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Home My WebLink AboutSP-22-032 - Plans - Non-Record - 0119 Tilley Drivezz GRAVEL SCULPTURE 50' RIGHT OF WAY FOR FUTURE ROAD 50' RIGHT OF WAY FOR FUTURE ROAD POCKET PARK 10’ REC PATHPatient Parking 9/16/2022 Utilities Layers Added UP UP 151312 1611 C.2 B.5 C.9 F.7 G.7 I.6 K.2 14 F.6 A.3 A 7 F G 1 B C H 2 I 8 87.4 OFFICE 1117 OFFICE 1116 OR MGR OFFICE 1115 OFFICE 1119 OFFICE 1120 DIRECTOR OFFICE 1114 WAITING 1104 LACT. 1113 CONSULT 1108 CONSULT 1107 CONSULT 1106 PUB. TLT 1112 PUB. TLT 1111 PUB. TLT 1110 STAFF TLT 1121 RETAIL PHARMACY 1127 EQUIP. STOR. 1135 ANESTH. WORK 1131 MEDS/CLEAN SUPPLY 1164 STAFF TLT 1161 STAFF BREAK 1166 PAT. TLT 1205 CLEAN LINEN GONDOLA 1204 EQUIP. STOR. 1200 MEDS/CLEAN SUPPLY 1223 SOILED 1225 ANESTH. CHARTING 1302 ANESTH STOR. 1303 PHARM. 1304 OFFICE 1307 CLEAN 1305 RAD. TECHS 1306 EQUIP. STOR. 1309 SET UP 1346 SET UP 1345 SET UP 1351 SET UP 1352 CLEAN CORE 1349 SET UP 1355 SET UP 1356 SET UP 1342 SET UP 1341 SOILED HOLD 1311 HSKP 1313 SOILED WORK 1154 RECOVERY 1226 RECOVERY 1227RECOVERY 1228 RECOVERY 1229 RECOVERY 1230 RECOVERY 1231RECOVERY 1232 STAFF TLT 1203 NOURISHMENT 1202 PAT. TLT 1159 PAT. TLT 1157 RECOVERY 1207 RECOVERY 1208 RECOVERY 1209 RECOVERY 1210 RECOVERY ISOLATION 1211 RECOVERY 1213 RECOVERY 1214 RECOVERY 1215 RECOVERY 1216 RECOVERY 1217 RECOVERY 1218 RECOVERY 1219 RECOVERY 1220 RECOVERY 1221 PREP 1136 PREP 1137 PREP 1138 PREP 1139 PREP 1140 PREP 1149 PREP 1150 PREP 1151 PREP 1152 PREP 1153 PREP 1155 PREP 1156 NURSES 1160 NURSES 1274 NURSES 1224 LOCKERS 1126 NURSE LEADS WORKST. 1170 IDF 1130 WKSTATIONS 1122 COPY 1123 SECURITY 1103 WC STOR. 1101 VEST. 1234 VEST. 1100 INTERNAL CENTER 1168 VEST. 1105 OP. ROOM 1347 OP. ROOM 1353 OP. ROOM 1344 OP. ROOM 1343 OP. ROOM 1354 OP. ROOM 1357 OP. ROOM 1340 STAIR 1S-2 DICTATION 1165 EQ. 1361 EQ. 1333 EQ. 1365 EQ. 1331EQ. 1367 EQ. 1363 EQ. 1335 EQ. 1339EQ. 1359 FROZEN TISSUE 1348 OP. ROOM 1350 ANATOMIC PATH. OFF. 1301 ANATOMIC PATH. 1300 VENDING 1109 CHECK-IN 1102 CORRIDOR 1C23 CORRIDOR 1C7 CORRIDOR 1C11 CORRIDOR 1C2 STAIR 1S-1 HSKP 1206 SOILED 1268EQUIP. STOR 1271 MED ROOM/CLEAN 1272 NOURISH 1273 STAFF TLT 1270 IT WORKSTATIONS 1129 6 6 5 5 CORRIDOR 1C1 WC STOR. 1233 PAT. TLT 1158 RECOVERY 1251 RECOVERY 1249 RECOVERY 1252 RECOVERY 1261 RECOVERY 1259 RECOVERY 1254 RECOVERY 1262 RECOVERY 1264 RECOVERY 1265 RECOVERY 1266 RECOVERY 1267 PAT. TLT 1258PAT. TLT 1246 RECOVERY 1247 RECOVERY 1248 RECOVERY 1255 RECOVERY 1256 PAT. TLT 1250 PAT. TLT 1253 PAT. TLT 1260 PAT. TLT 1263 PAT. TLT 1245 PAT. TLT 1257 EVS STOR. 1312 MAT CLEAN. 1314 H.3 E.1 L L.7 M 109 9 3 3 4 4 5.6 J 4.4 K 10.4 D E CORRIDOR 1C18 CORRIDOR 1C5 B.9 C.8 6.8 6869 70 G.6 PAT. TLT 1212 77 A.4 2 A5.00 __________________________2 A5.00 __________________________ 10.5 IDF 1169 ELEC. ROOM 1125 ELEC. ROOM 1128 ELEC. ROOM 1310 EQ. 1337 FIRE DEPT. CONNECTION CORRIDOR 1C16 CLEAN CORE 1358 CHECK-IN 1124 ELEV. CORRIDOR 1C6 ELEV. 1A 1E1 ELEV. 2A 1E2 ELEV. 3A 1E3 SCRUB 1338 SCRUB 1336 SCRUB 1334 SCRUB 1332 SCRUB 1366 SCRUB 1364 SCRUB 1360 SCRUB 1362 SHELL SPACE SS2 SHELL SPACE SS3 CORRIDOR 1C3 CLEAN LINEN TROLLEY 1162 RADIOLOGY STOR. 1308 CORRIDOR 1C20 NURSES 1274 CORRIDOR 1C23 CORRIDOR 1C7 CORRIDOR 1C11 CLEAN GONDOLA 1269 CORRIDOR 1C22 -6" __________________________________________________________________1 A5.40 __________________________________________________________________2 A5.40 1'-4"12'-4"9'-8"12'-4"14'-0"9'-8"26'-4"9'-8"12'-4"1'-4"20'-8"22'-0"22'-0"1'-4"15'-0"24'-0"24'-0"24'-0"23'-8"1'-4" 109'-0"66'-0"112'-0" 287'-0"1'-4"8'-10"24'-4"13'-4"25'-2"24'-4"13'-4"25'-2"24'-6"14'-0"23'-8"19'-8"1'-4"8'-0"219'-0"1'-4"30'-0"26'-2"28'-10"11'-0"10'-10"22'-0"16'-5"10'-1"16'-2"13'-10 1/8"8'-8"12'-8"206'-8"10'-0" 1'-4"18'-0"8'-0"22'-4"20'-8"1'-4"47'-4"23'-4"1'-4"22'-0"22'-0"8'-0"1'-4"11'-4"1'-4"1'-4" -6" LEGEND-OVERALL FLOOR PLANS DETAIL NUMBER SHEET NUMBER NUMBER DETAIL NUMBER SHEET NUMBER NUMBER BUILDING ELEVATIONS BUILDING SECTIONS BUILDING ELEMENTS GENERAL NOTES- FLOOR PLANS 1. REFER TO PARTIAL PLANS FOR MORE INFORMATION. OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS. PARTITION TEMPORARY PARTITION A1 Ax.xx A2 Ax.xx A2 Ax.xxTHE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A1.01 FLOOR PLAN- UPPER LEVEL 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 3/32" = 1'-0"A1.01 01 OVERALL FLOOR PLAN- UPPER LEVEL 888.781.8441© 2022 E4H - Environments For Health, LLCe4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.8841PROJECT NORTH KEY PLAN: A B C D E F G H 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development test FOR PERMIT REVIEW NOT FOR CONSTRUCTION UP UP 151312 1611 C.2 B.5 C.9 F.7 G.7 I.6 K.2 14 F.6 DIRTY OUTGOING G002 BREAK OUT G006 WATER SERV. G005 EVS OFFICE G016 EMERGENCY ELEC. G007HAZARD STOR. (WET)G014COMPACTORS G017 BIKE STOR. G024TLT G030 TLT G028 DECONTAM. G010 STAIR SS-2 CONF. ROOM/ EDUCATION G025 STAIR SS-1 CORRIDOR GC1 LACT. G033 EQUIPMENT STORAGE G022 MED GAS BOTTLES G020 NORMAL ELEC. G008 FACILITY TSP & IT WORK G031 EVS STOR. G029 WALK-IN FREEZER G018 HAZ. MAT (DRUG)G015CLEAN LINEN G004 OFFICE G003 CLEAN RECEIVING G001 LAUNDRY G034 EVS GENERAL STOR. G032 STOR. G035 STERILE PREP G041 HSKP G040 HSKP G011 EQUIP. G012 AIRLOCK G009 STERILE STORAGE G039 WOMENS LOCKERS G036 UNEXCAVATED H.3 E.1 L L.7 M UNEXCAVATED C.8 I.1 MECHANICAL G043 AUTOCLAVES G042 2 A5.00 __________________________2 A5.00 __________________________ 1 A5.00 __________________________ 1 A5.00 __________________________ MDF G021 MED GAS EQUIP. G023 ALL GENDERS G037 MALE LOCKERS G038 CORRIDOR GC2 CORRIDOR GC3 CORRIDOR GC4 ELEV. 1 GE1 ELEV. 2 GE2 ELEV. 3 GE3 A.39 8'-3" 1'-4"16'-4"24'-0"24'-0"24'-0"23'-8"1'-4"1'-4"19'-8"23'-8"14'-0"24'-6"25'-2"13'-4"24'-4"25'-2"13'-4"24'-4"8'-10"1'-4"LEGEND-OVERALL FLOOR PLANS DETAIL NUMBER SHEET NUMBER NUMBER DETAIL NUMBER SHEET NUMBER NUMBER BUILDING ELEVATIONS BUILDING SECTIONS BUILDING ELEMENTS GENERAL NOTES- FLOOR PLANS 1. REFER TO PARTIAL PLANS FOR MORE INFORMATION. OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS. PARTITION TEMPORARY PARTITION A1 Ax.xx A2 Ax.xx A2 Ax.xxTHE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A1.U1 FLOOR PLAN- LOWER LEVEL 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 3/32" = 1'-0"A1.U1 01 OVERALL FLOOR PLAN- LOWER LEVEL 888.781.8441© 2022 E4H - Environments For Health, LLC e4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.8841PROJECT NORTH 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development FOR PERMIT REVIEW NOT FOR CONSTRUCTION UP UP 151312 1611 C.2 B.5 C.9 F.7 G.7 I.6 K.2 14 F.6 A.3 A 7 F G 1 B C H 2 I 87.465 H.3 E.1 L L.7 M 10934 5.6 J 4.4 K 10.4 D E B.9 C.8 I.1 6.8 G.6 A.4 1/4" / 12"1/4" / 12" 3/8" / 12"1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"10.5 WALKING PAD TYP. WALKING PAD TYP.RIDGE LINESTAFF ENTRY CANOPY LOADING DOCK CANOPY WAITING ROOM CANOPY ENTRY CANOPY STAFF BREAK ROOM CLERESTORY. KAWNEER VERSAGLAZE 601T WALLS, 5'-0" HIGH. METAL COPING & CAP FLASHING, TYP AT PERIMETER RIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINE RIDGE LINERIDGE LINE RIDGE LINERIDGE LINE RIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINERIDGE LINE RIDGE LINERIDGE LINERIDGE LINERIDGE LINEENTRY CANOPY 8' HIGH EQUIPMENT SCREENING - SECURED TO ROOF STRUCTURE ALONG COLUMN GRID LINES RTU RTU RTU RTU 1 A5.11 _____________________ A.39 LEGEND-OVERALL FLOOR PLANS DETAIL NUMBER SHEET NUMBER NUMBER DETAIL NUMBER SHEET NUMBER NUMBER BUILDING ELEVATIONS BUILDING SECTIONS BUILDING ELEMENTS GENERAL NOTES- FLOOR PLANS 1. REFER TO PARTIAL PLANS FOR MORE INFORMATION. OVERALL PLANS ARE INTENDED TO PROVIDE CONTEXT FOR PARTIAL PLANS. PARTITION TEMPORARY PARTITION A1 Ax.xx A2 Ax.xx A2 Ax.xxTHE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A2.01 ROOF PLAN 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 3/32" = 1'-0"A2.01 01 OVERALL ROOF PLAN- OVERALL 1 888.781.8441© 2022 E4H - Environments For Health, LLC e4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.8841PROJECT NORTH 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development FOR PERMIT REVIEW NOT FOR CONSTRUCTION UPPER LEVEL 0" ROOF 15'-0" LOWER LEVEL -14'-0" METAL ROOF COPING TYPICAL ACM PANEL FASCIA EXPOSED BEAM CANOPY: -MEMBRANE ROOFING -1" REGID INSULATION - CRICKET AS REQUIRED -1 1/2" METAL DECK -SLOPED STEEL -CEILING Armstrong MetalWorks Linear Planks METAL ROOF COPING TYPICAL CANOPY: -MEMBRANE ROOFING -1" REGID INSULATION - CRICKET AS REQUIRED -1 1/2" METAL DECK -SLOPED STEEL -CEILING Armstrong MetalWorks Linear Planks CONTINUOUS 4 COURSE CONTRASTING BRICK COLOR COLUMN W/ METAL COLUMN ENCLOSURE BRICK SHELF 8' HIGH EQUIPMENT SCREENING - SECURED TO ROOF STRUCTURE ALONG COLUMN GRID LINES STAIR ENCLOSURE BEYOND METAL COPING ACM PANEL SIDING 2'-0"2'-0"11'-0" BRICK SHELF BRICK BRICK ACM BRICK ACM BRICK BRICK SHELF METAL ROOF COPING TYPICAL EMPLOYEE ENTRANCE CANOPY: -MEMBRANE ROOFING -TAPERED INSULATION -1 1/2" METAL DECK -CEILING Armstrong MetalWorks Linear Planks SHIPPING AND RECEIVING CANOPY: -MEMBRANE ROOFING -TAPERED INSULATION -1 1/2" METAL DECK -CEILING - RIBBED METAL SIDING CONTINUOUS 4 COURSE CONTRASTING BRICK COLOR BRICK BRICK ACM ACM BRICK TYPICAL 2'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANES 6'-0"4'-0"11'-0"1'-8"8'-0"1'-8"6'x7' OVERHEAD DOORS FOR TRASH COMACTORS METAL COPING ACM PANEL SIDING 6'-8"x7' PUNCHED OPENING (TYPICAL 3 PLACES) KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE ACM ACM METAL ROOF COPING TYPICAL ACM PANEL FASCIA METAL RAILINGDOCK SEAL DOCK BUMPERS DOCK LEVELER CONCRETE RETAINING WALL BRICK BRICK BRICK 7'-0"1'-0"7'-0"POTENTIAL RETAINING WALL IN THIS AREA SHOWN DASHTED - SEE LANDSCAPING 4'-0"UPPER LEVEL 0" UPPER LEVEL 0" ROOF 15'-0" ROOF 15'-0" LOWER LEVEL -14'-0" LOWER LEVEL -14'-0"1'-8"8'-0"6'-0"2'-0"1'-8"11'-0"METAL COPING BRICK ACM TYPICAL 2'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE 8' HIGH EQUIPMENT SCREENING - SECURED TO ROOF STRUCTURE ALONG COLUMN GRID LINES CONCRETE FOUNDATION WALL SHIPPING AND RECEIVING CANOPY: -MEMBRANE ROOFING -TAPERED INSULATION -1 1/2" METAL DECK -CEILING - RIBBED METAL SIDING METAL COPING BRICK ACM STAIR EXIT CANOPY: -MEMBRANE ROOFING -TAPERED INSULATION -1 1/2" METAL DECK -CEILING - RIBBED METAL SIDING RETAINING WALL METAL RAILING DOCK SEAL CONCRETE WALK BEYOND PAVED DRIVE BEYONDCONTINUOUS 4 COURSE CONTRASTING BRICK COLOR METAL ROOF COPING TYPICAL ACM PANEL FASCIA ACM ACM BRICK TYPICAL 6'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE15'-0"14'-0"BRICK ACM 4X4 INTAKE LOUVER 3X3 EXHAUST LOUVER UPPER LEVEL 0" LOWER LEVEL -14'-0" (ACM) ALUMINUM COMPOSITE PANELS 11'-0"METAL ROOF COPING (TYPICAL) ACM PANEL FASCIA EXPOSED BEAM CANOPY: MEMBRANE ROOFING 1" REGID INSULATION - CRICKET AS REQUIRED 1 1/2" METAL DECK SLOPED STEEL CEILING Armstrong MetalWorks Linear Planks COLUMN W/ METAL COLUMN ENCLOSURE METAL ROOF COPING TYPICAL CANOPY: -MEMBRANE ROOFING -1" REGID INSULATION - CRICKET AS REQUIRED -1 1/2" METAL DECK -SLOPED STEEL -CEILING Armstrong MetalWorks Linear Planks COLUMN W/ METAL COLUMN ENCLOSURE TYPICAL 6'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE TYPICAL 2'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE 8'-0" RIBBON WINDOW KAWNEER VersaGlaze 601UT FRONT PLANE BUTTED GLASS 11'-0" RIBBON WINDOW KAWNEER VersaGlaze 601UT FRONT PLANE BUTTED GLASS METAL ROOF COPING TYPICAL 8' HIGH EQUIPMENT SCREENING - SECURED TO ROOF STRUCTURE ALONG COLUMN GRID LINES STAIR ENCLOSURE BEYOND METAL COPING ACM PANEL SIDING BRICK SHELF CONCRETE FOUNDATION WALL BRICK CONTINUOUS 4 COURSE CONTRASTING BRICK COLOR BRICK BRICK BRICK BRICK ACM ACM ACM ACM ACM ACM ACM STAIR EXIT CANOPY ACMSTONE PATIO WALL11'-0"STONE WALL CAP CLCL6'-3 1/4"18'-8"24'-11 1/4"THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A4.01 EXTERIOR ELEVATIONS 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 888.781.8441© 2022 E4H - Environments For Health, LLCe4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.88413/32" = 1'-0"A4.01 1 ELEVATION- EXTERIOR- NORTH 3/32" = 1'-0"A4.01 2 ELEVATION- EXTERIOR- EAST 3/32" = 1'-0"A4.01 3 ELEVATION- EXTERIOR- SOUTH 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development UPPER LEVEL 0" ROOF 15'-0" LOWER LEVEL -14'-0" FULL HEIGHT EXPOSED TUBE STEEL COLUMNS AT EACH CORNER OF LANTERN FINISHED W/ INTUMESCENT PAINT EXPOSED BEAM W/ METAL ENCLOSURE COLUMN W/ METAL COLUMN ENCLOSURE CANOPY: -MEMBRANE ROOFING -1" RIGID INSULATION - CRICKET AS REQUIRED -1 1/2" METAL DECK -SLOPED STEEL -CEILING Armstrong MetalWorks Linear Planks 7'-0" RIBBON WINDOW KAWNEER VersaGlaze 601UT FRONT PLANE BUTTED GLASS 9'-0" RIBBON WINDOW KAWNEER VersaGlaze 601UT FRONT PLANE BUTTED GLASS 11'-0" RIBBON WINDOW KAWNEER VersaGlaze 601UT FRONT PLANE BUTTED CORNER (W/ TRANSOM GLASS ABOVE DOOR)4'-0"7'-0"1'-0"CONTINUOUS 4 COURSE CONTRASTING BRICK COLOR ACM PANEL SIDING 7'-0"7'-0"METAL ROOF COPING TYPICAL ACM ACM ACM ACM ACM TYPICAL 2'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE BRICK BRICK BRICK STONE PATIO WALL STONE WALL CAP 10'-0"10'-0"UPPER LEVEL 0" ROOF 15'-0" LOWER LEVEL -14'-0" METAL ROOF COPING TYPICAL BRICK SHELF CONCRETE FOUNDATION WALL CONTINUOUS 4 COURSE CONTRASTING BRICK COLOR BRICK BRICK ACM ACM ACM TYPICAL 2'x7' PUNCHED OPENING KAWNEER VersaGlaze 601UT FRONT PLANE STANDARD RECEPTOR PROVIDE COLORED FILM AT UPPER PANE BRICKBRICK STONE PATIO WALL STONE WALL CAP BRICK 8' HIGH EQUIPMENT SCREENING - SECURED TO ROOF STRUCTURE ALONG COLUMN GRID LINES CLCLCLCL 10'-4 7/8"10'-4 7/8"10'-3 1/8"THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A4.02 EXTERIOR ELEVATIONS 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 888.781.8441© 2022 E4H - Environments For Health, LLC e4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.88413/32" = 1'-0"A4.02 1 ELEVATION- EXTERIOR- WEST 3/32" = 1'-0"A4.02 2 Elevation- Exterior- West B 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development T ectonic Cop yright 2007 T ectonic Cop yright 2007 UPPER LEVEL 0" ROOF 15'-0" LOWER LEVEL -14'-0" C.2B.5 C.9 F.7 G.7 I.6 K.2F.6A.3 F GB H H.3E.1 L L.7 MJKB.9 C.8 I.1 UPPER LEVEL 0" ROOF 15'-0" LOWER LEVEL -14'-0" 151312 161114 712 87.4 65 109 3 4 5.64.4 10.5 10.6A.39THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A5.00 BUILDING SECTIONS 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 888.781.8441© 2022 E4H - Environments For Health, LLC e4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.88413/32" = 1'-0"A5.00 1 BUILDING SECTION NORTH/SOUTH 3/32" = 1'-0"A5.00 2 BUILDING SECTION EAST/WEST 1 02/28/2022 SD Pricing Package 2 07/22/2022 Design Development FOR PERMIT REVIEW NOT FOR CONSTRUCTION UPPER LEVEL 0" ROOF 15'-0" H Alpolic ACM PANELS STRUCTURAL STEEL FRAMING TBD FIREPROOFING REQUIRED GRADE RIGID INSULATION POLY VAPOR BARRIER VEST. 1100 CFMF DEFLECTION TRACK SYSTEM 3/4"VARIES8"1' - 0"11' - 0"3' - 0"4' - 2"10"1' - 6"__________________________________________________________________2 A5.10 4" __________________________________________________________________3 A5.10 4" FRONT SET- BUTT GLAZED KAWNEER 1620 CURTAIN WALL 1/2"11 1/2"3/4" DEFLECTION SPACE AT TOP OF WINDOW FRAME 3/4"3/4" SPACE AT PANELS FOR DEFLECTION UPPER LEVEL 0" H 3 1/2" FRAME EXTENSION FRONT SET- BUTT GLAZED KAWNEER 1620 CURTAIN WALL BENT METAL SILL MASONRY MAT 3 1/2" POLYISO AVB CAULK AND BACKER ROD SPRAY FOAM WEEPS METAL FLASHING AVB 2" RIGID INSULATION VAPOR BARRIER EXTERIOR SHEATHING 6" METAL STUDS CONTINUOUS STRUCTURAL STEEL STUB WALL 2x BLOCKING FINISHED SILL GYPSUM WALL BOARD VERTICAL MULLION ON INTERIOR SIDE OF GLAZING GRADE CAULK AND BACKER ROD PER MANUFACTURER ROOF 15'-0" H 3/4"3/4" SPACE BETWEEN FRAME HEAD AND BLOCKING THRU-WALL FLASHING 3/4"3 1/4"9" 1 7/8" 3 1/2" FRAME EXTENSION FRONT SET- BUTT GLAZED KAWNEER 1620 CURTAIN WALL 3 1/2" POLYISO AVB CAULK AND BACKER ROD SPRAY FOAM EXTERIOR SHEATHING 6" METAL STUDS GYPSUM WALL BOARD VERTICAL MULLION ON INTERIOR SIDE OF GLAZING AVB STRUCTURAL HEADER BLOCKING METAL PANEL FURRING VERTICAL ZEE GIRT THE LINE SHOWN ABOVE IS EXACTLY ONE INCH LONG AT THIS SHEETS ORIGINAL PAGE SIZEPROJECT:ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A5.10 WALL SECTIONS 2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER2021073UVM HEALTH NETWORKLOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403CIVIL ENGINEERING KREBS & LANSING 164 Main St. Suite 201 802-878-0375 Structural Engineering Engineering Ventures, PC 208 Flynn Ave. Suite 2A 802-863-6225 MEP Engineering Consulting Engineering Services 811 Middle Street Middletown, CT 06457 860-632-1682 Landscape Architecture Wagner Hodgson 7 Marble Avenue Burlington, VT 05401 802-864-0010 Sustainability Consultant Thornton Tomasetti 14 York Street Suite 201 207-245-6066 888.781.8441© 2022 E4H - Environments For Health, LLC e4harchitecture.com185 Talcott Rd, Williston, VT 05495802.878.88413/4" = 1'-0"1 WALL SECTION AT VESTIBULE 1 07/22/2022 Design Development 1 1/2" = 1'-0"2 CURTAIN WALL SILL DETAIL 1 1/2" = 1'-0"3 CURTAIN WALL HEAD DETAIL FOR PERMIT REVIEW NOT FOR CONSTRUCTION BIKE STOR. G024 STERILE STORAGE Next Sheet G039 WOMENS LOCKERS G036 ALL GENDERS G037 MENS LOCKERS G038 CONF. ROOM/ EDUCATION G025 COMPACTORS G017 WALK-IN FREEZER G018 EQUIPMENT STORAGE G022 DIRTY OUTGOING G002 BREAK OUT G006 CLEAN LINEN G004 EVS OFFICE G016 NORMAL ELEC. G008 MED GAS BOTTLES G020MDF G021 MED GAS EQUIP. G023 HSKP G040 DECONTAM. G010 STERILE PREP G041 WALL MTD. BIKE STOR. PROVIDE BLOCKING WALL PROTECTION WALL MTD. BIKE STOR. PROVIDE BLOCKING WALL PROTECTION ENVIRONMENTS © 2022 Environments For Health BOSTON | DALLAS | NEW YORK | BURLINGTON | PORTLAND e4harchitecture.com ARCHITECTUREe4hFOR HEALTH 888.781.8441 212.889.1840 15 West 37th Street, 6th Floor, New York, NY 10018BIKE STORAGE 08/01/22 OUTPATIENT SURGERY CENTERLOT 6, TILLEY DRIVE SOUTH BURLINGTON, VT 05403 NOT TO SCALEDASK.00c 2 BIKE STOR. - NORTH NOT TO SCALEDASK.00c 3 BIKE STOR. - SOUTH See Enlargement on 8/1/2022 BIKE STOR.G024STERILE STORAGEG039WOMENS LOCKERSG036ALL GENDERSG037MENS LOCKERSG038__________________________________________________________________2DASK.0__________________________________________________________________3DASK.0__________________________________________________________________4DASK.0__________________________________________________________________5DASK.0STAFF ENTRYBIKE STORAGEWOMEN'SSHOWERALL GENDER SHOWERMEN'S SHOWERBIKE STOR.WALL MOUNTED BIKE STORAGE RACKS, TYP.ADA SHOWERSHOWERALL GENDERSSHOWERADA SHOWERSHOWEROUTPATIENT SURGERY CENTER Burlington, VTUniversity of Vermont Health NetworkBIKE STORAGE AND SHOWERS ENLARGEMENT1/16" = 1'-0"1PARTIAL LOWER LEVEL PLAN1/4" = 1'-0"2BIKE STORAGE1/4" = 1'-0"3WOMEN'S SHOWER1/4" = 1'-0"4ALL GENDER SHOWER1/4" = 1'-0"5MEN'S SHOWER9/16/2022 360360365365365365365EVEV370375375380380New BuildingOSC Tilley Drive 390385390395 385390380375390 400405x 369.2W395 400 40 5395395390385395400365380375370395375 400 405400390385EEELECELECELECELECEELECELEC EELEC ELEC 390385380375380GMGas meter390370390395380 385BBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTUREBBB410BBENCH BENCH E380FDCHHHHEEL2L2 L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1380380 375360hyd. #731hyd. #667hyd. #666New BuildingOSC390STOP Old Farm RoadSTOPSTOPSTOP360385385.2 xC-1.2C-1.3C-1.4C-1.5C-1.6C-1.7PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATE DESCRIPTION∆C-1.0OVERALL SITE PLAN2021073 / KL project # 2120206/17/2022OUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022 SD Pricing PackageFOR COORDINATION ONLYNOT FOR CONSTRUCTIONSEE NOTES ON SHEET C-2.0PERMIT PLANS07/22/2022 Design Development08/11/2022 363360360365365365365365EVEV370375375380380New BuildingOSCDrop-offLoading Docks Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393394 387 3823833843853873883893903913922 ADA Spac e s 388389 39 5 397398394Patio 383382379378x368.1 top berm x380.1 top berm378bike rack area384385386387388389390391383CB 8CB 7380381CB 46377New Concrete Sidewalk New Sidewalk PatioCB23CB28CB31CB29CB33CB6CB 4CB17CB16CB13CB22375CB39CB11382392393394394 390387 400401402403404405396New 5' concrete sidewalkW39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER service entranceRelocated windmill396CB20CB35CB34CB26392394396395391391392393394395396397398393 391CB12390386385 Domestic water service (6") Sprinkler service (6") CHILLER 394393383392393395394Stop barNew SMh ANew 8" x 6"tappingsleeve andvalve393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2380375370378399401 402399395398397396375CB24CB43CB44CB36CB37CB42400 40 5396400402 407390385381retaining wallCB21CB19New SMh BDMh #2DMh #1CB9CB 10394 Knee-wall retaining wallCB27CB40CB41EEELECELECELECELECEELECELECNew HD concrete padCB 32EELEC ELEC 403 389 393390385387381380378376375380GMGas meter404390Stopbar368 370CB 2YD 1YD 2Patio381390395394STMh 2STMh 1376CB14380 383384387385393TRANS.SNOWSTORAGESNOW STORAGESNOWSTORAGECB 15BBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB+416.1+396+397+3983953943 93 3 9 0 3 8 7 416410414415BBENCH BENCHstaff entranceNew 8"x8"tappingsleeve andvalveNew 8" DI waterservice(Private)380FDCLandscape BermNew Multi-Use concrete padSee Structural CB25(Relocate)New gravel shoulderCB38New HD concrete padCB 1CL1CL1CL1CL1CL2CL2CL2SIGNSL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5HHHH( 4 ) 4 i n c h c o n d u i t s (4) 4 inch conduits(4) 4 inch conduits (2) 4 inch conduits (3) 4 inch conduitsTele-data Oxygen service New 6" DIwater serviceFD F D CB30CB33CB 3EL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1391393392380377378379380 ONE WAY375360hyd. #731hyd. #667hyd. #666386387Gravel Wetland #2EMER. GEN.FF 381.0Lower LevelFF 395.0Upper LevelOxygenstorage area4 spacesADA4 dropoff / p i c k u p Spaces (15 minut e s )New concrete(See Structural)Electricchargingstation(ADA)Gravel Wetland #1New concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces forelectric charging stations (Level 2)2 parking spaces for E V C (Level 2)Elec.VaultNew GAS service(Design andInstalled by VGS)New Fiber conduits(See Design by Kirick)New Fiber conduits(See Design by Kirick)UGP (normal)UGP (emergency)New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New precastsegmentedretaining wall411NewguardrailNew concrete curbFUTURE PARKING5 SpacesFUTURE PARKING3 SpacesSL3SL3SNOW STORAGENew gravel shoulder392394390384394STOPCB5 STOPSTOPSTOPSTMh 5360385 382 38 6 383 379 377 374 372 378379362363364366367368369371372373374376377378379376376361New 6" DI382384New UGP service(See Design by MEP)New Signs"DO NOTENTER"New 8' high chainlink fence with gateNew 5'concretewalkNew structural concretepad at all exteriordoorways. See StructuralEngineer for details.New concrete retaining wall(design by Structural)New guardrailFlush concrete at snowstorage area typical.New bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad(See Structural)2 parking spaceswired for electric chargingstation (Level 1- Future)2 parking spaceswired for electric chargingstation (Level 1)New Screening wall(design by Landscape Arch.)Newbollards (4)New 10' wide perviousasphalt recreation pathNew clearing limitsNew 10' wide perviousasphalt recreation pathNew end sectionwith rip rap inletprotectionInv. 377.0New 2' widegrass swaleNew sculptureNew PerviousStoneNew granite benchesNew granitebenchesNew vegetatedstable access pathCB45New vegetatedstable access pathNew 8'x14'Storage TankNew 8' high chainlink fence with gates384386 388390395382385 New endsection Inv.381.3New endsection Inv.381.1New Stone Edging(see detail)New Stone Edging(see detail)New 3' gravel pathPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.1 SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSEE NOTES ON SHEETC-1.1 and C-2.126 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES16 SPACES19 SPACES29 SPACES 5 SPACES 10 SPACES 33 SPACES 4 ADASPACES4 SPACESGENERAL NOTES1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limitedto curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, etc. All asphalt shall be sawcut prior topaving.2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusiveproperty of the Contractor and shall be removed from UVMMC property and disposed of in a State approved disposallocation. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section203-Excavation & Embankments. Contractor shall review soil investigation report and soils logs prior to bid. Any soilreused as fill under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Fillsoils that do not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense.3.On-site soils are not to be reused under new roads, parking, walks, plazas, pads, stairs or other hard scape due to highsilt/clay content. Only compacted Granular Borrow may be used as fill material below subbase material and extendingoutward 1 foot for every 1 foot of bearing splay.4.All passing sieve, proctor, and compaction testing expenses shall be paid by Owner. Testing coordination, all otherrequired testing, and expenses for failed tests shall be the Contractor's responsibility.5.The Contractor shall contact the local Electric Department prior to any work in the vicinity of the existing electricconduits.6.This project requires coverage under an Individual Construction Stormwater Discharge Permit and the City of SouthBurlington Standard Erosion Prevention & Sediment Control Permit. The Contractor shall be the On-site Coordinator forthe project and shall be responsible for all required inspections (minimum weekly and after any storm event thatproduces a discharge), turbidity readings, maintenance, and reporting. The On-Site Plan Coordinator shall be requiredto provide a turbidity meter for the project. The Contractor shall be responsible for installing, maintaining and removingall erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, tominimize potential contamination of stormwater runoff from the construction activities.7.Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the DetailSheets. All trench excavations shall remain open until all as-built survey shots have been taken. Progress RecordDrawings shall be submitted to the Engineer as indicated in the Record Drawing specifications.8.Definition of "Preconstruction Excavation" for these contract documents shall be:The site contractor shall expose utilities and obtain all necessary information, including but not limited to, invertelevation, size, depth, pipe type, joint location, etc. Contractor shall transit survey the location and elevations of theutility. Contractor shall provide the engineer with sketches indicating horizontal and vertical information of pipe orconduit type and size, cross-section information, concrete encasement information (top and bottom elevations, width,etc.), joint location, etc. of each required existing underground utility. Accuracy of horizontal location is within 1 foot, andaccuracy of vertical elevation is within 0.02 ft. (1/4"). Coordinate all excavation with City, Owner, and Engineer.Preconstruction excavations shall occur prior to ordering structures and prior to utility construction to facilitate redesignand/or design confirmation.9.The location of the preconstruction excavation symbols does not necessarily indicate the location of the buried utility. Itis the responsibility of the Contractor to find and expose the utility.10.Contractor shall include 20 preconstruction excavations in addition to the ones shown on the drawings.11.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil forapproval by the Owner and Engineer.12.The Contractor shall be responsible for all signage and construction fencing necessary to providing safe vehicular andpedestrian access through or around the site during construction.13.All sewer and storm pipes shall be PVC SDR 35 unless otherwise noted.14.All new catch basins and sanitary sewer manholes must have one 6" precast concrete grade ring.15.Temporary groundwater, stormwater, and sewer by-pass pumping and/or diversion is the responsibility of theContractor. The Contractor is responsible for providing all necessary pumps and equipment to perform the work.Overnight pumping is not allowed.16.All sidewalks shall have 2% maximum cross slope.17.Contractor to pin concrete sidewalk/slabs to all contact points with stairs, building, bike slab, etc.18.Removal of all erosion control matting and inlet protection is the responsibility of the Contractor.19.At the end of the project, clean the sumps of all new and existing catch basins and storm manholes within the projectlimits.20.Electrical lines and lighting lines are shown for illustrative/coordination purposes only. Refer to Electrical plans andspecifications for design.21.Refer to Plumbing plans for sewer and storm design within five feet of the building.22.Footing drain elevations are provided for coordination purposes. Footing drain design by others.23.Refer to Plumbing and/or Fire Protection plans for waterline design within five feet of building.24.Site Contractor to deliver 12 boulders to Neff Property as part of this project. Each boulder to be approximately 1 cubicyard, but no bigger.25.For patio areas shown (4) see Landscape Architects for full design and details.26.Contractor is responsible for applying for, paying application fees and obtaining any required excavation fees.SEE LEGEND ONSHEET C-1.202/28/2022SD Pricing Package07/22/2022Design Development10/10/2022PERMIT PLANS06/17/2022 363365365370New BuildingOSCDrop-offLoading Docks Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393 3 9 4 387 3823833843853873883893903913922 ADA Spaces 388389 39 5 3973 9 8 394Patio 383382379378378bike rack area384380381377New Concrete Sidewalk New Sidewalk Patio375382392393394.1xx 393.9 394394 390387New 5' concrete sidewalkWservice entrance396393396397398393 391390386385 Domestic water service (6") Sprinkler service (6")New SMh ARim 382.30Inv. in 373.0(ex.)Inv. in = 373.10Inv. out 373.006" PVC sanitary service394393383Stop barNew SMh ANew 8" x 6" tappingsleeve and valve363x363.6 370381Inv. out 375.0retaining wall12" PVC storm12" PVC storm394 Knee-wall retaining wallNew HD concrete padEELEC ELEC 8" PVC sanitary 389 393390x387.8 385387381380378376 x387.8375 380GMGas meterStopbar368 370s=0.02s=0.02Patio381390395394376380 383384387385393TRANS.SNOW STORAGEBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHB3 9 3 38 7BBENCHBENCHstaff entranceNew 8"x8"tapping sleeveand valveNew 8" DI water service(Private)380FDCNew Multi-Use concrete padSee Structural New gravel shoulderNew HD concrete padCL1CL1CL1CL1CL2CL2CL2SIGNSL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5HHHH(4 ) 4 i n c h c o n d u i t s (4) 4 inch conduits(4) 4 inch conduits(3) 4 inch conduitsTele-data 4" PVC (stub)Oxygen serviceNew 6" DIwater serviceFD F D 391393392380377378379380 x 393.70x 391.75 x 3 7 7 . 0 x 3 7 6 . 7 x 377.0x 376.7x380.92x 391.80 x 3 9 2 . 9 0 393.50 x393.40x393.75 xx 3 9 2 . 8 0 x 3 9 3 . 8 0 x 393.7039 2 . 6 0 x x 3 9 3 . 1 0 x 3 9 3 . 7x 394.6x398.30x3 9 8 . 2 0 x3 9 8 . 3 0 x 3 9 3 . 2 5 x 3 9 3 . 8 0 x 394.30x 394.40x 393.90x 395.00x 394.90x 3 9 4 . 4 0 x 394.55x 395.15x 3 9 5 . 0 5x 392.35393.25 x393.35 xx 3 9 6 .35 x 3 9 6 . 4 0x 396.45x 393.15x 3 9 3 . 3 0 39 2 . 8 0 x x 393.63 9 8 . 2 x x 3 9 8 . 3381.90 x390.70x390.6xx379.6x 3 9 0 . 1 0 380.1 x x 391.85 x 391.9 0 x 3 9 2 . 9 0 x 3 9 3 . 0 0 x 3 9 2 . 7 0 x 3 9 4 . 9 8 x 3 9 4 . 7 0 x 3 9 4 . 8 5 x 394.75x 3 9 4 . 5 0 x 3 9 4 . 9 8 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 3 9 4 . 8 5 x 3 9 4 . 7 0 x 393 .55 x 3 9 4 . 9 0 x 3 9 4 . 7 5 x 3 9 4 . 8 0 x 395.08x 394.45 x 3 9 4 . 6 5 x 3 9 4 . 1 0 394.1 x394 . 1 x x 394. 1 0 x 392.45 x 391.5039 1 . 4 5 x 3 9 3 . 8 0 x x 380.98 x380.95 x3 9 8 . 3 0 x3 9 8 . 4 0 x380.25x380.25x379.0x 379 . 0 x 380.45x 377.0x379.52x 380.20x 380 .0 39 4 . 9 5 x x 3 9 4 . 9 5394.85 x39 3 . 8 xx 393.7 394.1 x39 3 . 1 x 393 . 2 x 394.98 x394 . 1 0 xx 393.7x 394.0x 3 8 0 . 9 x 380.9394.90 x394.1 xx380.98x380.90x 391.2x 394.1x 394.4x 394.25x 380.1x 3 9 4 . 1 0 x 3 9 4 . 7 0380.8 x 380.7 x394.80 xx 394.95x 3 9 4 . 8 5 x 3 9 4 . 8 0 x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52383. 2 5 x x 383.35 393.15 xx 387.0x 387.0x 387.0x 387.0x 383.35x 383.45x 384.30x 384.20384.40 xx 3 8 6 . 9 5 x 387.85x 390.20x 3 9 2 . 0 2x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05380.55xx 380.60381.70 x387 . 9 0 xx 387.0x 392 . 6 x 3 7 7 . 0x 377.5x379.83x 3 9 3 . 5 0 x 3 9 3 . 4 0 393. 4 0 x x 3 9 5 . 7 x 3 9 5 . 8 x 3 9 6 . 4 5 x 3 9 3 . 2 5381.20x382.65x382.75x x 392.40 x 392.45380. 3 0 x380.30x38 0 . 2 0 x380.30x380.5 x 37 8 . 5 0 x x 378.60x380.98x380.90x378.0381.90 xx380.98x380.90ONE WAYhyd. #667hyd. #666New CB 5Rim 385.50Inv. out 381.50New CB 4Rim 389.75Inv. in 385.00 (UD)Inv. in 384.00 (12" NW)Inv. in 381.00 (12"S)Inv. out 380.90 (12" E)12" PVC stormNew ES 1Inv. 385.512" PVC storm12" PVC stormNew ES 2Inv. 385.0New CB 19Rim 392.50Inv. out 387.012" PVC storm12" PVC s to rm New CB 17Rim 392.45Inv. in 386.5Inv. out 386.4New CB 20Rim 393.00Inv. in 387.10Inv. out 387.00New CB18Rim 391.10Inv. out 387.0012" PVC stormNew CB 16Rim 385.60Inv. in 379.60Inv. out 379.50New CB 13Rim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB 12Rim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB 11Rim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB 10Rim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB 8Rim 376.70Inv. out 370.70New CB 7Rim 376.70Inv. in 370.20Inv. out 370.1012" P V C s t o r m Footing dr a i n New CB 33Rim 396.40Inv. in 389.10Inv. out 389.00New CB 22Rim 384.20Inv. in 377.10Inv. out 377.0012" PVC storm12"12" PVC storm12" PVCstorm15" PVC storm 15" PVC storm 15" PVC storm New CB 21Rim 393.80Inv. out 388.0012" PVC s to rmNew CB9Rim 378.60Inv. in 372.00Inv. out 371.90New Trench DrainRim 378.8New Trench DrainRim 378.88" PVC SDR 3512" PVC S D R 3 5 Roof drain8" PVCNew ESInv. 363.112" PVC storm12" PVC storm 15" PVC storm 12" PVCstormNew CB 2Rim 391.2Inv. in 386.0 (YD)Inv. in 380.1Inv. out 380.0New YD 1Rim 393.40Inv. in 387.50 (FD)Inv. in 387.50Inv. out 387.40New YD 2Rim 393.4Inv. out 387.80New COInv. 388.00New COInv. 387.40New COInv. 389.70New COInv. 377.00New COInv. 382.50New STMh 2Rim 385.3Inv. in 379.20Inv. out 379.10New STMh 1Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm12" PVC storm15" PVC sto r m 1 2 " P V C s t o r m New CB 14Rim 386.0Inv. in 379.10 (FD)Inv. out 379.0012" PVCstormNew CB 15Rim 391.00Inv. out 379.00New CB1Rim 369.5Inv. in 363.50Inv. out 363.40New CB 3Rim 393.0Inv. out 387.012" PVCstormRoof drain 8" PVC SDR 35 Roof drainInv. out 368.0Inv. out 374.0.012" PVC storm 12" PVC storm New CB 6Rim 389.60Inv. in 385.0 (ud)Inv. out 384.40s=0.01s-0.005s-0.005 EMER. GEN.FF 381.0Lower LevelFF 395.0Upper Level4 spacesADA4 dropoff / pic k u p S p a c e s (15 minutes)Electricchargingstation(ADA)New concrete sidewalk6 service andvendor parking2 parkingspaces for EV C (Level 2)Elec.VaultNew COInv. 386.90New GAS service(Design and Installed byVGS)New Fiber conduits(See Design by Kirick)UGP (normal) UGP (emergency)New emer. UGP service(See Design by MEP)New precast segmentedretaining wallRemove existingconcrete curbingas needed.Restore paved path,See PavementRestoration DetailRestore paved path,See PavementRestoration Detail2.0' stoneshoulder at limitsof pavementGas line to be boredunder roadwayFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.Completepre-constructionexcavation to confirmexisting invert, prior toordering structure.15" PVC New guardrailNew concretecurbSL3SL3SNOW STORAGENew gravel shoulderCoordinate water metersize and location withlocal water department.Install gate valveonto 45° bend usingFoster adaptor.x 3 9 0 . 2 0 x 386.90Install 6 x 6 tee withgate valves securedusing Foster adaptors.386.5 xx 3 7 8 . 9 0 392394390x 3 8 7 . 8 0 3 8 7 . 8 5 x 38 4 . 4 5 x384.40 x384x 383.55 394x3 9 8 . 3 5 3 9 3 . 2 0 xMaintain 5' (min.)separation betweenwater and gasSTOPCut & cap existingsewer pipe upslope ofgravel wetlandx 394.10 x 393.62394.10 xx 395.05x 395.05x 394.95 394.80 xx 3 9 4 . 6 0 x 3 9 4 . 7 0 x 3 9 4 . 2 5 STOPSTOPSTOPx 379.1378379Transition to 6" waterlinewith 8"x6" concentricreducer. Connect directlyto valve and bendNew 6" DIx379.75New Signs"DO NOTENTER"New 5' concrete walkNew structural concrete pad at allexterior doorways. See StructuralEngineer for details.New concrete retaining wall(design by Structural)New guardrailNew concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New Screening wall(design by Landscape Arch.)New bollards (4)x 393.50393. 1 0 x 393.40xx 3 9 3 . 5 0 FOR PERMIT REVIEWPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.2SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSee Sheet C-1.3See Sheet C-1.4 150153314.7 xEBSEE NOTES ON SHEET C-1.1and C-2.1SEE WATER/SEWERPROFILES ON SHEET C-1.8SL2New Vermont Gas Service Notes- Refer to Vermont Gas Systems details andspecifications for excavation, installation, and backfill ofnew buried natural gas service line.- Prior to beginning excavation contact Dan Baldwin(DBaldwin@vermontgas.com)- Typical bury depth for new buried natural gas serviceline is 2 ft.- Natural gas service line shall maintain 1 ft verticalseparation at all crossings with other utilities.- Vermont Gas System will provide labor, equipment, andmaterials for excavation, pipe installation, testing, andtrench backfill for the construction of the new naturalgas lines. The work will be coordinated with VGS, theowner and construction team. If VGS is not available atthe appropriate timing of the natural gas line installationthey will reimburse the Site Contractor $5.00/lf for theexcavation, compaction, and backfill. Regardless oftiming, VGS will provide the labor and materials for theequipment, pipe installation and testing.08/11/2022PERMIT PLANS06/17/202208/10/2022 Hydrant service revision 363360360365365365365365370375375380380Loading Docks retaining wall382383383382379378x368.1 top bermx368.1 top bermx368.1 top berm x380.1 top berm378384385386387388389390391383380381377Patio375382394.1x400401396New 5' concrete sidewalk397398399CHILLER service entrance392394396395391391392393394Domestic water service (6") Sprinkler service (6")Rim 382.30Inv. in 373.0(ex.)Inv. in = 373.10Inv. out 373.006" PVC sanitary serviceCHILLER 383392393395394New SMh A393ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 3 7 4 . 9 x376.1x372.9x363.1x363.6x363.3x363.6 x 3 6 7 . 1 380375370378New SMh BRim 367.9Inv. in 359.9 ±Inv. out 359.8± (existing)*Confirm invert out withpreconstruction excavation.8" outlet pipe must haveminimum 0.4 ft/ft slope399395398397396375390385381Inv. out 375.0retaining wallretaining wallNew HD concrete pad8" PVC sanitary 390x387.8 385387381380378376 x387.8375380GMGas meter390368 370s=0.02s=0.02381376380 383384TRANS.BBBENCH BENCHstaff entrance380New HD concrete padSL1SL1SL1SL2SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5(2) 4 inch conduits (3) 4 inch conduitsTele-data 4" PVC (stub)Oxygen serviceNew 6" DIwater serviceFD FDOn-Site soil may be reused for gravel wetland bermif material is protected from weather/precipitationand not allowed to become plastic.15" SDR35 storm380377378379380 x 3 7 7 . 0 x 3 7 6 .7x 377.0x 376.7x380.92381.90 x390.70x390.6xx379.6x 390 .10 380 . 1 x 396.5 xx378.75x 380. 9 8 x380.95 x 3 90 . 6 0 x 3 9 0 .40x 391 .4x380.1x380.1x380.1x380.25x380.25x380 . 2 5 x380.25 x379.0x 379 .0x 380.45x 377.0x379.52x 380.20x 380.0 x 3 8 0 . 9 x 380.9x380.98x380.90x 380.1380.8 x 380.7 x3 9 4 . 3 x x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52383 . 2 5 x x 383.35 x 386 .5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.35x 383.45x 384.30384.40 xx 387.85x 390.20x 3 9 2 . 0 2x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05380.55xx 380.60381.70 xx 386.5x 386.5x 37 7 .0x 377.5x379.83381.20x382.65x382.75x 380 . 3 0 x380.30x38 0 . 2 0 x380.30x380 . 5 x 37 8 . 5 0 x x 378.60x380.98x380.90x378.0381.90 xx380.98x380.90375x374.4x374.4374.4x360x376.5x376.5 x363.5hyd. #731386387x368.1 top berm12" PVC stormNew CB 13Rim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB 12Rim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB 11Rim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB 10Rim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB 8Rim 376.70Inv. out 370.70New CB 7Rim 376.70Inv. in 370.20Inv. out 370.10Footing d r a i n New CB 26Rim 390.10Inv. in 385.60Inv. out 385.50New CB24Rim 393.80Inv. out 388.80New CB 25Rim 392.05Inv. in 387.30 (ud)Inv. in 385.10Inv. out 385.00New Outlet DMh #1Rim 367.0Inv. in 360.33 (4")Inv. out 362.50 (24")New Outlet DMH #2Rim 379.50Inv. in 372.33 (6")Inv. in 375.0 (15")Inv. out 374.4 (18")New ESInv. 376.0New stone bermNew stone bermNew ESInv. 363.1New ESInv. 363.12-New 18" vertical inlet pipes2 - 24" vertical inlet pipesNew CB 46Rim 365.7Inv. in 359.60Inv. out 359.50New berm with stone overflowNew 6" cross pipe2-New 18" vertical inlet pipesNew CB 28Rim 393.9Inv. in 387.10Inv. out 387.00New CB 42Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB 41Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB 22Rim 384.20Inv. in 377.10Inv. out 377.00New riprap emergencyspillwayNew CB 23Rim 390.90Inv. in 382.10Inv. out 382.0012"12" PVC storm12" PVCstorm15" PVC storm 15" PVC storm 12" PVC storm12" PVC storm15" P V C s t o r m 12" PVC storm15" PVC storm 15" PVC storm15" PVC storm1 5 " PVC s t o rm 12" PVC storm12" PVC storm12" PVC storm12" PVC stormNew riprapemergency spillway24" PVC storm18" PVC stormNew CB9Rim 378.60Inv. in 372.00Inv. out 371.90New Trench DrainRim 378.8New Trench DrainRim 378.88" PVC SDR 3512" PV C S D R 3 5 Roof drain8" PVCNew ESInv. 363.112" PVC storm 15" PVC storm New CB 39Rim 391.00Inv. in 384.10Inv. out 384.00New CB 32Rim 373.50Inv. in 357.10Inv. out 357.00Inv. out 356.030" PVC storm 24" PVC stormNew COInv. 377.00Inv. 396.5New CO'sInv. 395.40New CO'sInv. 392.70New STMh 2Rim 385.3Inv. in 379.20Inv. out 379.10New STMh 1Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm15" PVC s t o r m 1 2 " PVC s t o rm 12" PVCstormNew CB 15Rim 391.00Inv. out 379.00New CB1Rim 369.5Inv. in 363.50Inv. out 363.402 - 24" vertical inlet pipesNew CB 38Rim 386.60Inv. in 380.60Inv. out 380.5015" PVCRoof drain 8" PVC SDR 35Roof drainNew ESInv. 363.1Inv. out 368.0Inv. out 374.0.012" PVC storm s=0.01s=0.014Gravel Wetland #2EMER. GEN.FF 381.0Lower LevelOxygenstorageareaNew concrete (SeeStructural)Gravel Wetland #16 service andvendor parkingElec.Vault(Design and Installed byNew Fiber conduits(See Design by Kirick)UGP (normal) UGP (emergency)New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New O2 farm, see details and plans by MEP.See 8' high fence on Civil Details.2.0' stoneshoulder at limitsof pavementCompletepre-constructionexcavation to confirmexisting invert, prior toordering structure.15" PVC x380.1Coordinate water metersize and location withlocal water department.x 3 9 0 . 2 0Install 6 x 6 tee withgate valves securedusing Foster adaptors.386.5 xx 3 7 8 . 9 0 384x 383.55Maintain 5' (min.)separation betweenwater and gasNew STMh 5Rim 368.00Inv. in 361.50Inv. out 361.40360New CB 45Rim 360.0Inv. out 355.50Core & boot newpenetrationInv. 353.5x 379.1379 377 374 372 37837936236336436636736836937137037537237337437637737837937637636112" ADS N12 stormx379.75x379.95x379.75New UGP service(See Design by MEP)New 8' high chain linkfence with gateNew guardrailNew bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad (SeeStructural)New Screening wall(design by Landscape Arch.)New bollards (4)New 10' wide perviousasphalt recreation pathNew vegetatedstable access pathNew vegetated stable access pathInstall Ripley DamsInstall Ripley DamsSee Gravel Wetland EarthEmbankment ConstructionNotes, sheet C-4.6See Gravel Wetland Earth EmbankmentConstruction Notes, sheet C-4.6New 8' high chain link fencewith gatesx 3 9 6 . 2 395New Stone Edging(see detail)New Stone Edging(see detail)New 3' gravel pathx 386.84386.95 xx 390.18PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.3SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841PROGRESSNOT FOR CONSTRUCTIONSee Sheet C-1.2See Sheet C-1.4SEE NOTES ON SHEETC-1.1 and C-2.1SEE LEGEND ONSHEET C-1.2FF 381.0New Vermont Gas Service Notes- Refer to Vermont Gas Systems details andspecifications for excavation, installation, and backfill ofnew buried natural gas service line.- Prior to beginning excavation contact Dan Baldwin(DBaldwin@vermontgas.com)- Typical bury depth for new buried natural gas serviceline is 2 ft.- Natural gas service line shall maintain 1 ft verticalseparation at all crossings with other utilities.- Vermont Gas System will provide labor, equipment, andmaterials for excavation, pipe installation, testing, andtrench backfill for the construction of the new naturalgas lines. The work will be coordinated with VGS, theowner and construction team. If VGS is not available atthe appropriate timing of the natural gas line installationthey will reimburse the Site Contractor $5.00/lf for theexcavation, compaction, and backfill. Regardless oftiming, VGS will provide the labor and materials for theequipment, pipe installation and testing.02/28/2022SD Pricing Package07/22/2022Design Development10/17/2022PERMIT PLANS06/17/2022Contractor shall install perviousasphalt at end of project, to ensureno damage during construction. 39439 5 39 6 39 7 39 8 39112" PVC stormB3 95 3943 9 3 3 9 0 3 8 7New gravel shoulderSL3SL3SL3HH(4) 4 inch conduits x 3 9 3 . 7 x 3 9 3 . 8 0x 394.30x 394.40x 393.90x 395.00x 394.90x 3 9 4 . 4 0 x 3 9 5 . 0 5 396.5 xx 394.1x 394.4x 3 9 4 . 1 0 x 3 9 4 . 7 0 394.80 xx 394.95x 3 9 4 . 8 5 12" PVC sto r m New CB 34Rim 394.10Inv. out 390.0New CB 33Rim 394.55Inv. in 389.60Inv. out 389.50New CB 21Rim 393.80Inv. out 388.00New COInv. 389.70Fill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.375375380380New Sidewalk382383384385 387388389390391392395397398 394383382379x380.1 top berm384385386387388389390391383380381New Concrete Sidewalk382 393400401402403404405396W397398399395396397398399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER Relocated windmill396392394396395391391392393394395396397398390386CHILLER 393383392393395394393400ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 3 7 4 . 9 x376.1x372.9380375378399401 402399395398397396375400 40 5396400402 407390385381 12" PVC storm12" PVC stormEEELECELECELECELECEELECELEC403 404390Stopbar381390395384387SNOWSTORAGEBBBBBENCHELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB416410414415380Landscape Berm(Relocate)New gravel shoulderCL1CL1CL1CL1CL2CL2CL2SL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SL5SL5SL5SL5SL5FD 15" SDR35 stormEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1x 391.75x 391.80 x 393.10x 393.7x398.30x398.20x398.30 x 393.25x 393.80x 394.30x 394.40x 393.90x 395.00x 394.90x 394.40x 394.55x 395.15x 395.05x 392.35393.25 x393.35 xx 396.35x 396.40x 396.45x 393.15x 393.6398.2 x x 398.3381.90 x390.70x390.6xx 390.10x 391.85x 391.90 394.1 xx 392.45x 391.50391.45x 393.80 x x 4 0 5 . 7396.5 x398.7 x x378.75x 390.60x 390.40 x398.30x398.40 4 0 4 . 5 x x 391.4396.5 x396.8 x397.7 x 4 0 6 . 0 x x 405.5x 4 0 5 . 4 4 0 4 . 3 xx380.1x380.1x380.1x380.25x380.25x380.25x380.25 x 380.20x 380.0x 391.2x 394.1x 394.4x 394.10x 394.70394.3 x x 4 0 5 . 4 x 4 0 5 . 2 394.80 xx 394.95x 394.85x 382.65x 382.55x 381.10 383.25 x x 383.35 393.15 xx 386.5386.5 xx 387.0x 387.0x 387.0x 387.0x 383.35x 383.45x 384.30384.40 xx 386.95x 387.85x 390.20x 392.02x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05x 380.60381.70 x387.90 xx 387.0x 386.5x 386.5x379.83x 393.40x 395.7x 395.8x 396.45x 393.25381.20x382.65x382.75xx 392.40x 392.45x 378.60381.90 x375x374.4x374.4374.4xx376.5x376.5 386387x368.1 top bermRim 392.50Inv. out 387.012" PVC storm12" PVC storm New CB 17Rim 392.45Inv. in 386.5Inv. out 386.4New CB 20Rim 393.00Inv. in 387.10Inv. out 387.00New CB18Rim 391.10Inv. out 387.0012" PVC stormNew CB 16Rim 385.60Inv. in 379.60Inv. out 379.50New CB 13Rim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB 10Rim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.0012" PVC storm New CB 33Rim 394.55Inv. in 389.60Inv. out 389.50New CB 35Rim 396.80Inv. in 392.50 (ud)Inv. in 391.10Inv. out 391.00New CB 33Rim 396.40Inv. in 389.10Inv. out 389.00New CB 27Rim 394.00Inv. out 389.00New CB 26Rim 390.10Inv. in 385.60Inv. out 385.50New CB24Rim 393.80Inv. out 388.80New CB 25Rim 392.05Inv. in 387.30 (ud)Inv. in 385.10Inv. out 385.00New Outlet DMH #2Rim 379.50Inv. in 372.33 (6")Inv. in 375.0 (15")Inv. out 374.4 (18")New ESInv. 376.0New stone bermNew ESInv. 363.12-New 18" vertical inlet pipesNew CB 46Rim 365.7New berm with stone overflowNew 6" cross pipe2-New 18" vertical inlet pipesNew CB 28Rim 393.9Inv. in 387.10Inv. out 387.00New CB 29Rim 397.20Inv. in 387.60Inv. in 392.0 (n)Inv. out 387.50New CB 31Rim 398.20Inv. in 388.60Inv. out 388.50New CB 42Rim 398.10Inv. in 393.50 (ud)Inv. in 393.10Inv. out 393.00New CB 43Rim 401.10Inv. in 396.10 (ud)Inv. in 396.10Inv. out 396.00New CB 44Rim 401.10Inv. out 396.40New CB 41Rim 396.30Inv. in 391.70 (ud)Inv. out 9390.40New CB 40Rim 396.10Inv. in 391.00 (ud)Inv. in 389.10Inv. out 389.00New CB 22Rim 384.20Inv. in 377.10Inv. out 377.00New riprap emergencyspillway12" PVC storm12" PVC storm12" PVC storm12" PVC stormNew CB 23Rim 390.90Inv. in 382.10Inv. out 382.0015" PVC storm 15" PVC storm 15" PVC storm New CB 37Rim 401.60Inv. in 397.0 (ud)Inv. out 396.5012" PVC stor m New CB 36Rim 402.00Inv. in 397.70 (ud)Inv. in 396.10Inv. out 396.0012" PVC storm12" PVC storm15" PVC storm12" PVC storm15" PVC storm15" PVC storm15" PVC storm1 5 " PVC s to rm 12" PVC storm12" PVC storm12" PVC storm12" PVC storm18" PVC stormInstall diversion swaleNew CB9Rim 378.60Inv. in 372.00Inv. out 371.9012" PVC storm12" PVC storm15" PVC storm New CB 39Rim 391.00Inv. in 384.10Inv. out 384.00New CB 32Rim 373.50Inv. in 357.1024" PVC stormNew COInv. 389.70New COInv. 377.00New COInv. 382.50New CO'sInv. 401.7New CO'sInv. 400.50New COInv. 398.90New TInv. 398.20New COInv. 399.00New COInv. 396.5New CO'sInv. 395.40New CO'sInv. 392.70New CO'sInv. 394.4015" PVC storm 12" PVC storm New CB 14Rim 386.0Inv. in 379.10 (FD)Inv. out 379.0012" PVCstormNew CB 15Rim 391.00Inv. out 379.00New CB 30Rim 400.05Inv. out 394.012" PVC stormNew CB 38Rim 386.60Inv. in 380.60Inv. out 380.5015" PVCs=0.014Gravel Wetland #2EMER.GEN.OxygenstorageareaNew concrete (SeeStructural)chargingNew concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces for electriccharging stations (Level 2)New COInv. 386.90New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)New O2 farm, see details and plans by MEP.See 8' high fence on Civil Details.2.0' stoneshoulder at limitsof pavementFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.411x380.1x 390.20 x 386.90386.5 xx 378.90 392394390x 387.80387.85 x384x 383.55 394x398.35 STOP380 385 x387.2385.2 xx386.615" ADS storm382 38 6 383 x 379.1379377374372 37936736836937137037537237337437637737838 6 385388385379376376382384x379.75x379.95x379.75New UGP service(See Design by MEP)New 8' high chain linkfence with gateNew guardrailFlush concrete at snowstorage area typical.New bollards see Civil Details.New concrete ADAramp and stairs. SeeStructural for design.See Architecturaldrawing for handrails.New concrete Pad (SeeStructural)New end section with rip rap outfallInv. 382.02 parking spaceswired for electric charging station(Level 1- Future)2 parking spaceswired for electric charging station(Level 1)New endsectionInv. 382.5New 10' wide perviousasphalt recreation pathNew clearing limitsNew 10' wide perviousasphalt recreation pathNew end sectionwith rip rap inletprotectionInv. 377.0New 2' widegrass swaleNew sculptureNew Pervious StoneNew granite benchesNew granitebenchesNew vegetatedstable access pathNew vegetated stable access pathInstall Ripley DamsSee Gravel Wetland Earth EmbankmentNew 8' high chain link fencewith gatesx382.7x3 9 6 . 2 x383.5 384386388390395382x386.3x386.73 85 12" SDR35 stormNew end sectionInv. 381.3x388.8x389.8x389.4New end sectionInv. 381.1x390.4x390.7New Stone Edging(see detail)New 3' gravel pathPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.4SITE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSee Sheet C-1.3See Sheet C-1.2 SEE GENERAL NOTES ON SHEET C-1.1SEE LEGEND ON SHEET C-1.2See Inset A-AInset A-A02/28/2022SD Pricing Package07/22/2022Design DevelopmentClearing limits10/10/202206/17/2022PERMIT SET 363360360365365Loading Docks retaining wall382383384383382379378x368.1 top berm384385380381377Patio375382CHILLER service entrance392391391392393394Domestic water service (6")Sprinkler service (6") CHILLER 383ForebayWetland Cell 1-1363364366367368x363.1 x 3 6 7 . 1 370381retaining wallNew 12' high screening fence with gateretaining wallNew HD concrete pad390s=0.02s=0.02s=0.03381376380 383384TRANS.BBENCH BENCHstaff entrance380New guardrailNew HD concrete padSL2SL3SL3SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5(2) 4 inch conduits Tele-dataOxygen service FD New concrete ADA ramp and stairs. See Structural for design. See Architectural drawingfor handrails.FD New Screening wall(design by Landscape Arch.)x 377.0x 376.7x 377.0x 376.7x380.92381.90 x390.70x390.6xx379.6x 390 .10 380 . 1 x x 380.98x380.95x 390 .60x 390 .40x 391 .4x 376.5x380.1x380.1x377.5x376.5x37 7 . 5 x376.5 x379.0x 379.0x 380.45x 377.0x379.52x 380.20x 380.0x 380.9 x 380.9x 380.1x 382.65x 382.55x 381.10 x 3 8 0 . 3 0x379.80x379.52x 383.20x 383.30 x 386 .5x 387.0x 387.0x 387.0x 387.0x 383.30x 383.40 x 384.25x 384.20x 384.35x 386.85x 387.70x 390.20x 390.30x 3 9 2 . 0 2x 392.05x 391.90x 391.50x 391.60x 392.00x 380.30380.80xx 380.05380.55xx 380.60381.70 xx 383.5x 386.90387.75 xx 386.90x 386.5x 377.0x 377.5x379.83381.20x382.65x382.75x380.30x380.30x380.20x380.30x380 . 5 x 380 . 5 x 3 7 8 . 5 0 x x 3 7 8 . 4 0x378.0381.90 xx363.5 x368.1 top berm12" PVC stormNew CB IRim 380.60Inv. in 374.70 (FD)Inv. in 374.70Inv. out 374.60New CB JRim 379.60Inv. in 374.60 (FD)Inv. out 374.50New CB KRim 378.90Inv. in 373.60 (FD)Inv. in 376.60 (2 Trench Drains)Inv. out 373.50New CB LRim 380.10Inv. in 376.00 (FD)Inv. in 373.10Inv. out 373.00New CB MRim 376.70Inv. out 370.70New CB NRim 376.70Inv. in 370.20Inv. out 370.10Footing drain New CB ?Rim 394.00Inv. out 389.00New CB ?Rim 390.10Inv. in 385.60Inv. out 385.50New ES ?Inv. 376.0New stone bermNew ESInv. 363.1New ES ?Inv. 363.12 - 24" vertical inlet pipesNew DMhRim 367.0Inv. in 359.60Inv. out 359.50New CB ?Rim 384.20Inv. in 377.10Inv. out 377.00New CB ?Rim 390.90Inv. in 382.10Inv. out 382.0012"12" PVC storm12" PVC storm15" PVC storm 15" PVC storm 12" PVC storm 15" P V C s t o r m12" PVC storm15" PVC storm15" PVC stormNew CB?Rim 378.60Inv. in 372.00Inv. out 371.90New Trench DrainRim 378.8New Trench DrainRim 378.88" PVC SDR 3512" PVC SDR 35 12" PVC storm 15" PVC storm 24" PVC stormNew COInv. 377.0015" PVC s t o r m 12 " PVC s t o rm 12" PVC stormNew CBRim 391.00Inv. out 379.00New CB?Rim 369.5Inv. in 363.50Inv. out 363.4015" PVCRoof drain EMER. GEN.FF 381.0Lower Levelstorage areaNew concrete(See Structural)futurefuel cell areaGravel Wetland #16 service andvendor parkingElec.VaultNew UGP service(See Design by MEP)UGP (normal)UGP (emergency)New Oxygen service(See Design by MEP)New Chilled water lines(See Design by MEP)New emer. UGP service(See Design by MEP)2.0' stone shoulder at limits of pavement15" PVC SNOWSTORAGENew BuildingFF = 381.00PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.5 LOADING DOCK AREA SITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841 2021073 / KL project # 21202 Colchester, Vt. 05446150153314.7 xNew concrete curb (typ.)SEE GENERAL NOTES ON SHEET C-1.1New recessedconcrete curb atsnow storage(typ.)6"6"Gravel shoulder(see details)06/17/2022PERMIT SETFOR PERMIT REVIEWNOT FOR CONSTRUCTION TPB12369.2New 6,000 gallon emergencystorage tank and associated piping.See details.Inv. out 354.0x368.1 top bermx368.1 top berm 378New 5' concrete sidewalkNew 8" x 6" tappingsleeve and valveCore and bootnew penetrationInv. 353.80Wetland Cell 1-2363367364368362x363.6x363.3x363.6 New SMh BRim 368.2Inv. in (inv. out + 0.10)Inv. out 359.8± (existing)8" PVC sanitary x387.8 387381378 376 GMGas meter368 SW1Tele-dataNew 6" DI water service3 7 7 37 8 379 380 New bollards (4)x380.98x380.90380.8 x 380.7 xx380.98x380.90x380.98x380.90hyd. #667New Outlet DMh #1Rim 367.0Inv. in 360.33 (4")Inv. out 362.50 (24")24" PVC stormRoof drain 8" PVC New ESInv. 363.1New STMh 1Rim 373.0Inv. in 366.1Inv. out 366.012" PVC storm12" PVC storm2 - 24" vertical inlet pipes8" PVC SDR 35 Roof drainNew ESInv. 363.1Inv. out 368.0Inv. out 374.0.012" P V C s t o r m s=0.01FF 381.0Lower LevelGravel Wetland #1New GAS service(Design and Installed by VGS)New Fiber conduits(See Design byKirick)UGP (normal) UGP (emergency)Restore paved path,See Pavement Restoration DetailGas line to be bored under roadwayx 365.5x 364.7New 8'x14' StorageTankNew 8" DI with gate valve.Maintain 5' (min.)separation betweenwater and gasCut & cap existingsewer pipe upslope ofgravel wetlandRemove portion ofexisting sewer pipeafter new sewerconnection is complete Tilley Drive PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-1.6SITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446SEE NOTES ON SHEETC-1.1 and C-2.107/01/2022PERMIT PLANSFOR PERMIT REVIEW 391392393394 387 388389391392388389 392393394394 387393 394393EELEC ELEC394 393BBENCH BENCH BENCHBENCHBENCHBENCHBENCHBBNew 8" DI water serviceFDCCL1CL1CL2CL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SW1HHHH391393392 x 393.70x 391.75 x 391.80 x 3 9 2 . 9 0 393.50 x393.40x393.75 xx 3 9 2 . 8 0 x 3 9 3 . 8 0 x 393.703 9 2 . 6 0 x x 3 9 3 . 1 0 x 3 9 3 . 7x 394.6x 3 9 3 . 2 5 x 3 9 3 . 8 0 x 394.30x 394.40x 393.90x 392.35393.25 x393.35 xx 393.15x 3 9 3 . 3 0 3 92 . 8 0 x x 393.6x 391.85 x 391 . 9 0 x 3 9 2 . 9 0 x 3 9 3 . 0 0 x 3 9 2 . 7 0 x 3 9 4 . 9 8 x 3 9 4 . 7 0 x 3 9 4 . 8 5 x 394.75x 3 9 4 . 5 0 x 3 9 4 . 9 8 x 3 9 4 . 8 0 x 3 9 4 . 8 0 x 3 9 4 . 8 5 x 3 9 4 . 7 0 x 393.55x 3 9 4 . 9 0 x 3 9 4 . 7 5 x 3 9 4 . 8 0 x 395.08 x 394.45 x 3 9 4 . 6 5 x 3 9 4 . 1 0 394.1 x39 4 . 1 x x 394.10 x 392.45 x 391.5039 1 . 4 5 x 393 .80 x 3 9 4 . 9 5 x x 3 9 4 . 9 5 394.85 x393.8 xx 393.7 394.1 x393.1 x393.2 xx 3 9 4 . 8 0 393.15 xx 3 9 2 . 6 x 3 9 3 . 5 0 x 3 9 3 . 4 0 393 . 4 0 x x 3 9 3 . 2 5 x 392 . 4 0 x 392.45New CB 4Rim 389.75Inv. in 385.00 (UD)Inv. in 384.00 (12" NW)Inv. in 381.00 (12"S)Inv. out 380.90 (12" E)New ES 1Inv. 385.512" PVC stormNew ES 2Inv. 385.0New CB 19Rim 392.50Inv. out 387.012" PVC storm12" PVC stormNew CB 20Rim 393.00Inv. in 387.10Inv. out 387.00New CB18Rim 391.10Inv. out 387.0012" PVC sto r m 12" P V C s t o r m 15" PVC storm New CB 21Rim 393.80Inv. out 388.0012" PVC storm12" PVC stormNew CB 2Rim 391.2Inv. in 386.0 (YD)Inv. in 380.1Inv. out 380.0New YD 1Rim 393.40Inv. in 387.50 (FD)Inv. in 387.50Inv. out 387.40New COInv. 388.00New COInv. 387.40New COInv. 389.70New CB 3Rim 393.0Inv. out 387.012" PVC storm12" PVC storm New CB 6Rim 389.60Inv. in 385.0 (ud)Inv. out 384.40s-0.005FF 395.0Upper Level4 spacesADA4 dropoff / p i c k u p Spaces (15 minut e s )Electricchargingstation(ADA)New concrete sidewalk2 parking spaces for E V C (Level 2)New COInv. 386.90New Fiber conduits(See Design by Kirick)New precast segmentedretaining wallFill material can be on sitematerial, all other fillmaterial under influence ofparking/sidewalk/slabs shallbe select fill material.New guardrailNew concrete curbSL3SL3Install gate valveonto 45° bend usingFoster adaptor.394393 .20 x STOPx 394.10 x 393.62394.10 xx 395.05x 395.05 x 394.95 394.80 xx 394.60x 394.70 x 394.25 STOPSTOPTransition to 6" waterline with 8"x6"concentric reducer. Connect directly tovalve and bendNew 6" DINew Signs"DO NOT ENTER"New 5' concrete walkNew structural concrete pad at all exterior doorways. SeeStructural Engineer for details.x 393.50393 . 1 0 x 393.40xx 3 93 . 50 PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.7SITE PLANOUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446SEE NOTES ON SHEETC-1.1 and C-2.1New 6" DI water service02/28/2022SD Pricing Package07/22/2022Design Development09/16/2022PERMIT PLANS07/22/2022 New SMH ARim 382.50Inv. in 373.10Inv. out 373.00New 6" sewerInv. 375.0New SMH BRim 368.20Inv. in 358.9(out + 0.10)Inv. out 358.8±PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.8UTILITY PROFILES2021073 / KL project # 21202 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841 New finish gradeNew 6" water serviceNew 6" PVC sanitary serviceNewBuildingFF 322.50Approx. footings1" = 4'1" = 20'vert:horz: New Sewer Service ProfileMaintain 18"vertical separationNew 12" storm1.Existing utility locations shown on this plan are approximate and may not show all existing utilities. Contractorshall verify location and elevation of all existing utilities prior to beginning utility work. The Contractor shall notifyEngineer of field located utilities that differ from the plans. The Contractor shall coordinate with gas, electric,communications, etc. to avoid conflicts.2. Existing utilities that are exposed shall be located by the Contractor in accordance with the AS-BUILTrequirements outlined in the Details and Specifications.1. Contractor shall be responsible for installing all sanitary piping with a minimum 5 feet of cover unless,otherwise noted, (proposed ground) and maintaining 18" vertical separation from water and storm pipes.Any modification of this plan must be approved by the City Utility Department, Engineer, and the owner.2. The plans and profiles may not show every bend and fitting necessary to construct the sanitary in thelocation shown on the plans. The Contractor shall provide all fittings and appurtenances necessary tomake the job complete.3. Concrete thrust blocks will be installed in accordance with the details and specifications.Sanitary System NotesUtility Profile NotesSee "Pre-constructionExcavation" requirementsFF 395.00New concrete walkNew 4" service tee.Inv. 374.50New 8" PVC sanitary serviceNew gasservice1" = 4'1" = 20'vert:horz: New Building Water Service Profile1" = 4'1" = 20'vert:horz: New Hydrant Water Service ProfileNew 12"stormNew 12" stormNew 8"roof drainNew / existing 8"sanitary mainNew 8" roofdrainNew 6"footing drainNew undergroundpowerNewcommunicationlines (2)NewBuildingFF 381.0Approx. footingsNew 8" DI water serviceNew 8" x 6" tappingsleeve and valveRestore paved path,See PavementRestoration DetailNew finish gradeMaintain 6' min.cover typical.Maintain 18"vertical separationMaintain 18"vertical separationNew 6"x6" Tee.Secure all fittings withFoster AdaptersMaintain 18"vertical separationMaintain 18"vertical separationExisting 8"sanitary mainNew 8" x 8" tappingsleeve and valveNew finish gradeNew finish grade(Roadway)New 8" DI water serviceNew communication lineNew 12" stormNew hydrant andthrust block.1. Elevation of water main is shown for illustrative purposes only. Contractor shall be responsible forinstalling all water piping with a minimum 6 feet of cover unless, otherwise noted, (proposed ground) andmaintaining 18" vertical separation from storm and sanitary pipes. Any modification of this plan must beapproved by the South Burlington Water Department, Engineer, and the owner.2. The plans and profiles may not show every bend and fitting necessary to construct the waterline in thelocation shown on the plans. The Contractor shall provide all fittings and appurtenances necessary tomake the job complete. When vertical bends are required they shall be rodded to the next fitting or joint ineach direction.3. Concrete thrust blocks will be installed in accordance with the details and specifications.Water System NotesRestore paved path,See PavementRestoration DetailMaintain 6' min.cover typical.New sidewalkNew verticalbend. See DetailNew verticalbend. See DetailNew verticalbend. See DetailNew verticalbend. See Detail08/11/2022PERMIT PLANSFOR PERMIT REVIEWNOT FOR CONSTRUCTIONNewcommunicationserviceNew hydrant valve, useFoster adaptor toconnect to 45° valve.New 6" gate valveFOR PERMIT REVIEW06/17/202208/10/2022 Hydrant service revisionNew 8"x6" concentricreducer. Use Foster adaptorto connect to valve.New 6" DIwater service New BuildingOSC391392393394 387 382383384387388389391392388389 3973 9 8 394383382379378378384386387388389391381377382392393394394387 401402403404396W397398399396 397 398 399 401 402 403 404396392394396391391392393394396397398393 391386394393383392393394New SMh A393399401 402399398397396396402381394 EEELECELECELECELECEELECELECEELEC ELEC 403 389 393387381378376GMGas meter404381394376383384387393BBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTUREBBB+396+397+3983 9 5 3 9 4 3 9 3 3 9 0 38 7BBENCHBENCH EFDCCL1CL1CL1CL1CL2CL2CL2SIGNSL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5SL5HHHHEEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1391393392377378379 386387FUTUREPARKING5SpacesFUTUREPARKING3SpacesSL3SL3392394384394STOP STOPSTOPSTOP378APROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-1.10PAVEMENT MARKINGS ANDSIGNAGE PLAN2021073 / KL project # 21202 OUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSEE NOTES ON SHEETC-1.1 and C-2.1SEE LEGEND ONSHEET C-1.208/11/2022PERMIT PLANS06/17/2022New stop signs with stop barsOne-Way Arrow Pavement MarkingsNew stop sign and stop barNew signs (2)("No Trucks BeyondThis Point")New Access Aisle, typicalSee CrosswalkDetailSheet C-4.5New PaintedCrosswalk. SeeDetail Sheet C-4.5New stop sign and stop barNew signs(SERVICE VEHICLE PARKING ONLY) (6)New 4" wide, 18' long white lineparking stripe spaced 9' on center.(typical all parking spaces)A STOPB ADA Accessible ParkingC ADA Accessible Parking with Van D Do Not EnterE No Trucks Beyond This PointSignsAAAEEF Service Vehicle Parking Only FFFFFFDDNew sign(ONEWAY) (1)KR1-1R7-8R7-8 / R7-8AR5-1CustomCustomReferenceCCBBBBBBContractor is responsible for all pavement markings (ie. parking striping, handicap markings, stop bars,etc.) shown or implied on the Plans. This includes both new and replacement of existing.·Paint for pavement markings shall be Hydrophast Waterborne Traffic Paint by Franklin PaintCompany. It shall be reflective, VOC compliant, fast drying, 100% acrylic waterborne traffic paint.Paint for parking line striping shall be 4" wide white stripes. Confirm color of all other pavementmarkings with Owner prior to application.·Pavement markings for ADA parking space shall conform with MUTCD Figure 3B-22.·Access aisles shall be 4" wide white markings as shown on this plan. Diagonal markings shall bespaced no more than 3 ft on center.·Stop bar shall be 18" wide and extend the full width of the intended travel lane.·Traffic paint shall be applied with a uniform thickness and at a rate such that no pavement is visibleafter drying. Additional paint application will be required if underlying pavement is visible.G Pickup & Drop-off Only/ No ParkingCustomCustomH EV ParkingJHBGGGGR7-8 & CustomJ ADA Accessible & EV ParkingHHHHHHHHHHHHHHSee CrosswalkDetailSheet C-4.5R6-1K One WaySize (W x H)30" x 30"12" x 18"12"x18" / 12"x6"30" x 30"18" x 24"18" x 24"12" x 18"12" x 18"12"x18" / 12"x18"36" x 12"8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 5.. 11 8 5 18 8 ADA ParkingPavementMarkings, typicalCustomL Patient Parking Only12" x 18"LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL EVEVWhyd. #731hyd. #667hyd. #666PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-2.1 EXISTING CONDITIONSSITE PLANxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 0544606/17/2022PERMIT SET EVEV Tilley Drive WCVBLBVECFACVEBCVVEBCVVEBhyd. #731hyd. #666Old Farm RoadPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATE DESCRIPTION∆C-3.1 EROSION PREVENTION &SEDIMENT CONTROLPRECONSTRUCTIONOUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446Erosion Prevention and Sediment Control Notes338PRECONSTRUCTION - Spring 2023Schedule of Construction ActivitiesInstall Marsh Matcoir inlet filter overexisting catch basinIn the vicinity of the wetlandbuffer install silt fenceperimeter sediment controlpractices prior to earthdisturbance. Straw wattlesare not allowed adjacent towetlands and buffersInstall and maintainstabilized constructionentranceInstall Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swalePrior to installing stormsystem, install silt fencealong downslope limit ofdisturbanceInstall orangeconstruction barrierfence along limit ofdisturbance prior tobeginning earthwork.Install chain-link construction barrierfence along limit of disturbance priorto beginning earthwork.Install 12" thick stone and Mirafi 500X fabricdirectly over topsoil to create stabilized stagingarea, where construction vehicle traffic isanticipated. Limits of stone shown for schematicpurposes only, expand limits as necessary.Contractor is responsible for all stone necessaryfor proper stabilization.Install Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swaleInstall Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swaleInstall bypassculvert. See SitePlans for invertsInstall gateCorner Chainlinkfence, begin barrierfence.Corner Chainlink fence,begin barrier fence.Install silt fenceInstall silt fence perimetersediment control in this area08/11/2022PERMIT SET06/17/202202/28/2022 SD Pricing Package07/22/2022 Design DevelopmentInstall silt fence parallelwith the contours,spaced every 100 ft.±Install silt fencespaced every 100 ft ± EVEVNew 5' concrete sidewalkWRelocated windmillDomestic water service (6")Sprinklerservice (6")New SMhNew Storage TankNew SMhGMGas meterNew8"x6"tappingsleeveandvalveNew 6" DI water serviceFDCLandscapeBerm(Relocate)Tele-dataOxygen serviceNew 6"DIwaterservice12" SDR35 stormhyd. #731hyd. #666New Oxygenservice(See Design byMEP)37537538038039 5397398383 x380.1 top berm38438538638738838939039138340040140240340440539639739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 396392394396395391391392393394395396397398391392393395394393400ForebayWetland Cell 2-1Wetland Cell 2-2380375378399401 402399395398397396375400 40 5396400402 407390385381 403 4043903803753863873953 9339 0 3 8 7 416410414415411388 392380375370365360360x 360x 360x 389.5FF 395.0FF 381.0391392 393 394 389390388x 361.0PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-3.2 EROSION PREVENTION &SEDIMENT CONTROLSUMMER 2023xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEW NOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446Erosion Prevention and Sediment Control NotesSUMMER 2023Schedule of Construction Activities338Install and maintainrolled erosion mattinguntil final stabilization.Maintain rolled erosionmatting during winter.Install Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swalePrior to installing stormpipe, install Silt Soxxalong downslope limit ofdisturbanceInstall 8" thick stone and Mirafi 500X fabricdirectly over topsoil to create stabilizedstaging area, where construction vehicletraffic is anticipated. Limits of stone isminimum anticipated and is shown forschematic purposes only. Contractor isresponsible for all stone necessary forproper stabilization.For Catch Basins LocatedWithin ConstructionDisturbance Limits InstallStone Lined Sump InletProtection, or leave rims highuntil base paving, Typical.See Detail.Install Marsh Mat coirinlet filter overexisting catch basinIn the vicinity of the wetlandbuffer install silt fenceperimeter sediment controlpractices prior to earthdisturbance. Straw wattlesare not allowed adjacent towetlands and buffersMaintain stabilizedconstruction entrancePrior to installing stormsystem, relocate/ install siltfence along downslope limitof design finish gradesMaintain orangeconstruction barrierfenceMaintain constructionbarrier fence.Install temporarystone spillwayInstall diversion swaleprior to beginning GravelWetland Construction.Install minimum temporary 2 ft.deep sediment trap. Stabilizewith rolled erosion matting.Install Silt Soxx,compost filledsediment filters,along ditch lineInstall check dams asneeded along temporaryditch line in this area.Stone pad shallbe graded todirect flows awayfrom the build.Install straw wattles forcheck dams in this areaPlace excavated soil upslopeof trench where ever possible.Install straw wattles forcheck dams in this areaDewater to Dirtbag, or approved equal,sediment filter bag when constructinggravel wetlands. Dewatering filter bagto be placed away from existingdisturbed or exposed soils.Dewater to Dirtbag, or approved equal,sediment filter bag when constructinggravel wetlands. Dewatering filter bagto be placed away from existingdisturbed or exposed soils.Install orange barrier fenceInstall solid coverover catch basinopening duringconstruction,typical of all catchbasins within theconstructionstaging areaPlaceexcavated soilupslope oftrench whereever possible.06/17/2022PERMIT SETStabilized 3:1 (H:V) slopesand areas with concentratedflows with rolled erosionmatting until finalstabilization, typicalStabilize slopes 3:1 (H:V) orsteeper and areas ofconcentrated flows withrolled erosion matting untilfinal stabilization, typicalSweep pavement asnecessary to preventoffsite sediment tracking.Pavement sweeper shallremain on-sitethroughout constructionSee Sheet C-3.5 for PostConstruction Soil Depth& Quality Requirements EVEVNew 5' concrete sidewalkWRelocated windmillDomestic water service (6")Sprinklerservice (6")New SMhNew Storage TankNew SMhGMGas meterNew8"x6"tappingsleeveandvalveNew 6" DI water serviceFDCLandscapeBerm(Relocate)Tele-dataOxygen serviceNew 6"DIwaterservice12" SDR35 stormhyd. #731hyd. #666New Oxygenservice(See Design byMEP)New Chilled water lines(See Design by MEP)37537538038039 5397398383 x380.1 top berm38438538638738838939039138340040140240340440539639739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 396392394396395391391392393394395396397398391392393395394393400ForebayWetland Cell 2-1Wetland Cell 2-2380375378399401 402399395398397396375400 40 5396400402 407390385381 403 4043903803753863873953 9339 0 3 8 7 416410414415411388 392380375370365360360x 360x 360x 389.5FF 395.0FF 381.0391392 393 394 389390388x 361.0PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-3.3 EROSION PREVENTION &SEDIMENT CONTROLWINTER 23-24xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446Maintain Silt Sox untilsurrounding vegetationreached final stabilization.Maintain 8" thick stone and Mirafi 500X fabricdirectly over topsoil to create stabilizedstaging area, where construction vehicletraffic is anticipated. Limits of stone isminimum anticipated and is shown forschematic purposes only. Contractor isresponsible for all stone necessary forproper stabilization.After base paving, maintainMarshMat coir inlet filters overcatch basins that collectrunoff from vegetated areasuntil the upslope areas reachFinal StabilizationMaintain Silt Soxx untilupslope area reachfinal stabilization.Maintain checkdams asneededSee Sheet C-3.1 for Erosion Prevention & Sediment Control Notes338Maintain Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swaleRemove Marsh Matcoir inlet filtersalong Tilley Driveduring winterMaintain silt fence perimetersediment control practice.Straw wattles are notallowed adjacent towetlands and buffersMaintain stabilizedconstruction entranceMaintain silt fence alongdownslope limit of designfinish gradesMaintain orangeconstruction barrier fencealong limit of disturbance.Maintain temporarystone spillwayMaintain temporary 2 ft.deep sediment trap.Maintain rolled erosionmatting until finalstabilization.Maintain rolled erosionmatting until finalstabilization.Maintain rolled erosionmatting during winter ifvegetated areas haven'treached Final StabilizationMaintain stabilizedconstruction entrance06/17/2022PERMIT SETSchedule of Construction ActivitiesWinter Construction October 15, 2023 - April 15, 2024Winter Erosion Control Procedures:Winter Construction Requirements (October 15th - April 15th)"Round" inlet filter symbolsrequire SiltSoxx inletprotection around grates untilupslope areas reach finalstabilization, typicalMaintain straw wattlesSweep pavement asnecessary to preventoffsite sediment tracking.Pavement sweeper shallremain on-sitethroughout construction 363360360365365365365365EVEV370375375380380New BuildingOSC390391392393394 387382383384385387388389390391392388389 3 9 5 397398394383382379378x368.1 top berm x380.1 top berm378384385386387388389390391383380381377375382392393394394 390387 400401402403404405396New 5' concrete sidewalkW39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 Relocated windmill396392394396395391391392393394395396397398393 391390386385Domestic water service (6")Sprinklerservice (6")394393383392393395394New SMh393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2380375370378399401 402399395398397396375400 40 5396400402 407390385381New Storage TankNew SMh394 EEEE403 389 393390385387381380378376375380GMGas meter404390368 370381390395394376380 383384387385393BBBBBBBENCH BENCHBENCHBENCHBENCHBENCH BENCHEBBB3953 9 4393 3 9 0 3 8 7 416410414415BBENCH BENCH ENew8"x6"tappingsleeveandvalveNew 6" DI water service380FDCLandscapeBerm(Relocate)HHHHTele-dataOxygen serviceNew 6"DIwaterservice12" SDR35 stormEE391393392380377378379380 375360hyd. #731hyd. #666386387411PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-3.4 EROSION PREVENTION &SEDIMENT CONTROLSUMMER 2024xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Colchester, Vt. 05446Erosion Prevention and Sediment Control NotesSUMMER 2024Schedule of Construction ActivitiesInstall Silt Soxx, or approvedequal, compost filled sedimentfilter in drainage swalePrior to installing storm pipe,install Silt Soxx alongdownslope limit of disturbanceRemove and dispose of inletprotection measures afterupslope areas reach FinalStabilizationRemove silt fence whenupslope aeas reach FinalStabilizationMaintain stabilizedconstruction entrancesat all areas whereconstruction vehiclestravel off pavementPrior to installing stormsystem, relocate/ install siltfence along downslope limitof design finish gradesInstall temporarystone spillwayRemove SiltSoxx afterupslope areareach finalstabilization33806/17/2022PERMIT SETSweep pavement asnecessary to preventoffsite sediment tracking.Pavement sweeper shallremain on-sitethroughout constructionPlace excavated trench spoilson upslope side of excavationto the extent practical, orinstall straw wattlesdownslope of trenchexcavations.For Catch Basins Locatedwithin road construction limitsInstall Stone Lined Sump InletProtection, or leave rims highuntil base paving, Typical.Dewater to Dirtbag, or approved equal,sediment filter bag when constructinggravel wetlands. Dewatering filter bagto be placed away from existingdisturbed or exposed soils.Place SiltSoxx compost filled sedimentfilter downslope of dewatering bag.Install temporary diversionswale prior to beginningGravel WetlandConstruction.Prior to final grading,remove existing stagingstone and roto-tillsubgrade soils. SeeSheet C-3.5 for PostConstruction Soil Depth& Quality RequirementsWhere stone sump inletprotection is impractical, installSiltSoxx compost sedimentfilters around catch basins andMarsh Mat coir inlet filter overcatch basin rimsStabilized 3:1 (H:V) slopesand areas with concentratedflows with rolled erosionmatting until finalstabilization, typicalStabilized 3:1 (H:V) or steeperslopes and areas withconcentrated flows with rollederosion matting until finalstabilization, typicalInstall pedestrian barriersalong sidewalks to protectlawn area until vegetation isestablished 363360360365365365365365EVEV370375375380380New BuildingOSCDrop-offLoading Docks 4 ADA Spaces Tilley Drive ONE WAYPick-upNew Sidewalkretaining wall390391392393394 387 3823833843853873883893903913922 ADA Spac e s 388389 39 5 397398394Patio 383382379378x368.1 top bermx368.1 top bermx368.1 top berm x380.1 top berm378bike rack area384385386387388389390391383CBCB380381STMh377New Concrete Sidewalk New Sidewalk PatioCBCBCBCBCBCBCBCBCBCBCB375CBCB382392393394.1xx 393.9 394394 390387 400401402403404405396W39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 CHILLER service entrance396CBCBCBCB392394396395391391392393394395396397398393 391CB390386StopStop bar385 New Signs"DO NOTENTER"CHILLER 394393383392393395394Stop barNew SMh393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2x375.1x375.1x 37 4 .9x376.1x372.9x363.1x363.6x363.3x363.6 x 3 6 7 . 1 380375370378399401 402399395398397396375CBCBCBCBCBCB400 40 5396400402 407390385381retaining wallNew Storage TankCBCBNew SMhDMh #2DMh #1New 12' highscreening fencewith gateCBCB394 Knee-wall retaining wallCBCBCBEEELECELECELECELECEELECELECNew HD concrete padNew 5'concretewalkSTMhEELEC ELECNew structural concretepad at all exteriordoorways. See StructuralEngineer for details.403 389 393390385387381380378376x387.8375380GMGas meter404390Stopbar368 370CBYDYDPatioNew 8' wide paved path381 390395394STMhSTMh376CB380 383384387385393TRANS.SNOWSTORAGESNOW STORAGESNOWSTORAGECBBBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTURESNOWSTORAGEBBB+416.1+396+397+3983953943 93 3 9 0 3 8 7 416410414415BBENCH BENCH New concrete retaining wall(design by Structural)Estaff entrance380FDCNew Multi-Use concrete padSee Structural CBNew guardrailNew gravel shoulderFlush concrete at snowstorage area typical.CBNew bollards see Civil Details.New HD concrete padCBCL1CL1CL1CL1CL2CL2CL2SIGNSL1SL1SL1SL1SL1SL1SL1SL1SL1SL2SL2SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL3SL4SL4SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SR1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SS1SW1SW1SW1SW1SW1SW1SW2SW2SW2SL5SL5SL5SL5SL5HHHHNew concrete ADA ramp andstairs. See Structural fordesign. See Architecturaldrawing for handrails.CBCBCBCBNew concrete (See Structural)On-Site soil may be reused for gravel wetland berm if material isprotected from weather/precipitation and not allowed to becomeplastic.Inv. 384.5Inv. 379.0EEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL12 parking spaceswired for electric chargingstation (Level 1- Future)2 parking spaceswired for electriccharging station(Level 1)New Screening wall(design by Landscape Arch.)391393392380377378379380Newbollards (4)ONE WAYNew Signs"No TruckAllowed"375x374.4x374.4374.4x360x376.5x376.5 x363.5hyd. #731hyd. #667hyd. #666386387x368.1 top bermGravel Wetland #2EMER. GEN.FF 381.0Lower LevelFF 395.0Upper LevelOxygenstorage area4 spacesADA4 dropoff / p i c k u p Spaces (15 minu t e s )New concrete(See Structural)Electricchargingstation(ADA)futurefuel cell areaNewpocketparkGravel Wetland #1New concrete sidewalk4 parking spaceswired for electric chargingstation (Level 2 - Future)6 service andvendor parking6 parking spaces forelectric charging stations (Level 2)2 parking spaces for E V C (Level 2)Elec.Vault411SL3SL3SNOWSTORAGEPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAME2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONSEE NOTES ON SHEETC-1.1 and C-1.7SEE LEGEND ONSHEET C-1.2Post-Construction Soil Depth and Quality NotesRequired Elements:Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable.Soil quality: All areas subject to the Standard shall demonstrate the following:■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. Thetopsoil layer shall have a minimum depth of 5 inches, except where tree roots limit the depth of incorporation ofamendments needed to meet the criteria.■Compost and other materials shall be used that meet the following requirements:oThe compost or other materials shall have a carbon to nitrogen ratio below 25:1.oCompost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shallmeet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7),§6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet theforegoing requirements.oExceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportionof 35% of the total soil volume, and shall be well mixed with existing soil before or during application.■The resulting soil shall be conducive to the type of vegetation to be established.■The soil quality requirements shall be met by using one or a combination of the following methods:oOption 1: Leave undisturbed native vegetation and soil, and protect from compaction during construction.Failure to establish and maintain exclusionary controls around these areas during the construction phasemay trigger the requirement to restore soils per one of the following options.oOption 2: Amend existing site topsoil or subsoil in place.▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches ofuncompacted soil after calculated amount of amendment is added. Except for within the drip line ofexisting trees, the entire surface shall be disturbed by scarification;▪Amend soil to meet organic content requirements:·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter contentbetween 40 and 65% and rototill into 3 inches of soil, or·CALCULATED RATE: Place calculated amount of composted material or approved organicmaterial and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organiccontent. *Contractor to provide calculation and site sketch indicating areas used for calculations.▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and▪Water or roll to compact soil in turf areas to 85% of maximum dry density.o Option 3: Remove and stockpile existing topsoil during grading.▪Stockpile soil on site in a designated controlled area, at least 50 feet from surface waters, wetlands,floodplains, or other critical resource areas;▪Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entiresurface shall be disturbed by scarification;▪Stockpiled topsoil shall also be amended, if needed, to meet the organic content requirements:·PRE-APPROVED RATE: Compost shall be incorporated with an organic matter content between 40and 65% into the topsoil at a ratio 1:3, or·CALCULATED RATE: Incorporate composted material or approved organic material at a calculatedrate to achieve 4 inches of settled soil at 4% organic content;*▪Replace stockpiled topsoil prior to planting, screen topsoil, and;▪Rake to level, and remove surface rocks larger than 2 inches in diameter.oOption 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic contentand depth.·Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, theentire surface shall be disturbed by scarification;·Place 4 inches of imported topsoil mix on surface. The imported topsoil mix shall contain 4%organic matter. Soils used in the mix shall be sand or sandy loam as defined by the USDA; Shopdrawing submittal is required. Find USDA sieve for sand and sandy loam.·Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and·Water or roll to compact soil in turf areas to 85% of maximum dry density.Soil Management:oIdentifies areas on the site subject to the Standard;oSoil depth and quality shall be established toward the end of construction and once established, protectedfrom compaction, such as from large machinery, vehicle traffic, and from erosion;o After soil amendments and placement is complete, and prior to seeding and mulching, Contractor shallperform verification sampling in locations indicated on sampling plan. Verification sampling shall includenine, 8 inch deep (min) test holes per acre of area subject to the standard. Test holes shall be excavatedusing only a shovel driven solely by inspector's weight and shall be at least 50 feet apart from each other. o A dense and vigorous vegetative cover shall be established over all turf areas. o At the end of construction the Contractor shall provide the Engineer with a letter indicating that the PostConstruction Soil Depth and Quality Standards have been met. This shall include the verification sampling,topsoil depths, and soil modifications.·····C-3.5 POST CONSTRUCTIONSTABILIZATION PLAN06/17/2022PERMIT SETPost Construction Soil Depthand Quality Verification TestPit Location, typicalPost Construction Soil Depthand Quality Verification TestPit Location, typical 3" clear (min.)2" clear (min.)3" clear (min.)2" clear (min.)PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-4.1CIVIL DETAILSxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202102/28/2022SD Pricing Package06/17/2022PERMIT SET NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICTSOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROADDRAWING NO.:DATE:TYPICAL TRENCH DETAILSpecifications DetailCHAMPLAIN WATER DISTRICTA-1A-1 Typical Trench.dwgApril 2019 HYDRANT ASSEMBLY NOT TO SCALECHAMPLAIN WATER DISTRICTSOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROADDRAWING NO.:DATE:HYDRANT ASSEMBLYSpecifications DetailCHAMPLAIN WATER DISTRICTA-16A-16 Hydrant Assembly.dwgJUNE 2019403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403CHAMPLAIN WATER DISTRICTMinimum Area In Square Feet, Of Bearing SurfaceRequired For Concrete Thrust BlocksNOTE:THRUST BLOCKS ON PIPE LARGER THAN 16" DIA. SHALL BE DESIGNED BY APROFESSIONAL ENGINEERPIPE 13000PSI CONCRETETHRUST BLOCK3000PSI CONCRETETHRUST BLOCK3000PSI CONCRETETHRUST BLOCKINSTALL POLYETHELENE WRAPTO PREVENT CONCRETEFROM BONDING TO PLUG ANDHARDWARE THUS FACILITATINGFUTURE REMOVALTEEBENDTEE WITH PLUGNOTES:1. CONCRETE NOT TO OVERLAP ANY JOINT.2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.3. ALL MECHANICAL JOINT FITTINGS TO HAVE RETAINER GLANDS.403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403CHAMPLAIN WATER DISTRICTNOT TO SCALEBEARING AREAPER SPECIFICATIONSBEARING AREAPER SPECIFICATIONSBEARING AREAPER SPECIFICATIONS4. CONCRETE THRUST BLOCKS SHALL BE POURED TO PROPER DIMENSIONS USING SIDE FORMS.θUNDISTURBED SOILD"SECTIONNOTES:1) BEARING SURFACE SHOULD, WHERE POSSIBLE BE PLACED AGAINST UNDISTURBED SOIL. WHERE IT IS NOT POSSIBLE, THE CRUSHED GRAVEL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY.2) BLOCK HEIGHT SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT.NOT TO SCALEBEARING AREA PERSPECIFICATIONSDDMIN 24" FOR 12" PIPE OR LARGERMIN 18" FOR 10" OR SMALLERCHAMPLAIN WATER DISTRICTSOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROADDRAWING NO.:DATE:BEARING BLOCKSpecifications DetailCHAMPLAIN WATER DISTRICTA-27A-27 Bearing Block.dwgApril 2019PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATE DESCRIPTION∆C-4.2CIVIL DETAILSOUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202 Install Mirafi 500x stabilizationfabric under precast thrust blockand against Undisturbed soilInstall and compact 34" crushedstone between stabilization fabricagainst undisturbed soil andprecast concrete thrust block08/11/2022PERMIT SETInclude 4" Storzconnection on fire hydrantpumper nozzle. SeeCWD Specifications.06/17/202202/28/2022 SD Pricing Package07/22/2022 Design Development ·······√··························································¾·······························································PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATE DESCRIPTION∆C-4.3CIVIL DETAILSOUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 2120208/11/2022PERMIT SET06/17/202202/28/2022 SD Pricing Package07/22/2022 Design Development PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-4.4CIVIL DETAILSxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202102/28/2022SD Pricing Package06/17/2022PERMIT SET PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-4.5CIVIL DETAILSOUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 2120214.25"49.63"SK2-621DTOPSK2-621DBOTTOMSERIES600 RISERSK2-631D OPTION(WITH RISER)14.25"12"PERMIT PLANS06/17/202202/28/2022SD Pricing Package07/22/2022Design Development10/10/2022Contractor shall install perviousasphalt at end of project, to ensureno damage or porous cloggingduring construction.” ” ” PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATE DESCRIPTION∆C-4.6CIVIL DETAILSOUTPATIENT SURGERY CENTERUVM HEALTH NETWORK LOT 6; TILLEY DRIVESOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTIONMaintenance: The plant biomass should be harvested annually, and accumulated sediment removed atintervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetationre-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter timewhen one can walk on the wetland).·First Year Post-Construction: Inspection frequency should occur after every major storm in the first yearfollowing construction.oInspect that the system drains within 24-48 hours.oThe plants may need watering if necessary during the first growing season. Revegetate if the vegetationis poorly establishing.oIdentify areas of erosion and make timely repairs.oCheck all inlets, outlets and subdrains for proper functioning. Risers may need to be cleaned.·Post-Construction: Inspection frequency should occur at least every 6 months and after every major storm.Activities are expected to include:oCheck the basin for a dense root mat establishment of wetland vegetation.oCheck and clean the risers if there is evidence of standing water, discolored water or accumulatedsediments in the cells.oCheck and clean the forebay for sediments, trash and debris. When sediments have accumulated toa depth of 12 inches, standing water is persistent or wetland vegetation become established, theforebay will need to be excavated and reformed.oVerify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulationof 4 inches is evident over the wetland surface.oCheck and clean all outlets and overflow spillway if blocked or there is evidence of structural damage orerosion.oRemove decaying vegetation, litter and debris.oCheck for foreign species. Particular care must be used to avoid the unintended introduction of invasivespecies such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It isrecommended that a qualified wetland biologist be consulted when these are found in the area of thegravel wetland.GRAVEL WETLAND MAINTENANCE NOTES:2021073 / KL project # 2120212"08/11/2022PERMIT PLANS06/17/202202/28/2022 SD Pricing Package07/22/2022 Design Development Excavate 2 ft. deep sump trench(min). Stabilize with NAGS150 or approved equal rollederosion matting1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BEGRADED AND COVERED WITH A MINIMUM OF 4" OF LOAM TOPSOIL. THE AREAS TO BELOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND OTHERDELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TOA DEPTH OF 4". TOPSOIL SHALL BE APPROVED BY THE ENGINEER. ALL SIDE SLOPESARE TO BE LOAMED.2.ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VTSTANDARD SPECIFICATIONS 2018 AND THE TOWN'S SPECIFICATIONS. MULCHINGSHALL FOLLOW SEEDING BY NO MORE THAN 24 HOURS.3.ALL CUT SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. ALL FILL SLOPES SHALLBE NO STEEPER THAN 2.0H ON 1.0V.4.THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15THBETWEEN APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER.5.TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING ORCONSTRUCTION. FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALLGROUND DISTURBANCE PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATEDBY THE OWNER FOR PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TODESIGNATED TREES.6.EXISTING PLANTINGS ARE LOCATED IN GENERAL AREAS AS SHOWN ON THIS PLAN.CONTRACTOR SHALL PROTECT PLANTINGS SO AS NOT TO DAMAGE THESE OR THEIRROOT SYSTEMS.7.SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURINGCONSTRUCTION SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEERIMMEDIATELY.GENERAL GRADING AND SITE WORK NOTES®™™™®™®™®™™®™PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEC-4.7CIVIL DETAILSxxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 2120206/17/2022PERMIT SET5'5'2'4" - 6"5'12" DEPTH OF TYPE I STONE PERVT. SPEC. 706.04MIRAFI 140NFABRIC UNDERAND TO SIDESOF STONE12" DEEP TYPE I STONEPER VT. SPEC. 706.04STORM WATERFLOWPLANCROSS SECTIONSTORMWATER OUTFALL DETAILN.T.S.HDPE ENDSECTION1' MIN.1' MIN.PROVIDE LIPLEVEL SPREADERAT END OFOUTFALL.PERMANENT SEED MIX SHALL BE USED ASEARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15AND SHALL MEET THE FOLLOWING CRITERIA: SEED % WEIGHTCREEPING RED FESCUE40%KENTUCKY BLUEGRASS30%PERRENNIAL RYEGRASS30%SEEDING SPECIFICATIONSHydroseed Additives:Fertilizer: 19-19-19 75 lbs per 1,000 gallons of waterLime: 100 lbs. per 1,000 gallons of waterMulch: 300 lbs. per 1,000 gallons of water.Tacifer: 5 lbs. per 1,000 gallons of water.If hydroseeding is used for temporary stabilization measures for turf establishment. Specifications are:1.Areas having soil compaction as a result of construction shall have any crushed stone removed and thesubgrade shall be roto-tilled prior to placing topsoil. Refer to the Post Construction Soil Depth and QualityRequirements.2.If hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. Ifinorganic is used, it must be removed before the first mowing.3.Starter fertilizer shall be applied at the manufacturer's suggested rate at the time of seeding. Fertilizerapplication will not be allowed in sensitive areas and adjacent to drainage ways as determined by theEngineer.4.Watering is to be done by the Contractor and is to last for the duration of the warranty period to maintainproper growth. All apparatus necessary to apply the water must be furnished by the Contractor (i.e. hoses,sprinklers, etc.).5.Staking of all topsoiled areas to control foot traffic will be required. Unless otherwise specified, acceptablestaking materials will be grade stakes and twine or string with flagging attached for visibility.6.A guarantee through the first mowing is required with any sparse or bare areas larger than 1 sq. ft. to beredone.7.The Contractor is responsible for the first mowing. After the first mowing and prior to the Owner takingresponsibility for the lawn areas the Contractor and an Owner's Representative shall meet to inspect thevegetation establishment.8.Contractor is responsible for all topsoil to complete the project as shown. If existing volume of topsoil isinadequate, the Contractor, at no cost to the Owner, shall purchase offsite approved topsoil as necessary.Refer to Post Construction SoilRestoration Plan for additionalrequirements 888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841FOR PERMIT REVIEWNOT FOR CONSTRUCTION2021073 / KL project # 21202PROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆C-4.8CIVIL DETAILSOUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-60668"Base BlockMiddle BlockMiddle BlockMiddle BlockTop Block8"varies - see site planBOX BEAM GUARD RAILSPECIFICATIONS:PlanSection1" x 45° ChamferConduitAnchor BoltsConduit, typ.Anchor BoltsPVCPVC 24"6 ft. min.Bury depthNOTE:See Electrical Plans for electrical,conduit, light pole bolt pattern,and grounding design.- Concrete Minimum Strength 5000psi @ 28 days- Reinforcement per Specification. Reinforcing shall beASTM A615 Grade 60- PVC Conduit Supplied by Others- Anchor Bolts Supplied by Others- Weights Subject to Variation(4) #4 Verticalrebar#4 rebar @ 12"o.c. horizontal(No meshreinforcing)48" revealabove gradeFinished gradeCoordinate boltconfiguration withlight poleMaintain 3" clear(min.) for rebarfrom top, bottom,and sidesMaintain 3" clearfor rebarWeep hole forgrounding conductor.24"No. 6 soft drawn coppergrounding conductor. Connectto grounding lug in pole.Weep hole. Install 1/2" flexibleplastic conduit for #6 AWG softcopper grounding conductor.Connect to grounding electrodeusing an exothermic weld.3/4" X 10' minimumcopper clad groundingelectrodeTop of groundingelectrode 12" minimumbelow ground level07/22/202202/28/2022SD Pricing Package07/22/2022Design Development08/11/2022 zz GRAVEL SCULPTURE 50' RIGHT OF WAY FOR FUTURE ROAD 50' RIGHT OF WAY FOR FUTURE ROAD POCKET PARK 10’ REC PATHPatient Parking ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2STOPSTOPSTOPSTOPCONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK SEE CIVIL RELOCATEDWINDMILLLOCATIONPEDESTRIAN CROSSING PEDESTRIANCROSSING5'8' TYP.8'8'SHORT TERM BICYCLE PARKING.(14) CYCLESAFE U2 SEE CIVIL FORDETAILFLUSH CURB, TYP.SEE CIVIL DWGSBOARD FORM FINISHRETAINING WALL,SEE CIVIL ANDSTRUCTURAL DWGSLOADINGDOCKSSTAFFENTRANCEASPHALT PAVINGSEE CIVIL DWGSTRASHCOMPACTORSCONCRETE UNIT PAVERSBOARDFORM CONCRETE WALLS,TYP.NEW CHAINLINKFENCE WITH GATECONCRETE SIDEWALK SEE CIVILBOARD FORM FINISHCONCRETE FREESTANDING18" HIGH SEAT WALLBUILDING OVERHANG,SEE ARCH DWGSEXISTING WINDMILL LOCATIONCONCRETE SIDEWALK SEE CIVIL 18' TYP.24' TYP.9' TYP.(6) ADIRONDACKCHAIRSCONCRETE UNITPAVERS(6) BISTRO TABLES;(24) BISTRO CHAIRSBOARD FORM FINISH CONCRETERETAINING WALL TYP. SEE CIVILAND STRUCTURALCONCRETE UNIT PAVERSFLUSH CURB, TYP.SEE CIVIL DWGSFLUSH CURB, TYP.SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILPEDESTRIAN CROSSINGONE-WAYPICKUP/DROPOFF DRIVEEXISTING SIDEWALKT I L L E Y D R I V ETRANSFORMER,SEE CIVIL AND MEPBENCHPRIVACY SCREENSEE STRUCTURALFOR MOUNTING(6) BISTRO TABLES;(24) BISTRO CHAIRSPLANTING TYP. SEEPLANTING PLAN FORFURTHER INFORMATIONPLANTING TYP. SEE PLANTING PLANFOR FURTHER INFORMATIONMETAL EDGE TYP.BENCHASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSPROPOSED EMERGENCY CALL BOX TYP.(10) TOTALPROPOSED MAIN ENTRY SIGN BYOTHERSSERVICEENTRANCEOXYGENFARMT I L L E Y D R I V EEMERGENCYGENERATORGRAVEL WETLAND, SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXSERVICEPARKINGCOVERED DROP OFF SNOWSTORAGEGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGS L1.52L1.55L1.59L1.51L1.67L1.51L1.58+9L1.51L1.56L1.57+8L1.52L1.59METAL EDGE,TYP.L1.67METAL EDGE,TYP.METAL EDGE,TYP.METAL EDGE,TYP.L1.67ADA RAMPL1.54RETAINING WALL,SEE CIVIL DWGSCHILLERCHILLERDRAINAGE SWALE 10' REC PATHL1.67L1.67POURED CONCRETE STEPSL1.53GUARDRAIL TYP.L1.510BENCHL1.59CONCRETE SIDEWALK SEE CIVIL EXISTING TREE TO REMAINPROPOSED TREEPROPOSED SHRUBPROPOSEDPLANTING BEDLAWNMEADOWMETAL EDGINGPALEGENDEXISTING CONTOURPROPOSED CONTOUR(MAJOR)PROPOSED CONTOUR(MINOR)PROPOSED SPOT ELEVATIONSLOPE764765+769.51%TYP.L1.71L1.73L1.72L1.75L1.77765SCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB Updates10/19/2022DRB Updates10/24/2022DRB Updates11/03/202250% Constuction Doc. ReviewL1.1LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET L1.2MATCHLINE: SEE SHEET L1.2PROGRESS SET NOT FORCONSTRUCTIONSEE CIVIL FOR ALL ROADALIGNMENTS, LIGHTING,GRADES AND UTILITIES. ELECELECELECELEC ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE Landscape Berm L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 9' TYP.PAVING STRIPING, TYPSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGS24' TYP.DRAINAGE SWALE,SEE CIVIL DWGS18' TYP.24' TYP.STORM SYSTEMDISCHARGE AREAPLANTING TYP. SEE PLANTING PLAN FORFURTHER INFORMATIONWETLAND,PROPERTY LINELAWNLAWNLAWNGRAVEL WETLAND, SEE CIVIL DWGS ELEVATED BERMLAWNMEADOW /CONSERVATION MIXDRY LAID GRANITE CHUNKBENCH, TYP.LAWNSCULPTURE, TYP.18" TALL DRY LAID GRANITECHUNK BENCH, TYP.ASPHALT RECREATIONALPATH, SEE CIVIL DWGSMETAL EDGE TYP.L1.67METAL EDGE TYP.L1.67GRAVEL, TBDGRAVEL WETLAND, SEE CIVIL DWGS 10' REC PATHPOCKET PARKGRAVEL PATHL1.511EXISTING TREE TO REMAINPROPOSED TREEPROPOSED SHRUBPROPOSEDPLANTING BEDLAWNMEADOWMETAL EDGINGPALEGENDEXISTING CONTOURPROPOSED CONTOUR(MAJOR)PROPOSED CONTOUR(MINOR)PROPOSED SPOT ELEVATIONSLOPE764765+769.51%TYP.L1.71L1.73L1.72L1.75L1.77765SCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORC O N S T R U C T I O NCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB Updates10/19/2022DRB Updates10/24/2022DRB Updates11/03/202250% Constuction Doc. ReviewL1.2LAYOUT AND MATERIALS PLANMATCHLINE: SEE SHEET L1.1MATCHLINE: SEE SHEET L1.1PROGRESS SET NOT FORCONSTRUCTIONSEE CIVIL FOR ALL ROADALIGNMENTS, LIGHTING,GRADES AND UTILITIES. ELECELECELECELECELECELECELEC GM Gas meter L2 L2 L2 L2 L2STOPSTOPSTOPSTOP(1) NS(256) SH(43) PA(1) GT(2) AFA(2) GT(2) AFA(1) NS(2) SR(1) NS(3) GT(27) IV(25) PA(21) PA(334) SH(162) HR(7) RA(21) RA(206) SHBENCH(168) HH(18) HLL(26) DC(5) CS(17) LS(10) CS(10) CS(5) CS(7) AG(2) PS(4) QB(2) GT(4) PS(8) PG(214) RA(105) DC(1) HSS(2) HE(7) HA(8) BN(2) AFA(68) CA(16) SB(74) HH(11) PF(24) RF(19) RF(15) PA(22) PA(14) SA(50) LS(42) RA(42) DC(14) HLQ(2) GT(2) AFA(45) RA(18) RF(17) SA(18) PA(44) SH(3) PA(9) JC(13) PO(24) TO(51) RA(11) JC(7) IV(6) VDC(5) PG(4) PA(4) SV(7) CS(10) VDC(5) IVJ(17) LS(17) LS(26) DC(50) DC(50) DC(24) LS(6) HE(5) HSS(116) PA(2) AFA(2) QB(18) PG(3) AR(12) JCOXYGENFARMT I L L E Y D R I V EEMERGENCYGENERATORGRAVEL WETLAND, SEE CIVIL DWGSCONCRETE SIDEWALK SEE CIVILLAWNCONCRETE PAD LAWNLAWNLAWNUVMMC OSCLAWNLAWNPROPERTY LINEMEADOW /CONSERVATIONSEED MIXWETLANDSEED MIXLAWNLAWNLAWNMEADOW /CONSERVATION MIXSERVICEPARKINGCOVERED DROP OFF SNOWSTORAGE(40) PITRAINED ONTOADJACENTRETAINING WALLGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGSGRAVEL WETLAND, SEE CIVIL DWGS (2) PA(1) PG(11) TOCHILLERCHILLER(12) CS(7) SVDRAINAGE SWALE 10' REC PATH(3) AFA(3) UAEXISTING TREE TOREMAIN, TYP.(1) AR(2) AFATREE PROTECTION NOTES1.Proposed methods, and schedule for effecting tree and plant protection shall besubmitted for approval.2.Proposed methods, materials, and schedule for root pruning, construction pruning,and tree fertilization shall be submitted for approval.3.Certain specimen trees adjacent to construction areas and in other key locations willbe identified by the Owner and the Architect, and marked with red tags. Loss of anyof these trees will result in fines assessed at $5,000 per tree. Damage to all othertrees on the property will be assessed at the rate of $500 per inch caliper of the tree.4.A fine of $1,000 will be levied against the Contractor for each incident ofconstruction inside tree protection areas.5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect andOwner in accordance with the International Society of Arboriculture (ISA) Guide.6.Trees or roots visibly damaged will cause the Owner to withhold from theContractor an assessed amount conforming to the requirements stipulated above fora period of two years. After that period the impact of the damaged to any tree willbe assessed accordingly.7.If any trees or shrubs designated to be saved are damaged and replacement isrequired, a number and diameter of trees or shrubs of the same species and variety,as specified by the Owner and Architect, shall be furnished and planted by theContractor. The total inch diameter of the replacement trees or shrubs shall equalthe diameter of the tree or shrub to be replaced. The Contractor shall not be liablefor any loss or damage which occurs while the Contractor is complying withinstructions given by the Owner, Architect, or arborist working on the Project.8.The Contractor's attention is called to the fact that certain areas on the site exist asnatural woodland spaces and are to remain as natural woodlands. Therefore, allconstruction operations must be performed in such a manner, which will preservethese existing natural environments as wood preserves.9.Designated areas of trees, understory, and wildflowers are to remain untouched andunharmed.10.Clearly mark all clearing limits in the field and accompany Architect on a joint reviewof clearing limits before clearing operations have commenced. Limit of clearing isgenerally defined as the limit of grading.11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanizedsteel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feeton center maximum.12.Prior to start of demolition work and clearing and grubbing operations, treeprotection fencing shall be installed in accordance with the following:13.Fencing shall be installed at the tree protection areas indicated on the Drawings.14.Fencing shall be installed a minimum of 15 feet beyond the drip line of the trees to beprotected, unless otherwise approved by the Architect.15.Where construction will be in close proximity to existing trees designated to remain,roots shall be pruned. Proximity shall be as determined in the field by the LandscapeArchitect or Arborist.16.Suitable means for root pruning include,trenching, vibrating plow, and water jetpruning. Any method which tears roots or disturbs the soil beyond the grading limitis unacceptable.17.Trees to receive root pruning shall be reviewed by an arborist for canopy pruning,fertilization and trench backfill recommendations.18.Selective clearing within tree protection areas shall only be performed when and asdirected by the Landscape Architect. Refer to Section 02115, selective clearing.19.Except as otherwise indicated or requested by Landscape Architect, temporaryprotection devices and facilities installed during course of the work shall be removedonly after all work which may injure or damage trees and plants is completed.PLANTING NOTES1.All plant material in the plant schedule shall be nursery grown inaccordance with ANSI in accordance with Z.60.1 Standards formeasurement of nursery stock.2.All plants shall be guaranteed by the Contractor for a period of oneyear from date of receipt of Provisional Acceptance of the completedinstallation by the Owner.3.Replacement plantings will be required prior to Final Acceptance forany plants which are missing, not true to specifications, have died orare unhealthy or uncharacteristic of the species (due to excessivepruning, dieback or other reasons).4.All plant materials shall be selected and tagged at the nursery byLandscape Architect.5.The Landscape Architect's approval is required for any plant materialsubstitutions.6.The Contractor is responsible for immediately notifying the LandscapeArchitect if any plant quantity discrepancies exist between the plantingplan and the plant list.7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf"(or approved equal) prior to the first Winter (no later thatNovember 30).8.The Landscape Contractor shall have the General Contractor locateall underground utilities in areas to be landscaped prior tocommencing any excavation. Adjustments to tree locations will beallowed where utility conflicts are clearly a problem and with priorsite approval by Landscape Architect.9.All plant bed, shrub and tree location shall be staked in the field byContractor for Landscape Architects approval prior to installation.10.Adjustments to plant beds shall be approved by Landscape Architect.11.General Contractor is responsible for all erosion control measuresduring construction.12.All disturbed areas are to be topsoiled and seeded or sodded, asindicated in the planting plan.13.Mulch shall consist of double-shredded hardwood mulch or approvedequal and Contractor is responsible for providing samples of mulch toLandscape Architect. Mulch plant materials as shown on plan anddetails.14.It is the intent of this contract to avoid any disturbance to existingtrees or shrubs on site other than those specifically designated fortransplant or removal.15.Liquidated damages for trees damaged by construction operation shallbe $500 per caliper inch. Shrubs shall be $100 each.16.During construction, and until the end of warranty period, existingtrees that are showing signs of stress as determined by the LandscapeArchitect are to be deep root fertilized, two injections per caliper inchper tree at 18" - 24" depth with Peter's 20/20/20 fertilizer orLandscape Architect approved equal.17.Contractor is responsible for verifying and confirming all plant countsas supplied by the Landscape Architect with field conditions asconstructed. Any discrepancies shall be reported to LandscapeArchitect for approval and direction.18.Tree transplanting shall be performed by a suitable hydraulic treespade, sized as necessary to perform the work.19.Prior to commencement of any construction, all existing trees toremain shall receive tree protection fence at outer edge of driplinewhenever possible.THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB Updates10/19/2022DRB Updates10/24/2022DRB Updates11/03/202250% Constuction Doc. ReviewSCALE OF FEET2002040L1.3PLANTING PLANMATCHLINE: SEE SHEET 1/L1.4MATCHLINE: SEE SHEET 1/L1.4MATCHLINE: SEE SHEET 2/L1.4 PROGRESS SET NOT FORCONSTRUCTIONSEE CIVIL FOR ALL ROADALIGNMENTS, LIGHTINGGRADES AND UTILITIES. ELECELECELECELEC ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 (2) UA(2) UA(3) AFA(2) GT(2) GT(1) SR(3) QP(2) UA(2) NS(2) UA(9) VDC(11) AA(15) TO(11) AA(20) SP(7) IV(7) JC(4) IVJ(8) IV(5) JC(4) IVJ(6) IVJ(1) QP(17) IVJ(4) SV(3) SV(14) JC(2) AR(2) PS(38) RA(6) TO(3) AA(6) IVJ(14) JCWETLAND,PROPERTY LINELAWNLAWNLAWNGRAVEL WETLAND, SEE CIVIL DWGS ELEVATED BERMLAWNMEADOW /CONSERVATION MIX(6) BNLAWN(3) PA(2) PA(3) AFA(2) QB(1) PG(6) DC(6) DC(6) DC(22) DC(13) PA(6) DC(6) DC(8) DL(5) AM(2) PG(3) PA(4) PG(3) PAGRAVEL WETLAND, SEE CIVIL DWGS(7) SV10' REC PATHPOCKET PARK(2) ARGRAVEL PATH(1) AFA(1) QP(6) CSA(5) DLTREE PROTECTION NOTES1.Proposed methods, and schedule for effecting tree and plant protection shall besubmitted for approval.2.Proposed methods, materials, and schedule for root pruning, construction pruning,and tree fertilization shall be submitted for approval.3.Certain specimen trees adjacent to construction areas and in other key locations willbe identified by the Owner and the Architect, and marked with red tags. Loss of anyof these trees will result in fines assessed at $5,000 per tree. Damage to all othertrees on the property will be assessed at the rate of $500 per inch caliper of the tree.4.A fine of $1,000 will be levied against the Contractor for each incident ofconstruction inside tree protection areas.5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect andOwner in accordance with the International Society of Arboriculture (ISA) Guide.6.Trees or roots visibly damaged will cause the Owner to withhold from theContractor an assessed amount conforming to the requirements stipulated above fora period of two years. After that period the impact of the damaged to any tree willbe assessed accordingly.7.If any trees or shrubs designated to be saved are damaged and replacement isrequired, a number and diameter of trees or shrubs of the same species and variety,as specified by the Owner and Architect, shall be furnished and planted by theContractor. The total inch diameter of the replacement trees or shrubs shall equalthe diameter of the tree or shrub to be replaced. The Contractor shall not be liablefor any loss or damage which occurs while the Contractor is complying withinstructions given by the Owner, Architect, or arborist working on the Project.8.The Contractor's attention is called to the fact that certain areas on the site exist asnatural woodland spaces and are to remain as natural woodlands. Therefore, allconstruction operations must be performed in such a manner, which will preservethese existing natural environments as wood preserves.9.Designated areas of trees, understory, and wildflowers are to remain untouched andunharmed.10.Clearly mark all clearing limits in the field and accompany Architect on a joint reviewof clearing limits before clearing operations have commenced. Limit of clearing isgenerally defined as the limit of grading.11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanizedsteel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feeton center maximum.12.Prior to start of demolition work and clearing and grubbing operations, treeprotection fencing shall be installed in accordance with the following:13.Fencing shall be installed at the tree protection areas indicated on the Drawings.14.Fencing shall be installed a minimum of 15 feet beyond the drip line of the trees to beprotected, unless otherwise approved by the Architect.15.Where construction will be in close proximity to existing trees designated to remain,roots shall be pruned. Proximity shall be as determined in the field by the LandscapeArchitect or Arborist.16.Suitable means for root pruning include,trenching, vibrating plow, and water jetpruning. Any method which tears roots or disturbs the soil beyond the grading limitis unacceptable.17.Trees to receive root pruning shall be reviewed by an arborist for canopy pruning,fertilization and trench backfill recommendations.18.Selective clearing within tree protection areas shall only be performed when and asdirected by the Landscape Architect. Refer to Section 02115, selective clearing.19.Except as otherwise indicated or requested by Landscape Architect, temporaryprotection devices and facilities installed during course of the work shall be removedonly after all work which may injure or damage trees and plants is completed.PLANTING NOTES1.All plant material in the plant schedule shall be nursery grown inaccordance with ANSI in accordance with Z.60.1 Standards formeasurement of nursery stock.2.All plants shall be guaranteed by the Contractor for a period of oneyear from date of receipt of Provisional Acceptance of the completedinstallation by the Owner.3.Replacement plantings will be required prior to Final Acceptance forany plants which are missing, not true to specifications, have died orare unhealthy or uncharacteristic of the species (due to excessivepruning, dieback or other reasons).4.All plant materials shall be selected and tagged at the nursery byLandscape Architect.5.The Landscape Architect's approval is required for any plant materialsubstitutions.6.The Contractor is responsible for immediately notifying the LandscapeArchitect if any plant quantity discrepancies exist between the plantingplan and the plant list.7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf"(or approved equal) prior to the first Winter (no later thatNovember 30).8.The Landscape Contractor shall have the General Contractor locateall underground utilities in areas to be landscaped prior tocommencing any excavation. Adjustments to tree locations will beallowed where utility conflicts are clearly a problem and with priorsite approval by Landscape Architect.9.All plant bed, shrub and tree location shall be staked in the field byContractor for Landscape Architects approval prior to installation.10.Adjustments to plant beds shall be approved by Landscape Architect.11.General Contractor is responsible for all erosion control measuresduring construction.12.All disturbed areas are to be topsoiled and seeded or sodded, asindicated in the planting plan.13.Mulch shall consist of double-shredded hardwood mulch or approvedequal and Contractor is responsible for providing samples of mulch toLandscape Architect. Mulch plant materials as shown on plan anddetails.14.It is the intent of this contract to avoid any disturbance to existingtrees or shrubs on site other than those specifically designated fortransplant or removal.15.Liquidated damages for trees damaged by construction operation shallbe $500 per caliper inch. Shrubs shall be $100 each.16.During construction, and until the end of warranty period, existingtrees that are showing signs of stress as determined by the LandscapeArchitect are to be deep root fertilized, two injections per caliper inchper tree at 18" - 24" depth with Peter's 20/20/20 fertilizer orLandscape Architect approved equal.17.Contractor is responsible for verifying and confirming all plant countsas supplied by the Landscape Architect with field conditions asconstructed. Any discrepancies shall be reported to LandscapeArchitect for approval and direction.18.Tree transplanting shall be performed by a suitable hydraulic treespade, sized as necessary to perform the work.19.Prior to commencement of any construction, all existing trees toremain shall receive tree protection fence at outer edge of driplinewhenever possible.(4) PA(3) PSMEADOW /CONSERVATION MIXSCALE OF FEET2002040THE LINE SHOWN ABOVE IS EXACTLYONE INCH LONG AT THIS SHEETSORIGINAL PAGE SIZE PROJECT:ORIG SUBMISSION:NOT FORCONSTRUCTIONCURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆06/17/2022ARCH NAME2021073xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Suite 201802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.884102/28/2022SD Pricing Package07/22/2022Design Development08/12/2022DRB Updates09/30/2022DRB Updates10/19/2022DRB Updates10/24/2022DRB Updates11/03/202250% Constuction Doc. ReviewL1.4PLANTING PLANMATCHLINE: SEE SHEET L1.3MATCHLINE: SEE SHEET L1.321" = 20'-0"OLD FARM ROAD SCREENING11" = 20'-0"NORTH PLANTINGPROGRESS SET NOT FORCONSTRUCTIONSEE CIVIL FOR ALL ROADALIGNMENTS, LIGHTINGGRADES AND UTILITIES. UVMMC OSCOXYGEN FARMT I L L E Y D R I V EGENERATOREMERGENCYCHILLERLAWNLAWNSTORAGESNOWSEE CIVIL DWGS GRAVEL WETLAND,CHILLERSEE CIVIL DWGS GRAVEL WETLAND,CONCRETE SIDEWALK SEE CIVILPROPERTY LINEMEADOW / CONSERVATION SEED MIXLAWNSEED MIXWETLANDPAD CONCRETELAWNLAWNLAWN LAWNLAWNLAWNLAWNLAWNMEADOW / CONSERVATION MIXSEE CIVIL DWGS GRAVEL WETLAND, SEE CIVIL DWGS GRAVEL WETLAND,FARMO2GEN.CHILLERCHILLERELEVATED BERMDRAINAGE SWALE PARKINGSERVICECOVERED DROP OFF STORAGESNOWSEE CIVIL DWGS GRAVEL WETLAND,LAWN CONSERVATION MIXSEE CIVIL DWGS GRAVEL WETLAND,MEADOW / CONSERVATION SEED MIXSEED MIXWETLANDEEEEB B B B B B BENCHBENCHBENCH BENCH BENCH BENCH BENCH EB B B B BENCHBENCHEHH HH EE35-YARD COM P A C T O R TRUCKHTRAS 35-YARD CO M P A C T O R TRUCKHTRAS WB-67 WB-67R40'R50'ELECELECELECELECELECELECELECELEC ELEC ELEC ELEC ELEC FUTUREFUTURE FUTUREFUTURE L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 STORAGESNOWSTORAGESNOWSTORAGESNOWSTORAGESNOW CONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK PEDESTRIAN CROSSING PEDESTRIAN CROSSING PEDESTRIAN CROSSING 9' TYP.5'8' TYP. 8'8'SEE CIVIL DWGSASPHALT PAVINGCONCRETE SIDEWALK SEE CIVILCONCRETE SIDEWALK SEE CIVIL SEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVING18' TYP.24' TYP.ONE-WAY PICKUP/DROP OFF DRIVE18' TYP.9' TYP.EXISTING SIDEWALK24' TYP.ADAADAADAADAADAADAADAADAT I L L E Y D R I V ESEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGSEE CIVIL DWGSASPHALT PAVINGLOADING DOCKSTRASH COMPACTORSCELLFUTURE FUELSTAFF ENTRANCESERVICE ENTRANCEGM Gas meter 50' frontyard setback 35' sideyard setback (R1) Residential 1(IO) Industrial-Open Space (R1) Residential 1(IO) Industrial-Open Space(R1) Residential 1(IO) Industrial-Open Space 35' sideyard setback35' sideyard setback65' residential setback65' residential setbackClass III wetland Donald & Barbara NeffN/F L. J. Wilson & B. T. ArmstongN/F1.01 AC.47 Tilley DrivePizzagalli Properties, LLCN/F Dex. bush ex. PP Approx. ex. poolApprox. ex. house6" INV. = 386.00ex. recreation pathex. woods ex. woods/brush ex. pp ex. pp ex. recreation pathex. windmill ex. water air release manhole50'wetland buffer exposed ledge exposed ledge exposed ledgeex. 8" DI water mainDrop-off Loading Docks4 ADA Spaces ONE WAY Pick-up New Sidewalkretaining wall2 ADA SpacesPatiobike rack area New Concrete SidewalkNew SidewalkPatio CHILLERservice entrance Stop Stop bar CHILLERStop bar retaining wallKnee-wallretaining wall New HD concrete pad Stopbar SNOW STORAGE Patio TRANS. SNOW STORAGE SNOWSTORAGE SNOWSTORAGE SNOW STORAGE staff entrance New Multi-Use concrete pad See Structural New gravel shoulder New HD concrete padONE WAYGravel Wetland #2GEN.EMERLower Level FF 381.0 Upper Level FF 395.0 storage area Oxygen ADA 4 spaces (15 minutes)4 dropoff / pickup SpacesNew concrete (See Structural) (ADA) Electric charging station area fuel cell future Gravel Wetland #1 New concrete sidewalk wired for electric charging station (Level 2 - Future) 4 parking spaces 6 service and vendor parking (Level 2) 6 parking spaces for electric charging stations (Level 2)2 parking spaces for EVCVault Elec. "DO NOT ENTER"New Signs New 12' high screening fence with gate New 5' concrete walk New structural concrete pad at all exterior doorways. See Structural Engineer for details. New concrete retaining wall (design by Structural) New guiderail Flush concrete at snow storage area typical. New bollards see Civil Details. New concrete ADA ramp and stairs. See Structural for design. See Architectural drawing for handrails. New concrete (See Structural) Inv. 379.0 wired for electric charging station (Level 1- Future) 2 parking spaces 2 parking spaces wired for electric charging station (Level 1) New Screening wall (design by Landscape Arch.) New bollards (4) "No Truck Allowed" New SignsCL1MH: 9CL1MH: 9CL1MH: 9CL1MH: 9CL2MH: 9CL2MH: 9CL2MH: 9SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL1MH: 22SL2MH: 22SL2MH: 22SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL4MH: 12SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SR1MH: 11.99SW1MH: 9SW1MH: 9SW1MH: 9SW1MH: 9SW1MH: 9SW1MH: 9SW2MH: 18SW2MH: 18SW2MH: 18SL3MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL4MH: 12SL3MH: 12SL3MH: 12SL3MH: 12SL4MH: 12SL4MH: 12SL4MH: 12SL4MH: 12SL3MH: 12SS1MH: 1.5SS1MH: 1.5SS1MH: 1.5SS1MH: 1.5SS1MH: 1.5SL3MH: 12SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SL4MH: 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.30.30.30.30.30.30.30.30.30.30.30.30.40.40.40.40.40.40.30.30.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.20.20.20.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0PEDESTRIAN CROSSING SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 2SS1MH: 22.621.53.60.31.821.33.60.21.318.43.40.10.58.22.40.11.216.02.45.12.81.22.25.23.11.32.35.63.51.42.15.64.11.52.35.53.42.314.62.95.21.91.01.02.71.513.62.75.92.52.64.32.21.01.83.52.11.01.93.72.21.01.93.72.11.01.73.03.819.53.50.53.218.24.30.63.018.84.30.53.219.04.10.63.316.41.21.31.90.20.05.86.46.97.65.40.10.00.00.00.10.10.00.60.10.10.10.10.10.10.10.10.10.30.30.30.30.20.2Calculation SummaryLabelAvg - FCMax - FCMin - FCAvg/MinMax/MinADA RAMP4.5621.50.145.60215.00ENTRY DRIVE1.544.70.27.7023.50FRONT DROP-OFF & ADA PARKING2.8314.00.64.7223.33LOADING DOCK3.839.30.84.7911.63PARKING - LARGE NORTH LOT1.384.70.43.4511.75SIDE PARKING2.064.40.63.437.33Luminaire ScheduleQtyLabelWattageLuminaire LumensLLFBUG RatingDescription4CL155.6740410.900B2-U0-G0SELUX ICL-9-4QS-30-FINISH-VOLT-MS3CL228.4920470.900B0-U0-G0SELUX ICL-9-2Q90-30-FINISH-VOLT-MS9SL1135.1174130.900B5-U0-G3GARDCO ECF-S-48L-900-WW-G2-AR-5W-UNV-BL-IMRI3-PCB-FINISH Mounted to TRA-CB-22-L-D1-FINISH w/Optical Center @ ~22ft AFG2SL255.755790.900B1-U0-G2GARDCO ECF-S-32L-530-WW-G2-AR-3-UNV-BL-IMRI3-PCB-HIS-FINISH Mounted to TRA-CB-22-L-D1-FINISH w/Optical Center @ ~22ft AFG20SL34042920.900B1-U0-G2GARDCO ECF-S-32L-365-WW-G2-AR-3-UNV-BL-IMRI3-PCB-HIS-FINISH Mounted to TRA-CB-12-L-D1-FINISH w/Optical Center @ ~12ft AFG7SL44044210.900B1-U0-G2GARDCO ECF-S-32L-365-WW-G2-AR-4-UNV-BL-IMRI3-PCB-HIS-FINISH Mounted to TRA-CB-12-L-D1-FINISH w/Optical Center @ ~12ft AFG27SR119.617800.900B1-U0-G1SELUX L1R1-1C20-930-MI-RC-04-FINISH-U-DIM Recessed in Canopy @ 12ft AFG17SS141620.900B0-U1-G0PERFORMANCE IN LIGHTING IN0-CL-4-FINISH-3K-VOLT-NA Recessed in Ramp Wall @ 24'' AFG6SW122.223890.900B1-U0-G1GARDCO 121-16L-400-WW-G4-4-VOLT-BL-IMRI3-PCB-FINISH Mounted to Building @ 9ft AFG3SW270.277320.900B1-U0-G2GARDCO 121-32L-700-WW-G4-4-VOLT-BL-IMRI3-PCB-FINISH Mounted to Building @ 18ft AFGJOB NAME: UVM OUTPATIENT SURGERY CENTER - SITEDATE: 9/2/2022APEX LIGHTING SOLUTIONSREFLECTANCES: NONE USEDWORKPLANE: @ GRADELIGHTINGThe point where all ascending lines convergeSOLUTIONSSCALE : DATE:DRAWN BY:SHEET:SL-1E1"=30'-0"9/2/2022DCSome differences between measured values and calculated results may occur due toNOTE TO REVIEWER:Total Light Loss Factor (LLF) applied at time of design is determined by applyingthe Lamp Lumen Depreciation (LLD) from current lamp manufacturer's catalog,a Luminaire Dirt Depreciation Factor (LDD) based on IES recommended values anda Ballast Factor (BF) from current ballast specification sheets. Application of anincorrect Light Loss Factor (LLF) will result in forecasts of performance that will not accurately depict actual results.input data, differences will occur between measured values and calculated values.the lighting calculations. If the real environment conditions do not match thedimensions, reflectances, furniture and architectural elements significantly affectvariations. Input data used to generate the attached calculations such as roommeasurement techniques and field conditions such as voltage and temperaturetolerances in calculation methods, testing procedures, component performance,* LLF Determined Using Current Published Lamp DataFor proper comparison of photometric layouts, it is essential that you insist all designers use correct Light Loss Factors.GENERAL DISCLAIMER:Calculations have been performed according to IES standards and good practiceDRAWING TITLE:PROJECT TITLE:UVM OUTPATIENT SURGERY CENTERSITE LIGHTING POINT CALCULATIONCONNECTICUTMASSACHUSETTSRHODE ISLANDMAINENEW HAMPSHIREVERMONTPHONE: 877-886-2843 FAX: 877-886-2844www.apexltg.comRAMP 1 - SCALE: 18" = 1'-0" 363360360365365365365365EVEV370375375380380New BuildingOSC390391392393394 387 382383384385387388389390391392388389 39 5 397398394383382379378x368.1 top berm x380.1 top berm378384385386387388389390391383CBCB380381STMh377CBCBCBCBCBCBCBCBCBCBCB375CBCB382392393394394 390387 400401402403404405396W39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 396CBCBCBCB392394396395391391392393394395396397398393 391CB390386385 394393383392393395394New SMh393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2380375370378399401 402399395398397396375CBCBCBCBCBCB400 40 5396400402 407390385381New Storage TankCBCBNew SMhDMh #2DMh #1CBCB394 CBCBCBEEELECELECELECELECEELECELECSTMhEELEC ELEC 403 389 393390385387381380378376375380GMGas meter404390368 370CBYDYD381390395394STMhSTMh376CB380 383384387385393CBBBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTUREBBB+416.1+396+397+398395394393 3 9 0 3 8 7 416410414415BBENCH BENCH E380FDCCBCBCBHHHHFD F D CBCBCBCBOn-Site soil may be reused for gravel wetland berm if material isprotected from weather/precipitation and not allowed to becomeplastic.12" SDR35 stormEEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1391393392380377378379380 WS #2WS #1375360hyd. #731hyd. #667hyd. #666386387New Oxygen service(See Design by MEP)411FUTURE PARKING5 SpacesFUTURE PARKING3 SpacesNOT FORCONSTRUCTIONPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆ARCH NAMEST-1.0POST DEVELOPMENTSTORMWATER PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841102/28/2022SD Pricing PackageFOR COORDINATION ONLYNOT FOR CONSTRUCTIONSEE NOTES ON SHEET C-1.1SEE LEGEND ONSHEET C-1.2New ImperviousNot-Treated(0.002 ac)WS #1New Impervious(2.78 ac)WS #2New Impervious(1.91 ac)New ImperviousNot-Treated(1.91 ac)Existing ImperviousTo be collected and treatedfor Site Balancing (0.04 ac)(Area included in Site Area)06/15/2022PERMIT SETPost TcPost TcPre-development Tc 363360360365365365365365EVEV370375375380380New BuildingOSC390391392393394 387 382383384385387388389390391392388389 39 5 397398394383382379378x368.1 top berm x380.1 top berm378384385386387388389390391383CBCB380381STMh377CBCBCBCBCBCBCBCBCBCBCB375CBCB382392393394394 390387 400401402403404405396W39739839939 5 39 6 39 7 39 8 399 40 0 40 1 40 2 40 3 4044 0 5 396CBCBCBCB392394396395391391392393394395396397398393 391CB390386385 394393383392393395394New SMh393400ForebayWetland Cell 1-1Wetland Cell 1-2363367363364365366367368368366365362ForebayWetland Cell 2-1Wetland Cell 2-2380375370378399401 402399395398397396375CBCBCBCBCBCB400 40 5396400402 407390385381New Storage TankCBCBNew SMhDMh #2DMh #1CBCB394 CBCBCBEEELECELECELECELECEELECELECSTMhEELEC ELEC 403 389 393390385387381380378376375380GMGas meter404390368 370CBYDYD381390395394STMhSTMh376CB380 383384387385393CBBBBBBBBENCH BENCH BENCHBENCHBENCHBENCHBENCHEELECELECELECELECFUTUREFUTUREFUTUREFUTUREBBB+416.1+396+397+398395394393 3 9 0 3 8 7 416410414415BBENCH BENCH E380FDCCBCBCBHHHHFD F D CBCBCBCBOn-Site soil may be reused for gravel wetland berm if material isprotected from weather/precipitation and not allowed to becomeplastic.12" SDR35 stormEEL2L2L2L2L2L2L2L2L2L2ELECFUTUREL1ELECFUTUREL1ELECL1ELECL1391393392380377378379380 375360hyd. #731hyd. #667hyd. #666386387New Oxygen service(See Design by MEP)411FUTURE PARKING5 SpacesFUTURE PARKING3 SpacesNOT FORCONSTRUCTIONPROJECT:ORIG SUBMISSION:CURRENT:SHEET TITLE AND NUMBER:DATEDESCRIPTION∆02/28/2022SD Pricing PackageARCH NAMEST-2.0POST DEVELOPMENTSTORMWATERMAINTENANCE PLAN2021073 / KL project # 21202xxxx.xx.xxOUTPATIENT SURGERY CENTER ARCH ##UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERINGKREBS & LANSING164 Main St.Colchester, Vt. 05446802-878-0375Structural EngineeringEngineering Ventures, PC208 Flynn Ave.Suite 2A802-863-6225MEP EngineeringConsulting Engineering Services811 Middle StreetMiddletown, CT 06457860-632-1682Landscape ArchitectureWagner Hodgson7 Marble AvenueBurlington, VT 05401802-864-0010Sustainability ConsultantThornton Tomasetti14 York StreetSuite 201207-245-6066888.781.8441 © 2021 E4H - Environments For Health, LLC e4harchitecture.com 185 Talcott Rd, Williston, VT 05495802.878.8841102/28/2022SD Pricing PackageLEGENDFINISH GRADE CONTOUR LINES(5 FOOT INTERVALS)FINISH GRADE CONTOUR LINES(1 FOOT INTERVALS)PROPOSED STORMLINE/MANHOLE/BASINNEW CONCRETE WALKNEW BUILDINGNEW ASPHALT & SUBBASEGRAVEL WETLAND #2,1.INSPECT FOR PROLONGED STANDING WATER AFTER RAINEVENTS. INSPECT GRATES AND OBSERVATION PORTS.2.INSPECT VERTICAL INLET PIPE TO CONFIRM STANDINGWATER IS APPROXIMATELY 12" BELOW TOP OF PIPEELEVATION3.INSPECT FOR EROSION, ACCUMULATED SEDIMENT, ANDENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT ANDREPLACE PLANTS AS NECESSARY.4.INSPECT OUTLET STRUCTURE TO ENSURE GOOD CONDITIONAND NO CLOGGING.OBSERVE AREAS OFVEGETATION FOREROSION OR BARE SOIL.REPAIR AS NECESSARYOBSERVE STORM PIPEOUTFALL FOR EROSION ORBARE SOIL. REPAIR ASNECESSARYCATCH BASINS IN VEGETATED AREAS:- INSPECT AREA AROUND FRAME &GRATE FOR SIGNS OF EROSION.REPAIR AS OBSERVED- INSPECT SEDIMENT LEVELS IN STORMSTRUCTURE SUMPS. REMOVESEDIMENT WHEN LEVEL EXCEEDSHALF THE SUMP DEPTH.OBSERVE AREAS OFVEGETATION FOREROSION OR BARE SOIL.REPAIR AS NECESSARYGRAVEL WETLAND #1,1.INSPECT FOR PROLONGED STANDING WATER AFTER RAINEVENTS. INSPECT GRATES AND OBSERVATION PORTS.2.INSPECT VERTICAL INLET PIPE TO CONFIRM STANDINGWATER IS APPROXIMATELY 12" BELOW TOP OF PIPEELEVATION3.INSPECT FOR EROSION, ACCUMULATED SEDIMENT, ANDENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT ANDREPLACE PLANTS AS NECESSARY.4.INSPECT OUTLET STRUCTURE TO ENSURE GOOD CONDITIONAND NO CLOGGING.No trees or woodvegetation shall beallowed to grow within25 feet of the spillwayOBSERVE AREAS OFVEGETATION FOREROSION OR BARE SOIL.REPAIR AS NECESSARYOBSERVE SEDIMENT LEVEL INPRETREATMENT FOREBAY.REMOVE SEDIMENT ANDRESTORE TO 24" DEPTHWHEN FOREBAY WATERDEPTH IS 12" OR LESSOBSERVE AREAS OFVEGETATION FOREROSION OR BARE SOIL.REPAIR AS NECESSARY TNEW SMH 8-1NEW SS1EX SMHNEW SS2NEW 6" INV.385.00POND OUTLET 1EX CBNEW SD1NEW SD2POND OUTLET 2EVEVT5+00SWR3+00SWR4+00SWRWetland B 2019 Wetland A 2019 REVIEW AREA - Lot 6 - Total Area = 13.53 acres / 589,413 sf. Wetland A: Total Area = 4,111sf. Area on Lot 6 = 3,966 sf Wetland B: Total Area = 10,862 sf. Area on Lot 6 = 10,249 sf CIVIL ENGINEER SCALE: REVISED: DRAWN BY: PROJECT NO: DATE: CONTENT: Project Phase W-1.0 TJB CONCEPT DRAWINGS UVMMC LOT 6 TILLEY DRIVE Tilley Drive, South Burlington, VT. NO. DESCRIPTION DATE 21202/12223 1" = 50' Existing Wetland Plan PERMIT REVIEW ONLY 164 Main Street, Suite 201, Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com Vermont State Plane Grid North (NAD83) 8/02/21Tilley DriveHinesburg Road / Route 116 REVIEW AREA LOT 6 Mountain View Business Park EVEVNew Building OSC 390 391 392 393 394387 387 388 389 390 391 392388389 395397 398394392393394 394390387W395396397398399396 397 398393 391 390 39 4 39 3 40039 9 401400EELECELEC394 393 B B B B BENCHBENCHBENCH BENCH BENCH BENCH BENCH B +396+397 +398 395 394 393 390387 B FDC CL1 CL1 CL1 CL1 CL2 CL2 CL2 SIGN SL1 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL4 SL4 SR1SR1SR1SR1SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SS1 SS1 SS1 SS1 SW1 HHHH391393 392 SL3 SL3 OUTPATIENT SURGERY CENTER UVM HEALTH NETWORK LOT 6; TILLEY DRIVE SOUTH BURLINGTON, VT 05403164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com Date: Scale: Job No: 6-15-2022 1" = 40' 20102 Ref Drawing:C-1.1 Wetland Disturbance Plan Table of Wetland Disturbance = 1745 sf Table of Wetland Buffer Disturbance = 18,095 sf WD-1.0 Buffer = 14,900 sf Buffer = 3,195 sf