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HomeMy WebLinkAboutSP-24-06 - Plans - Non-Record - 1650 Shelburne RoadGoss Jeep 1650 Shelburne Road South Burlington, VT 05403 DRAWING LIST CONSULTANTS: OWNER/APPLICANT: SUBJECT PROPERTY: TAX MAP ZONING MAPORTHO MAP Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 0 0 1 C O V E R S H E E T . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 0 5 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C001 CO V E R S H E E T MHD SD NA 2/15/2024 SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 1 0 2 S I T E P L A N . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 3 5 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C102 SI T E L A Y O U T P L A N MHD MJD 1" = 20' 2/15/2024 SITE NOTES PROPOSED LEGEND ZONING REQUIREMENTS PARKING ANALYSIS SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 1 0 3 G R A D I N G & U T I L I T Y P L A N . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 3 5 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C103 GR A D I N G & U T I L I T Y P L A N MHD MJD 1" = 20' 2/15/2024 STORMWATER STRUCTURE SCHEDULE STORMWATER PIPE SCHEDULE SANITARY SCHEDULE NATURAL GAS SCHEDULE SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE EwAVeB SOIL BOUNDARY EROSION CONTROL LEGEND Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 2 0 1 E P S C P L A N . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 3 3 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C104 ER O S I O N P R E V E N T I O N & S E D I M E N T C O N T R O L ( E P S C ) P L A N MHD MJD 1" = 20' 2/15/2024 STONE DRIP EDGE AT BUILDING DETAIL BOULDER WALL PAVEMENT MARKING DETAIL TYPICAL STAIR DETAIL TYPICAL RISER & TREAD DETAIL CONCRETE STAIR DETAIL SIGN AND POST DETAILS BOLLARD DETAIL CONCRETE WHEEL STOP DETAIL TYPICAL PAVEMENT PATCH DETAIL BIKE RACK DETAIL CONCRETE SIDEWALK/PAD DETAIL Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 5 0 0 D E T A I L S . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 4 2 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C500 SI T E D E T A I L S MHD SD NA 2/15/2024 TYPICAL STORM DRAIN TRENCH DETAILINSULATION OVER SHALLOW DRAIN DETAIL STORM DRAIN CLEANOUT SITE/EARTHWORK SPECIFICATIONS SURFACE INFILTRATION BASIN DRAINAGE MANHOLE DETAIL FLARED END SECTION W/STONE APRON Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 5 0 0 D E T A I L S . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 4 1 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C501 ST O R M W A T E R D E T A I L S AN D E A R T H W O R K N O T E S MHD SD NA 2/15/2024 GENERAL EROSION CONTROL NOTES TREE PROTECTION DETAIL EROSION CONTROL BLANKET STABILIZED CONSTRUCTION ENTRANCE DETAILCONCRETE WASHOUT DETAIL SILT FENCE DETAIL STRAW FIBER ROLL - PAVEMENT Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 5 0 0 D E T A I L S . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 4 0 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C502 ER O S I O N P R O T E C T I O N A N D SE D I M E N T C O N T R O L D E T A I L S MHD SD NA 2/15/2024 SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE 6 HQM 3 TMH 9 HPLQF 3 TMH 4 IVRS 3 IVRS 3 IVRS 3 IVRS 4 TMH 5 HPLQF 5 HP 3 NSGG 2 TMH 2 TMH 27 HPLQF 2 NSGG Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e C: \ J M I L L E R L A N D S C A P E A R C H I T E C T U R E \ J O B S \ 2 0 2 2 \ 2 0 2 2 . 2 8 . G O S S J E E P \ 0 _ C U R R E N T \ 2 0 2 2 . 2 8 . G O S S J E E P L A N D S C A P E P L A N . R E V 2 . D W G PL O T T E D : 12 / 2 2 / 2 0 2 2 9 : 1 6 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC 1 UP D A T E D L A N D S C A P E 12 / 2 1 / 2 2 L100 PR O P O S E D P L A N T I N G P L A N JPM JPM 1" = 20' 10/04/2022 HS HS 3388 SF Showroom 121 SFWomen's 117 SFMen's 422 SF Lounge & Cafe 4050 SF Service Department 128 SFServ. Mngr. 723 SF Parts 269 SFRetail 58 SFElec. 92 SFF&I 94 SF F&I 85 SF Vestibule 1451 SFService Drive Wagoneer Display & Cloud Above 5'-11"24'-3"11'-8"18'-4"6'-0"120'-11" 3' - 1 0 " 3' - 4 " 53 ' - 2 " 39 ' - 1 " 1' - 3 " 31 ' - 1 1 " 3' - 4 " 4 ' - 6 " 2' - 1 1 " 13 ' - 4 " 3' - 0 " 13 ' - 4 " 5'-11"60'-4" 57 ' - 4 " 17 ' - 7 " 19'-0" 2'-7"18'-0"18'-0"1'-3"62'-1" 41 ' - 1 " 1" 8'-1" 2'-0"1'-7" 3'-7" A A 3 7 6 C caged parts delivery ? ? 6'-0" 190 SFBreak Room 62'-4 1/2" xE xD xC xB xA 11 D D F F 22 B B 5 4 EXISTING COLUMNS TO REMAIN EXISTING COLUMNS TO REMAIN B.1 4.5 5.5 6.5 S4 7 4 16 ' - 6 " 1' - 6 1 / 8 " 1' - 5 7 / 8 " 3.33.3 E E B.5 UNDER THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1, 1990, ALSO KNOWN AS THE "ARCHITECTURAL WORKSPROTECTION ACT OF 1990", THESE DOCUMENTS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN"ARCHITECTURAL WORK". THE DESIGN, SPATIAL FORMS, IDEAS, COMPOSITIONS AND ARRANGEMENT OF ITEMS DELINEATEDIN THIS SET OF PLANS ARE PROPRIETARY OF SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA). UNAUTHORIZED USE OF THESEPLANS CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDING BEING SEIZED AND RAZED. 2023 SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA)© 2.15.2024 Goss Jeep Renovation & Addition Goss Jeep SD-1 1/8" = 1'-0"1 Presentation First Floor Plan N First Floor 0'-0" T.O. New Parapet 24'-0" Service Drive Top of Wall 18'-0" ACM-J1 GL-1 SF-2 ACM-J2 ACM-J3 10 ' - 0 " 2' - 0 " 5' - 1 1 1 / 2 " 2' - 0 1 / 2 " OH2OH1 SF-1 SF-1 ACM-J2ACM-J2ACM-J3 ACM-J2 GL-C2 SF-1 GL-C2SF-1 GL-C2 SF-1 GL-C2 EXP-J2 ACM-J3 ACM-J1ACM-J1 10 ' - 0 " 1' - 1 0 " 10 ' - 0 " First Floor 0'-0" T.O. Existing Parapet 21'-3" Service Drive Top of Wall 18'-0" EXP-J2 EIFS-2 10 ' - 0 " 2' - 0 " 2' - 1 " 10 ' - 0 " OH4 OH3 METAL COPING PAINTED: EXP-J2 PNT-J2 PNT-J2 111 METAL COPING PAINTED: EXP-J2 ACM-J3 First Floor 0'-0" T.O. Existing Parapet 21'-3" T.O. New Parapet 24'-0"EXP-J2 ACM-J1 ACM-J2 ACM-J3 GL-1 SF-2 ACM-J2ACM-J3 ACM-J1 10 ' - 0 " 2' - 0 " 1V1A GL-C2GL-C2 SF-1 SF-1 GL-1 SF-2 SF-1 METAL COPING PAINTED EXP-J2 PNT-J2 EXP-J2 10 ' - 0 " 2' - 0 " 100C100E 2' - 0 " 6 ' - 0 " 16 ' - 2 " 4' - 0 " ACM-J3 First Floor 0'-0" T.O. Existing Parapet 21'-3" T.O. New Parapet 24'-0" Service Drive Top of Wall 18'-0" ACM-J1 ACM-J2 ACM-J3 EXP-J2 ACM-J1 EXP-J2 EIFS-1 2' - 0 " 10 ' - 0 " SF-1 SF-2 GL-1 SF-1 GL-1 5'-10" 12'-0" 15'-4" SF-2 GL-1 SF-1 GL-1 SF-1GL-C2 SF-1 METAL COPING PAINTED EXP-J2 105A 2' - 9 " 14 ' - 3 " 10 ' - 0 " 8' - 0 " EXP-J2 EXP-J2 4' - 0 " 12 ' - 0 1 / 2 " 6' - 0 " 2' - 0 " UNDER THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1, 1990, ALSO KNOWN AS THE "ARCHITECTURAL WORKSPROTECTION ACT OF 1990", THESE DOCUMENTS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN"ARCHITECTURAL WORK". THE DESIGN, SPATIAL FORMS, IDEAS, COMPOSITIONS AND ARRANGEMENT OF ITEMS DELINEATEDIN THIS SET OF PLANS ARE PROPRIETARY OF SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA). UNAUTHORIZED USE OF THESEPLANS CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDING BEING SEIZED AND RAZED. 2023 SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA)© 2.15.2024 Goss Jeep Renovation & Addition Goss Jeep Exterior Finish Schedule Keynote Number Material Manufacturer Pattern/Product Line Color/Finish Type/Size Remarks ACM-4 Brake Metal Alpolic -Color to match adjacent ACM .032 gage Brake Metal Parapet Cap ACM-C1 Aluminum Composite Metal Panel Alpolic Stack Bond Silver Metalic (MTLC BSX SILVER)-Field Facade ACM-C2 Aluminum Composite Metal Panel Alpolic -High Polished Aluminum (DM HPA SLVR) -Entry Arch Accent ACM-J1 Aluminum Composite Metal Panel Alpolic Stack Bond Mica MRO Anthracite Gray (4MM)23" x 72" finish face (thickness: 4mm) Field Facade ACM-J2 Aluminum Composite Metal Panel Alpolic Stack Bond Harvest Trail Bamboo (4 MM QCP) 8" x 48" finish face (thickness: 4mm) Accent Facade ACM-J3 Aluminum Composite Metal Panel Alpolic -High Polished Aluminum (DM HPA)DM HPA (thickness: 3 mm) Trim B-1 EIFS-1 EIFS STO CORP -Medium Sand Oyster #21612 -- EIFS-2 EIFS STO CORP -to Match ACM-J1 Anthracite -- EXP-C1 Exterior Paint Benjamin Moore -1612 Pelican Gray Flat Exterior Field Paint EXP-C2 Exterior Paint Benjamin Moore -1615 Rock Gray Flat Exterior Trim Paint EXP-J1 Exterior Paint Sherwin Williams -SW 7067 Cityscape Satin Exterior Field Paint EXP-J2 Exterior Paint Sherwin Williams -SW 6991 Black Magic Satin Exterior Accent Paint GL-1 Storefront Framing Vitro Solarban Low E on Acuity, Butt Jointed, U-FACTOR = .27 Clear Anodized (thickness: 1" insulated) Entrance Exterior Storefront GL-2 Storefront Framing Mapes Rabbet R+ butt jointed High Polished Aluminum (DM HPA)(thickness: 2" insulated spandrel) Entrance Exterior Storefront GL-C2 Spandrel Glass Vitro Architectural Glass (aka PPG) or equivalent Insulating Glass System PPG Black -- HSRD Rytec High Speed Roll Up Door Representative: Brady Bell SF-1 Storefront Framing Kawneer TRIFAB 451T System -(thickness: 1" insulated) Entrance Exterior Storefront SF-2 Storefront Framing Kawneer TRIFAB 451T System Clear Anodized (thickness: 1" insulated) Showroom Exterrior Store Front 1/8" = 1'-0"1 West Elevation. 1/8" = 1'-0"2 East Elevation. 1/8" = 1'-0"3 North Elevation. 1/8" = 1'-0"4 South Elevation. SD-2 UNDER THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1, 1990, ALSO KNOWN AS THE "ARCHITECTURAL WORKSPROTECTION ACT OF 1990", THESE DOCUMENTS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN"ARCHITECTURAL WORK". THE DESIGN, SPATIAL FORMS, IDEAS, COMPOSITIONS AND ARRANGEMENT OF ITEMS DELINEATEDIN THIS SET OF PLANS ARE PROPRIETARY OF SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA). UNAUTHORIZED USE OF THESEPLANS CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDING BEING SEIZED AND RAZED. 2023 SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA)© 2.15.2024 Goss Jeep Renovation & Addition Goss Jeep SD-3 UNDER THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1, 1990, ALSO KNOWN AS THE "ARCHITECTURAL WORKSPROTECTION ACT OF 1990", THESE DOCUMENTS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN"ARCHITECTURAL WORK". THE DESIGN, SPATIAL FORMS, IDEAS, COMPOSITIONS AND ARRANGEMENT OF ITEMS DELINEATEDIN THIS SET OF PLANS ARE PROPRIETARY OF SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA). UNAUTHORIZED USE OF THESEPLANS CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDING BEING SEIZED AND RAZED. 2023 SYVERTSEN RIGOSU ARCHITECTS, PLLC (SRA)© 2.15.2024 Goss Jeep Renovation & Addition Goss Jeep SD-4 SYMBOL LEGEND LINETYPE LEGEND >>>>>> X X X X FMFM UD FD UGT UD FD UGT OHT OHT W W (W) RD RD (ST) SS (S) Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 0 0 2 L E G E N D & N O T E S . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 0 6 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC GENERAL NOTES SURVEY NOTESSURVEY NOTES C002 SI T E L E G E N D A N D N O T E S MHD SD NA 2/15/2024 SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE EwAVeB SOIL BOUNDARY Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 1 0 0 E X I S T I N G C O N D I T I O N S . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 0 8 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC EXISTING UTILITY NOTES C100 EX I S T I N G C O N D I T I O N S P L A N MHD MJD 1" = 20' 2/15/2024 GEOTECHINCAL INVESTIGATION SITE SOILS SH E L B U R N E R O A D ( R T . 7 ) NO R T H B O U N D SH E L B U R N E R O A D ( R T . 7 ) S O U T H B O U N D GREEN MOUNTAIN DRIVE Date: Scale: Drawn By: Checked By: Sh e e t T i t l e : Pr o j e c t T i t l e : Stamp EV Project # No . De s c r i p t i o n Da t e \\ E V - V T D A T A - 2 0 1 7 \ S E R V E R \ P R O J E C T S \ 0 - 2 0 2 0 \ 2 0 0 0 1 G O S S J E E P \ D W G \ S H E E T F I L E S \ 2 0 0 0 1 - C 1 0 1 D E M O L I T I O N P L A N . D W G PL O T T E D : 2/ 1 5 / 2 0 2 4 4 : 1 5 P M 20 8 F l y n n A v e n u e , S u i t e 2 A , B u r l i n g t o n , V T 0 5 4 0 1 s 8 0 2 - 8 6 3 - 6 2 2 5 85 M e c h a n i c S t r e e t , S u i t e E 2 - 3 , L e b a n o n , N H 0 3 7 6 6 s 6 0 3 - 4 4 2 - 9 3 3 3 41 4 U n i o n S t r e e t , S c h e n e c t a d y , N Y 1 2 3 0 5 s ( 5 1 8 ) 2 0 5 - 9 1 4 1 ww w . e n g i n e e r i n g v e n t u r e s . c o m 20001 Go s s J e e p R e n o v a t i o n & A d d i t i o n So u t h B u r l i n g t o n , C h i t t e n d e n , V e r m o n t Go s s J e e p 16 5 0 S h e l b u r n e R d . So u t h B u r l i n g t o n , V T 0 5 4 0 3 (8 0 2 ) 6 5 2 - 5 0 4 6 EN G I N E E R I N G VE N T U R E S PC C101 DE M O L I T I O N P L A N MHD MJD 1" = 20' 2/15/2024 DEMOLITION ITEMS DEMOLITION NOTES