UVM RECITAL HALL_Issued for Zoning Permit 2019.04.23

Prior to making connections to the existing sanitary system and prior to ordering materials, the Contractor shall be responsible for confirming all pipe information.. Prior to making con

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sheet title:

sheet no.

scale:

project no.

checked by:

drawn by:

proj date:

sheet date:

17-1206 TMS AS 04/23/2019

COVER SHEET

A0.0

ISSUED FOR ZONING PERMIT

04/23/2019

UNIVERSITY OF VERMONT RECITAL HALL EXPANSION & RENOVATION PROJECT

UNIVERSITY OF VERMONT REDSTONE CAMPUS

392 SOUTH PROSPECT STREET BURLINGTON, VT 05401

Associate Architect

DLR Goup/Westlake Reed Leskosky

1422 Euclid Ave, Suite 300 Cleveland, Ohio 44115

Raymond Kent R.Kent@dlrgroup.com

Electrical Engineer

Pearson & Associates

PO Box 610

174 Thomas Lane Stowe, VT 05672 P: (802) 253-8211 F: (802) 253-9290 Alan Gould, P.E.

E: alan.g@pearsonandassociates.com

Structural Engineer

Engineering Ventures

208 Flynn Avenue, Suite 2A Burlington, VT 05401

P: (802) 863-6225 Paul A Hobbs, P.E.

E: paulh@engineeringventures.com

Owner

University of Vermont Facilities Design and Construction Marsh Hall, Suite 10

31 Spear Street Burlington, VT 05402 P: (802) 656 -3291 F: (802) 656-3291

Architect

Scott + Partners, Inc., Architects

7 Carmichael St, Suite 102 Essex, VT 05452

P: (802) 879-5153 F: (802) 872-2764 E: Tyler@scottpartners.com

Civil Engineer

Krebs and Lansing Consulting Engineers, Inc

164 Main Street, Suite 201 Colchester, VT 05446

P: (802) 878-0375 F: (802) 878-9618 Bill Nedde, P.E.

E: bill.nedde@krebsandlansing.com

Mechanical Engineer

Slade Engineering

18 Claredon Ave Montpelier, VT 05602 P: (802) 777-3198 David Slade, P.E.

E: david@sladeengineering.com

PROJECT LOCATION:

1-GENERAL

2-SITE

3-CIVIL

5-ARCHITECTURAL

DRAWINGS:

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1 WHERE DIRECTED, INSULATE CAVITY WALLS WITH 4-1/2" OF SPRAY APPLIED CLOSED CELL FOAM INSULATION ON EXTERIOR OF PLYWOOD WALL SHEATHING INSTALL 1-1/2" FOIL FACED POLY ISOCYANURATE RIGID FOAM INSULATION

2 INSULATED ABOVE ROOF SHEATHING WITH 10" OF POLYISOCYANURATE RIGID FOAM INSULATION

MINIMUM R VALUE TO EQUAL R-60 PER MFR AGED VALUES

3 UNDER SLAB AND SLAB PERIMETER ARE TO BE INSULATED WITH A MINIMUM OF 2 INCHES OF RIGID INSULATION (MINIMUM 2 PCF POLYSTYRENE RATED FOR EARTH CONTACT) SEE STRUCTURAL DRAWINGS FOR RECOMMENDED LOAD RATING AND ADDITIONAL INSULATION REQUIREMENTS

WHERE A DISCREPANCY IN QUANTITY APPEARS PROVIDE THE HIGHEST INSULATION VALUE REQUESTED

4 INSULATION CONTRACTOR AND OR GENERAL CONTRACTOR ARE TO PROVIDE ALL AIR SEALING MEASURES:

5 GENERAL AIR SEALING MEASURES WILL BE INSTALLED THROUGH THE USE OF INDUSTRY STANDARD MATERIALS AND TECHNIQUES, INCLUDING: USE OF MINIMUM EXPANDING FOAM AND RIGID MATERIALS TO SEAL CRACKS GAPS AND VOIDS, AND USE OF PRESSURE DIFFERENTIAL DIAGNOSTIC TECHNIQUES TO LOCATE AIR LEAKAGE PATHS GC IS TO PROVIDE A MINIMUM OF ONE BLOWER DOOR TEST PRIOR TO INSTALLATION OF DRYWALL AND ONE BLOWER DOOR TEST AFTER DRYWALL INSTALLATION OR AS MANY TESTS ARE REQUIRED UNTIL APPROVED AIR LEAKAGE RATES ARE MET BLOWER DOOR CONTRACTOR IS TO BE A TRAINED AND QUALIFIED TECHNICIAN FROM AN INDEPENDENT TESTING ORGANIZATION APPROVED BY THE OWNER AND ARCHITECT

6 AIR LEAKAGE RATE IS BLOWER DOOR TESTED AND SHOWN TO BE NO MORE THAN 0.40 CFM50/SQ.FT OF EXTERNAL, ABOVE GRADE BUILDING SHELL SURFACE AREA

7 ALL INTERIOR BUILDING EXPOSED FOAM INSULATION IS TO BE SEPARATED FROM THE BUILDING INTERIOR BY AN APPROVED THERMAL BARRIER OF 1/2" GYPSUM WALLBOARD, APPROVED INTUMESCENT PAINT OR EQUIVALENT THERMAL BARRIER MATERIAL TO PROVIDE AN APPROVED 15 MINUTE MINIMUM FIRE PROTECTION RATING

8 AIR SEALING WILL INVOLVE (BUT NOT LIMITED TO) EFFECTIVE SEALING WITH APPROPRIATE PRODUCTS IN THE FOLLOWING AREAS:

INSULATION AND AIR SEALING NOTES:

A ALL PLUMBING, ELECTRICAL, ELECTRICAL BOX, KITCHEN FAN DUCT OR BATH FAN DUCT PENETRATIONS IN EXTERIOR WALLS AND ATTIC WITH CAULK OR MINIMALLY EXPANDING FOAM

B SEALING THE GAP BETWEEN THE TOP PLATES OF INTERIOR AND EXTERIOR WALLS AND CEILING SHEET ROCK IN THE TOP STORY WITH CAULK OR MINIMALLY EXPANDING FOAM

C BOTTOM EDGE OF SHEET ROCK SEALED TO SUB FLOOR OR SLAB ON EXTERIOR WALLS WITH MINIMALLY EXPANDING FOAM

D METAL BATH FAN HOUSINGS SEALED TO SHEET ROCK WITH CAULK OF MINIMALLY EXPANDING FOAM

E AROUND WINDOW AND DOOR ROUGH OPENING, MINIMALLY EXPANDING FOAM WITH BEAD SIZE TO SEAL WINDOW FRAME TO ROUGH OPENING, DO NOT TRY TO FILL DEPTH OF GAP

F INSULATING CONTRACTOR SHOULD COORDINATE AIR SEALING WORK WITH GENERAL CONTRACTOR THE GC IS TO ENSURE COMPLETE AND THOROUGH AIR SEALING

G ALL WINDOWS SHALL HAVE AN NFRC U VALUE RATING OF 35 OR LESS, AND A SOLAR HEAT GAIN COEFFICIENT (SHGC) OF 55 OR LESS AND ARE ENERGY STAR LABELED FOR

NORTHERN CLIMATE

DOOR NUMBER

ROOM NUMBER ROOM NAME

AREA

A4.1

DRAWING NUMBER SHEET NUMBER

DOOR TAG

ROOM TAG

SECTION MARK

EXTERIOR ELEVATION

DETAIL

DETAIL SECTION

1 A8.1

1

2

3

4

DETAIL NUMBER, TYP

INTERIOR ELEVATION

WINDOW TYPE

WINDOW TAG

WALL TYPE

WALL TAG

FLOOR FINISH TAG

FLOOR MATERIAL

SYMBOL LEGEND

1t 1i

1 A101 SIM

1

A101

Room name

101

150 SF

Floor Material Floor

Material

###

PAPER TOWEL DISPENSER

MIRROR OVER SINK (DIM TO

REFLECT.SURF.)

SOAP DISPENSER

SANITARY NAPKIN DISP +

RECEPTACLE

RECEPTOR

NURSE CALL

MED GASES

COAT HOOKS

DISPENSER

X-RAY VIEW BOX

BRACKET

TOILET PAPER DISPENSER

7" - 9"

MIRROR (DIM TO REFLECT.SURF.)

MOUNTING HEIGHTS FOR EQUIPMENT & ACCESSORIES

TUB - BACK WALL

HEAD END WALL CONTROL

END WALL

BACK WALL

1' - 0" 2' - 0" 2' - 0"

TUB - PLAN

2' - 0"

TUB - END WALL

REQUIRED BLOCKING & GRAB BAR LOCATIONS:

4' - 6"

3' - 6"

1' - 0"

2' - 0"

3' - 0"

SIDE WALL

BACK WALL 6" 4' - 2" 6"

X 8

ROLL-IN SHOWER BACK WALL

ROLL-IN SHOWER ROLL-IN SHOWER

END WALL

6"

4"

4" 4"

1' - 6"

NOTES:

1 VT ACCESS RULES REQUIRES BLOCKING IN ALL APARTMENT UNITS

2 IT IS ASSUMED THAT TUB/SHOWER UNITS FOR ALL APARTMENTS WILL BE PURCHASED WITH INTEGRAL BLOCKING

3 ALL FIRST FLOOR APARTMENTS, EXCEPT THE ADA APARTMENT(S) WILL BE

CONSIDERED ADAPTABLE AND NEED TO MEET THE STATE OF VERMONT

ACCESSIBILITY REQUIREMENTS (THIS INCLUDES ANY UPPER FLOOR UNITS ACCESSED BY AN ELEVATOR.)

4 THE DESIGNATED ADA APARTMENT(S) MUST MEET CURRENT ADA REQUIREMENTS

5 ALL OTHER APARTMENTS MUST MEET THE STATE OF VERMONT RULES FOR

VISITABILITY

sheet title:

sheet no.

scale:

project no.

checked by:

drawn by:

proj date:

sheet date:

As indicated

17-1206 TMS AS 04/23/2019

GENERAL NOTES

AND ABBREVIATIONS

A0.1

ISSUED FOR ZONING PERMIT

04/23/2019

ACT Acoustic Ceiling Tile

Area Drain

ARCH Architect/Architectural

Construction Joint

EIFS Exterior Insulation

+ Finish System

ELEC Electric or Electrical

Fire Damper

ABBREVIATIONS

FFE Finished Floor Elevation

Paneling

Handicap Accessible

HVAC Heating, Vent & A/C

Landlord Installed

Tenant Installed

Contractor Installed

Installed

PREFAB Prefabricated

REBAR Reinforcing Bar

Acoustical Tile

SPR HD Sprinkler Head

STRUCT Structural

T&G Tongue and Groove

Landlord Installed

Tenant Installed

Otherwise

GENERAL NOTES:

1 GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO STARTING ANY WORK

2 DIMENSIONS TO EXISTING CONSTRUCTION SHALL BE TO FACE OF SURFACE MATERIAL, UNLESS OTHERWISE NOTED OR INDICATED

3 DIMENSIONS TO NEW CONSTRUCTION SHALL BE TO FACE OF STUD OR FRAMING, UNLESS OTHERWISE NOTED OR INDICATED

4 PATCH AND REPAIR ALL SURFACES/MATERIALS THAT ARE DAMAGED BY DEMOLITION PATCH AND REPAIR ANY CRACKS, DINGS, HOLES, ETC., NOT RELATED TO DEMOLITION, AT ALL EXPOSED SURFACES SCHEDULED TO BE PAINTED SEE SPECIFICATIONS

5 ALL NEW GWB WALLS SHALL BE FULL HEIGHT, FROM SUBFLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OR OTHERWISE INDICATED

6 ALL NEW GWB WALLS SHALL BE TAPED, SMOOTH FINISHED, AND PAINTED W/ (1) COAT OF LATEX PRIMER AND (2) COATS OF LATEX EGGSHELL PAINT, COLORS TO BE SELECTED BY ARCHITECT

7 CONTRACTOR SHALL COMPLETELY PAINT ALL ROOMS WITH ANY NEW WORK OCCURRING IN THEM UNLESS NOTED OTHERWISE

8 ALL FIRE RATED WALL AND DECK PENETRATIONS TO BE FIRESEALED AND DRAFT STOPPED

9 ALL FLOOR/CEILING (DECK) ASSEMBLIES TO BE SMOKE TIGHT SEAL ALL HOLES, GAPS AND AROUND ALL EXISTING AND NEW PENETRATIONS

10 PROVIDE DAMPERS IN ALL DUCTWORK THAT PENETRATES FLOOR ASSEMBLIES COORDINATE WITH MECHANICAL THEREFORE- DUCT SHAFTS DO NOT NEED TO BE RATED AND MAY BE BUILT ONE-SIDED

11 SURFACE MOUNTED CONDUIT WILL BE ALLOWED AT EXISTING WALLS WHERE SNAKING/ FISHING IS NOT ACHIEVABLE ALL PROPOSED SURFACE MTD CONDUIT SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION

12 COORDINATE SEQUENCING OF EXTERIOR REPAIRS, NEW WORK AND WINDOW REPAIR/REPLACEMENT WORK

13 COORDINATE WORK WITH EXISTING PERIMETER DRAINAGE SYSTEM MODIFY AS NECESSARY AT NEW ADDITION RECONNECT TO EXISTING DISCHARGE LOCATION IF A NEW LOCATION IS REQUIRED, COORDINATE WITH CIVIL (SEPARATE CONTRACT)

14 CLOSET SHELVING: WHERE SHOWN, SHELVING SHALL BE 3/4" VENEER PLYWOOD WITH SOLID WOOD NOSE ON ADJUSTABLE BRACKETS - HEAVY DUTY KV DBL SLOTTED 4 SHELVES HIGH

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TP-4' Deep TP-1.5' Deep

TP-0.5' Deep TP-1' Deep

TP-0.5' Deep

Inv 427.5 (Power and controls in same trench) (See Elec deawings) 6" PVC

TP #11

TP #10

(ledge @ 430.8) (ledge @ 432.7)

Notes

1 This plan is not a boundary survey Property line shown are based on digital information provided by UVM are considered approximate

2 The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 2017 and the following:

- Limited secondary electric and site lighting electric is shown based on Utility Master Plan mapping provided by UVM Other secondary and site lighting electrical may be present on site and is not warranted to be exact or complete

- Water: Waterlines are based on visible evidence found during the survey and digital utility mapping provided by the University of Vermont

- Sewer: Sanitary sewer mains are shown from manhole to manhole as located during the survey Sanitary service lines are shown based on digital utility mapping provided by the University of Vermont Sewer pipe elevations, type, and sizes were measured during the survey Pipe information is not always evident from visual observations Prior to making connections to the existing sanitary system and prior to ordering materials, the Contractor shall be responsible for confirming all pipe information

- Storm: Storm pipes are shown from manhole to manhole as located during the survey

Stormwater service lines are shown based on digital utility mapping provided by the University of Vermont Storm pipe elevations, type, and sizes were measured during the survey Pipe information is not always evident from visual observations Prior to making connections to the existing storm system and prior to ordering materials, the Contractor shall

be responsible for confirming all pipe information

- PBX: PBX telecommunications conduits are based on Utility Master Plan digital mapping provided by the University of Vermont

- Steam: Steam lines are based on Record drawings and Utility Master Plan digital mapping provided by the University of Vermont

3 Underground utilities are approximate and not warranted to be exact or complete Dig Safe shall be contacted prior to any excavation DigSafe may not mark private utilities It is the Contractors responsibility to mark private utilities (other than PBX) Secondary electric is not shown on this plan

4 Elevations are based on the NAVD 88 vertical datum

5 Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch

6 Building roof lines are taken from orthophoto topography by the Sells Mapping Company

EX-1

University of Vermont

Consultant

K L

& Krebs & Lansing Consulting Engineers, Inc.164 Main Street, Suite 201

Colchester, VT 05446 T: (802) 878-0375 F: (802) 878-9618 email@krebsandlansing.com

EXISTING CONDITIONS

PLAN

Recital Hall Expansion and Renovation

Issued for Design Development 01/15/19

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COOLIDGE HALL

402 S PROSPECT ST

0332

12"

12" PVC SDR35 433

ST

434

432

433 434

434

434 433

VAN

434

BL

6'

Consultant

K L

OVERALL SCHEMATIC SITE PLAN

H H Building Addition

Potential LEED limits (Area = 34,200sf.) Potential LEED limits

SP-1

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TP-4' Deep TP-1.5' Deep

TP-0.5' Deep TP-1' Deep

TP-0.5' Deep

x433.90

x434.89FFE 434.88 x

x434.67

x434.31

x 434.26

x433.3

433.35x

433.18 x

x433.77

x434.20

433.37x

TP #11

TP #10

(ledge @ 430.8)

(ledge @ 432.7)

12"

12" PVC SDR35 433

x434.53 x434.39

x433.80

x434.41

x432.60 x433.10

ST 433.5 x

x433.7

434

434.88x

431.83 x

x431.73

x434.70

x434.30

x434.4

x434.5

x434.80 434

432

433

434.5 x 434

434

x434.17

x434.20

433.50 x

433

433.25x

VAN

x432.9

434.78 x

434.68 x

434

BL

6' x433.52

x 433.92

434.04x

x433.56 x433.56

434.25x

434.31x

x 433.97

434.36x 434.42x

x433.92

x433.79 433.43x

x 433.93

434.42x

434.44x

434.26x

434.09x

434.46x

434.60x

150

x363.9

12" PVC SDR35

LEGEND

BL

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, and 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 UVM 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 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

4 The Contractor shall contact the Burlington Electric Department prior to any work in the vicinity of the existing electric conduits

5 This project requires coverage under an Individual Construction Stormwater Discharge Permit and the City of 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

6 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

7 See SP-3 for Post Construction Soil Restoration Plan

13 The Contractor shall be responsible for all signage and construction barrier/safety fencing necessary for providing safe vehicular and pedestrian access through or around the site during construction

14. Contractor shall be responsible for all costs of importing and placing topsoil and/or compost necessary to complete the project Contractor shall test topsoil for approval by the Owner and Engineer

15 All sewer and storm pipes shall be PVC SDR 35 unless otherwise noted

16 Core and boot all existing structures unless otherwise noted

17 All new catch basins and sanitary sewer manhole must have one 6" precast concrete grade ring

18 Contractor shall contact UVM Risk Management Training and Compliance office for any work involving contact with asbestos cement pipe

19 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

20 All sidewalks shall have 2% maximum cross slope All ramps and stairs shall have a landing

at the bottom with a maximum slope of 2% for 5 feet

21 Contractor to pin concrete sidewalk/slabs to all contact points with stairs, building, bike slab, retaining walls, etc

22 Contractor shall maintain full occupancy and fire department access to all surrounding buildings Coordinate all temporary access with the University representative

23 Removal of all erosion control matting and inlet protection is the responsibility of the Contractor

24 At the end of the project, clean the sumps of all new and existing catch basins and storm manholes within the project limits

25 Electrical, lighting and PBX and bluelight lines are shown for illustrative/coordination purposes only Refer to Electrical plans and specifications for design

26 See Structural plans for all retaining walls, utility pads, stairs, and exterior concrete at doors

27 Refer to Plumbing plans for sewer and storm design within five feet of the building

28 Refer to Plumbing and/or Fire Protection plans for waterline design within five feet of building

29 The Contractor shall contact UVM Telecommunications and Network Services (656-3339) prior to any work in the vicinity of the PBX conduit The Contractor shall carefully excavate around the PBX conduit to prevent damage to the PBX infrastructure Contractor shall be responsible for placing Owner supplied locator balls over exposed conduits prior to backfilling

DEMOLITION NOTES

1 The location of underground electrical lines which service the site lights are not shown on the Civil Plans Other electrical lines may exist which are not shown on this plan

2 Prior to disrupting existing utilities, Contractor shall be responsible for confirming status of all utilities to be abandoned

3 All abandoned utilities outside 6 ft of the new building footprints shall be cut, capped, and abandoned in-place unless the removal of the abandoned utility is required during

construction All abandoned utilities within 6 ft of the new building footprints shall be removed All abandoned manholes, catch basins, and utility vaults shall be demolished and removed Plug open ends of all abandoned pipes or conduits with concrete or water tight end cap See Structural Plans for backfill requirements for all items removed from within the influence of the new building footprints Use sand fill (703.03) for all demolition backfill outside the influence of the new building footprints (95% standard proctor compaction)

4 The Contractor shall establish snow fence protection barrier at the drip edge of all existing trees to remain within 10 ft of construction disturbance

5 All excess fill, stumps, rock, topsoil, waste, and other material is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location

6 Contractor shall maintain water and sanitary services to all existing buildings to remain If water shut down is required provide minimum 72 hour notice to the University

7 Contractor shall demolish and remove all existing infrastructure necessary to construct the new project as designed This plan does not show every item to be demolished and may not accurately show the limits of the items to be partially demolished

8 This drawing refers to Civil Site Engineering items, located outside the building, only

9 Coordinate all trees and vegetation to be removed with the Landscape Architect and UVM

10 Contractor shall coordinate all demolition with fire marshal to maintain fire protection to UVM buildings

11 Contractor shall contact UVM Risk Management Training and Compliance office for any work involving contact with asbestos Contractor shall work closely with UVM Physical Plant Department Training & Compliance and provide full time support for all work involving asbestos cement pipe Contractor shall excavate and fully expose pipes, provide safe trench protection for UVM access, remove 15'-18' lengths of pipe from trench and place in ACM Trailer, take record survey shots of capped ends where applicable, backfill, compact, and restore surface as described on site plans

Consultant

K L

SITE PLAN

New 5' concrete sidewalk

New CB #1B Rim 433.18 Inv 429.20 (12" PVC) (no sump)

New concrete sidewalk

Loading area

New Concrete

New curb

New flush curb

Begin new curb

Remove existing curb

Grass

New bollards

Existing old 8" water main

Structural concrete at out-swinging doors to prevent heaving

Building Addition

Raise rim to 433.4 by adding

concrete grade rings.

Remove tree

New CB #1C Rim 432.60 Inv 429.51

Raise valve box

(core and boot new inv at 429.1)

Remove existing curb

New round stone (2"±) Sample to Architect for approval

(Raise rim to 434.1, change grate to ADA compliant)

(Raise rim to 434.5, change grate to ADA compliant)

FF 434.88

New Blue Light.

see Electrical drawings

New signage for van accessible parking

Issued for Design Development 01/15/19 Grade to drain (typ.)

New loading area sign No Parking

SP-2

New bollards

New base and asphalt pavement See detail

Remove pavement and gravel as required for new proposed grades

and re-pave.

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COOLIDGE HALL

402 S PROSPECT ST

0332

12"

12" PVC SDR35 433

ST

434

432

433 434

434

434 433

VAN

434

BL

6'

Consultant

K L

POST CONSTRUCTION SOIL RESTORATION

PLAN

Potential LEED limits

SP-3

SOILS SUBJECT TO POST-CONSTRUCTION SOIL DEPTH & QUALITY STANDARD

Soils Restoration Legend

POST-CONSTRUCTION SOIL DEPTH & QUALITY STANDARD VERIFICATION TEST PIT MINIMUM 9/ACRE

· SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED TOWARDS THE END OF CONSTRUCTION, AND ONCE ESTABLISHED, BE PROTECTED FROM COMPACTION

· THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE POST CONSTRUCTION SOIL DEPTH AND QUALITY

· VERIFICATION SHALL BE VIA A SAMPLING SCHEME IDENTIFIED ON THIS PLAN THAT INCLUDES NINE, 8" DEEP TEST HOLES PER ACRE OF AREA SUBJECT TO THE STANDARD

· TEST HOLES SHALL BE EXCAVATED USING ONLY A SHOVEL DRIVEN SOLELY BY THE INSPECTOR'S WEIGHT AND SHALL BE AT LEAST 50 FEET APART FROM EACH OTHER

· AFTER THE CONTRACTOR'S VERIFICATION OF THE POST CONSTRUCTION SOIL DEPTH AND QUALITY REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CONFIRMING CONFORMANCE WITH THE STORMWATER PERMIT STANDARD

Post Construction Soil Depth and Quality Verification Test Pit Location, typical

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 4 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.

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.

· 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 towards the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and

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.

■ A dense and vigorous vegetative cover shall be established over turf areas.

▪

For all areas disturbed or compacted during construction:

At end of construction remove and dispose of any construction stone, scarify or till all subgrade soil to min.

depth of 8" below finish grade Place topsoil (amended

as described in Post-Construction Soil Depth and Quality Notes on this plan) and stabilize by

hydroseeding or with rolled erosion matting, (Typical).

For the staging area only:

At end of construction remove and dispose of stone and stabilization fabric, scarify or till subgrade soil to min depth of 8" below finish grade, and stabilize by hydroseeding.

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CIVIL DETAILS

Recital Hall

Expansion and

Renovations

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CIVIL DETAILS

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Recital Hall

Expansion and

Renovation

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Recital Hall

Expansion and

Renovations

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Erosion Prevention and Sediment Control Notes

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Recital Hall Expansion and Renovations

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