2026-CU-032_Addendum 3.pdf

ADDENDUM NO. 3

ATTACHMENTS Page 1 of 4

September 24, 2026

STATE OF RHODE ISLAND

DEPARTMENT OF ADMINISTRATION

DIVISION OF PURCHASES BID NO. TCB. 26006227

RHODE ISLAND DEPARTMENT OF TRANSPORTATION

RHODE ISLAND CONTRACT NO. 2026-CU-032

FEDERAL-AID PROJECT NO. STP-PROT(005)

STATEWIDE STORMWATER IMPROVEMENTS – PROTECT GRANT

This project includes constructing 89 stormwater treatment units (STUs) statewide (within 10 watersheds) in

Rhode Island. Work will be construction of the STUs and include, but not be limited to, installation of erosion controls; handling, hauling, stockpiling, and management of contaminated soil; storm drainage; utility adjustments; temporary and permanent striping; flagpersons; temporary construction signs; new signage; field office; mobilization; maintenance and protection of traffic.

CITIES OF CRANSTON, EAST PROVIDENCE, PAWTUCKET, PROVIDENCE & WOONSOCKET

TOWNS OF COVENTRY, CUMBERLAND, EAST GREENWICH, JOHNSTON, LINCOLN, NORTH KINGSTOWN, NORTH PROVIDENCE, NORTH SMITHFIELD, PORTSMOUTH, SMITHFIELD & WEST GREENWICH

NOTICE TO PROSPECTIVE BIDDERS

ADDENDUM NO. 3 Prospective bidders and all concerned are hereby notified of the following changes in the

Plans, Specifications, Proposal and Distribution of Quantities for this contract. These changes shall be incorporated in the Plans, Specifications, Proposal and Distribution of Quantities, and shall become an integral part of the Contract Documents.

A. Vendor Questions & Answers

Question 15. Sheet CS-11 paragraph 17 states the requirements for a designated SWPPP contact person that needs to be available on site throughout the duration of the project – can you state the requirements or the qualification such a person must possess in order to qualify for said role?

Answer:

The requirements are stated on CS-11 Paragraph 17.

The Contractor must designate a SWPPP contact person, experienced in storm water management on construction sites, who is available on site throughout the life of the project, and who has the authority to direct contractor’s personnel and/or subcontractor’s personnel in carrying out corrective actions requested by RIDOT’s Qualified Plan Inspector and/or

Construction Manager.

The Contractor’s designated SWPPP contact person must be available to oversee all SWPPP related activities and to accompany the RIDOT’s Qualified Inspector, as requested, when inspections are performed. The Contractor shall identify the SWPPP contact person at the Pre-

Construction Meeting. The SWPPP contact person should be at the Pre-Construction Meeting, if possible.

Please note that the SWPPP inspector can be a different individual.

Please be advised that revisions to Specifications Section 206-212 now indicates that erosion and pollution controls shall be routinely inspected and maintained by the Contractor’s certified inspector, at the Contractor’s own expense (in accordance with the SWPPP and

SESC Plan & 212.03 Construction Methods).

PROTECT - GRANT

Addendum No. 3

ATTACHMENTS Page 2 of 4

A Certified Inspector (see 212.03.2a) is required and can be a Certified Professional in

Erosion and Sediment Control (CPESC), a Certified Professional in Stormwater Quality

(CPSWQ) or a RI Registered Professional (if competency is equal to CPESC or CPSWQ).

Question 16. Several project sites call for new epoxy pavement markings. Epoxy pavement markings are typically not applied until 2 weeks after asphalt paving is completed and are also not installed in colder temperatures as they require certain surface temp to allow proper adhesion. Please confirm that temporary waterborne pavement markings will allow the closeout of any STU items requiring epoxy pavement markings and the contractor is allowed to circle back when asphalt is set and/or temperature permits to install final epoxy pavement markings.

Installation of temporary waterborne pavement markings is acceptable to achieve the Interim

Completion, as defined in JS Section 108.10000, for locations requiring epoxy pavement markings. The contractor is allowed to install final epoxy pavement markings when asphalt is set and/or temperature permits. Final epoxy pavement markings will be required to achieve

Substantial Completion for these locations.

Question 17. Item 44, Item Code 999.9931 – Infiltration Basin (SCP-MOS-052):

The SCAP boundary shown by the shorter dotted line terminates at each end near the LOD line and does not appear to form a closed area. Please clarify the intended limits of the SCAP.

Is the SCAP boundary intended to follow the LOD line between the two termination points to complete the area, or should the two ends of the SCAP boundary be connected by a straight line?

Yes, the SCAP boundary is intended to follow the LOD/curb along the Exit 39C ramp to form a closed area.

Question 18. Item 44, Item Code 999.9931 – Infiltration Basin (SCP-MOS-052):

Is the approximately 50' x 86' area shown to the right of the gabion baskets intended to be a sand filter? The plans do not appear to provide any notes or material callouts identifying what material or treatment is required within this area. Please clarify the intended material and construction requirements for this area.

In the 50' x 86' area shown on Drainage & Utility Plan No. 8, there is a callout that reads

"SCP MOS 052 INFILTRATION BASIN." The STU should be constructed in accordance with the Infiltration Basin details and cross-sections shown on Details No. 2. Additionally, Note No. 4 on Drainage & Utility Plan No. 8 states "Test Pits indicate approximate 12-inch layer of organic material at elevation 28.00 to be over excavated and replaced with suitable material from the site."

Question 19. At STU locations where the State/EOR pre-characterization sampling identified soils as non-jurisdictional, the Contractor intends to live-load excess soil and transport it to the

Contractor’s privately owned facility for future reuse as clean soil. The facility is not a licensed disposal facility and will accept the soil based on the State/EOR analytical data provided in the Contract Documents.

ATTACHMENTS Page 3 of 4

The STRA allows off-site reuse sampling “or as alternatively agreed to” by the destination owner, RIDEM and RIDOT. Please confirm whether RIDOT/RIDEM will accept the existing

State/EOR analytical data as the required characterization, allowing these soils to be transported directly to the Contractor’s facility without additional Contractor sampling, testing, or temporary stockpiling.

The initial sampling was performed to assess the feasibility of the STUs at each location.

Excavated soil is considered Unclassified. Section 202.03.4.7 of the Blue Book requires the

Contractor to "Maintain the unclassified soil stockpile until the soil has been reused to backfill the excavation at the point of origin. Test, classify, and approve the excess unclassified stockpile soil for proper disposal off-site. See Subsection 202.02.3 for testing criteria."

Sampling shall consist of 1 sample for every 500 cubic yards collected via multi-point composite as described in the STRA work plan.

Question 20. The response to the following question appears to be incomplete:

"In Response to Q&A #7 below - RIDOT’s previous response states that the Contractor shall perform testing on soil to be disposed of off-site in accordance with the receiving facility’s requirements. Please clarify whether this requires the Contractor to collect & analyze new soil samples in all cases. If the Contractor’s proposed receiving facility reviews the State/EOR pre-characterization analytical data included in the Contract Documents & confirms that the existing data is sufficient for acceptance of soil from STU's identified as non-jurisdictional, with no additional sampling required by that facility, will RIDOT/RIDEM allow the

Contractor to dispose of that soil based upon the existing project analytical data without performing additional Contractor sampling?

If additional Contractor sampling is still required under that circumstance, please identify the required sampling frequency, analytical parameters, the spe?

Yes due to the limitations of the number of characters the response was truncated, therefore all vendors should review the posted Addendums where all Q&A is posted as well.

B. Document Attachments

1. 2026-CU-032 Plan Files – Volume 1

a. Drainage & Utility Plan No. 34 - Plan Sheet 44

Delete Plan Sheet 44 in its entirety and replace it with revised Plan Sheet 44 (R-1) attached to this

Addendum No. 3. The sheet has been revised.

b. Drainage & Utility Plan No. 35 - Plan Sheet 45

Delete Plan Sheet 45 in its entirety and replace it with revised Plan Sheet 45 (R-1) attached to this

c. Details No. 10 - Plan Sheet 56

Delete Plan Sheet 56 in its entirety and replace it with revised Plan Sheet 56 (R-1) attached to this

ATTACHMENTS Page 4 of 4

2. 2026-CU-032 CS Pages

a. Sequence of Construction – Page CS-9

Delete Page CS-9 (R-1) in its entirety and replace it with Page CS-9 (R-2) attached to this

Addendum No. 3. The Sequence of Construction has been revised.

D

P.O.B.

BK. 9836, PG. 342

& SURVEYOR'S DESCRIPTION

PROPOSED EASEMENT

HISTORICAL DISTRICT OVERLAY

ZONE "M-1"

P.O.B.

BK. 9836, PG. 342

Z O

N E

"M -1"

(M

IX

E D

U

SE

IN

D

U

ST

R

IA

L

Z O

N E

"M -M

U -90"

ZONE "M-2"

T O

V E

R

LA

Y

D

P.O.B.

BK. 9836, PG. 342

& SURVEYOR'S DESCRIPTION

PROPOSED EASEMENT

HISTORICAL DISTRICT OVERLAY

ZONE "M-1"

P.O.B.

BK. 9836, PG. 342

Z O

N E

"M -1"

(M

IX

E D

U

SE

IN

D

U

ST

R

IA

L

Z O

N E

"M -M

U -90"

ZONE "M-2"

T O

V E

R

LA

Y

LOD

PROMENADE STREET

PT-BATH-SOIL CELLS

SUBSURFACE

BIORETENTION CELLS

SEE DETAIL

CB

RIM=10.16

INV=8.3

12" STEEL

TP-BATH-1P

SHGT EL. <5.9

10+00 11+00 12+00 12+25

20' - 6" SOLID-WALL PVC

S=0.010 FT/FT

TRANSITION TO 6'' PERFORATED PVC

DISTRIBUTION PIPE

INV. = 11.2'

6" PERFORATED PVC

UNDERDRAIN

INV. = 8.8'

TRANSITION TO 6'' SOLID-WALL PVC

INV. = 8.8'

6'' PERFORATED PVC

DISTRIBUTION PIPE

INV. = 11.2'

Y-SPLIT TRANSITION TO SOLID-WALL PVC

INV. = 10.6'

6" PERFORATED PVC UNDERDRAIN

INV. = 8.6'

TRANSITION TO 6'' SOLID-WALL PVC

INV.=8.6'

TRANSITION TO 6'' PERFORATED PVC

INV. = 10.5'

6'' PERFORATED PVC DISTRIBUTION PIPE

INV.=10.5

BATH

STR

EET

DSW

43.1.0

43.3.0

BATH-1

TNP

CCB

IP

BATH-2

6.3.1

IP

BATH-3

IP

LOD

SEE NOTE 2

PBM-2

DFP

200 FT CRMC CONTIGUOUS AREA

FIELD DELINEATED TOP OF BANK

(MAN MADE SHORELINE)

14' - 6'' SOLID-WALL PVC

S =0.007 FT/FT

52' - 6'' SOLID-WALL PVC

S=0.007 FT/FT

26' - 6'' SOLID-WALL PVC

S=0.007 FT/FT

6'' SOLID-WALL PVC JUNCTION

INV. = 8.5'

37' - 6'' SOLID-WALL PVC

S=0.007 FT/FT

7' - 6'' SOLID-WALL PVC

S=0.007 FT/FT DFP

FDP-2

DRAINAGE STRUCTURE TABLE

STR. #

BATH-1

BATH-3

STATION & OFFSET

STA. 11+31, 47' LT.

STA. 11+40, 100' LT.

RIM ELEVATION

RIM=10.16

RIM=14.30

INVERTS

INV.(OUT)=8.30

INV.(IN)=8.30

INV.(OUT)=11.40

NOTES

EX. CB

RI STD. 4.4.0 CB W/ 4' SUMPINV.(IN)=11.00

BATH-2 STA. 10+48, 81' LT. RIM=14.25 RI STD. 4.4.0 CB W/ 4' SUMP

S76°45'38"E 225.00'

BATH STREET CONST.

4.4.0 4'

6.3.1

4.4.0 4'

CFS

CFS

WOONASQUATUCKET RIVER

FLOW

EBB

RHH

7.6.0M

RHH

7.6.0M

PT-BATH-PM

PAVEMENT REMOVAL

STA 10+00.00

N: 271866.5025 E: 348730.4501

STA 12+25.00

N: 271814.9724 E: 348949.4699

24'-1"±

18'-9"±

4'-11"

5'-4" 9'-4"

19'-9"

18'-2"

'-9

SEE NOTE 7

DRAINAGE & UTILITY PLAN NO. 34

PT-BATH-PM & PT-BATH-SOIL CELLS BATH STREET, PROVIDENCE

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100

RHODE ISLAND

STATEWIDE STORMWATER IMPROVEMENTS

PROTECT GRANT

STATEWIDE VOLUME 1

NOTES (MODIFIED):

1. SEE DETAILS NO. 10 FOR SITE-SPECIFIC DETAILS.

2. EXISTING 6-INCH DUCTILE IRON FIRE SERVICE TO REMAIN AND BE

PROTECTED IN PLACE. CONTRACTOR TO VERIFY UTILITY DEPTH.

3. MAINTAIN A MINIMUM SLOPE OF 0.007 FT/FT ON SOLID-WALL

DRAIN PIPES.

4. CONTRACTOR SHALL RESTRIPE ANY LOCATIONS THAT ARE

AFFECTED BY THE IMPROVEMENTS WITH EPOXY RESIN

PAVEMENT MARKINGS TO THEIR PRE-EXISTING CONDITIONS.

5. CONSTRUCTION FOR THIS LOCATION MUST BE COMPLETED BY

JUNE 30, 2027.

6. CONTRACTOR SHALL FIELD SURVEY EXISTING WHEELCHAIR

RAMP TO ESTABLISH GRADES PRIOR TO REPLACEMENT.

CONTRACTOR SHALL REPLACE RAMP TO MEET GRADES, MATCH

PRE-EXISTING DIMENSIONS, AND BE COMPLIANT. INSTALL A 5'

DETECTABLE WARNING SYSTEM PANEL TO MATCH THE WIDTH OF

THE RAMP STONE.

R-1

200 FT CRMC

CONTIGUOUS AREA

TOE OF EMBANKMENT

1-100

1-101

1-102 1-103

1-104

1-105

1-106

FIELD DELINEATED

INLAND EDGE OF

COASTAL FEATURE6"

6" CI

15 14

TP-DESOTO-1P

SHGT EL.=8.5

4+00 5+00 5+70

LOD

CFS

CCP

3'-12" RCP

S=0.010'/FT

A

B CCP

LS

RRB

CFS

RIMS=15.1±

INV OUT=12.6

SUMP EL.=9.6

RIMS=15.2±

INV OUT=12.7

SUMP EL.=9.7

7.3.0S

3'-12" RCP

S=0.010'/FT

7.3.0

7.3.1

W

OONASQUATUCKET RIVER

DFP

FDP

CCB

IP

7.3.7

6.3.2

3.5.0

CCB

IP

7.3.7

6.3.2

3.5.0

LOD

43.1.0

RHH

DSW

43.1.0

RHH

DSW

LOR

PBM-2

LOR

PBM-2

PT-SOTO-UIS

UNDERGROUND INFILTRATION

SYSTEM (R-TANK UD) (SEE DETAIL)

INVS IN=12.5

INV OUT=12.7

PT-SOTO-BS

ARMORED CHANNEL

(SEE DETAIL)

PT-SOTO-BS

INLET SETTLING STRUCTURE

(SEE DETAIL)

TOP EL.= 15.1

INVERT IN (PAVED WATERWAY) = 14.3

INVERT OUT=12.5

INSPECTION

PORT (TYP)

100-YEAR FLOODWAY

NO FILL BEYOND THIS POINT

MAINTAIN DRIVEWAY

ACCESS THROUGHOUT

CONSTRUCTION

39' - 12'' RCP

EXTENTS OF DOUBLE

LAYER R-TANK UD UNITS

VEGETATED AREA

BRUSH LINE

EDGE OF RIVER (BASE FLOW)

APPROXIMATE

PROPERTY LINE (TYP.)

DESOTO STREET CONST.

N25°06'54"E 270.00'

STA 4+64.8 ±

12.0' RT ±

STA 4+91.1 ±

11.2' RT ±

STA 4+66.7 ±

12.0' LT ±

STA 5+05.9 ±

11.9' LT ±

DE SOTO STREET

EXTENTS OF TRIPLE

LAYER R-TANK UD UNITS

FLOW

EBB

FDP-T

INSTALL TEMPORARY PAVEMENT PRIOR TO BLOCKING

DE SOTO STREET FOR STU CONSTRUCTION (SEE

DETAIL). FOLLOWING ROADWAY REPAVING, REMOVE

TEMPORARY PAVEMENT AND LOAM AND SEED.

2.3.0

STA 3+75.00

N: 269116.3012 E: 344957.0632

STA 5+70.00

N: 269292.8655 E: 345039.8281

EXTENTS OF STONE

BACKFILL

14.7±

14.3

8.4.0M

EXISTING SIGN

TO REMAIN

ROAD

WORK

AHEAD

W20-1 30"X30"

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100

RHODE ISLAND

STATEWIDE STORMWATER IMPROVEMENTS

PROTECT GRANT

STATEWIDE VOLUME 1

DRAINAGE & UTILITY PLAN NO. 35

PT-SOTO-BS & PT-SOTO-UIS DE SOTO STREET, PROVIDENCE

NOTES:

1. SEE DETAILS NO. 11 FOR SITE-SPECIFIC DETAILS.

2. CONTRACTOR SHALL RE-USE LOAM FROM SITE FOR FINAL

GRADING AND PLANTINGS. IMPORTED LOAM SHALL ONLY BE

ALLOWED AT DIRECTION OF ENGINEER.

3. CONTRACTOR SHALL RESTRIPE ANY LOCATIONS THAT ARE

AFFECTED BY THE IMPROVEMENTS WITH EPOXY RESIN

PAVEMENT MARKINGS TO THEIR PRE-EXISTING CONDITIONS.

4. CONSTRUCTION FOR THIS LOCATION MUST BE COMPLETED BY

JUNE 30, 2027.

5. CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN FULL

USER ACCESS TO THE GREENWAY BIKE PATH AT ALL TIMES.

TEMPORARY BARRIER AND TEMPORARY CONSTRUCTION

FENCING SHALL BE INSTALLED AS NEEDED TO PROTECT USERS

FROM THE CONSTRUCTION SITE.

PT-BATH-PM & PT-BATH-SOIL CELLS

SUBSURFACE BIORETENTION CELLS

NOT TO SCALE

4" PINE BARK MULCH OVER 4" LOAM BORROW

INSPECTION RISER

1" AIR SPACE BETWEEN SILVA CELL DECK AND PLANTING SOIL

SCREW CELL DECKS TO FRAMES AFTER SNAPPING IN PLACE, TYP.

GEOGRID 'J' 6'' MIN. BELOW BACKFILL AT BASE

3/16'' X 14'' ZIP TIES, ATTACHING GEOGRID TO SOIL CELLS AT EACH

LEVEL AND AT CELL DECK

BACKFILL INSTALLED IN 8'' LIFTS, WITHIN 4''-6'' FROM TOP OF

DECKS, COMPACTED TO 95%

ANCHOR EACH SOIL CELL TO GROUND WITH FOUR (4) 10'' SPIKES,

<10MM DIA., SEE CELL BASE FOR SPIKE HOLE, TYP.SUBGRADE BELOW GEOTEXTILE FABRIC AND AGGREGATE BASE

COURSE, COMPACTED TO 95%

4'' AGGREGATE SUB BASE, COMPACTED TO 95%

PLANTING SOIL PER SOIL CELL SPECIFICATIONS, INSTALLED IN 8''

LIFTS (2 LIFTS PER CELL)

FILTER FABRIC

SOIL CELL BASE SLOPE TO MAX. 5%

GEOTEXTILE FABRIC, 18" MIN. OVERLAP PAST EXCAVATION

GENERAL NOTES (MODIFIED)

1. THE STORMWATER TREATMENT UNIT (STU) SHALL BE CONSTRUCTED IN CONFORMANCE WITH APPENDIX F.5

(CONSTRUCTION STANDARDS/SPECIFICATIONS FOR FILTER BMPs) OF THE RHODE ISLAND STORMWATER

DESIGN AND INSTALLATION STANDARDS MANUAL (RISDISM) AMENDED MARCH 2015.

2. POLYPROPYLENE SOIL CELL UNITS SHALL BE SILVA CELLS MANUFACTURED BY DEEPROOT GREEN

INFRASTRUCTURE, LLC OR APPROVED EQUAL.

3. CARE SHALL BE TAKEN TO AVOID COMPACTION OF NATIVE SUBGRADE MATERIAL IN ALL INFILTRATION AND FILTER BED AREAS. IF CONSTRUCTION VEHICLES ARE DRIVEN OVER THE PREPARED SUBGRADE, THE SOIL MUST BE SUITABLY AMENDED AND TILLED TO RESTORE ITS INFILTRATION CAPACITY AS DIRECTED BY THE

ENGINEER.

4. UNLESS NOTED, ALL FILTER FABRIC SHALL BE MIRAFI 140N OR APPROVED NON-WOVEN GEOTEXTILE EQUAL.

5. AGGREGATE FOR BASE SHALL BE CRUSHED GRAVEL CONFORMING TO SUBSECTION M01.09, COLUMN II OF

THE STANDARD SPECIFICATIONS.

6" PERFORATED PVC UNDERDRAIN (TYP.)

OUTLET HOOD DETAIL

NOT TO SCALE

NOTE: OUTLET HOOD SHALL BE A SNOUT MODEL 12R

MANUFACTURED BY BMP INC, LYME CT OR APPROVED EQUAL.

.0

0"

7.75"

9.00"

5.

FRONT SIDE

PLAN

1" PVC ANTI-SIPHON

PIPE ADAPTER

6.50"

7.

9.

7.

.2 5"

18.00"

14.00"

0.75"

REMOVABLE

WATERTIGHT ACCESS

PORT, 6" OPENING

RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

1 Cedar Street Suite 400 Providence, RI 02903 401.272.8100

RHODE ISLAND

STATEWIDE STORMWATER IMPROVEMENTS

PROTECT GRANT

STATEWIDE VOLUME 1

DETAILS NO. 10

CS-9

The Woonasquatucket River Watershed Council (WRWC) will be performing work on the Bath Street Pocket Park immediately following completion of these

STUs.

The Contractor must request a partial final completion on these STUs on or before June 30, 2027 in order for RIDOT to schedule an interim final inspection.

The Contractor must complete the punchlist work items, receive partial acceptance, and release the site to the WRWC.

o STUs PT-SOTO-BS & PT-SOTO-UIS (Volume 1 – Drainage & Utility Plan No. 35) shall be constructed before June 30, 2027.

The WRWC will be performing work on the Soto Street immediately following completion of these STUs.

The Contractor must request a partial final completion on these STUs on or before June 30, 2027 in order for RIDOT to schedule an interim final inspection.

The Contractor must complete the punchlist work items, receive partial acceptance, and release the site to the WRWC.

o STU PT-EPVD-BSE/BSW (Volume 1 – Drainage & Utility Plan No. 36) shall be constructed between July 1, 2027 and August 20, 2027.

o SCP-LWR-016, STU-WB-021B, SCP-LWR-022, and STU-WB-118B shall be constructed between June 15, 2028 and August 30, 2028.

• The Contractor shall coordinate, cooperate and schedule his work and all segments thereof with the Engineer, other contractors, utility owners, and applicable local authorities, so as to minimize impacts to the construction schedule.

• The Department expects the Contractor to work year-round. There is no Winter Shutdown for this project. The standard Winter Shutdown is being overridden with three working days/week during the typical Winter Shutdown period. The Contractor shall consider this time period when developing the baseline schedule.

• In accordance with the Endangered Species Act, all tree removal/trimming shall be completed between November 1 and April 14. See conservation measures in Appendix O for details.

• In accordance with the Endangered Species Act, temporary lighting shall be directed away from suitable habitat between April 15 and October 31, using downward-facing, full cutoff lens lights when installing new or replacing existing permanent lights. See conservation measures in

Appendix O for details.

• In cases of emergency and/or as directed by the Engineer, the Contractor shall move equipment to allow for the passage of emergency vehicles and/or open closed lanes to maintain traffic flow.

7. Transportation Management Plan

The Transportation Management Plan (TMP) is provided in the Appendix B. In the event of a discrepancy between information in the TMP and information elsewhere in the Contract Documents, the TMP shall govern.

The Contractor’s TMP Implementation Manager shall sign and return the TMP to the Department’s

Project Manager in advance of the Pre-Construction Conference.

R-2