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HomeMy WebLinkAboutSDP201400053 Letter of Revision Letter of Revision 3 2018-01-30COUNTY OF ALBEMARLE - Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone 434)296-5832 Fax 434)972-4126 January 30, 2018 Travis Peterson 1350 E. Touhy Ave. First Floor East Des Plaines, IL 60018 t eterson chi man-desi coin RE: LOR# 3 for SDP -2014-53 Chick-Fil-A Final Site Plan Tax Map/Parcel Number 07800-00-00-055A2 Dear Peterson, This letter is to approve as a Letter of Revision for the addition of a payment booth to the referenced site plan. This is the 3'd and final Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, xallll— William D. Fritz, AICP Chief of Special Projects Attachments: Letter of Request Site Plan Change Cc: Todd Rapoport Tod.rapoport@cfacorp.com COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 2290245% Phone 434 296-5832 Fax 434)972-4126 January 30, 2018 Travis Peterson 1350 E. Touhy Ave. First Floor East Des Plaines, IL 60018 1Veterson(&,,chipman-desi i RE: LOR# 3 for SDP -2014-53 Chick-Fil-A Final Site Plan Tax Map/Parcel Number 07800-00-00-055A2 Dear Peterson, This letter is to approve as a Letter of Revision for the addition of a payment booth to the referenced site plan. This is the 3`d and final Letter of Revision for this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to be submitted in the form of a site plan amendment. Sincerely, X41111-- William D. Fritz, AICP Chief of Special Projects Attachments: Letter of Request Site Plan Change Cc: Todd Rapoport Tod.rapoport@cfacorp.com Application for Letter of Revision Letter of Revision = $108 Final Site Plan Name and Number: Final Site Plan of Chick-fil-A SDP -201400053 Contact (who should vve contact about this project) Travis A Peterson Street Address 1350 E. Touhy Ave., First Floor East City. Des Plaines state IL zip Code -6001 8 Phone number (847) 29M900 ext 179 Email tpeterson@chipman-design.com Owner of Record Coven D. and Katie H. Flynn Street Address c/o Property Tax Dept. 5200 Buffington Rd. City Atlanta State GA Zip Code 30349 Phone Number (404) 305-4821 Email todd.rapoptxt@cfacorp.com Applicant Chicle-fil-A, Inc.; Attn: Mr. Todd Rapoport Street Address 5200 Buffington Rd. City Atlanta state GA Zip Code 30349 Phone Number (404) 305-4821 Email todd.rapopoy cfar-o .com SUBMITTAL REOUIREMENTS: El 'the appropriate fee, ® The site plan number that the change applies to, ® A request letter describing the proposed changes from the owner or authorized agent, ® 4 copies of the plan that shows the proposed changes, Changes must be shore on the sheet or sheets from the alDproved final site plan. or on an I 1 "X 17" copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify a information provided on this application and accompanying information is accurate, true and correct to the best of dge elie tgnature of Owne , A nt Todd Report- Print Name January 25th, 2018 Date 404 323-6746 Daytime phone number of Signatory FOR OFFICE USE ONLY (�LOR # Fee Amount s l Date Paid b By uho. Receipt 140 kN7 By 1MLfV6t('_r County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 1110212015 Page 1 of I Architectural Review Board Application c Part A: Applicant, Contact and Parcel T06iinlifl Project Name: Chick-fil-A Pa ment Booth type Tax ma and arccl s :07$00 -00 -DO -055A2 1626 RICHMOND ROAD p p () Physical Street Addms: cHARLOITESVILLi:, VA 22911 I Contact Aersoa: TRAVIS A PETERSON Business Name: CHIPMAN DESIGN ARCHITECTURE, INC Address 1350 E_ TOUHY AVE., 1st FLR EAST City DES PLAINES State IL Zip 80018 Daytime Phone (847)298-6900x179 Fax #(847)298-6966 E-mail t terson chi man-desi n.com Owner orRecord: FLYNN, CORVEN D. & KATIE H. c/o Property Tax Dept. Address City Atlanta state GA zip 30349 Daytime Phone(194)305-4821 Fax k E-mail tOdd.rapoport@cfaco!p.com .Pant B: Revimlipe and Fta: Select review type Review by the Architectural Review Board Conceptual Plan/Advisory Review (for a Special Use Permit or a No Fee Rezoning) Preliminary/initial Review of a Site Development Plan No Fee Final Review of Site Development Plan $1075.00 Amendment to an approved Certificate of Appropriateness $ 242.00 Building Permit Review $ 634.00 County -wide Certificate of Appropriateness Structures 750' or more from the EC, no taller than 5 stories No Fee Structures located behind a structure that fronts the EC No Fee Personal wireless service facilities No Fee Fencing or Equipment or Lighting No Fee Additions to ARB -approved buildings No Fee X Minor amendments to site or architectural plans No Fee Building permits where the change is 50% or less of the altered elevation No Fee NOTE: For SIGNS, use the combined APPLICATION AND CHEKLIST FOR SIGNS. FOR OFFICE USE ONLY BPN ARON Fee Amount f Date Paid By uiw? Receipt M CheckS By County of Albemarle Dept of Community Development, 401 Mclu ire Rd, Cbarlettest ille, V A 22902 Woke: (434) 296-5932 Fas: (434) 9724126 1rh2013 Par L nrx OVER Part C: Desclriptian of Proposal - Describe your proposal. Atuch a separate sheet irnecessary. _ Addition of a pre -fabricated payment booth to the site. The payment booth will be located at the southwest comer of the Chick-fil-A restaurant between the order point and the pick-up window along the drive4hru lane. A portion of the existing landscaping will be replaced with a concrete slab for the booth and a concrete walk from the rear service entrance of the restaurant to the booth. Total area of proposed work is 97sf. Part D: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. • Only complete application packages will be scheduled for ARB review. The application package is not complete without the appropriate checklist, completed, signed, and included with the required submittal materials indicated on the checklist. I hereby certify that I own the subject property or have the legal power to act on behalf ofthe owner in filing this application. *See submittal requirements below. I also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge, and that the attached plans contain all information required by the appropriate checklist. January 25th, 2018 Si Lure of own , wner's representative Date or contract purchaser Todd Rapoport, Chick-fil-A Regional Manager _L4" 323-6746 Printed name, Title Daytime phone number of Signatory *Ownership Information: • If ownership of the property is in the name of any type of legal entity or organization including, but not limited to, the name of a corporation, partnership or association, or in the name of a trust, or in a fictitious name, a document acceptable to the County must be submitted certifying that the person signing above has the authority to do so. • If the applicant is a contract purchaser, a document acceptable to the County must be submitted containing the owner's written consent to the application. • If the applicant is the agent of the owner, a document acceptable to the County must be submitted that is evidence of the existence and scope of the agency. Attach the owner's written consent. 11/2010 Rage 2 of 2 OVER— �nFA Architectural Review Board Amendment to a Site Development Plan Submittal Requirements Checklist Part A: Applicant Contact and Parcel Information Project name: Chick-fil-A Payment Booth ARB # Tax map and parcel #: 07800-00-00-055A2 Physical street address (if assigned): 1626 RICHMOND RD., CHARLOTTESVILLE, VA 22911 Location of property (landmarks, intersections, or other): RICHMOND RD. & LUXOR RD. Contact person: TRAVIS A PETERSON Business name: CHIPMAN DESIGN ARCHITECTURE, INC. Address: 1350 E. TOUHY AVE., 1st FLR EAST City: DES PLAINES State: IL Zip: 60018 Daytime phone: (847) 298-6900x179 Fax: (847) 298-6966 Email: tpeterson@chipman-design.com Part B: Revisions to a CofA f Amendment to a SDP Requirements Checklist f Important Note: Submittal packages must contain (8) collated copies of all information unless otherwise indicated. A. Written description of the proposal 66 Provide a description of the revised/amended proposal. Identify all proposed changes from the previously approved submittal. ❑ Provide a revised materials list if any of the building materials or material color(s) have changed. B. Site plan showing the following (drawn to the scale of I"=20' clearly legible and folded): ® Show all proposed changes to the previously approved plan including site layout, landscaping, lighting, and all site features, with changed features clouded and clearly identified on the plan. Sheet number, total number of sheets, date of the drawing, date and description of the latest revision, and contact information for the firm preparing the drawings in the title block on all drawings. Provide the original plan and existing conditions. C. Appearance of the building(s) (architectural elevations, color perspective sketches, site sections): m Dimensioned architectural elevations of the proposed building(s) showing all changes to the previously approved building(s) design. Elevations must be drawn to a minimum scale of 1116"=i'-0". A larger scale may be required. Include a building materials schedule and key on the elevation drawings. ❑ One set of all building materials 1 colors if changed from the previously approved submittal. 1 Revised 7128110 D. Additional material m The applicant is welcome to submit any additional material that will make the revision to a certificate of appropriateness/amendment to a site development plan review more productive. Drawings or other submittal items that clarify topography, visibility, utilities, landscaping, or other unique or unusual conditions are welcome. Part C: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required if the building materials have changed. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. • All information in this checklist is required, unless specifically waived by the ARB, prior to processing a revision to a certificate of appropriateness / amendment to a site development plan review by the ARB. Additional submittal materials may be required, depending on the proposal. . Only complete application packages will be scheduled for ARB review. The application package is not complete without this checklist, completed, signed,_and included with the required submittal materials indicated on the checklist. In representing the above referenced term submitting this application for review, 1 hereby state that the information provided in this application, and all accompanying information, is accurate, true and correct to the best of my knowledge, and that the attached plans contain all information required by this checklist. �e ignature of person completing checklist Travis A Peterson, Senior Project Manager Printed Name/ Title January 23rd, 2018 Date 847) 298-6900 ext. 179 Daytime phone number of Signatory County of Albemarle Department of Planning and Community Development 401 McIntire Road, Charlottesville, VA 22902-4596 (434) 296-5832 Tel, (434) 972-4126 Fax www.albemarle.org 2 Revised 7128/10 CJ\ C H I PMAN I)ATE DWGN 01/25/18 DESCRIPTION Check for Letter of Revision fee $108 DESIGN 01/25/18 TRANSMITTAL ARCHITECTURE DATE 01/25/2018 Albemarle County Department attn Margaret Maliszewski of Community Development phone 434-296-5832 401 McIntire Road job 17-1723-01 Charlottesville, VA 22902 re , Chick-fil-A ARB review 0 attached ,! fedex priority Q prints a other Applications, check QTy 1 I)ATE DWGN 01/25/18 DESCRIPTION Check for Letter of Revision fee $108 1 01/25/18 ARB Submittal Checklist 1 01/25/18 ARB Application 1 01/25/18 Application for Letter of Revision 4 01/25/18 1 sheet C-2.0 sheet with proposed changes 8 01/25/18 5 sheets Plans for ARB for approval CLIENT SITE ADDRESS Chick-fil-a Pantops FSU, 1626 Richmond Road, Charlottesville, VA 22911 COMMENTS Please find attached are the required applications and drawings for ARB. COPY TO zjovanovic@chipman-design.com _ �4� Zorana Jovanovic 13SO TOUHY AVE. FIRST FLOOR EAST DES PLAINES IL 60018 I'EL :847.298.6900 ATL CHI LA NY 1 NOTE: OFF-SITE PAVING SECTION \ NOW OR FORMERLY , VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE \ 20 A.C.S.A. V'VATER LINE \ NORTH PANTOPS TOWNHOUSES, LLC ENTRANCE CORRIDOR SHALL BE ELIMINATED. O� D.B. 3683, PG. 560 EASEMENT TO BE RECORDED \ /� / D.B. 2997, PG. PG, 643-651(PLAT) PROPERTY .ACQUIRED FROM LOT 1 TO NOW OR FORMERLY / D.B. 3683, PG. 570-572(PLAT) % A� PARCEL ID: 078FO-01-00-000A0 WESTMINISTER-CANTERBURY OF THE BLUE RIDGE ' / CREATE LOT 1-A & 1-B AREA= 19,102 USE: OPEN SPACE D.B. 1502, PG. 503 ,/ SQ. FT. OR 0.439 ACRES �6q ZONED: R-6 D.B. 1594, PG. 87 (PLAT) \ 11 `off PARCEL ID: 07800-00-00-055A6 qT 30 EX T9, ZONED: PRD VAR. WIDTH NON-EXCLUSIVE ACCESS P /� EASE MENTTO BIE RECORDED (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE ff�`COURSE (VDOT TYPE SM -9,5A) PRIME COAT EXISTING MILLED ASPHALT � 27 � / / / � ON-SITE PAVEMENT / '� OFF-SITE PAVEMENT (DRIVE AISLES AND (FULL DEPTH) i / / i / / / 189.01' i j ° 15 407 SQ. FT. OR 0.3537 ACRES PARKING STALLS) / / / S 35 33'54" �` PRI3Q / V // / E 1.5" BIITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE L ATE �/� �, ( ( / / j TYp,' 56 / / / / / / % /" SURFACE COURSE (VDOTTYPE SURFACE COURSE (VDOT TYPE B. © ) ,s.%i- SM -95 A) SM 9.5A) PRIME COAT RIME CO ATRQAD 2jO`s 2.5" BITUMINOUS CONCRETE 3" BITUMINOUS CONCRETE Z'T INTERM EDIATE COURSE (PLA BASE COURSE (VDOT TYPE r VDOT TYPE IM-19.OA < / 4 2 $ " m i i 6 f�r h 9 6 �`- / r i� / N / 51 �. b h PErB .% `/ % / ! j' •'' / / i -7 ";'- -7--/-�n_ 8" AGGREGATE SUBBASE 8" AGGREGATE SUBBASE 'r')-18.-i.•'� (VDOT TYPE 1, SIZE 21A). 8 (VDOT TYPE 1, SIZE 21A). 61 cn , 1 % j ` ��_----a ' r / Y 2 / %�-�/ �\ - - - 8" COMPACTED SUBGRADE. 8" COMPACTED SUBGRADE. EI E Ta BE • ? r /"- \' 7, j f t 59 G NOTES: NDONtL) / r' f / r f' S 5, / / / v / / PARK/N ,SBL r l r �1 r % 1 SZ - 1. ON-SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. OF X 20' C�(/ Sl f; 1 f . ;' f .. / / / -, i ' % , ' r • r` / -- /- , -7J, / ' ' s \ 39' „ - /L E� � / ' ��" WATERLINE EA SUNT , "� !. ' / f - �/ 47 %' r'''''te / rY r f` / / , / `/ i t O° S6 Z8 F S36°29'24"E PERMANENT GRADING & MAINTENANCE 2• COMPACTED SUBGRADE MAY CONSIST OF IN-PLACE MATERIAL WHERE SUITABLE D.B. 1076, PG. 24 Q Ur U' / % I :. !'; ';; i. ?� j . f ✓ i �/ - �/ / / / ;% S __ _ _ 6\� 20.07' MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING BEHAVIOR u ° ° r r r / ;' j �+: , 1 EASEMENT TO BE RECORDED UNDER TEST LOADS ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH 1 1 ,�co / 3� 1Ti'_ '� :// _ pq` RrA/` ? ' i' ,f j/, / TYP IB 5rZ j / J �' / .i' 30 4,923 SQ. FT. OR 0.1130 ACRES SUITABLE MATERIALS. LOT D MON1' )r ,"~'r>s r' I Q 'y O "' �` " j,. ;r ' / ' / ' `' -- rr r 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8". COMPACT LIFTS TO 95% OF PLAT SHOWING SUBDIVISION FOR r.r� /� -- f / �r a + TAX MAP 78 PARCEL 55A4 �. "i ,1I / M i Rp��*'* i '= o,/ -, 51 f / r t - __ - MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM 1 METHOD. %!'/ \'w 4 ( / s' %'0 I THE LUXOR LLC PROPERTY AND \ `�` CO �j t l' i� ^ \ (► '' %^q r / ' / /j ' 7 ii i °� \� / , '\ F ,/ / EX: PROPERTY"UNE'TO f' '� r• � - R/W DEDICATION FOR TMP 78F -1-A / �l Q Q p' +; BEABANDO EDi PAVEMENT SECTIONS EX.50' RE4R BLOC NOT TO SCALE NORTHPANTOPSTOWNHOUSES,LLC.PRO ERN„ Q �" / '% ' ~ r'� '`�- � -��� !' .» f -.__- % �,• � 1 - D.B. 3683, PG. 570-572 (PLAT) % o h J ) / 17 2 / ' ; 3 \ �+ i 34 fr --.."" - NOW OR FORMERLY �; 11 /1 ' �+ 34 60 SE - - _ Z` e1 / �' 18 43� \ / LUXOR LLC I ttr { ! / YP:' / / %' ' / _ I D.B. 3687, PG. 302 a Q 4 /4r ' ( ( // 47 43 /tP, / '6! PARCEL ID: 07800-00-00-055At' % -r i' - %._ / ; i f / /, ` �' s0 _ _-_ _ LAYOUT DESIGN NOTES ❑ /,: ik; O //' ' t '% b' O ZONED: PDMC \` 1/C<�r; O - USE: VACANT COMMERCIAX ,/ Q r'•) ,.r � J � � , / , ' / 6S/ // ( 32 " } /:' ; / % ; , f r ' p �� j JJ �j' 18 , / , / /o 1. VDOT STD. CG -6, CURB AND GUTTER; CATCHING 508 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P-1.1. 18 / ; // = ` - _ _ % - - _, . r . / �,' / f 41 +,n /' - ; 10 / 3 f �, SECTION SEE DETAIL, SEE GRADING AND DRAINAGE � � `�� PLAN. 40. STANDARD PARKING STALL. EAS�r & EGRE S D B3 - GGEJG 112ok �- J =� 1 / I 2Q00, _ < 6 3 ` fp� 57 1111■1111111111111 Il�llllilllllll' CURVE TABLE 111111111111111111111'�i NO. RADIUS LENGTH DELTA TANGENTCHORD BEARING CHORD C1 202,00' 35.43' 1003'02" 17.76' S 64°14'20" W 35.39' C2 198,00' 53.51' 15"29'00" 26.92' S 61`31'21" W 53.34' C3 30,00' 27.94° 53"21'49" 15.08' S 80°11'37" W 26.94' C4 30.00' 36.30' 69"19'53" 20.75' S 18°50'46" W 34.13' C5 250.00' 73.06' 16`44'43" 36.79' N 67°13'01" E 72.81' C6 175.00' 41.28' 13°30'56" 20,74' N 68°49'54" E 41.19' C7 70.00' 80.27' 65°42'18" 45.20' N 29°13'17" E 75,95' (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE ff�`COURSE (VDOT TYPE SM -9,5A) PRIME COAT EXISTING MILLED ASPHALT � 27 � / / / � ON-SITE PAVEMENT / '� OFF-SITE PAVEMENT (DRIVE AISLES AND (FULL DEPTH) i / / i / / / 189.01' i j ° 15 407 SQ. FT. OR 0.3537 ACRES PARKING STALLS) / / / S 35 33'54" �` PRI3Q / V // / E 1.5" BIITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE L ATE �/� �, ( ( / / j TYp,' 56 / / / / / / % /" SURFACE COURSE (VDOTTYPE SURFACE COURSE (VDOT TYPE B. © ) ,s.%i- SM -95 A) SM 9.5A) PRIME COAT RIME CO ATRQAD 2jO`s 2.5" BITUMINOUS CONCRETE 3" BITUMINOUS CONCRETE Z'T INTERM EDIATE COURSE (PLA BASE COURSE (VDOT TYPE r VDOT TYPE IM-19.OA < / 4 2 $ " m i i 6 f�r h 9 6 �`- / r i� / N / 51 �. b h PErB .% `/ % / ! j' •'' / / i -7 ";'- -7--/-�n_ 8" AGGREGATE SUBBASE 8" AGGREGATE SUBBASE 'r')-18.-i.•'� (VDOT TYPE 1, SIZE 21A). 8 (VDOT TYPE 1, SIZE 21A). 61 cn , 1 % j ` ��_----a ' r / Y 2 / %�-�/ �\ - - - 8" COMPACTED SUBGRADE. 8" COMPACTED SUBGRADE. EI E Ta BE • ? r /"- \' 7, j f t 59 G NOTES: NDONtL) / r' f / r f' S 5, / / / v / / PARK/N ,SBL r l r �1 r % 1 SZ - 1. ON-SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. OF X 20' C�(/ Sl f; 1 f . ;' f .. / / / -, i ' % , ' r • r` / -- /- , -7J, / ' ' s \ 39' „ - /L E� � / ' ��" WATERLINE EA SUNT , "� !. ' / f - �/ 47 %' r'''''te / rY r f` / / , / `/ i t O° S6 Z8 F S36°29'24"E PERMANENT GRADING & MAINTENANCE 2• COMPACTED SUBGRADE MAY CONSIST OF IN-PLACE MATERIAL WHERE SUITABLE D.B. 1076, PG. 24 Q Ur U' / % I :. !'; ';; i. ?� j . f ✓ i �/ - �/ / / / ;% S __ _ _ 6\� 20.07' MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING BEHAVIOR u ° ° r r r / ;' j �+: , 1 EASEMENT TO BE RECORDED UNDER TEST LOADS ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH 1 1 ,�co / 3� 1Ti'_ '� :// _ pq` RrA/` ? ' i' ,f j/, / TYP IB 5rZ j / J �' / .i' 30 4,923 SQ. FT. OR 0.1130 ACRES SUITABLE MATERIALS. LOT D MON1' )r ,"~'r>s r' I Q 'y O "' �` " j,. ;r ' / ' / ' `' -- rr r 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8". COMPACT LIFTS TO 95% OF PLAT SHOWING SUBDIVISION FOR r.r� /� -- f / �r a + TAX MAP 78 PARCEL 55A4 �. "i ,1I / M i Rp��*'* i '= o,/ -, 51 f / r t - __ - MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM 1 METHOD. %!'/ \'w 4 ( / s' %'0 I THE LUXOR LLC PROPERTY AND \ `�` CO �j t l' i� ^ \ (► '' %^q r / ' / /j ' 7 ii i °� \� / , '\ F ,/ / EX: PROPERTY"UNE'TO f' '� r• � - R/W DEDICATION FOR TMP 78F -1-A / �l Q Q p' +; BEABANDO EDi PAVEMENT SECTIONS EX.50' RE4R BLOC NOT TO SCALE NORTHPANTOPSTOWNHOUSES,LLC.PRO ERN„ Q �" / '% ' ~ r'� '`�- � -��� !' .» f -.__- % �,• � 1 - D.B. 3683, PG. 570-572 (PLAT) % o h J ) / 17 2 / ' ; 3 \ �+ i 34 fr --.."" - NOW OR FORMERLY �; 11 /1 ' �+ 34 60 SE - - _ Z` e1 / �' 18 43� \ / LUXOR LLC I ttr { ! / YP:' / / %' ' / _ I D.B. 3687, PG. 302 a Q 4 /4r ' ( ( // 47 43 /tP, / '6! PARCEL ID: 07800-00-00-055At' % -r i' - %._ / ; i f / /, ` �' s0 _ _-_ _ LAYOUT DESIGN NOTES ❑ /,: ik; O //' ' t '% b' O ZONED: PDMC \` 1/C<�r; O - USE: VACANT COMMERCIAX ,/ Q r'•) ,.r � J � � , / , ' / 6S/ // ( 32 " } /:' ; / % ; , f r ' p �� j JJ �j' 18 , / , / /o 1. VDOT STD. CG -6, CURB AND GUTTER; CATCHING 508 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P-1.1. 18 / ; // = ` - _ _ % - - _, . r . / �,' / f 41 +,n /' - ; 10 / 3 f �, SECTION SEE DETAIL, SEE GRADING AND DRAINAGE � � `�� PLAN. 40. STANDARD PARKING STALL. EAS�r & EGRE S D B3 - GGEJG 112ok �- J =� 1 / I 2Q00, _ < 6 3 ` fp� 57 1111■1111111111111 Il�llllilllllll' 111111111111111111111'�i ■ i moi; %' / // / �- /�' Q / r /• 9 a '/ 2. B250, PC73-76(PCgT� 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING 50A 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION U93 120 PC.409 SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.1OFF-SITE). - SEE GRADING AND AND DRAINAGE C.62503, PG7,�-76(p0T PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS -THIS SHEET. 3. 4" CONCRETE SIDEWALK. C1� 0 9A40 30 &742. "DO NOT ENTER" SIGN. ■ j 4. SIDEWALK HANDICAP RAMP. Ca.o 10 43. TRUNCATED DOME WARNING SURFACE. _ n I �I 5. CONCRETE PATIO. 44. MENU BOARD LOOP DETECTION SYSTEM. ,N36 29 24 WN:aI I c a.o 35 /: ' %" )I ; / r 1 f;i c r' J�:�o yj �i _��' S C-4.2 / - i R2 w • � % / , / , / i ' `� � � 5, 30 ,' LOT 1-� - _- -- i_ ___ 6. 4 WIDE, WHITE PAINT STRIPE. C_a.0 00 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. I (PROPOSED) 5 II 69,611 SQ. FT. 7. 4" WIDE BLUE PAINTED STRIPE. 4 46. DRIVE-THRU ORDER POINT BOLLARD. . ;i ; i " 6 i / 8. BLUE PAINTED HANDICAP PARKING SYMBOL. C 4.0 , / j / /j / ;/• / Y , oQ /, // - i>i �/ ' r �/ I I! 1.5980 ACRES e 47. VDOT CG -2 STANDARD 6° CURB. WHERE CG -2 IS '50C / pd / / / /f�OP/0� /// oQi ci i // ,�,' / i f r , II i TAX MAP 78 _ _ Z /S 9. DRIVE THRU PAINTED GRAPHIC. SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - C-4.5 4"),�uFpcQPARCEL55A8 la.n'---�- -so:" ca.o SEE GRADING AND DRAINAGE PLAN. 10.0 / o / / 378Ej f1 / \ / <I / SMUj` C J1�11 10. STOP LINE GRAPHIC. 3 ' 0 //' C 4.0 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT CE� SA 1 ;> / / / "' i j` / / % / / ;- 11. PARKING LOT DIRECTIONAL GRAPHICS. 1 AT LUXOR / RICHMOND RD. INTERSECTION SHALL BE 65 / /f / Y LOT 1 IN ACCORDANCE TO VDOT STD. MP -2 SEE DETAIL S4N TYP. 56 / j / / 'I ; ; 1 /S / / / / /" / i ,� _ i R 00',' 12. BOLLARD AT PICK-UP WINDOW. .�` r P PLAT SHOWING SUBDIVISION FOR / / =, /j 1 j' 6�'f �rTMP 78-54A 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR 13. NOTE NOT USED. / / J / ;`� / �` •/ % ; / / / . ; " / / , I / / /' -} , ; ,i ` / j / `� " \ i MARTHA JEFFERSON HOSPITAL EAST SHALL COORDINATE WITH DOMINION VIRGINIA _ \ POWER ACCORDINGLY HEIGHT OF TRANSFORMER \ \ - ✓ / / / / �/, "� '` cr P � - 08ri I MEDICAL OFFICE BUILDINGS 14. BOLLARD WITH HAN ,CAP S.GN. 6 ) t �'/ v'(PLAT) nl ,i C4.0 VAULT 4'. �: r I ` D.B.D-B. 2503, PG. 73 76 PLAT % /rf r�" I " NOW OR FORMERLY 6 / f2 1 15. BOLLARD WITH HANDIGaP SIG VAN ACCESSIBLE'. C.40 50. PROVIDE CLEAR AREA AS INDICATED FOR QJ( / / ' /i /' /j ; // / / /•�Q, ; �00'� 1 i THE MARKET PLACE OF VIRGINIA LC TRANSFORMER. `+ D.B. 320, PG. 408 16. DRIVE-THRU AREA - SEE'%RIVE-THRU PLAN' AND 13 14 , /' ' • %/ % ' PARCEL ID: 07800-00-00-055A8 'DRIVE-THRU ISOMETRIC'. / i / , / /,' °bb, ' / , / / b-' / /' /'' / / / �'' ' // / ' / ; '+ �' ' ; / ,�' �4 51. 6' CROSSWALKS IN / ALONG PRIVATE ROADS - SEE / ZONING: PRD C/L OF EX 20' ), \ ! // r' ��8 / �/' / j d ' / ' �'` (- '/ ' �' i USE: MEDICAL OFFICE 17. REFUSE ENCLOSURE !STORAGE SHE PAVEMENT MARKING DETAILS - SHEET C-5.1. WATERLINE ESMNT '/ \ ` ) ,/ i /� TYF. / /"ji / i / /� YP. / / 0 / / , /i' / O// % t- f r /` I D, SEE l \ �) / �' d5' ' ' / ' / P �/ 38 i i - '' / / / /, r + .1 ff i M i ARCHITECTURAL PLANS. D.B. 1076, PG. 24 / : %' r , / i j r 30 \\ s ' �l �:� � �I (52. VDOT STD.CG-12 CURB RAMP (TYPE A,AMODIFIED /' ,, , , / // ' % /% �// ' / /TYP( /�!' , / % i i' / ; ,,X- I„F N f r , E 00 /; `tom C / /,1 J x /i ri '� l r Z2S'' J1 �' 1 I' / 18. LIGHT POLE AND FIXTURE. B, B MODIFIED, C, OR C MODIFIED -SEE DETAILS), 18 \ i < \-1aMODIFICATIONS TO BF INCORPORATED AS \ I,<:.�\" '' j /' ; // '''"? / ,jr'-_-- - / f t IL• \ iT J\ < � / i/' `' - " j - / /'' // 2' OO % /+/- Ei' / � .' % - (A. '~� r �+i /' 'j /r/ r NECESSARY TO FACILITATE PROPOSED GRADES - SEE 19. CONCRETE RAMP TO STORAGE SHED. GRADING ANDDRAINAGE PLAN. ORp1N E�1 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. 25 ZO SEM G. C-4.2 53. PRE SELL MENU BOARD -SEE SIGNAGE PLANS OR P F V 2 0 ) DETAILS. 21. CONCRETE PAVING AT DRIVE: THRU. W C4.2 �r \ 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR 54. PROPOSED BUILDING, SEE ARCHITECTURAL PLANS. j-_ / % / / '�%_: i' I I +y / `'��. I�I \ DETAILS. 55. ALUMINUM HANDRAIL, SEE DETAIL. 26 + + {\ ++ i r I J i} {� // . f nk._-. o : ' / 23. NOTE NOT USED. L --\` - 'i I '` ? � . � -' ;�? - , i („�_ _ �.') ) �� -- -� �' `` � •-' 56. PROPOSED LANDSCAPE -SEE LANDSCAPE PLAN. o� or....._ . \;� t - . , -� � 111 29 2� ',i�, a, 2 � `� ��'' :- .; r ( ;% 'r �q � :.,,____ -% .�. _ _ �`_ '._,_ ) %/� / \ 24 MENU BOARDS AT ORDERING STATIONS (TOP OF �r t I k- •>. •* r = r :r ( 57. PROPOSED SITE UTILITY (WATER, SANITARY SEWER, f c h c• s. -.. ? >' �r;Y , meq' MENU BOARD IS 4'-10') - SEE SIGNAGE PLANS FOR ( 1, \ � " z�- ,, ' ` \ 5 n� � � _ • (. ' �`> ` % GAS, TELECOMM, AND/OR ELECTRICITY -SEE SITE _ 43 4 �'a ; t } -r •h?. -��}?0 (j. V�y' l w ti DETAILS. / ) �� \/ r !`F 21' .. x'r r t A ,Q0, J :t; I Q ai \ UTILITY PLAN. �' \ (�+ 1'� ✓- +a o 25. FREE-STANDING MAIN ID SIGN, SEE SIGNAGE PLANS EKVAR.�VT .1GCESS r ; / 1 __ 55 15 o G4 P., "�� '" ,-1)" '` f I 1 : "` �58. PROPOSED STORM SEWER -SEE GRADING AND I, EASE cNT -% i I _ FOR DETAILS. ^' i J DRAINAGE PLAN. D.B. 3683, v. 'Jr'0--572 \ 26 ( �'�._ I ��4 5u EX. PROP TY LINE TO - BE ABANDONED, 15' 26. APPROXIMATE LOCATION OF CONTRACTION JOINT - 62 --- �y " a ' • �) 61 ) ' \ 59. PROPOSED SEGMENTED RETAINING WALL (TYPICAL ',r VEPCO.Er EMENTTO OR DOWELED CONSTRUCTION JOINT -SEE FF -543.25 1:+u ( ( t ' NiV ` ,,a• �� r ( } APPLICABLE DETAIL. OF 2 -SEE RETAINING WALL PLANS. RE 551 t5j54 6 1 ; • i / 60. STOP BAR AND STOP SIGN AT NEW PARKING LOT 41 \ 27. VDOT STD. CG 9A ENTRANCE GUTTER WITH FLARRED 50F �,. I) '`' ` It N,I J = -' C-4.5 ENTRANCE TO ADJACENT MARTHA JEFFERSON ` \ \� \r rrr u` ' C',1 1 J o I �/" OPENING AT EXISTING PUMP STATION ACCESS DRIVE EX OIL OF 20' \ 30 i \ �� 1j \ r I {.'' -` ~-- SEE DETAIL. HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS WATERLINE ECM24 �� \ t- � 53 B U I LD f N G A 12 _, ,,,-; << D.B. 1076, PG 24 \ / ' /, '' 1. - ON SHEET C-4.0. 4 835 GSF '' 'F + 41 - ( 28. LANES MERGE SIGN SEE SIGNAGE PLANS FOR _ ff I t I'` 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND I-- - DETAILS. '. - C"/ i I \ ROAD, AND / OR PANTOPS ROAD - SEE PLAN SHEETS 30 Y _ �\ \ 02 ; 116 SEATS 22 36 _. / I \ \1 ' 65 PARKS ___.-, `� 1'� ' _,� y CS.OANDC5.1. . 1 / jL_.,�_;% 29. FLAGPOLE -SEE SIGNAGEPLANS. 'LJ A 19 STACKS ) m' i -` / - 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & 62. CANOPY AT ORDER POINTS AND AT PICK-UP 1AE"a; +`� , ' ----- _ _ WINDOW - SEE CANOPY PLANS / BUILDING PLANS / \\'raj. \ ��_ ;%' -- - _-- GUTTER -SEE GRADING AND DRAINAGE PLAN. '" 2� 1 yr,:.;0 I �' STRUCTURAL PLANS FOR DETAILS, - r 31. PATIO SEATING - SEE ARCHITECTURAL PLANS. e`�'.�-, r`c' iii."J � +':_ L_.;__, - ` ,:.- „,•, j' 1 ti ;''� 1\ / � t!, � ( \ j � ) r_,' -� ! .. ,;;;)l �-� \ \.,._ z � !� 63. REGULATORY AND/OR WARNING SIGNAGE TO BE T.B.M. -' . ` �^ �� 1 INSTALLED ALONG PANTOPS ROAD LUXOR ROAD CHISELED' - •r; \ O ! ,• _ O�� r a: i + / y f 61 I h I 32, DIRECTIONAL SIGNS AT ENTRANCES -SEE SIGNAGE e 26 �. �_--�- t �, .:a ;. .. •r- � :'� I ! Ir PLANS FOR DETAILS AND/OR RICHMOND ROAD SEE PLAN SHEETS C-5.0, TMP 78-55D \ � ELEV.=533.63 \ zP RT C-5.1 SEE C -TA FOR TEMPORARY TRAFFIC CONTROLS. PLAT SHOWING SUBDIVISION FOR NAVD 88 c -i z , \ 1 ? % p 62' '' r 0 _ j '• }z ----- 33. 'TWO ORDER LANES' SIGN AT DRIVE-THRU ENTRANCE TAX MAP 78 PARCEL 55A4 " ! �'• - 5' r= O 1 •• r;y `--- -- __ 64. PROPOSED TRAFFIC SIGNALS AND ASSOCIATED THE LUXOR, LLC PROPERTY AND - SEE SIGNAGE S FOR DETAILS. � :.. t`' - { - i. .. ; ' y"V s•t' +, - �� };W �•;� O GE PLAN � :. / !' � :L6 ': �: ;f' �`�; ti_ �''. 46 �>._-.� f ' -I ---1-''�-=-'s.-- ':. 'L- ' �, ? "�/ J, of 61 �'��-. � 6•, �'. - APPURTENANCES -SEE TRAFFIC SIGNALIZATION R W DEDICATION FOR TMP 78F -1-A 0 tir o / -/ 1 (t ,'` :- (`+fit ' �L 34. STOP SIGN - NORTH PLANS (C T.1 THRU C T.3). NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY , �� ` ' i f-� - 1 N = ,s O 68 s `T Cys �. C 4.0 D.B. 3683, PG. 570-572 (PLAT) ❑ r 5 //A( 7�y F '') i I .=-;r ti�'t 'd t ,:1%f' 1 ' �.',?,..' I T.B.M. E,d 24' INGRESS g 34 Y EGRESS 65. #57 SMOOTH RIVER ROCK OR APPROVED EQUAL .-.'� � '�.. �+6 ; t''I' ��ti1�� D.B EASEME>tiT 35. DRIVE-THRU ORDER POINT ISLAND CURB. ( } NOW OR FORMERLY / " / \ ! Z« I' �' 3 r "' ' , • . T TOP OF CURB 3120, PG. 408 C 4.2 'J �" " 4 s< 15' Ct 'TEL EASE ..'. T> = pB 2 SET ON NON WOVEN GEOTEXTILE FABRIC -INSTALL wif -r ,�_` _.._: J� ',, { rl, ELEV.-53353 503, PG LUXOR OFFICE PARK LLC / / //S ( �`_ - - u ?i _�, dT'.+ q - r r� I 7j-76(PL4T 36. CONCRETE -FILLED PIPE BOLLARD - USE'BOLLARD AT TO LIMITS INDICATED AS REQUIRED BETWEEN \ ° l)r� I - D.B. 113. PG, 10J l ` / v PICK-UP WINDOW' DETAIL. SIDEWALK RAMP AND BUILDING FACADE. D.B. 3833, PG. 022 � !,A Sty �'.;_+ -�-fJ +, ��'l t : �' o -�� sj ' , +�'! .�'>?-- (SH.!?B. ;t'!, PG. 1 4 , 1. � t xNAVD 88 20 PARCEL ID: 07800-00-00-055D0 `� O - +) + + - - " r > 0S 1 f3 • PG. 46 _ e ZONING: PDMC / / \r' 1 �r„ _, • _ �•'+?' _ ._.�% 1 •. ;,�; . ;- h4F_Nr- 37. DRIVE-THRU DIRECTIONAL GRAPHICS. 32 66. CURB WIPE DOWN +5.5' SEE GRADING AND USE: OFFICE BUILDING / ! 5 / \ \ _ _� - n_ 28 �` 'Y '' r EX. A,C.S.A. SANS' 69 (- ) / C.5 A ��\ m i f �'' r I *t p F / (+ 2 - r .% v 1 30' FRONT g EX.20' p.8. t0og pG, 1 C 4.2 DRAINAGE PLAN. EX.20 A'�ENT \ "'_` -� � , ;��_. _ wl `/ ,. ---- LOG -SBC PG. 143 (PLAT) �-_ -----. 5E �\ �''- \ i o i \ �--_ �`�� un , , !,., _` D.B. 1590, J_ 38. ON-SITE PAVEMENT SECTION -SEE TYPICAL SAN SyyR• FA P .709 / CIL OF EX. 17' M. TELE.: , �j l i,, 36 r ; ( 7 T1 li' ' --.- PAVEMENT SECTIONS - THIS SHEET. 67, APPROX. LIMITS OF ASPHALT OVERLAY - SEE 1815' -� ` & TGPH. Co. EsMt: % _. N 62 \ 57 EK 15' CENTRA. " TE CO. EASEMENT X ' . �" ?' r ` - GRADING AND AND DRAINAGE PLAN, SEE TYPICAL D.B. 5+0, PG. 29t- 1J \I TL -3U- - i r - - _ _ D.B. 1135, P6r�60 & 66 68 0 - T T T - - -_- / m ``j __� �S __ PAVEMENT SECTION -THIS SHEET. V� T - PIN�SJ_ N 41°15' " / r141.25.� PSN(} N33° `' „ T �' �� _ = ='� = _ - / 68. VDOT STD. CG 3 (4" CURB) -SEE DETAIL. -W _ _ _ h SEE SHEET C-2.1 FOR TYPICAL SECTIONS A -A, 50E CIL VA. 132.86` 'X.15 CEN r �,! 1 J_:___ - _ ` _..- -- - _'�- s _. �_ __�_ i \ �.__�_____ __ _ _ --� B -B, AND C C. SEE SHEET C 2.1 FOR PLAN 69. VDOT STD. CG -7 4" CURB & GUTTER - SEE DETAIL. C-4.5 _ .B. 113 , .ram• .c3 �c,.•' ( } TELE. & IG', ASML 1 98, I _ - S _ ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT 16.513' - H. F. �p SME}�^Y� -" 70. 6' CROSSWALK WITHIN VDOT R/W (AT LUXOR RD. / l D.B. 47 - -- AT PROPOSED CHICK FIL-A PARKING LOT i 15 '5 EX.10, F ENTRANCES. 64p _ _- ROh'T p --- RICHMOND RD. INTERSECTION) SEE PAVEMENT 1 �N321 5� n _ -.,3„ 1 °4032" ?RK/NG SBL MARKING DETAILS - SHT. C-5.1. 41 41 5.241 22 0$ W W SEE SHEETS C -T.1 THRU C T.3 FOR TRAFFIC 57 _ 69 Ln SIGNAL DESIGN. SIGNS J - \ , -r .� rn (�C Z32,$5' -A=NS CONFORM TO THE MANUAL ON _ -- -- l i S �' ` - E�.�AR.IyIDTH CENTEL '����C ' -' - r- _ _ _ - 64 Ln N UNIFORM TRAFFIC CONTROL DEVICES' LATEST 3 _ _ ALL MEASUREMENTS ARE TO FACE OF CURB � / � =LJ � �'•�>� -� �- - N / UNLESS OTHERWISE SPECIFIED. EDITION PUBLISHED BY THE U.S. DEPARTMENT OF _ ___- w r EASEMENT (1D07 PROJECT: / __r, I _ PE BSO J` x_ _ - 63 - p _ 0250-002-105, RW -201) !_ - -�✓ 52 ~ `� - `� J `r' TRANSPORTATION. - . ---- --- 1, 20 10 0 20 40 �PE B 52 Scale in Feet 1 inch = 20 ft. -- r-- 30 __ MOCT 30 30 - D<j 64 ---- 43 61 - EF7 30 A 30 -"� 0 30 41 RICHMOND ROAD -STATE ROUTE 250 3 C� ss 43 - 30 q(VARIABLE WIDTH PUBLIC R/W) 48 70 � (VDOT B 1P30JECT: 0250 -QO2 -105, RW -201) 61 j, 70f 3--- yPG. 109, D.B. 1136, PG. 353) Ln 4g i --- _ w __ 61 �� 61 ,s (S.H.P.B, XI, PG. 1�4)- -- - fi4r�ii I� U o 0 e %4 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By 0 Mark Date By ZL - Mark Date By �p,LTH 0P a C) .JAMES M. DUNN Z Lic. No. 41830 Y�o��� 01.30.2015 �SSIONAL .�Cs • N /� • Q� _ 6i.00 (� 00 O rn jM 00 N ' O S C14 O >XQ. 1..1 C7 w w T Q 06 � uz cn w m �w N, • wuar- (1D MUS 1- O Uj Ln L_ m a L Lf) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE LAYOUT PLAN DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. : 22100 Store :03187 Date :01./301/15 Drawn By : H&D Checked By: H&D Sheet a t NOTE_ OFF-SITE PAVING SECTION NOW OR FORMERLY VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE O \ 20' A.C.S.A. WATER LINE NORTH PANTOPS TOWNHOUSES, LLC ENTRANCE CORRIDOR SHALL BE ELIMINATED. D.B. 3683, PG. 560 EASEMENT TO BE RECORDED \ r/� D.B. 2997, PG. PG. 643-651(PLAT) - NOW OR FORMERLY / PROPERTY ACQUIRED FROM LOT 1 TO D.B. 3683, 78G. O-0-572(PLAT) WESTMINISTER-CANTERBURY OF THE BLUE RIDGE ! i CREATE LOT 1-A & 1-B AREA= 19,102 PARCEL ID: 078FN SPACE D.B. 1502, PG. 503 / SQ. FT. OR 0.439 ACRES • USE: OPEN SPACE i ZONED: R-6 D.B. 1594, PG. 87 (PLAT) �q ,91 PARCEL ID ONED 07800-00-00-055A6 D 0-055A6 0�2308 VAR. WIDTH NON-EXCLUSIVE ACCESS EASE MENTTO BE RECORDED (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) PRIME COAT EXISTING MILLED ASPHALT ON-SITE PAVEMENT OFF-SITE PAVEMENT 27 (DRIVE AISLES AND j / (FULL DEPTH) 215.407 SQ. FT. OR 0.3537 ACRES PARKING STALLS) S35-33 '54" E, 1.5" BITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE t OpcRls/E Ra30 �2 �l ,< _1.x•' , oQ _ / //•O_ , 4 2 0/'/2 „E i '1 r'j � i/ /j L' // /2 �/i -/7- /j. / % / /; ,r`' -i' ' //-- i ,./ /% /�/r j ,-�/ /i_ �� /\ /' / � / / / ; : //i / i% ,// // ,'/ /j/ /' SURFACE CO URSE (VD OTTYPE SURFACE CO URSE (VDOT T YPE56 VV) ///j� /i// SM-9.SA) SM -9.5A) rta RIME COAT41 RIME COAT 2.5"BITUMINOUS CONCRETE 3" BITUMINOUS CONCRETE0•Q, 36 ,93, ' / J2 (perT INTERMEDIATE COURSE BASE COURSE (VDOT TYPE l`r� \ - \ ' S4,V <� Oo-1 +�•/ 'f , . f,'5 Nco_ - �`•` ,. (VDOT TYPE IM-19.OA B 991 AGGREGATE SUBBASE M8 " AGGREGATE GREGATE SUBBASE � -r51 VDOT TYPE 1, SIZE 21A (VDOT TYPE 1, SIZE 21A)., 8" COMPACTED SUBGRADE. 8" COMPACTED SUBGRADE. EX61 3d 2 #�ROPF 30 BE ~ ~ Sq - " - - - EX.20' REAR PAR/UNG NOTES: ""AB N(DON DS 1. ON-SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CIL OF EX 20 / qii/ f r` . /` j / r F j �_ "1 Y`, Z8 2. COMPACTED SUBGRADE MAY CONSIST OF IN-PLACE MATERIAL WHERE SUITABLE / ._ J ; 47 T` / J` / j O° S6 F S36°29'24"E PERMANENT GRADING &MAINTENANCE WATERIJNE EA SUNT l I ,, I # ,/ 3 / rr ,�/ y1 / �: �� 20.07' MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING BEHAVIOR D.B. lo7s, Pc. 24 ,� 2: , , f r , , / ,' , EASEMENT TO BE RECORDED / 3 .i u , r,6 • 41; " r' j .i� 30 a j P�'i� � ` ' ` ,� � � /' �, r /' j` /% ,,TMp B 4 , , /, / , �, � UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH 63 �` �, "' 4,923 SQ. FT. OR 0.1130 ACRES SUITABLE MATERIALS. LOT D 111 M PLAT SHOWING SUBDIVISION FOR / O"y ^ _ 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8", COMPACT LIFTS TO 95% OF TAX MAP 78 PARCEL 55A4 MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM 1 METHOD. THE LUXOR, LLC PROPERTY AND I II �/' /� o^y / Q / /' " ` / ' / j EX' PROPERTy'IINE•TO ^-- ' - - - R/W DEDICATION FOR TMP78F-1-A �1 Q ®Q %� ;1 \� R�/ /y \ r BEABANDO EDj - ; PAVEMENT SECTIONS \ / /,, rt b - - RE4R NOT TO SCALE NORTH PANTOPS TOWNHOUSES, LLC. PRO ERTY ' Q --� � / " ' 17 t , ' ' "'"��;+' . - ` �•' � 0• .. """"'"- '�..�,:�,j / �� or �' �' - - BLDG SEL D.B. 3683, PG. 570-572 (PLAT) /(.�, \ o ^�)/ �" 2 / / 3+�� 34� 43 ; R3 60 ~ - - NOW OR FORMERLY - _ / ,�. aco/�' / 18 / 3 43 r LUXOR LLCit ' / /i , i ; (+ - D.B. 3687, PG. 302 // / 'Q a i,% ' I " /i !' 43 / &c4" t k' , rf S PARCEL ID: 07800-00-00-055A �/ �^ / / ' 47 t: // `y / - - �' _ LAYOUT DESIGN NOTES ❑ ZONED: PDMC O M` / ' \\ \ y'r /;/ ; t/ ' 1 USE: VACANT COMMERCIAC�` •, ` a- � / / � l/!� '' �j� /, /j/ r �}, _ - - 18 - - 1 _❑ � - ' ' i r � ;, /, /� / "� >, r 41 � 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 50g 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P-1.1. 3 ./ / A" // j .�,q{r. SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 __ ` -/ ,' / 1 _ ��.,• ` J ` t / 24' /NGRESS EGRESS PLAN. 40. STANDARD PARKING STALL. J r •'+ EX,30' INGRESS & O,B3120, PG.40B EASEMENT Q Q / ry / c ; r r / / /'Y ODS \ �1 - - - 11 �' _ j,�O�j J J J/ /r /. .✓. 9 �S '-CRESS \' M CESS v- i 1"' J'- J %/; / / .��r,/% 1•" � Tr},�) PG G. 20 ti I 10,00,G. / X1/1 11111111111 11 I�IIIIi1111111i CURVE TABLE IIIIIIIIIIIIIIIIIIHI'�il NO. RADIUS LENGTH DELTA TANGENT CHORD BEARING CHORD C1 202.00' 35.43' 10°03'02" 17.76' S 64°14'20" W 35.39' C2 198.00' 53.51' 15`29'00" 26.92' S 61°31'21" W 53.34' C3 30.00' 27.94' 53"21'49" 15.08' S 80°11'37" W 26.94' C4 130.00' 36.30' 69°19'53" 120.75' S 18°50'46" W 34.13' C5 250.00' 73.06' 16°44'43" 36.79' N 67°13'01" E 72.81' C6 175.00' 41.28' 13°30'56" 20.74' N 68°49'54" E 41.19' C7 70.00' 80.27' 65°42'18" 45.20' N 29`13'17" E 75.95' (OVERLAY MILLED PAVEMENT) 1.5" BITUMINOUS CONCRETE SURFACE COURSE (VDOT TYPE SM -9.5A) PRIME COAT EXISTING MILLED ASPHALT ON-SITE PAVEMENT OFF-SITE PAVEMENT 27 (DRIVE AISLES AND j / (FULL DEPTH) 215.407 SQ. FT. OR 0.3537 ACRES PARKING STALLS) S35-33 '54" E, 1.5" BITUMINOUS CONCRETE 2" BITUMINOUS CONCRETE t OpcRls/E Ra30 �2 �l ,< _1.x•' , oQ _ / //•O_ , 4 2 0/'/2 „E i '1 r'j � i/ /j L' // /2 �/i -/7- /j. / % / /; ,r`' -i' ' //-- i ,./ /% /�/r j ,-�/ /i_ �� /\ /' / � / / / ; : //i / i% ,// // ,'/ /j/ /' SURFACE CO URSE (VD OTTYPE SURFACE CO URSE (VDOT T YPE56 VV) ///j� /i// SM-9.SA) SM -9.5A) rta RIME COAT41 RIME COAT 2.5"BITUMINOUS CONCRETE 3" BITUMINOUS CONCRETE0•Q, 36 ,93, ' / J2 (perT INTERMEDIATE COURSE BASE COURSE (VDOT TYPE l`r� \ - \ ' S4,V <� Oo-1 +�•/ 'f , . f,'5 Nco_ - �`•` ,. (VDOT TYPE IM-19.OA B 991 AGGREGATE SUBBASE M8 " AGGREGATE GREGATE SUBBASE � -r51 VDOT TYPE 1, SIZE 21A (VDOT TYPE 1, SIZE 21A)., 8" COMPACTED SUBGRADE. 8" COMPACTED SUBGRADE. EX61 3d 2 #�ROPF 30 BE ~ ~ Sq - " - - - EX.20' REAR PAR/UNG NOTES: ""AB N(DON DS 1. ON-SITE PAVEMENT SECTION PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CIL OF EX 20 / qii/ f r` . /` j / r F j �_ "1 Y`, Z8 2. COMPACTED SUBGRADE MAY CONSIST OF IN-PLACE MATERIAL WHERE SUITABLE / ._ J ; 47 T` / J` / j O° S6 F S36°29'24"E PERMANENT GRADING &MAINTENANCE WATERIJNE EA SUNT l I ,, I # ,/ 3 / rr ,�/ y1 / �: �� 20.07' MATERIAL OCCURS. WHERE UNSUITABLE MATERIALS (SPONGY OR "PUMPING BEHAVIOR D.B. lo7s, Pc. 24 ,� 2: , , f r , , / ,' , EASEMENT TO BE RECORDED / 3 .i u , r,6 • 41; " r' j .i� 30 a j P�'i� � ` ' ` ,� � � /' �, r /' j` /% ,,TMp B 4 , , /, / , �, � UNDER TEST LOADS) ARE ENCOUNTERED, IT SHALL BE REMOVED AND BACKFILLED WITH 63 �` �, "' 4,923 SQ. FT. OR 0.1130 ACRES SUITABLE MATERIALS. LOT D 111 M PLAT SHOWING SUBDIVISION FOR / O"y ^ _ 3. STONE SHALL BE PLACED IN LIFTS NOT TO EXCEED 8", COMPACT LIFTS TO 95% OF TAX MAP 78 PARCEL 55A4 MAXIMUM THEORETICAL DENSITY DETERMINED IN ACCORDANCE TO VTM 1 METHOD. THE LUXOR, LLC PROPERTY AND I II �/' /� o^y / Q / /' " ` / ' / j EX' PROPERTy'IINE•TO ^-- ' - - - R/W DEDICATION FOR TMP78F-1-A �1 Q ®Q %� ;1 \� R�/ /y \ r BEABANDO EDj - ; PAVEMENT SECTIONS \ / /,, rt b - - RE4R NOT TO SCALE NORTH PANTOPS TOWNHOUSES, LLC. PRO ERTY ' Q --� � / " ' 17 t , ' ' "'"��;+' . - ` �•' � 0• .. """"'"- '�..�,:�,j / �� or �' �' - - BLDG SEL D.B. 3683, PG. 570-572 (PLAT) /(.�, \ o ^�)/ �" 2 / / 3+�� 34� 43 ; R3 60 ~ - - NOW OR FORMERLY - _ / ,�. aco/�' / 18 / 3 43 r LUXOR LLCit ' / /i , i ; (+ - D.B. 3687, PG. 302 // / 'Q a i,% ' I " /i !' 43 / &c4" t k' , rf S PARCEL ID: 07800-00-00-055A �/ �^ / / ' 47 t: // `y / - - �' _ LAYOUT DESIGN NOTES ❑ ZONED: PDMC O M` / ' \\ \ y'r /;/ ; t/ ' 1 USE: VACANT COMMERCIAC�` •, ` a- � / / � l/!� '' �j� /, /j/ r �}, _ - - 18 - - 1 _❑ � - ' ' i r � ;, /, /� / "� >, r 41 � 1. VDOT STD. CG -6, CURB AND GUTTER, CATCHING 50g 39. GREASE TRAP, SEE SHEETS PS -1.0 AND P-1.1. 3 ./ / A" // j .�,q{r. SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C-4.5 __ ` -/ ,' / 1 _ ��.,• ` J ` t / 24' /NGRESS EGRESS PLAN. 40. STANDARD PARKING STALL. J r •'+ EX,30' INGRESS & O,B3120, PG.40B EASEMENT Q Q / ry / c ; r r / / /'Y ODS \ �1 - - - 11 �' _ j,�O�j J J J/ /r /. .✓. 9 �S '-CRESS \' M CESS v- i 1"' J'- J %/; / / .��r,/% 1•" � Tr},�) PG G. 20 ti I 10,00,G. / X1/1 11111111111 11 I�IIIIi1111111i IIIIIIIIIIIIIIIIIIHI'�il D.B2503, PC.7J-76(P(AT� 2. VDOT STD. CG -6R, CURB AND GUTTER, SPILLING SOA 41. APPROX. LIMITS OF FULL -DEPTH PAVEMENT SECTION 3120 PC. 409 SECTION - SEE DETAIL, SEE GRADING AND DRAINAGE C 4,5 (OFF-SITE). - SEE GRADING AND AND DRAINAGE 062503, P07J_76(PUT _ PLAN. PLAN, SEE TYPICAL PAVEMENT SECTIONS -THIS SHEET. �`_- 3. 4" CONCRETE SIDEWALK. :51 / 30 { I @,10 6 7 42. "DO NOT ENTER SIGN. 4. SIDEWALK HANDICAP RAMP. C�'0 `V I I '�jY �; ( , / /✓/ .' �, /' Rt� / / /, / /' _ / /1 i' / / ' i' ' , / '' � / �! ;.i,/ / ce` a,,�" 1 �f ylt t / /j / / yi� r ; `: j /I � y �N, )�t , + IJ C1-41.0 10 43. TRUNCATEDDOMEWARNINGSURFACE. G40 11W 5. CONCRETE PATIO,\{ ,36 29'24 44. MENU BOARD LOOP DETECTION SYSTEM. 35 ' \ x / / // /: // •/ _ I i i i, 1 t'3 k ry' �Q y tt ==r� 6 „ WIDE, 5 C 4.2 l / % ' „ i / , / / /• / o/ i j /' R25,Q01. 30 it I LOT 1- --_�� 4 E, WHITE STRIPE. C-4.0 i I PROPOSED -i= ` 5 45. CLEARANCE BAR SEE SIGNAGE PLAN FOR DETAILS. IV ; 7. 4" WIDE, BLUE PAINTED STRIPE. 11169,611 SQ. FT. C 4'0 4 46. DRIVE ORDER POINT BOLLARD. 33 66' rrj� Y j 8. BLUE PAINTED HANDICAP PARKIN 4. C4.2 1.5980 ACRES G SYMBOL. C o OPk / o , / 4/ % % / / / ! % / % J r / it I TAX MAP 78 2 47. VDOT CG 2 STANDARD 6" CURB. WHERE CG 2 IS K5_0C / / / . ) j l _�- -- - 9. DRIVE THRU' PAINTED GRAPHIC. SPECIFIED ALONG SIDEWALKS, HEIGHT MAY VARY - G4.5 r"VEPC4 1 { r. � C-4.0 r�� ., Ex,p ,{ . i PARCEL 55A8 (i4.n - o.. : /" // / / 37$" RES // / / l SFr}r / , �1 1 / 3 SEE GRADING AND DRAINAGE PLAN. L,y,�� --/ 10. STOP LINE GRAPHIC. 100p ; / o // t \� PG 2B f 48. TREATMENT OF CONNECTION TO EXISTING ASPHALT R70,00' I / e // ( / � ,'cq u• z� J ,�' /,� ` ; t r�.B.178T,' j r/ ' aj_ \ C-4.0 1 - >y� - ;, j*' , j ° I 11. PARKING LOT DIRECTIONAL GRAPHICS. ; /5A " / / / f /' AT LUXOR RICHMOND RD. INTERSECTION SHALL BE 65 J///R r 12 f LOT 1 2O IN ACCORDANCE TO VDOT STD. MP -2 (SEE DETAIL). 00', j , PLAT SHOWING SUBDIVISION FOR . BOLLARD AT PICK UP WINDOW, �U`' C-4.1 TMP 78-54A 49. ELECTRIC POWER TRANSFORMER (CONTRACTOR MARTHA JEFFERSON HOSPITAL EAST 13. NOTE NOT USED. SHALL COORDINATE WITH DOMINION VIRGINIA r.._r // �I \ \ / // /; / r/'// /, " }' /,. j / / /, cr p / g = gj / /�/ /,' j / / ,' y,.�. �7i/ /_-��a / � r w'J (/ r r i � •`�II D.B. 2503, PG. 73-76 (PLAT) VAULT = 4'. MEDICAL OFFICE BUILDINGS 14. BOLLARD WITH HANDICAP SGN.6 POWER ACCORDINGLY) *HEIGHT OF TRANSFORMER / NOW OR FORMERLY 15. BOLLARD WITH HANDICEaP SIGN'VAN ACCESSIBLE'. 6 PL THE MARKET PLACE OF VIRGINIA LC C 4.0 50. PROVIDE CLEAR AREA AS INDICATED FOR r 1 D.B. 320, PG. 408 16. DRIVE-THRU AREA - SEE'i: RIVE-THRU PLAN' AND 13 14 TRANSFORMER. INV\ fJ ,�' , /; / / / / /;. i / / / ' / /. r / r / r PARCEL ID: 07800-00-00-055A8 C 4.1 C 4.1 51. 6' CROSSWALKS ', ZONING: PRD 'DRIVE-THRU ISOMETRIC'. •"- i "`-' R3:bOv / � / IN /ALONG PRIVATE ROADS SEE CIL OF EX20' , , . PAVEMENT MARKING DETAILS -SHEET C-5.1. `P . USE: MEDICAL OFFICE 17. REFUSE ENLSU, STORAGE SHED, SEEWATERLINE ESMNr ARCHITECTURAL PLANS. 107E, PG. 24 30 52. VDOTSTD. CG -12 CURB RAMP (TYPE A, A MODIFIED 18. LIGHT POLE AND FIXTURE. B, B MODIFIED, C, OR C MODIFIED - SEE DETAILS), (18 14 MODIFICATIONS TO BE INCORPORATED AS \'• \ /, `b`� r - `6 '' / / / ``�' / - 5(t ;C .. ; °-' - / r 1, - 19. CONCRETE RAMP TO STORAGE SHED, NECESSARY TO FACILITATE PROPOSED GRADES - SEE , � 1 . k � i J / � ;• � / � /'/ 'Oo � // d.• �"" _ - -a - .-, � J },' // � 1 �, \ GRADING AND DRAINAGE PLAN. 20. CONCRETE APPROACH SLAB AT REFUSE ENCLOSURE. C4.2 53. PRE -SELL MENU BOARD - SEE SIGNAGE PLANS FOR Y 21, CONCRETE PAVIG 2DETAILS. AT DRIVE THRU9.O16(P1 __ + / �_ ..:_g $ j' . gr' T0. - I T I • i. I! /% I ^(p \ \ 22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR 54. PROPOSED BUILDING SEE ARCHITECTURAL PLANS, DETAILS. 26 55. ALUMINUM HANDRAIL, SEE DETAIL. 23. NOTE NOT USED, •�_� ,I 56. PROPOSED LANDSCAPE -SEE LANDSCAPE PLAN. H» 3 I • / ;,.. • ,t- <�.. - , � 24. MENU BOARDS AT ORDERING STATIONS TOP OF : MENU BOARD IS 4 10") -SEE SIGNAGE PLANS FOR ( � 57. PROPOSED SITE UTILITY WATER, SANITARY SEWER, GAS, TELECOMM, AND/OR ELECTRICITY SEE SITE DETAILS. / ) - ' 43 4 -"s' �, �) 000 // ,T \ UTILITY PLAN. F`J'F ; - ... 21 CD / ' 7 t I m ¢i _ _ �" Is 55 N. A..f� y' �� X00 14 O,, r 25. FREE-STANDING MAIN ID SIGN, SEE SIGNAGE PLANS Ea' PAR. MOT , ?CCESS t� ' �. / - 55 15 O Fr.�?Y �,, J } i'r fJ } \- - _ \ \ ( - - ,'�,� � � 6rj �'' ' - _ , , , � `r / � ` � FOR DETAILS. 58. PROPOSED STORM SEWER -SEE GRADING AND EASEA hJT._� \ t 26.4 .1�'. EX. PROP TY LINE TO \ F DRAINAGE PLAN. D.B. s - ;!,v" i / BE ABANDONED, 15' 26. APPROXIMATE LOCATION OF CONTRACTION JOINT �� '. `` �R•l1Q �t ' J ", 62 - w �' % 61 I ' \ 59. PROPOSED SEGMENTED RETAINING WALL TYPICAL \ \ . ❑ u i VEPCO.E� EMENTTO OR DOWELED CONSTRUCTION JOINT SEE Li FF=543.25 \ _w6 OF 2 -SEE RETAINING WALL PLANS. +) - - - - - - , TYP, c' ;�` `�� _I A 7 m REMAIN. ) n ' ,\. .1 + r 546* APPLICABLE DETAIL. 41 �\ \ , '\ ;r- �. ; I 55 -� "{ h ' ? %' 1 `�- 27. VDOT STD CG 9A ENTRANCE GUTTER WITH FLARRED SOF 60• STOP BAR AND STOP SIGN AT NEW PARKING LOT C - ENTRANCE TO ADJACENT MARTHA JEFFERSON OPENING AT EXISTING PUMP STATION ACCESS DRIVE 4.5 EX. L OF 20' =-130 / t• \ /.. 7 ',- I. ) T SEE DETAIL. 1:' ` HOSPITAL EAST PROPERTY. SEE APPLICABLE DETAILS wATERUNE ESMNT �� �\ \ \ � F- --rt _. _ `\ ; j ,\ , y. .... �:� 5 3 � BUILDING A __ . _d � _�- ,� , , ; ' �. ,------,, '� � -_ -- }� 1 1: ON SHEET C-4.0. D.B. 1076, PG 24 \ \ 4,835 GS F '1' "�' I 41 II 28. LANES MERGE SIGN - SEE SIGNAGE PLANS FOR \ \ _ f i j DETAILS. 61. PAVEMENT MARKINGS IN LUXOR ROAD, RICHMOND 4- -_ - - l 3i IJ \ / " 116 SEATS E' �/ r X I ROAD, AND OR PANTOPS ROAD SEE PLAN SHEETS -- 1 "tel 6 ' 29. FLAG POLE - SEE SIGNAGE PLANS. 30 \ \\,tio? ; N, ; `; + 65 PARKS 22 36 C-5.0ANDC5.1. Agym. I - _ -/ r '`w, -' ' 62. CANOPY AT ORDER POINTS AND AT PICK-UP 19 STACKSL, - � t� � - -i"' � • i/ ` �) � p � '--`�'-=- 30. CONNECT TO EXISTING SIDEWALK, CURB OR CURB & \ J, ! ` rwr.E �.� - �,. / I - WINDOW -SEE CANOPY PLANS BU \ -( GUTTER -SEE GRADING AND DRAINAGE PLAN. / BUILDING PLANS j STRUCTURAL PLANS FOR DETAILS. / / ` \ i' r /' ` • is _ - j''" > r� \ ' 31. PATIO SEATING - SEE ARCHITECTURAL PLANS. i ! 63, REGULATORY AND/OR WARNING SIGNAGE / TO BE T.B. - O • C _ , Oi 6 r" +- .' ' I1 32, DIRECTIONAL SIGNS AT ENTRANCES - SEE SIGNAGE INSTALLED ALONG PANTOPS ROAD, LUXOR ROAD CHISELED ❑ ; / \ 26- i 61 ` �fi � \ � .. -'` `R� � ,:. --• �.�, - t � J..�.:.;;c-;;� ..; X.. _ k. .r �`;� ` �� :_ ,.., ! �\ t, PLANS FOR DETAILS. AND/OR RICHMOND ROAD -SEE PIAN SHEETS C-5.0, TMP 78-S5D ELEV.=' \ sP - - r , .. \ z� a ��.'.. .::4 p. ` :, ) .. i.. (,c (�;; - :;� C-5.1 SEE C -T.4 FOR TEMPORARY TRAFFIC CONTROLS. PLAT SHOWING SUBDIVISION FOR NAVD 88 +/ 1 62' . ;'.' .t , . _ - 1 j - TAX MAP 78 PARCEL 55A4 \ j' "'- �- 33. TWO ORDER LANES' SIGN AT DRIVE-THRU ENTRANCE LLC PROPERTY AND - ; } - t __ 61 T" `''. O -SEE SIGNAGE PLANS FOR DETAILS. 64. PROPOSED TRAFFIC SIGNALS AND ASSOCIATED THE LUXOR, t 6 �1 ._r ___ >.__. 4 LL- >� 3 - , / 1 ��+ •�, , 46 ,�; ` , �? J .- 6' 6 APPURTENANCES - SEE TRAFFIC SIGNALIZATION R/W DEDICATION FOR TMP 78F -1-A 1 { ,' i; - ;_ W 37 + r f `�, - ;-" ( 0 68 �,. t ; .t� . ��, 34. STOP SIGN. C 4 PLANS (C -T.1 THRU C -T.3). NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY 3 / 5-- 0 -� �IA'iF'>� - `" ;:' j: " i f.` '. ���"' � �ro?'�ti�lL�' ,; +�r._' °� . �,'.?.. �: T.B.M. E.Y.24' /NvRESS 1 &EGRESS 35. DRIVE THRU ORDER POINT ISLAND CURB. 34 65. #57 SMOOTH RIVER ROCK (OR APPROVED EQUAL) D.B. 36$3, PG. 570-572 (PLAT) / t/ + , 6 \' .' :. .. . ;f; r'• „ ��� u,wt- <, / � �/� _---' \ \�, i 'Z� ,t �=� •. t'. � � . ` 3 ' i, +�-; `�C�•<�'H. r +- � r � C ` ,;,, - TOP OF CURB EASEMENT D.B. 3120, P �_, v r _ +. >r F ±', 1 -� G 406 C 4.2 SET ON NON -WOVEN GEOTEXTILE FABRIC - INSTALL NOW OR FORMERLY \ .p -�'_ � ;` __T J'�,- �I:'-�`''x-: ,• .� `�.•r' , 2 { .15' Ct ',�L EA.S_ � t� > ELEV.=533.53 BB 250,% PG. LUXOR OFFICE PARK LLC - ( .� .u?.'; - aT t r w } rs� N -J D.B. 113,' PG. 109 i t:� I 73-76(PLgTJ 36. CONCRETE FILLED PIPE BOLLARD - USE 'BOLLARD AT TO LIMITS INDICATED AS REQUIRED BETWEEN ! P + +, r + : s i + 1 �R Al' PG 1 '4, L „r •3 NAVD 88 2O / D.B. 3833, PG, 022 \ 5 .'. r� J, . r ASH - r (Y _ PICK-UP WINDOW' DETAIL. SIDEWALK RAMP AND BUILDING FACADE. / / _.. Q K 1 - PARCEL ID: 07800 00 00 055D0 #•. 0.9 ffi PG. 45 - 69 1. _ L=x ` � C-4,1 i _ tet. , _ -' - -.� r ;; r ;`k HENT - 32 ZONING: PDMC / S./\� \ , ;� 2S �� °Y r A.C.S.A. STAN- R E 37. DRIVE THRU DIRECTIONAL GRAPHICS. 66, CURB WIPE DOWN (±S.S) SEE GRADING AND /` \ r�! __� + ,-,.,y,.. M'" + 2 ry _, v EX.30'f EX.20' o PG, 69 - C4.2 USE: OFFICE BUILDING ' - sr r p „ _� - B ` ROrVT D.B 10 8, DRAINAGE PLAN. C 5 A. \ \ +1 -_ r�� _„_- ; ��-c -_ i 1 �- ._ BLDG SB( 20 A' N7 / \ C� o I \ �s: ; ,p.B, 1890, PG. 143 (PLATT - 38. ON-SITE PAVEMENT SECTION SEE TYPICAL Pp5L 36 �{ E R hjE709 / CIL OF EX. 10' V4. TELE \ �` ` W ,"� j PAVEMENT SECTIONS THIS SHEET. 67. APPROX. LIMITS OF ASPHALT OVERLAY -SEE TGPN. CO. ESMT., \ /�� iC P _ _-_. N 62 \ 57 E� 15" CENTR4/f'' TE CO. EASEMENT 68 °r - -.. -- "" GRADING AND AND DRAINAGE PLAN, SEE TYPICAL r' '- _ D.E. 1135, P & 66 �c ' T _ D.B. 5�0, PG. 29Y, -- 93r � T ,, T T � - - (�__�- PAVEMENT SECTION THIS SHEET. 3 -- - T _- --_ -- _ - _ \ '" �------- '- -- - � ._ i� �-= - ___::.�-__ - __ - / __..._^, �-�_- 500 `' 1 Pnv�sl_ % N 41°15� ,� W / - X41.25.- _. ° _i_F-t+ - _ _ \ _ _ -_- . Pa(1 N33 -- u' _ -- _ - / 68. VDOT STD. CG -3 (4' CURB SEE DETAIL. - -- -_------" - SEE SHEET C-2.1 FOR TYPICAL SECTIONS A -A, ) - / � -- -- ,e 15 CEN• -'r � ,< �s � - - ..._^ ..__ =S9 - J :____.._ L -- -�-_..,._._,-----•t.=L---_______ =�. 50E / CIL PA. / 132.$6 - .83r----- -- -:; ---- B -B, AND C -C. SEE SHEET C-2.1 FOR PLAN C 4.5 SMT, B. 113 ' `, , 1 ,' - ILLUSTRATIONS OF LIMITS OF CLEAR SIGHT 69. VDOT STD. CG 7 (4' CURB &GUTTER) SEE DETAIL. e D.B. 47 f O.B. t 138, P . 9$ PrnlF} - - \ , 1a.Pe, AT PROPOSED CHICK-FIL-A PARKING LOT 70. 6' CROSSWALK WITHIN VDOT R/W (AT LUXOR RD. / 16 $5' - 15 64, _-- ! X"O' FROtiT Pa 117NG ENTRANCES. RICHMOND RD. INTERSECTION) SEE PAVEMENT 41 1 �N32, 0508,, _ �V 31 o 40'32„ W SBL - SEE SHEETS C T.1 THRU C T.3 FOR TRAFFIMARKING DETAILS - SHT. C-5.1. 41 69 5•z4 LO C SIGNAL DESIGN. SIGNS S - 64 � N /rc 132.85' ATL3Tf"NS CONFORM TO'THE MANUAL ON C3 say, --"_- r(_ _ = -� _ _ _.--- -"- EX.VAR IYIDTH GELATE/ J � C j_, � � ' 1-=- ; -- ;_ on ALL MEASUREMENTS ARE TO FACE OF CURB UNIFORM TRAFFIC CONTROL DEVICES'LATEST .DOT PROJECT: ,�_�n, \ N' �_ - N -�Y --W i ` 'L3 �'�' BY THE U.S. DEPARTMENT OF EASEMENT ( {'' - _N _ =_� PE B Q 61 pA J - f / UNLESS OTHERWISE SPECIFIED TRANSPORTATION. PE 0250-002-105, RW -201) -�. �- r� 52 OD. .00 20 10 0 20 40 N EYP B 30 -- _. L .... t k!u , ..: 1 _-' MODS 52 Scale in Feet # "' 30 1 inch = 20 ft. 30 �'' - v - 30 30 •-- l 'n30 A p 41 RICHMOND l/ MOND ROAD - STATE ROUTE 250 g (VARIABLE WIDTH PUBLIC R/W) ---, j C h �N 61 (VDOT PROJECT: 0250-002-105, RW -201) (D.B. 1132, PG. 109; D.B. 1136, PG. 353) W (S.H.P.B. XI, PG. 1047 __W64 NOTE: / 43 - 61 ..... ..' . THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING ___- UNDERGROUND UTILITIES. CONTRACTORTO DETERMINE 3 43 ACTUAL LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO 30 68 30 } _ _ _4' -- `- _--- - ir = �_�`- MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. 48 70 BEFORE DIGGING CONTACT "MISS UTILITY" AT 811. 3 N 61 IIS 701 _.._ 1 48 I I ! I 61 0 'o 0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By ZN 01.22.18 ARB REVIEW Mark Date By ZA Mark Date By H of v .)AMES M. DUNN f Lic. No, 41830 01.30.2015 �ssI"MAI ACs . (U a �z: 00 rY (p O a) QNr4 ct Smut (� Qj O>a C C7 L " 0a QLn aQ n ZL: Lw� 0 05 Ln O o = �i > m V) STORE #3187 FSU S06 Pantops Drive Albemarle Co. Virginia COUNTY APP. NO.: SDP201400018 SHEET TITLE SITE LAYOUT PLAN DWG EDITION 9.1 ISSUE DATE: 8-2013 Job No. :22100 Store :03187 Date :01/30/15 Drawn By : H&D Checked By. H&D Sheet s� 1� a 4. 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By 01.22.2018 ARB REVIEW Mark Date By 0 Mark Date By 0 Seal IHEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS, ASND ORDINANCES OF CHARLOTTESVILL.E. VA RELATING TO STRUCTURES AND BUILDINGS. O � O O w N U V > ¢O Z ¢ w O .o w ,Zed 2 W } J P _ a� — N Ow W O s C�— O-jz 00 Z ¢ V ~LLw I— w1- D_ O cQ G = O V) VI = IL =a r u STORE #3187 PANTOPS FSU 1626 Richmond Road, Charlottesville, VA 22911 SHEET TITLE SITE PLAN VERSION: V9.1 ISSUE DATE: Job hlo. :17-1723x01 Store : 3187 Date :01.22.2018 Drawn By ZL1 Checked By: _ TP Sheet AA0 EXTERIOR FINISHES OALUMINUM FASCIA MASTER FRAME COLOR - DARK BRONZE COLOR - DARK BRONZE ODOUBLE PANE INSULATED 3/4" CLEARSTEEL (E) ANGLE LOW -E TEMPERED SAFETY GLASS COLOR - DARK BRONZE ALUMINUM EXTERIOR PANEL WP WP LOAD CENTER COLOR - DARK BRONZE COLOR - DARK BRONZE HVAC UNIT COLOR - DARK BRONZE EAST ELEVATION 1/4" = 1'-0" .... .. .. . .... .... . . ... .. .... . ...... ... ............ .......... i J. qlll . . . . . . . . . . SOUTH ELEVATION 1/4" = V-0" '811 .... . . . . . . . x. 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By Z� 01.22.2018 ARB REVIEW Mark Date By A Mark Date By A Seal HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION ISION AND THAT TO THE BEST OF MY KNOWLEDGE, NOWLEDG E , THE SAME COMPLY WITH ALL RULES REGULATIONS, AND ORDINANCES OF CHARLOTTESVILLE, VA RELATING TO STRUCTURES AND BIUILDINGS. 0 1.- 0 U) V) 01 0 z z LU 10 1 '00 W Q� - 0 L/)' W Z) 0 U, 0 --1 Z ao LL Z w IL I.- (L C) C) CL STORE #3187 PANTOPS FSU 1626 Richmond Road, Charlottesville, VA 22911 SHEET TITLE EXTERIOR ELEVATIONS VERSION: V9.1 ISSUE DATE: Job No, :17-172301 Store - 3187 Date 01.22.2018 Drawn By - zi Checked By; TP Sheet A_'.' ...... ...... .. . . .. . ...... . . . . . . . . . . . . OR 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By A 01,22.2018 ARB REVIEW Mark Date By A Mark Date By A Seal IHEREBY CERTIFY THAT THESE PLANS HAVE i AV E BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, NOWLEDG E j.THE SAME COMPLY 0 MPLY WITH ALL. RULES, REGULATIONS, LATIONS, AND ORDINANCES OF CHARLOTTESVILLE, VA RELATING TO STRUCTURES AND BUILDINGS. O > '0 Z Z < < 0— Wco W >_ , 11�' = X 0 V� W :) ::, W 00Z wz LL < ul LLJ z 0 0 (L Q 0 STORE #3187 PANTOPS FSU 1626 Richmond Road, Charlottesville, VA 22911 SHEET TITLE 3D VIEW VERSION: V9.1 ISSUE DATE: ,Job No, ;17-172301 Store 3187 Date 01.22.2018 Drawn By zi Checked By: TIP - Sheet AA2 Application for Letter of Revision Letter of Revision = $108 Final Site Plan Name and Number. Final Site Plan of Chick-fil-A SDP -201400053 Contact (who should we contact about this project) Travis A Peterson Street Address 1350 E. Touhy Ave., First Floor East City Des Plaines state IL zip Cod 60018 Phone Number (847) 298-6908 ext 179 Email Peterson@chipmen-design.com Owner of Record Corven D. and Katie H. Flynn Street Address c/o Property Tax Dept. 5200 Buffington Rd. City Atlanta State CA Zip Code 30349 Phone Number (404) 305-4821 Email todd.rapoport@cfacorp.com Applicant Chick-fil-A, Inc.; Attn: Mr. Todd Rapoport Street Address 5200 Buffington Rd. City Atlanta State GA zip Cade 30349 Phone Number (404) 305-4821 Email todd.rapoport@cfacqFp.com SUBMITTAL REQUIREMENTS: E) The appropriate fee, ® The site plan number that the change applies to, ® A request letter describing the proposed changes from the owner or authorized agent, ED 4 copies or the plan that sboas the proposed changes, Changes must be shown on the sheet or sheets from the a roved final site plan. or on an 1 I "X17" copy of that portion of the approved final site lan. Owner/Applicant Must Read and Sign hereby certify th a information provided on this application and accompanying information is accurate, true and correct to the best of edge elie January 25th, 2018 tgnature of Owne , A nt Todd Ra ort (404) 323-6746 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY (1LOR # Fee Amount $ I 1 Date Paid b By «ho MnReceipt #,' Ua(S—t kll _ By County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 11/02f-7015 Page l of 1 Architectural Review Board Application Part A: Applicant, Contact and Parcel Information Project blame: Chick-fil-A Payment Booth 07800-00-00-055A2 1626 RICHMOND ROAD Tax map and parcel(s): Physical Street Address: CHHARL OTTFSVI t t=, VA 2a�1 1 Contact Person: TRAVIS A PETERSON Business Name: CHIPMAN DESIGN ARCHITECTURE INC Address 1350 E. TOUHY AVE., 1st FLR EAST City DES PLAINES State IL Zip 60018 Daytime Phone (847) 298-6900x179 Fax # (847} 298-6966 E-mail tpeterson@chipman-design.com O►sner of Record: FLYNN_, CO__ RVEN D. & KATIE H. do Property Tax Dept. Address 5200 Buffington Rd. city Atlanta stoic GA zip 30349 Daytime phone4( (L )3054821 Fax 4 () E-mail todd.rapoport@cfacorp.com Part Bi Review_ a aitd Fee Select review type Review by the Architectural Review Hoard Conceptual Plan/Advisory Review (for a Special Use Permit or a No Fee Rezoning) Preliminary/initial Review of a Site Development Plan No Fee Final Review of Site Development Plan $1075.00 Amendment to an approved Certificate of Appropriateness $ 242.00 Building Permit Review $ 634.00 County -wide Certificate of Appropriateness Structures 750' or more from the EC, no taller than 5 stories No Fee Structures located behind a structure that fronts the EC No Fee Personal wireless service facilities No Fee Fencing or Equipment or Lighting No Fee Additions to ARB -approved buildings No Fee X Minor amendments to site or architectural plans No Fee Building permits where the change is 50a/a or less of the altered elevation No Fee NOTE: For SIGNS, use the combined APPLICATION AND CHEKLIST FOR SIGNS. FOR OFFICE USE ONLY BP4 ARBN Fee Amount $ Date Paid By who? Receipt # Check b yy sy Counly of Albemarle Dept of Community Development, 401 1ltclotire Rd, Charlottesville. VA 22902 Voice: (434) 296.5832 Fax: (434) 9724126 1". 15 Pye 1 ort OVER — Part C: Desctiption of Proposal a! Attach a separate sheet if necessary. Addition of a pre -fabricated payment booth to the site. The payment booth will be located at the southwest comer of the Chick-fil-A restaurant between the order point and the pick-up window along the drive-thru lane. A portion of the existing landscaping will be replaced with a concrete slab for the booth and a concrete walk from the rear service entrance of the restaurant to the booth. Total area of proposed work is 97sf. I Part D: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only(]) set of building material samples is required. Ail submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. Only complete application packages will be scheduled for ARB review. The application package is not complete without lite appropriate checklist, completed, signed, and Included ivith the required submittal materials indicated on the checklist. I hereby certify that I own the subject property or have the legal power to act on behalf of the owner in filing this application. *See submittal requirements below. 1 also certify that the information provided on this application and accompanying information is accurate, true, and correct to the best of my knowledge, and that the attached plans contain all information required by the appropriate checklist. St ture of own , wner's representative or contract purchaser Todd Rapoport, Chick-fil-A Regional Manager Printed name, Title January 25th, 2018 Date 404 323-6746 Daytime phone number of Signatory *Ownership information: • If ownership of the property is in the name of any type of legal entity or organization including, but not limited to, the name of a corporation, partnership or association, or in the name of a trust, or in a fictitious name, a document acceptable to the County must be submitted certifying that the person signing above has the authority to do so. • If the applicant is a contract purchaser, a document acceptable to the County must be submitted containing the owner's written consent to the application. If the applicant is the agent of the owner, a document acceptable to the County must be submitted that is evidence of the existence and scope of the agency. Attach the owner's written consent. 1112010 Page 2 ort OVER -# Architectural Review Board Amendment to a Site Development Plan Submittal Requirements Checklist Part A: Applicant Contact and Parcel Information Project name: Chick-fil-A Payment Booth ARB # Tax map and parcel #: 07800-00-00-055A2 Physical street address (if assigned): 1626 RICHMOND RD., CHARLOTTESVILLE, VA 22911 Location of property (landmarks, intersections, or other): RICHMOND RD. & LUXOR RD. Contact person: TRAVIS A PETERSON Business name: CHIPMAN DESIGN ARCHITECTURE, INC. Address: 1350 E. TOUHY AVE., 1st FLR EAST City: DES PLAINES State: IL Zip: 60018 Daytime phone: (847) 298-6900x179 Fax: (847) 298-6966 Email: tpeterson@chipman-design.com Part B: Revisions to a CofA / Amendment to a SDP Requirements Checklist Important Note: Submittal packages must contain (8) collated copies of all information unless otherwise indicated. A. Written description of the proposal Provide a description of the revised/amended proposal. Identify all proposed changes from the previously approved submittal. ❑ Provide a revised materials list if any of the building materials or material color(s) have changed. B. Site plan showing the following (drawn to the scale of I"=20' ' "=20', clearly legible and folded): Show ail proposed changes to the previously approved plan including site layout, landscaping, lighting, and all site features, with changed features clouded and clearly identified on the plan. Q� Sheet number, total number of sheets, date of the drawing, date and description of the latest revision, and contact information for the firm preparing the drawings in the title block on all drawings. ® Provide the original plan and existing conditions. C. Appearance of the building(s) (architectural elevations, color perspective sketches, site sections): Dimensioned architectural elevations of the proposed building(s) showing all changes to the previously approved building(s) design. Elevations must be drawn to a minimum scale of 1116"=1'-0". A larger scale may be required. Include a building materials schedule and key on the elevation drawings. ❑ One set of all building materials / colors if changed from the previously approved submittal. 1 Revised 7128110 D. Additional material The applicant is welcome to submit any additional material that will make the revision to a certificate of appropriateness/amendment to a site development plan review more productive. Drawings or other submittal items that clarify topography, visibility, utilities, landscaping, or other unique or unusual conditions are welcome. Part C: Applicant Agreement Applicant must read and sign • Each application package must contain (8) folded copies of all plans and documents being submitted. Only (1) set of building material samples is required if the building materials have changed. All submittal items, including building material samples, become the property of Albemarle County. Applicants are encouraged to maintain duplicate copies of all submittal items in their own files. . All information in this checklist is required, unless specifically waived by the ARB, prior to processing a revision to a certificate of appropriateness / amendment to a site development plan review by the ARB. Additional submittal materials may be required, depending on the proposal. • Only complete application packages will be scheduled for ARB review. The application package is not complete without this checklist, completed, signed, and included with the required submittal materials indicated on the checklist. In representing the above referenced firm submitting this application for review, 1 hereby state that the information provided in this application, and all accompanying information, is accurate, true and correct to the best of my knowledge, and that the attached plans contain all information required by this checklist. Signature of person completing checklist Travis A Peterson, Senior Project Manager Printed Name / Title January 23rd, 2018 Date 847) 298-6900 ext. 179 Daytime phone number of Signatory County of Albemarle Department of Planning and Community Development 401 McIntire Road, Charlottesville, VA 22902-4596 (434) 296-5832 Tel, (434) 972-4126 Fax www.albemarle.org 2 Revised 7/28/10 r NX CHIPMAN DESIGN ARCHITECTURE Albemarle County Department of Community Development 401 McIntire road Charlottesville, VA 22902 n attached c❑ fedex priority 0 prints TRANSMITTAL DATE 01/25/2018 attn Margaret Maliszewski phone 434-296-5832 job 17-1723-01 re Chick-fil-A ARB review q' other Applications, check OTY 1 DATE 01/25/18 DWGN DESCRIPTION Check for Letter of Revision fee $108 1 01/25/18 ARB Submittal Checklist 1 01/25/18 ARB Application 1 01/25/18 Application for Letter of Revision 4 01/25/18 1 sheet C-2.0 sheet with proposed changes 8 01/25/18 5 sheets Plans for ARB 7 for approval LIENT SITE ADDRES' Chick-fil-a Pantops FSU, 1626 Richmond Road, Charlottesville, VA 22911 MME Please find attached are the required applications and drawings for ARB. COPY TO zjovanovic@chipman-design.com �� Zorana Jovanovic TOUHY AVE. FIRST FLOOR EAST, DES PLAINES 1L 60018 1 EL :847. 298.6900 ATL CHI LA NY