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ARB202000077 Plan - Approved 2020-08-21
00 �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 BY 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 p� A-600.0 PROPOSED ELEVATIONS _ MATERIALS KEY MATERIALS KEY l� Q 5/26/2020fC-04A ;-fl f I FS ri st o her T art. D i i to I ll at ire -01 TITLE SHEET -03 GENERAL NOTES 03 EXISTING CONDITIONS 7 �i7�T+ 7 F05 DESIGN, L.L.C. ARCHITECTURE - INTERIOR DEMON ,�' Approved Plan - 04 OVERALL SITE PLAN LANDSCAPE PLAN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E. info®fgs—a:com T: 646-470-8528 F: 212-637-7323 WWW.FdS—A.COM C-04B SITE LIGHTING PLAN � � C-05 GRADING/E&SC PLAN of Record si other licensed design The professional shall professional shall be responsible to obtain all necessary .� �It 1 1 1 a C-06 CONSTRUCTION DETAILS ry G—Or7 permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, FGS DESIGN, DErI�AIL�y LANDSCAPING S LANDSCAPIN L.L.C. Drawings, specifications and other documents prepared by FOS DESIGN, L.L.C. are the instruments of the designers service and shell remain the property of the designer, whether or not the project for which they CI 'y are intended is constructed or not. The designer's J 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. DS TAVERN 01 SITE CONSTRUCTION DOCUMENTS it" ALBEMARLE COUNTY VIRGINIA H LINEAGE O: #19066 INDEX OF SHEETS DESCRIPTION SHEET NO. TITLE SHEET .................... C-01 GENERAL NOTES ............................ C-02 EXISTING CONDITIONS....... ....... C-03 OVERALL SITE PLAN ....................... C-04 LANDSCAPING PLAN (BY OTHERS). C-04 A SITE LIGHTING PLAN ......................... C-04 B GRADING / E&SC PLAN ............. .... ..................... ....................... C-05 CONSTRUCTION DETAILS ................. C-06 LANDSCAPING DETAILS ............... .. ................... ........................ ... . ...... C-07 DESIGNER: DEVELOPER: LINEAGE ARCHITECTS, P.C. ATTN: JON GARBER P.O. BOX 991 98 LEE HIGHWAY VERONA, VIRGINIA 24482 PHONE: (540) 248-3771 TO BE DETERMINED '4 Z6'.f-k 1;1 %a 4 rp F-- r ArjrgrnsR,a pd F'IA n .LIgLI st 20. 2020 VICINITY MAP (SCALE 1:1000) SET REVISIONS 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. hristopher T agg art Wiz �o F u Q wa z a zuz a A 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: X*-0LTH OF"� VON U JONATM F. GABBER a No. 038568 K&I01VAL 07/13/2 ARCHITECT NAME/SEAL: I I SITE SUBMITTAL 1 7/13/20 NO. I REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 Digits I Sigh attire DRAWN BY7 JMT APPROVED BY: JFG 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 a 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 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 T CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. y 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. y 4) ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS. y 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 OF ALBEMARLE COUNTY. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE ALBEMARLE COUNTY MUNICIPAL WATER SYSTEM SHALL BE J I CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ I STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND F THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. a y I 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF ylTRANSPORTATION. I 7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD a DRAWING PB-1. 8) ALL RIGID PIPE BEDDING (CONCRETE, CEMENT LINED DUCTILE IRON PIPE, ETC.) = SHALL BE CLASS C, UNLESS NOTED OTHERWISE ON THE PLANS. 3 9) ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VDOT RIGHTS -OF -WAY y 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 01 REFUSE DEBRIS DERIVED FROM ANY SOURCE 11) SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE 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 F'LUS UK MINUS 2 HEKUEN I AGE F'UIN 15 OF UF' 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 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 0 F MAXIMUM DENSITY A DETERMINED BY THE STANDARD PROCTOR TE T I 95/00 U S S SS s AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS ylOF 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 yl AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON T RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. y 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 3 3 (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. 5 (B) BACK -FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 15) COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT a AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: vl T (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT yl PFR 5M I INFAI FFFT i (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT 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 SIW SOUTH WEST IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. S.F. SIDEWALK SQUARE FEET 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY STR. STRUCTURE PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED T.B. T/C TOP OF BANK IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL TOP OF CURB T/P TOP OF GRAVEL PAVEMENT EXISTING PROPOSED ROADS ROAD CENTERLINE CURB TAPER SIDEWALKS CONCRETE PAVEMENT GRAVEL SURFACE BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB st ST STORM WATER LINE PROPERTY LINE STORM SEWER 2900 - - 2906 - - INDEX CONTOUR - - - 2898 - - - - - - 2898 - - - INTERMEDIATE CONTOUR x � SPOT ELEVATION 2876.3 2893.66 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 ohe ❑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 l 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 Safe and Health Administration OSHA and Virginia Occupational Safe & Health VOSH Rules and Regulations. PY P � P Safety (OSHA), 9 P Safety ( ) 9 Control Devices. V3. When workingwithin 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 Ian needs to be P P ry, P 9 P 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 an P P P P P Y 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)248-1629 Email: info@lineagearch.com ENGINEER NAME/SEAL: J,TH OF,n,%ML Vol U JONATHAN F. GARBER 9 No. 038568 S� 07/13/20 - ti `SIONAL F'�� ARCHITECT NAME/SEAL: a F � F a W 0 � ui u F - O O [z z w >_ z v] ° LL Q � M 3 �w I SITE SUBMITTAL 7/13/20 NO. REVISION/ISSUE DATE JOB NUMBER 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: GENERAL NOTES DRAWING NUMBER: C-02 { TM 59-16A IVY HILL GARDENS, LLC DB 5002/71 MULTI -FAMILY RESIDENTIAL y�0ry6�\� P / 'nl / 0M AXLE ELEVATION /1109.90' WOODED SLOPE MIX OF DECIDUOUS AND EVERGREEN GENERAL NOTES: ARBORVIT 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC. ° SCREENEMT 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC. F `\ \ 34' TULIP POP ; ;' , `, \ 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK � a ,LAR r + RESERVOIR WATERSHED. d a 4. THE SITE IS ZONED C1 COMMERCIAL. \a#�/,/ `` 1 j \ 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS + DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. ` z &1a \ FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4, 2005 ~� ° A IVY ROAD a 6. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT � ` US ROUTE 250 FIELD SURVEY. 3 \o( \ / cgn 801 R/W 7. ALL PLANT MATERIAL IS UNDER 6 CALIPER UNLESS OTHERWISE z - _ NOTED. ., / !- ------ DOGW00 \\ + ' '+- ------_ _ \'" I -' \ �, APPROX. SEPTIC LINE 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE \I�\PAVEMENT +CEI LOCATION TYP.3 EDGE OF ROADWAY 3, PRESERVED. +Ito ycj---------- EVERGREEN MA�C DLIA SEPTIC LID _ r��-- MINIMUM TURNING O — ° — _. _ S2F� RADIUS \ EASEMENTS OF RECORD: DEMOLISH AND REMOVENw + 1CLEANOUT 0 sdQ� EXISTING MIXED "� �' \ ' ` 1 (EASEMENTS AS KNOWN OR DISCLOSED NO TITLE REPORT FURNISHED, u i + + ,. °° EXISTING ITE r 1T3 + 1" rIDEMOLISH AND REMOVE j \ ``' ` II ENTRANCEI EXIT DECIDUOUS BED PROPERTruNE— ! ),i �� ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) DECIDUOUS MAGNOLIA Rzo.op �AII� it i r ri +' DEMOLISH AND REMOVE DEMOLISH AND REMOVE ; DEMOLISH AND REMOVE ` + ;' ; \ EXISTING FENCE VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: Y EXISTING+UTILITY POLE 7 + I EDGE OF DRIVE Rmoo EXISTING DOGWOOD X3[(i < 1 DEMOLISH AND REMOVE ~ f+` , L `; ?wuow' oBa \ •� �.. FIRM INFO: !� + � � OAK �e y, \; ` \ DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. / CT'�, M 2 DEMOLISH AND REMOVE' °PF qr by EXISTING CONCRETE WALK __ L3 J ri �— "So e q \ — Lineage Architects, P.C. +�lilr` \ + 5. '�P 2 + ``�.t �• EXISTING BIRCH G�� ��cF �\ _ - -NOT PLOTTED g 1`V� DEMOLISH AND REMOVE°0\ \ ' 1�00 P.O. Box 991 + &I`° \ ��/ r J� ! Y' ., �+ EXISTING FENCE i B Fold �_ \ DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250, NO WIDTH znr . X DEMOLISH AND REMOVE t ti �s� 98 Lee Highway f + S EXISTING ROSE OFSHARRON 2 L` �- �Rp, J�� ' � \ GIVEN. -NOT PLOTTED Verona, VA24482 +,�I��� DEMOLISH AND REMOVE \ x6 �•,( + � J- "�' .,, ' j '�.� � - � A +% EXISTING PATH EDGE h� J a k PAVEMENT i3�'&Irc HP \ J 'r'_,—_ �' /: / ; UTILITY ELECTRIC EASEMENT RESERVATIONS: Phone: (540) 248-3771 Fax: (540)248-1628 +\tn` DEMOLISH AND REMOVE % / 9� Email: info@lineageazch.com ;allir,+"&I` EXISTING PATH ,+` / \ GRAVEL DRIVEWAY''''r, + YI ONE STORY HOUSE y /k SHARED % \ DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING /zlo DooRlo2sr \ \ yy DRIVEWAY DOGWOOD' PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT ENGINEER NAME/SEAL: 1303 SF '� DEMOLISH AND \T EASEMENT ;' J O 10 r 2`b 4491/389 Y �`/ - \ PLOTTABLE. e REMOVE EXISTING eRi k \ NING WALL 4� I / OVERHEAD ° w 1A ./ ;' --+ /�^0� `. \ DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING LTH O / / ELECTRIC o \A�\ DEMOLISH AND REMOVE \ s� PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE D EIGHT: 2.00' gam/ / OgCy V / IXISTING REDCEDAR H 1 \ + \ V DEMOLISH AND REMOVE .r If iEXISTING DECK, PER - �, \ VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: BRICK 2a \ \ . U JONATHAN F. GARBER a y/�/ 2 STORY HISTORIC TAVERN PATIO / / \ ]` \O�. ARCHITECTURAL PLANS �;> No. 038568 \\\ ROOFTOP 126.T "�i / `f " \`�` \_ 1612SF + oFo �, Q / \ a DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS ° 4i DEMOLISH AND REMOVE k / Qs� / y4,/ as \ �,07/13/20 zzz:EXISTING EXISTING PORCH `', CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. POND DEMOLISH AND REMOVE ` / BRICK /� /\ y� Rc . DEMOLISH AND REMOVE 2b, WILLOWOAK \ ` ' DB 338/424 POLE LINE EASEMENT, 20' IN WIDTH CENTERED ON WIRES AS ` tONAL E� / I 1 \\ EXISTING PATIO y �o sToavBLDG - ` PATIO 4 DOOR 100.8'`DEMOLISH AND' �-'J EXISTING FLAG POLE \ CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. DEMOLISH AND REMOVE 7 \ ROOFTOP 230 SF + 1179 REMOVE DOGWOOD EXISTING HOUSE \ / / i + DEMOLISH AND REMOVE STORY HOUSE ( �'� EXISTING DOGWOOD WATERLINE EASEMENT: ARCHITECT NAME/SEAL: UTILITY POLE - I \ FF 101.94' RIDGELINE 113.25' �i� RAPE MYRTLE`. � / - �F +` \ DB 357/219 RIGHTS TO A WELL AND WATERLINE, IN EXCHANGE FOR A 00\ `\evo ejRaogoF 77� \ /\ �p oc�wooD + \ RELEASE TO RIGHTS TO A SPRING. CRAPE MYRTLE",,,I ACCESS EASEMENT: °RESTRICTED AREA" - \ ��/ _,Ap ? — \ ote TOBEKEPTF AN KIND; TO \ \ qb BLDG % _ ` �` `! � \ DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. OR PENS OF ANY KIND; TO BE STONE RETAINING USED ONLY FOR GARDENS AND - \ \--- + + ` ` �< MAX HEIGHT: 3.00 - > ,n + I BENCHMARK „ PASTURE (EXCEPTING FOR -1 '� - 7�" IRON PIN � ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. \ = 'x\\ ELEVATION OR GOATS) DB 2631230 DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. WOOD STAIRS \ \. \ STR \ / 32 WHITE PINE AREA OF RESTRICTED USE: \` x+Y i UTILITY POLE ` \ _ `✓ - ' + \ / DB 263/230 AREA DEFINED TO BE KEPT FREE OF BUILDING OR PENS OF - / + CRAP EMYRTLE ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE (EXCEPTING / \\ ,/ �. �, .� \ FOR HOGS OR GOATS). SHOWN HEREON. ' STEEP SLOPE OVERLAY �. `` `\ !� ✓ II \ ` `` \\ --` - ,o9p�- \ 4 v vy ) + a �IVY ROAD W US ROUTE 250 c� RW a a HP z _ s HOUSE - _ _ r E � c _ W — - ---- -- -- U ray' 7 F V1 W d WELL HOUSE a` J L� g\ I m �IJAPANESI MAPLE i I ✓"„ti. \ i � TM 59-15A,/ IVY ROAD RE, LLC DB 5123/91 Inst 201800013717 FEMA Flood Zone X 51003CO265D, 2/4/05 Samuel Miller Magisterial District TM 59-15B HALLAM ROTH DB 4263/729 SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. TM 59-15 JERRY D BENINATE DB 1654/396 RESIDENTIAL -MOBILE HOME r:YICTIKIr_ r0K1r)IT10K1Q AKIrI r1G11AOI IT10nI DI AKI SCALE: 1 `20' SIGHT DISTANCE AT IVY ROAD SCALE: 1 "=20' 1 SITE SUBMITTAL 7/13/20 NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXISTING CONDITIONS AND DEMOLITION PLAN DRAWING NUMBER: C-03 4' Z X Z Z Z GRAPHIC SCALE 20 10 20 40 ( IN FEET ) 1 inch = 20 ft. Z 80 OVERALL SITE PLAN SCALE: 1 "=20' GENERAL NOTES: WIZ 1. ALL RADII = 5' UNLESS NOTED OTHERWISE. 0 2. ARCHITECTURAL BUILDING DIMENSIONS SUPERSEDE BUILDING DIMENSIONS AS SHOWN Q ON THIS PLAN. 3. PAVEMENT AT ALL ENTRANCES SHALL MATCH THE EXISTING CROSS SECTION OF ROUTE a 250. x 4. THE MAXIMUM IMPERVIOUS SURFACE AREA ONSITE IS 3100 SF(0.07 ACRES). F' 5. PROPOSED SITE USE IS COMMERCIAL OFFICE ONLY. THERE WILL BE NO RETAIL USE, _- ` a EITHER GIFT, CRAFT, ANTIQUE SHOP, OR OTHERWISE. W TOTAL ACREAGE OF PROPOSED USE = 0.06 ACRES TOTAL NUMBER OF EMPLOYEES = 4 ZuZ 6. NO SITE LIGHTING IS PROPOSED FOR PARKING AREAS. �� 3 7. THERE ARE NO ADDITIONAL EASEMENTS PROPOSED FOR THE SITE. A 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. -i 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. FIRM INFO: 12. PER MARCH 19, 2020 EMAIL FROM TORI KANELLOPOULOS, NO TIER 3 OR TIER 4 PLANS ARE Lineage Architects, P.C. REQUIRED FOR SUBMITTAL. P.O. Box 991 98 Lee Highway PARKING CALCULATIONS TABLE Verona, VA 24482 Phone: (540)248-3771 AS PER 18-4.12.6 OFFICES, BUSINESS, ADMINISTRATIVE AND PROFESSIONAL (INCLUDING Fax: (540) 248-1628 MEDICAL OFFICES BUT NOT DENTAL CLINICS) Email: info@lineagearch.com REQUIREMENT: 1 SPACE 1200 SF OF GROSS COMMERCIAL OFFICE SPACE ENGINEER NAME/SEAL: WHERE GROSS COMMERCIAL OFFICE SPACE= 80% OF THE NET SF OF THE BUILDING FOOTPRINT OR AT THE REQUEST OF rtpLTH OF THE APPLICANT, THE ACTUAL NET OFFICE FLOOR AREA AS SHOWN ON � ��lA FLOOR PLANS SUBMITTED BY THE APPLICANT, DELINEATING THE ACTUAL NET OFFICE FLOOR AREA, WHICH PLANS SHALL BE BINDING AS TO THE JONATHAN F. GARBER a MAXIMUM NET FLOOR AREA USED. No. 038568 �7/13/20� NET PLANS APPROVED BY KHRISTOPHER TAGGERT MAY 22, 2020 �sIONAL NET SF OF OFFICES ONLY: 1,730 sf ARCHITECT NAME/SEAL: 1200- 73Q _ 8.65 = 9 TOTAL SPACES REQUIRED = 9 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C) WEEKLY TRIP CALCULATIONS: NOTE: INTENDED SITE USE IS LOW VOLUME COMMERCIAL PER APPENDIX F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD DESIGN MANUAL. DS Tavern Summary of Trip Generation Calculation For 4 Employees of General Office Building June 09, 2020 Average Standard Adjustment Driveway Rate Deviation Factor Volume O Avg. Weekday 2-Way Volume 3.32 2.16 1.00 13 7-9 AM Peak Hour Enter 0.42 0.00 7-9 AM Peak Hour Exit 0.06 0.00 1.00 1.00 2 0 00 7-9 AM Peak Hour Total 0.48 0.71 1.00 2 3 4-6 PM Peak Hour Enter 0.08 0.00 1.00 0 4-6 PM Peak Hour Exit 0.38 0.00 1.00 2 � Z 4-6 PM Peak Hour Total 0.46 0.70 1.00 2 W vi a Saturday 2-Way Volume 0.54 0.80 1.00 2 Saturday Peak Hour Enter 0.05 0.00 Saturday Peak Hour Exit 0.04 0.00 1.00 1.00 0 0 / . on Saturday Peak Hour Total 0.09 0.31 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation.Engineers Trip Generation, 7th Edition, 2003. U F--i TRIP GENERATION BY MICROTRANS F 04 F ' Summary of Trip Generation Calculation �Uv] For 1.73 Th.Gr.Sq.Ft. of General Office Building rn W �J June 17, 2020 a M ^ P U W M Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 11.01 6.13 1.00 19 7-9 AM Peak Hour Enter 1.36 0.00 1.00 2 7-9 AM Peak Hour Exit 0.19 0.00 1.00 0 7-9 AM Peak Hour Total 1.55 1.39 1.00 3 4-6 PM Peak Hour Enter 0.25 0.00 1.00 0 4-6 PM Peak Hour Exit 1.24 0.00 1.00 2 4-6 PM Peak Hour Total 1.49 1.37 1.00 3 1 SITE SUBMITTAL 7/13/20 Saturday 2-Way Volume 2.37 2.08 1.00 4. Saturday Peak Hour Enter 0.22 0.00 1.00 0 NO. REVISIONASSUE DATE Saturday Peak Hour Exit 0.19 0.00 1.00 0 Saturday Peak Hour Total 0.41 0.68 1.00 1 JOB NUMBER: 19066 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. DATE: MAY 26,2020 TRIP GENERATION BY MICROTRANS DRAWN BY: JMT AVERAGE DIRECTION OF TRIPS APPROVED BY: JFG DIRECTIONAL FACTOR FOR US 250 FROM DICK WOODS RD. TO US 29 :.689 DRAWING DESCRIPTION: AVERAGE DAILY DRIVEWAY VOLUME: 19+13 = 32+2 =16 OVERALL SITE PLAN DRIVEWAY VOLUME x DIRECTIONAL FACTOR: 16 x .689 =11 DRAWING NUMBER: EAST -BOUND DAILY TRIPS : 11 � _ O� WEST -BOUND DAILY TRIPS: 5 'T POST IN 1 X CEDAF E GRADE OUTSIDE SET BOTTOM RAIL ABOVE GRADE 3" MINIMUM �- GRADE /� y N / ET IN CONCRETE i iI ; LATTICE SCREEN TO BE STAINED PER i LAN08CAPE ARCHITECTS SPECIFICATION. LATTICE SCREEN POST' 1 5 BAYBERRY 3 SWEET SHRU \he go If rvita \ \ \ EXISTING ` BUILDING / / / / EXISTING BRICK TERRACE / / 8 SMOOTH WITHEROD 3 RED CEDA 2 HOLL / / / i / / a" Ev. Me j SERVICEBERRY 3 BOTTLEBRUSH I / 1 SHUMARD OAK - FLUSH STONE TMI 1HOPHORNBEAM \ ADA COMPLIANT Dec. Magpolia GRAVEL GRID — \ /\\ \\ I Amgrvitae) fledge / / l Crapemyrtle I ° 1 \°�D wo 1 Do� I i gwood EXIS,T(NG SIGN `\ I ` 34" Tulip Poplar ) O 1 � / Cra rile 0 \ i D / IE: n \ L Y F9ys <iycc \h�OY \F , \ /`\ SOP. �j iPICEBUSH 3 FRINGETRE P /\ ARKrHG•3SP �0 � , r CRUSHED STONE DRIVE AND PARKING 4 AUCUBA ST. HNSW -4 BOXWOOD —2 CRAIPFMYI STEPP 1 WITCHHAZEL� ' "RESTRICTED AREA" ' TO BE KEPT FREE OF BUILDINGS 8 PLUM YEW - OR PENS OF ANY KIND; TO BE USED ONLY FOR GARDENS AND PASTURE WOOD SCREEN FENCE (EXCEPTING FOR HOGS OR GOATS) WITH REMOVEABLE PANEL HYPHEN / DB 2631230 ` 'SUMMER R / OAK LEAF HYDRANGEA POP SED // KITCHEN .` / ADDITION / ' r. ---_- _ EXISTING STONE WALL / OVERLAY OF STEEP SLOPES PROPOSED TERRACE / \ / Dogwood 0- j 2 SWEETBAY 1 HOLLY O1 YELLOWWOOD 0 4RHODODENDR 3 BLACK HAW— _)FLU) SH STONE THRESHOLD P A C� S qkc� OF , 1 / 1 I r MONROE AND CROCKER, PC LANDSCAPE ARCHITECTURE I SITE PLANNING I ARCHITECTURE POST OFFICE Box 722. FLINT HILL, VA 22627 . TEU 540.636.4505 D.S. TAVERN IVY RD. ALBEMARLE COUNTY. VIRGINIA FALL 2020 PLANTING SCHEDULE FOR 14 JULY 2020 ARB RE -SUBMISSION BofaniralName Common Name Qty Size Root; O.C. LARGE TREES Gadrastrskentuckes Yellowwood 1 22.5"cal B&B Ilex opaca American Folly 3 8.10' ht B&B VIF Junipems virginiana Eastern Redcedar 3 6S' ht B&B VIF ............. Magnolia vitgintana ............... ........... I........ .....o-......................... Sweetbay Magnolia . . .........._........................................................ 2 6-8' ht ........a................... B&B VIF Ostryawiginiana Hophombeam ------------------------------------- 1 22.5"cal B&B Quercusshumardii Shumard0ak 1 22.5"cal B&B A............ _ ...................................................SMALL TREES .................................. .. ...... ........ ....... .................................... Amelanchierx grandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry 1 6-8:ht B&B o .................................................................. Chionanthus 0grnicus ..........................................o-. Fringetlee S 3 4.6' ht B&B p VIF ... .................... Comus flodda Flowering Dogwood r 3 ...... 6-8' ht B&B VIF .................................... ............. Lagerstroemia indica 'Natchez ........................... ..................... Natchez Crapemyrde 2 8-10' ht B&B Stewar6a morladelpha Tall Stewania 1 8-10 ht B&B Vibumum prunifolium BlackhawVibumum 3 A 6.8' 11 B&B E ........... SHRUBS .......... .............. .... .A................... .................... .............................................. ................ Aesculus parviflom .---..........-......................................... Bofflebmsh Buckeye 3 5 gal ............................. Cont VIF .......... ........._............................................................................................ Aucubajaponica'EmilyRose' o-......................... Emily Rose Aucuba 4 3gal ........ o Cont ................... VIF Buxussempervimns'Suffnthcosa' English Boxwood 4 36'hUspr B&B E VIF Calycanthus floddus 'Aphrodite' --------------------------------------- Aphrodite Sweetshmb .......... 3 ............. 34 ht ........-------------------- Cont VIF Cephalotaxus hamrtgfonia Duke Gardens' Duke Gardens Plum Yew 8 3 gal Cont VIF ....................................................................... Hamamelis irdennedia'Amo1d Pmmise' .......................... ........ .................... Arnold Promise Witchhazel 1 ............ ............................... 5�' ht Cont ................................................................. Hydrangea queicifolia 'Sike's Dwarf ................................................. a........... Sike's Dwarf Oakleaf Hydrangea 6 ......................... 5 gal o Cont ................... VIF Linden benzoin Spicebush E 5 3 gal Cont ? VIF ............................ Mydca pensylvanica ................................................. Northern Bayberry .............. 5 ...................... 5 gal v................... Cont VIF Jasminum nudiflorum Willer Jasmine 584 sf 3 gal Cont VIF ................................................................ Rhododendmn chinoides ............................................ Chinoides Rhododendron 4 5 gal Cont ': VIF Vibumum nudum Wintedhut' Winterthur Smooth Witherod 8 4•6' ht Cont VIF Vibumumprmgense Prague Vibumum ? 6 M'ht Cant VIF GROUND COVED PERENNIALS, BULBS, VINES, GRASS Hypedcum calycinum St. John's Wort 1135 sf 1 gal Cont 18" o.c. Satcococca hookedana humilis Swaetbox ? 115 sf 1 gal Cont E 24" o.c. Lawn: Sod orSeed & Straw : 710 sf O EXISTING SIGN WINTER JASMINE TIMBER OHE _ STREAM 1 \ 20"Willow Oak i / I 1 V/ I I \\ EXISTING % WOdD FENCE I \1 ` E CAPY SITE AREA 85,537SF 'J `\ 10% REQUIRED CANOPY = 8 553 7SF D. S. TAVERN 3449Iw ROAD CHARLOTTESVILLE, VA 22903 CURRENT FIELD SURVEY RECORDED W. JONATHAN GARBER, PE LINEAGE ARCHITECTS, P.C. PO Box 991 98 LEE HIGHWAY VERONA, VA 24482 P: 540.248-3771 E: JGARSER@LINEAGEARCH .COM FEBRUARY 3, 2020 KEY POWER POLE OHT OVER HEAD TELEPHONE OHE OVER HEAD ELECTRIC ® TREE PROTECTION FENCE # SITE LIGHTING X FA IF- FB FC + FD ROSAT. GROCK7R Geri. No.3364 51 % EXISTING CANOPY = 43,834SF I' Crapemyhge \ `, 1 SCREEN FkNCE j l ° 1 ��f 1 PARKING LOT LANDSCAPING REMOVEABLE PANEL 1\ 9�cp� l PARKING LOT AREA = 7,748SF SCALE: 10 DRAWN: �1 5% REQUIRED LANDSCAPING = 387.4SF RC, EB ` RILLI 29% PROVIDED LANDSCAPING = 2,281 SF PROJECT #: PLANT HEALTH NOTE 613.01 LL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED BradcWatnut I �II `, TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING O I C/a0yftle ` ``` , MINI RMINIMALLY AND ONLY TO SUPPORT THE OVEREES IS PROHIBITED. SHRUBS AND ALL S SHALL BE PRUNED RALL HEALTH OF `/ ) THE PLANT. LANDSCAPE ``, PLAN .e SCALE: 1"= 10' SHEET: G~O.A a` ry O' IO' 20' 30' i I \,Sp i �\ i { v L i ti 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LIGHTING CUT SHEETS SCALE: NTS v AUTHENTIC L)ESIGN5 nu MIA %W M'cv R.,N i I' 0577e Calonlal Ashley House Coach Wall Mooat Lantern - FA SM-LT458 W HGLH SPECS: 360WanM hnwn E12au1M 27W Kelvin FINISH: Darkened Terre GLASS: SIMIdNd P. USE TING BRICK PATIO 40 EXISTING 1 STORY HOUSE / EXI'POND TING,/ a / ^ 0 -1 +0.03 / ^ +0.01 +0.07 +0.0 +0.00 . +0.0� +0.16 +0.05 / ' +0.00 +0.00 +0. k66 +0.41 +0.06 .02 +0.00 + 00 0 +0.77`-,+0.46 +0.03 .01 +0. / +0.00 +0.00 +0.00./+5.05 +0 29 +0.01 + .00 +0.00 / /�0.00 +0.00 +0.00 +0.00 +0.001 +0.00_N(.00 +0-.00\+0 000 +0.0 + + + + + + + + + +0.+ / 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00� 00 0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + . 0 +0.000.00 +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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 OZ0 --0.000 00 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 q00 O.OD-0 0.0� O. 0 0.00 \ +0.00 +0.00 +0.00 +0.00 +0.WC10.00 100 +0.00 'v0d 0.r)v!"0 . +0.00 0 +0.00 +0.00 + \ + + + + + + + + + + + +�p + + + 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 O, O.a 0.00 0.00 +0-00 +0.00 +0.00 +0.00 +0.01 +0.00 +0.00 +0.00 +0.00 + .00 +0.00 +0.00 +0.00 +O.q +0.00 +0.00 +0.00 + + .00 0.00 0.01 0.01 0.03 0.01 0.00 0.00 0.00 0'.00 0.00 0.00 0.00 0. 0.00 0.00 0.00 0 + 1 +0.06 +0.27 +0.05 +0.00 +0.00 +0.00 0.00 +0.00 +0.00 +0.00 +0. 0 + .00 +0.00 +0.00 +0.00 + + +_ + + + + + 444 + + + + + + + + + +0.00 0.01 0. 0.13 5 0.16 OA1 0.00 0.00 0.00 0.00 0.00 0.00 .0 0.00 0.00 0.00 0.00 0.00 +0.00 ; +0.00 +0.01 +0.02 0 +4,26 +0.02 +0.01 +0.00� +0.00 +0.00 +0.00 +0.01 + .01 \+0.01 0 + . 1 +Q,� 0. + + + + + + + + + + + + + + + 0.01 0.01 OA2 8 0`47 0.14 0.01 0.01 0.01 0.01 0.01 0.01 0.02.01 0 0.02 0.00 + + + + + + + + + + + + + + +` + 0.¢1 401 0.01 0.02 .06 0.11 ' 0<06 .02 0. 01 0.01 0.02 0.02 0 3 0.03 0. _- 0. 0.00 + 01 +O \ +0.02 +0.0 0.07 +0.06 +0.04 b Q2 +0.01 + .0 + .03 +0.08 +0.10 +0.2 +0.06 + . 3 0.01 +O.0 + 2 +0.02 \ 0.04 + +0.12 +0.05 +0.03 +0.02 `'0:02 +0.03 +0.12 84 +0. + .47 3 0.05 +0.01 +0:00 13 0 + 4 + ;+ + 0�07 1. 0.08 0.05 0.03 0.03 1 .04. 0.18 84 .20 0. 0.10 0.01 \ 1 l + 13 +p07 +7 + + + + +' + + + + + 1 0.37 0.09 0.06 0.05 5 0.�4 1 0.74 0.65 .05 0.12 0. 1 0.64 t0.14' +0. + 3 +0.45 +0. 2 +0. +0.11 +0.08 + � 8 +0.09 + 5 +0.22 +0.30 4 +0.12 : +0.01 + ;+ \ I 625 0 �33 .2 0. 0.88 0.76 0.2 18 0. 3 0.09 .13 0.12 0.16 .65 01.9G +3. +1.QQc 1. 5 +8.2 +2.56 +0.43 .57 7 +0.1 0.25 +0.09 +0.08 + .07 +0rO2 .20 +1. + + .82 +0.8 5.1 +0.5 +0.90 _ +4 09 +0.05 +0. 2 a+ +0. 0.00 0.01 + .04 .17 O. EXISTING 2 STORY HISTORIC TAVERN + + 17 1 + + 5 0.97 1 + + 9 0.0 .03 f0 t + + 0.00 0.01 +0.01 + 0.02 0.0 +0.01 +0.04 + 1 +0.17 1612 SF + + + 3. + + 58 1.6 + + + + 0 0.0 0. +0 +0.07 +OA2 \ 77 3 ,1 PROPOSED ' + + 0.01 0.03 + 0.15 + 1 STORYTING EXI1 + t + 0. 0. 04 +0.11 .39 0ROPOSFn ADDITION 424 S F STORY BLDG + 3 . \� .00 230 SF DEEP LANOINc. K, RK NV1. CH FSTERTUN'N. MD 21e20 no nx W:µgx ex a uoa z. r a- �e.0 ovo ..a nl a new s.K P I-1613H-FN 11 1., high x r wale a 5'/�" amp PmkeG4 i,., TwoaMelabre lPl]teoaYe:s ea wan maa,ad,l 27n6 Kelvfe TI tLlercd-0LCC C ., W kad aec Fini,M1MFlN dad ma[cvpper o1a,. w ct.asr. naca maae re..mmhvn st.0 2 STORY � ( ADDITION � ELEC HvaC .� 979 SF PROPOSED \ \� TERRACE \ T � \ VAUGHAN Kingston Wall Iantem- FC WA0131 UX Vawm H' au Ibi BZ-Suss ZI-nor X) 120V MDins0lmmable Flnhhaa Bmnxe WAD13t.MJX Lnc WAO131n.UX Sub Sperl6sallou Bulb Base E12Un&e IhmB Max Wauage '10W Bulbs Wlled ND Vaughan Recommends LED/2RIOK/6001m Fora brlghWr light, a bulbwith a higher lumen culput ran be uud. 18" Further lDlDlmaUon Smtableforoutdaoruse. �fl [:� -4 If COn1 LISTED Plaau Nou:- These w are hr g.w..only.w4hg na moo resPo Uhtyfuralry In.1bti. usingthe above notes. The final dxc xin an lnmlww mmahts with the lnm er. vall�andespxs.com A N N- M O R R I S N E W Y O R K 239 EAST Wl STREET, NEW YORK, NY IN22 TEL:(212) 755aYS PAX (212) 80RAB55 EMAIL Inb&ni rtatde.ran WEBBRE: nwaannnnms.mn MORRISLIGHT-FD FINISH: STATUARY BRONZE VDIAMETERXCDEPTH LAMPING: (2) SOCKETS PER FIXTURE UP TO 40 WATTS PER SOCKET INCANDESCENT OR UP TO M) WATTS PER SOCKET LED LAIMPBASE, MEDIUM RASE (EM) 2700K UL LISTED FOR OUTDOOR USE A-M I i \ �I s SITE LIGHTING PLAN SGALE: 1 "= 20' 'WHYDREL LEGEND KEY LUMINAIRE TEMP. OUTPUT QTY. AASHLEY OUSE WALL MOUNITL 2700 KELVIN 980 LUMENS DEEP LA316I B S ONCE HOP NG WORK 2700 KELVIN 980 LUMENS 2 VAUGW LLLANITERN NGSTON 2700 KELVIN 490 LUMENS L2 ANN MORRISORRIS LIGHT -M2700 KELVIN 980 LUMENS E KICHLER-4 CORNERS LED DECK LIGHT 3000 KELVIN 43LUMENS 10 HYDREL-ASPEN LED 2700 KELVIN 642 LUMENS L4 LIGHTING NOTES: 1. ALL LIGHTING SHALL: a. BE EQUIPED WITH AUTOMATIC TIMING DEVICES AND SHALL BE EXTINGUISHED BETWEEN THE HOURS OF 11:00 P.M. AND DAWN. b. BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. GLARE CONTROL SHALL BE ACHIEVED PRIMARILY THROUGH THE USE OF SUCH MEANS AS CUTOFF FIXTURES, SHIELDS AND BAFFLES, AND APPROPRIATE APPLICATION OF MOUNTING HEIGHT, WATTAGE, AIMING ANGLE, FIXTURE PLACEMENT, ETC. c. BE CUTOFF LUMINAIRES, AIMED SO AS NOT TO PROJECT THEIR OUTPUT BEYOND THE OBJECTS INTENDED TO BE ILLUMINATED; OR NON -CUTOFF LUMINAIRES, EQUIPPED WITH GLARE SHIELDS, VISORS, BARN DOORS, AND/OR OTHER SIMILAR SHIELDING ACCESSORIES AS REQUIRED TO MEET THE FOLLOWING CRITERIA: LIGHT DISTRIBUTION FROM ALL LIGHTING INSTALLATIONS SHALL BE CUT-OFF AT ALL ANGLES BEYOND THOSE REQUIRED TO RESTRICT DIRECT ILLUMINATION TO WITHIN THE PERIMETER OF THE LANDSCAPE FEATURE BEING ILLUMINATED. d. NEVER EXCEED 3,000 LUMENS. FURTHER RESTRICTIONS ON LUMENS MAY BE IMPOSED BY THE ARB. e. NOT BE MODIFIED TO REFLECT SEASONAL COLORS. f. BE OF A NUMBER THAT IS COMPATIBLE WITH THE SCALE OF THE OBJECT AND THE DEVELOPMENT TO BE ILLUMINATED, SUCH THAT THE LIGHT EMITTED WILL NOT OVER -ILLUMINATE OR OVERPOWER THE SITE, AS DETERMINED BY THE ARB. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT-CANDLE. 3. PHOTOMETRIC MODEL PREDICTS 0.0 fC AT PROPERTY BOUNDARIES. 4. NO TALL POLE MOUNTED LIGHTING IS PROPOSED FOR THIS PROJECT. ASPEN LED 12V/120V LED HIGHLIGHTS • 4cmm ugM1oerezu�mbb(mavaaeryMm.umMg aPPi'�a.'rs u,aa.os�."d •all. e..,,lw�.w .rtAIM1GirzIa®nd w�ml. rmwulmamm ImegMametlm w . amn NaelN lwrwlbp magreticalmmer . Tagredswe Lod . Mllebk'n WCPI.MGKA DIMENSIONS LUMEN MOKAOES m m m srANDARD DISTMuunoN 'WHYDREL nafaR uola PERFORMANCE DATA WM1.. ...w..M./�°.. m^""..w�.��d.��.�e:'�°mm••�.-�.n-armr.....re.rrw.a.r+n:a- o©noov�ooaril• In.71ai�F0oVJN Fin Dv m0�0©m®©��goo� 11IM111 mp©ot,0000000 ``��11�� 000nla©oov00000m©o ooloK�000luml©olr�nuon�la a rvm'pVe•i�.?km•..carru. rnxmlm.x..�M.mi 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: dF�tiTH OF . ;) JONATHAN F. GARBER Y No. 038568 08/18/20�� &gNAL E ARCHITECT NAME/SEAL: W o a x C7 p I � -I C9) U GZI 1 COMMENTS 8/18/20 I SITE SUBMITTAL 7/13/20 NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JVIT APPROVED BY: JFG DRAWING DESCRIPTION: SITE LIGHTING PLAN Missing or invalid reference DRAWING NUMBER: F'Ret \\DJTM3WH1\lineage (xrchitects\19066 DS Tavern with Rosa Crocker\EMAILS\INCOMING\2020-05-15 Lighting cut sheets from Harvard\4 Corners Spec She Sheet, 1 C-04 B TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Mulches Per Acre Per 1000 sq. ft. Notes Free from weeds and Straw or Hay 12 tons (Minimum 2 tons 70 - 90 lbs. coarse matter. Must be for winter cover) anchored. Spread with mulch blower or by hand. Do not use as mulch for Fiber Mulch Minimum 1500lbs. 35lbs. winter cover or during hot, dry periods. Apply as slurry. Cut or shredded in 4-6" lengths. Air-dried. Do not Com Stalks 4 - 6 tons 185 - 275 lbs. 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. / 1000 sq. ft. "n Source: Va. DSWC 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 30 GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. FING BRICK PATIO EXISTING 1 STORY HOUSE NOTE: SEE TSSP j' I SF ' 1 \ ' x f I T x� x� I I 1 7�}OFOq I \ ` DC I I 1 I 1 1006 EXISTING 2 STORY HISTORIC TAVERN 1612 SF 1 STORY ADDITION 424 SF EXISTING 1 STORY BLDG 230 SF I� 4/ I / I 1 , I �' I 1 I 1 Il )1 1 I: 1100 \ �\ \ 7 120 DIRECTION OF PROPOSED FLOW SCALE: 1 "=30' PROPOSED 2 STORY ADDITION 979 SF PROPOSED TERRACE \ j �' \ ----- \ 1 '111 1 1 , 1 I \ IIII ', I I '1 IIII II IIII' � I IIII, 'III \ I ,III GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 GENERAL EROSION AND SEDIMENT CONTROL NOTES NG SHEET BY OTHERS FOR LANDSCAPING PLAN. 44 T 1 � o ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT F"�'� F CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA U A REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30). rrT^1, a ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION F•1` z CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK �� p PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BE PROVIDED TO a 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 p LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE REVOKED, uu z ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE ^ d FIRST STEP IN CLEARING. p4 A ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. �nll 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 A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. FIRM INFO: Lineage Architects, P.C. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL P.O. Box 991 MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN 98 Lee Highway \ APPROVING AUTHORITY. Verona VA 24482 Phone: (540)248-3771 Fax: (540)248-1628 ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES Email: info@lineagearch.com \ 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 ENGINEER NAME/SEAL: 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.jTH O� r \ \ 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. � I 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. ------------ GRADING/E&SC PLAN SCALE: 1 "="_1C, 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 VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx E&SC LEGEND JONATHAN F. GARBER 9 No. 038568 �t07/13/200A� ti %ZSIONAL F ARCHITECT NAME/SEAL: 3 w N0. TITLE KEY SYMBOL CIO C CONSTRUCTION ROAD p�+ 3.03 STABILIZATION CfZJ cRs rT�..l{ a z p U aj v wj 3.05 SILT FENCE SF X X X 0 > STORM DRAIN n a 3.07 INLET PROTECTION I r a U L�4 3'08 CULVERT INLET PROTECTION C I P 3.30 TOPSOILING TO TO I SITE SUBMITTAL 7/13/20 3.31 TEMPORARY SEEDING TS TS NO. REVISIONHSSUE DATE JOB NUMBER: 19066 3.32 PERMANEN=SEEDING PSP$ DATE: MAY 26, 2020 DRAWN BY: JMT 3.35 MULCHING M U MU APPROVED BY: JFG DRAWING DESCRIPTION: 3.39 DUST CONTROL DC DC GRADING/E&SC PLAN TOPSOIL STTSSP DRAWING NUMBER: OCKPILE TSSP C 05 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. III1 I I1 I I1 I IIII1 I I1}I 11 111 111 111 111 111 111 11= �� , � � NOTE: 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 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE WAS 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-31S REQUIRED. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-2 DETAIL SCALE: NTS 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. I EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FILTER FABRIC SILT FENCE DETAIL SCALE: NTS CURB / EDGE RESTRAINT SOLDIER COURSE 90 DEGREE HERRINGBONE PATTERN A 1 1 V SOLDIER COURSE EDGE WITH 90 DEGREE HERRING BONE PATTERN PAVER PLAN AND SECTION SCALE: NTS DRAWING NO. SCALE ICPI-42 F.S. STANDARD ALUMINUM SIGN ALUMINUM "VAN -ACCESSIBLE" SIGN 2"X2" STL. TUBE, EXTEND 2'-0" INTO GONG. FILLED PIPE 6" DIA. STD. STL. PIPE FILLED WITH CONCRETE #6 BARS EACH WAY THRU PIPE HANDICAP PARKING SIGN ALE: NTS 8rr RESERVED PARKING O PENALTY $100-500 FINE 1 PRECAST CONCRETE OR CUT STONE CURB CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS V 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 L______ __ ___ _ cc .10O 8 0� CO 'I r r lips-1 1 1-1 1 1-1 1 1-1 1 1-1 1 II \\\— 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. STREET PAVEMENT WITH FULL -DEPTH PRECAST CONCRETE OR CUT STONE CURB DRAWING NO. SCALE ICPI-51 F.S. nitI i�ii.��C! 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: �PLTH OF Z)JONATHAN F. GARBER 9 No. 038568 �07/13/20*� %,�' 1 ^ &)-ONAL F ARCHITECT NAME/SEAL: 0 o_ CO W W z W .a �+ � a � W F U " b--�1 C/1 W r 04 K W < � W W I SITE SUBMITTAL 7/13/20 NO. REVISIONHSSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JVIT 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.) 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." NOTES INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX MULCH RING 1800 MM (6 FT.) / 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 (8FT.) DIAM. 100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. ui min npmm limmmmnmmlP 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. 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 SCALE: NTS 4 C-07 DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING \ \ r rail r •» w r r r r � MIN5' r�� r '"A+Y� WHERE DRIP LINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: NTS W is 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: �03" OF JONATHAN F. GARBER 9 No. 038568 �07/13/20*� %,�' ti} ^ZSIOIVAL F .r ARCHITECT NAME/SEAL: CQ F F- F U W a I SITE SUBMITTAL 1 7/13/20 NO. I REVISIONHSSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: C 07