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ARB202000022 Plan - Revision 2020-05-26
u �uu Io= �❑ ❑uo 00 u uuu u -iuu �❑u - luau u -iuu u❑ iuuo uuo u❑u _u =E uoo moo FIFT o� L u� -1 ❑ L uou 000 LLd 0 oo� uou 000 =net i ❑ ❑ - ❑ ❑ / ❑ ❑ PE: 0 L ----------------------------- Li AV 0 0 L D. . ;'3449 IVY ROADCHARL10TTESVILLE, 22003 TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & SIGNATURE DRAWINGINDEX FRANCISCO G. SANCHEZ AIA SHEET # SHEET NAME RA # 0401018620 SHEET TITLE A-000.0 TITLE SHEET TITLE SHEET SP-100.0 EXISTING SITE PLAN 1❑ 5/26/2020 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 SCALD SHEET NO. A-104.0 PROPOSED SECOND FLOOR PLAN N.T.S. A-105.0 ROOF PLAN A-200.0 EXISTING ELEVATIONS DRAWN BY MD AOOO.O 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 z 5/26/2020 TITLE SHEET GENERAL NOTES EXISTING CONDITIONS FGS DESIGN, L.L.C. OVERALL SITE PLAN ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, M. 91&, NEW YORK, NY 10016 [C-04 LANDS CAPE P LAN E: info@fgs—a.com SITE LIGHTING PLAN T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COIpf GRADING/E&SC PLAN The Architect ofRecord si other licensed design professional shallbe responsible to obtain all necessary CONSTRUCTION DETAILS permits, governmental approvals and licenses for the performance of the Project or Work described, including IJ 1. is S LANDSCAPING DETAILS all services to be provided by the designer, FGS DESIGN, 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, 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. / I 1�4.34, / PAVED ENTRANCE ' 1 5/26/2020 / COTTAGE 0000000000 / \ O1 9/26/2020 � SHED \ ROCK WALLCD �j \ — — Do$@ �' Q0 TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & 010NATURE i i i i i FRANCI$CO 0. $ANCHEZ AIA RA # 0401018520 10 5/26/2020 Sxnnm TITLE �.. HALLIFAX EXISTING SITE COTTAGE PLAN 0 1 '1 \ J DATE IOSUDD 26 MAY 2020 SCALD SHEET NO. \ / AS NOTED DRAWN BY SP100MD DATE CREATED / FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM �j 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, FGS DESIGN, 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 EXISTING SITE 1 PLAN the designer, whether st 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. Ol 5/26/2020 PLEASE REFER TO CIVIL DRAWINGS (SHEETS C 01 THROUGH C 0"7) FOR MORE DETAILED INFORMATION ' ABOUT SITE AND LANSCAPING / (0 ' I / 154.34 , PAVED ENTRANCE Al5/26/2020 ' 15/26/2020 / COTTAGE / 0000000000 NEW ADDITIONS / Al5/26/2020 SHED \ ROCK WALL \ DoSo Q0 TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & SIGNATURE i i i i i i FRANCISCO G. SANCHEZ AIA RA 0401018520 # Al 5/26/2020 Sxnnm m1mLn \ ^^ PROPOSED SITE HALIFAX COTTAGE PLAN 5 �� / %1 � DATE ISSUED 26 MAY 2020 SCALE SHEET NO - \ / AS NOTED DRAWN BY SP101MD DATE CREATED / FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info®fgS—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM 0 The Architect of Record or other licensed design professional shall be responsible to obtain all necessary rfj 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, 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 PROPOSED SITE PLAN the designer, whether st not the project for which they are intended is constructed or not. The designer's 1 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 in writing with agreement and appropriate compensation to the designer. Al 5/26/2020 UP x E� O z EXISTING BASEMENT FLOOR PLAN 1 D,s. TAVERN CHARLOTTESVILLE, VIRGINIA SEAL & SIGNATURE FRANCISCO G. SANCHEZ AIA RA # 0401018520 SHEET TITLE EXISTING BASEMENT FLOOR PLAN DATE ISSUED 26 MAY 2020 SCALE SHEET NO - AS NOTED DRAWN BY EX100.0MD DATE CREATED FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info®fgS—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—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, FGS DESIGN, 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, 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. Al5/26/2020 1 201 ON Q 5/26/2020-------- Q 5/26/2020 200 201 i UP --- Till'[ D. x TAVERN 1 10 5/26/2020 200 o CHARLOTTESVILLE, VIR INIA Z pEAL & SIGNATURE EXISTING ]FIRST FLOOR PLAN 1 FRANCI$CO 0. $ANCHEZ AIA RA # 0401018520 SHEET TITLE EXISTING (FIRST FLOOR PLAN DATE ISSUED 26 MAY 2020 SCALE $1-111 N0. AS NOTED DRAWN BY EX10 EG 1.0) DATE CREATED 0 5/26/2020 FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM The Architect of Record or other licensed design professional shall be responsible to obtain all necessary permits, governmental approvals and licenses for the performance of the Project or Work described, including all services to be provided by the designer, FGS DESIGN, L.L.C. Drawings, specifications and other documents prepared by FGS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specifications and other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. Ol 5/26/2020 1 201 o Q 5/26/2020 t 5/26/2020 2 200 i DN 2 201 i [0 x 1 Ol 5/26/2020 200 D4 O z EXISTING SECOND FLOOR PLAN 1 1/4"=1'-0" D. TAVERN CHARLOTTESVILLE, VIRGINIA PEAL & SIGNATURE FRANCI$CO 0. $ANCHEZ AIA RA # 0401018520 SHEET TITLE EXISTING SECOND FLOOR PLAN DATE ISSUED 26 MAY 2020 SCALE SHEET N0. AS NOTED DRAWN BY EG EX10 2.0) % DATE CREATED 10 5/26/2020 FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—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, FGS DESIGN, 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, 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 0 5/26/2020 A 5/26/2020 PLEASE REFER TO C - 04A SITE 2 ri 205 202 PLAN AND 99M99 MECHANICAL zj� 5/26/2020 DRAWINGS FOR EXTERIOR MECHANICAL EQUIPMENT DETAILS 204 AND LOCATIONS r � i --------- ---- --- DN r-------- ---------I i I DN - 23'-0" ! I I I EXG.103 , Q 5/26/2020 ------- 11 �xtl.101.1 03d xioo. i i -------�------- ' I I I I � I I window H 0 5/26/2020 — = II I I 02 104a 103c I ----- ECEPTIO I 1 /26/ ,' 100a j OR 103E .T1. E TING R OM .... 1'-113/4„ 9'-2%g" 1 1 1 4'-11/8' opening 14'-8"x 13'-1" LLI 11 104 0 0 0 0 1 II loocI -4" x 17'- SITTING ROOM i L - 103 door 00 I cc o -------- 16'-6" x 1T-2" II 1 1 NTR 100b d.lol. -------- 10 5/26/ 20 6 -6 E T. 100 ----- ----- ------- 1 102 -- ---� 18'-jl" x 10' 8" 0 I 1� 5/ 36/2020 12 -4" exis tin i103a d ope ing 0`4" x 4'-4 1/2" OOd 9 1 - 3 —4/4 . 5' - 6'-3/4 .� i _ co xioo. 5 26 2020 o// O I I X105. 3'-7,, 7'-11y/2" 7'-11%2„ 4,-2„ PORCH E T. �; � co i 111 121 i i- 105 EX105 door r �— door/ door I room 12'-4" x 8'-10 1/2" room window window I I 5'-0" Q 2'-0%2„ I I 7 Q 23'-8» -- i -------- 0 5/26/2020 105a � ,' in 1Q5b 1 205 opening OI 11 ------ I I I window 107a j 3'-1" /door � L0 --do co P DR. 3 -93/8„ 0 10 5/26/2020 I 10710 7'-0" x 5'-1" L EX106 Q 5/26/2020 Do$@ 203 108a CEO doorI p door 106bKITCHEN - II 5'-s" X 5-1" ~~ 106 =� window I I � I I 2 202 TAVERN CHARLOTTESVILLE, � 1 1 /door 11'-ID" x ll'-2" _ co d^ ---f. VIRGINIA �,--------------------- --- --- - — ----- G�l r---------� r � CO co 5'-1' _---_ __ 8'-4"._1 PEAL & SIGNATURE 108a door OFFICE 108 I FRANCISCO 0. $ANCHEZ AIA I I RA # 0401018520 OI - - door SHEET TITLE - PROP. FIRST FLOOR window I I 1 1 PLAN ALT. 0 DATE ISSUED co 26 MAY 2020 3'-1%2" 3'-1�/2" SCALE SHEET NO. AS NOTED DQ. DQ. ---I--- --- ---I--- ----0 DRAWN BY MD A 10 3. 0 O DATE CREATED window window 0 5/26/2020 x E� 1 203 � Z FGS DESIGN, L.L.C. ARCHITECTURE - INTERIOR DESIGN j�l[�� 1�L PROPOSED fl� � FIRST FLOOR PLAN 381 PARK AVENUE SOUTH, STD. 915, NEW YORK, NY 10016 E: info®fgs-a.com 1 T: 646-470-6528 F: 212-537-7323 WWW.FGS-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, FGS DESIGN, 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, 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. 0 5/26/2020 Q a/26/2020 2 1 Al 5/26/2020 205 202 2 204 Exd. Exd. �xG. �xd: II +`U' I I I I e e e e Ll BATH 202 02 02b 9'-8" x 5-6" I X-77— '�7 Ol 5/26/2020 OFFICE 201 201a FA OFFICE 203 ELI 13'-2" x 17'-4" STAIR HALL 200 DN 03 17'-8" x 17 -4° j j 9'-8" x Il'-6" II I I I II 3'-6" 3CT I I toilet room, door, & 3'-1 j4„ 3,-1,, opening EXd. � 05 I I I I O ^ Oi r----, VEST• II 205 05b II ^ IJJ �; ATH co c° O Al5/26/2020 I I II I 204 _i window I I T-7' x 5-7" ;L J Il'-5' x 5-7" window I I I I I I 04b I I 04 I 5 t` 0 5/26/2020 C m O— 205 window o I I II door I I O II window cat OFFICE 206 10 5/26/2020 17'-4" x 14'-6" `—' 0 5/26/2020 D. TAVERN 2 (Di I I I I window 2 202 CHARLOTTESVILLE, window 17' —4" VIRGINIA C\2 C\2 I PEAL &SIGNATURE I 4 C Al 5/26/2020 I 3'-2%4„ wi n 6* 18'-4" FRANCISCO 0. WCHEZ AIA RA # 0401018520 SHEET TITLE PROP. SECOND FLOOR PLAN ALT DATE ISSUED 26 MAY 2020 SCALE SHEET NO. AS NOTED DRAWN BY MD CA 14 o CS, DATE CREATED Al 9/26/2020 1 x 203 EF z O z FGS DESIGN, L.L.C. - INTERIOR DESIGN PROPOSED SECOND �T FLOOR 1il � PLAN 1 � 381 PARK AVENUE 50USTD. 915, NEW YORK, NY 10016 E: info®fgs-a.com info@fgo-a.com 1 T: 646-470-6528 F: 212-537-7323 WWW.FGS-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, FGS DESIGN, 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, 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. ----------------------------------- ---------------------------- Y�Y ----------------- -------------- ---- --------------------------------------- -------- ---------- - - - - - - - - - - -------------- ------------------ - - - - - - - - - - - - - - - - - - uu0 o� o� 000 �❑ 0 0=E 00 oo�o 00 00 00 00 00 00 00 00 00 qO u 0 0 a 0 000 0 t IEEE o00 FIFIF a 000 O ❑ UH ❑ o00 0 O=O o Q 5/26/2020 J+091_�M FLOOR F.F.L. 09 09> - 19099 F.F.L. _%_ F_F,L. EXISTING SOUTH ELEVATION 1 1/4"=1-019 0 0 0 0 0 0 0 0 D. TAVERN CHARLOTTESVILLE, VIRGINIA PEAL & SIGNATURE r� i�yl I I I II I II I III II II ICI FRANCI$CO 0. $ANCHEZ AIA 1 5 26 202o 0 / / RA # 0401018520 IIII ............ SHEET TITLES �/l)�99 2ND FLOOR EXISTING I � I I II F.F.L. ELEVATIONS I I � I I II I I ❑ ❑ DATE ISSUED 26 MAY 2020 f SCALE SHEET NO. !III JIE AS NOTED I ' I I III I I II DRAWN BY EG A200.0 z 5/26/2020 DATE CREATED I I I I II ILL_L_ � 0.-09: I I II II ________________ IIS-- -- ----- FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM EX I T I N G E S T E 1�L� E VAT I N 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 to be by the designer, FGS DESIGN, 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, 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. EXISTING NORTH ELEVATION EXISTING EAST ELEVATION 1/4"=1'-0" 1/491= 1'-0" Q 5/26/2020 ON ���W"l 1+-9'-7" 12ND FLOOR -01 F.F.L. +0 o„ 141-1 F.F.L. F.F.L. At 5/26/2020 Al 5/26/2020 2 2 204 205 EXISTING EXISTING u u CHIMNEY oC CHIMNEY 00 00 � 0 000 000 0 0 0 000 00 9, + 2 5 5 RIDGE ouu o � � F.F.L. 00 OOO 5/26/2020 000 uu 000 EXISTING o00 CHIMNEY o 0 Al 5/26/2020 000 ^^^^^^ o 000 RIDGE +17'-099 0 oou F.F.L. o O �O ffE HF 0 5/26/2020 0 oou o u �XG. DXG. DXG. DXG. RIDGE +12'-9 1 2" o F.F.L. _ - o u OHO o 0 5/26/2020 u 0 1 OHO ON 0 OR o u + 0 , - ,9 2ND FLOOR - F.F.L. LILEXG. tzH d.f03. � EX0.101.1 o o BX100 X100. +0' 0,9 F.F.L. 1 9 �99 F.F.L. PROPOSED NORTH (ELEVATION 1 Ol 5/26/2020 Q 5/26/2020 1/4"=1'-0" 1 6-E�j � Al 5/26/2020 10 5/26/2020 0 5/26/2020 u + 2 5' - 5 99 RIDGE RIDGE +24'-4 1 2" - �If `fro _ _ _ F.F.L. Do$@ F F L =�� �o - EXISTING TAVERN o LOUVERS CHARLOTTESVILLE, 0o VIRGINIA O SEAL & 951CJNATUR6 z 5/26/202= oo Q 5/26/2020 1 5/26/2020 0 �� o u o +1 �r' o" RIDGE - o0o F.F.L,. I� o000000 RIDGE +14'-9 1 279 I o00 ou000 F.F.L. o0 C C17 II u +12'9 1 2" RIDGE FRANCISCO �. SANCHEZ AIA LLJ - RA # 0401018520 . . . . . . F.F.L. t SHEET TITLE PROPOSED ------------------------------ ------------------ -------------- 1 ti F.F.L. - --- - - - - - - - - - - - - - - - - - - - ~1 � Al 5/26/2020 I � ti z DATE IS�UBD 26 MAY 2020 I I I I I I � I SCALD SHEET N0. I AS NOTED BX108 BX106 0 ©7(109.1 DRAWN BY MD A202.0 0 °° o° I I I � II I I I � DATE CREATED I I I I I I I I I I I I ; I +0 -0'9 2_______-_-_1_ _ F.F.L. FOO DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIdN 381 PARK AVENUE SOUTH, STE. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FCS—A.COM PROPOSEDE T E 1�L E A T I N 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 to be by the designer, FdS DBSION, all services provided L.L.C. Drawings, specifications and other documents prepared by FGS DBSION, 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. Ol 5/26/2020 Ol 5/26/2020 2 2 205 204 LLo ❑� 0 5/26/2020 10 5/26/2020 - o0 o❑ ^^`^^^ ❑- � + - 51, RIDGE RIDGE +24 —4 1/2,- o _ — FFL. DO o 0 00 0 00 1 �o 0 0o 0 O1 5/26/2020 Al 5/26/2020 - �❑ ❑ o o =Elf F= 00o 0 F.F.L. 000 RIDGE +14'-9 1/2 Ail — ❑ Q 5/26/2020 F,F.L. C BXd d ❑ +12'9 1 2" RIDGE F.F.L. ...... .... . ' - �� 2ND FLOOR ...... - F.F.L. ------------- ---- 10 5/26/2020 DXd. i A A A i ❑ ❑ ❑ ❑ B B Dx100.1 � oo - xd.101. +01; 0" F.F.L. —1'-0" O1 5/26/2020 F.F.L. PROPOSED SOUTH ELEVATION 1 1/4"- 1'-0" 0 5/26/2020 Al 5/26/2020 1 1 204 205 Q 5/26/2020 __L- �w.�.w.� 0 5/26/2020 RIDGE +25'-5" 0 5 26 2020 0 / / ...ter......... F.F.L. +24'-4 1 2" RIDGE ------------- F F.L. Do$@ - TAVER............ CHARLOTTESVILLE, VIRGINIA DEAL & SIGNATURE IL 1L 5/26/2020 rih +14'-9 1 2" RIDGE d c d F.F.L. FRANCI$CO 0. $ANCHEZ AIA 0 5/26/2020 RA # 0401018520 SHEET TITLE 1 - ��'-799 2ND FLOOR I�®1f�®�1G�lfi F.F.L. ELEVATIONS - A]LT . DATEI UED A A A 26 MAY 2020 SCALE SHEET NO. ❑ ❑ AS NOTED nxlo5 _ DRAWN BY MD A203.0 DATE CREATED I -1A I r' F.F.L. FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 PROPOSED EST ELEVATION n: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FOS—A.COM 1L� The Architect of Record or other licensed design professional shall be responsible to obtain all necessary approvals and licenses for the permits, governmental performance of the Project or Work described, including all services to be provided by the designer, FGS DESIGN, L.L.C. Drawings, specifications and other documents prepared by FGS DESIGN, L.L.C. are the instruments of the designer's service and shall remain the property of the designer, whether or not the project for which they are intended is constructed or not. The designer's drawings, specifications and other documents will not be used on any other projects for additions to this project and/or for completion of this project by others, except by agreement in writing and with appropriate compensation to the designer. EXISTING STRUCTURE NOT IN 0 &/26/2020 SCOPE 5 26 2020 RIDGE F.F.L. 1+91- 2ND FLOOR F.F.L. Al &/26/2020 EXISTING STRUCTURE NOT IN AIL SCOPE B B oxloo.l 0 0 +0' O> F.F.L. F.F.L. — PROPOSED SECTION LOOKING SOUTH 1 1/4"=1'-0" I� Al &/26/2020 Al &/26/2020 �^� Q 9/26/2020 + 2 5' - 5 " RIDGE RIDGE +24'-4 1 2" - F.F.L. Do$@ FFL » of TA ERN CHARLOTTESVILLE, �I-1 VIRGINIA 0ll= o_ PEAL & SIGNATURE . Q 5/26/2620 �o - o y 10 &/26/2020 Q� o000 0 RIDGE +14'-9 1 2" o000 0 0 &/26/2020 F.F.L. o000 C C o000 ��� o +12 -9 12 RIDGE FRANCI$CO 0. $ANCHEZ AIA 000000 0o F.F.L. RA # 0401018520 0�0 OHEET TITLE C]OOO �.J N G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- --------- �, 2ND FLOOR F.F.L.. - ------- ------- DATE I$SUBD i 26 MAY 2020 SCALE SHEET N0. AS NOTED 08bLl106b i 105a I'i I' DRAWN BY A204.0 MD °° I zL= DATE CREATED { +0'-0�r ] 6 1/2„ F.F.L. Al &/26/2020 FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM PROPOSED SECTION LOOKING EST 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, FGS DESIGN, 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, 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. o uu0 o❑ �0 0 5/26/2020 0 5/26/2020 ouo o� 0 0 +25Y-5 RIDGE „ RIDGE +24 -4 1/2 uuu _ _ uu o F.F.L. F.F.L. a a uu 0 uo - 0 5/26/2020 uo — CaO O DO 0 0 Q 5/26/2020 uo o +17-0R5/26/2020 F IF 0 uuu ExG. C a o❑ 0 5/26/2020 0 o 0 +12'9 1/2" RIDGE F.F.L. + 9 y - 7 yJ 2ND FLOOR ----- _ - -- -- - _------ 0 5/26/2020 DX0. A ❑ ❑ B B 1E �x100.1 00 71 \1E x101. o +0'-0" F.F.L, PROPOSED SECTION LOOKING NORTH 1 Al 5/26/2020 a Q 5/26/2020 P II u E + 5 > - „ - 0 5/26/2020 uu_ F.F.L. +24'-4 1/2" RIDGE F.F.L. D. TAVERN CHARLOTTESVILLE, VIRGINIA PEAL &SIGNATURE 1 =- �`.� O1 5/26/2020 AEI+14'-9 1/2 RIDGE I C C C F.F.L. FRANCI CO ANCHEZ AIA S � s 1 5 26 2020 RA 0401018520 SHEET TITLE 1+-9-'- 7 " 2ND FLOOR j �-v BUILDING EXISTING 1 5 26 2020 0 / / F.F.L. - SECTIONS I N S AIJT STRUCTURE . NOT IN SCOPE I/ T DATE ISSUED i 26 � Y 2020 A SCALE SHEET NO. 05E 061 108b L\ A NOTED S 0TOOT JE,// T100JE A205.0 DRAWN BY MD „ +® —® DATE CREATED 4,, FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE 50UTH, STD. 915, NEW YORK, NY 10016 PROPOSED SECTION LOOKING EAST E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM 2 The Architect of Record or other licensed design professional shall be responsible to obtain all necessary approvals and licenses for the permits, governmental performance of the Project or Work described, including all services to be provided by the designer, FGS DESIGN, 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, 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. NOTES: MATERIAL KEY: 1. ROOF SHINGLES TO MATCH EXISTING 2. GUTTER & DOWNSPOUT TO MATCH EXISTING 3. WOOD BEADED WEATHERBOARD u u SIDING TO MATCH EXISTING A B 4 1 o �� ❑ 4. DOUBLE HUNG WOODEN FRAMED uu WINDOWS TO MATCH EXISTING ON ALL uuu o❑ FACADES. SIMILAR WIDTH AND HEIGHT uuu a F Y uuu �❑ uu 5. ODEN FRAMED -� - uuu - TO ONLY EX VATION, uuu M ROAD - BRICK MATERIAL A" ( ) uuu 6. WOODEN & LA DOOR TO M T H , D uuu EXISTING u u 7. METAL & GLASS DOORS TO ONLY uuu EXIST ON BACK ELEVATION, HIDDEN - uuu FROM ROAD WOODEN ROOF SHINGLES ("MATERIAL B") o u 8. SHUTTERS MATERIAL AND DESIGN TO u uu MATCH EXISTING a ffE HF 9. ROOF TRIM MATERIAL TO MATCH 1 5 26 2020 uuu EXISTING WOOD SPECIES PTD. WOODEN CORNICE ❑ u �XG. BXG. �XG. �xG. E F TRIM ("MATERIAL C") o uuuIE: � 0 o LIFQ 5/26/2020 PTD. BEADED WOOD WEATHERBOARD F u o u + 9 - 7 " 2ND FLOOR ("MATERIAL D") o u F_F.L. - �•� PTD. WOODEN & CLASS DOORS ("MATERIAL E") - - � _ AUTHENTIC DESIGN - COLONIAL ASHLEY HOUSE WALL MOUNT G ��• H Yy VAUGHAN - KINGSTON WALL LATERN �xG. - _ (FIXTURE "FA") .:E (FIXTURE "FC") nxl oo d.1o3. i PTD. WOODEN WINDOW / ❑ ❑ ❑ ❑ 1❑ 5/26/2020 ����� SHUTTERS & LOUVERED ° xloo_ i LLI DOOR ("MATERIAL F") �xd.1o1.10 PTD. WOODEN FRAMED + Q I , >- J DOUBLE HUNG WINDOWS F.F.L. ("MATERIAL G") -1, 6„ \ N F.F.L. PTD. WOODEN POSTS, VAUGHAN - KINGSTON WALL LATERN & RAILINGS (FIXTURE "FC") - ("MATERIAL H") PROPOSED NORTH ELEVATION - MATERIALS K 1 `. 1/ I „=1,-O„ LIGHTING KEY: WOODEN ROOF SHINGLES ("MATERIAL B") Q 5/26/2020D. - I FA FB TAVER�1METAL GUTTER -- --�- ("MATERIAL K") ❑ �❑ CHARLOTTESVILLE, u� ❑ VIRGINIA PTD. WOODEN CORNICE o SnAL & SIGNAmuRn TRIM ("MATERIAL C") uu 0 �❑ uuu uu o u WOODEN ROOF SHINGLES ("MATERIAL B") - II a ❑ o o❑ u \ ELLIE uuuuu FRANCI$CO 0. WCHEZ AIA Al 5/26/2020 - u RA # 0401018520 I, Al 5/26/2020 PTD. WOODEN FRAMED ` Sxnnm TITLE DOUBLE HUNG -- �� �., 'ND FLOOR PROPOSED ELEVS AT ("MATERIAL G's ( ) F.F.L. ATE]�IALS �E 1 ` AUTHENTIC DESIGN - r --- '' COLONIAL ASHLEY HOUSE ` � WALL MOUNT DAmn 1SSunD li ' .F (FIXTURE "FA") 26 I�AY 2020 PTD. WOODEN CORNICE TRIM ("MATERIAL C")IT SCALE SHEET No. de ;I AS NOTED PTD. BEADED WOOD EX108 EX106 ©7(105.1 DRAwN BY WEATHERBOARD i i °° i i i I °° i i � i °° MD A ("MATERIAL D") I I DATE CREATED �. +0 0" Al 5/26/2020 z-----------1- - — — F.F.L. z- - - - - - - --- - - - - - - - - - - - - - - - -2'-3 PTD. WOODEN & GLASS F.F.L- DOORS ("MATERIAL E") FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIdN 381 PARK AVENUE SOUTH, STD. 915, NEW YORK, NY 10016 E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FGS—A.COM PROPOSED EAST E L E V A T I N e MATERIALS 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 to be by the designer, FGS DESIdN, 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, 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. NOTES: MATERIAL KEY: 1. ROOF SHINGLES TO MATCH EXISTING 2. GUTTER & DOWNSPOUT TO MATCH EXISTING uuo 3. WOOD BEADED WEATHERBOARD SIDING TO MATCH EXISTING A B 0 A5/26/2020 0o 0 4. DOUBLE HUNG WOODEN FRAMED WINDOWS TO MATCH EXISTING ON ALL o o FACADES. SIMILAR WIDTH AND HEIGHT WOODEN ROOF SHINGLES o METAL GUTTER F Y ("MATERIAL B") o ("MATERIAL K") 5. ODEN FRAMED - - 0o 0 a/26/2020 TO ONLY EX VATION, ` - oo BRICK ("MATERIAL A") M ROAD - PTD. WOODEN CORNICE �� 6. WOODEN & LA DOOR TO M T H , TRIM ("MATERIAL C") EXISTING D 00 WOODEN ROOF SHINGLES 00 ("MATERIAL B") 7. METAL & GLASS DOORS TO ONLY o EXIST ON BACK ELEVATION, HIDDEN - o �� FROM ROAD - - 000 METAL GUTTER—LILLl o o 8. SHUTTERS MATERIAL AND DESIGN TO ("MATERIAL K") MATCH EXISTING nxd. C d o0o 5 26 2020 Q / / 9. ROOF TRIM MATERIAL TO MATCH o EXISTING WOOD SPECIES 0 B F Ol 5/26/2020 PTD. WOODEN FRAMED7,-7�-2ND . .1 1 1 � . . . . I ... I 1 4 FLOOR DOUBLE HUNG WINDOWS . . .. . ...... I -..1111 . — , — . I 1 F.F.L. ("MATERIAL G") Ll G H nXd. A A A DEEP LANDING WORKSHOP - PTD. WOODEN L1613B SCONCE /D[ WINDOW SHUTTERS LE-1]PTD. BEat B (FIXTURE "FB") ..E - ("MATERIAL F") LHIIE: �xloo.l LHEL ao xd.lot. A 5/26/2020 BEADED WOOD WEATHERBOARD "MATERIAL + ®' - 0 ( D") F.F L I I1 PTD. WOODEN & GLASS DOORS ("MATERIAL E") - - - - - - - FFL Q 5/26/2020 PROPOSED SOUTH ELEVATION 1 1/4„=1,-0„ K LIGHTING KEY: WOODEN ROOF SHINGLES ("MATERIAL B") �- Al 5/26/2020 - Do$@ - -. METAL GUTTER FA FB - - ...... ("MATERIAL K") TAVERN PTD. WOODEN CORNICE CHARLOTTESVILLE, TRIM ("MATERIAL C") VIRGINIA - PTD. WOODEN FRAMED SnAL & SIGNATURE DOUBLE HUNG WINDOWS -- ("MATERIAL G") � WOODEN ROOF SHINGLES ("MATERIAL B") FC FD ANN MORRIS - MORRIS LIGHT - - PTD. WOODEN WINDOW SHUTTERS Ol 5/26/2020 FRANCISC�O G�. SANCHEZ AIA „ RA 0401018520 (FIXTURE FD ) ("MATERIAL F") Sxnnm TITLE SURFACE MOUNTED -� 9' - 7 99 2ND FLOOR TO PATIO CEILING ' 1 F.F.L. ER®]POSED ELEVS PTD. WOODEN CORNICE MATERIALS KEY METAL & GLASS DOORS "MATERIAL J" ( ) TRIM ("MATERIAL C") DATE I UED A A A PTD. BEADED WOOD 26 MAY 2020 - WEATHERBOARD SCALE SHEET NO - ("MATERIAL D") AS NOTED nX106 PTD. WOODEN FRAMED Ll DOUBLE HUNG WINDOWS "MATERIAL DRAWN BY MD A60 1 0 G" DATE CREATED )9 + - - - - -F.F.L. -09 8" PTD. BEADED WOOD F.F.L. WEATHERBOARD ("MATERIAL D") FGS DESIGN, L.L.C. ARCHITECTURE — INTERIOR DESIGN 381 PARK AVENUE SOUTH, STD. 915, NEW YORK, NY 10016 1L� PROPOSED EST ELEVATION E: info®fgs—a.com T: 646-470-6528 F: 212-537-7323 WWW.FO�—A.COM The Architect of Record or other licensed design professional shall be responsible to obtain all necessary approvals and licenses for the permits, governmental performance of the Project or Work described, including all services to be provided by the designer, FGS DESIGN, 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, 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. VIRGINIA DS TAVERN SITE CONSTRUCTION DOCUMENTS ,ti.T •r i - 14 ALBEMARLE COUNTY VIRGINIA •,,-,�'��y!•��"�F. �-{,ti. vP•; �� -,Y v,�' .fit 'Yy ti 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 VICINITY MAP (SCALE 1:1000) SET REVISIONS 10 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. V,' 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: ,LTH OF W"w-m V29 U JONATHAN F. GARBER No. 038568 %05/26/20 �� SIGNAL t�ti� ARCHITECT NAME/SEAL: 0 0 O W z > W W w Q � > W U Q � � o ow �� > Q NO. REVISION/ISSUE I DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: 101111=41111211 DRAWING NUMBER: 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 °I UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE I CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL Q EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEST PITS AT ALL LOCATIONS WHERE PROPOSED CONSTRUCTION CROSSES EXISTING WATER, GAS AND FIBER OPTIC LINES. 0 3) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION CALL MISS UTILITY. 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 i 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 ID COUNTY MUNICIPAL WATER SYSTEM SHALL BE 0 CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/ STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS MANUAL. 6) DRAINAGE IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. Q 7) INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. n 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. 10) ALL MATERIALS USED FOR FILL OR BACK -FILL SHALL BE FREE OF WOOD, E ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPACTIBLE SOIL TYPE E MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND 21 REFUSE DEBRIS DERIVED FROM ANY SOURCE. 0 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 17 PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE 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 °1 92 LB/CU. FT. PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 17 �I12) 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 AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 13) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD PROCTOR Q TEST AND SHALL MEET BEARING REQUIREMENTS OF ARCHITECT FOR BUILDINGS. 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. of DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES V 3 6 0 (A) EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC.: F ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. 0 U (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 AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: a (A) SUB -GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. �I (B) STONE -BASE: ONE TEST PER LANE PER 6" COMPACTED LIFT PER 500 LINEAL FEET. V (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. J ABREVIATIONS: ARCH. ARCHITECT EXISTING PROPOSED 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 ROADS 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 - ROAD CENTERLINE EL. ELEVATION 18) COMBINATION UNDER -DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END ESMT. EASEMENTEW EXISTING WATER CURB TAPER OF CUT SECTIONS. UNDER -DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT OF ALL VERTICAL CURVES. EX. EXISTING F.E. FOUNDATION ELEVATION SIDEWALKS 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 CONCRETE PAVEMENT a, 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 GRAVEL SURFACE 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 BUILDINGS 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 FENCE 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 DECIDUOUS TREE UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTOR'S DIRECTIVES SHALL BE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT CAUSE FOR NON -ACCEPTANCE OF THE FACILITY. PVC POINT OF VERTICAL CURVE = + = CONIFEROUS TREE 22) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT CONIFEROUS SHRUB OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PVMT. PAVEMENT 23) A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE ISSUANCE OF THE LAND R RADIUS St ST STORM WATER LINE DISTURBING PERMIT. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE R.D. ROOF DRAIN COUNTY ENGINEER. ALBEMARLE COUNTY PUBLIC UTILITIES INSPECTOR, REPRESENTING RT. RIGHT SANITARY SEWER - - PROPERTY LINE WATER INTERESTS, SHALL ALSO ATTEND. ATTENDANCE SHALL BE COORDINATED THROUGH SEW. or SSEW. SEWER THE OFFICE OF THE COUNTY ENGINEER. STORM SEWER STD. STANDARD 24) ONLY PERSONNEL AUTHORIZED BY COUNTY SHALL OPERATE COUNTY WATER VALVES. STM. SEW. STORM SEWER SE SOUTH EAST 2900 - - 2900 - - INDEX CONTOUR 25) ALL DETAILS NOT SPECIFICALLY SHOWN ON THESE PLANS REMAIN PERTINENT AND SHALL BE S/W SOUTH WEST 2898 - - - 2898 - INTERMEDIATE CONTOUR IN ACCORDANCE WITH CURRENT ISSUE OF DCSM. SIDEWALK S.F. SQUARE FEET x SPOT ELEVATION 26) BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY STIR. STRUCTURE 2876.3 2893.66 -T B PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED T/C TOP OF BANK LIMITS OF CLEARING AND/OR GRADING IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL TOP OF CURB T/P TOP OF GRAVEL PAVEMENT REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. TPD TRIPS PER DAY �9 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) go 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 V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 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, an and all utilities including traffic signal poles, 'unction boxes controllers etc. owned b VDOT or private I public utility companies. It is the sole responsibility of the p p 9, p Y g g p ,1 Y p p Y p p Yp V20. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. Density will be determined using the density control strip in accordance with 9 Y p Y g Y p 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 laced in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as p p p 9 P Y 9 Y p 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 backfill 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.corn ENGINEER NAME/SEAL: LTH op � U JONATHAN F. GARBER > No. 038568 t05/26/20 "y ti �sTpNAL ��� ARCHITECT NAME/SEAL: 0 0 x 0 w z > w a w p � H v � w Q � w w > Q o x NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: J FG DRAWING DESCRIPTION: GENERAL NOTES DRAWING NUMBER: C-02 TM 59-16A IVY HILL GARDENS, LLC DB 5002/71 MULTI -FAMILY RESIDENTIAL 5 0 K� y�P / / AXLE ELEVATION 01109.90' So. SFT e� WOODED SLOPE MIX OF DECIDUOUS AND EVERGREEN STEEP SLOPE OVERLAY 9' GENERAL NOTES: rTl z 1. CURRENT FIELD SURVEY RECORDED BY LINEAGE ARCHITECTS, PC. PAVEM T- `� 2. TOPOGRAPHY SHOT IN FIELD BY LINEAGE ARCHITECTS, PC. H 3. THE SITE IS DETERMINED TO BE LOCATED WITHIN THE IVY CREEK 1 34°TULIP POPLAR ' ' ' % ;' ' RESERVOIR WATERSHED. A -- v 4. THE SITE IS ZONED C1 COMMERCIAL. -' /,- �� 5. THE SITE IS LOCATED IN FEMA FLOODPLAIN ZONE X; THE SITE IS IVY ROAD DETERMINED TO BE OUTSIDE THE 100 YEAR FLOOD PLAIN. ` z FIRM MAP NUMBER: 510 03C 0265 D. EFFECTIVE DATE: FEB. 4 2005 ~� o �,- US ROUTE 250 a -_ 6. BENCHMARKS ARE ASSUMED ELEVATIONS BASED ON CURRENT A CRAPE M g �E/ F�y' 80 R/W FIELD SURVEY. oF�F `, 7. ALL PLANT MATERIAL IS UNDER 6" CALIPER UNLESS OTHERWISE z NOTED. DOGWOOD ---- v°\ \ APPROX. SEPTIC LINE 8. ALL TREES NOT EXPLICITLY SHOWN FOR DEMOLITION SHALL BE y LOCATION TYP. 3 PRESERVED. ° / was =s � � A s �" EVERGREEN MA OLIA � SEPTIC LIDO p` \\\ \ EASEMENTS OF RECORD: DEMOLISH AND REMOVE CLEANOUT o EXISTING MIXED'EXISTING SITE (EASEMENTS AS KNOWN OR DISCLOSED, NO TITLE REPORT FURNISHED, o0 L DEMOLISH AND REMOVE \ I ' � ' � � ENTRANCE EXIT DECIDOUS BED DECIDUOUS MAGNOLIA ;' 11, `, ADDITIONAL EASEMENTS OR UTILITIES MAY OR MAY NOT EXIST.) DEMOLISH AND REMOVE DEMOLISH AND REMOVE ( _V\t DEMOLISH AND REMOVE av° s \ ' EXISTING FENCE VIRGINIA ELECTRIC AND POWER COMPANY EASEMENTS: EX�NG DOGWOOD X3 EXISTING UTILITY POLEAO?sa 1 " WILLOW ° ���A FIRM INFO: DEMOLISH AND REMOVE' ° �aa OAK \ h , DB 307/183 POLE LINE EASEMENT PARALLEL TO RT. 250, NO WIDTH GIVEN. / EXISTING CONCRETE WALKDEMOLISH AND REMOVE \� ----__ EXISTING BIRCH �av° �� ; = �� 00:00' -NOT PLOTTED Lineage Architects, P.C. DEMOLISH AND REMOVE - �" P.O. Box 991 -�; - DB 316/562 POLE LINE EASEMENT PERPENDICULAR TO RT. 250 NO WIDTH DEMOLISH AND REMOVE EXISTING FENCE � � , UTILITY POLE 98 Lee Highway dv° , r \�/ DEMOLISH AND REMOVE \� EXISTING ROSE OF SHARRON J� j j\� \ �° GIVEN. -NOT PLOTTED Verona, VA 24482 EXISTING PATH EDGE , X6 II _ PAVEMENT Phone: (540) 248-3771 HP \ / ,l� °h=— ° — ELECTRIC EASEMENT RESERVATIONS: Fax: (540) 248-1628 DEMOLISH AND REMOVE �� / tiFgo °e— Email: info@lineagearch.com EXISTING PATH � �� � . GRAVEL DRIVEWAY ,�ti ; �' ,%°";' �y�� ONE STORY HOUSE /° SHARED DB 263/230 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING DOOR102.91' r � DRIVEWAY oo DOGWOOD \ \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT ENGINEER NAME/SEAL: 1303SF DEMOLISH AND EASEMENT 10 4491/389 PLOTTABLE. \ o� REMOVE ExISTING eR/C / �`' DB 263/440 RESERVATION FOR AN EASEMENT FOR POWERLINE CROSSING a OVERHEAD LTH NINGWALL � =o �� U / ELECTRIC pO �qC\ DEMOLISH AND REMOVE %; \ \ PROPERTY. NO WIDTH GIVEN. LOCATION NOT SPECIFIED, NOT PLOTTABLE of R EXISTING REDCEDAR q A �r / H� / A BRICK �� O STOR Y VIRGINIA TELEPHONE AND TELEGRAPH EASEMENTS: U JONATHAN F. GARBER> , PATIO RY HISTORIC TAVERN p 8r1 v No. 038568 ROOFTOP 1287 1612SF °FCk �Q °� SO. DB 338/415 POLE LINE EASEMENT, 10' IN WIDTH CENTERED ON WIRES AS � 05 26 20 DEMOLISH AND REMOVE �� °° / 9w,� 1s/„ �� EXISTING EXISTING PORCH I o �� �/ poR�y % \SSA CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED.S POND DEMOLISH AND REMOVE BRICK � \\ �b°wlLLowoAK v�4' DB 338/424 POLE LINE EASEMENT 20' IN WIDTH CENTERED ON WIRES AS IDNAL PATIO o0 0 1 STORY BLDG _ �� DEMOLISH AND REMOVE EXISTING PATIO \ / \ DOOR 100.8' DEMOLISH AND EXISTING FLAG POLE CONSTRUCTED. NO LOCATION SPECIFIED. NOT PLOTTED. DEMOLISH AND REMOVE o ROOFTOP 117.9' - REMOVE DOGWOOD 230 SF 11, % DEMOLISH AND REMOVE EXISTING HOUSE \ ° EXISTING DOGWOOD WATERLINE EASEMENT: ARCHITECT NAME/SEAL: \ r T UTILITY POLE — STORY HOUSE O FF 101.94' RIDGELINE 113.25' f O' RAPE MYRTLE 1724 SF ^ °re0 �F, DB 357/219 RIGHTS TO A WELL AND WATERLINE IN EXCHANGE FOR A ""-- DOGWOOD \ ° RDCgcF �_� ;' -O RELEASE TO RIGHTS TO A SPRING. Opp _ \ CRAPE MYRTLE ACCESS EASEMENT: "RESTRICTED AREA" TO BE KEPT FREE OF BUILDINGS OR PENS OF ANY KIND; TO BE BLDG USED ONLY FOR GARDENS ANDrn STONE RETAINING WALL - , \ av° \ PASTURE (EXCEPTING FOR / o o HOGS OR GOATS) DB 263/230 ��� �� �av° ��- t- \ /° % i ,e TM 59-15 _/ �y IVY ROAD RE, LLC DB 5123/91 Inst 201800013717 O FEMA Flood Zone X 51003CO265D, 2/4/05 Samuel Miller Magisterial District Nss° 3p53 w /31. ��\ , TM 59-15B O' HALLAM ROTH �ag0 DB 4263/729 SINGLE FAMILY RESIDENTIAL°r 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 11 1/ Il �I IIII I/l 11 1 I II III 1 I I I I I I I 1 I I I I I 1� II I I II II II I 1 1 1 1 II I I I 80 -- II 1\187° 08'33"W 86.82' TM 59-15 JERRY D BENINATE DB 1654/396 RESIDENTIAL -MOBILE HOME BENCHMARK DB 263/440 A 20' WIDTH EASEMENT FFOR ACCESS, OVER THE "OLD D.S. � IRON PIN ROAD", SHOWN HEREON ON THE WESTERN SIDE OF THE PROPERTY. ELEVATION \ 1098.31' DB 4491/396 A SHARED DRIVEWAY EASEMENT SHOWN HEREON. 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. o EXISTING CONDITIONS SCALE: 1 "20' 0 O 3 > W z W W � W H"1 W � � U o ° W U VD ? ti NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG DRAWING DESCRIPTION: EXISTING CONDITIONS DRAWING NUMBER: C-03 GENERAL NOTES: C z Sp-SFTBgck V z I I \ 110.00, 1. ALL RADII = F 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 / 200 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 0 0_ o - 8.65=9 zo TOTAL SPACES REQUIRED = 9 (INCLUDING 1 H/C) TOTAL SPACES PROVIDED = 9 (INCLUDING 1 H/C) A f11H 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: -- 1,TH of U JONATHAN F. GARBER � No. 038568 t05/26/20"v VIS11101VAL ARCHITECT NAME/SEAL: NO. I REVISION/ISSUE I DATE DATE: DRAWN BY: APPROVED BY: 19066 MAY 26, 2020 DRAWING DESCRIPTION: GRAPHIC SCAR 20 0 0 20 4� 8� OVERALL SITE PLAN OVERALL SITE PLAN ( IN FEET ) 1 inch = 20 ft. SC -ALE: 1 "= 20' DRAWING NUMBER: C-04 JMT JFG i q- --- � lCo 0 N4 / QQ O— --_--- / — —— -------- / / / _--- --- ---- -- =--i =—--_--—---- / �/ — — — — — —------- — — — — — / SCbvic SST \% / // EXISTING STONE WALL I —I / ' EXISTING EXISTING BRICK TERRACE OUTBUILDING j / / Hemlock / 6 OAK LEAF HYDRANGEA PROPOSED Dogwood � � / g TERRACE / �8 PLUM YEW / OF�E �--� 1/ PROPOSED / R Black Walnut I I• ADDITION �1 WITCHHAZEL V � WOOD SCREEN FENCE HVAC V RILL. '-WOOD SCREEN FENCE / j `�' / ----_ -- - _------� � EXISTING ` \� � / ------------------� / BUILDING / / Arborvitae l ............................. / hedge/ � �--------- HYPHEN ------- --/ F7H. �F` _4--------------D. S. TAVERN-_�,------------����'. � � PARKING SUMMER �� `-- PARKING Dogwood 1 / w KITCHEN ----- - SPAE v / ����----- i T� s / rtle / --�� � DSO Crapemyrtle PARKING,,� �1 SPACE n, LUSH STONE Cr THRESHOLD 3 BLACK HAW / 4RHODODENDRON 1 YELLOWWOOD 1 HOLLY i \ TP 2 SWEETBAY \ / O Dogwood I ' i Oak OHE TIMBER GUARDRAIL r WINTER JASMINE J�XISTIN EXIST/NG CV VERT �\ • LI RASS Z Z C1 `STEWARTIAI 4 BOXWOOD \ i SWE BOx 4 AUCUBA J STEPPING TONES � — CRUSHED STONE _ j DRIVE AND PARKING 2 CRAF EMYRTLE— / \� FLUSH STONE THRESHOLD ST. JPHNSWORT T T / PARKING 3 SPACES / I / / — I i i (T o' / 14" Willowbak 3 FRINGETREE 5 SPICEBUSH pROpE �,R (PP , 34" Tulip Poplar EXISTJNG SIGN I Arborvitae vel / a /° IDe� Magnolia COMPLIANT VEL GRID / -S EPPING STONES / HOPHORNBEAV /-----------U------- FLUSH STONE/THRESHOLDA :0,_—Z CL / U) C7 -1 SHUMA/RD OAK Y / <------- 1 SERYICEBERRY -3 SOT EBRUSH BUCKEYE } i (TP) + __0_ 8 " Ev. Magnolia A CK 3 SWEET SHRUB � I ) \ ; MONROE AND CROCKER. PC / LANDSCAPE ARCHITECTURE I SITE PLANNING I ARCHITECTURE � POST OFFICE BOX 722 FLINT HILL, VA 22627. TEL: 540.636.4505 D.S. TAVERN, ALBEMARLE COUNTY, VIRGINIA SPRING 2020 PLANTING SCHEDULE FOR 26 MAY 2020 RE -SUBMISSION FOR ARB ......................... BotaRicallyme......................... :..............CAl1:mon.hlamg................ ;...Qtv..;... 5 BAYBERRY LARGE TREES /./ V........................................................................................................................................................................................ Cladrastis kentuckea Yellowwood ..... TBD .. B&B TBD ' / / Ilex opaca American Holl 3 ::.. Y.................:....... TBD B&B TBD .. Junlperus virainiana Eastern Redcetlar 3 TBD B&B TBD ;:. :.. 2 ' ................Magnolia virainiana,,,,,,,,•„•,•,_•,•,•• :_.••_••••,•,Sweetbay.MAnolia.„•,, ,•,.,, ,„•,_,,. TBD B&B TBD Ostrva virainiana Hoohornbeam .................................................................. 1 ...... ... TBD B&B TBD .. . uercus shum rdu Shumard Oak ?.....................a............................_...........................Ar TBD. _. B&B... TBD.. / ...................................................... ......... SMALL TREES ..................................................................................................... 3 DOGWOOD / Amelanchierx grandiflora `Autumn .B.. .r.i-i.li.a..n..c..e..' Autumn Brilliance Serviceberry.........1.......TBD .................................. ... B&B TBD / Chlonanthus virglnlcus Fringetree 3 TBD ': B&B '• TBD 6 PRAGUE VIBURNUM ......... ......... ......... .. ........ ...................., ........................ ..... Corpus floridus Flowerin Dogwood 3 ........ TBD ....... B&B ......... TBD / .........................................................................................................9......:.................................;................................... / Lagerstroemia indica Natchez Natchez Crapemyrtles 2 .... ........... ................ .... .. TBD ..... B&B .. .. TBD ....... / Stewartia monodeloha Tall Stewartia 1 TBD L B&B TBD Viburnum prunifollum Blackhaw Viburnum '• 3 ............................................... TBD B&B TBD \ j �. HOLLY RED CEDAR SMOOTH WITHEROD ....... ......... ......... ......... ......... ......... ......... SHRUBS.................................................................................... Aesculus wrviflora '• Bottlebrush Buckeye,•,,,,,•„•, 3,•,, ,,TBD Conti TBD„ Aucuba,laponica. °Emily,.Rose'..............:.............Emile, Rose Aucuba„.„•,. 4 :..TBD ,: _Copt,,. TBD.. „•,,,•••Buxus semnervirens,`Suffruticosa',.„•••„•,;,,•,,,,•,•••,,,English,Boxwood.,,,..,,,.,.„•4••,,,•TBD,,, Copt,;, TBD„ ............al ycanthus.floridus. Aphrodite ........................Aphrodite. Sweetshrub............... 3..,... TBD. _ Cont.. TBD._ Cenhalotaxus harringtonia `Duke Gardens' Duke Gardens Plum. Yew 8 ? TBD Cont TBD Hamemelis intermedia `Arnold Promise' Arnold Promise Witchhazel...........1.......TBD.. Cont TBD Hy.drangea puercifolia `Sike's Dwarf' Sike's Dwarf Oakleaf.Hydrangea.. 6 TBD Cont TBD Lindera benzoin Spicebush 5 TBD Cont TBD Myrica,nensylvanica ....................... Northern Bayberry..................5......TBD Cont TBD.. Jasminum nudiflorum Winter Jasmine TBD TBD Cont TBD Rhododendron chinoides Chinoides Rhododendron 4 TBD ' Cont TBD Viburnum nudum 'Winterthur' Winterthur Smooth Witherod.,,,,.,„• 8•,•...TBD Cont TBD ........................irnum nraaense ................................./..........................................................f.........../............L........... Prague Viburnum 6 TBD ' Cont TBD I........... .......................................... ROUND COVERL.PERENNIALS..GULB$.. VINES., GRASS......,............,...................._._ „•,•,••,•Hv, pericum, calvcinum St. John's Wort '• TBD TBD '• Cont ' TBD Sarcococca humilis Sweetbox.......................rBD,.._TBD.. TBD.. Sod or 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 MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. N O R T H SCALE: 1 " = 1 O' 01 10, 20' 30' 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 EXISTING TREE Name I TO REMAIN POWER POLE OHT OVER HEAD TELEPHONE OHE OVER HEAD ELECTRIC TP TREE PROTECTION FENCE SITE LIGHTING o FA FB FC -�- FD leg Oi ROSA T. GROCKI;R Geri. No. 364 MONROE AND CROCKER, P.C. LANDSCAPE ARCHITECTURE. SITE PLANNING. ARCHITECTURE P.O. BOX 722 FLINT HILL, VIRGINIA 22627 TEL. (540) 636-4505 E-MAIL: MCPCCaMONROECROCKER.COM SCALE: DATE: 1"=10' July 12,2019 REVISED May 23, 2020 DRAWN: REVISED May 26, 2020 RC, EB PROJECT #: 613.01 LANDSCAPE PLAN SHEET: 4 GOA 3 of3 >I 0 �I3 �I 0 c c V I 3 0 T c 20 i GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EXISTING BRICK PATIO 40 EXISTING 1 STORY HOUSE r EXISTING POND '0. / 0-&2 +0.01 / +0.03 � +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 6 +0.03 + .01 +0.01 � '0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + .01 0 0 I---+O 01 +0.0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +I .01 +0.00� +0.00 + . 0 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + . 0 +0.00 *0.00 +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 +0.00 +0.00 0,00 + .00 / \ +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 + .00 +0.00N.00 +0.00 +0. 0 +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 +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 N0 0.00.00 0.00 +0.00 +0.00 +0.00 +0.00 +0.01 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.00 +0.000 +0. a +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 00� 0 1 0.06 0.27 0.05 0.00 0.00 0.00 .00 0.00 0.00 0.00 0. 0 .00 0.00 0.00 0.00 �/0.00 +0.01 +0. +0.13 + 5 +0.16 +0.01 +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 +0.0�\ +0.00 +0.00 +0.00 +0.01 + .01 A+0.01 0 + . 1 ,Q.Qo 0. 0 C�0 0.01 0.01 0.02 . 8 0.47 0.14 0.01 OA1 0.01 0.01 0.01 0.01 0.02 0.01 0 0:0-2 0.00 + �+ + + +` + + +// + + + + + + + � + 0.01 0.01 0.01 0.02 06 0.11 0,06 .02 0. 0.01 0.01 0.02 0.02 0. 3 0.03 0.0 0.04 �. 0.00 + + + + + + + + + + + + + + + + 01 O.b,1 0.02 0.0 0.07 0.06 0.04 -O.D2 0.01 0.0 .03 0.08 0.10 0.2 0.06 .03 0.01 0.0 + 2 +0.02 \ 0.04 +0 +0.12 +0.05 +0.03 +0.02 -+0:02 +0.03 +0.12 + .84 +0.5 + .47 3 0.05 +0.01 +0.00 +0 3 0 + . 4 +0 07 .. 1. +0.08 +0.05 +0.03 +0.03 .-04 - +0.18 + .84 +2/20 +0. +0.10 +0.01 /y + .0 + .13 +Q.07, + . 1 +0.37 0.09 0.06 0.05 05 0.14 1 0.74 0.65 .05 0.12 0. 1 0. 6 0.64 +0.1 +0. �+ .23 +0.45 +0. 2 +0. +0.11 +0.08 + �8 +0.09 + . 5 +0.22 +0.30 .24 +0.12 +0.01 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. 1.09 1. 5 8.2 2.56 0.43 0.57 - 7 0.1 0.25 0.09 0.08 .07 .02 + + �+ + + + + + + + + + 0 1 0. 4 .20 1. .2 .82 0.8 0 5.1 0.5 0.90 0:09 0.05 0. 2 + + EXISTING 2 STORY + + + + + + + 0.00 0.01 .04 0.17 O. HISTORIC TAVERN 1.7 1 .95 0.97 9 O.d O� f�0 +0.00 +0.01 +0.02 0.0 + .1 1612 SF +3. o + .58 +1.6 + . 0 + X. +0. +0.01 +0.01 +0.04 +0.17 + 4° 77 + . +5. +0 +0.07 +0.02 PROPOSED + + + + 1 STORY + + 0.01 0.03 0.15 .39 ADDITION EXISTING 0. 44 + 424 SF 1 STORY +^ 0.11 0.00 PROPOSED 2 STORY ADDITION 979SF PROPOSED / \ TERRACE BLDG 230 SF / HVAC I I I I S / / 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. 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: LTH pF� U JONATHAN F. GARBER No. 038568 VIS1 05/26/20 IpNAL S� ARCHITECT NAME/SEAL: / NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: JFG N DRAWING DESCRIPTION: SITELIGHTING PLAN SITE LIGHTING PLAN SCALE: 1 20 DRAWING NUMBER: C-04 B 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 T 1 Coarse Spray 450 (Non -Traffic) Acrylic Emulsion 3.5:1 Coarse Spray 350 (Traffic) T Source: Va. DSWC N UI 2 a L U c; s 2� a a, L ti r 0 a, a v a� i a Source: Va. DSWC EXISTING BRICK PATIO TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES Per Acre Per 1000 sq. ft. Mulches Notes Free from weeds and Straw or Hay 11 2 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 winter cover o* during hot, Fiber Mulch Minimum 1500 lbs. 35 lbs. dry periods. Apply as slurry. Cut or shredded in 4-6" lengths. Air-dried. Do not Corn 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. 20 EXISTING 1 STORY HOUSE NOTE: SEE LANDSCAPING SHEET BY OTHERS FOR LANDSCAPING PLAN. I I 'I I , I, / r I i I r r r r r _- ---------------------- ---------------- TSSP TS I ' TO SF'. \------- X MU �Tp �X\ 1 PS i \/M/o vXvX TP l �CO�yS7, I , 99.82' ? ! R4cT/o vXv SF DC 98.50' B/C / \ 9 ` X 02.28/ 102.4 I , lb TP o /� 100.67' B/C EXISTING 2 STORY HISTORIC TAVERN 1612 SF 0 I o 100.78' 98.83' 100.9 I PROPOSED I 100.94' 1 STORY EXISTING TS ADDITION 1ST RY 424 SF - \ TO / BLDG v } SF, XJ \ I MU PROPOSED 230 SF PS 2 STORY .72,''B/ ADDITION / 979 SF PROPOSED TERRACE 1,200, N� ---- .----- , III 1 I I I I I I I I1, I I I I I I I 1 I IIIIII I I I I I I I I I I I I - �I ,IIII, I I I I \ I I I 1I I I— , 'I 'II I'Illl � ------------ I,II III 110.00, GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 GRADING/E&SC PLAN SCALE: 1 "=20' 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 A 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 VISIT THE 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 ROAD CRS CRs STABILIZATION v 3,Q5 SILT FENCE X X X 3.07 STORM DRAIN INLET PROTECTION 3.08 CULVERT I n INLET PROTECTION r 3.30 TOPSOILING TO CT 0 3.31 TEMPORARY SEEDING TS TS 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING M U MU 3.39 DUST CONTROL DC DC TOPSOIL STOCKPILE TSSP TssP 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: LTH op � U JONATHAN F. GARBER No. 038568 t05/26/20"v VIS11101VAL S� ARCHITECT NAME/SEAL: 0 0 3 > z w w W d C � � w ° o W ¢ w CAz > Cn ¢ 94 Q v NO. REVISION/ISSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 APPROVED BY: DRAWING DESCRIPTION: GRADING/E&SC PLAN DRAWING NUMBER: C-05 JMT JFG 4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT 4" HEAVY STONE 12" RDC, COMPACTED w/ SHEEP'S FOOT ROLLER IN TWO EQUAL LIFTS \< X� < X <?\< �x X\\ < /X\ �x III III III III III III I}II 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 SGiI=. NTS 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 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. SEE NOTE 4 4 �R jY2" % 6" 15' 18„ MIN.��� �� SURFACE MAX. \ BASE oubbAor 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 CG-2 DETAIL SGiE: 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. /— FLOW IIIII" 4" 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. FLOW EXTENSION OF FABRIC AND WIIRE INTO THE TRENCH. FILTER FABRIC ---- q - WIRE SILT FENCE DETAIL SCALE: NTS SOLDIER COURSE EDGE WITH 90 DEGREE HERRING BONE PATTERN PAVER PLAN AND SECTION SCALE: NTS r __. RESTRAINT JRSE IERRINGBONE PATTERN DRAWING NO. SCALE ICPI-42 F.S. STANDARD ALUMINUM 5I6N ALUMINUM "VAN-AGGE55IBLE" 516N 2"X2" STL. TUBE, EXTEND 2'-0" INTO GONG. FILLED PIPE 6" DIA. STD. STL. PIPE FILLED WITH GONGPETE #6 BARS EACH WAY THPU PIPE '- a l\ RESERVED PARKING PENALTY $100-500 FINE OW AWAY ZON VAN -ACCESSIBLE HANDICAP PARKING SIGN SCALE: NTS 1 PRECAST CONCRETE OR CUT STONE CURB CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS 1" TO 1 1/2" (25 TO 40 MM) BEDDING SAND GEOTEXTILE 12" (300 MM) WIDE, TURN UP AGAINST CURB COMPACTED AGGREGATE BASE GEOTEXTILE AS REQUIRED ' TURN UP AT SIDES OF BASE •c c .r Ic Ilc I .�r o III=III • ` • �� Ow —III y1l.. —' I I_I I I_I I I_I I I_I I I_IIIIVII III_III_III_III_III c COMPACTED SOIL SUBGRADE c ' COMPACTED AGGREGATE OR CONCRETE BEDDING NOTE: 1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS. 2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF CONCRETE PAVERS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. DRAWING NO. STREET PAVEMENT WITH FULL -DEPTH ICPI-51 0 PRECAST CONCRETE OR CUT STONE CURB SCALE F.S. FIRM INFO: Lineage Architects, P.C. P.O. Box 991 98 Lee Highway Verona, VA 24482 Phone: (540) 248-3771 Fax: (540)248-1628 Email: info@lineagearch.com ENGINEER NAME/SEAL: TH op� CYN v Nh U JONATHAN F. GARBER > No. 038568 t�05/26,/20,$ 'S"oXAL ARCHITECT NAME/SEAL: O O 0 > W z W W h w u a H rn 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. 0 MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE CHAMPAIGN, IL 61821 (217) 355-9411 (217) 355-9516 FAX SET TOP OF ROOT BALL FLUSH TO MULCH RING 1800 MM (6 FT.) GRADE OR 25-50 MM (1-2 IN.) HIGHER IN DIAM. MIN. 2400 MM �81FT.)DIAM. SLOWLY DRAINING SOILS. ___PREFERRED 200 MM (8 IN.) J ui,... 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." 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 0 DRIP LINE SNOW FEN SNOW FU FENCING AND ARMORING CORRECT METHOD OF TREE FENCING CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE TREE FENCING AND ARMORING DETAIL SCALE: 1'v FT NCE 'i 0 DRIP LINE -------- PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRA[ PROPOSED GRADING MIN 5' _ - - WHERE DRIP LINE IS LESS THAN 5' erw CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES TREE PROTECTION DETAIL SCALE: iN T r'TU Aff TATrn. 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: �LTH of U JONATHAN F. GARBER No. 038568 sIONAL ARCHITECT NAME/SEAL: z a U NO. REVISIONASSUE DATE JOB NUMBER: 19066 DATE: MAY 26, 2020 DRAWN BY: JMT APPROVED BY: J FG DRAWING DESCRIPTION: LANDSCAPING DETAILS DRAWING NUMBER: C-07