Cutler Elementary School Addendum No. 1

Groton, Connecticut May 24, 2019 Page 1

CUTLER ELEMENTARY SCHOOLPHASE 1 - SITE IMPROVEMENTS

GROTON, CONNECTICUTSTATE PROJECT NO. 059-0188 DV/N

ADDENDUM NO. 1May 24, 2019

THE BID DUE DATE FOR BID PACKAGE 1.01 - SANITARYRELOCATION REMAINS JUNE 6, 2019 @ 2:00 P.M.

PLEASE SUBMIT ONE ORIGINAL AND ONE COPY OF YOUR BID. THE FOLLOWINGDOCUMENTS MUST BE INCLUDED IN YOUR BID, OR YOUR PROPOSAL WILL BEDEEMED NON-RESPONSIVE:1. FORM OF PROPOSAL2. BID SECURITY (BID BOND OR CERTIFIED CHECK)3. CTDAS UPDATE STATEMENT (if bid exceeds $500,000.00)

I. REVISIONS TO SPECIFICATIONS

1. Specification Section 00 2413 - Bid Packages

a. Bid Package 1.01 - Sanitary Relocation

I. SCOPE OF WORK

B. SPECIFIC

Revise “Draft Phase II Environmental Site Investigation Report” to “FinalPhase II Environmental Site Investigation Report”

II. SPECIAL INSTRUCTIONS

Revise the following Special Instruction:

13. In the first sentence, replace the word “Draft” with “Final.” The contractor shallnote that the Final report has been uploaded to SmartBidNet.

II. REVISIONS TO TECHNICAL SPECIFICATIONS

None.

III. REVISIONS TO DRAWINGS

1. Drawing C101 - Sanitary Relocation Details

a. Replace this drawing with revised drawing, attached to this Addendum No. 1.

IV. ATTACHMENTS TO ADDENDUM

Drawing Pages

C101 - Sanitary Relocation Details 1

END OF ADDENDUM NO. 1

677 Washington Blvd, Suite 101Stamford, CT 06901T. +1 203 251 7400F. +1 203 251 7474

SCALE:

SEAL

DRAWING TITLE:

PROJECT TITLE:

PROJECT No:

DATENO. ISSUE

Owner:

Construction Manager:

Civil / Site:

Structural:

Mechanical, Electrical, Plumbing & Fire Protection:

Food Service:

Landscape:

Acoustical Consultant:

Sustainability Consultant:

Owner's Representative:

Technology and Security

SANITARY RELOCATIONDETAILS

74450

CUTLERELEMENTARYSCHOOL

APRIL 17, 2019

C-101

160 Fishtown RoadMystic, CT 06355

DESIGN DEVELOPMENT DOCUMENTS

Owner Address

O & G Industries

112 Wall StreetTorrington, CT 06790 860.489.9261

Milone & MacBroom

99 Realty DriveChesire, CT 06410 203.271.1773

BVH Integrated Services

50 Griffen Road SouthBloomfield, CT 06002 860.286.9171

Diversified Technology Consultants

2321 Whitney Avenue, Suite 301Hamden, CT 06518 203.239.4200

Foodservice Facilities International

137 Elm PlaceNew Canaan, CT 06840 203.972.1605

Richter & Cegan

Avon Park North P.O. Box 567, 8B Canal Court,Avon, CT 06001 860.678.0669

Acentech

33 Moulton StreetCambridge, MA 02138 617.499.8000

Atelier Ten

798 Chapel StreetNew Haven, CT 06510 203.777.1400

Arcadis

207 Main Street, Suite 200Hartford, CT 06106 860.906.1577

D'Agostino & Associates

1266 E. Main StreetStamford, CT 06902 203.539.6164

NOT TO SCALE

SEDIMENT FILTER FENCE

FENCE POST (TYPICAL)

AMOCO PROPEX SILT STOP

SEDIMENT CONTROL FABRIC OR

APPROVED EQUAL (GEOTEXTILE)

EXISTING

GRADE

BURY END OF GEOTEXTILE

MIN. 6" INTO SOIL

FLOW

NOT TO SCALE

1

0

0

°

36"±

12" MIN.

E

D

G

E

R

O

A

D

W

A

Y

COMPACTED SUBGRADE

GEOTEXTILE FABRIC ON

5

0

'

M

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2

0

'

M

I

N

.

A

S

R

E

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U

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CONSTRUCTION ENTRANCE PAD

NOT TO SCALE

NOTE:

1. CONSTRUCTION ENTRANCE PAD SHALL

BE INSTALLED AND MAINTAINED DURING

OPERATIONS WHICH PROMOTE

VEHICULAR TRACKING OF MUD

4" THICK

CDOT NO.3

BROKEN OR

CRUSHED

STONE

1 5/14/2019 ADDENDUM #12 5/22/2019 ADDENDUM #1

BAG PLACED ON AGGREGATE OR STRAW

DIRTBAG

®

LENGTH

WID

TH

SEWN IN SPOUT

HIGH STRENGTH STRAPPING FOR

HOLDING HOSE IN PLACE

WATER FLOW FROM PUMP

PUMP DISCHARGE HOSE

OPENING ACCOMMODATES UP TO 4"

DISCHARGE HOSE

HIGH STRENGTH DOUBLE STITCHED "J"

TYPE SEAMS

DIRTBAG PUMPED SILT CONTROL SYSTEM

NOT TO SCALE

SIDE VIEW

TOP VIEW

Addendum No. 1, May 24, 2019