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Home My WebLink AboutARB202000077 Plan - Submittal (First) 2020-07-0800 �o �o o00 =oo 000 poi= ao- �C 00 00 00 o 0�LH 17 --JLJ _Joo io r 0 Ah D TAVERN 0 0 D. . 3449 IVY ROAD, CHARLOTTESVILLE, VA 22903 TAVERN CHARLOTTESVILLE, VIRGINIA BEAL & SIGNATURE DRAWING INDEX FRANCISCO G. SANCHEZ AIA SHEET # SHEET NAME T RA # 0401018520 SHEET TITLE A-000.0 TITLE SHEET TITLE SHEET SP-100.0 EXISTING SITE PLAN Q5/26/202o EX-100.0 EXISTING BASEMENT PLAN EX-101.0 AN DATE ISSUED EX-102.0 EXISTING SECOND FLOOR PLAN 26 MAY 2020 — PROPOSED FIRST FLOOR PLAN SCALE SHEET N0. A-104.0 PROPOSED SECOND FLOOR PLAN N.T.S. A-105.0 ROOF PLAN A-200.0 EXISTING ELEVATIONS DRAWN 8Y A MD A-201.0 EXISTING ELEVATIONS A-202.0 PROPOSED ELEVATIONS DATE CREATED A-203.0 PROPOSED ELEVATIONS A-204.0 PROPOSED SECTIONS A-205.0 PROPOSED SECTIONS A-600.0 PROPOSED ELEVATIONS — MATERIALS KEY — — MATERIALS KEY Q 5/26/2020 -01 TITLE SHEET —02 GENERAL NOTES —03 EXISTING CONDITIONS fC-04A FOS DESIGN, L.L.C. —04 OVERALL SITE PLAN ARCHITECTURE — INTERIOR DEMON 381 PARK AVENUE SOUTH, STE. 815, NEW YORK, NY 10016 LANDSCAPE PLAN E: info®fgs—a:com C-04B SITE LIGHTING PLAN T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.CO1A C-05 GRADING/E&SC PLAN of Record si other licensed design The professional shall professional shall be responsible to obtain all necessary C-06 CONSTRUCTION DETAILS permits, governmental approvals and licenses for the performance of the Project or Work described, including ry G-0 ! LANDSCAPING DETAILS V DETAILS all services to be provided by the designer, FGS DESIGN, L.L.C. Drawings, specifications and other documents %LANDSCAPING prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shell remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specifications and other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. / / / � ' 1 54.34 ' / PAVED ENTRANCE I / , f / r , , / ft 1 5/26/2020 / r / COTTAGE / 0000000000 / i I Al 5/26/2020 / SHED \ / ROCK WALL CDD.S. / TAVERN i CHARLOTTESVILLE, f / / f / VIRGINIA SEAL & SIONATURE / / / / f FRANCISCO G. SANCHEZ AIA RA 0401018520 # I Zi, 5/26/2020 SHEET TITLE \ \ HALLIFAX EXISTING SITE COTTAGE PLAN LA N (20n ��• / /1 ; J / DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DRAWN BYMD SPIN DATE CREATED / FOS DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM Q vfj The Architect of Record or other licensed design professional shall be responsible to obtain all necessary approvals and licenses for the a permits, governmental performance of the Project or Work described, including all services to be provided by the designer, FOB DESIdN, L.L.C. Drawings, specifications and other documents prepared by FGS DESIGN, L.L.C. are the instruments of 1\J IL.I- �1 EXISTING SITE T /� PLAN 1 LAN the designer's service and shall remain the property of he designer, whether or not the project for which they are intended is constructed or not, The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project 116"= I _ O n and/or for completion of this / p project by others, except by agreement in writing and with appropriate compensation to the designer. 5/26/2020 A lk PLEASE REFER TO CIVIL DRAWINGS (SHEETS C-01 THROUGH C-07) FOR MORE DETAILED INFORMATION ABOUT SITE AND LANSCAPING PROPOSED SITE PLAN 1/16"=V-0" Al 5/26/2020 UP x F- O z EXISTING BASEMENT FLOOR PLAN D. TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & SIONATURE FRAWIS6 G. weHEZ AIA RA # 0401018620 SHEET TITLE EXISTING BASEMEN FLOOR PLAN DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DRAWN p MD BYE ,' I p� I DATE CREATED FOS DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, FOS DESIGN, L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. Al 5/26/2020 01 5/26/2020 Q 5/26/2020 Al 5/26/2020 El D.8 TAVERN CHARLOTTESVILLE, VIRGINIA Q 5/26/2020 2 A5/26/2020 4- 5/26/2020 DN ------ �' 14 � 5/26/2020 0 EXISTING SECOND FLOOR PLAN D.s. TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & OIONATURE FRAWIS6 G. weHEZ AIA RA # 0401018620 SHEET TITLE EXISTING SECOND FLOOR PLAN DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DEG BY EX102. DATE CREATED A5/26/2020 FOO DE010N, L.L.O. ARCHITECTURE — INTERIOR DEMON 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fga—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer. FaO DESIGN. L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specifications and other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. Al 5/26/2020 01 5/26/2020 1 204 Al 5/26/2020 2 203 1t 5/26/2020 205 Q 5/26/2020 PROPOSED FIRST FLOOR PLAN Q 5/26/2020 1 203� zt 5/26/2020 202 5/26/2020 2 204j 1/4"=1'-0" PLEASE REFER TO C-04A SITE PLAN AND "M" MECHANICAL DRAWINGS FOR EXTERIOR MECHANICAL EQUIPMENT DETAILS AND LOCATIONS ® 5/26/2020 D. 8. 2 TAVERN 202 CHARLOTTESVILLE, VIRGINIA SEAL & SIONATURE FRANCIS00 G. 0AWHEZ AIA RA # 0401018620 SHEET TITLE PROP. FIRST FLOOR PLAN - ALT. DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED °MD°Y 13® DATE CREATED - 93 FOO DE01ON, L.L.C. ARCHITECTURE — INTERIOR DEMON 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, Fa$ DESI(IN. L.L.C. Drawings. specifications and other documents prepared by FOS DE010N, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. 11 5/26/2020 Al 5/26/2020 2 1 01 5/26/2020 205 202 2 � _ 0/ EXd. n EXd. EXd. EXd. II I I II + n�r�Mr� I I I II i � II BATH 02 202 02 -6" x 5-6" e) 01 5/26/2020 204 OFFICE 001 O1 13'-2" x 17'-4' STAIR HALL I I 200 DN ii os I I � OFFICE 203 17-6" x 17'-4' � II I II II I II II A II II T-6^ 3' � I I toilet I I I j room, , door, & op wing 3'-1�'4" 3'-1" ------ ------ — - - — J 05 i i O Ln `%`��$ v $ E r----, -� - -- ' ' _ .mod' Lo Oi .I R 1 ATH IOC co cfl 204 T 0 5/26/2020 window 7-7 x 5-T" �� _ —I d' Lo 11'-6" x 5-7" Window I I I I 04 I I 04 1 Q 5/26/2020 T _ — OI door -I O- window 205 window O I I I I OFFICE 206 LO 0 5/26/2020 17'-4' x 14'-6" ® 5/26/2020 D. . TAVERN 203 of �+ o i window 2 202 CHARLOTTESVILLE, window 17'-4" VIRGINIA tv tQ {SEAL & BIONATURE d' I d' d Q 5/26/2020 wind FRANM6 G. SANCHEZ AIA RA # 0401018620 SHEET TITLE I PROP, SECOND I FLOOR PLAN - ALT IDATE ISSUED 1 26 MAY 2020 1 SCALE SHEET NO. I AS NOTED DRAWN MD A104.0 DATE CREATED 5/26/2020 x F 0 z FOS DE010N, L.L.C. P R O P O S E D SECOND C 0 N D FLOOR O O R PLAN ARCHITECTURE - INTERIOR DESIGN 331 PARK AVENUE SOUTH, NEW PORK, N' 10016 E: info�fgs-a.cam 1 -5 -73 T: 646-470-6626 F: 212-637-7323 WWW.FOS-A.COM - - 1 / r, n 4 - 1 0 The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, FOB DESIGN, L.L.C. Drawings. specifications and other documents prepared by FOS DE010N, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. 11 5/26/2020 Al 5/26/2020 5/26/2020 202 Ll N 01 5/26/2020 7J-1 M-L : r T �Tr \ , _ Q 5/26/020 T. M MA j� 5/26/2020 Q 5/26/2020 _ .,.. 7,'12 1 205 MAMA AIA Ad: � i - 0 5/26/2020 - F - ® 5/26/2020 D. 2 zo3_ _ 2 z02 TAVERN CHARLOTTESVILLE, VIRGINIA _ SEAL & SIONATURE I FRAWIS6 G. weHEZ AIA ZL5/26/2020 RA # 0401010520 :12 71: 12 SHEET TITLE ROOF PLAN- AL'T DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DRAWN MD BY 1 5 DATE CREATED 5/26/2020 x F % 0 z FOO DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN R.® ® F P LAN�T 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com a T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM 1/ 4r =1 -0n The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, FOS DESIGN. L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. EXISTING UTH ELEVATION EXISTING WEST ELEVATION 1/4"=1'-0" Al 5/26/2020 E -7'" 2ND FLOOR FTA, I ,. Al 5/26/2020 nn +0 '-Cl F.F.L. 1/4"=1'-0" Al 5/26/2020 nnnn +9'7" 2ND FLOOR F.F.L. +0'-0" F.F.L. F.F.L. D.8 TAVERN CHARLOTTESVILLE, VIRGINIA nLL ooL LLL LOL - - . - - L r; ooL ILI L _ L,. Q 5/26/2020 - +9'%" 2ND FLOOR F.F.L. Md LM LELI AVE_ +0'-0" F.F.L. F.F.L. EXISTING NORTH ELEVATION �r -� D JL- Jc .. TAVERN r2 CHARLOTTESVILLE, VIRGINIA roc 7�nC ®. �C SEAL & SIGNATURE LC e LLr V !'r - LLC: _oo ° #E - -- FRAWWO G. 0AWHEZ AIA RA # 0401018520 5/26/202o Z�LSHEET TITLE +9'-7" 2ND FLOOR EXISTING -- F.F.L. ELEVATIONS DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DRAWN BY A201.0 DATE CREATED +0 —0" —2 —3 F.F.L. qV F.F.L. FOO DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM T E XI S TIN G �T EAST E A S T E LE Y AT I O N The Architect of Record or other licensed design 2 professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including to be by the designer, FOB DESIGN. all services provided L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. 5/26/2020 0 5/26/2020 2 2 204 205 EXISTING EXISTING CHIMNEY - CHIMNEY +25'-5" RIDGE - -- - - - F.F.L. - - -- - Q 5/26/2020 EXISTING -- CHIMNEY = 5/26/2020 /Y M/M - — — — - — RIDGE +17'-0" - F.F.L., 5/26/2020 XC EXC. EXC. EXC. RIDGE +12'-9 1 2" F.F.L. Q 5/26/2020 2ND FLOOR F.F.L. l EXtl. EXG. f - EXC EXd. C.103. IXd101.1 0 EX100 100, - +0'-�" F.F.L. F.F.L. PROPOSED NORTH ELEVATION I. Q 5/26/2020 5/26/2020 1/4"=1'41 1 205 PE— Q5/26/2020 5/26/2020 +24'-4 LR - 1 2° 05/26/2020 +25'-5" RIDGE F.F.L.GE D...L. _ — A - - - - - - - -1 EXISTING ` VE - - - - - - - - - - LOUVERS CHARLOTTESVILLE, - - - - - - -- - VIRGINIA - - -- - - {SEAL & SIGNATURE 5/26/2020 -.- --- o zt 5/26/2020 -------------------------------- F%0%0 .......r....�.a... �5/26/2020 a o� �' — — — — — — — — — — +17'-5" RIDGE -- -_ -'� I I F F. L. RIDGE +14-912 F.F.L. - - ----I -- - - C C C = t12'-9 1 2" RIDGE FRANMOO G. SAWHEZ AIA lj�F.F.L. RA # 0401018620 - - - - SHEET TITLE - - ti PROPOSED ---------------------- --- -------------------------------- ----- - - - - +9 -7 - - 2ND FLOOR ELEVATIONS - ALT. F.F.L. - - - - - - - -F- 0 5/26/2020 DATE ISSUED 26 MAY 2020 SCALE SHEET N0. AS NOTED f — - f EX108 EX10fi IX1061 - i DRAWN BY MD nn no I on � I — — DATE CREATED —'I _ I 1 +0'-0" /� e______________ F.F.L. F.F.L. FOS DES10N, L.L.C. ARCHITECTURE — INTERIOR DEMON 381 PARK AVENUE SOUTH, STE. 915. NEW YORK, NY 10016 E: info§fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.FOS—A.COM PROPOSEDEAST ELEVATION The Architect of Record or other licensed design professional shall be responsible to obtain all necessary 1/4"-1+_0++ permits, governmental approvals and licenses for the performance of the Project or Work described, including to be by the designer, FOC DEMON. all services provided L.L.C. Drawings. specifications and other documents prepared by FOS DESION, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. 0 5/26/2020 Q 5/26/2020 Q 5/26/2 E PROPOSED SOUTH ELEVATION Al 5/26/2020 Q 5/26/2020 PROPOSED WEST ELEVATION J Q 5/26/2020 nr�-nnM +25'-5» RIDGE F.F.L. , 5/26/2020 +17'0" RIDGE, F.F.L. fJ�+12'-9 1/2" RIDGE F.F.L. 2ND FLOOR F.F.L. Q 5/26/2020 +0'- 0 -1'- 0" F. F.I,. 5/26/2020 1/4"=1'-0" Q 5/26/2020 E +24'-4+24'-41 2" RIDGE F.F.L. 5/26/2020 ------------ ------------ +14'-9 1 2" RIDGE F.F.L. Al 5/26/2020 2ND FLOOR F.F.L. .F.L. 1/4"=1'-O" D.8 TAVERN CHARLOTTESVILLE, VIRGINIA EXISTING STRUCTURE NOT IN Q 5/26/2020 SCOPE Q 5/26/2020 •\/1/•/••\/1/1/1M/�i/� +12'-9 1 2" RIDGE F.F.L. 2ND FLOOR F.F.L. Q 5/26/2020 EXISTING STRUCTURE NOT IN SCOPE B B IX1001 00 J� +0'_0„ F.F.L. F.F.L. PROPOSED SECTION LOOKING SOUTH I. 0 Q5/----0 Q 5/26/2020 nru �•n-- ^^^ Q5/26/2020 _ +25'-5" RIDGE RIDGE +24'-4 1 2" oo F F L D. F.F.L. _ - - — -- - oo TAVERN — -- -- -- - — — — — CHARLOTTESVILLE, — — -- -- -- - — — VIRGINIA � _ SEAL & SIGNATURE 5/26/2020 00 Q 5/26/2020 ---------------- o00000 --------------- o o000 L +14'-9 1 2" �E� r Q 5/26/2020 +12'-9 12" RIDGE FRANM6 G. weHEZ AIA - -- -- -- --- - - i F.F.L. RA # 0401018620 — — — — �� SHEET TITLE '— - BUILDING - ---- ----- ------ - ------ --- ----- _ _ _ _ -'„ 9 -7 2ND FLOOR SECTIONS — ALT. F.F.L. Q 5/26/2020 DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED 08b II 06b II II 05a I DRAWN BY MD 24® ee oe en I. I DATE CREATED +0'_On —1'-6 1 2" _ ki F.F.L. Q 5/26/2020 FOO DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM PROPOSED SECTION LOOKING WEST The Architect of Record or other licensed design 2 professional shall be responsible to obtain all necessary / 1/4++-1+-0++ permits, governmental approvals and licenses for the performance of the Project or Work described, including to be by the designer, FOR DESIGN. all services provided L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. ; LJ o Q 5/26/2020 Q5/26/2020 nnn��nr�nnn�nn. 0o +25'5" RIDGE RIDGE +24'-4 1 2a J F.F.L. - -- - - - - -- - -- 5/26/2020 - -- - - - - o 0 0 5/26/2020 �5/26/2020 00 +17'�" RIDGE -- ---- - ---' F.F.L. ExG. C , 5/26/2020 — _ --7--- - - --- -- -.. — - -- — — -- -- -- - - +12'-9 1 2" RIDGE F.F.L. T I +9'7 2ND FLOOR - -- _ — — — FFL i -- Q 5/26/2020 Exc. A AEXI)O ee x1G1. l +0'-0" - - — - - — — — — F.F.L. PROPOSED SECTION LOOKING NORTH 1/4"=1'-0" Al 5/26/2020 MM--r► Q 5/26/2020 RIDGE +25'-5" Q 5/26/2020 MMM F.F.L. +24'-4 1 2 ' RIDGE - F.F.L. D. TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & BIONATURE \Ya BE Q 5/26/2020 ® ® ® MM +14'-9 1 2" RIDGE : FRANMOO G. 0AWHEZ AIA 0 5/26/2020 RA # 0401018520 SHEET TITLE 2ND FLOOR BUILDING EXISTING Q6^/^6/2020 F.F.L. SECTIONS _ A LT. STRUCTURE ^ 1V ti NOT IN^�� SCOPE DATE ISSUED 26 MAY 2020 SCALE SHEET NO. o5e to6b oeb AS NOTED 00 00 00 _ DRAWN BY MD +0 O, DATE CREATED ` H, IN IN MR 4ft.4%0%0M VV F.F.L. i. FOS DE010N, L.L.C. ARCHITECTURE - INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs-a.com PROPOSED SECTION LOOKING EAST T: 646-470-6628 F: 212-537-7323 WWW.FOS—A.COM The Architect of Record or other licensed design 1/4'+=1+-0" professional shall be responsible to obtain all necessary licenses for the permits, governmental approvals and performance of the Project or Work described, including all services to be provided by the designer, FOB DESIGN. L.L.C. Drawings. specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. NOTES: MATERIAL KEY: 1. ROOF SHINGLES TO MATCH EXISTING 2. GUTTER & DOWNSPOUT TO MATCH EXISTING 3. WOOD BEADED WEATHERBOARD SIDING TO MATCH EXISTING A ME B ' - 4. DOUBLE HUNG WOODEN FRAMEDWINDOWS TO MATCH EXISTING ON ALL i 'm FACADES. SIMILAR WIDTH AND HEIGHT - _�- ODEN FRAMED - u .. - - `I r�/6p TO ONLY EX VATION, / - L:.. r_.T.: - M ROAD / - a BRICK ("MATERIAL A") r � � � - - - EXISTOING & LA R 0 C C D - - - ---- 7. METAL & GLASS DOORS TO ONLY - EXIST ON BACK ELEVATION, HIDDEN -' - - - - -` - - - - - - - - - - -- - - - - - FROM ROAD - -- WOODEN ROOF SHINGLESI- ("MATERIAL B") 6. SHUTTERS MATERIAL AND DESIGN TO - MATCH EXISTING �I - 9. ROOF TRIM MATERIAL TO MATCH Al 5/26/2020 — EXISTING WOOD SPECIES PTD. WOODEN CORNICE EXd EXC. EXC. EXC. E F TRIM ('MATERIAL C") Q 5/26/2020 ^^^^ PTD. BEADED WOOD + 9' 2ND FLOOR WEATHERBOARD ("MATERIAL D") - - \ _- _ F.F.L. PTD. WOODEN & GLASS DOORS "MATERIAL E" ( )IXTUREUNT AUTHENTIC DESIGN - COLONIAL ASHLEY HOUSE G WALL •• H VAUGHAN - KINGSTON WALL LATERN "FC") (FIXTURE exlop4==a1oa. PTD. WOODEN WINDOW 0 5/26/2020 SHUTTERS & LOUVERED o xioo DOOR ("MATERIAL F") EXG.[D1.1 PTD. WOODEN FRAMED I ✓ ? J I DOUBLE HUNG WINDOWS J4+0'-0" F.F.L. _ ("MATERIAL G") F.F.L. PTD. WOODEN POSTS, VAUGHAN — KINGSTON WALL LATERN & RAILINGS (FIXTURE VC") ("MATERIAL H") PROPOSED NORTH ELEVATION - MATERIALS K LIGHTING KEY: 0 WOODEN ROOF SHINGLES ("MATERIAL B") Q 5/26/2020 00 D.S. LI I; FA FB TAvERN METAL GUTTER _ _ ` � _ _ -cr ("MATERIAL K") - - - - — - -- - _'L - CHARLOTTESVILLE, -- - - -- - - - , VIRGINIA PTD. WOODEN CORNICE TRIM ("MATERIAL C") Z 5/26/202fl - - o �� SEAL & S[tlNATURE do o 0 o _ WOODEN ROOF SHINGLES ("MATERIAL B")G. ® ® ®JL I� u0000 FC ' FD FRANMOO AIA Q 5/26/2020 — - RA # 040101 520Z - - -- - 5/26/2020 PTD. WOODEN FRAMED J _ SHEET TITLE DOUBLE HUNG WINDOWS N N S - -_.- -_-_ - ti - - - - - 9' �" ND FLOOR PROPOSED ELEVS ("MATERIAL C")--- --- ----� - ----------------------------------------- -------------' F.F.L. MATERIALS KEY AUTHENTIC DESIGN - - - -x- - - - - - COLONIAL ASHLEY HOUSE WALL MOUNT DATE ISSUED Y (FIXTURE "FA") 26 MAY 2020 PTD. WOODEN CORNICE TRIM ("MATERIAL C") F- SCALE SHEET N0. -: AS NOTED PTD. BEADED WOOD WEATHERBOARD I I I f I I I I t—I EX108 Imo'- EX106 �I °O 00 6%1061 00 I i DRAwN eY MD A "MATERIAL D") ui I DATE CREATED I +G, Gn 0 5/26/2020 J _—_- F.F.L. —2'-3" PTD. WOODEN & GLASS F.F.L. DOORS ("MATERIAL E") FOO DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fga—a.com T: 646-470-6628 F: 212-537-7323 WWW.FdI5—A.COM PROPOSED EAST ELEVATION - MATERIALS The Architect of Recordother licensed design spo responsible professional shall be responsible to obtain all necessary 1/4++=I+-0++ permits, governmental approvals and licenses for the performance of the Project or Work described, including to be by the designer, FtlS DEMON. all services provided L.L.C. Drawings. specifications and other documents prepared by FGS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. NOTES: MATERIAL KEY: 1. ROOF SHINGLES TO MATCH EXISTING 2. GUTTER & DOWNSPOUT TO MATCH EXISTING 3. WOOD BEADED WEATHERBOARD 00 SIDING TO MATCH EXISTING A B 000� 5/26/2020 4. DOUBLE HUNG WOODEN FRAMED o WINDOWS TO MATCH EXISTING ON ALL 00o FACADES. SIMILAR WIDTH AND HEIGHT - WOODEN ROOF SHINGLES METAL GUTTER ("MATERIAL B") ("MATERIAL K") .- 5. ODEN FRAMED 0 5/26/2020 TO ONLY EX NATION, j - _ BRICK ("MATERIAL A") M ROAD / a PTD. WOODEN CORNICE 6. 00 r N & LA R 0 TRIM ("MATERIAL C") -' _ EXISTING G D TT, WOODEN ROOF SHINGLES ("MATERIAL B') 7. METAL & GLASS DOORS TO ONLY -- EXIST ON BACK ELEVATION, HIDDEN FROM ROAD METAL GUTTER �� 6. SHUTTERS MATERIAL AND DESIGN TO ("MATERIAL K") MATCH EXISTING EXC. E+ C oho 5/26/2020 _ _ 9. ROOF TRIM MATERIAL TO MATCH --- EXISTING WOOD SPECIES E F - - - - -- -- -- - - - - -_ 0 5/26/2020 PTD. WOODEN FRAMED - -_ - - +9 -7" 2ND FLOOR DOUBLE HUNG WINDOWS - -- - -- _ � -. - - -- F.F.L. ("MATERIAL G") - - -- --- - - - - - -- -- -- — EXG: e A A DEEP LANDING G WORKSHOP - H PTD. WOODEN L1613B SCONCE WINDOW SHUTTERS g (FIXTURE TB") �� y ("MATERIAL F") ex110.1 a 101. 0 5/26/2020 PTD. BEADED WOOD WEATHERBOARD i +0'-0 ("MATERIAL D") — — — — — — ✓ ' F.F.L. I .. '• J PTD. WOODEN & GLASS ON ft —0'-8" DOORS ("MATERIAL E") F.F.L. Q 5/26/2020 PROPOSED SOUTH ELEVATION 1/4"=1'-0" K o LIGHTING KEY: o� WOODEN ROOF SHINGLES 0000 ("MATERIAL B") �0 0.5/26/2020 D.s. METAL GUTTER FA FB - _ ("MATERIAL K") TAVERN PTD. WOODEN CORNICE CHARLOTTESVILLE, - - - - TRIM ("MATERIAL C") VIRGINIA PTD. WOODEN FRAMED DOUBLE HUNG WINDOWS ("MATERIAL G") --� -- �� REAL & RIONATURE WOODEN ROOF SHINGLES ("MATERIAL B") FC FD C C C ANN MORRIS - - - PTD. WOODEN FRANCIS�O G. $ANCHEZ AIA MORRIS LIGHT "FD") j .I WINDOW SHUTTERS Q 5/26/2020 RA # 0401018620 (FIXTURE ("MATERIAL F") SHEET TITLE SURFACE MOUNTED �J'-%" 2ND FLOOR TO PATIO CEILING F.F.L.PROPOSED�1 �7w ETILEV 1.7 PTD. WOODEN CORNICE MATERIALS KE 1 �T METAL & GLASS DOORS ("MATERIAL J") TRIM ("MATERIAL C") DATE ISSUED A A A PTD. BEADED WOOD 26 MAY 2020 WEATHERBOARD SCALE SHEET NO. \ ("MATERIAL D") AS NOTED ex1D5 PTD. WOODEN FRAMED DOUBLE HUNG WINDOWS DRAWN BY MD A60III ("MATERIAL G") DATE CREATED +O —O, hti - F.F.L. i, ri —0'-8n PTD. BEADED WOOD F.F.L. WEATHERBOARD ("MATERIAL D") FOO DE010N, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info§fgs—a.com PROPOSED WEST ELEVATION T: 646-470-6628 F: 212-537-7323 WWW.Fd$—A.COM 2 The Architect of Record or other licensed design professional shall be responsible to obtain all necessary licenses for the permits, governmental approvals and performance of the Project or Work described, including all services to be provided by the designer, FOR DESIdN. L.L.C. Drawings. specifications and other documents prepared by FGS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specificationsand other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. VIRGINIA DS TAVERN SITE CONSTRUCTION DOCUMENTS ALBEMARLE COUNTY, VIRGINIA DESCRIPTION TITLE SHEET GENERAL NOTES EXISTING CONDITIONS OVERALL SITE PLAN LANDSCAPING PLAN (BY OTHERS) SITE LIGHTING PLAN GRADING / E&SC PLAN CONSTRUCTION DETAILS LANDSCAPING DETAILS DESIGNER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 LINEAGE JOB #19066 INDEX OF SHEETS DEVELOPER: TO BE DETERMINED SHEET NO. C-01 C-02 C-03 C-04 C-04 A C-04 B C-05 C-06 C-07 �. At t•�� 4p erf4it VICINITY MAP (SCALE 1:1000) SET REVISIONS y %- SITE JON GARBER IS THE CERTIFIED LAND DISTURBER UNTIL A GENERAL CONTRACTOR IS HIRED BY THE OWNER AT WHICH TIME LIABILITY FOR LAND DISTURBANCE SHIFTS TO THE GENERAL CONTRACTOR. FIRM INFO Lineage Architects, P.0 P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: },TH OFN U JONATHAN F. GARBER > No. 038568 %�05/26/20�� l 4SICNAL E� ARCHITECT NAME/SEAL NO. I REVISIONASSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY JMI APPROVED BY: 1FG DRAWING DESCRIPTION: TITLE SHEET DRAWING NUMBER: C-01 GENERAL NOTES 1) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT CLARIFICATION FROM THE ENGINEER OF RECORD, SHALL BE DONE AT THE CONTRACTOR'S RISK. 2) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE a CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION a CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. v 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. T 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. 5) WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND APPLICABLE STANDARDS v OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST v STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE i COUNTY MUNICIPAL WATER SYSTEM SHALL BE JI CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ nl STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. g 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH 3 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. nl 8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. =I 10) ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND 21 REFUSE DEBRIS DERIVED FROM ANY SOURCE. I 11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE I CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN v NLUS UK MINUS L I ERUEN I Alit I UIN 15 UH UH I IMUM I U FAUILI I A I E COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT u TO RESULTS OF THE GEOTECHNICAL REPORT AND UPON APPROVAL OF THE SUPERVISING ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 21 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17 ;I 12) MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK - FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK -FILL SHALL BE COMPACTED TO _ 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY i AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER vl REPRESENTING THE LABORATORY a 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. v THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING. 14) EMBANKMENT FILL AND TRENCH BACK -FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: s (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. s (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. ll ll 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT K AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: v u (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. s (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PPP 500 1 INPAI PPPT t (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT v PER 500 LINEAL FEET. ABREVIATIONS: ARCH. ARCHITECT 16) ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT C/L OR C L CENTERLINE THEIR INTEGRITY. C/OUT OR C/O CLEAN OUT CONC. CONCRETE 17) TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER. FAILURE TO CONDUCT CG CURB & GUTTER DENSITY TESTS SHALL BE CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. TESTS DIA. DIAMETER SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. E.P. EDGE OF PAVEMENT EL. ELEVATION 18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENT OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT EW EXISTING WATER OF ALL VERTICAL CURVES. EX. EXISTING F.E. FOUNDATION ELEVATION 19) STANDARD UD-1 AND UD-3 UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON F.E.S. FLARED END SECTION PLANS AND FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY VDOT INSPECTORS F.F.E. FINISHED FLOOR ELEVATION F.H. or F/HYD FIRE HYDRANT 20) UPON BRINGING THE STREET TO APPROXIMATE ELEVATION THE CONTRACTOR SHALL CAUSE SOIL F/L FIRE LINE SAMPLES FOR CBR DETERMINATION TO BE TAKEN AT A MAXIMUM INTERVAL OF 300 FEET F.W. TOP OF FOUNDATION WALL MEASURED ALONG THE STREET CENTERLINE. THE CBR OF EACH SAMPLE SHALL BE G.V. GATE VALVE DETERMINED AND THE AVERAGE CBR SHALL BE USED TO DETERMINE THE PAVEMENT HORIZ. HORIZONTAL STRUCTURE REQUIREMENTS. THE PAVEMENT MATERIALS AND THE AMOUNT THEREOF AS INV. INVERT SHOWN ON THE TYPICAL STREET SECTION MAY BE MODIFIED BY THE RESULTS OF THESE IRS IRON ROD SET TESTS IN ACCORDANCE WITH VDOT STANDARDS AND IF APPROVED BY THE VDOT ENGINEER. LAT. LATERAL A COPY OF ALL SOILS TEST RESULTS SHALL BE SUBMITTED TO THE SUPERVISING ENGINEER LT. LEFT PRIOR TO THE PLACING OF ANY BASE OR SUBBASE MATERIAL. M/H MANHOLE MIN. MINIMUM 21) INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, NE NORTH EAST REQUIRE UNDERCUTTING OR SUBGRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB- NW NORTH WEST DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND P.C. POINT OF CURVE UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE P.I. POINT OF INTERSECTION CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. P.T. POINT OF TANGENTPVC POINT OF VERTICAL CURVE 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVI POINT OF VERTICAL INTERSECTION OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PVT POINT OF VERTICAL TANGENTPVMT. PAVEMENT 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R R.D. RADIUS DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE RT. ROOF DRAIN COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING SAN. RIGHT WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SEW. SSEW. SANITARY SEWER THE OFFICE OF THE COUNTY ENGINEER. or STD. SEWER STANDARD 24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES. STM. SEW. STORM SEWER SE SOUTH EAST 25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE SW SOUTH WEST IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. S/W SIDEWALK S.F. SQUARE FEET 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY STIR. STRUCTURE PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED T.B. TOP OF BANK IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL T/C TOP OF CURB T/P TOP OF GRAVEL PAVEMENT EXISTING PROPOSED ROAD CENTERLINE CURB TAPER SIDEWALKS El CONCRETE PAVEMENT 171 GRAVELSURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB st ST STORM WATER LINE - - - - PROPERTY LINE STORM SEWER - - 2900 - - - - 2960 - - INDEX CONTOUR - - 2898 - - - - - 2696 - - - INTERMEDIATE CONTOUR 2676.3 2693.66 x _1_X SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. TPD TRIPS PER DAY WATER SERVICE AND METER 27) ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT U/G UNDERGROUND SANITARY SEWER LATERAL AND CLEANOUT VERT. OVER SIDEWALKS. VERTICAL W/L WATERLINE ss SS SANITARY SEWER LINE X-ING 28) ALL HANDICAP PARKING SPACES AND ACCESS ISLES SHALL COMPLY WITH ADA STANDARDS OF CROSSING ACCESSIBILITY. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE she ❑HE OVERHEAD ELECTRIC LINE SLOPE GREATER 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. SEE SHEET C-05 FOR SPOT ELEVATIONS DETAILING CROSS SLOPES FOR ACCESSIBLE uge UGE UNDERGROUND ELECTRIC LINE PARKING SPACES AND ADJACENT ACCESS ISLES. SEE SHEET C-06 FOR DETAIL OF ACCESSIBLE SIGNAGE. oht ❑HT OVERHEAD TELECOM LINE ugt UGT UNDERGROUND TELECOM LINE w W WATER LINE VDOT General Notes VDOT General Notes (Continued) gas GAS GAS LINE V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards the Virginia Erosion and Sediment Control P J 9 P P (VDOT) 9 P 9 V17. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. Y Y 9 Y 9 P tY P Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform Traffic V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Control Devices. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility and testing of the density control strip. of the developer. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified VDOT prior to initiation of work. otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and inspection. condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. be determined by the engineer and approved by VDOT. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to affected by this project shall be maintained through construction. be given by VDOT after grading is mostly complete. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V24. Approval of these plans shall expire five (5) years from the date of the approval letter. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the that vicinity until an adequate design can be determined by the engineer and approved by VDOT. foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in engineer and approved by VDOT. accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfll in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: p(1Tp�*c�, U JONATHAN F. GARBER > No. 038568 �,05/26/20. 'Iv`StONAL '0� ARCHITECT NAME/SEAL: w 0 � z u F o z W z v� o m NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GENERAL NOTES DRAWING NUMBER: C-02 5c. an N0 TM 59-16A IVY HILL GARDENS, LLC DB 5002/71 MULTI -FAMILY RESIDENTIAL WOODED SLOPE MIX OF DECIDUOUS AND EVERGREEN STEEP SLOPE OVERLAY / z EVERGREEN MAC A OLIA DEMOLISH AND REMOVE EXISTING MIXED \� DECIDPLIS BED Z / DEMOLISHAND REMOVE EXISfING DOGWOOD X3 DEMOLISH AND REMOVE / EXISTING CONCRETE WALK TM 59-15 / IVY ROAD RE, LLC DB 5123/91 Inst 201800013717 FEMA Flood Zone X 51003CO265DI 2/4/05 Samuel Miller Magisterial District TM 59-15B el HALLAM ROTH DB 4263/729 SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. !° IVY ROAD US ROUTE 250� 80' R/W APPROX. SEPTIC LINE LOCATION TYP. 3 EXISTING SITE \ ENTRANCE/EXIT \ DEMOLISH AND REMOVE EXISTING FENCE ao TM 59-15 JERRY D BENINATE DB 1654/396 RESIDENTIAL -MOBILE HOME GENERAL NOTES: 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC. WIZ 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC. 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK !1 J U Q RESERVOIR WATERSHED. v 4. THE SITE IS ZONED C1 COMMERCIAL. 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS E" DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. --` z FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 zW 6. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT FIELD SURVEY. z 7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE � NOTED. .. 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE �� 3 PRESERVED. � � A EASEMENTS OF RECORD: (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, o ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. FIRM INFO: -NOT PLOTTED Lineage Architects, P.C. 991 DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH P.O. Box 98 Lee Highway GIVEN. -NOT PLOTTED Verona, VA 24482 ELECTRIC EASEMENT RESERVATIONS: Phone: (540) 248- 3771 Fax: (540)248-16281628 Email: info®lineagearch.com DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT ENGINEER NAME/SEAL: \ PLOTTABLE. DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING Tx of PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE� �GlA VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: U JONATHAN F. GARBER a No. 038568 DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS t05/26 /20 '-'� CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. IONAL DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. WATERLINE EASEMENT: ARCHITECT NAME/SEAL DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A RELEASE TO RIGHTS TO A SPRING. \ ACCESS EASEMENT: DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. BENCHMARK IRON PIN ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. ELEVATION DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. 1098.31' i AREA OF RESTRICTED USE: \ DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF \ ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING FOR HOGS OR GOATS). SHOWN HEREON. EXISTING CONDITIONS SCALE: 1 `20 i W W 1 I U � � z Q Lzj ti a W C7 4M M U I� NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXLSTINGCONDITIONS DRAWING NUMBER: C-03 GENERAL NOTES: s 11 31 01 s II 3 3 I. 20 ti z z z �6y SAS 5� GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. z 80 I 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS SHOWN ON THIS PLAN. 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE 250. 4. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). 5. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES TOTAL NUMBER OF EMPLOYEES = 4 6. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. 7. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. ALL ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL CONFORM WITH ADA DESIGN STANDARDS FOR ACCESSIBILITY. CROSS SLOPES OF ACCESSIBLE PARKING SPACES AND ADJACENT ACCESS ISLES SHALL NOT EXCEED 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 11. SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. PARKING CALCULATIONS TABLE AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING MEDICAL OFFICES BUT NOT DENTAL CLINICS) REQUIREMENT: 1 SPACE 1200 SF OF GROSS COMMERCIAL OFFICE SPACE WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE MAXIMUM NET FLOOR AREA USED. NET PLANS APPROVED BY KHRISTOPHER TAGGERT MAY 22, 2020 NET SF OF OFFICES ONLY: 1,730 sf 73 90 =8.65=9 TOTAL SPACES REQUIRED = 9 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C) OVERALL SITE PLAN SCALE: FB2M INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: �j,I,TH pF zw �1 U JONATHAN F. GARBER v No. 038568 A05/26/2Qj, ' K;1101VAL S� ARCHITECT NAME/SEAL: w a o a >. f^1 rn W NO. I REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: OVERALL SITE PLAN DRAWING NUMBER: C-04 AZ / /QI a jm 0 / I i O I � / I O � S� � EXISTING STONE WALL i —1 I F`2 EXISTING EXISTING ,/ / BRICK TERRACE V / \ OUTBUILDING 6 OAK LEAF HYDRANGEA PROPOSED - \ \ Dogwood / TERRACE j 8 PLUM YEWOAE i PROPOSED \\ \\ BlackWalnutj ADDITION 1 WITCHHAZEL / D I 1 \\\\ \\WOOD SCREEN FENCE /t HVAC \\ RILL. I \� WOOD SCREEN FENCE' \------- --- / / EXISTING BUILDING I * \ / HYPHEN j D. S. TAVERN n I I \ / \\ t U --I i!.� --- --- � � H.C.1 I � PARKING / � � j _ / , / UMMER 7-" I D PARKING 1 SPACES v,. \\ Dogwood rtle � Crapemyr$e �PARKINU� 1 SPACE 7-1 OD At/ j \ Jam/ / \\ O / / / / THRESHOLD E 3 BLACK HAW 4 RHODODENDRON 1 YELLOWWOOD 1 \\ 1 HOLLY \ I \ I \\ TP 2 SWEETBAY Dogwood I� Oak / OHE TIMBER / GUARDRAIL WINTER / JASMINE XISTIN \ EXISTING t 1 STEWARTIA 4 BOXWOODS LSWEEY BOpC 4 AUCUBA �J STEPPINC,�TONES 41 CRUSHED STONE DRIVE AND PARKING 2 CRAgEMYR .,\ j \ FLUSH STONE THRESHOLD _ ST_J HNSWORT T I �00 l / D PARKING 3 SPACE I \ I QD�D I � I I O�0 I I I 3 FRINGETREE \\ SETggCe- / OVEgM'C,16 EPN - \ ONE Pin— i SPACE I� I� DA COMPLIANT RAVEL GRID / � �00 S EPPING STONES / -/ o00 HOPHORNBEA% U -----------W------------ FLUSH STONP THRESHOLD 1_0 �0InCl)1SHUMAf D OAK �o Ir 1 SERYICEBERRY nQ 3 BO EBRUSH BUCKEYE I ' I TP 8' Ev. Magnolia Dogwood j ogwood (\ Dogwood \ I 34"Tulip Poplar aEXISTING SIGN Arborvitae / \hedges;� / 15o'.c 5BAYBERRY 1 / 3DOGWOODi/ 6 PRAGUE VIBURNUM ----2 HOLLY RED CEDAR SMOOTH WITHEROD r r Hemlock / U�. i. i i ,rborvitae) i edge/ f� / / MONROE AND CROCKER. PC LANDSCAPE ARCHITECTURE I SITE PLANNING I ARCHITECTURE POST OFFICE BOX 722. FLINT HILL, VA 22627. TEL: 540.636.4SOS D.S. TAVERN, ALBEMARLE COUNTY, VIRGINIA SPRING 2020 PLANTING SCHEDULE FOR 26 MAY 2020 RE -SUBMISSION FOR ARB D. S. TAVERN 3449 IVY ROAD CHARLOTTESVILLE, VA 22903 CURRENT FIELD SURVEY RECORDED BY: JONATHAN GARBER, PE LINEAGE ARCHITECTS, P.C. PO BOx 991 98 LEE HIGHWAY VERONA, VA 24482 P: 540-248.3771 E: JGARBER@LINEAGEARCH .COM FEBRUARY 3, 2020 KEY EXISTINGTREE Name l TO REMAIN POWER POLE OHT OVER HEAD TELEPHONE OHE OVER HEAD ELECTRIC TP TREE PROTECTION FENCE SITE LIGHTING x FA T FB €� FC FD ROSA T. CROCKER Geri, No 364 MONROE AND CROCKER, P.C. LANDSCAPE ARCHRECTURE-Srm PIANNING-ARCHITECTURE P.O. BOX 722 FLINT HILL, VIRGINIA 22627 TEL. (540) 636,4505 E-MAIL: MCPC@MONROECROCKER.COM Rhododendron.chinoides,,,,,,,,,,,,,,,,,,,,,,,,,,Chinoides Vihurnumnudum..wntelthur'._ ,.... Rhododendron........;._.. Winterthur Smooth Wtherod 4......TBD... Cont,;, TBD.. 8 TBD , ContTBD SCALE: 1" = 10' kf!!!!(!mA.!?9e!!Se..................................... Pra9t!e Vbernum...............E.....�......TBD..i..CQ4t.E. ............................................ .................. ...................... ..................... ;................. SLJahns M...............;. TSP....;...T.B.P.....COnt.i.T�.R.. TBD.. .,....................... DRAWN: RC, EB ........... I ............ Sur>imoahuma5...................... ..................... Swe.09y.................... ..T131)....T0. 101A.. r5.R.. PROJECT#: 613.01 Sod r Seed & Straw € TBD PLANT HEALTH NOTE ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED LANDSCAPE MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLAN N O R T H SCALE: 1 ' = 10' I SHEET: 0' 10' 20' 30' C*4O,'A s IN 3 3 U� 20 ti GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 40 TING BRICK PATIO EXISTING 1 STORY HOUSE / EXISTINN POND / ^ 0-02 +0.01 +0.031 +0.04 +0.0 0. +0.15' +0.12 +0.03 / +0.00 +0.00 +1. +0.43 +0.04 .01 +0.00 +0.00 + . 7 .02 +0.04 01 +0. / +0.00 +0.00 +0.0 7.72 \+0 +0.03 .01 +0.01 / �0.00 0.00 + 0.00 0.00 + 0.00 0.00 +-- .01 0 01\ +A+l 0.0 / / + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + .01 + 0.00 + 0.00 + 0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + . 0 +0.00 'k0.00 +0.0 i 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00 0.00 0.00�0.00 + 0.00 1 + ++++++++'+ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 0.00 \+ 0.00 0,00 +0.00 .00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 00 + 0.00 Q.00 +0. 0� + 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00. 0.00 0 / +1 0 00 + 0.00 +0 .00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + + 0.00 + 0.00 + 0Q + O.a +WOO +o.00 +0.00 +0.00 +0.01 +0.00 +0.00 +0.00 +0.00 �.00 + .00 +0.00 +0.00 +0.00 +O.q + .00 + 0.00 + 0.01 + 0.01 + 0.03 + 0.01 + 0.00 + 0.00 + 0.00 + 01.00 + 0.00 + 0.00 + 0.00 + 0. .0 + 1 +0 .06 + 0.27 + 0.05 + 0.00 + 0.00 + 0.00 + .00 + 0.00 + 0.00 + 0.00 + 0. 0 'U.00 +0.01 +0. 113 + 5 +0.16 +0.01 +0.00 +0.00 0.00 +0.00 +0.00 +0.00 + .0 + 0.00 + ; 0.00 + 0.01 + 0.02 0 + 4,26 + 0.02 + 0.01 +0.0� +0.00 +0.00 + 0.00 + 0.01 + .01 + 00 +0.01 +0.01 +0.02 + . 8 +0.47 +0.14 +0.01 +0.01 +0.01 +0.01 +0.01 +0.01 +0.02 +0.¢1 �+0.01 +0.01 +0.02 .06 +0.11 ' +0,06 + .02 U. + .01 +0.01 +0.02 +0.02 +0 3 +0.03 + 01 + 0. 1 + 0.02 + 0.0 0.07 + 0.06 + 0.04 0.Q2 + 0.01 + + 03 + 0.08 + 0.10 0.2 + 0.06 + 2 +0.02 \ 0.04 + +0.12 +0.05 +0.03 +0.02 " -02 +0.03 +0.12 + .84 +0. Ft + .47 3 + 0 3 0�. + 4 + 0t07 .1. + 0.08 + 0.05 + 0.03 + 0.03 , .04 _ + ,+ , 0.18; 84 + .20 + 0. + + 0 .13 + Q.07, + 1 + 0.37 + 0.09 + 0.06 + 0.05 5 + O.j4 + 1 + 074 + 0.65 05 0. 0.64 #0.1A + 0. .23 + 0.45 + 0. 2 0. + 0.11 + 0.08 + T �8 + 0.09 + 5 + 0.22 + 0.30 .24 + + 0.4 6.25 ;+ 0 �33 + .2 0. + 0.88 + + 0.76 + 0.2 + .18 +` 0. 3 + 0.09 .13 + 0.12 + 0.16 + .65 0. 1 +3. +1.09 1. 5 8.2 +2.56 +0.43 .57 + 7 +0.1 0.25 +0.09 +0.08 + .07 + 0.00 0.01 + 0. EXISTING 2 STORY + + 1.7 1 + + 0.97 + 9 0. .04 .17 HISTORIC TAVERN .95 + + 0.00 0.01 + 0.02 0.0 + .1 1612 SF + + 3. • + + .58 1.6 + + 0 0. +0.01 +0.01 +0.04 +0.17 + 4• PROPOSED + +5+ +5. +0 +0. + + 0.01 0.03 + 0.15 + 1 STORY + + O. O. .39 ADDITION 1 STORY +0.11 O.00 424 SF BLDG + OPOSED 230 SF 2 STORY ADDITION 979 SF \ PROPOSED TERRACE \ +0.02 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + .00 +0.00 +0.00 +0.00 +0.00• +0.00 +0.00 +0.00 +0.00 t01 1 + . 0 1 Q6.� 0. +0.02'0.00 i +0. +0.04 \0. +0.00 + . 3 0.01 +0.04 0.05 +0.01 +0:00 +0.10 +0.01 +0.12 +0.01 +0.12 : +0.01 +0. 96 LIGHTING FIXTURE QUANTITIES: (2) ASPEN LED 12v LED UPLIGHTS BY HYDREL (10) LIL LED PATH ACCENT LIGHTS BY LITHONIA (2) COLONIAL ASHLEY HOUSE COACH WALL MOUNT LANTERN BY AUTHENTIC DESIGNS (2) L-1613B BY DEEP LANDING WORKSHOP (2) MORRIS LIGHT BY ANN - MORRIS (AS PROTECTED PORCH LIGHTS) LIGHTING NOTES: 1. ALL LIGHTING MEETS THE TIMING, GLARE, CUTOFF, INTENSITY, AND COLOR STANDARDS OF ALBEMARLE COUNTY. 2. PHOTOMETRIC MODEL PREDICTS 0.0 fc AT PROPERTY BOUNDARIES. 3. NO TALL POLE MOUNTED LIGHTING IS PROPOSED FOR THIS PROJECT. SITE LIGHTING PLAN FU M INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: (JOW TH OFD THAN F. GABBERvof No. 038568 5/26/2OAv SjONAL ARCHITECT NAME/SEAL: > a oCon a } NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: SITE LIGHTING PLAN DRAWING NUMBER: C-04 B 3 3 TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nossle Gallons/Acre Anionic 7:1 Coarse Spray 1,200 Asphalt Emulsion Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion 7:1 Coarse Spray 450 (Non -Traffic) Acrylic Emulsion 3.5:1 Coarse Spray 350 (Traffic) Source: Va. DSWC ti TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Mulches Per Acre Per 1000 sq. ft. Notes 1 - 2 tons (Minimum 2 tons Free from weeds and coarse matter. Must be Straw or Hay for winter cover) 70 - 90 lbs. anchored. Spread with mulch blower or by hand. Fiber Mulch Minimum 1500 lbs. 35 lbs. Do not use as mulch for winter cover or during hot, dry periods. Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Free of coarse matter. Air-dried. Treat with 12 lbs Wood Chips 4 - 6 tons 185 - 275 lbs. nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Free of coarse matter. Bark Chips or Air-dried. Do not use in fine Shredded Bark 50 - 70 cu. yds. 1 - 2 cu. yds. turf areas. Apply with mulch blower, chip handler, or by hand. When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs. / ac. or 45 lbs. 11000 sq. ft. NOTE: SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. �,111 111 1 1,111 110.00, GRAPHIC SCALE za I I za I ea GRADING/E&SC PLAN ( IN FEET ) 1. inch = 20 ft. - 1' GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30). ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY. THE PLAN'S APPROVAL WILL BE REVOKED. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF SITE BORROW OR WASTED AREAS), THE CONTRACTOR SHALL SUBMIT SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE. ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR AN ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA. ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE. ES-13: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA (CBPA) OR 10,000 SQUARE FEET OR GREATER OUTSIDE THE CBPA. FOR MORE INFORMATION VISITTHE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx E&SC LEGEND N0. TITLE KEY SYMBOL 3.03 CONSTRUCTION STABILIZATION AD CIS i 3,Q5 SILT FENCE 3 07 STORM DRAIN INLET PROTECTION 3 08 CULVERT INLET PROTECTION 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.39 DUST CONTROL TOPSOIL STOCKPILE TS Ts PS ---Q-- �Ir� tj Lineage Architects, P.C. P.O. Box 991 98 Lee Ilighway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: � 'TH OF7N U JONATHAN F. GARBER v No. 038568 to3/26/20t, ' KjOIVAL S� ARCHITECT NAME/SEAL: a � a o a L7 ^ w NO. I REVISION/ISSUE I DATE JOB NUMBER: 19066 DATE: DRAWN BY: M U MU APPROVED BY: DC Dc TSSP TssP MAY 26, 2020 JMT JFG DRAWING DESCRIPTION: GRADING/E&SC PLAN DRAWING NUMBER: C-05 Source: Va. DSWC i i 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT ROLLER IN TWO EQUAL LIFTS III III III III III III / III III III III III III III NOTE: L THIS DETAIL SHALL NOT BE USED FOR EXISTING SOIL COMPACTED TO ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL HEAVY DUTY GRAVEL DETAIL SCALE: NTS CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y (15' DEPTH) OR INCREASED AS MUCH AS X (21' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED, STANDARD CG-3 IS REQUIRED. ACCEPTABLE ALTERNATNE IF CURB IS EXTRUDE" SPECIFICATION STANDARD 6" CURB REFERENCE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-2 DETAIL SGALE: NTS CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. �; IN@MII i III�I FLOW 3. ATTACH THE FILTER FARIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXACAVATED SOIL. �J FLOW EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FILTER FABRIC SILT FENCE DETAIL SGALE: NTS �IIII WIRE CURB / EDGE RESTRAINT SOLDIER COURSE 90 DEGREE HERRINGBONE PATTERN A 1 v SOLDIER COURSE EDGE WITH 90 DEGREE HERRING BONE PATTERN PAVER PLAN AND SECTION SGALE: NTS DRAWING NO. ICPI-42 SCALE F.S. STANDARD ALUMINUM SIGN ALUMINUM "VAN-AGGE551BLE" SIGN 2"X2" STL. TUBE, EXTEND 2'-0" INTO GONG. FILLED PIPE 6" DIA. 5TD. STL. PIPE FILLED WITH GONGRETE #6 BARS EAGH WAY THRU PIPE 0.1I RESERVED PARKING & 0 PENALTY $IDEWE OW AWAY 20N AWAY kjfVAN-ACCESSIBLE HANDICAP PARKING SIGN SGALE: NT5 Y 1 0 _I PRECAST CONCRETE OR CUT STONE CURB CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS 1" TO 1 1/2" (25 TO 40 MM) BEDDING SAND GEOTEXTILE 12" (300 MM) WIDE, TURN UP AGAINST CURB COMPACTED AGGREGATE BASE GEOTEXTILE AS REQUIRED TURN UP AT SIDES OF BASE . Y I III. • .' 1 COMPACTED SOIL SUBGRADE COMPACTED AGGREGATE OR CONCRETE BEDDING NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF CONCRETE PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. DRAWING NO. STREET PAVEMENT WITH FULL -DEPTH ICPI-51 PRECAST CONCRETE OR CUT STONE CURB SCALE F.S. 0 140 FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: $��tiTH pp �* U JONATHAN F. GARBER > No. 038568 SOS/26/20,", 'Iv`SjONAL Yl G ARCHITECT NAME/SEAL: Q v > U w FF- W �^ ti V1 7 7 W � v L� NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: CONSTRUCTION DETAILS DRAWING NUMBER: C-06 INTERNATIONAL SOCIETY OF ARBORICULTURE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 MM (1-2 IN.) HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) u 50 MM (2 IN.) MULCH. DO NO PLACE — MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX MULCH RING 1800 MM (6 FT.) / DIAM. MIN. 2400 MM (8FT.) DIAM. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP ? " " HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL • B&B TREES IN ALL SOIL TYPE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREE PLANTING DETAIL SCALE: NTS TREE FENCING AND ARMORING DETAIL 5( ALE: NTS DRIP LINE PROTECTIVE DEVICE n MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING i MIN 5' WHERE DRIP LINE IS LESS THAN 5' w CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: NTS 0 wH� rTu a z Woo a z1ftor Z !=�4 Ce ; FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: TH OF JONATHAN F. GARBER Y No. 038568 t05/26/20, % „1!&70NAL SV ARCHITECT NAME/SEAL: NO. I REVISIONASSUE DATE JOB NUMBER: 19066 I DATE: MAY 26, 2020 I t1Ji7 MKI I. I lm APPROVED BY: JIG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: C-07