7468375A2

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STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS

Department of AdministrationDIVISION OF PURCHASES

One Capitol Hill

Providence, RI 02908-5855

Tel: (401) 574-8100Fax: (401) 574-8387

Website: www.purchasing.ri.gov

July 18, 2013

ADDENDUM NUMBER TWO

RFQ # 7468375

TITLE: North District Parking Lot Improvements - URI

Closing Date and Time: 7/25/13 at 1:45 PM

Per the issuance of this ADDENDUM #2

(67 pages, including this cover sheet)

Specification Change /Addition / ClarificationX

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University of Rhode Island, Kingston, RI

Addendum No. 2 to Contract Documents

forNorth District Parking Improvements

URI Project No. KC.T.PARK.2011.003

The following changes are hereby made part of the Contract Documents:

Pre-Bid Conference MinutesAppend the attached pre-bid conference meeting minutes, which are enclosed in

Attachment 1, to the Contract Documents. Note that some questions asked at the pre-bid resulted in changes to the plans and/or specifications, as detailed below.

E-Mailed Questions from Bahry Building Company

1.) Rock Excavation 02210-1, Section 1.02 Paragraph A (4th line) refers to 'drilling &

blasting.' However, Section 1.03, C says, "The use of explosives will not be allowed."

Please clarify.

Response: Subsection 1.03 Paragraph C shall govern; no blasting shall be allowed for

rock excavation at/in either location.

2.) Spec 02821 Fence & Guardrails page 4, section 3.05 refer to a Modified Timber

Guardrail, however, none are found on the drawings, please clarify that there is no

modified timber guardrail anticipated.

Response: Modified timber guardrail was to have been used along an existingretaining wall at the White Hall parking lot. However, as noted on the revised plan

sheets enclosed as part of this Addendum, the modified timber guardrail has been

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Addendum 1, which contains specific instructions on the required form of bid submission.

2.) Please indicate if there is a pay item for the “Mow Buffer” indicated on page W7.3 of

the drawings, or is this incidental to the electrical work item of the luminaire item?

Response: Please refer to Section 01203, Items G39 & W26 – F&I Luminaires,Paragraph B – Basis of Payment, Line 1.i, which states that mow strips (i.e. buffers)

are to be included in the cost of the luminaires.

Specifications:

1.) Section 00410 – BID FORM: Replace Section 00410 in its entirety with the revised Section 00410, which is enclosed in Attachment 2. The specific changes to the bid

form are:

· The modification of the Contract Time to ninety (90) days from the issuanceof the purchase order;

· The addition of Alternates G1 and W1 for the acceleration of the constructionof the parking lots, and a modified bid summaries page;

· The reduction of the Remove and Stockpile Timber Guardrail (Item W5)quantity to 20 linear feet.

· The replacement of Modified Timber Guardrail with 5’ Black Vinyl-Coated Chain Link Fencing (Item W29);

2.) Section 01200, Sub-Section 1.02 - ALLOWANCES: Add the following as ParagraphE:

E. All payments for work performed under Allowance items shall require the

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5.) Section 01203, Item G15: Replace the text for this item in its entirety with thefollowing:

BID ITEM NO. G15 ABANDON STORAGE ROOM DOUBLE DOORS

& INSTALL MAN-DOOR BULKHEAD STAIRS

A. METHOD OF MEASUREMENT

1. Abandon Storage Room Double Doors & Install Man-Door Bulkhead Stairs shall be paid for on a lump sum basis.

B. BASIS OF PAYMENT

1. The lump sum for this item shall include full compensation for all labor,equipment, materials and incidentals needed to complete the following:

a. Securing of any and all state or local building permits required for the

work; b. Removal of the top portions of the existing concrete retaining walls

adjacent to the driveway in the area of the doors;c. Temporary support of existing doorway opening;

d. Removal and disposal of existing steel double doors and door frame;e. Repairs to and/or modification of, existing concrete floor/foundation to

support proposed wall infill;f. Installation of concrete masonry block wall to extent of existing rough

doorway opening;

g. Preparation of base material in the area of the proposed precastconcrete bulkhead stairs;h. Furnishing and installation of a precast concrete bulkhead stairwell at

the man-door, and proper attachment and securing of same to the

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6.) Section 01203, Item W29 – F&I Modified Timber Guardrail: Replace the text for thisitem in its entirety with the following:

ITEM W29 - F&I 5’ BLACK-VINYL-COATED CHAIN LINK FENCE

A. METHOD OF MEASUREMENT

1. The lengths of fence to be paid for under this Item shall be measured by the

linear foot of actual fence furnished and installed, complete-in-place, inaccordance with the Plans and/or as directed by the Engineer.

B. BASIS OF PAYMENT

1. The unit price for this item shall include full compensation for all labor,

equipment, materials and incidentals needed to complete the following:

a. Core-drilling post holes along the top of concrete retaining wall; b. Furnishing, installing and grouting chain link fence posts in drilled holes

along the top of concrete retaining wall;c. Furnishing and installing chain link fence, including rails, framework,

fabric, hardware and appurtenances;d. Any and all other work, whether direct or incidental, associated with the

installation of the chain link fence not specifically identified herein.

7.) Section 01781, CLOSEOUT REQUIREMENTS Attachment A: Add the following as

Paragraph B:

B. Contractor shall employ a Rhode Island licensed professional land surveyor

(P.L.S.) to perform a field survey and generate an as-built plan of the ADA-

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Plans:Replace the following plan sheets with the revised plan sheets, which are enclosed in

Attachment 5. The following sheets of the plan set have been modified:

Sheet W2 White Hall Erosion and Sediment ControlSheet W3 White Hall Site Plan

Sheet W7.3 White Hall Construction Details No. 3Sheet G2 Greenhouses Erosion and Sediment Control

Sheet G3 Greenhouses Site PlanSheet G4 Greenhouses Drainage and Grading Plan

Electrical Work Sketch:

Append the revised Electrical Work Sketch, which is enclosed in Attachment 6, to theContract Documents. The revised sketch is for additional proposed electrical work

located behind the westernmost greenhouse, south of (behind) the main greenhouse building.

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Verification of Addendum Receipt

Please Sign, Date, and Fax this form upon receipt to:

BETA Group, Inc.

(401) 333-9225

ATTN: Michael Zavalia

Receipt of Addendum No. 2 is hereby acknowledged:

By:

Date: Title:

Company:

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ATTACHMENT 1

Pre-Bid Conference Meeting Minutes

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URI North Distr ict Parking Improvements

(White Hall & Greenhouses)

Pre-Bid Conference Meeting MinutesJuly 9, 201310:00 a.m.

Type of Meeting: Pre-Bid Conference

Meeting Facilitator: URI Office of Capital Projects

- Ray Wilcox, P.E. – Project Manager

- Gary Mosca – RI Division of Purchasing

Consultant/Designer: BETA Group, Inc.- Michael Zavalia, P.E. – Senior Project Engineer

I. Project Overview

Project Description: This project consists of two distinct and separate project areas; the first is at White

Hall at the intersection of Flagg Road and Heathman Road, while the second is at the Greenhouses building between Flagg Road, Greenhouse Road and Upper College Road.

The work in the contract shall consist primarily of parking lot reconstructions/expansions in both projectareas, and shall also include a number of related work items such as building demolition, stormwater

management features, landscaping installation, site lighting and electrical installations, and associated miscellaneous work.

· Bid opening: Thursday, July 25, 2013 1:45PM· RI State Purchasing Bid #: 7468375

· Project Duration: Approximately one (1) month

b i l l i b b

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· Per Section 1203 – Measurement & Payment, retainage shall be set at five (5) percent for the duration of the project up to substantial completion, after which the retainage may (with the University’s approval)

be reduced to two (2) percent for a warranty period of not less than twelve (12) months from the date of substantial completion. The University shall be the sole judge of whether the work has been

satisfactorily completed, and has functioned properly for the duration of the warranty period. This

conflicts with Section 1200, Item 1.06, which stipulates only a 0.5% Warranty Period Retainage for tenmonths; the next addendum for this project will address the discrepancy.

· Bidders are reminded that the University reserves the right to add or delete quantities in the Bid if suchactions are in its best interest to do so, as well as the right to award a contract for both or either one of

the parking lots. The bids prepared and submitted for each shall be mutually exclusive, as nomodification or adjustment to the bid unit process will be made if the contract is awarded for only one

parking lot.

III. Parking Lot Work

· White Hall – Reconstruction of entire existing parking lot and small expansion of northern parking area

· Greenhouses – Removal of existing parking area and significant expansion of parking to the east.Demolition and removal of the existing Resource Development Building will also be included in thescope for the Greenhouses.

· Both parking lots will receive site lighting; electrical service will be drawn from existing sources withinthe two buildings.

· Lighting/electrical plans are schematic in nature; the site plans shall be used to determine conduit,handhole and lighting locations.

· Bidders are advised that both buildings and sites will remain in use for the duration of the work, and tothe extent practicable, the work to be performed under this contract shall be coordinated with the

University to allow for the use of the buildings and sites. Refer to Section 01101 for additionalinformation.

IV. Stormwater Management

· Project includes multiple stormwater management BMP’s at the Greenhouses project area, includingtwo dry swales, an infiltration basin, and associated drainage structures and piping.

· Particular attention should be paid to the requirements for construction of the infiltration basin; the areamust not be compacted by equipment or materials if it is to function properly

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VII. Questions

1) The project schedule currently calls for substantial completion by September 1st , 2013. In light of the

July 25th

bid date, will the schedule be modified to allow additional time to complete the project?

Response: The project schedule will be revised to call for substantial completion within ninety (90) daysof the issuance of the purchase order for the project.

2) There are multiple Allowances for each project area, including some for items not typically paid for as

Allowances (i.e. Mobilization/Demobilization). How will that Allowance be paid for?

Response: Compensation for mobilization/demobilization under the Allowance will be made based on

submitted invoices for any and all work performed that is related to tasks covered under the

mobilization/demobilization item; the invoices shall be reviewed by the University, and the approved monetary amounts shall be compensated for via a change order to the Contract specific to thatAllowance. This shall be the standard methodology for payments under all Allowance items, not just

the Mobilization/Demobilization items.

3) Remove and Dispose Existing Sidewalk, Bituminous Concrete, Curbing and Miscellaneous Items (Bid

Items W3 and G3), are indicated to be measured as square yard (SY) items, but include removal and

disposal of a number of different items and materials not typically measured in that manner (curbing,

guardrail and car stops). How should non-area items be handled?

Response: The item will be reviewed, and it is possible that additional R&D items will be added for

materials not typically measured by the square yard.

Subsequent Clarification: After review and discussion, Items W3 and G3 will remain unchanged, and

Bidders shall be responsible for fully incorporating the costs of removing and disposing non-areameasurement items (e.g. curbing, guardrail, cart stops) into the overall cost of the square yard line items.

4) Are there any known hazardous materials in the Resource Development Building that is to be

demolished?

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6) Some portions of the project areas are known to have significant and relatively shallow groundwater; is

there any information available on the depth of groundwater for these projects?

Response: Soil evaluations were performed in various locations within both project areas; the soilevaluation sheets will be included in Addendum 2.

7) Are the Testing of Materials and Methods Items intended to cover testing performed in relation to the

Resource Development Building demolition?

Response: No, the intent of the Testing of Materials and Methods Items is to compensate for testing of items outside of the Resource Development Building (e.g. concrete, asphalt, soils, etc.). Any testing

related to the Resource Development Building demolition shall be included in the Allowance for same.

8) Who will be responsible for performing measurements of the unit price items on the project?

Response: The Owner’s representative may be responsible for taking measurements of the unit priceitems; this will be confirmed or modified in Addendum 2.

Subsequent Clarification: Refer to Section 01203, Sub-Section 1.03 – MEASUREMENTS OFQUANTITIES, which contains detailed information on the methods of measurements to be used for the

project. In general, the Engineer shall be responsible for taking measurements, but he shall reserve the

right to 1) have the Contractor provide assistance with the taking of measurements, or 2) have theContractor take the measurements himself, then provide them to the Engineer for review and verification.

9) What will constitute substantial completion of the project?

Response: Substantial completion of this project shall be defined as the parking lots and all necessary

appurtenances (sidewalks, lighting, striping) being complete and ready for full typical occupancy and

use by the University (parking, pedestrian access). Refer to Section 00700, Par. 9.8 for additionaldetails. Installation of all landscaping and final site restoration shall not be required for substantialcompletion. Please refer to Section 00700 Sub-Section 9.8 for additional details.

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ATTACHMENT 2

Revised Section 00410 – BID FORM

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BETA Group, Inc. Standard Contract Documents-LSNorth District Parking Improvements - URI Project #KC.T.PARK.2011.003

DOCUMENT 00410 - BID FORM

Date: _____________

To: Dept. of AdministrationDivision of PurchasesOne Capitol HillProvidence, RI 02908

Project: North District Parking Improvements

University of Rhode Island, Kingston Campus

Submitted by: ____________________________________________________ (include address,tel. & FAX nos., ____________________________________________________ and license no.if applicable) ____________________________________________________

1. BIDHaving examined the Place of The Work and all matters referred to in the Bid Documents and inthe Contract Documents prepared by BETA Group, Inc. for the above mentioned project, we, theundersigned, hereby offer to enter into a Contract to perform the Work for the Sum of:

_______________________________________________________($ ______________.)(written, and numerically)

Said Sum shall constitute the total price for all work contemplated at both locations included inthe project (White Hall and the Greenhouses).

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White HallItem W5 Remove & Relocate Dumpsters $5,000

Item W6 Remove & Stockpile Concrete Pylons & Chain $10,000Item W30 Mobilization $22,000Item W31 Testing of Materials & Methods $11,000Total of All White Hall Allowances $48,000

Total of All Allowances $213,000

· We have included the cost of the required Bid security/Bid Bond in the above Bid Sum.

· We have included the cost of 100% Payment and Performance Bonds in the above Bid Sum.

· We have included the original Bid and required additional “public copy” if required byDocument 00210 – Supplemental Instructions to Bidders.

2. ALTERNATES – There shall be one Alternate for each parking lot in this contract, as follows:

ALTERNATE W1 – WHITE HALL ACCELERATED CONSTRUCTION SCHEDULE:Bidder shall provide a lump sum surcharge value for the total cost to accelerate theconstruction of all required elements of the parking lot to make it substantially complete and usable within sixty (60) days of the date of issuance of the purchase order for this project,rather than ninety (90) days. The lump sum shall consist of any and all direct and indirectexpenses required to achieve substantial completion on this accelerated schedule.

For the purpose of this item, the completion (installation, testing and activation) of lotlighting fixtures will not be required for substantial completion; the installation of allunderground conduits and wiring will need to be completed.

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4. ACCEPTANCEThis offer shall be open to acceptance and is irrevocable for sixty (60) days from the bid closing

date. If this bid is accepted by the Owner within the time period stated above, we will:

- Proceed under the Agreement, subject to compliance with required State regulatoryagency approvals as described in the Bid Documents.- Furnish the required bonds in compliance with amended provisions of the Instructions toBidders.- Commence work within seven (7) days after receipt of a Purchase Order from URIPurchasing.

If this bid is accepted within the time stated, and we fail to commence the Work, or we fail to provide the required Bonds, the security deposit shall be forfeited to the Owner by reason of our failure, limited in amount to the lesser of the face value of the security deposit or the difference between this bid and the bid upon which a Contract is signed.

In the event our bid is not accepted within the time stated above, the required security depositshall be returned to the undersigned, in accordance with the provisions of the Instructions to

Bidders; unless a mutually satisfactory arrangement is made for its retention and validity for anextended period of time.

5. CONTRACT TIMEIf this Bid is accepted, we will achieve Substantial Completion of the Work within ninety (90)days of the issuance of the purchase order for the project. We have included all premium time or additional staffing required to accommodate this schedule.

6. LIQUIDATED DAMAGESTime is of the Essence: If we fail to achieve certification of Substantial Completion at theconclusion of the agreed upon Contract Time indicated above (as modified by approved change

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8. ADDENDA

The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum.

Addendum No. 1, dated ___________________.

Addendum No. 2, dated ___________________.

9. METHOD OF BID AWARD ACCEPTANCE:

We understand and acknowledge that the Owner, at its sole discretion, reserves the right toaward a Contract for either:

a) Both of the Greenhouses and White Hall parking lots, or b) Only one of the Greenhouses or White Hall parking lots (either).

The following are therefore mutually exclusive bids for each parking lot. We further acknowledge that in the event that a Contract for only one of the parking lots is awarded, there

shall be no modification of or adjustment to our bid unit prices for that parking lot.

In addition, we understand and acknowledge that the Owner, at its sole discretion, reserves theright to award both or either one of the Alternates described above for the acceleration of theconstruction of the respective parking lots. We further acknowledge that if the Alternate(s) is/areawarded, the Contract Time for the project(s) shall be reduced from ninety (90) to sixty (60) daysfrom the issuance of the purchase order, after which point the stipulated liquidated damages shall be assessed.

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10. BID SUMMARIES

BASE BID

GREENHOUSES – SUBTOTAL OF BID ITEMS G1-G45, INCLUSIVE OF ALLOWANCES:


WHITE HALL – SUBTOTAL OF BID ITEMS W1-W32, INCLUSIVE OF ALLOWANCES:


NORTH DISTRICT PARKING IMPROVEMENTS – TOTAL OF GREENHOUSES AND WHITEHALL SUBTOTALS:


ALTERNATES

ALTERNATE G1 – GREENHOUSES ACCELERATED CONSTRUCTION SCHEDULE:

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11. BID FORM SIGNATURE(S)

___________________________________________________ (Bidder's Company Name)

By: ________________________________________________ (Signature of Authorized Bidder’s Representative)

Title: _______________________________________________ (Title/Position of Authorized Bidder’s Representative)

Corporate Seal:

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Item No. Quantity Unit

G1 Site Preparation & Maintenance 1 LS $

dollars

and cents ($ )

G2 Temporary Construction Fencing 1 LS $

dollars

and cents ($ )

G3 R&D Vegetation 300 SY $

dollars

and cents ($ )

G4 R&D Existing Sidewalk, Bituminous Concrete, Curbing and Misc. Items 3,200 SY $

dollars

and cents ($ )

G5 R&D Drainage Structures 2 EA $

dollars

and cents ($ )

G6 Unclassified / Earth Excavation 2,600 CY $

dollars

and cents ($ )

G7 Rock Excavation 260 CY $

AmountItem with Unit Bid Price Written in Words (and figures)

URI NORTH DISTRICT PARKING IMPROVEMENTS

GREENHOUSES PARKING LOT

BID FORM

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Item No. Quantity Unit AmountItem with Unit Bid Price Written in Words (and figures)



BID FORM

G11 Bituminous Surface Course Type I-1 600 TON $

dollars

and cents ($ )

G12 Bit. Conc. Temporary Patching 10 TON $

dollars

and cents ($ )

G13 Class "XX" Portland Cement Concrete 40 CY $

dollars

and cents ($ )

G14 F&I Concrete-Filled Bollards 4 EA $

dollars

and cents ($ )

G15 Abandon Storage Room Double Doors 1 LS $

dollars

and cents ($ )

G16 12" Reinforced Concrete Pipe M 170 Class III 120 LF $

dollars

and cents ($ )

G17 4" SDR 35 PVC Pipe 60 LF $

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BID FORM

G21 Crushed Stone Diaphragm 250 LF $

dollars

and cents ($ )

G22 F&I Catch Basin 2 EA $

dollars

and cents ($ )

G23 Dry Swale WQ BMP - 3N 1 LS $

dollars

and cents ($ )

G24 Dry Swale WQ BMP - 3S 1 LS $

dollars

and cents ($ )

G25 Infiltration Basin WQ BMP 1 LS $

dollars

and cents ($ )

G26 Precast SMH, 4' Diameter 3 EA $

dollars

and cents ($ )

G27 Adjust Frame & Cover to Grade 7 EA $

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BID FORM

G31 Precast Concrete Curbing 1,640 LF $

dollars

and cents ($ )

G32 Loam & Seed 800 SY $

dollars

and cents ($ )

G33 F&I Fence - "Orsogril" Steel Plate Panel, Inchblock Style, 8' High 140 LF $

dollars

and cents ($ )

G34 F&I Trees, Various Species 11 EA $

dollars

and cents ($ )

G35 F&I Shrubs, Various Species 65 EA $

dollars

and cents ($ )

G36 F&I Ground Cover Plantings 3,100 SY $

dollars

and cents ($ )

G37 Transplant Trees, Various Species 7 EA $

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BID FORM

G41 Traffic Markings 2,100 LF $

dollars

and cents ($ )

G42 F&I Timber Guardrail - Campus Standard 390 LF $

dollars

and cents ($ )

G43 Resource Development Building Demolition & Disposal 1 ALL $ 80,000

Eighty Thousand dollars

and Zero cents ($ 80,000.00 )

G44 Remove & Relocate Sheds (2) 1 ALL $ 15,000

Fifteen Thousand dollars


G45 Mobilization 1 ALL $ 45,000

Forty-Five Thousand dollars


G46 Testing of Materials and Methods 1 ALL $ 25,000

Twenty-Five Thousand dollars


ALLOWANCES

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W1 Site Preparation & Maintenance 1 LS $

dollars

and cents ($ )

W2 Temporary Construction Fencing 1 LS $

dollars

and cents ($ )

W3 R&D Vegetation 170 SY $

dollars

and cents ($ )

W4 R&D Existing Sidewalk, Bituminous Concrete, Curbing and Misc. Items 2,700 SY $

dollars

and cents ($ )

W5 Remove and Stockpile Timber Guardrail 20 LF $

dollars

and cents ($ )

W6.1 R&D Drainage Structure 1 EA $

dollars

and cents ($ )


WHITE HALL PARKING LOT

BID FORM

Item with Unit Bid Price Written in Words (and figures) Amount

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BID FORM


W10 Gravel Borrow 1,500 CY $

dollars

and cents ($ )

W11 Bituminous Base Course 450 TON $

dollars

and cents ($ )

W12 Bituminous Surface Course Type I-1 365 TON $

dollars

and cents ($ )

W13 Bit. Conc. Berm 150 LF $

dollars

and cents ($ )

W14 Class "XX" Portland Cement Concrete 10 CY $

dollars

and cents ($ )

W15 12" Reinforced Concrete Pipe M 170 Class III 160 LF $

dollars

and cents ($ )

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BID FORM


W20 Precast Concrete Curbing 700 LF $

dollars

and cents ($ )

W21 Loam & Seed 1,300 SY $

dollars

and cents ($ )

W22 F&I Fence - "Orsogril" Steel Plate Panel, Inchblock Style, 8' High 40 LF $

dollars

and cents ($ )

W23 F&I Trees, Various Species 4 EA $

dollars

and cents ($ )

W24 F&I Shrubs, Various Species 58 EA $

dollars

and cents ($ )

W25 Electrical Work 1 LS $

dollars

and cents ($ )

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BID FORM


W30 Painting 1 LS $

dollars

and cents ($ )

W31 Remove & Relocate Dumpsters 1 ALL $ 5,000

Five Thousand dollarsand Zero cents ($ 5,000.00 )

W32 Remove & Stockpile Concrete Pylons & Chain 1 ALL $ 10,000

Ten Thousand dollars


W33 Mobilization 1 ALL $ 21,400

Twenty-Two Thousand dollars


W34 Testing of Materials and Methods Allowance 1 ALL $ 10,000

Eleven Thousand dollars


ALLOWANCES

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ATTACHMENT 3

Asbestos Abatement Plan & Approval Letter

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M a y . 8 . 2 0 1 3 7 : 5 6 A M N o . 5 1 5 4

-- -----_._.----------------------

P .

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Department of i'i~alth

Three Capllol Hill

Room 206

Providence. RI 02906-5091

M ay 7, 2013

401-222-5960

R I Relay 711W NW h eal th r i g oy

D av id W e lsh

177 Pla ins R d

K ing sto n, R I 0 2881

Plan Number : 64415

D ea r D avid W elsh :

T his is in reference to the a sbestos abatem ent plan w hich y ou subm itted fo r: U niversity of R ho de

Isla nd - R esource D evelopm ent L ab, 00 URI South K ingstown, R I 02881 ,

It is our understanding that, since th is is a dem olition a nd pre-a ba tem ent air sam pling ha s not

been perform ed, the requirem ents of Pa ra gra ph B .4.4(a ) a nd Pa rt B .4.2 of the R ules a ndR egula tions for A sbestos C ontro l w ill be a dhered to. Please note tha t references to O SH A 29

CFR 1926 .58(H ) should be amended to read OSHA 29 CPR 1926 .1 10 1 .

T he above referenced asbestos a batem ent plan is hereby approved as conform ing to

Part C of the Rhode I sl and Rules and Regula tions fo r A sb es to s Co ntro l.

Plea se note tha t a licensed a sbestos aba tem ent contractor shall subm it a n A SB -2 2 sta rt w ork

notifica tio n a t lea st 1 0 w orkin g d ay s before any o n-slte w ork b eg ins a t a pla nned a sbestos pro ject.

I n add it ion, a licensed site su perviso r sha ll no tify this office by te lep ho ne w hen th e lic en se d

asbestos contractor b eg in s s ite preparation,

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ATTACHMENT 4

Soil Evaluation Forms

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G R E E N H

O U S E S

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F L AGG RO AD

M A N N

R O A D

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ATTACHMENT 5

Revised Plan Sheets

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R & S C on c .P yl on s

& C h ai n ( T y p. )

T r i m / L

Ov er h a

B r an c h

R &D Gr a s s ,B i t . C on c .

B et w e enN ew C ur b &

E xi s t .R et .W al l

R &D

C on c . C ur b

P r ot e c t E xi s t .

T i m b er G u ar d r ai l

R &DE xi s t . C ur b

R &DE xi s t .

P vmt . ( T y p. )

R &D

P ar k i n g

S t o p s





P r ot e c t

E xi s t .

T i m b er

G u ar d r ai l

R &DE xi s t .

S t e el H an d r ai l

P r o p.T em p or ar y

C on s t r u c t i onF en c i n g

w / A c c e s s G at e

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C on c r et eD um p s t er

P a d w / S c r e eni n gF en c e

( S e eD et ai l s )

S e e S h t .N o.W 5 .1 f or

I nt er i or E l e c t r i c al I nf o.

P r o p.P r e c a s t

C on c . C ur b

R el o c at e d

D um p s t er s

onN ewP a d

w / F en c e

P r o p.P r e c a s t

C on c . C ur b

L i mi t of R e gr a d i n g /

L o am & S e e d ( T y p. )

P r i m e &P ai nt

T r an s f or m er &

G en er at or

( F l at B l a c k )

P r o p.B i t . C on c .

P vmt . ( T y p. )

4

L o am &

S e e d ( T y p. )

A d j .MW

( 1 5 5 )

( 1 5 6 )

1 5 ' R

1 0 ' R

5 0 ' R

1 5 ' R

3 ' R

P r o p.A DA

A c c e s s i b l eW al k A r e a

P r o p.1 2 " B i t .

C on c .B er m

P r o p.H an d i c a p

P ar k i n g S p a c e s

( 8 ' Mi n. )

P r o p.L an d s c a p eA r e a

( S e e S h t .W 6 )

P r o p.B i t .

C on

c .B er m

P r o p.L i gh t P o

( S e e S h t .W 5 .

5 '

3

5

1 3

1 8 '

( T y p. )

1 6 ' - 5 "

S c r e eni n g

F en c e

S l e ev eE l e c t r i c & C omm.

C on d ui t s B en e a

t h S l a b i n

2 " P V C P i p e ( ± 3

0 L F )

( I n s t al l 2 A d d i t i o

n al 2 "

S l e ev e s f or F ut u

r eW or k )

P r o p. C h ai nL i nk

F en c e ( al on gR et .

W al l )

P r o p.T i m b er

G u ar d r ai l

P r o p. C h ai nL i nk

F en c e ( al on gR et .

W al l )

P r o p.P av em e

M ar k i n g s ( T y p

F &I A DA P ar k i n g S p a c e

S i gn s &P o s t s ( T y p. )

4 ' B i t . C on c .W

8 '

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I

I

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R e s o u r c e D e v e l o p m e n t B u i l d i n g

F l a g g R o a d

G r e e n h o u s e R o a d

( T OB E R E M OV E D )

R &D

E xi s t .

C ur b

R &DE xi s t .

P vmt .

R &DE xi s t .W al k .

R &DE xi s t .F en c e

R &DE xi s t .P ol e &

Ov er h e a d Wi r e s

R &DE xi s t . C ur b

R &D

E xi s t .F en c e

P r o p.H a yB al e

E r o s i on C ont r ol

( T y p. )


T r e eDr i pl i n e

P r ot e c t i on

M e a s ur e s ( T y p. )

R &DE xi s t .

Ov er h e a d

Wi r e


R &DE xi s t .

Y ar d Dr ai n

S t r u c t ur e

L i mi t of

Di s t ur b an c e

( T y p. )

R

&DE xi s t .

C

on c .P a d

R &DE xi s t .

V e g et at i on

R &DE xi s t .

V e g et at i on

R &DE xi s t .

V e g et at i on

R &DE xi s t .

P vmt .

R &DE xi s t .

P vmt .

R &R S h e d s ( t o

On- C am p u s

L o c at i onT .B .D

b y Own er )

T r an s pl ant T r e e ,

S e eL an d s c a p eP l an T

r e eDr i pl i n e

P r ot e c t i on


T r e eDr i pl i n e

P r ot e c t i on


R &D

E xi s t .

C ur b

P r o p. C on s t r u c t i on

A c c e s s P a d

P r o p.

T em p or ar y

C on s t r u c t i on

F en c eW / G at e

( T y p. )

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G r e e nho us e R o ad

G

F l

a g g R o a d

E

C E C

E

P r o

p o s e d Dr y S w al e 3 -N

1 ' D e e p ,2 ' Wi d e ,1 4 0 ' L on

g

3 : 1 S i d e S l o

p e s

B ot t omE l ev.=2 1 4 . 0 -2 1 6 . 0

P r o

p o s e d C r u s h e d

S t on eDi a

ph r a

gm

2 ' D e e p ,2 ' Wi d e ,1 4 0 ' L on

g

1 -1 . 5 " C r u s h e d S t on e

P r o

p o s e d Gr a s s C h

1 ' D e e p ; 3 : 1 S i d e S

B ot t omE l ev.=2 1 4 . 0 -

8 4 L F 12 " RC P S =0 .0 0 5 F T / F T P r o

p o s e d Dr y S w

al e 3 - S

1 ' D e e p ,2 ' Wi d e ,1 0 6 ' L on

g

2 : 1 S i d e S l o

p e s

B ot t omE l ev.=2 1

5 . 0 -2 1 7 . 0

P r o

p o s e d C r u s h e d

S t on eDi a

ph r a

gm

2 ' D e e p ,2 ' Wi d e ,

1 0 6 ' L on

g

1 -1 . 5 " C r u s h e d S t on e

P r o

p o s e d 4 ' ØP r

e c a s t C on c r et e C B

R i m=2 1 5 . 0

I nv.I n ( 4 " S w al e

Un d er d r ai n ) =2 1 3 . 0

I nv.I n ( 1 2 " R C P ) =2 1 2 . 0

I nv. O ut ( 1 2 " R C P ) =2 1 1 . 3 2

M o d i f yE xi s t . C B

R i m=2 1 3 . 8

I nv.I n ( 1 2 " R C P ) =2 1 0 . 9

I nv.I n ( 4 " S w al e Un d er d r ai n ) =2 1 2 . 0

I nv. O ut ( 1 2 " R C P ) =2 1 0 . 8

P r o

p o s e d 4 ' ØP r e c a s t C on c r et e C B

R i m=2 1 5 . 6

I nv. O ut ( 1 2 " R C P ) =2 1 3 . 0 8

2 7 L F 1 2 " R C P

S = 0 . 0 4 0 F T / F

T

G

r a s s Ov er f l owB er m

T

o p=2 1 4 . 3

C l e an &F l u s h

E xi s t i n

g1 2 " R C P

P av e d W at er w a

y

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ATTACHMENT 6

Revised Additional Electrical Work Sketch

s0 1 9

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6 B l a c k s t o n e

V a l l e y P l a c e

L i n c o l n ,

R I 0

2 8 6 5

4 0 1 . 3

3 3 . 2

3 8 2

G r o u p

, I n c .

U R I N o r

t h D i s t r i c t P a r k i n g -

G r e e n h o u s e s

K i n g s t o n ,

R I

S c a l e = 1 " = 2 0 ' - 0 "

C E C # 2 0 1 3 0 0

COORDINATE CUTTING AND REMOVAL

OF REINFORCED CONCRETE FIRE LANE

SECTION(S) WITH ENGINEER PRIOR TO START

OF 1" CONDUIT INSTALLATION; REMOVED

SECTION(S) SHALL BE REPLACED IN-KIND

UPON COMPLETION OF CONDUIT INSTALLATION