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HomeMy WebLinkAboutSP-22-032 - Plans - Record - 0119 Tilley Drive360 360 365 365 365 365 365 EV EV 370 375 375 380 380 T i l l e y D r i v e 390 385 390 395 38 5 39 0 3 8 0 39 0 400 405 x 3 6 9 . 2 W 395 400 405 3 9 5 395 390 38 5 3 9 5 New SMh A 40 0 365 380375 3 9 5 375 400 405 400 390 385 New SMh B EE ELECELECELECELEC E ELECELEC E ELE C ELE C 39 0 38 5 38 0 375 380 Gas meter 3 9 0 370 39 0 39 5 380 385 BEN C H BEN C H BENCH BENCH BENCH BENCH BENCH ELEC ELEC ELEC ELEC FUTURE FUTUREFUTUREFUTURE 41 0 BEN C H BE N C H 380 E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTUREL1 ELEC FUTURE L1 ELEC L1 ELECL1 38 0 375 360 hyd . # 7 3 1 hyd. #667 hyd. # 6 6 6 New Building OSC 39 0 STOP Old Far m R o a d STOP STOP 360 385 385.2 x C-1.2 C-1.3 C-1.4 C-1.5 C-1.6 C-1.7 385 HH HH HH GM FDC Vermont State PlaneGrid North (NAD83) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.0 OVERALL SITE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 01/27/2023 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 SEE NOTES ON SHEET C-2.0 01/27/2023 100% Construction Documents 03/06/2024 Zoning Permit Revisions 363 360 360 365 365 365 365 365 EV EV 370 375 375 380 380 New Building OSC Drop-off Lo a d i n g D o c k s T i l l e y D r i v e ONE WAY Pick-up Ne w S i d e w a l k retaining wall 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 2 A D A S p a c e s 38 8 389 395 397 398 39 4 Patio 3 8 3 38 2 3 7 9 37 8 x3 6 8 . 1 t o p b e r m x380.1 top berm 378 bike rack area 38 4 38 5 38 6 3 8 7 38 8 3 8 9 39 0 39 1 383 3 8 0 3 8 1 37 7 Ne w C o n c r e t e S i d e w a l k Ne w S i d e w a l k Patio 375 382 39 2 39 3 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 39 9 400 401 402 403 404 405 CH I L L E R 1 service entrance Relocated windmill396 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 390 386 38 5 Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r s e r v i c e (6 " ) CH I L L E R 2 3 9 4 3 9 3 38 3 39 2 39 3 3 9 5 39 4 New SMh A New 8" x 6" tapping sleeve and valve 39 3 40 0 ForebayWetland Cell 1-1 Wetland Cell 1-2 363 367 363364365 366 367368 368 366 365362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380 375 370 378 39 9 40 1 4 0 2 39 9 39 5 39 8 39 7 39 6 375 400 405 396 400 402 40 7 390 385 381 retaining wall New SMh B 394 Kn e e - w a l l retaining wall EE ELECELECELECELEC E ELECELEC New HD concrete pad E EL E C EL E C 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 375 380 Gas meter 4 0 4 39 0 Stopbar 36 8 370 Patio 381 39 0 39 5 394 376 380 383 384 387 385 393 SNOW STORAGE SNOW STORAGE SNOW STORAGE BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH ELEC ELEC ELEC ELEC FUTUREFUTURE FUTUREFUTURE SNOW STORAGE 395 394 393 390 387 4 1 6 41 0 41 4 4 1 5 BE N C H BE N C H staff entrance New 8" DI water service (Private) 380 La n d s c a p e B e r m New Multi-Use concrete See Structural (Relocate) New grav e l s h o u l d e r New HD concrete pad (2) 4 inch conduits Te l e - d a t a Ox y g e n s e r v i c e New 6" DI water service E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 391 393 392 38 0 377 378 379 ON E W A Y 375 360 hy d . # 7 3 1 hyd. #667 hyd . # 6 6 6 386 387 Gravel Wetland #2 EM E R . GE N . FF 381.0 Lower Level FF 395.0 Upper Level Oxygen storage area 4 spaces ADA 4 d r o p o f f / p i c k u p Sp a c e s (1 5 m i n u t e s ) New Concrete Pad. See Structural Electric charging station (ADA) Gravel Wetland #1 New concrete sidewalk 4 parking spaces wired for electric charging station (Level 2 - Future) 6 service and vendor parking 6 parking spaces for electric charging stations (Level 2) 2 p a r k i n g sp a c e s f o r E V C (L e v e l 2 ) New GAS service (Design and Installed by VGS) New Fiber conduits (See Design by Kirick) UG P ( n o r m a l ) UG P ( e m e r g e n c y ) New Oxygen service (See Design by MEP) New Chilled water lines (See Design by MEP) New emer. UGP service (See Design by MEP) New precast segmented retaining wall 4 1 1 New guardrail New concrete curb FUTURE PARKING 5 Spaces FUTURE PARKING 3 SpacesSNOW STORAGE New gravel shoulder 39 2 3 9 4 39 0 3 8 4 3 9 4 STOP STOP STOP 360 385 38 2 386 38 3 37 9 37 7 37 4 37 2 374 362 36 3 36 4 3 6 6 3 6 7 3 6 8 3 6 9 3 7 1 3 7 2 3 7 3 3 7 4 3 7 6 3 7 7 3 7 8 379 376 376 361 N e w 6 " D I 382 38 4 New UGP service (See Design by MEP) New Signs "DO NOT ENTER" New 8' high chain link fence with gate New 5' concrete walk New structural concrete pad at all exterior doorways. See Structural Engineer for details. New guardrail Flush concrete at snow storage area typical. New bollards see Civil Details. New concrete ADA ramp and stairs. See Structural & Landscape Plans for additional details. New concrete Pad. See Structural 2 parking spaces wired for electric charging station (Level 1- Future) 2 parking spaces wired for electric charging station (Level 1) New bollards (4) New 10' wide porous asphalt recreation path New clearing limits New 10' wide porous asphalt recreation path New end section with rip rap inlet protection Inv. 377.0 New sculpture New Lawn New vegetated stable access path New vegetated stable access path New 8'x14' Storage Tank New 8' high chain link fence with gates 384 386 388 390 395 382 385 New end section Inv. 381.3 New end section Inv. 381.1 New Stone Edging (see detail) New 3' gravel path HH (4) 4 inch conduits New Fiber conduits (See Design by Kirick)New 4'x6' bottomless handhole. Sweep conduit up into handhole HH New 4'x6' bottomless handhole. Sweep conduit up into handhole HH TRANS 3 8 8 38 838 7 New Privacy Screen on top of wall. See Landscape and Structural Plans 392 383 376 38 0 Cut-in new 8"x8" tee with (2) gate valves. Anchor valves to the tee with Foster adaptors. GM FDC Ch i l l e d W a t e r 391 New clearing limit New clearing limit New clearing limit Remove portion of existing rock wall 395 397 397 401 x397.5 Ex. bench to be protected during construction Vermont State PlaneGrid North (NAD83) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.1 SITE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 SEE NOTES ON SHEET C-1.1 and C-2.1 26 SPAC E S 16 SPAC E S 16 SPACES 16 SPACES 16 SPACES 16 SPACES 16 SPACES 16 SPACES 16 SPACES 19 SPACES 29 S P A C E S 5 S P A C E S 10 S P A C E S 33 S P A C E S 4 ADA SPACES GENERAL NOTES 1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limited to curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, etc. All asphalt shall be sawcut prior to paving. 2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusive property of the Contractor and shall be removed from UVMMC property and disposed of in a State approved disposal location. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section 203-Excavation & Embankments. Contractor shall review soil investigation report and soils logs prior to bid. Any soil reused as fill under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Fill soils 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 high silt/clay content. Only compacted Granular Borrow may be used as fill material below subbase material and extending outward 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 other required 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 electric conduits. 6.This project requires coverage under an Individual Construction Stormwater Discharge Permit and the City of South Burlington Standard Erosion Prevention & Sediment Control Permit. The Contractor shall be the On-site Coordinator for the project and shall be responsible for all required inspections (minimum weekly and after any storm event that produces a discharge), turbidity readings, maintenance, and reporting. The On-Site Plan Coordinator shall be required to provide a turbidity meter for the project. The Contractor shall be responsible for installing, maintaining and removing all erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, to minimize 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 Detail Sheets. All trench excavations shall remain open until all as-built survey shots have been taken. Progress Record Drawings 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, invert elevation, size, depth, pipe type, joint location, etc. Contractor shall transit survey the location and elevations of the utility. Contractor shall provide the engineer with sketches indicating horizontal and vertical information of pipe or conduit 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, and accuracy 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 redesign and/or design confirmation. 9.The location of the preconstruction excavation symbols does not necessarily indicate the location of the buried utility. It is the responsibility of the Contractor to find and expose the utility. 10.Contractor shall include 10 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 for approval by the Owner and Engineer. 12.The Contractor shall be responsible for all signage and construction fencing necessary to providing safe vehicular and pedestrian 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 the Contractor. 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 project limits. 20.Electrical lines and lighting lines are shown for illustrative/coordination purposes only. Refer to Electrical plans and specifications 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 cubic yard, 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. 27.Open cut excavation across Tilley Drive is not allowed. Contractor shall either horizontally directionally drill or Jack and Bore sleeves/conduits. SEE LEGEND ON SHEET C-1.2 01/27/2023 01/27/2023 100% Construction Documents 03/06/2024 Zoning Permit Revisions 363 365 365 370 New Building OSC Drop-off Lo a d i n g D o c k s T i l l e y D r i v e ONE WAY Pick-up Ne w S i d e w a l k retaining wall 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 2 A D A S p a c e s 388 389 395 397 398 39 4 Patio 38 3 3 8 2 37 9 37 8 378 bike rack area 38 4 38 0 3 8 1 3 7 7 Ne w C o n c r e t e S i d e w a l k Ne w S i d e w a l k Patio 375 382 39 2 39 3 394.1x x 3 9 3 . 9 394 39 4 39 0 38 7 New 5' concrete sidewalk W service entrance 396 393 396 397 398 39 3 391 390 386 38 5 Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r s e r v i c e ( 6 " ) New SMh A Rim 382.30 Inv. in 373.0 ±(ex.) Inv. in = 372.90 Inv. out 372.80 6" PVC sanitary service 3 9 4 3 9 3 38 3 New SMh A New 8" x 6" tapping sleeve and valve 363 x3 6 3 . 6 370 New SMh B 381 Inv. out 375.0 retaining wall 12 " P V C s t o r m 12 " P V C s t o r m 394 Kn e e - w a l l retaining wall New HD concrete pad E EL E C EL E C 8" P V C s a n i t a r y 38 9 39 3 39 0 x3 8 7 . 8 38 5 38 7 3 8 1 38 0 37 8 376 x3 8 7 . 8 375 380 Gas meter Stopbar 36 8 370 s=0.02 s=0.02 Patio 381 39 0 39 5 394 376 38 0 383 384 387 385 393 SNOW STORAGE BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH 393 387 BE N C H BE N C H staff entrance New 8" DI water service (Private) 380 New Multi-Use concrete See Structural New grav e l s h o u l d e r New HD concrete pad CL1 CL1 CL1 CL1 CL2 CL2 CL2 SL2 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL 3 SL3 SR1SR1SR1SR1SR1 SR1 SR1 SR2 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1SS1 SW1 SW1 SW1 SW1 SW1 SW2 SW2 SW2 SL3 (2) 4 inch conduits Te l e - d a t a 4" P V C ( s t u b ) Ox y g e n s e r v i c e New 6" DI water service FD FD 391 393 392 38 0 377 378 379 3 8 0 x 393. 7 0 x 391.17 x 377. 0 x 376.7 x 3 7 7 . 0 x 376.7 x3 8 0 . 9 0 x 39 1 . 8 0 x 392 . 9 0 393.50 x 393.40 x 393.75 x x 392 . 8 0 x 393 . 8 0 x 3 9 3 . 7 0 392.6 0 x x 393 . 1 0 x 393 . 7 x 394.6 x398.3 0 x398. 2 0 x398. 3 0 x 393 . 2 5 x 393 . 8 0 x 3 9 4 . 3 0 x 3 9 4 . 4 0 x 3 9 3 . 9 0 x 3 9 5 . 0 0 x 3 9 4 . 9 0 x 394 . 4 0 x 3 9 4 . 5 5 x 3 9 5 . 1 5 x 395 . 0 5 x 392. 3 5 393.2 5 x 3 9 3 . 3 5 x x 396.35 x 396 . 4 0 x 3 9 6 . 4 5 x 3 9 3 . 1 5 x 393 . 3 0 392.80 x x 3 9 3 . 6 398.2 x x 398.3 38 1 . 9 0 x 39 0 . 7 0 x 39 0 . 6 x x 380.10 x 390.1 0 380 . 5 x x 3 9 1 . 8 5 x 3 9 1 . 9 0 x 392 . 9 0 x 393 . 0 0 x 392 . 7 0 x 394 . 9 9 x 394 . 7 0 x 394 . 8 5 x 3 9 4 . 7 5 x 394 . 5 0 x 394 . 9 9 x 394 . 8 0 x 394 . 8 0 x 394 . 8 5 x 394 . 7 0 x 393.55 x 394 . 9 0 x 394 . 7 5 x 394 . 8 5 x 394 . 6 0 x 394.45 x 394 . 6 5 x 394 . 1 0 3 9 4 . 1 x 394. 1 x x 394 . 1 0 x 3 9 2 . 4 5 x 391.52 391.4 5 x 393.80 x x 3 8 0 . 9 9 x380.95 x398. 3 0 x398. 4 0 x 3 8 0 . 2 5 x3 8 0 . 2 5 x379.0 x 379.0 x 3 8 0 . 4 5 x 3 7 7 . 0 x37 9 . 6 0 x 380.20 x 380.0 394.9 5 x x 394 . 8 5 394.75 x 393.9 2 x x 393. 5 394.3 x 393.6 x 39 3 . 7 x 3 9 4 . 9 9 x x 393.6 x 393.75 x 380 . 9 x 380.9 39 4 . 9 0 x 394.0 3 x x380.98 x380.90 x 3 9 1 . 2 x 3 9 4 . 1 x 3 9 4 . 4 x 394.10 x 380.5 x 394 . 1 0 x 394 . 7 0 380.5 x 380.4 x 3 9 4 . 8 0 x x 3 9 4 . 9 5 x 394 . 8 5 x 394 . 8 0 x 3 8 2 . 6 5 x 3 8 2 . 5 5 x 3 8 1 . 1 0 x 38 0 . 3 0 x 3 7 9 . 8 0 x379.60 383 . 2 5 x x 3 8 3 . 3 5 393.15 x x 388.0 x 388.0 x 3 8 3 . 3 5 x 3 8 3 . 4 5 38 4 . 3 6 x x 392 . 0 2 x 3 9 2 . 0 5 x 3 9 1 . 9 0 x 3 9 1 . 5 0 x 3 9 1 . 6 0 x 3 9 2 . 0 0 x 380. 3 0 380. 8 0 x x 380. 0 5 380.55x x 380. 6 0 38 1 . 7 0 x 387.88 x x 3 8 6 . 9 3 x 3 9 2 . 6 x 377. 0 x 377.5 x379.83 x 393 . 5 0 x 393 . 4 0 393 . 4 0 x x 395 . 7 x 395 . 8 x 396 . 4 5 x 393. 2 5 381.20x 382.65x 382.75x x 3 9 2 . 4 0 x 39 2 . 4 5 380 . 5 x 378. 5 0 x x 378.60 x 3 8 0 . 9 8 x380.90 38 1 . 9 0 x x380.98 x3 8 0 . 9 0 ON E W A Y hyd. #667 hy d . # 6 6 6 New CB 5 Rim 385.50 Inv. out 381.50 New CB 4 Rim 389.70 Inv. in 385.00 (UD) Inv. in 384.00 (12" NW) Inv. in 381.00 (12"S) Inv. out 380.90 (12" E) 12" PV C s t o r m New ES 1 Inv. 385.5 1 2 " P V C s t o r m 12" P V C s t o r m New ES 2 Inv. 385.0 New CB 19 Rim 392.50 Inv. out 387.5 1 2 " P V C s t o r m 12" PVC sto r m New CB 20 Rim 393.00 Inv. in 388.10 Inv. out 388.00 New CB18 Rim 391.50 Inv. in 388.0 (6") Inv. out 387.00 12 " P V C s t o r m New CB 16 Rim 385.60 Inv. in 380.60 Inv. out 380.50 New CB 13 Rim 380.60 Inv. in 374.25 (FD) Inv. in 375.6 (12"W, NW) Inv. out 373.75 New CB 12 Rim 380.10 Inv. in 374.30 (FD&RD) Inv. out 374.0 New CB 11 Rim 378.80 Inv. in 373.60 (FD) Inv. in 376.60 (2 Trench Drains) Inv. out 373.50 New CB 10 (5' diam) Rim 380.10 Inv. in 376.5 (UD) Inv. in 374.00 (FD) Inv. in 373.10 (2-12",15) Inv. out 373.00 New CB 8 Rim 376.70 Inv. in 371.5 (FD) Inv. out 370.70 New CB 7 Rim 376.70 Inv. in 370.20 Inv. out 370.10 12" P V C s t o r m Fo o t i n g d r a i n New CB 33 Rim 396.40 Inv. in 389.10 Inv. out 389.00 New CB 22 Rim 384.20 Inv. in 377.10 Inv. out 377.00 12" PV C s t o r m 12 " 1 2 " P V C s t o r m 12" PVC storm 15 " P V C s t o r m 15 " P V C s t o r m 15 " P V C s t o r m New CB 21 Rim 393.80 Inv. out 388.80 12" PVC storm New CB9 Rim 378.60 Inv. in 372.00 Inv. out 371.90 New Trench Drain Rim 378.9 New Trench Drain Rim 378.9 8" P V C S D R 3 5 12 " P V C S D R 3 5 New ES Inv. 363.1 12 " P V C s t o r m 12 " P V C s t o r m 15 " P V C s t o r m 12" P V C stor m New CB 2 Rim 391.2 Inv. in 388.00 (YD) Inv. in 380.1 Inv. out 380.0 New YD 1 Rim 393.30 Inv. in 388.50 (12") Inv. in 389.0 (6") Inv. out 388.40 New YD 2 Rim 393.4 Inv. out 389.40 New CO Inv. 388.00 New CO Inv. 387.40 New CO Inv. 389.70 New CO Inv. 377.00 New CO Inv. 382.90 New STMh 2 Rim 385.3 Inv. in 379.20 Inv. out 379.10 New STMh 1 Rim 374.8 Inv. in 366.1 Inv. out 366.0 12 " P V C s t o r m 12 " P V C s t o r m 12" PVC storm 15 " P V C s t o r m 12" P V C s t o r m 12" PVC storm New CB 15 2'x2' Rim 389.50 Inv. out 383.00 New CB1 Rim 369.5 Inv. in 363.50 Inv. out 363.40 Ro o f d r a i n 8" P V C S D R 3 5 New ES Inv. out 368.0 Inv. out 374.0.0 12" P V C s t o r m 12" P V C s t o r m New CB 6 Rim 389.60 Inv. in 385.0 (ud) Inv. out 384.40 s= 0 . 0 1 s- 0 . 0 0 5 s-0 . 0 0 5 EM E R . GE N . FF 381.0 Lower Level FF 395.0 Upper Level 4 spaces ADA 4 d r o p o f f / p i c k u p S p a c e s (1 5 m i n u t e s ) Electric charging station (ADA) New concrete sidewalk 6 service and vendor parking 2 p a r k i n g sp a c e s f o r E V C (L e v e l 2 ) New CO Inv. 387.20 New GAS service (Design and Installed by VGS) New Fiber conduits (See Design by Kirick) New Fiber conduits (See Design by Kirick) UG P ( n o r m a l ) UG P ( e m e r g e n c y ) New Oxygen service (See Design by MEP) New emer. UGP service (See Design by MEP) New precast segmented retaining wall Remove existing concrete curbing as needed. Restore paved path, See Pavement Restoration Detail Restore paved path to east side of sewer crossing, See Pavement Restoration Detail 2.0' stone shoulder at limits of pavement Fill material can be on site material, all other fill material under influence of parking/sidewalk/slabs shall be select fill material. Complete pre-construction excavation to confirm existing sewer pipe size, invert, and location, prior to ordering structure. 15 " P V C New guardrail New concrete curb SL3 SL3 New gravel shoulder Coordinate water meter size and location with local water department. Install gate valve onto 45° bend using Foster adaptor. x 39 0 . 3 1 x 3 8 6 . 8 7 Install 6 x 6 tee with gate valves secured using Foster adaptors. x 37 8 . 9 0 39 2 3 9 4 39 0 387.78 x 3 8 4 x 3 8 3 . 5 5 3 9 4 x398. 3 5 393.20 x Maintain 5' (min.) separation between water and gas STOP x 394 . 1 0 x 393.62394.10 x x 394 . 5 5 394.80 xx 394 . 6 0 x 394 . 7 0 x 394 . 2 5 STOP STOP x 378.9 374 Transition to 6" waterline with 8"x6" concentric reducer. Connect directly to valve and bend N e w 6 " D I x379.75 New Signs "DO NOT ENTER" New 5' concrete walk New structural concrete pad at all exterior doorways. See Structural Engineer for details. New concrete retaining wall See Structural and Landscape Plans New guardrail New concrete ADA ramp and stairs. See Structural & Landscape Plans for additional details. New bollards (4) x 3 9 3 . 5 0 393 . 1 0 x 393.40 x x 393. 5 0 x 3 8 6 . 7 5 HH (4) 4 inch conduits New Fiber conduits (See Design by Kirick)New 4'x6' bottomless handhole. Sweep conduit up into handhole HH HH New bollards (typ of 10) New bollards, typ. at end of each wall (3) TRANS 387 . 9 6 x 3 9 0 . 4 5 x x 3 9 1 . 4 0 3 8 8 38 8 38 7 380 . 5 0 x 3 8 8 39 3 38 0 . 6 8 x x 380 . 2 0 x 3 8 8 . 0 T W 392 New CB 17 5' Diam Rim 392.40 Inv. in 386.50 Inv. out 386.40 x 391 . 7 x 3 8 5 . 7 394.75 x 394.1 x 394.1 x 394. 1 x 393 . 9 5 x 394. 1 x 394. 0 x x 393.90 393.8 2 x x 393.75 x 394.00 393 . 7 5 x 39 3 . 7 5 x 394.20 x 387.3x x 381.4 x 381 . 1 5 383.95 x 383.7 x 3 8 4 39 1 387.15 x 389 . 2 5 x x 39 3 . 3 12 " P V C st o r m x 390 . 8 New concrete retaining wall See Structural and Landscape Plans Collect building footing drain. CO Inv. 370.00 Collect roof drain at inv. 375.7 CO Inv. 372.50 (See Drop Outlet Detail) Collect 8" roof drain. Inv. 373.7 at bld. Inv. 372.50 at drop. See Drop Detail Collect building footing drain. CO Inv. 374.00 376 38 0 Cut-in new 8"x8" tee with (2) gate valves. Anchor valves to the tee with Foster adaptors. x 3 8 8 . 0 T W x 39 0 . 5 T W 6" storm ? GM FDC 6"x4" wye. Inv. out 374.5 Ch i l l e d W a t e r x 39 1 . 8 0 391 4" P V C S D R 3 5 st o r m d r a i n New ES Inv. 365.0 Collect 4"storm pipe. Inv. 377.8 (at bld) Inv. 372.50 at drop x37 9 . 5 x379.8 SL3 SW1 SW1 SL3 SW1 SR2 SR2 SR2 SR2 SR2 New CB 14 Rim 386.0 Inv. in 381.0 Inv. out 378.50 Utilities crossing Tilley Drive shall not be open cut excavations. 6" PVC Collect gutter downspout. Drop to Inv 390.0. See Detail 6" PVC Collect gutter downspout. Drop to Inv 390.0. See Detail 6" P V C Collect gutter downspout. Drop to Inv 377.0. See Detail Reduce oxygen piping cover to 4.5' over existing water, maintain 8" separation. x 3 8 5 . 7 x 3 8 8 . 0 x 3 8 8 . 2 12 " P V C S D R 3 5 Existing bench to be protected during construction Ex. bench to be protected during construction Vermont State PlaneGrid North (NAD83) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.2 SITE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 See Sheet C-1.3 Se e S h e e t C - 1 . 4 150 153 314.7 x E B SEE NOTES ON SHEET C-1.1 and C-2.1 SEE WATER/SEWER PROFILES ON SHEET C-1.8 SL2 New Vermont Gas Service Notes - Refer to Vermont Gas Systems details and specifications for excavation, installation, and backfill of new buried natural gas service line. - Prior to beginning excavation contact Dan Baldwin (DBaldwin@vermontgas.com) - Typical bury depth for new buried natural gas service line is 2 ft. - Natural gas service line shall maintain 1 ft vertical separation at all crossings with other utilities. - Vermont Gas System will provide labor, equipment, and materials for excavation, pipe installation, testing, and trench backfill for the construction of the new natural gas lines. The work will be coordinated with VGS, the owner and construction team. If VGS is not available at the appropriate timing of the natural gas line installation they will reimburse the Site Contractor $5.00/lf for the excavation, compaction, and backfill. Regardless of timing, VGS will provide the labor and materials for the equipment, pipe installation and testing. 01/27/2023 01/27/2023 100% Construction Documents 03/06/2024 Zoning Permit Revisions 363 360 360 365 365 365 365 365 370 375 375 380 380 Lo a d i n g D o c k s retaining wall 382 3 8 3 38 3 3 8 2 37 9 37 8 x368.1 top berm x368.1 top berm x3 6 8 . 1 t o p b e r m x380.1 top berm 378 38 4 38 5 38 6 38 7 3 8 8 38 9 39 0 39 1 383 38 0 3 8 1 37 7 Patio 375 382 394.1x 400 401 39 6 New 5' concrete sidewalk 397 398 399 CH I L L E R service entrance 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r s e r v i c e ( 6 " ) Rim 382.30 Inv. in 373.0(ex.) Inv. in = 373.10 Inv. out 373.00 6" PVC sanitary service CH I L L E R 38 3 39 2 39 3 3 9 5 39 4 New SMh A 3 9 3 ForebayWetland Cell 1-1Wetland Cell 1-2 363 367 363 364365 366 367 368 368 366 365 362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 x3 7 5 . 1 x3 7 5 . 1 x374 . 9 x3 7 6 . 1 x372.9 x3 6 3 . 1 x3 6 3 . 6 x363.3 x3 6 3 . 6 x 36 7 . 1 380 375 370 378 New SMh B Rim 367.9 Inv. in 359.9 ± Inv. out 359.8± (existing) *Confirm invert out with preconstruction excavation. 8" outlet pipe must have minimum 0.4 ft/ft slope 39 9 3 9 5 39 8 39 7 3 9 6 375 390 385 381 Inv. out 375.0 retaining wall retaining wall New HD concrete pad 8" P V C s a n i t a r y 39 0 x3 8 7 . 8 38 5 38 7 3 8 1 38 0 37 8 376 x3 8 7 . 8 375 380 GM Gas meter 39 0 36 8 370 s=0.02 s=0.02 381 376 38 0 383 384 TRANS. B B BE N C H BE N C H staff entrance 380 New HD concrete pad SL1 SL1 SL1 SL2 SL3 SL3 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SW1 SW1 SW1 SW1 SW2 SW2 SW2 SL5 SL5 SL5 SL5SL5 (2 ) 4 i n c h c o n d u i t s (3) 4 inch conduits Te l e - d a t a 4" P V C ( s t u b ) Ox y g e n s e r v i c e New 6" DI water service FD FD On-Site soil may be reused for gravel wetland berm if material is protected from weather/precipitation and not allowed to become plastic. 15" SDR3 5 s t o r m 38 0 377 378 37 9 38 0 x 377. 0 x 376.7 x 3 7 7 . 0 x 376.7 x380.92 38 1 . 9 0 x 39 0 . 7 0 x 39 0 . 6 x x379.6 x 390.1 0 380 . 1 x 39 6 . 5 x x378.75 x 3 8 0 . 9 8 x380.95 x 390.6 0 x 390.4 0 x 391.4 x380.1 x380.1 x380.1 x 3 8 0 . 2 5 x 3 8 0 . 2 5 x38 0 . 2 5 x3 8 0 . 2 5 x379.0 x 379.0 x 380.45 x 3 7 7 . 0 x37 9 . 5 2 x 380.20 x 380.0 x 380 . 9 x 380.9 x380.98 x380.90 x 380.1 380.8 x 380.7 x 394.3 x x 3 8 2 . 6 5 x 3 8 2 . 5 5 x 3 8 1 . 1 0 x 38 0 . 3 0 x 3 7 9 . 8 0 x379.52 383 . 2 5 x x 3 8 3 . 3 5 x 386.5 386.5 x x 387. 0 x 387. 0 x 387. 0 x 387. 0 x 3 8 3 . 3 5 x 3 8 3 . 4 5 x 38 4 . 3 0 38 4 . 4 0 x x 3 8 7 . 8 5 x 3 9 0 . 2 0 x 392 . 0 2 x 3 9 2 . 0 5 x 3 9 1 . 9 0 x 3 9 1 . 5 0 x 3 9 1 . 6 0 x 3 9 2 . 0 0 x 380. 3 0 380.80x x 380. 0 5 380.55x x 380. 6 0 38 1 . 7 0 x x 386. 5 x 386. 5 x 377.0 x 377.5 x379.83 381.20x 382.65x 382.75x 380 . 3 0 x 380.3 0 x 380. 2 0 x 380.3 0 x 380 . 5 x 378. 5 0 x x 378.60 x 3 8 0 . 9 8 x380.90 x3 7 8 . 0 38 1 . 9 0 x x380.98 x3 8 0 . 9 0 375 x374.4 x374.4 374.4 x 360 x3 7 6 . 5 x3 7 6 . 5 x3 6 3 . 5 hy d . # 7 3 1 386 387 x368.1 top berm 1 2 " P V C s t o r m New CB 13 Rim 380.60 Inv. in 374.70 (FD) Inv. in 374.70 Inv. out 374.60 New CB 12 Rim 379.60 Inv. in 374.60 (FD) Inv. out 374.50 New CB 11 Rim 378.90 Inv. in 373.60 (FD) Inv. in 376.60 (2 Trench Drains) Inv. out 373.50 New CB 10 Rim 380.10 Inv. in 376.00 (FD) Inv. in 373.10 Inv. out 373.00 New CB 8 Rim 376.70 Inv. out 370.70 New CB 7 Rim 376.70 Inv. in 370.20 Inv. out 370.10 Fo o t i n g d r a i n New CB 26 Rim 390.10 Inv. in 385.60 Inv. out 385.50 New CB24 Rim 393.80 Inv. out 388.80 New CB 25 Rim 392.05 Inv. in 387.30 (ud) Inv. in 385.10 Inv. out 385.00 New Outlet DMh #1 Rim 367.0 Inv. in 360.33 (4") Inv. out 362.50 (24") New Outlet DMH #2 Rim 379.50 Inv. in 372.33 (6") Inv. in 375.0 (15") Inv. out 374.4 (18") New ES Inv. 376.0 New stone berm New stone berm New ES Inv. 363.1 New ES Inv. 363.1 2-New 18" vertical inlet pipes 2 - 24" vertical inlet pipes New CB 46 Rim 365.7 Inv. in 359.60 Inv. out 359.50 New berm with stone overflow New 6" cross pipe 2-New 18" vertical inlet pipes New CB 28 Rim 393.9 Inv. in 387.10 Inv. out 387.00 New CB 42 Rim 398.10 Inv. in 393.50 (ud) Inv. in 393.10 Inv. out 393.00 New CB 41 Rim 396.30 Inv. in 391.70 (ud) Inv. out 9390.40 New CB 22 Rim 384.20 Inv. in 377.10 Inv. out 377.00 New riprap emergency spillway New CB 23 Rim 390.90 Inv. in 382.10 Inv. out 382.00 12 " 12 " P V C s t o r m 12" PVC storm 15 " P V C s t o r m 15 " P V C s t o r m 12 " P V C s t o r m 12" PVC storm 15" P V C s t o r m 12" PVC storm 15 " P V C s t o r m 1 5 " P V C s t o r m 15" PVC storm 15" P V C s t o r m 12" PVC storm 12" PVC storm 12 " P V C s t o r m 12 " P V C s t o r m New riprap emergency spillway 24" PVC storm 18" PVC storm New CB9 Rim 378.60 Inv. in 372.00 Inv. out 371.90 New Trench Drain Rim 378.8 New Trench Drain Rim 378.8 8" P V C S D R 3 5 12 " P V C S D R 3 5 Ro o f d r a i n 8" P V C New ES Inv. 363.1 12 " P V C s t o r m 15 " P V C s t o r m New CB 39 Rim 391.00 Inv. in 384.10 Inv. out 384.00 New CB 32 Rim 373.50 Inv. in 357.10 Inv. out 357.00 Inv. out 356.0 30 " P V C s t o r m 24" PVC storm New CO Inv. 377.00 Inv. 396.5 New CO's Inv. 395.40 New CO's Inv. 392.70 New STMh 2 Rim 385.3 Inv. in 379.20 Inv. out 379.10 New STMh 1 Rim 373.0 Inv. in 366.1 Inv. out 366.0 12 " P V C s t o r m 12" PVC storm 15 " P V C s t o r m 12" P V C s t o r m 12" PVC storm New CB 15 Rim 391.00 Inv. out 379.00 New CB1 Rim 369.5 Inv. in 363.50 Inv. out 363.40 2 - 24" vertical inlet pipes New CB 38 Rim 386.60 Inv. in 380.60 Inv. out 380.50 15" PVC Ro o f d r a i n 8" P V C S D R 3 5 Ro o f d r a i n New ES Inv. 363.1 Inv. out 368.0 Inv. out 374.0.0 12 " P V C s t o r m s= 0 . 0 1 s=0.014 Gravel Wetland #2 EM E R . GE N . FF 381.0 Lower Level Oxygen storage area New concrete (See Structural) Gravel Wetland #1 6 service and vendor parking Elec. Vault (Design and Installed by New Fiber conduits (See Design by Kirick) UG P ( n o r m a l ) UG P ( e m e r g e n c y ) 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' stone shoulder at limits of pavement Complete pre-construction excavation to confirm existing invert, prior to ordering structure. 15 " P V C x380.1 Coordinate water meter size and location with local water department. x 390. 2 0 Install 6 x 6 tee with gate valves secured using Foster adaptors. 38 6 . 5 x x 37 8 . 9 0 38 4 x 3 8 3 . 5 5 Maintain 5' (min.) separation between water and gas New STMh 5 Rim 368.00 Inv. in 361.50 Inv. out 361.40 360 New CB 45 Rim 360.0 Inv. out 355.50 Core & boot new penetration Inv. 353.5 x 379.1 37 9 37 737 4 37 2 378 379 362 36 3 36 4 3 6 6 3 6 7 3 6 8 3 6 9 3 7 1 3 7 0 3 7 5 3 7 2 3 7 3 3 7 4 3 7 6 3 7 7 3 7 8 379 376 376 361 12 " A D S N 1 2 s t o r m x379.75 x379.95 x379.75 New UGP service (See Design by MEP) New 8' high chain link fence with gate New guardrail New bollards see Civil Details. New concrete ADA ramp and stairs. See Structural for design. See Architectural drawing for handrails. New concrete Pad (See Structural) New Screening wall (design by Landscape Arch.) New bollards (4) New 10' wide pervious asphalt recreation path New vegetated stable access path New vegetated stable access pathInstall Ripley Dams Install Ripley Dams See Gravel Wetland Earth Embankment Construction Notes, sheet C-4.6 See Gravel Wetland Earth Embankment Construction Notes, sheet C-4.6 New 8' high chain link fence with gates x396 . 2 395 New Stone Edging (see detail)New Stone Edging (see detail) New 3' gravel path x 3 8 6 . 8 4 386.95 x x 3 9 0 . 1 8 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.3 SITE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 PROGRESS NOT FOR CONSTRUCTION See Sheet C-1.2 See Sheet C-1.4 SEE NOTES ON SHEET C-1.1 and C-2.1 SEE LEGEND ON SHEET C-1.2 FF 381.0 New Vermont Gas Service Notes - Refer to Vermont Gas Systems details and specifications for excavation, installation, and backfill of new buried natural gas service line. - Prior to beginning excavation contact Dan Baldwin (DBaldwin@vermontgas.com) - Typical bury depth for new buried natural gas service line is 2 ft. - Natural gas service line shall maintain 1 ft vertical separation at all crossings with other utilities. - Vermont Gas System will provide labor, equipment, and materials for excavation, pipe installation, testing, and trench backfill for the construction of the new natural gas lines. The work will be coordinated with VGS, the owner and construction team. If VGS is not available at the appropriate timing of the natural gas line installation they will reimburse the Site Contractor $5.00/lf for the excavation, compaction, and backfill. Regardless of timing, VGS will provide the labor and materials for the equipment, pipe installation and testing. 02/28/2022 SD Pricing Package 07/22/2022 Design Development 10/17/2022 PERMIT PLANS 06/17/2022 Contractor shall install pervious asphalt at end of project, to ensure no damage during construction. 375 375 380 380 Ne w S i d e w a l k 382 3 8 3 384 385 387 388 389 390 391 392 395 397 398 39 4 38 3 38 2 37 9 x380.1 top berm 3 8 4 38 5 38 6 38 7 38 8 38 9 39 0 39 1 383 3 8 0 3 8 1 Ne w C o n c r e t e S i d e w a l k 382 39 3 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 39 9 400 401 402 403 404 405 CH I L L E R 1 Relocated windmill396 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 390 386 CH I L L E R 2 3 9 3 3 8 3 39 2 3 9 3 3 9 5 39 4 39 3 40 0 Forebay Wetland Cell 2-1 Wetland Cell 2-2 x3 7 5 . 1 x3 7 5 . 1 x374. 9 x3 7 6 . 1 x372.9 380 375 378 39 9 40 1 4 0 2 39 9 39 5 39 8 39 7 39 6 375 400 405 396 400 402 40 7 390 385 381 12 " P V C s t o r m 12 " P V C s t o r m EE ELECELECELECELEC E ELECELEC 40 3 4 0 4 39 0 Stopbar s=0.02 39 0 39 5 384 387 SNOW STORAGE BENCH ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE SNOW STORAGE 41 6 4 1 0 41 4 41 5 380 La n d s c a p e B e r m (Relocate) New grav e l s h o u l d e r CL1 CL1 CL1 CL1 CL2 CL2 CL2 SL1SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1SS1 SL3 SL3 SL3 SL3SL3 FD 15" SDR3 5 s t o r m E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 x 391.17x 39 1 . 8 0 x 393 . 1 0 x 393 . 7 x398.3 0 x398. 2 0 x398. 3 0 x 393 . 2 5 x 393 . 8 0 x 3 9 4 . 3 0 x 3 9 4 . 4 0 x 3 9 3 . 9 0 x 3 9 5 . 0 0 x 3 9 4 . 9 0 x 394 . 4 0 x 3 9 4 . 5 5 x 3 9 5 . 1 5 x 395 . 0 5 x 392. 3 5 393.2 5 x 3 9 3 . 3 5 x x 396.35 x 396 . 4 0 x 3 9 6 . 4 5 x 3 9 3 . 1 5 x 393 . 3 0 x 3 9 3 . 6 398.2 x x 398.3 38 1 . 9 0 x 39 0 . 7 0 x 39 0 . 6 x x 390.1 0 x 3 9 1 . 8 5 x 3 9 1 . 9 0 3 9 4 . 1 x x 3 9 2 . 4 5 x 391.52 391.4 5 x 393.80 x x 405 . 7 39 6 . 5 x 398.7 x x378.75 x 390.6 0 x 390.4 0 x398 . 3 0 x398. 4 0 404.5 x x 391.4 39 6 . 5 x 396.8 x 397.7 x 406.0 x x 4 0 5 . 5 x 405 . 4 404. 3 x x380.1 x380.1 x380.1 x 3 8 0 . 2 5 x 3 8 0 . 2 5 x38 0 . 2 5 x3 8 0 . 2 5 x 380.20 x 380.0 x 3 9 1 . 2 x 3 9 4 . 1 x 3 9 4 . 4 x 394. 1 0 x 394. 7 0 394.3 x x 405 . 4 x 405 . 2 39 4 . 8 0 x x 3 9 4 . 9 5 x 394 . 8 5 x 3 8 2 . 6 5 x 3 8 2 . 5 5 x 3 8 1 . 1 0 383 . 2 5 x x 3 8 3 . 3 5 393.15 x x 386.5 386.5 x x 388.0 x 388.0 x 3 8 3 . 3 5 x 3 8 3 . 4 5 38 4 . 3 6 x x 392. 0 2 x 3 9 2 . 0 5 x 3 9 1 . 9 0 x 3 9 1 . 5 0 x 3 9 1 . 6 0 x 3 9 2 . 0 0 x 380. 3 0 380. 8 0 x x 380. 0 5 x 380. 6 0 38 1 . 7 0 x 387.88 x x 3 8 6 . 9 3 x 386. 5 x 386. 5 x379.83 x 393 . 4 0 x 395 . 7 x 395 . 8 x 396. 4 5 x 393 . 2 5 381.20x 382.65x 382.75x x 3 9 2 . 4 0 x 392 . 4 5 x 378.60 38 1 . 9 0 x 375 x374. 4 x374. 4 374.4x x3 7 6 . 5 x3 7 6 . 5 386 387 x368.1 top berm Rim 392.50 Inv. out 387.5 1 2 " P V C s t o r m 12" PVC st o r m New CB 20 Rim 393.00 Inv. in 388.10 Inv. out 388.00 New CB18 Rim 391.50 Inv. in 388.0 (6") Inv. out 387.00 12 " P V C s t o r m New CB 16 Rim 385.60 Inv. in 380.60 Inv. out 380.50 New CB 13 Rim 380.60 Inv. in 374.25 (FD) Inv. in 375.6 (12"W, NW) Inv. out 373.75 New CB 10 (5' diam) Rim 380.10 Inv. in 376.5 (UD) Inv. in 374.00 (FD) Inv. in 373.10 (2-12",15) Inv. out 373.00 New CB 33 Rim 394.55 Inv. in 389.60 Inv. out 389.50 New CB 35 Rim 396.80 Inv. in 392.50 (ud) Inv. in 391.80 Inv. out 391.70 New CB 33 Rim 396.40 Inv. in 389.10 Inv. out 389.00 New CB 27 Rim 394.00 Inv. out 389.00 New CB 26 Rim 390.10 Inv. in 385.60 Inv. out 385.50 New CB24 Rim 393.80 Inv. out 388.80 New CB 25 5' diam Rim 392.05 Inv. in 387.30 (ud) Inv. in 385.10 Inv. out 385.00 New Outlet DMH #2 Rim 379.50 Inv. in 372.33 (6") Inv. in 375.0 (15") Inv. out 374.4 (18") New ES Inv. 376.0 New stone berm New ES Inv. 363.1 2-New 18" vertical inlet pipes New CB 46 Rim 365.7 New berm with stone overflow New 6" cross pipe 2-New 18" vertical inlet pipes New CB 28 Rim 393.9 Inv. in 387.10 Inv. out 387.00 New CB 29 Rim 397.20 Inv. in 387.60 Inv. in 392.0 (n) Inv. out 387.50 New CB 31 Rim 398.20 Inv. in 393.90 (UD) Inv. in 388.60 Inv. out 388.50 New CB 42 Rim 398.10 Inv. in 393.50 (ud) Inv. in 393.10 Inv. out 393.00 New CB 43 Rim 401.10 Inv. in 396.10 (ud) Inv. in 396.10 Inv. out 396.00 New CB 44 Rim 401.10 Inv. out 396.40 New CB 41 Rim 396.30 Inv. in 392.0 (ud) Inv. out 391.35 New CB 40 Rim 396.10 Inv. in 391.80 (ud) Inv. in 391.20 Inv. out 391.10 New CB 22 Rim 384.20 Inv. in 377.10 Inv. out 377.00 New riprap emergency spillway 12" PVC s t o r m 12" PV C s t o r m 12 " P V C s t o r m 12 " P V C s t o r m New CB 23 Rim 390.90 Inv. in 386.0 Inv. in 382.10 Inv. out 382.00 15 " P V C s t o r m 15 " P V C s t o r m 15 " P V C s t o r m New CB 37 Rim 401.60 Inv. in 397.0 (ud) Inv. out 396.50 12 " P V C s t o r m New CB 36 Rim 402.00 Inv. in 396.10 Inv. out 396.00 12 " P V C s t o r m 12" PVC storm 15" P V C s t o r m 12" PVC storm 15 " P V C s t o r m 1 5 " P V C s t o r m 15" PVC storm 15" PV C s t o r m 12" PVC storm 12" PVC storm 12 " P V C s t o r m 12 " P V C s t o r m 18" PVC storm Install diversion swale New CB9 Rim 378.60 Inv. in 372.00 Inv. out 371.90 12" PVC storm 12 " P V C s t o r m 15 " P V C s t o r m New CB 39 Rim 391.00 Inv. in 386.10 Inv. out 386.00 New CB 32 Rim 373.50 Inv. in 357.10 24" PVC storm New CO Inv. 389.70 New CO Inv. 377.00 New CO Inv. 382.90 New CO's Inv. 401.7 New CO Inv. 400.25 New CO Inv. 399.7 New CO Inv. 396.5 New CO's Inv. 395.40 New CO's Inv. 392.70 New CO's Inv. 394.40 15 " P V C s t o r m 12" P V C s t o r m 12" PVC storm New CB 15 2'x2' Rim 389.50 Inv. out 383.00 New CB 30 Rim 400.05 Inv. out 395.0 12" PVC storm New CB 38 Rim 386.60 Inv. in 381.60 Inv. out 381.50 15" PVC s=0.014 Gravel Wetland #2 EM E R . GE N . Oxygen storage area New Concrete Pad. See Structural charging New concrete sidewalk 4 parking spaces wired for electric charging station (Level 2 - Future) 6 service and vendor parking 6 parking spaces for electric charging stations (Level 2) New CO Inv. 387.20 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 additional details and plans by MEP. See 8' high fence on Civil Details. 2.0' stone shoulder at limits of pavement Fill material can be on site material, all other fill material under influence of parking/sidewalk/slabs shall be select fill material. 41 1 x380.1 x 39 0 . 3 1 x 3 8 6 . 8 7 x 37 8 . 9 0 39 2 3 9 4 39 0 387.78 x 38 4 x 3 8 3 . 5 5 3 9 4 x398. 3 5 STOP 38 0 385 x387. 2 385.2 x x386.6 15 " A D S s t o r m 38 2 386 38 3 x 378.9 37 9 37 737 4 37 2 374 3 6 7 3 6 8 3 6 9 3 7 1 3 7 0 3 7 5 3 7 2 3 7 3 3 7 4 3 7 6 3 7 7 3 7 8 386 385 388 385 379 376 376 382 38 4 x379.75 x379.95 x379.75 New UGP service (See Design by MEP) New 8' high chain link fence with gate New guardrail Flush concrete at snow storage area typical. New bollards see Civil Details. New concrete ADA ramp and stairs. See Structural & Landscape Plans for additional details. New concrete Pad. See Structural New end section with rip rap outfall Inv. 382.0 2 parking spaces wired for electric charging station (Level 1- Future) 2 parking spaces wired for electric charging station (Level 1) New end section Inv. 382.5 New 10' wide porous asphalt recreation path New clearing limits New 10' wide porous asphalt recreation path New end section with rip rap inlet protection Inv. 377.0 New 2' wide grass swale New sculpture New Lawn New granite benches New granite benches New vegetated stable access path New vegetated stable access path Install Ripleys Dams See Gravel Wetland Earth Embankment New 8' high chain link fence with gates x382. 7 x396 . 2 x3 8 3 . 5 384 386 388 390 395 382 x386.3 x386.7 385 12" SDR35 storm New end section Inv. 381.3 x388.8 x3 8 9 . 8 x389.4 New end section Inv. 381.1 x390.4 x390.7 New Stone Edging (see detail) New 3' gravel path x 3 8 6 . 7 5 HH New 4'x6' bottomless handhole. Sweep conduit up into handhole New bollards (typ of 10) New bollards, typ. at end of each wall (3) New Chiller Pad (Refer to Structural Plans) 387 . 9 6 x 3 9 0 . 4 5 x x 3 9 1 . 4 0 3 8 8 38 838 7 3 8 8 39 3 New CB 17 5' Diam Rim 392.40 Inv. in 386.50 Inv. out 386.40 387.3x x 381.4 x 381 . 1 5 383.95 x 383.7 x 383 x380.5 x380.5 3 8 4 3 9 1 387.1 5 x 38 9 . 2 5 x Contractor shall tone and locate existing water service prior to construction Insulate between water service and catch basin if space is closer than 5 feet. 376 38 0 x 3 8 8 . 0 T W x 39 0 . 5 T W x 3 9 1 . 8 0 391 x379.9 5 x37 9 . 5 x379.8 SL3 New CB 14 Rim 386.0 Inv. in 381.0 Inv. out 378.50 New Stone Edging (see detail) SRS R Reduce oxygen piping cover to 4.5' over existing water, maintain 8" separation. New storm line under existing transmission watermain. x 3 8 5 . 7 x 3 8 8 . 0 397 397401 x397.5 39 4 395 396 397 398 391 12 " P V C s t o r m 395 394 393 390 387 New grav e l s h o u l d e r SL3 SL3 SL3 x 393 . 7 x 393 . 8 0 x 3 9 4 . 3 0 x 3 9 4 . 4 0 x 3 9 3 . 9 0 x 3 9 5 . 0 0 x 3 9 4 . 9 0 x 394 . 4 0 x 395 . 0 5 3 9 6 . 5 x x 3 9 4 . 1 x 3 9 4 . 4 x 394 . 1 0 x 394 . 7 0 3 9 4 . 8 0 x x 3 9 4 . 9 5 x 394 . 8 5 12 " P V C s t o r m New CB 34 Rim 394.10 Inv. out 390.0 New CB 33 Rim 394.55 Inv. in 389.60 Inv. out 389.50 New CB 21 Rim 393.80 Inv. out 388.80 New CO Inv. 389.70 Fill material can be on site material, all other fill material under influence of parking/sidewalk/slabs shall be select fill material. Contractor shall tone and locate existing water service prior to construction Insulate between water service and catch basin if space is closer than 5 feet. 395 Vermont State PlaneGrid North (NAD83) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.4 SITE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 See Sheet C-1.3 Se e S h e e t C - 1 . 2 SEE GENERAL NOTES ON SHEET C-1.1 SEE LEGEND ON SHEET C-1.2 See Inset A-A Inset A-A Clearing limits 01/27/2023 01/27/2023 100% Construction Documents 03/06/2024 Zoning Permit Revisions 363 360 360 365 365 Lo a d i n g D o c k s retaining wall 382 3 8 3 384 38 3 38 2 37 9 37 8 x368.1 top berm 38 4 3 8 5 3 8 0 3 8 1 37 7 Patio 375 382 CH I L L E R service entrance 3 9 2 3 9 1 391 392 393 394 Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r s e r v i c e ( 6 " ) CH I L L E R 3 8 3 Forebay Wetland Cell 1-1 363 364 366 367 368 x3 6 3 . 1 x36 7 . 1 370 381 retaining wall New 12' high screening fence with gate retaining wall New HD concrete pad 3 9 0 s=0.02 s=0.02 s=0.03 381 376 38 0 383 384 TRANS. B BE N C H BE N C H staff entrance 380 New guardrail New HD concrete pad SL2 SL3 SL3 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SW1 SW1 SW2 SW2 SW2 SL5 SL5 SL5 SL5SL5 (2 ) 4 i n c h c o n d u i t s Te l e - d a t a Ox y g e n s e r v i c e FD New concrete ADA ramp and stairs. See Structural for design. See Architectural drawing for handrails. FD New Screening wall (design by Landscape Arch.) x 377 . 0 x 376. 7 x 3 7 7 . 0 x 376.7 x380.92 38 1 . 9 0 x 39 0 . 7 0 x 39 0 . 6 x x379.6 x 390. 1 0 380 . 1 x x 3 8 0 . 9 8 x380.95 x 390. 6 0 x 390.4 0 x 391.4 x 3 7 6 . 5 x380.1 x380.1x 3 7 7 . 5 x 3 7 6 . 5 x3 7 7 . 5 x3 7 6 . 5 x379.0 x 379.0 x 380.45 x 3 7 7 . 0 x37 9 . 5 2 x 380.20 x 380.0 x 38 0 . 9 x 380. 9 x 380.1 x 3 8 2 . 6 5 x 3 8 2 . 5 5 x 3 8 1 . 1 0 x 38 0 . 3 0 x 3 7 9 . 8 0 x379.52 x 3 8 3 . 2 0 x 3 8 3 . 3 0 x 386.5 x 387 . 0 x 387 . 0 x 387. 0 x 387 . 0 x 3 8 3 . 3 0 x 3 8 3 . 4 0 x 3 8 4 . 2 5 x 384.20 x 3 8 4 . 3 5 x 386.85 x 3 8 7 . 7 0 x 3 9 0 . 2 0 x 3 9 0 . 3 0 x 392 . 0 2 x 3 9 2 . 0 5 x 3 9 1 . 9 0 x 3 9 1 . 5 0 x 3 9 1 . 6 0 x 3 9 2 . 0 0 x 380 . 3 0 380.80x x 380. 0 5 380.55x x 380 . 6 0 38 1 . 7 0 x x 3 8 3 . 5 x 3 8 6 . 9 0 387.75 x x 386 . 9 0 x 386 . 5 x 377 . 0 x 377.5 x379.83 381.20x 382.65x 382.75x 38 0 . 3 0 x 380.3 0 x 380.2 0 x 380.3 0 x 380 . 5 x 380 . 5 x 378. 5 0 x x37 8 . 4 0 x 3 7 8 . 0 38 1 . 9 0 x x3 6 3 . 5 x368.1 top berm 1 2 " P V C s t o r m New CB I Rim 380.60 Inv. in 374.70 (FD) Inv. in 374.70 Inv. out 374.60 New CB J Rim 379.60 Inv. in 374.60 (FD) Inv. out 374.50 New CB K Rim 378.90 Inv. in 373.60 (FD) Inv. in 376.60 (2 Trench Drains) Inv. out 373.50 New CB L Rim 380.10 Inv. in 376.00 (FD) Inv. in 373.10 Inv. out 373.00 New CB M Rim 376.70 Inv. out 370.70 New CB N Rim 376.70 Inv. in 370.20 Inv. out 370.10 Fo o t i n g d r a i n New CB ? Rim 394.00 Inv. out 389.00 New CB ? Rim 390.10 Inv. in 385.60 Inv. out 385.50 New ES ? Inv. 376.0 New stone berm New ES Inv. 363.1 New ES ? Inv. 363.1 2 - 24" vertical inlet pipes New DMh Rim 367.0 Inv. in 359.60 Inv. out 359.50 New CB ? Rim 384.20 Inv. in 377.10 Inv. out 377.00 New CB ? Rim 390.90 Inv. in 382.10 Inv. out 382.00 12 " 12 " P V C s t o r m 12" PVC storm 15 " P V C s t o r m 15 " P V C s t o r m 12" PVC storm 15" P V C s t o r m 12" PVC storm 15 " P V C s t o r m 1 5 " P V C s t o r m New CB? Rim 378.60 Inv. in 372.00 Inv. out 371.90 New Trench Drain Rim 378.8 New Trench Drain Rim 378.8 8" P V C S D R 3 5 12 " P V C S D R 3 5 12 " P V C s t o r m 15 " P V C s t o r m 24" PVC storm New CO Inv. 377.00 15 " P V C s t o r m 12" P V C s t o r m 12" PVC storm New CB Rim 391.00 Inv. out 379.00 New CB? Rim 369.5 Inv. in 363.50 Inv. out 363.40 15" PVC Ro o f d r a i n EM E R . GE N . FF 381.0 Lower Level storage area New concrete (See Structural) future fuel cell area el Wetland #1 6 service and vendor parking Elec. Vault New UGP service (See Design by MEP) UG P ( n o r m a l ) UG P ( e m e r g e n c y ) 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 pavement 15 " P V C SNOW STORAGE New Building FF = 381.00 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-1.5 LOADING DOCK AREA SITE PLAN xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 150 153 314.7 x New concrete curb (typ.) SEE GENERAL NOTES ON SHEET C-1.1 New recessed concrete curb at snow storage (typ.) 6" 6" Gravel shoulder (see details) 06/17/2022 PERMIT SET FOR PERMIT REVIEW NOT FOR CONSTRUCTION TPB12 369.2 New 6,000 gallon emergency storage tank and associated piping. See details. Inv. out 354.0 x368.1 top berm x3 6 8 . 1 t o p b e r m 378 New 5' concrete sidewalk New 8" x 6" tapping sleeve and valve Core and boot new penetration Inv. 353.80 Wetland Cell 1-2 363 367 364 368 362 x3 6 3 . 6 x363.3 x3 6 3 . 6 New SMh B Rim 368.2 Inv. in (inv. out + 0.10) Inv. out 359.8± (existing) 8" P V C s a n i t a r y x3 8 7 . 8 38 7 3 8 1 37 8 376 GM Gas meter 36 8 SW1 Te l e - d a t a New 6" DI water service 377 378 379 380 New bollards (4) x380.98 x380.90 380.8 x 380.7 x x 3 8 0 . 9 8 x380.90 x380.98 x3 8 0 . 9 0 hy d . # 6 6 7 New Outlet DMh #1 Rim 367.0 Inv. in 360.33 (4") Inv. out 362.50 (24") 24" PVC storm Ro o f d r a i n 8" P V C New ES Inv. 363.1 New STMh 1 Rim 373.0 Inv. in 366.1 Inv. out 366.0 12 " P V C s t o r m 12" PVC storm 2 - 24" vertical inlet pipes 8" P V C S D R 3 5 Ro o f d r a i n New ES Inv. 363.1 Inv. out 368.0 Inv. out 374.0.0 12 " P V C s t o r m s= 0 . 0 1 FF 381.0 Lower Level Gravel Wetland #1 New GAS service (Design and Installed by VGS) New Fiber conduits (See Design by Kirick) UG P ( n o r m a l ) UG P ( e m e r g e n c y ) Restore paved path, See Pavement Restoration Detail Gas line to be bored under roadway x 365.5 x 364. 7 New 8'x14' Storage Tank New 8" DI with gate valve. Maintain 5' (min.) separation between water and gas Cut & cap existing sewer pipe upslope of gravel wetland Remove portion of existing sewer pipe after new sewer connection is complete Ti l l e y D r i v e PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-1.6 SITE PLAN xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 SEE NOTES ON SHEET C-1.1 and C-2.1 07/01/2022 PERMIT PLANS FOR PERMIT REVIEW 391 392 393 394 38 7 388 389 391 392 38 8 389 39 2 39 3 394 39 4 38 7 39 3 39 4 39 3 E EL E C EL E C 394 393 B BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH B B New 8" DI water service FDC CL1 CL1 CL2 CL2 SL2 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL4 SR1SR1SR1SR1SR1 SR1 SR1 SR1 SR1 SR1 SS1 SS1 SW1 HH HH 391 393 392 x 393.7 0 x 3 9 1 . 7 5 x 3 9 1 . 8 0 x 392 . 9 0 393.50 x 393.40 x 393.75 x x 392 . 8 0 x 393 . 8 0 x 3 9 3 . 7 0 392.6 0 x x 393 . 1 0 x 393 . 7 x 394.6 x 393 . 2 5 x 393 . 8 0 x 3 9 4 . 3 0 x 3 9 4 . 4 0 x 3 9 3 . 9 0 x 392. 3 5 393.2 5 x 3 9 3 . 3 5 x x 3 9 3 . 1 5 x 393 . 3 0 392.80 x x 3 9 3 . 6 x 3 9 1 . 8 5 x 3 9 1 . 9 0 x 392 . 9 0x 393 . 0 0 x 392 . 7 0 x 394 . 9 8 x 394 . 7 0 x 394 . 8 5 x 39 4 . 7 5 x 394 . 5 0 x 394 . 9 8 x 394 . 8 0 x 394 . 8 0 x 394 . 8 5 x 394 . 7 0 x 393.55 x 394 . 9 0 x 394 . 7 5 x 394 . 8 0 x 395 . 0 8 x 394.45 x 394 . 6 5 x 394 . 1 0 3 9 4 . 1 x 394. 1 x x 394 . 1 0 x 3 9 2 . 4 5 x 3 9 1 . 5 0 391.4 5 x 393.80 x 394.9 5 x x 394 . 9 5 394.85 x 393.8 x x 393. 7 394.1 x 393.1 x 39 3 . 2 x x 394 . 8 0 393.15 x x 3 9 2 . 6 x 393 . 5 0 x 393 . 4 0 393 . 4 0 x x 393 . 2 5 x 3 9 2 . 4 0 x 39 2 . 4 5 New CB 4 Rim 389.75 Inv. in 385.00 (UD) Inv. in 384.00 (12" NW) Inv. in 381.00 (12"S) Inv. out 380.90 (12" E) New ES 1 Inv. 385.5 12" P V C s t o r m New ES 2 Inv. 385.0 New CB 19 Rim 392.50 Inv. out 387.0 1 2 " P V C s t o r m 12" PVC sto r m New CB 20 Rim 393.00 Inv. in 387.10 Inv. out 387.00 New CB18 Rim 391.10 Inv. out 387.00 12 " P V C s t o r m 12" P V C s t o r m 15 " P V C s t o r m New CB 21 Rim 393.80 Inv. out 388.00 12 " P V C s t o r m 12" P V C s t o r m New CB 2 Rim 391.2 Inv. in 386.0 (YD) Inv. in 380.1 Inv. out 380.0 New YD 1 Rim 393.40 Inv. in 387.50 (FD) Inv. in 387.50 Inv. out 387.40 New CO Inv. 388.00 New CO Inv. 387.40 New CO Inv. 389.70 New CB 3 Rim 393.0 Inv. out 387.0 12" PVC storm 12" P V C s t o r m New CB 6 Rim 389.60 Inv. in 385.0 (ud) Inv. out 384.40 s- 0 . 0 0 5 FF 395.0 Upper Level 4 spaces ADA 4 d r o p o f f / p i c k u p Sp a c e s (1 5 m i n u t e s ) Electric charging station (ADA) New concrete sidewalk 2 p a r k i n g sp a c e s f o r E V C (L e v e l 2 ) New CO Inv. 386.90 New Fiber conduits (See Design by Kirick) New precast segmented retaining wall Fill material can be on site material, all other fill material under influence of parking/sidewalk/slabs shall be select fill material. New guardrail New concrete curb SL3 SL3 Install gate valve onto 45° bend using Foster adaptor. 3 9 4 393.20 x STOP x 394 . 1 0 x 393.62 394.10 x x 395 . 0 5 x 395 . 0 5 x 3 9 4 . 9 5 394.80 x x 394 . 6 0 x 394 . 7 0 x 394 . 2 5 STOP STOP Transition to 6" waterline with 8"x6" concentric reducer. Connect directly to valve and bend N e w 6 " D I New Signs "DO NOT ENTER" New 5' concrete walk New structural concrete pad at all exterior doorways. See Structural Engineer for details. x 3 9 3 . 5 0 393 . 1 0 x 393.40x x 393. 5 0 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.7 SITE PLAN OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 SEE NOTES ON SHEET C-1.1 and C-2.1 New 6" DI water service 02/28/2022 SD Pricing Package 07/22/2022 Design Development 09/16/2022 PERMIT PLANS 07/22/2022 New SMH A Rim 382.50 Inv. in 373.10 Inv. out 373.00 New 6" sewer Inv. 375.0 New SMH B Rim 368.20 Inv. in 358.9(out + 0.10) Inv. out 358.8± PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.8 UTILITY PROFILES 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 New finish grade New 6" water service New 6" PVC sa n i t a r y s e r v i c e New Building FF 322.50 Approx. footings 1" = 4' 1" = 20' vert: horz: New Sewer Service Profile Maintain 18" vertical separation New 12" storm 1.Existing utility locations shown on this plan are approximate and may not show all existing utilities. Contractor shall verify location and elevation of all existing utilities prior to beginning utility work. The Contractor shall notify Engineer 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-BUILT requirements 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 the location shown on the plans. The Contractor shall provide all fittings and appurtenances necessary to make the job complete. 3.Concrete thrust blocks will be installed in accordance with the details and specifications. Sanitary System Notes Utility Profile Notes See "Pre-construction Excavation" requirements FF 395.00 New concrete walk New 4" service tee. Inv. 374.50 New 8 " P V C s a n i t a r y s e r v i c e New gas service 1" = 4' 1" = 20' vert: horz: New Building Water Service Profile 1" = 4' 1" = 20' vert: horz: New Hydrant Water Service Profile New 12" storm New 12" storm New 8" roof drain New / existing 8" sanitary main New 8" roof drain New 6" footing drain New underground power New communication lines (2) New Building FF 381.0 Approx. footings New 8" DI water service New 8" x 6" tapping sleeve and valve Restore paved path, See Pavement Restoration Detail New finish grade Maintain 6' min. cover typical. Maintain 18" vertical separation Maintain 18" vertical separation New 6"x6" Tee. Secure all fittings with Foster Adapters Maintain 18" vertical separation Maintain 18" vertical separation Existing 8" sanitary main New 8" x 8" tapping sleeve and valve New finish grade New finish grade (Roadway) New 8" DI water service New communication line New 12" storm New hydrant and thrust block. 1.Elevation of water main is shown for illustrative purposes only. Contractor shall be responsible for installing all water piping with a minimum 6 feet of cover unless, otherwise noted, (proposed ground) and maintaining 18" vertical separation from storm and sanitary pipes. Any modification of this plan must be approved 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 the location shown on the plans. The Contractor shall provide all fittings and appurtenances necessary to make the job complete. When vertical bends are required they shall be rodded to the next fitting or joint in each direction. 3.Concrete thrust blocks will be installed in accordance with the details and specifications. Water System Notes Restore paved path, See Pavement Restoration Detail Maintain 6' min. cover typical. New sidewalk New vertical bend. See Detail New vertical bend. See Detail New vertical bend. See Detail New vertical bend. See Detail 08/11/2022 PERMIT PLANS FOR PERMIT REVIEW NOT FOR CONSTRUCTION New communication service New hydrant valve, use Foster adaptor to connect to 45° valve. New 6" gate valve FOR PERMIT REVIEW 06/17/2022 08/10/2022 Hydrant service revision New 8"x6" concentric reducer. Use Foster adaptor to connect to valve. New 6" DI water service 365 370 New Building OSC 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 38 8 389 395 397 398 39 4 38 3 38 2 3 7 9 37 8 378 38 4 38 5 38 6 38 7 38 8 38 9 39 0 39 1 3 8 0 3 8 1 37 7 375 382 39 2 39 3 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 39 9 400 401 402 403 404 405 396 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 390 386 38 5 3 9 4 3 9 3 3 8 3 39 2 3 9 3 3 9 5 39 4 New SMh A 39 3 40 0 370 39 9 40 1 4 0 2 39 9 39 5 39 8 39 7 39 6 400 405 396 400 402 390 385 381 394 EE ELECELECELECELEC E ELECELEC E EL E C EL E C 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 375 380 Gas meter 4 0 4 39 0 370 381 39 0 39 5 394 376 380 383 384 387 385 393 BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH ELEC ELEC ELEC ELEC FUTURE FUTURE FUTURE FUTURE +3 9 6 +397 +398 395 394 393 390 387 BE N C H BE N C H 380 CL1 CL1 CL1 CL1 CL2 CL2 CL2 SL1SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL2 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL 3 SL3 SR1SR1SR1SR1SR1 SR1 SR1 SR2 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1SS1 SW1 SW1 SW1 SW1 SW1 SW2 SW2 SW2 SL3 E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 391 393 392 38 0 377 378 379 38 0 386 387 New precast segmented retaining wall New guardrail New concrete curb FUTURE PARKING 5 Spaces FUTURE PARKING 3 Spaces SL3 SL3 39 2 3 9 4 39 0 3 8 4 39 4 STOP STOP STOP 395 HH HH 3 8 8 38 838 7 3 8 8 39 3 Curb transition to full reveal 392 383 3 8 4 3 9 1 Preconstruction excavation to locate ex. sewer service and confirm no conflicts with new storm Preconstruction excavation to locate ex. sewer service and plan waterline crossing with 18" separation 38 0 380 38 0 376 38 0 GM FDC 391 SL3 SW1 SW1 SL3 SW1 SR2 SR2 SR2 SR2 SR2 395 397 397401 x397.5 $ Vermont State PlaneGrid North (NAD83) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-1.10 PAVEMENT MARKINGS AND SIGNAGE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 SEE NOTES ON SHEET C-1.1 and C-2.1 SEE LEGEND ON SHEET C-1.2 New stop signs with stop bars One-Way Arrow Pavement Markings New stop sign and stop bar New signs (2) ("No Trucks Beyond This Point") New Access Aisle, typical See Crosswalk Detail Sheet C-4.5 New Painted Crosswalk. See Detail Sheet C-4.5 New Stop & Do Not Enter signs New signs (SERVICE VEHICLE PARKING ONLY) (6) New 4" wide, 18' long white line parking stripe spaced 9' on center. (typical all parking spaces) $ 672P % $'$ $ccessiEle ParNing & $'$ $ccessiEle ParNing with 9an ' 'o 1ot (nter ( 1o 7rucNs %e\ond 7his Point 6igns $ $ $ ( ( ) 6ervice 9ehicle ParNing 2nl\ )))))) ' ' New sign (ONEWAY) (1) . 511 58 58  58$ 551 &ustom &ustom 5eference &&%%%%%% Contractor 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 Paint Company. 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 pavement markings 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 be spaced 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 visible after drying. Additional paint application will be required if underlying pavement is visible. * PicNup 'ropoff 2nl\ 1o ParNing &ustom &ustom+ (9 ParNing - + % * * * * 58 &ustom- $'$ $ccessiEle (9 ParNing ++++++++ See Crosswalk Detail Sheet C-4.5 51. 2ne :a\ 6i]e : x + " x " 1" x 18" 1"x18"  1"x" " x " 18" x " 18" x " 1" x 18" 1" x 18" 1"x18"  1"x18" " x 1" 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 9' 9' 9' 9' 9' 11 ' 8' 5'18 ' 9' 8' ADA Parking Pavement Markings, typical &ustom/ Patient ParNing 2nl\1" x 18" / / / / / / / / / / / / / / / / //////////// //// //// &ustom0 Preferred ParNing )or *reen 9ehicles 1" x 18" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01/27/2023 01/27/2023 100% Construction Documents 03/06/2024 Zoning Permit Revisions EV EV W hyd. # 7 3 1 hyd . # 6 6 7 hyd . # 6 6 6 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-2.1 EXISTING CONDITIONS SITE PLAN xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 06/17/2022 PERMIT SET EV EV T i l l e y D r i v e W CV BLB VEC FAC VEB CV VEB CV VEB hyd. # 7 3 1 hyd . # 6 6 6 Old Far m R o a d PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-3.1 EROSION PREVENTION & SEDIMENT CONTROL PRECONSTRUCTION OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 Erosion Prevention and Sediment Control Notes 338 PRECONSTRUCTION - Spring 2023 Schedule of Construction Activities Install Marsh Mat coir inlet filter over existing catch basin In the vicinity of the wetland buffer install silt fence perimeter sediment control practices prior to earth disturbance. Straw wattles are not allowed adjacent to wetlands and buffers Install and maintain stabilized construction entrance Install Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Prior to installing storm system, install silt fence along downslope limit of disturbance Install orange construction barrier fence along limit of disturbance prior to beginning earthwork. Install chain-link construction barrier fence along limit of disturbance prior to beginning earthwork. Install 12" thick stone and Mirafi 500X fabric directly over topsoil to create stabilized staging area, where construction vehicle traffic is anticipated. Limits of stone shown for schematic purposes only, expand limits as necessary. Contractor is responsible for all stone necessary for proper stabilization. Install Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Install Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Install bypass culvert. See Site Plans for inverts Install gate Corner Chainlink fence, begin barrier fence. Corner Chainlink fence, begin barrier fence. Install silt fence Install silt fence perimeter sediment control in this area 08/11/2022 PERMIT SET 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development Install silt fence parallel with the contours, spaced every 100 ft.± Install silt fence spaced every 100 ft ± EV EV New 5' concrete sidewalk W Relocated windmill Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r se r v i c e ( 6 " ) New SMh New Storage Tank New SMh GM Gas meter New 8"x6" tapping sleeve and valve New 6" DI water service FDC La n d s c a p e Be r m (Relocate) Te l e - d a t a Ox y g e n s e r v i c e New 6" DI water service 12" SDR35 storm hyd. # 7 3 1 hyd . # 6 6 6 New Oxygen service (See Design by MEP) 375 375 380 380 395 397 398 38 3 x380.1 top berm 3 8 4 3 8 5 3 8 6 3 8 7 3 8 8 38 9 3 9 0 3 9 1 383 400 401 402 403 404 405 39 6 397 398 399 395 396 397 398 3 9 9 400 401 402 403 404 405 396 3 9 2 3 9 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 391 3 9 2 3 9 3 3 9 5 39 4 3 9 3 40 0 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380375 378 39 9 40 1 4 0 2 39 9 3 9 5 39 8 39 7 39 6 375 400 405 396 400 402 40 7 390 385381 40 3 4 0 4 3 9 0 380 375 386 387 395 393390 387 4 1 6 4 1 0 4 1 4 4 1 5 41 1 38 8 39 2 380 375 370 365 360 360 x 360 x 360 x 389.5 FF 395.0 FF 381.0 39 1 3 9 2 393 394 38 9 390 38 8 x 361.0 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-3.2 EROSION PREVENTION & SEDIMENT CONTROL SUMMER 2023 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 Erosion Prevention and Sediment Control Notes SUMMER 2023 Schedule of Construction Activities 338 Install and maintain rolled erosion matting until final stabilization. Maintain rolled erosion matting during winter. Install Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Prior to installing storm pipe, install Silt Soxx along downslope limit of disturbance Install 8" thick stone and Mirafi 500X fabric directly over topsoil to create stabilized staging area, where construction vehicle traffic is anticipated. Limits of stone is minimum anticipated and is shown for schematic purposes only. Contractor is responsible for all stone necessary for proper stabilization. For Catch Basins Located Within Construction Disturbance Limits Install Stone Lined Sump Inlet Protection, or leave rims high until base paving, Typical. See Detail. Install Marsh Mat coir inlet filter over existing catch basin In the vicinity of the wetland buffer install silt fence perimeter sediment control practices prior to earth disturbance. Straw wattles are not allowed adjacent to wetlands and buffers Maintain stabilized construction entrance Prior to installing storm system, relocate/ install silt fence along downslope limit of design finish grades Maintain orange construction barrier fence Maintain construction barrier fence. Install temporary stone spillway Install diversion swale prior to beginning Gravel Wetland Construction. Install minimum temporary 2 ft. deep sediment trap. Stabilize with rolled erosion matting. Install Silt Soxx, compost filled sediment filters, along ditch line Install check dams as needed along temporary ditch line in this area. Stone pad shall be graded to direct flows away from the build. Install straw wattles for check dams in this area Place excavated soil upslope of trench where ever possible. Install straw wattles for check dams in this area Dewater to Dirtbag, or approved equal, sediment filter bag when constructing gravel wetlands. Dewatering filter bag to be placed away from existing disturbed or exposed soils. Dewater to Dirtbag, or approved equal, sediment filter bag when constructing gravel wetlands. Dewatering filter bag to be placed away from existing disturbed or exposed soils. Install orange barrier fence Install solid cover over catch basin opening during construction, typical of all catch basins within the construction staging area Place excavated soil upslope of trench where ever possible. 06/17/2022 PERMIT SET Stabilized 3:1 (H:V) slopes and areas with concentrated flows with rolled erosion matting until final stabilization, typical Stabilize slopes 3:1 (H:V) or steeper and areas of concentrated flows with rolled erosion matting until final stabilization, typical Sweep pavement as necessary to prevent offsite sediment tracking. Pavement sweeper shall remain on-site throughout construction See Sheet C-3.5 for Post Construction Soil Depth & Quality Requirements EV EV New 5' concrete sidewalk W Relocated windmill Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r se r v i c e ( 6 " ) New SMh New Storage Tank New SMh GM Gas meter New 8"x6" tapping sleeve and valve New 6" DI water service FDC La n d s c a p e Be r m (Relocate) Te l e - d a t a Ox y g e n s e r v i c e New 6" DI water service 12" SDR35 storm hyd. # 7 3 1 hyd . # 6 6 6 New Oxygen service (See Design by MEP) New Chilled water lines (See Design by MEP) 375 375 380 380 395 397 398 38 3 x380.1 top berm 3 8 4 3 8 5 3 8 6 3 8 7 3 8 8 38 9 3 9 0 3 9 1 383 400 401 402 403 404 405 39 6 397 398 399 395 396 397 398 3 9 9 400 401 402 403 404 405 396 3 9 2 3 9 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 391 3 9 2 3 9 3 3 9 5 39 4 3 9 3 40 0 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380375 378 39 9 40 1 4 0 2 39 9 3 9 5 39 8 39 7 39 6 375 400 405 396 400 402 40 7 390 385381 40 3 4 0 4 3 9 0 380 375 386 387 395 393390 387 4 1 6 4 1 0 4 1 4 4 1 5 41 1 38 8 39 2 380 375 370 365 360 360 x 360 x 360 x 389.5 FF 395.0 FF 381.0 39 1 3 9 2 393 394 38 9 390 38 8 x 361.0 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-3.3 EROSION PREVENTION & SEDIMENT CONTROL WINTER 23-24 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 Maintain Silt Sox until surrounding vegetation reached final stabilization. Maintain 8" thick stone and Mirafi 500X fabric directly over topsoil to create stabilized staging area, where construction vehicle traffic is anticipated. Limits of stone is minimum anticipated and is shown for schematic purposes only. Contractor is responsible for all stone necessary for proper stabilization. After base paving, maintain MarshMat coir inlet filters over catch basins that collect runoff from vegetated areas until the upslope areas reach Final Stabilization Maintain Silt Soxx until upslope area reach final stabilization. Maintain check dams as needed See Sheet C-3.1 for Erosion Prevention & Sediment Control Notes 338 Maintain Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Remove Marsh Mat coir inlet filters along Tilley Drive during winter Maintain silt fence perimeter sediment control practice. Straw wattles are not allowed adjacent to wetlands and buffers Maintain stabilized construction entrance Maintain silt fence along downslope limit of design finish grades Maintain orange construction barrier fence along limit of disturbance. Maintain temporary stone spillway Maintain temporary 2 ft. deep sediment trap. Maintain rolled erosion matting until final stabilization. Maintain rolled erosion matting until final stabilization. Maintain rolled erosion matting during winter if vegetated areas haven't reached Final Stabilization Maintain stabilized construction entrance 06/17/2022 PERMIT SET Schedule of Construction Activities Winter Construction October 15, 2023 - April 15, 2024 Winter Erosion Control Procedures: Winter Construction Requirements (October 15th - April 15th) "Round" inlet filter symbols require SiltSoxx inlet protection around grates until upslope areas reach final stabilization, typical Maintain straw wattles Sweep pavement as necessary to prevent offsite sediment tracking. Pavement sweeper shall remain on-site throughout construction 363 360 360 365 365 365 365 365 EV EV 370 375 375 380 380 New Building OSC 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 38 8 389 395 397 398 39 4 38 3 3 8 2 3 7 9 37 8 x3 6 8 . 1 t o p b e r m x380.1 top berm 378 38 4 38 5 38 6 3 8 7 38 8 38 9 39 0 39 1 383 3 8 0 3 8 1 37 7 375 382 39 2 39 3 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 New 5' concrete sidewalk W 397 398 399 395 396 397 398 39 9 400 401 402 403 404 405 Relocated windmill396 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 390 386 38 5 Do m e s t i c w a t e r s e r v i c e ( 6 " ) Sp r i n k l e r se r v i c e ( 6 " ) 3 9 4 3 9 3 38 3 39 2 39 3 3 9 5 39 4 New SMh 39 3 40 0 ForebayWetland Cell 1-1 Wetland Cell 1-2 363 367 363364365 366 367368 368 366 365362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380375 370 378 39 9 40 1 4 0 2 39 9 39 5 39 8 39 7 39 6 375 400 405 396 400 402 40 7 390 385381 New Storage Tank New SMh 394 EEE E 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 375 380 GM Gas meter 4 0 4 39 0 36 8 370 381 39 0 39 5 394 376 380 383 384 387 385 393 B B B B B B BEN C H BEN C H BENCH BENCH BENCH BENCH BENCH E B B B 395 394 393 390387 41 6 41 0 4 1 4 41 5 B BE N C H BEN C H E New 8"x6" tapping sleeve and valve New 6" DI water service 380 FDC La n d s c a p e Be r m (Relocate) HH HH Te l e - d a t a Ox y g e n s e r v i c e New 6" DI water service 12" SDR35 storm E E 39 1 393 392 38 0 377 378 379 38 0 375 360 hyd. # 7 3 1 hyd . # 6 6 6 386 387 4 1 1 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME C-3.4 EROSION PREVENTION & SEDIMENT CONTROL SUMMER 2024 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Colchester, Vt. 05446 Erosion Prevention and Sediment Control Notes SUMMER 2024 Schedule of Construction ActivitiesInstall Silt Soxx, or approved equal, compost filled sediment filter in drainage swale Prior to installing storm pipe, install Silt Soxx along downslope limit of disturbance Remove and dispose of inlet protection measures after upslope areas reach Final Stabilization Remove silt fence when upslope aeas reach Final Stabilization Maintain stabilized construction entrances at all areas where construction vehicles travel off pavement Prior to installing storm system, relocate/ install silt fence along downslope limit of design finish grades Install temporary stone spillway Remove Silt Soxx after upslope area reach final stabilization 338 06/17/2022 PERMIT SET Sweep pavement as necessary to prevent offsite sediment tracking. Pavement sweeper shall remain on-site throughout construction Place excavated trench spoils on upslope side of excavation to the extent practical, or install straw wattles downslope of trench excavations. For Catch Basins Located within road construction limits Install Stone Lined Sump Inlet Protection, or leave rims high until base paving, Typical. Dewater to Dirtbag, or approved equal, sediment filter bag when constructing gravel wetlands. Dewatering filter bag to be placed away from existing disturbed or exposed soils. Place SiltSoxx compost filled sediment filter downslope of dewatering bag. Install temporary diversion swale prior to beginning Gravel Wetland Construction. Prior to final grading, remove existing staging stone and roto-till subgrade soils. See Sheet C-3.5 for Post Construction Soil Depth & Quality Requirements Where stone sump inlet protection is impractical, install SiltSoxx compost sediment filters around catch basins and Marsh Mat coir inlet filter over catch basin rims Stabilized 3:1 (H:V) slopes and areas with concentrated flows with rolled erosion matting until final stabilization, typical Stabilized 3:1 (H:V) or steeper slopes and areas with concentrated flows with rolled erosion matting until final stabilization, typical Install pedestrian barriers along sidewalks to protect lawn area until vegetation is established 363 360 360 365 365 365 365 365 EV EV 370 375 375 380 380 New Building OSC Drop-off Lo a d i n g D o c k s 4 ADA Spaces T i l l e y D r i v e ONE WAY Pick-up Ne w S i d e w a l k retaining wall 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 2 A D A S p a c e s 38 8 389 395 397 398 39 4 Pa t i o 38 3 38 2 3 7 9 37 8 x368.1 top berm x368.1 top berm x3 6 8 . 1 t o p b e r m x380.1 top berm 378 bike rack area 3 8 4 3 8 5 3 8 6 3 8 7 38 8 38 9 39 0 39 1 383 CB CB 3 8 0 3 8 1 STMh 37 7 Ne w C o n c r e t e S i d e w a l k Ne w S i d e w a l k Patio CB CB CB CB CB CB CB CB CB CB CB 375 CB CB 382 39 2 39 3 394.1x x 3 9 3 . 9 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 39 9 400 401 402 403 404 405 CH I L L E R service entrance 396 CB CB CB CB 3 9 2 39 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 CB 390 386 Stop Stop bar 38 5 New Signs "DO NOT ENTER" CH I L L E R 3 9 4 3 9 3 3 8 3 39 2 39 3 3 9 5 39 4 Stop bar New SMh 39 3 40 0 ForebayWetland Cell 1-1 Wetland Cell 1-2 363 367 363364365 366 367368 368 366 365362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 x3 7 5 . 1 x3 7 5 . 1 x374 . 9 x3 7 6 . 1 x372. 9 x3 6 3 . 1 x3 6 3 . 6 x363.3 x3 6 3 . 6 x367 . 1 380 375 370 378 39 9 40 1 4 0 2 39 9 39 5 39 8 39 7 39 6 375 CB CB CB CB CB CB 400 405 396 400 402 40 7 390 385 381 retaining wall New Storage Tank CB CB New SMh DMh #2 DMh #1 New 12' high screening fence with gate CB CB 394 Kn e e - w a l l retaining wall CB CB CB EE ELECELECELECELEC E ELECELEC New HD concrete pad New 5' concrete walk STMh EELE C EL E C New structural concrete pad at all exterior doorways. See Structural Engineer for details. 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 x3 8 7 . 8 375 380 GM Gas meter 4 0 4 39 0 Stopbar 36 8 370 CB YD YD Patio Ne w 8 ' w i d e p a v e d p a t h 381 39 0 39 5 394 STMh STMh 376 CB 380 383 384 387 385 393 TRANS. SNOW STORAGE SNOW STORAGE SNOW STORAGE CB B B B B B B BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH E ELEC ELEC ELEC ELEC FUTUREFUTURE FUTUREFUTURE SNOW STORAGE B B B +4 1 6 . 1 +3 9 6 +397 +398 395 394 393 390 387 4 1 6 41 0 41 4 4 1 5 B BE N C H BE N C H New concrete retaining wall (design by Structural) E staff entrance 380 FDC New Multi-Use concrete pad See Structural CB New guardrail New grav e l s h o u l d e r Flush concrete at snow storage area typical. CB New bollards see Civil Details. New HD concrete pad CB CL1 CL1 CL1 CL1 CL2 CL2 CL2 SIGN SL1 SL1SL1 SL1 SL1 SL1 SL1 SL1 SL1 SL2 SL2 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL3 SL4 SL4 SR1SR1SR1SR1SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SW1 SW1 SW1 SW1 SW1 SW1 SW2 SW2 SW2 SL5 SL5 SL5 SL5SL5 HH HH New concrete ADA ramp and stairs. See Structural for design. See Architectural drawing for handrails. CB CB CB CB New concrete (See Structural) On-Site soil may be reused for gravel wetland berm if material is protected from weather/precipitation and not allowed to become plastic. Inv. 384.5 Inv. 379.0 E E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 2 parking spaces wired for electric charging station (Level 1- Future) 2 parking spaces wired for electric charging station (Level 1) New Screening wall (design by Landscape Arch.) 39 1 393 392 38 0 377 378 379 38 0 New bollards (4) ON E W A Y New Signs "No Truck Allowed" 375 x374. 4 x374. 4 374.4 x 360 x3 7 6 . 5 x3 7 6 . 5 x3 6 3 . 5 hy d . # 7 3 1 hy d . # 6 6 7 hyd . # 6 6 6 386 387 x368.1 top berm Gravel Wetland #2 EM E R . GE N . FF 381.0 Lower Level FF 395.0 Upper Level Oxygen storage area 4 spaces ADA 4 d r o p o f f / p i c k u p Sp a c e s (1 5 m i n u t e s ) New concrete (See Structural) Electric charging station (ADA) future fuel cell area New pocket park Gravel Wetland #1 New concrete sidewalk 4 parking spaces wired for electric charging station (Level 2 - Future) 6 service and vendor parking 6 parking spaces for electric charging stations (Level 2) 2 p a r k i n g sp a c e s f o r E V C (L e v e l 2 ) Elec. Vault 4 1 1 SL3 SL3 SNOW STORAGE PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION SEE NOTES ON SHEET C-1.1 and C-1.7 SEE LEGEND ON SHEET C-1.2 Post-Construction Soil Depth and Quality Notes Required 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. The topsoil layer shall have a minimum depth of 5 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet 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 the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 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: o Option 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 phase may trigger the requirement to restore soils per one of the following options. o Option 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 of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing 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 content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *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 entire surface 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 40 and 65% into the topsoil at a ratio 1:3, or ·CALCULATED RATE: Incorporate composted material or approved organic material at a calculated rate 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. o Option 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic content and depth. ·Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire 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; Shop drawing 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: o Identifies areas on the site subject to the Standard; o Soil depth and quality shall be established toward the end of construction and once established, protected from 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 shall perform verification sampling in locations indicated on sampling plan. Verification sampling shall include nine, 8 inch deep (min) test holes per acre of area subject to the standard. Test holes shall be excavated using 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 Post Construction Soil Depth and Quality Standards have been met. This shall include the verification sampling, topsoil depths, and soil modifications. · · · · ·C-3.5 POST CONSTRUCTION STABILIZATION PLAN 06/17/2022 PERMIT SET Post Construction Soil Depth and Quality Verification Test Pit Location, typical Post Construction Soil Depth and Quality Verification Test Pit Location, typical 3" clear (min.) 2" clear (min.) 3" clear (min.) 2" clear (min.) PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.1 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks NOTE: THRUST BLOCKS ON PIPE LARGER THAN 16" DIA. SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER PIPE 1 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK INSTALL POLYETHELENE WRAP TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE THUS FACILITATING FUTURE REMOVAL TEE BEND TEE WITH PLUG NOTES: 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 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS 4. CONCRETE THRUST BLOCKS SHALL BE POURED TO PROPER DIMENSIONS USING SIDE FORMS. θ UNDISTURBED SOIL D" SECTION NOTES: 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 SCALE BEARING AREA PER SPECIFICATIONS D D MIN 24" FOR 12" PIPE OR LARGER MIN 18" FOR 10" OR SMALLER CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.2 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 Install Mirafi 500x stabilization fabric under precast thrust block and against Undisturbed soil Install and compact 3 4" crushed stone between stabilization fabric against undisturbed soil and precast concrete thrust block Include 4" Storz connection on fire hydrant pumper nozzle. See CWD Specifications. 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 06/17/2022 10/10/2022 · · · · · · ·√ · · · · · · · · · · · · · ········· ·· · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.3 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 ARCH NAME 06/27/2022 ARCH ## PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.4 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 09/16/2022 Emergency Storage Detail1 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.5 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 14.25" 49.63" SK2-621D TOP SK2-621D BOTTOM SERIES 600 RISER SK2-631D OPTION (WITH RISER) 14.25" 12" PERMIT PLANS 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 10/10/2022 Contractor shall install pervious asphalt at end of project, to ensure no damage or porous clogging during construction. ” ” ” PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.6 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION Maintenance: The plant biomass should be harvested annually, and accumulated sediment removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetation re-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter time when one can walk on the wetland). ·First Year Post-Construction: Inspection frequency should occur after every major storm in the first year following construction. o Inspect that the system drains within 24-48 hours. o The plants may need watering if necessary during the first growing season. Revegetate if the vegetation is poorly establishing. o Identify areas of erosion and make timely repairs. o Check 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: o Check the basin for a dense root mat establishment of wetland vegetation. o Check and clean the risers if there is evidence of standing water, discolored water or accumulated sediments in the cells. o Check and clean the forebay for sediments, trash and debris. When sediments have accumulated to a depth of 12 inches, standing water is persistent or wetland vegetation become established, the forebay will need to be excavated and reformed. o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulation of 4 inches is evident over the wetland surface. o Check and clean all outlets and overflow spillway if blocked or there is evidence of structural damage or erosion. o Remove decaying vegetation, litter and debris. o Check for foreign species. Particular care must be used to avoid the unintended introduction of invasive species such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It is recommended that a qualified wetland biologist be consulted when these are found in the area of the gravel wetland. GRAVEL WETLAND MAINTENANCE NOTES: 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 12" 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 Excavate 2 ft. deep sump trench (min). Stabilize with NAG S150 or approved equal rolled erosion matting 1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED AND COVERED WITH A MINIMUM OF 4" OF LOAM TOPSOIL. THE AREAS TO BE LOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND OTHER DELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TO A DEPTH OF 4". TOPSOIL SHALL BE APPROVED BY THE ENGINEER. ALL SIDE SLOPES ARE TO BE LOAMED. 2. ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VT STANDARD SPECIFICATIONS 2018 AND THE TOWN'S SPECIFICATIONS. MULCHING SHALL 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 SHALL BE NO STEEPER THAN 2.0H ON 1.0V. 4. THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15TH BETWEEN APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER. 5. TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING OR CONSTRUCTION. FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALL GROUND DISTURBANCE PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATED BY THE OWNER FOR PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TO DESIGNATED 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 THEIR ROOT SYSTEMS. 7. SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURING CONSTRUCTION SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEER IMMEDIATELY. GENERAL GRADING AND SITE WORK NOTES ®™ ™ ™ ®™ ®™ ®™ ™ ®™ PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.7 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 5' 5' 2' 4" - 6" 5' 12" DEPTH OF TYPE I STONE PER VT. SPEC. 706.04 MIRAFI 140N FABRIC UNDER AND TO SIDES OF STONE 12" DEEP TYPE I STONE PER VT. SPEC. 706.04 STORM WATER FLOW PLAN CROSS SECTION STORMWATER OUTFALL DETAIL N.T.S. HDPE END SECTION 1' MIN. 1' MIN. PROVIDE LIP LEVEL SPREADER AT END OF OUTFALL. PERMANENT SEED MIX SHALL BE USED AS EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15 AND SHALL MEET THE FOLLOWING CRITERIA: SEED % WEIGHT CREEPING RED FESCUE 40% KENTUCKY BLUEGRASS 30% PERRENNIAL RYEGRASS 30% SEEDING SPECIFICATIONS Hydroseed Additives: Fertilizer: 19-19-19 75 lbs per 1,000 gallons of water Lime: 100 lbs. per 1,000 gallons of water Mulch: 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 the subgrade shall be roto-tilled prior to placing topsoil. Refer to the Post Construction Soil Depth and Quality Requirements. 2. If hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. If inorganic 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. Fertilizer application will not be allowed in sensitive areas and adjacent to drainage ways as determined by the Engineer. 4. Watering is to be done by the Contractor and is to last for the duration of the warranty period to maintain proper 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, acceptable staking 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 be redone. 7. The Contractor is responsible for the first mowing. After the first mowing and prior to the Owner taking responsibility for the lawn areas the Contractor and an Owner's Representative shall meet to inspect the vegetation establishment. 8. Contractor is responsible for all topsoil to complete the project as shown. If existing volume of topsoil is inadequate, the Contractor, at no cost to the Owner, shall purchase offsite approved topsoil as necessary. Refer to Post Construction Stabilization Plan for additional requirements 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 FOR PERMIT REVIEW NOT FOR CONSTRUCTION 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ C-4.8 CIVIL DETAILS OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 8" Base Block Middle Block Middle Block Middle Block Top Block 8" va r i e s - s e e s i t e p l a n BOX BEAM GUARD RAIL SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 6 ft. min. Bury depth NOTE: See Electrical Plans for electrical, conduit, light pole bolt pattern, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal (No mesh reinforcing) 48" reveal above grade Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level 06/17/2022 02/28/2022 SD Pricing Package 07/22/2022 Design Development 11/03/2022 50% Construction Doc. Review PERMIT PLANS 10/10/2022 T NE W S M H 8 - 1 NE W S S 1 EX S M H NEW S S 2 NE W 6 " I N V . 38 5 . 0 0 PO N D O U T L E T 1 EX C B NE W S D 1 NE W S D 2 PO N D O U T L E T 2 EV EV T 5+0 0 S W R 3+0 0 S W R 4+0 0 S W R Wetland B 2019 Wetland A 2019 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) 8/02/21 Ti l l e y D r i v e Hinesburg Road / Route 116 LOT 6 Mountain View Business Park EL E C EL E C EL E C EL E C EL E C ELECELEC Ga s m e t e r L2 L2 L2 L2 L2 STO P ST O P ST O P GM T I L L E Y D R I V E CONCRETE SIDEWALK SEE CIVIL CO N C R E T E S I D E W A L K S E E C I V I L 5' 8' T Y P . 8' 8' FLUSH CURB, TYP. SEE CIVIL DWGS LOADING DOCKS STAFF ENTRANCE ASPHALT PAVING SEE CIVIL DWGS TRASH COMPACTORS CONCRETE UNIT PAVERS 12" WIDE BOARDFORM FINISH CONC. WALL TYP. NEW CHAINLINK FENCE WITH GATE TYP. SEE CIVIL FOR FURTHER INFO CO N C R E T E S I D E W A L K S E E C I V I L 14" WIDE BOARD FORM FINISH CONCRETE FREESTANDING 18" HIGH SEAT WALL BUILDING OVERHANG, SEE ARCH DWGS EXISTING WINDMILL LOCATION 18' TYP.24' TYP. 9' TYP. CONCRETE UNIT PAVERS CONCRETE UNIT PAVERS FLUSH CURB, TYP. SEE CIVIL DWGS FLUSH CURB, TYP. SEE CIVIL DWGS CONCRETE SIDEWALK SEE CIVIL ONE-WAY PICKUP/DROP OFF DRIVE EXISTING SIDEWALK 4' TALL PRIVACY SCREEN SEE STRUCTURAL FOR MOUNTING & CIVIL FOR TOP OF WALL ELEVATIONS PLANTING TYP. SEE PLANTING PLAN FOR FURTHER INFORMATION METAL EDGE TYP. ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS SERVICE ENTRANCE L1.5 2A L1.5 2A&5 L1.5 1 L1.5 1 L1.5 1 L1.5 2A METAL EDGE, TYP.L1.6 7 METAL EDGE, TYP. METAL EDGE, TYP. METAL EDGE, TYP.L1.6 7 ADA RAMP SEE CIVIL AND STRUCTURAL RETAINING WALL, SEE CIVIL DWGS L1.6 7 L1.6 7 POURED CONCRETE STEPS GUARDRAIL TYP.L1.5 6 CO N C R E T E S I D E W A L K S E E C I V I L CO N C R E T E S I D E W A L K S E E C I V I L CO N C R E T E S I D E W A L K S E E C I V I L CO N C R E T E S I D E W A L K S E E C I V I L LIGHT FIXTURE TYP. SEE CIVIL AND MEP FOR FURTHER INFO 12" WIDE BOARD FORM FINISH CONCRETE WALLL1.5 2A L1.6 3 L1.5 2A PLANTING TYP. SEE PLANTING PLAN FOR FURTHER INFORMATION L1.6 7 SHORT TERM BICYCLE PARKING. (14) CYCLESAFE U2 SEE CIVIL FOR DETAIL L1.5 2B&8 L1.5 2A RELOCATED WINDMILL LOCATION OXYGEN FARM T I L L E Y D R I V E EMERGENCY GENERATOR GR A V E L WE T L A N D , SE E C I V I L DW G S CONCRE T E S I D E W A L K S E E C I V I L UVMMC OSC LAWN PROPERTY LINE MEADOW / CONSERVATION SEED MIX LAWN LAWN MEADOW / CONSERVATION MIX SE R V I C E PA R K I N G CO V E R E D D R O P O F F SNOW STORAGE GR A V E L W E T L A N D , SE E C I V I L D W G S CHILLER CHILLER DR A I N A G E S W A L E 10 ' R E C P A T H GR A V E L WE T L A N D , SE E C I V I L D W G S GR A V E L W E T L A N D , SE E C I V I L D W G S WETLAND SEED MIX 8" WIDE BOARDFORM FINISH CONCRETE WALL, TYP. 1 2 ' 12" WIDE BOARDFORM FINISH CONCRETE WALL, TYP. LAWN CO N C R E T E S I D E W A L K , S E E C I V I L EXISTING TREE TO REMAIN PROPOSED TREE PROPOSED SHRUB PROPOSED PLANTING BED LAWN MEADOW METAL EDGING PA LEGEND EXISTING CONTOUR PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) PROPOSED SPOT ELEVATION SLOPE 764 765 +769.5 1% TYP. 765 L1.7 1 L1.7 3 L1.7 2 L1.7 5 L1.7 7 SCALE OF FEET 20020 40 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 20 2 1 0 7 3 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 164 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 Telecom Consultant Kirick Engineering Associates 5399 Williston Rd. Suite 103 Williston, VT 05495 802-777-5203 Civil Engineering Krebs & Lansing 02/28/2022 SD Pricing Package 07/22/2022 Design Development 08/12/2022 DRB Updates 09/30/2022 DRB Updates 10/19/2022 DRB Updates 10/24/2022 DRB Updates 11/03/2022 50% Constuction Doc. Review 06/17/2022 xxxx.xx.xx L1.1 LAYOUT AND MATERIALS PLAN MATCHLINE: SEE SHEET L1.2 MATCHLINE: SEE SHEET L1.2 SEE CIVIL FOR ALL ROAD ALIGNMENTS, LIGHTING, GRADES AND UTILITIES. 04/17/2024 Removed Proposed Main Entry Sign EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C FU T U R E FU T U R E FU T U R E FU T U R E Landscape Berm L2 L2 L2 L2 L2 L2 L2 EL E C FU T U R E L1 EL E C FU T U R E L1 EL E C L1 EL E C L1 9' TYP.PAVING STRIPING, TYP SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS 24' TYP. DRAINAGE SWALE, SEE CIVIL DWGS 18' TYP.24' TYP. SNOW STORAGE STORM SYSTEM DISCHARGE AREA PLANTING TYP. SEE PLANTING PLAN FOR FURTHER INFORMATION SNOW STORAGE SN O W ST O R A G E WE T L A N D , PROPERTY L I N E LAWN LAWN LAWN GR A V E L W E T L A N D , SE E C I V I L D W G S ELEVATED BERM LAWN MEADOW / CONSERVATION MIX 18" TALL DRY LAID GRANITE CHUNK BENCH, TYP. LAWN SCULPTURE, TYP. 18" TALL DRY LAID GRANITE CHUNK BENCH, TYP. ASPHALT RECREATIONAL PATH, SEE CIVIL DWGS METAL EDGE TYP.L1.6 7 METAL EDGE TYP.L1.6 7 GRAVEL, TBD GR A V E L W E T L A N D , SE E C I V I L D W G S 10 ' R E C P A T H POCKET PARK GRAVEL PATH L1.5 11 EXISTING TREE TO REMAIN PROPOSED TREE PROPOSED SHRUB PROPOSED PLANTING BED LAWN MEADOW METAL EDGING PA LEGEND EXISTING CONTOUR PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) PROPOSED SPOT ELEVATION SLOPE 764 765 +769.5 1% TYP. L1.7 1 L1.7 3 L1.7 2 L1.7 5 L1.7 7 765 SCALE OF FEET 20020 40 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION: NO T F O R CON S T R U C T I O N CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 06/17/2022 ARCH NAME 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 02/28/2022 SD Pricing Package 07/22/2022 Design Development 08/12/2022 DRB Updates 09/30/2022 DRB Updates 10/19/2022 DRB Updates 10/24/2022 DRB Updates 11/03/2022 50% Constuction Doc. Review L1.2 LAYOUT AND MATERIALS PLAN MATCHLINE: SEE SHEET L1.1 MATCHLINE: SEE SHEET L1.1 PROGRESS SET NOT FOR CONSTRUCTION SEE CIVIL FOR ALL ROAD ALIGNMENTS, LIGHTING, GRADES AND UTILITIES. E EL E C EL E C EL E C EEL E C EL E C E ELECELEC Ga s m e t e r BENCHBENCH BE N C H BE N C H BE N C H BE N C H BE N C H BENCHBENCH L2 L2 L2 L2 L2 STO P ST O P ST O P HH HH HH GM LAWN LAWN LAWN LAWN (1) NS (256) SH (43) PA (1) GT (2) AFA (2) GT (2) AFA (1) NS (2) SR (1) NS (3) GT (26) IV (25) PA (21) PA (334) SH (162) HR (7) RA (21) RA (206) SH BENCH (168) HH (18) HLL (10) DC (5) CS (13) CP (10) CS (6) 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) DC (42) RA (42) DC (14) HLQ (2) GT (2) AFA (45) RA (18) RF (17) SA (18) PA (44) SH (3) PI (9) JC (13) PO (23) TO (51) RA (11) JC (7) IV(6) VDC (5) PG (4) PA (4) SV (7) CS (11) VDC (5) IVJ (13) CP (13) CP (9) DC(12) DC(18) DC (24) DC (6) HE (5) HSS (116) PA (2) AFA (2) QB (18) PG (3) AR (12) JC (40) PI TRAINED ONTO ADJACENT RETAINING WALL (2) PI(1) PG (11) TO (12) CS (7) SV (3) AFA (3) UA EXISTING TREE TO REMAIN, TYP. (1) AR (2) AFA (3) CS METAL EDGE, TYP.L1.6 7 METAL EDGE, TYP.L1.6 7 OXYGEN FARM T I L L E Y D R I V E EMERGENCY GENERATOR GR A V E L WE T L A N D , SE E C I V I L DW G S CONCRE T E S I D E W A L K S E E C I V I L UVMMC OSC LAWN PROPERTY LINE MEADOW / CONSERVATION SEED MIX LAWN LAWN MEADOW / CONSERVATION MIX SE R V I C E PA R K I N G CO V E R E D D R O P O F F SNOW STORAGE GR A V E L W E T L A N D , SE E C I V I L D W G S CHILLER CHILLER DR A I N A G E S W A L E 10 ' R E C P A T H GR A V E L WE T L A N D , SE E C I V I L D W G S GR A V E L W E T L A N D , SE E C I V I L D W G S WETLAND SEED MIX 8" WIDE BOARDFORM FINISH CONCRETE WALL, TYP. 1 2 ' 12" WIDE BOARDFORM FINISH CONCRETE WALL, TYP. LAWN TREE PROTECTION NOTES 1.Proposed methods, and schedule for effecting tree and plant protection shall be submitted 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 will be identified by the Owner and the Architect, and marked with red tags. Loss of any of these trees will result in fines assessed at $5,000 per tree. Damage to all other trees 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 of construction inside tree protection areas. 5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect and Owner in accordance with the International Society of Arboriculture (ISA) Guide. 6.Trees or roots visibly damaged will cause the Owner to withhold from the Contractor an assessed amount conforming to the requirements stipulated above for a period of two years. After that period the impact of the damaged to any tree will be assessed accordingly. 7.If any trees or shrubs designated to be saved are damaged and replacement is required, 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 the Contractor. The total inch diameter of the replacement trees or shrubs shall equal the diameter of the tree or shrub to be replaced. The Contractor shall not be liable for any loss or damage which occurs while the Contractor is complying with instructions 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 as natural woodland spaces and are to remain as natural woodlands. Therefore, all construction operations must be performed in such a manner, which will preserve these existing natural environments as wood preserves. 9.Designated areas of trees, understory, and wildflowers are to remain untouched and unharmed. 10.Clearly mark all clearing limits in the field and accompany Architect on a joint review of clearing limits before clearing operations have commenced. Limit of clearing is generally defined as the limit of grading. 11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanized steel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feet on center maximum. 12.Prior to start of demolition work and clearing and grubbing operations, tree protection 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 be protected, 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 Landscape Architect or Arborist. 16.Suitable means for root pruning include,trenching, vibrating plow, and water jet pruning. Any method which tears roots or disturbs the soil beyond the grading limit is 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 as directed by the Landscape Architect. Refer to Section 02115, selective clearing. 19.Except as otherwise indicated or requested by Landscape Architect, temporary protection devices and facilities installed during course of the work shall be removed only after all work which may injure or damage trees and plants is completed. PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 20.For Prunus americana transplanting, see Specification 329600. TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 20 2 1 0 7 3 OU T P A T I E N T S U R G E R Y C E N T E R UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 164 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 Telecom Consultant Kirick Engineering Associates 5399 Williston Rd. Suite 103 Williston, VT 05495 802-777-5203 Civil Engineering Krebs & Lansing 02/28/2022 SD Pricing Package 07/22/2022 Design Development 08/12/2022 DRB Updates 09/30/2022 DRB Updates 10/19/2022 DRB Updates 10/24/2022 DRB Updates 11/03/2022 50% Constuction Doc. Review 06/17/2022 xxxx.xx.xx SCALE OF FEET 20020 40 L1.3 PLANTING PLAN MATCHLINE: SEE SHEET 1/L1.4 MATCHLINE: SEE SHEET 1/L1.4 MA T C H L I N E : S E E S H E E T 2 / L 1 . 4 SEE CIVIL FOR ALL ROAD ALIGNMENTS, LIGHTING GRADES AND UTILITIES. S E E D M I X E S LAWN MIX: LD OLIVER SEED CO, INC. 26 SUNSET AVE, MILTON, VT 05468 - CATAMOUNT SEED MIX GREEN MT. SPECIAL MEADOW/CONSERVATION MIX: LD OLIVER SEED CO, INC. 26 SUNSET AVE, MILTON, VT 05468 - CATAMOUNT SEED MIX VT CONSERVATION MIX. 04/17/2024 Removed Proposed Main Entry Sign EL E C EL E C EL E C EL E C EL E C EL E C EL E C EL E C FU T U R E FU T U R E FU T U R E FU T U R E L2 L2 L2 L2 L2 L2 L2 EL E C FU T U R E L1 EL E C FU T U R E L1 EL E C L1 EL E C 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 (1) AR (2) PS (38) RA SNOW STORAGE (6) TO SNOW STORAGE SN O W ST O R A G E (3) AA (6) IVJ (14) JC WE T L A N D , PROPERTY L I N E LAWN LAWN LAWN GR A V E L W E T L A N D , SE E C I V I L D W G S ELEVATED BERM LAWN MEADOW / CONSERVATION MIX (6) BN LAWN (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 (6) CSA (5) AM (2) PG (3) PA (4) PG (3) PA (5) DL GR A V E L W E T L A N D , SE E C I V I L D W G S (7) SV 10 ' R E C P A T H POCKET PARK (2) AR GRAVEL PATH (1) AFA (1) QP TREE PROTECTION NOTES 1.Proposed methods, and schedule for effecting tree and plant protection shall be submitted 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 will be identified by the Owner and the Architect, and marked with red tags. Loss of any of these trees will result in fines assessed at $5,000 per tree. Damage to all other trees 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 of construction inside tree protection areas. 5.Damages to trees, shrubs, and other vegetation will be assessed by the Architect and Owner in accordance with the International Society of Arboriculture (ISA) Guide. 6.Trees or roots visibly damaged will cause the Owner to withhold from the Contractor an assessed amount conforming to the requirements stipulated above for a period of two years. After that period the impact of the damaged to any tree will be assessed accordingly. 7.If any trees or shrubs designated to be saved are damaged and replacement is required, 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 the Contractor. The total inch diameter of the replacement trees or shrubs shall equal the diameter of the tree or shrub to be replaced. The Contractor shall not be liable for any loss or damage which occurs while the Contractor is complying with instructions 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 as natural woodland spaces and are to remain as natural woodlands. Therefore, all construction operations must be performed in such a manner, which will preserve these existing natural environments as wood preserves. 9.Designated areas of trees, understory, and wildflowers are to remain untouched and unharmed. 10.Clearly mark all clearing limits in the field and accompany Architect on a joint review of clearing limits before clearing operations have commenced. Limit of clearing is generally defined as the limit of grading. 11.Galvanized chain link fencing, 4 feet high. Stakes for fencing shall be 8 feet galvanized steel posts, driven a minimum of 3 feet into the ground. Posts shall be spaced 10 feet on center maximum. 12.Prior to start of demolition work and clearing and grubbing operations, tree protection 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 be protected, 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 Landscape Architect or Arborist. 16.Suitable means for root pruning include,trenching, vibrating plow, and water jet pruning. Any method which tears roots or disturbs the soil beyond the grading limit is 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 as directed by the Landscape Architect. Refer to Section 02115, selective clearing. 19.Except as otherwise indicated or requested by Landscape Architect, temporary protection devices and facilities installed during course of the work shall be removed only after all work which may injure or damage trees and plants is completed. PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan 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 that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor 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 measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. (4) PA (3) PS MEADOW / CONSERVATION MIX SCALE OF FEET 20020 40 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 06/17/2022 ARCH NAME 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 02/28/2022 SD Pricing Package 07/22/2022 Design Development 08/12/2022 DRB Updates 09/30/2022 DRB Updates 10/19/2022 DRB Updates 10/24/2022 DRB Updates 11/03/2022 50% Constuction Doc. Review L1.4 PLANTING PLAN MATCHLINE: SEE SHEET L1.3 MATCHLINE: SEE SHEET L1.3 2 1" = 20'-0" OLD FARM ROAD SCREENING 1 1" = 20'-0" NORTH PLANTING PROGRESS SET NOT FOR CONSTRUCTION SEE CIVIL FOR ALL ROAD ALIGNMENTS, LIGHTING GRADES AND UTILITIES. UVMMC OSC OXYGEN FARM T I L L E Y D R I V E GENERATOR EMERGENCY CHILLER LAWN LAWN STORAGE SNOW SE E C I V I L D W G S GR A V E L W E T L A N D , CHILLER SE E C I V I L D W G S GR A V E L W E T L A N D , CONCR E T E S I D E W A L K S E E C I V I L PROPERTY LINE MEADOW / CONSERVATION SEED MIX LAWN SEED MIX WETLAND PA D CO N C R E T E LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN MEADOW / CONSERVATION MIX SE E C I V I L D W G S GR A V E L W E T L A N D , SE E C I V I L D W G S GR A V E L W E T L A N D , FARM O2 GEN. CHILLE R CHILLE R ELEVATED BERM DR A I N A G E S W A L E PA R K I N G SE R V I C E CO V E R E D D R O P O F F STORAGE SNOW SE E C I V I L D W G S GR A V E L W E T L A N D , LAWN CONSERVATION MIX SE E C I V I L D W G S GR A V E L W E T L A N D , MEADOW / CONSERVATION SEED MIX SEED MIX WETLAND E E E E B B B B B B BENCHBENCH BEN C H BE N C H BE N C H BE N C H BE N C H E B B B B BENCHBENCH E HH HH E E 35 - Y A R D C O M P A C T O R TR U C K HTR A S 35 - Y A R D C O M P A C T O R TR U C K HTR A S WB - 6 7 WB - 6 7 R40' R50' EL E C EL E C EL E C EL E C EL E C EL E C ELECELEC EL E C EL E C EL E C EL E C FU T U R E FU T U R E FU T U R E FU T U R E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 EL E C FU T U R E L1 EL E C FU T U R E L1 EL E C L1 EL E C L1 STORAGE SNOW ST O R A G E SN O W STORAGE SNOW ST O R A G E SN O W CONCRETE SIDEWALK SEE CIVIL CONCRETE SIDEWALK SEE CIVIL CO N C R E T E S I D E W A L K PE D E S T R I A N C R O S S I N G PE D E S T R I A N C R O S S I N G PE D E S T R I A N C R O S S I N G 9' TYP. 5' 8' T Y P . 8' 8' SEE CIVIL DWGS ASPHALT PAVING CO N C R E T E S I D E W A L K S E E C I V I L CO N C R E T E S I D E W A L K S E E C I V I L SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING 18' TYP.24' TYP. ONE-WAY PICKUP/DROP OFF DRIVE 18' TYP. 9' TYP. EXISTING SIDEWALK 24' TYP. ADA ADA ADA ADA ADA ADA ADA ADA T I L L E Y D R I V E SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING SEE CIVIL DWGS ASPHALT PAVING LOADING DOCKS TRASH COMPACTORS CELL FUTURE FUEL STAFF ENTRANCE SERVICE ENTRANCE GM Ga s m e t e r 50 ' f r o n t y a r d s e t b a c k 35 ' s i d e y a r d s e t b a c k (R 1 ) R e s i d e n t i a l 1 (I O ) I n d u s t r i a l - O p e n S p a c e (R1) Re s i d e n t i a l 1 (IO) In d u s t r i a l - O p e n S p a c e (R 1 ) R e s i d e n t i a l 1 (I O ) I n d u s t r i a l - O p e n S p a c e 35' sideyard setback35' sideyard setback 65' res i d e n t i a l s e t b a c k 65' r e s i d e n t i a l s e t b a c k Cl a s s I I I w e t l a n d Do n a l d & B a r b a r a N e f f N/ F L. J . W i l s o n & B . T . A r m s t o n g N/ F 1. 0 1 A C . 47 T i l l e y D r i v e Pi z z a g a l l i P r o p e r t i e s , L L C N/ F D ex . b u s h ex . P P Ap p r o x . e x . p o o l Ap p r o x . e x . h o u s e 6" INV. = 386.00 ex. recreation path ex . w o o d s ex . w o o d s / b r u s h ex . p p ex . p p ex. recreation path ex . w i n d m i l l ex . w a t e r a i r r e l e a s e m a n h o l e 50' w e t l a n d b u f f e r ex p o s e d l e d g e ex p o s e d l e d g e ex p o s e d l e d g e ex. 8" DI water main Dro p - o f f Loading Docks 4 A D A S p a c e s ON E W A Y Pic k - u p New Sidewalk re t a i n i n g w a l l 2 ADA Spac e s Patio bik e r a c k a r e a New Concrete Sidewalk New Sidewalk Pa t i o CHILLER se r v i c e e n t r a n c e Sto p Sto p b a r CHILLER St o p b a r re t a i n i n g w a l l Knee-wall re t a i n i n g w a l l Ne w H D c o n c r e t e p a d Sto p b a r SN O W ST O R A G E Pa t i o TR A N S . 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Ne w c o n c r e t e ( S e e S t r u c t u r a l ) In v . 3 7 9 . 0 wir e d f o r e l e c t r i c c h a r g i n g s t a t i o n ( L e v e l 1 - F u t u r e ) 2 p a r k i n g s p a c e s 2 p a r k i n g s p a c e s wir e d f o r e l e c t r i c c h a r g i n g s t a t i o n ( L e v e l 1 ) Ne w S c r e e n i n g w a l l (d e s i g n b y L a n d s c a p e A r c h . ) Ne w b o l l a r d s ( 4 ) "N o T r u c k A l l o w e d " Ne w S i g n s CL1 MH: 9 CL1 MH: 9 CL1 MH: 9 CL1 MH: 9 CL2 MH: 9 CL2 MH: 9 CL2 MH: 9 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL1 MH: 22 SL2 MH: 22 SL2 MH: 22 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL4 MH: 12 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SR1 MH: 11.99 SW1 MH: 9 SW1 MH: 9 SW1 MH: 9 SW1 MH: 9 SW1 MH: 9 SW1 MH: 9 SW2 MH: 18 SW2 MH: 18 SW2 MH: 18 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL4 MH: 12 SL3 MH: 12 SL3 MH: 12 SL3 MH: 12 SL4 MH: 12 SL4 MH: 12 SL4 MH: 12 SL4 MH: 12 SL3 MH: 12 SS1 MH: 1.5 SS1 MH: 1.5 SS1 MH: 1.5 SS1 MH: 1.5 SS1 MH: 1.5 SL3 MH: 12 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SL4 MH: 12 2.6 21.53.6 0.31.8 21.33.6 0.2 1.318.43.4 0.1 0.5 8.22.4 0.1 1.2 16.0 2.4 5.1 2.8 1.2 2.25.2 3.1 1.3 2.3 5.63.5 1.4 2.1 5.64.11.5 2.3 5.5 3.42.3 14.62.9 5.2 1.9 1.0 1.0 2.7 1.5 13.62.7 5.9 2.5 2.6 4.3 2.21.0 1.8 3.5 2.11.0 1.9 3.7 2.2 1.01.9 3.7 2.1 1.0 1.73.0 3.8 19.53.50.53.2 18.24.3 0.63.018.84.3 0.5 3.219.04.1 0.6 3.3 16.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.1 0.7 1.2 1.4 1.4 1.2 1.2 1.4 1.6 1.9 2.0 2.0 2.1 2.1 2.0 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.3 1.4 1.6 1.8 2.0 2.1 2.2 2.1 1.9 1.7 1.5 1.4 1.2 1.2 1.3 1.2 1.4 1.5 1.7 1.9 2.1 2.2 2.2 1.9 1.8 1.6 1.4 1.2 1.0 0.8 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.1 1.4 1.5 1.3 1.3 1.4 1.7 1.9 2.0 2.0 2.1 2.1 2.0 1.7 1.5 1.3 1.2 1.2 1.2 1.1 1.2 1.3 1.5 1.7 1.9 2.0 2.0 2.1 2.2 2.0 1.7 1.5 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.8 2.0 2.2 2.1 2.1 2.0 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 1.5 1.7 1.5 1.3 1.4 1.6 1.8 1.9 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.3 1.5 1.7 1.9 2.0 2.0 2.0 2.1 2.0 1.7 1.5 1.4 1.3 1.3 1.3 1.3 1.4 1.6 1.8 2.0 2.2 2.1 2.0 2.0 1.9 1.7 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 1.9 2.0 1.8 1.3 1.4 1.6 1.8 1.9 1.9 1.9 1.9 1.9 1.7 1.6 1.4 1.3 1.3 1.3 1.3 1.2 1.3 1.5 1.7 1.8 1.9 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.6 1.8 2.0 2.1 2.0 2.0 2.0 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 2.2 2.7 2.5 2.0 1.3 1.4 1.6 1.8 1.9 1.9 1.9 2.0 1.9 1.8 1.6 1.4 1.3 1.3 1.3 1.2 1.2 1.3 1.5 1.7 1.8 1.9 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.6 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 2.9 4.0 3.0 2.1 1.3 1.4 1.6 1.8 2.0 2.0 2.0 2.0 2.0 1.8 1.6 1.4 1.3 1.2 1.3 1.2 1.2 1.3 1.5 1.7 1.9 2.0 2.0 2.0 2.0 1.9 1.7 1.5 1.4 1.3 1.4 1.3 1.4 1.4 1.6 1.8 2.0 2.0 2.0 2.0 1.9 1.8 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.1 4.7 3.3 2.3 1.5 1.3 1.5 1.7 1.9 2.0 2.0 2.1 2.1 1.8 1.5 1.3 1.2 1.2 1.2 1.1 1.2 1.3 1.4 1.7 1.9 2.0 2.0 2.1 2.1 2.0 1.7 1.5 1.3 1.3 1.3 1.3 1.3 1.4 1.6 1.8 2.0 2.1 2.0 2.0 2.0 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 3.9 3.0 2.3 1.7 1.2 1.4 1.6 1.8 2.1 2.0 2.0 1.9 1.7 1.4 1.3 1.1 1.1 1.1 1.0 1.1 1.2 1.3 1.6 1.8 2.0 2.0 2.1 2.1 1.9 1.6 1.4 1.2 1.2 1.2 1.2 1.2 1.3 1.5 1.8 2.0 2.1 2.1 2.0 2.0 1.8 1.6 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 2.2 2.1 1.9 1.7 1.2 1.2 1.4 1.6 1.8 2.0 1.8 1.7 1.5 1.3 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.6 1.8 2.1 2.0 1.8 1.7 1.5 1.3 1.1 1.1 1.1 1.1 1.1 1.2 1.4 1.6 1.8 2.0 2.1 2.1 1.8 1.6 1.4 1.2 1.0 0.8 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.1 1.4 1.5 1.4 1.1 1.2 1.4 1.5 1.6 1.6 1.8 1.6 1.4 1.2 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.7 1.8 1.9 1.7 1.5 1.3 1.2 1.0 1.0 1.0 1.0 1.0 1.1 1.3 1.5 1.7 1.8 2.0 1.9 1.6 1.4 1.3 1.1 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 1.2 1.2 1.1 1.1 1.3 1.4 1.4 1.4 1.6 1.5 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.3 1.5 1.5 1.5 1.6 1.7 1.5 1.2 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.4 1.6 1.7 1.6 1.6 1.6 1.4 1.2 1.0 0.8 0.7 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.2 1.3 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 1.0 1.1 1.3 1.3 1.3 1.4 1.4 1.3 1.1 0.9 0.9 0.8 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.5 1.4 1.4 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0 1.1 1.1 1.1 1.2 1.2 1.1 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.1 1.2 1.3 1.2 1.2 1.2 1.1 1.0 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PE D E S T R I A N C R O S S I N G SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 SS1 MH: 2 2.6 21.5 3.6 0.3 1.8 21.3 3.6 0.2 1.3 18.4 3.4 0.1 0.5 8.2 2.4 0.1 1.2 16.0 2.4 5.1 2.8 1.2 2.2 5.2 3.1 1.3 2.3 5.6 3.5 1.4 2.1 5.6 4.1 1.5 2.3 5.5 3.4 2.3 14.6 2.9 5.2 1.9 1.0 1.0 2.7 1.5 13.6 2.7 5.9 2.5 2.6 4.3 2.2 1.0 1.8 3.5 2.1 1.0 1.9 3.7 2.2 1.0 1.9 3.7 2.1 1.0 1.7 3.0 3.8 19.5 3.5 0.5 3.2 18.2 4.3 0.6 3.0 18.8 4.3 0.5 3.2 19.0 4.1 0.6 3.3 16.4 1.2 1.3 1.9 0.2 0.0 5.8 6.4 6.9 7.6 5.4 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.3 0.2 0.2 Calculation Summary Label Avg - FC Max - FC Min - FC Avg/Min Max/Min ADA RAMP 4.56 21.5 0.1 45.60 215.00 ENTRY DRIVE 1.54 4.7 0.2 7.70 23.50 FRONT DROP-OFF & ADA PARKING 2.83 14.0 0.6 4.72 23.33 LOADING DOCK 3.83 9.3 0.8 4.79 11.63 PARKING - LARGE NORTH LOT 1.38 4.7 0.4 3.45 11.75 SIDE PARKING 2.06 4.4 0.6 3.43 7.33 Luminaire Schedule Qty Label Wattage Luminaire Lumens LLF BUG Rating Description 4 CL1 55.67 4041 0.900 B2-U0-G0 SELUX ICL-9-4QS-30-FINISH-VOLT-MS 3 CL2 28.49 2047 0.900 B0-U0-G0 SELUX ICL-9-2Q90-30-FINISH-VOLT-MS 9 SL1 135.1 17413 0.900 B5-U0-G3 GARDCO 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 AFG 2 SL2 55.7 5579 0.900 B1-U0-G2 GARDCO 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 AFG 20 SL3 40 4292 0.900 B1-U0-G2 GARDCO 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 AFG 7 SL4 40 4421 0.900 B1-U0-G2 GARDCO 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 AFG 27 SR1 19.6 1780 0.900 B1-U0-G1 SELUX L1R1-1C20-930-MI-RC-04-FINISH-U-DIM Recessed in Canopy @ 12ft AFG 17 SS1 4 162 0.900 B0-U1-G0 PERFORMANCE IN LIGHTING IN0-CL-4-FINISH-3K-VOLT-NA Recessed in Ramp Wall @ 24'' AFG 6 SW1 22.2 2389 0.900 B1-U0-G1 GARDCO 121-16L-400-WW-G4-4-VOLT-BL-IMRI3-PCB-FINISH Mounted to Building @ 9ft AFG 3 SW2 70.2 7732 0.900 B1-U0-G2 GARDCO 121-32L-700-WW-G4-4-VOLT-BL-IMRI3-PCB-FINISH Mounted to Building @ 18ft AFG JOB NAME: UVM OUTPATIENT SURGERY CENTER - SITE DATE: 9/2/2022 APEX LIGHTING SOLUTIONS REFLECTANCES: NONE USED WORKPLANE: @ GRADE LIGHTING The point where all ascending lines converge SOLUTIONS SCALE : DATE: DRAWN BY: SHEET: SL-1E 1"=30'-0" 9/2/2022 DC Some differences between measured values and calculated results may occur due to NOTE 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 Data For 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 practice DRAWING TITLE: PROJECT TITLE: UVM OUTPATIENT SURGERY CENTER SITE LIGHTING POINT CALCULATION CONNECTICUT MASSACHUSETTS RHODE ISLAND MAINE NEW HAMPSHIRE VERMONT PHONE: 877-886-2843 FAX: 877-886-2844 www.apexltg.com RAMP 1 - SCALE: 18" = 1'-0" .3 Revision: 4/17/2024 Removed Proposed Main Entry Sign 363 360 360 365 365 365 365 365 EV EV 370 375 375 380 380 New Building OSC 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 38 8 389 395 397 398 39 4 3 8 3 38 2 3 7 9 37 8 x3 6 8 . 1 t o p b e r m x380.1 top berm 378 3 8 4 38 5 3 8 6 38 7 38 8 38 9 39 0 39 1 383 CB CB 38 0 3 8 1 STMh 37 7 CB CB CB CB CB CB CB CB CB CB CB 375 CB CB 382 39 2 39 3 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 3 9 9 400 401 402 403 404 405 396 CB CB CB CB 3 9 2 3 9 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 CB 390 386 38 5 3 9 4 3 9 3 38 3 39 2 3 9 3 3 9 5 39 4 New SMh 39 3 40 0 ForebayWetland Cell 1-1 Wetland Cell 1-2 363 367 363364365 366 367368 368 366 365362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380 375 370 378 39 9 40 1 4 0 2 39 9 3 9 5 39 8 39 7 39 6 375 CB CB CB CB CB CB 400 405 396 400 402 40 7 390 385 381 New Storage Tank CB CB New SMh DMh #2 DMh #1 CB CB 394 CB CB CB EE ELECELECELECELEC E ELECELEC STMh EELE C EL E C 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 375 380 GM Gas meter 4 0 4 39 0 36 8 370 CB YD YD 381 39 0 39 5 394 STMh STMh 376 CB 380 383 384 387 385 393 CB B B B B B B BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH E ELEC ELEC ELEC ELEC FUTUREFUTURE FUTUREFUTURE B B B +4 1 6 . 1 +3 9 6 +397 +398 395 394 393 390 387 4 1 6 41 0 41 4 4 1 5 B BE N C H BE N C H E 380 FDC CB CB CB HH HH FD FD CB CB CB CB On-Site soil may be reused for gravel wetland berm if material is protected from weather/precipitation and not allowed to become plastic. 12" SDR35 storm E E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 39 1 393 392 38 0 377 378 379 38 0 WS #2 WS #1 375 360 hy d . # 7 3 1 hy d . # 6 6 7 hyd . # 6 6 6 386 387 New Oxygen service (See Design by MEP) 4 1 1 FUTURE PARKING 5 Spaces FUTURE PARKING 3 Spaces NO T F O R CO N S T R U C T I O N PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ ARCH NAME ST-1.0 POST DEVELOPMENT STORMWATER PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 1 02/28/2022 SD Pricing Package FOR COORDINATION ONLY NOT FOR CONSTRUCTION SEE NOTES ON SHEET C-1.1 SEE LEGEND ON SHEET C-1.2 New Impervious Not-Treated (0.002 ac) WS #1 New Impervious (2.78 ac) WS #2 New Impervious (1.91 ac) New Impervious Not-Treated (1.91 ac) Existing Impervious To be collected and treated for Site Balancing (0.04 ac) (Area included in Site Area) 06/15/2022 PERMIT SET Post Tc Post Tc Pre-development Tc 363 360 360 365 365 365 365 365 EV EV 370 375 375 380 380 New Building OSC 390 391 392 393 394 38 7 382 3 8 3 384 385 387 388 389 390 391 392 38 8 389 395 397 398 39 4 3 8 3 38 2 3 7 9 37 8 x3 6 8 . 1 t o p b e r m x380.1 top berm 378 38 4 38 5 3 8 6 38 7 38 8 38 9 39 0 39 1 383 CB CB 38 0 3 8 1 STMh 37 7 CB CB CB CB CB CB CB CB CB CB CB 375 CB CB 382 39 2 39 3 394 39 4 39 0 38 7 400 401 402 403 404 405 39 6 W 397 398 399 395 396 397 398 3 9 9 400 401 402 403 404 405 396 CB CB CB CB 3 9 2 3 9 4 3 9 6 3 9 5 3 9 1 391 392 393 394 395 396 397 398 39 3 391 CB 390 386 38 5 3 9 4 3 9 3 38 3 39 2 3 9 3 3 9 5 39 4 New SMh 39 3 40 0 ForebayWetland Cell 1-1 Wetland Cell 1-2 363 367 363364365 366 367368 368 366 365362 Forebay Wetland Cell 2-1 Wetland Cell 2-2 380 375 370 378 39 9 40 1 4 0 2 39 9 3 9 5 39 8 39 7 39 6 375 CB CB CB CB CB CB 400 405 396 400 402 40 7 390 385 381 New Storage Tank CB CB New SMh DMh #2 DMh #1 CB CB 394 CB CB CB EE ELECELECELECELEC E ELECELEC STMh EEL E C EL E C 40 3 38 9 39 3 39 0 38 5 38 7 3 8 1 38 0 37 8 376 375 380 GM Gas meter 4 0 4 39 0 36 8 370 CB YD YD 381 39 0 39 5 394 STMh STMh 376 CB 380 383 384 387 385 393 CB B B B B B B BE N C H BE N C H BENCH BENCH BENCH BENCH BENCH E ELEC ELEC ELEC ELEC FUTUREFUTURE FUTUREFUTURE B B B +4 1 6 . 1 +3 9 6 +397 +398 395 394 393 390 387 4 1 6 41 0 41 4 4 1 5 B BE N C H BE N C H E 380 FDC CB CB CB HH HH FD FD CB CB CB CB On-Site soil may be reused for gravel wetland berm if material is protected from weather/precipitation and not allowed to become plastic. 12" SDR35 storm E E L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 ELEC FUTURE L1 ELEC FUTURE L1 ELEC L1 ELEC L1 39 1 393 392 38 0 377 378 379 380 375 360 hy d . # 7 3 1 hy d . # 6 6 7 hyd . # 6 6 6 386 387 New Oxygen service (See Design by MEP) 4 1 1 FUTURE PARKING 5 Spaces FUTURE PARKING 3 Spaces NO T F O R CO N S T R U C T I O N PR O J E C T : ORIG SUBMISSION: CURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 02/28/2022 SD Pricing Package ARCH NAME ST-2.0 POST DEVELOPMENT STORMWATER MAINTENANCE PLAN 20 2 1 0 7 3 / K L p r o j e c t # 2 1 2 0 2 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R ARCH ## UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL ENGINEERING KREBS & LANSING 164 Main St. Colchester, Vt. 05446 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 1 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 1 02/28/2022 SD Pricing Package LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED STORM LINE/MANHOLE/BASIN NEW CONCRETE WALK NEW BUILDING NEW ASPHALT & SUBBASE GRAVEL WETLAND #2, 1.INSPECT FOR PROLONGED STANDING WATER AFTER RAIN EVENTS. INSPECT GRATES AND OBSERVATION PORTS. 2.INSPECT VERTICAL INLET PIPE TO CONFIRM STANDING WATER IS APPROXIMATELY 12" BELOW TOP OF PIPE ELEVATION 3.INSPECT FOR EROSION, ACCUMULATED SEDIMENT, AND ENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT AND REPLACE PLANTS AS NECESSARY. 4.INSPECT OUTLET STRUCTURE TO ENSURE GOOD CONDITION AND NO CLOGGING. OBSERVE AREAS OF VEGETATION FOR EROSION OR BARE SOIL. REPAIR AS NECESSARY OBSERVE STORM PIPE OUTFALL FOR EROSION OR BARE SOIL. REPAIR AS NECESSARY CATCH BASINS IN VEGETATED AREAS: - INSPECT AREA AROUND FRAME & GRATE FOR SIGNS OF EROSION. REPAIR AS OBSERVED - INSPECT SEDIMENT LEVELS IN STORM STRUCTURE SUMPS. REMOVE SEDIMENT WHEN LEVEL EXCEEDS HALF THE SUMP DEPTH. OBSERVE AREAS OF VEGETATION FOR EROSION OR BARE SOIL. REPAIR AS NECESSARY GRAVEL WETLAND #1, 1.INSPECT FOR PROLONGED STANDING WATER AFTER RAIN EVENTS. INSPECT GRATES AND OBSERVATION PORTS. 2.INSPECT VERTICAL INLET PIPE TO CONFIRM STANDING WATER IS APPROXIMATELY 12" BELOW TOP OF PIPE ELEVATION 3.INSPECT FOR EROSION, ACCUMULATED SEDIMENT, AND ENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT AND REPLACE PLANTS AS NECESSARY. 4.INSPECT OUTLET STRUCTURE TO ENSURE GOOD CONDITION AND NO CLOGGING. No trees or wood vegetation shall be allowed to grow within 25 feet of the spillway OBSERVE AREAS OF VEGETATION FOR EROSION OR BARE SOIL. REPAIR AS NECESSARY OBSERVE SEDIMENT LEVEL IN PRETREATMENT FOREBAY. REMOVE SEDIMENT AND RESTORE TO 24" DEPTH WHEN FOREBAY WATER DEPTH IS 12" OR LESS OBSERVE AREAS OF VEGETATION FOR EROSION OR BARE SOIL. REPAIR AS NECESSARY EV EV New Building OSC 390 391 392 393 394 38 7 387 388 389 390 391 392 388 389 395 397 398 39 4 39 2 39 3 394 39 4 39 0 38 7 W 395 396 397 398 39 9 396 397 398 39 3 391 390 39 4 39 3 40 0 39 9 40 1 400 EEL E C ELE C 394 393 B B B B BEN C H BE N C H BENCH BENCH BENCH BENCH BENCH B +3 9 6 +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 HH HH 39 1 393 392 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 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'- 1 0 " 24 ' - 4 " 13 ' - 4 " 25 ' - 2 " 24 ' - 4 " 13 ' - 4 " 25 ' - 2 " 24 ' - 6 " 14 ' - 0 " 23 ' - 8 " 19 ' - 8 " 1'- 4 " 8'- 0 " 21 9 ' - 0 " 1' - 4 " 30 ' - 0 " 26 ' - 2 " 28 ' - 1 0 " 11 ' - 0 " 10 ' - 1 0 " 22 ' - 0 " 16 ' - 5 " 10 ' - 1 " 16 ' - 2 " 13 ' - 1 0 1 / 8 " 8' - 8 " 12 ' - 8 " 20 6 ' - 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.xx TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A1.01 FLOOR PLAN- UPPER LEVEL 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 PROJECT 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. G007 HA Z A R D S T O R . ( W E T ) G0 1 4 COMPACTORS 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 HA Z . M A T ( D R U G ) G0 1 5 CLEAN 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'- 1 0 " 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.xx TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A1.U1 FLOOR PLAN- LOWER LEVEL 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c tu r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 PROJECT 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 " / 1 2 " 10.5 WALKING PAD TYP. WALKING PAD TYP. RI D G E L I N E STAFF 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 RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E R I D G E L I N E RI D G E L I N E R I D G E L I N E RI D G E L I N E R I D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E R I D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E ENTRY 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.xx TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A2.01 ROOF PLAN 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c tu r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 PROJECT 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 PANE 15 ' - 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 WALL 11 ' - 0 " STONE WALL CAP CLCL6'-3 1/4"18'-8"24'-11 1/4" TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A4.01 EXTERIOR ELEVATIONS 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e4 h a r c h i t e c t u r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 3/32" = 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" TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A4.02 EXTERIOR ELEVATIONS 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c tu r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 3/32" = 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.39 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A5.00 BUILDING SECTIONS 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c tu r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 3/32" = 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 " VA R I E S 8" 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 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E PR O J E C T : ORIG SUBMISSION:NOT FOR CONSTRUCTIONCURRENT: SHEET TITLE AND NUMBER: DATE DESCRIPTION∆ 07/22/2022 Design Development E4H A5.10 WALL SECTIONS 20 2 1 0 7 3 xxxx.xx.xx OU T P A T I E N T S U R G E R Y C E N T E R 2021073 UV M H E A L T H N E T W O R K LO T 6 ; T I L L E Y D R I V E SO U T H B U R L I N G T O N , V T 0 5 4 0 3 CIVIL 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 88 8 . 7 8 1 . 8 4 4 1 © 2 0 2 2 E 4 H - E n v i r o n m e n t s F o r H e a l t h , L L C e 4 h a r c h i t e c tu r e . c o m 18 5 T a l c o t t R d , W i l l i s t o n , V T 0 5 4 9 5 80 2 . 8 7 8 . 8 8 4 1 3/4" = 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. G024 STERILE STORAGE G039 WOMENS LOCKERS G036 ALL GENDERS G037 MENS LOCKERS G038 __________________________________________________________________2 DASK.0 __________________________________________________________________3 DASK.0 __________________________________________________________________4 DASK.0 __________________________________________________________________5 DASK.0 STAFF ENTRY BIKE STORAGE WOMEN'S SHOWER ALL GENDER SHOWER MEN'S SHOWER BIKE STOR. WALL MOUNTED BIKE STORAGE RACKS, TYP. ADA SHOWER SHOWER ALL GENDERS SHOWER ADA SHOWER SHOWER OUTPATIENT SURGERY CENTER Burlington, VT University of Vermont Health NetworkBIKE STORAGE AND SHOWERS ENLARGEMENT 1/16" = 1'-0"1 PARTIAL LOWER LEVEL PLAN 1/4" = 1'-0"2 BIKE STORAGE 1/4" = 1'-0"3 WOMEN'S SHOWER 1/4" = 1'-0"4 ALL GENDER SHOWER 1/4" = 1'-0"5 MEN'S SHOWER 9/16/2022