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SP-22-032 - Supplemental - 0119 Tilley Drive (54)
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