SUDBURY POLICE HEADQUARTERS ADDENDUM No.5

August 15, 2014 Page 1 of 7

1. Section10300 Metal Lockers 2.1: Wardrobe lockers shall be 90” high not 84” high

Accessories and features of wardrobe lockers shall be as specified and include: Document holder 3 Hook adjustable bracket assembly Interior drawer unit

Wardrobe lockers shall be furnished and installed with manufacturer’s electrical “plug and play” component.

2. Section10300, 2.3

Evidence pass thru lockers shall be equal to Spacesaver Model Numbers” 36” – EDSPO5MS3V (includes mail slot and refrigerated unit) 24” – ED3P12

3. Section 10300 2.4 – Gun lockers shall be as shown on the plans and as follows: 2 each EDHGF01 1 each EDHGF02V 4 each EDHGF04V 1 each EDHGF06

4. Provide crown moulding (Azek Imperial Rake Crown AZM-6937) near the top of all

corner pilasters as shown on the exterior elevations.

5. SPECIFICATION MODIFICATIONS:

The following modifications, amendments, deletions and additions shall be made to the Construction Specifications for the Sudbury Police Headquarters specifications and drawings (Contract Documents), added text is bolded (bold); omissions are italicized (italicized); words or sentences to be removed are struck out (struck out):

Section 02630 STORM DRAINAGE:

Amend Section 2.08 C, as follows:

C. All accessories needed to connect to StormTank System shall be as supplied by the manufacturer or approved by the StormTank System manufacturer for use with the system, except as noted below.

1. The Valve Box Cover for the Inspection Port shall be equal to: E. J. Group, Inc. ( formerly East Jordan Iron Works), 1125 Pearl Street, Brockton MA 2302 USA; Tel: (508) 586-3130; fax (508) 580-2740; email: customersupport@ejco.com: Curb box assembly Model no. 1566Z/1566A, with 3/8” engraved or cast-in lettering “Storm”, heavy duty curb box and cover, made in North American, with a minimum of two (2) 3/8 x 16 x 1-1/2” F.H. socket cap screws or approved equal.

SUDBURY POLICE HEADQUARTERS ADDENDUM No.5

August 15, 2014 Page 2 of 7

DRAWING CHANGES:

Sheet C-3.0: Replace the entire sheet with the enclosed drawing: C-3.0. The changes on the drawing are highlighted with revision clouds and include: ;

a. Revisions to all recharge areas to provide a minimum of 12” of crushed stone above the recharge modules. This revision also ensures that a minimum of six (6”) inches of top soil can be placed above all units.

b. The grading over Recharge Area 3 has been modified to accommodate the changes noted in item # 1, above.

c. The grading over Recharge Area 2 has spot grades added to accommodate the changes noted in item 1, above. A notation has been added to DMH J, “See Detail”. This detail has been added to Sheet C-3.2.

d. The new grading as over recharge area 3 has been added to this sheet.

Sheet C-3.2 Replace the entire sheet with the enclosed drawing: C-3.2. The changes on the drawing are highlighted with revision clouds and include: ; a. Recharge Area 3 Detail has been revised to indicate the top of stone

elevation, the location and requirement for connecting headers into the outlet structure and the extension limits of the headers into the modules.

b. The Inspection port detail has been revised and now includes the requirement for a Valve Box Cover. The detail has been completely changed.

c. A Detail for the connection of DMH J has been added to this sheet. d. The new grading as over recharge area 3 has been added to this sheet.

6. Trussbuilt Corporation is an acceptable supplier for security ceilings in detention. 7. “Florock” does not meet the requirements of the documents and is not an acceptable

epoxy flooring material.

8. Sweeper Metal Fabricators Corp. does not meet the requirements of the documents and is not an acceptable supplier for cell fronts and detention equipment.

9. Correction – Addendum #4, Item 5 – Corridor 1 is Room #202.

10. The following drawings are hereby included as part of the contract documents: SKA.10, SKA.11, C-3.0, C-3.2, and SKC.01

END OF ADDENDUM No. 5

PlacesAssociates, Inc.

DATE OF ENDORSEMENT:

APPROVAL UNDER SITE PLAN REVIEW REQUIRED

DATE OF APPROVAL:

Sudbury Board of SelectmenAPPROVED APPROVED WITH CONDITIONS

BUILDING INSPECTOR:

PLANNING DIRECTOR:

TOWN ENGINEER/DPW DIRECTOR:

PlacesAssociates, Inc.

DATE OF ENDORSEMENT:

APPROVAL UNDER SITE PLAN REVIEW REQUIRED

DATE OF APPROVAL:

Sudbury Board of Selectmen

SUB-BASE/EXIST SOIL

ROAD BASE

GEOTEXTILE NON-WOVEN FABRIC

PERIMETER OF STORMTANKS

BASE:3/4" CRUSHED STONEASTM D2321 MATERIALS6" MIN. IN DEPTHFREE FROM LUMP & DEBRIS

STORM TANK MODULES

SUITABLE MATERIALS FOR ROAD BASE:

GEOTECHNICAL ENGINEER TO SPECIFY ROAD BASE

FOR VEHICULAR TRAFFIC

2 FT. MIN. COVERAGE (FROM TOP OF STORMTANK

TO FINISH SURFACE) TO ACHIEVE LAOD RATING

(MAXIMUM DEPTH FROM BOTTOM OF MODULES TO

FINISH SURFACE IS 11 FT.)

TYPICAL TOPSOIL COVER WITH GRASS

OR SUITABLE GROUND COVER

STORM TANK SIDE PANEL

6 OZ. - GEOTEXTILE NON-WOVEN FABRIC

AROUND THE PERIMETER OF STORMTANKS

B.O. UNIT

T.O. UNIT

GRADE

MIN.

T.O. STONE

SIDE BACKFILL:3/4"CRUSHED STONE

ASTM D2321 MATERIALS24" WIDE AROUND

ENTIRE PERIMETER

TOP FILL:3/4 CRUSHED STONEASTM D2321 MATERIALS12" IN DEPTHFREE FROM LUMPS & DEBRIS

COMPACTED FILL

CLEAN FILL

6" MINIMUM DEPTH (INCLUDING TOPSOIL)

COMPACTED TO 90% STD. PROCTOR DENSITY

VEHICULARNON-VEHICULAR

TRAFFIC TRAFFIC

NO SUBSTITUTIONS ALLOWED WITHOUTPRIOR ENGINEER REVIEW AND APPROVAL.

APPROVED APPROVED WITH CONDITIONS

BUILDING INSPECTOR:

PLANNING DIRECTOR:

TOWN ENGINEER/DPW DIRECTOR:

ƒ = 28 DAYS