETE TO BE FLUSH WITH ADJACENT PAVEMENT. O3 PROPOSED CONCRETE SIDEWALK. CONTRACTOR SHALL MAINTAIN MAX 2.00% CROSS SLOPE. SEE DETAIL ON SHEET ASP-102. 4O SAWCUT TO NEAREST JOINTS FOR CONCRETE REPLACEMENT. O5 EXISTING ASPHALT PAVEMENT TO REMAIN. © PROPOSED RAMP, MAXIMUM 8% RUNNING SLOPE AND 2% CROSS SLOPE. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. O7 PROPOSED BOLLARD (TYP. OF 5). SEE STRUCTURAL AND ARCHITECTURAL PLANS FOR DETAILS. ® DAYLIGHT PROPOSED CANOPY ROOF DRAINS. CONTRACTOR SHALL VERIFY THAT SUFFICIENT COVERAGE IS PROVIDED OVER TOP OF ROOF DRAIN. SEE ARCHITECTURAL AND PLUMBING PLANS FOR DETAILS. O9 PROPOSED CANOPY. SEE ARCHITECTURAL PLANS FOR DETAILS. 10 EXISTING DUMPSTER TO BE RELOCATED AS SHOWN. SEE ARCHITECTURAL PLANS FOR DETAILS. 11 PAINT CURBSIDE PARKING STALL, SEE DETAIL ON SHEET ASP-102. 12 CURBSIDE PARKING SIGN, SEE DETAIL ON SHEET ASP-102. 13 DIRECTIONAL POST MOUNTED SIGNAGE, SEE DETAIL ON SHEET ASP-102. 14 EXISTING CLEANOUT TO REMAIN. ADJUST CASTING TO GRADE. 15 PROPOSED PAINTED PARKING STRIPING (TYPICAL) TO MATCH EXISTING COLOR AND WIDTH. 16 PROPOSED PAINTED HANDICAP PARKING SYMBOL (TYP. OF 4). SEE DETAILS ON SHEET ASP-102. 17 GENERAL CONTRACTOR TO PROVIDE AND INSTALL (1) WALL -MOUNTED "VAN ACCESSIBLE" HANDICAP PARKING SIGN. SIGN PROVIDED BY CONTRACTOR SHALL MEET LOCAL REQUIREMENTS. SEE DETAIL ON SHEET ASP-102. 18 GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) WALL -MOUNTED HANDICAP PARKING SIGNS. SIGNS PROVIDED BY CONTRACTOR SHALL MEET LOCAL REQUIREMENTS. SEE DETAILS ON SHEET ASP-102. 19 PROPOSED CONCRETE WHEEL STOP (TYP. OF 16). SEE SHEET ASP-102 FOR DETAILS. 20 PROPOSED FILTREXX SILTSOXX FILTER SOCK. SEE DETAIL ON SHEET ASP-102. 21 CONTRACTOR TO RESTRIPE ISLAND TO PROVIDE 20' DRIVE AISLE. MATCH EXISTING MARKING STYLE. 22 TRANSITION FROM 0" TO 6" CURB OVER 5'. 23 REMOVE AND REPLACE ASPHALT PAVEMENT AS SHOWN. MATCH EXISTING PAVEMENT SECTION. 10 L 0 b 490.80 EX ui 6 9 0 0 0 0 0• I I 4 23 70 1 I 19 1 0,el 5.0' 490.64 EX GENERAL NOTES: A. ALL EXISTING UTILITIES, TOPOGRAPHY AND PROPERTY INFORMATION ARE TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF CHARLOTTESVILLE, COUNTY OF ALBEMARIE, STATE OF VIRGINIA, BY SURVEYOR: YOUNG-HOBBS AND ASSOCIATES, 1202 CROSSLAND AVENUE, CLARKSVILLE, TN 37040. B. BY GRAPHICAL PLOTTING ONLY, THIS SITE IS SITUATED IN FEMA FLOOD ZONE X PER FIRM #51003CO278D, EFFECTIVE FEBRUARY 4, 2005. C. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. D. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING PAVED AREAS AS NECESSARY. THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS AT ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. E. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. F. ALL PAVEMENT MARKINGS DEPICTING PARKING SPACES, ACCESSIBLE PARKING SPACES, BARRIER FREE SYMBOLS, ACCESS AISLES, NO PARKING SIGNAGE, RESTRICTED PARKING AREAS, DRIVE LANES, VEHICULAR DIRECTION ARROWS AND STOP BARS SHALL BE APPLIED WITH MECHANICAL EQUIPMENT AND TEMPLATES AT THE LOCATIONS AND LENGTHS SHOWN ON THE PLANS (TWO COATS ALL LOCATIONS). PAINT SHALL BE WHITE IN COLOR (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET ALL APPLICABLE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REQUIREMENTS. G. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. H. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND ADDITIONAL INFORMATION. I. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. Issued: Date: Client Review 12/07/20 Permit Set 12/09/20 1 Revisions: Date:I DO NOT SCALE PLANS Copying, Printing, Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact ms consultants with any need for additional dimensions or clarifications. LEGEND EXISTING PROPOSED DESCRIPTION il 980.50 EX. 980.50 TOP OF CURBN980.00EX. 980.00 TOP OF PAVEMENT J 980.00 EX. 980.00 FINISHED GRADE SPOT z i X� X� ELEVATION GRADE SLOPE CONCRETE ms consultants, inc. STORM LINE engineers, architects, planners ST 5444 Wade Park Blvd., Suite 160 W WATER LINE Raleigh, North Carolina 27607 phone 919.772.5565 - - - - SAN - SANITARY LINE fax 919.779.2308 CONSTRUCTION LIMITS - - 490 - - MAJOR CONTOUR LINES DRAWN BY: 491 - - - - 491 MINOR CONTOUR LINES AMA SANITARY MANHOLE REVIEWED BY: x0 SANITARY CLEANOUT KEA IsT% STORM MANHOLE Seal cB STORM INLET �® LIGHT POLE �IEALTH OF BOLLARD (0eCNARLES `C MICHAEL BUSCH y C. N0. 401015642 0 10 20 30 40 SCALE: 1"=20' 0111 kaFff tte PROFESSIONAL OF RECORD: CHARLES M. BUSCH No. 401018542 EXP. DATE: 05/31/21 ALDI Inc, 6801 Aldi WaYy ALDI Petersburg, VA 23803 (804) 594-5278 ALDI Inc. Store #:41 Charlottesville, VA 100 Albemarle Square Charlottesville, VA 22901 Project Name & Location: Architectural Site Plan Drawing Name: Prototype Rls. Project No. 06/03/20 :RHRDV7ER 40454-27 ASP-101 Scale: As Noted I Drawing No.