Addendum 1_05-25-17ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 1 of 9
KLEINFELDER
G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Documents\Bidding\Addendum 1\05-25-17.doc May 25, 2017
NOTICE TO ALL BIDDERS:
A pre-bid conference was held at the Northampton City Hall Municipal Building at 10:00 a.m. on May
17, 2017 followed by a visit to the former Northampton Lumberyard site located at 256 Pleasant Street.
Representatives from the following companies were present:
W. M. Shultz Construction, Inc., Ballston, New York
Clayton D. Davenport, Inc, Greenfield, Massachusetts
E. T. & L. Corp., Stow, Massachusetts
Robert B. Our Co., Inc., Harwich, Massachusetts
During the site visit Kleinfelder provided an overview of the scope of work, after which all Contractors
were invited to walk the site to acquaint themselves with existing conditions.
Contract Documents
On which General Bids were to be received on Wednesday, May 31, 2017 at 2:00 p.m., make the
following changes and/or additions to the Contract Documents. The items set forth herein, whether of
omission, addition, substitution, or clarification, are all to be included in and form a part of the proposed
work.
Inclusion of this Addendum must be acknowledged by inserting its number where indicated on the Bid
Forms (Section 00300). Failure to acknowledge any and all addenda where provided on the Bid Forms
may be cause for rejection of the bid by the City of Northampton on the basis that it is not responsive.
MODIFICATION TO BID OPENING DATES
Bid Opening:
The Bid Opening date has been moved from Wednesday, May 31, 2017 at 2:00 p.m. to Thursday,
June 1, 2017 at 3:30 p.m.
GENERAL INFORMATION:
Site Visits During Bid Period:
Interested bidders may visit the site during the bid period to further acquaint themselves with existing
site conditions. However, the site is periodically occupied by a contractor presently working in the
area. Therefore, access to the site is typically available during normal weekday work hours.
However, it should be noted that the site is fenced and will be locked when the contractor is not on
site. In the event, an interested bidder wishes to access the site at a specific time and date may do so
with prior coordination through Laura Baker (Project Manager) of Valley Community Development
Corporation, who can be reached at 413-586-5855, ext. 100.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 2 of 9
KLEINFELDER
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Questions:
Presented below are responses to: 6) questions posed by bidders during the pre-bid conference; and
2) written questions submitted by bidders to Kleinfelder. Bidder questions are presented in italicized
text.
1. Is the Proposed Box Culvert separate from Support of Excavation?
Response:
Yes. The intent was to have the support of excavation for the 6’x6’ reinforced box culvert as a
separate pay item from the proposed culvert installation. Refer to the revised measurement
and payment (Section 01150) in this Addendum for additional clarification. Support of
Excavation for the 6’x6’ Reinforced Box Culvert is accounted for under Pay Item 28.
2. Is the Sheeting intended to remain in place after construction?
Response:
Yes, the sheeting for the support of excavation for the proposed box culvert is intended to
remain in place after construction. Refer to the revised measurement and payment (Section
01150) in this Addendum for additional clarification. Refer to new Pay Item 28.
3. Is there an insurance requirement for the railroad?
Response:
Yes. Railroad requirements are presented in Section 01040, 3.3F (Project Coordination) and
Appendix E of the Contract Specification.
4. Are Railroad Flaggers required on this project?
Response:
Yes. As referenced in Section 01040, 3.3G (Project Coordination) of the Contract
Specifications, coordination contact for railroad flaggers is Dillon O’Toole. He can be reached
at (978) 663-1077.
5. Where is the discharge point for the Contractor’s proposed dewatering system?
Response:
The Contractor shall not discharge water from dewatering operations directly into any stream,
channel, or any storm sewer. Water from dewatering operations shall be treated by an
approved method to knock out sediment contained in the water. Approved sediment removal
treatment system can discharge water to the existing brick culvert at the downstream tie-in
location. Refer to Section 02140 – Dewatering Specification for additional information.
6. Is there a set allowance provided for Police Detail?
Response:
Yes. Under Bid Item 22 – Uniformed Police for Traffic Control a $45,000 allowance is
provided.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 3 of 9
KLEINFELDER
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7. Is a Bidders List Available?
Response:
Yes. See attached Bidders List.
8. Since no amount was given in the bid package for Price Adjustment Bid Items for Diesel,
Portland Cement, and Liquid Asphalt, will there be an Addenda to address TBD value for
each item?
Response:
The Price Adjustment Pay Items (items 25A, 25B, 26 & 27) for Diesel, Liquid Asphalt and
Portland Cement, respectively have been revised from a unit value to an allowance.
The base price for the abovementioned materials shall be set by the City at the time of
advertisement, which is defined as the month of May 2017. Once the period price for the
respective material is posted by MassDOT – Highway Division for the month of May 2017,
this price will constitute as the actual Base Price for Pay Item 25A, 25B, 26 & 27.
SPECIFICATIONS:
Section 00020 Invitation to Bid, DELETE the 8th paragraph stating “All work must be substantially
complete by October 1, 2017 and commence within ten (10) days following effective date of the
Agreement” and REPLACE with the following new paragraph:
The contractor shall commence work within ten (10) calendar days following effective date of the
Agreement, which is expected to be no later than June 30th, 2017. The contractor shall meet a
milestone that includes the complete installation and backfill of the proposed 6’x6’ box culvert from
Station 0+40 within the site proper to Holyoke Street at station 2+20, successfully demolish and remove
existing catch basins No. 4 and No. 7, completely install proposed drain manholes P-MH2 and a
minimum of 40-linear feet of associated 12-inch RCP draining to P-MH3, and complete the depletion of
soil stockpiles on site that interfere with the building site contractor and prevent him from constructing
building foundations for the proposed building. This milestone shall be complete by no later than
Friday October 20, 2017 or within 112 calendar days from the effective date of the Agreement, if said
Agreement is not in effect until after June 30, 2017. If the contractor is complete with this milestone
prior to October 20, 2017 or in less than 112 calendar days from the effective date of the Agreement, he
will be compensated up to $1,500 per each calendar day that the milestone has been completed early, up
to a maximum period of 20 calendar days or $30,000.”
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 4 of 9
KLEINFELDER
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Section 00301 Bid Form, DELETE specification section 00301 Bid Form in its entirety and
REPLACE with NEW section 00301 Bid Form attached to this Addendum.
Summary of items revised in the NEW Bid Form include the following:
· Pay Item 8 - Groundwater Control change title to Groundwater Control and
Wet Weather Surface Water Control.
· Pay Item 25A - Price Adjustment for Fuel, Diesel for Excavation Work and
Pay Item 25B - Price Adjustment for Fuel, Diesel for Surface Work changed
measurement of payment from Unit Price to an Allowance.
· Pay Item 26 - Price Adjustment for Liquid Asphalt changed measurement of
payment from Unit Price to an Allowance.
· Pay Item 27 - Price Adjustment for Portland Cement changed measurement
of payment from Unit Price to an Allowance.
· Pay Item 28 - Support of Excavation for the 6’x6’ Reinforced Box Culvert
NEW pay item added as part of this Addendum.
Section 01150 Measurement and Payment, Pay Item 7. Stormwater Bypass Pumping, DELETE
first sentence in the first paragraph and REPLACE with the following NEW
sentence:
Payment for Stormwater Bypass Pumping in the existing brick culvert shall be
based on the Lump Sum price bid for this item.
Section 01150 Measurement and Payment, Pay Item 8. Groundwater Control, DELETE in its
entirety and REPLACE with the following Pay Item 8:
Item 8, Groundwater Control and Wet Weather Surface Water Control:
1. Payment for construction dewatering and surface water control under wet
weather conditions will be based on the lump sum price bid for this item. Under
the lump sum price for this item, the Contractor shall furnish all labor, materials,
tools, equipment, and incidentals required for treatment and control of
construction dewatering and surface water control during wet weather event
complete, as required and as directed by the Engineer. The work includes but is
not limited to mobilization and demobilization of the complete system(s); design
of the system(s); furnishing and installing treatment system(s); maintenance of
the treatment system(s); “breakdown”, transportation and set-up of the treatment
system(s) between on-site areas requiring treatment; sampling; reporting;
maintenance of all logs and other documentation required; laboratory testing;
coordination with permitting agencies and the Owner and Engineer; compliance
with all permit requirements; removal, transportation, stockpiling, testing and
disposal of all collected sediment; Dewatering Professional services; Dewatering
Specialist services and all incidental work not included for payment elsewhere.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 5 of 9
KLEINFELDER
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2. The surface water control would be required during wet weather events at those
location where existing drainage structures or conveyance pipes will be
demolished and/or abandoned and the final re-connection to the proposed
drainage structure or conveyance pipe has not been occurred. The Contractor
shall prepare a surface water control that address the control and treatment of
stormwater run-off from those drainage structures or conveyance pipe
temporarily removed from service. Contractor will be required to treat the
surface water control discharge in the same manner as the dewatering control
discharge water. The intent of the surface water control is to manage
stormwater, and prevent flooding on site.
3. Measurement for payment for construction dewatering and surface water control
will be on a percent complete basis for treatment and control of dewatering
activities, as determined by the Engineer. The Contractor shall be paid once the
dewatering system(s) is onsite and operational, as required by the applicable
dewatering permits, and as directed by the Owner or Engineer. A dewatering
treatment system shall include a settling tank, hose connections, hoses and other
treatment apparatus.
Section 01150 Measurement and Payment, Pay Item 9. 6-ft x 6-ft Reinforced Concrete Box
Culvert, DELETE first three paragraphs and REPLACE with the following NEW
paragraphs:
1. Under the unit price, the Contractor shall furnish and install Reinforced Concrete
Box Culvert as shown on the plans.
The unit price will constitute full compensation for furnishing and installing
reinforced precast concrete culvert of size indicated on the plans complete,
including furnishing and installing culvert and fittings, neoprene gasket at joints,
install exterior face (self-adhesive) bitumen joint wrap, angled (sweep) culvert,
making connections to existing culvert, coring and sealing of box culvert for
proposed penetration of drainage pipe stub, removal and disposal of existing pipes
and fittings, damp-proofing, and providing a certificate of design.
The complete construction also includes, saw-cutting pavement, excavation,
backfill using excavated materials and gravel as indicated, crushed stone bedding,
geotextile filter fabric, compaction, compaction testing, protection of utilities,
repair and/or relocation of any utility lines broken and/or conflicting with
construction, temporary pavement repairs, restoration of disturbed areas, clean up
and all other appurtenant materials and work incidental thereto and not specifically
included for payment under other items.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 6 of 9
KLEINFELDER
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Section 01150 Measurement and Payment, Pay Item 25A Price Adjustment for Fuel, Diesel for
Excavation Work, and Pay Item 25B Price Adjustment for Fuel, Diesel for Surface
Work, DELETE 1st paragraph and REPLACE with the following NEW 1st
paragraph:
1. A base price for fuel (diesel) shall be set by the City at the time of advertisement,
which is defined as May 2017. Once the diesel period price ($/gallon) for May
2017 is posted by MassDOT – Highway Division, this price will constitute as the
actual Base Price for this Pay Item.
DELETE 6th paragraph and REPLACE with the following NEW 6th paragraph:
6. The fuel factors will be multiplied by the approved quantities of work done during
each monthly period and further multiplied by the variance in price from the base
price to the period price, as shown in the following equations.
a. Excavation/Borrow Work:
(0.29 gal/CY)*(CY)*[period price-base price ($/gal)]
b. Surfacing Work:
(2.90 gal/ton)*(tons)*[period price- base price ($/gal)]
ADD new 8th paragraph following 7th paragraph with the following paragraph:
8. Price adjustment for fuel, when required, shall be paid under the allowance stated
in the Bid. The allowance stated in the Bid is approximate, and the actual amount
to be paid may be more or less, but shall match the actual amount authorized by
the Engineer.
Section 01150 Measurement and Payment, Pay Item 26 Price Adjustment for Liquid Asphalt,
DELETE 1st paragraph and REPLACE with the following NEW 1st paragraph:
1. A base price for liquid asphalt material shall be set by the City at the time of
advertisement, which is defined as May 2017. Once the liquid asphalt period price
($/ton) for May 2017 is posted by MassDOT – Highway Division, this price will
constitute as the actual Base Price for this Pay Item.
DELETE 6th paragraph and REPLACE with the following NEW 6th paragraph:
6. The approved number of tons of hot mix asphalt mixtures placed during each
monthly period will be multiplied by the liquid asphalt content percentage, and
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 7 of 9
KLEINFELDER
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further multiplied by the variance in price between the base price and the period
price, as shown in the following equation.
(tons placed)*(content percentage)*[period price - base period ($/ton)]
ADD new 8th paragraph following 7th paragraph with the following paragraph:
8. Price adjustment for fuel, when required, shall be paid under the allowance stated
in the Bid. The allowance stated in the Bid is approximate, and the actual amount
to be paid may be more or less, but shall match the actual amount authorized by
the Engineer.
Section 01150 Measurement and Payment, Pay Item 27 Price Adjustment for Portland Cement,
DELETE 1st paragraph and REPLACE with the following NEW 1st paragraph:
1. A base price for Portland Cement material shall be set by the City at the time of
advertisement, which is defined as May 2017. Once the Portland Cement period
price ($/ton) for May 2017 is posted by MassDOT – Highway Division, this price
will constitute as the actual Base Price for this Pay Item.
DELETE 6th paragraph and REPLACE with the following NEW 6th paragraph:
6. The approved number of cubic yards of Portland cement concrete placed during
each monthly period will be multiplied by the Portland cement content percentage,
and further multiplied by the variance in price between the base price and the
period price, as shown in the following equation.
(tons placed)*(content percentage)*[period price – base period ($/ton)]
ADD new 8th paragraph following 7th paragraph with the following paragraph:
8. Price adjustment for fuel, when required, shall be paid under the allowance stated
in the Bid. The allowance stated in the Bid is approximate, and the actual amount
to be paid may be more or less, but shall match the actual amount authorized by
the Engineer.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 8 of 9
KLEINFELDER
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Section 01150 Measurement and Payment, ADD Pay Item 28 Support of Excavation for the 6’x6’
Reinforced Box culvert with the following NEW pay item description:
Item 28, Support of Excavation for the 6’x6’ Reinforced Box Culvert:
1. Under the lump sum price for this Pay Item, the Contractor shall furnish and install
all work required to construct the support of excavation for the Proposed Box
Culvert, which is not specifically addressed under the other Pay Items specified
herein. Measurement for payment for Support of Excavation for the Proposed Box
Culvert will be on a percent of the completed work as determined by the Engineer
based on a Contractor submitted and Owner/Engineer approved lump sum schedule
of values.
2. Payment for Support of Excavation for the 6’x6’ Reinforced Box Culvert under the
lump sum bid price for this item, the Contractor shall furnish all labor, materials,
tools, equipment, and incidentals required to install the support of excavation system
complete, meeting the requirements of drawings S-1 through S-6, and as directed by
the Engineer. The work includes, but is not limited to, mobilization and
demobilization of the required equipment; access; installation of excavation support;
backfilling of voids behind support of excavation per one of the approved methods;
furnish and install steel sheet piles; furnish and install internal bracing including
struts, wales, brackets, and corner braces; furnish and install materials to maintain
the continuity of the shoring system and provide groundwater cut-off at the upstream
tie-in to the existing arch culvert and the downstream tie-in to the 60-inch RCP;
location and removal of all abandoned utilities or other underground obstructions
that interfere with the installation or construction of the support of excavation
system; cut and removal of steel sheeting a minimum of 6 feet below finished grade
in Holyoke Street (right of way) and a minimum of 1 foot below finished grade
elsewhere; remainder of sheet to remain inplace after construction; contractor shall
include cost for off-site disposal of the steel sheet cut and removed; Contractor shall
remove upper and middle level bracing elements; lower bracing to remain inplace;
and all incidental work not included for payment elsewhere.
DRAWINGS:
The following changes have been made to the Contract Drawings:
Sheet C-3 ADD new note number 19 to the Demolition Notes provided on Sheet C-3 of the
Drawings. New note number 19 reads as follows:
19. For the demolition of the existing brick culvert at the proposed culvert tie-in
points or other locations, it has been determined that the culvert is
constructed of multiple courses of bricks. According to the City, it is
anticipated that demolition of the existing brick culvert may require the
removal of approximately 6 to 9 courses of brick, or more, to penetrate the
culvert.
ADDENDUM NO. 1
CONTRACT AND SPECIFICATIONS FOR
FORMER NORTHAMPTON LUMBERYARD (256 PLEASANT ST.) DRAIN
RELOCATION
NORTHAMPTON, MASSACHUSETTS
Page 9 of 9
KLEINFELDER
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Sheet C-10 DELETE Sheets Sheet C-10, and REPLACE with revised Sheet C-10. Revised
Sheet C-10 has ADDED Construction Monitoring points to 270 and 274 Pleasant
Street. Refer to Sheet C-10.
Sheets S-1 to S-6 DELETE Sheets S-1 through S-6 and REPLACE with revised Sheets S-1
through S-6 attached to this Addendum. Refer to the Drawings that follow this
page for revisions on Sheets S-1 thru S-6 of the drawings.
END OF ADDENDUM NO. 1
(Addendum Specifications & Drawings Follow This Page)
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -1 Addendum #1
SECTION 00301
BID FORM
(Revised May 25, 2017 – Addendum 1)
To the City of Northampton, herein called the Owner, acting by and through its Department
of Planning & Sustainability:
The Undersigned, as bidder, herein referred to as singular and masculine, declares as follows:
(1) The only parties interested in this BID as Principals are named herein;
(2) this BID is made without collusion with any other person, firm, or
corporation;
(3) no officer, agent, or employee of the Owner is directly or indirectly interested
in this BID;
(4) he has carefully examined the site of the proposed Work and fully informed
and satisfied himself as to the conditions there existing, the character and
requirements of the proposed Work, the difficulties attendant upon its
execution and the accuracy of all estimated quantities stated in this BID, and
he has carefully read and examined the Drawings, the annexed proposed
AGREEMENT and the Specifications and other Contract Documents therein
referred to and knows and understands the terms and provisions thereof;
(5) he understands that information relative to subsurface and other conditions,
natural phenomena, existing pipes and other structures (surface and/or
subsurface) has been furnished only for his information and convenience
without any warranty or guarantee, expressed or implied, that the subsurface
and/or other conditions, natural phenomena, existing pipes and other
structures (surface and/or subsurface) actually encountered will be the same
as those shown on the Drawings or in any of the other Contract Documents
and he agrees that he shall not use or be entitled to use any such information
made available to him through the Contract Documents or otherwise or
obtained by him in his own examination of the site, as a basis of or ground for
any claim against the Owner or the Engineer arising from or by reason of any
variance which may exist between the aforesaid information made available
to or acquired by him and the subsurface and/or other conditions,
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -2 Addendum #1
natural phenomena, existing pipes and other structures (surface and/or
subsurface) actually encountered during the construction work, and he has
made due allowance therefor in this BID;
(6) and he understands that the quantities of work tabulated in this BID or
indicated on the Drawings or in the Specifications or other Contract
Documents are only approximate and are subject to increase or decrease as
deemed necessary by the Engineer;
and he agrees that, if this BID is accepted he will contract with the Owner, as provided in
the copy of the Contract Documents deposited in the office of the Engineer, this BID form
being part of said Contract Documents, and that he will perform all the work and furnish
all the materials and equipment, and provide all labor, services, plant, machinery,
apparatus, appliances, tools, supplies and all other things required by the Contract
Documents in the manner and within the time therein prescribed and according to the
requirements of the Engineer as therein set forth, and that he will take in full payment
therefor the lump sum or unit price applicable to each item of the Work as stated in the
schedule below.
(Note: Bidders must bid on each item. All entries in the entire BID must be made clearly
and in ink. In case of discrepancy between prices in writing and in figures; the writing
shall govern. In case of discrepancy between the product obtained by multiplying the
estimated quantity by the unit price, and the extended amount, the product obtained shall
govern. In case of discrepancy between total of extended amounts and total amount of bid
stated, total of items shall govern. Use the pages in this document when submitting
proposal and submit contract documents intact).
Refer to Section 01150 - Measurement and Payment for Item Descriptions.
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
1
Mobilization/Demobilization
______________________________
Dollars ($ )
(Not to exceed 5% of total remaining Bid Items)
lump
sum 1
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -3 Addendum #1
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
2
Erosion and Sedimentation Control
______________________________
Dollars ($ )
lump
sum 1
3
Exploratory Excavation
______________________________
Dollars ($ )
cubic
yard 150
4
Site Preparation
______________________________
Dollars ($ )
lump
sum 1
5
Utility & Railroad Coordination
______________________________
Dollars ($ )
Lump
sum 1
6
Geotechnical Instrumentation &
Monitoring
______________________________
Dollars ($ )
lump
sum 1
7
Stormwater Bypass Pumping
______________________________
Dollars ($ )
lump
sum 1
8
Groundwater Control and Wet Weather
Surface Water Control
______________________________
Dollars ($ )
lump
sum 1
9
6-ft x 6-ft Reinforced Box Culvert
______________________________
Dollars ($ )
Linear
foot 338
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -4 Addendum #1
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
10A
12-inch (Class IV) Reinforced Concrete
Pipe
______________________________
Dollars ($ )
linear
foot 128
10B
15-inch (Class IV) Reinforced Concrete
Pipe
______________________________
Dollars ($ )
linear
foot 24
10C
24-inch (Class IV) Reinforced Concrete
Pipe
______________________________
Dollars ($ )
linear
foot 48
11
12-inch (Class 53) Ductile Iron Pipe
______________________________
Dollars ($ )
linear
foot 40
12
10-inch PVC Pipe
______________________________
Dollars ($ )
linear
foot 120
13
Catch Basin
______________________________
Dollars ($ )
vertical
foot 10
14A
4-ft Drain Manhole
______________________________
Dollars ($ )
Vertical
foot 32
14B
4-ft Drop Manhole
______________________________
Dollars ($ )
vertical
foot 12
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -5 Addendum #1
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
14C
6-ft Drain Drop Manhole
______________________________
Dollars ($ )
Vertical
foot 14
15
Demolition & Removal Drainage Pipe,
Manhole, Catch Basin or Other Structure
______________________________
Dollars ($ )
Lump
sum 1
16
Abandonment Existing Brick Arch Culvert
with Flowable Fill
______________________________
Dollars ($ )
linear
foot 310
17
Excavation of Unsuitable Material Below
Grade
______________________________
Dollars ($ )
cubic
yard 75
18
Rock Excavation
______________________________
Dollars ($ )
cubic
yard 50
19
Dense Graded Crushed Stone
______________________________
Dollars ($ )
square
yard
400
20A
Bituminous Concrete Pavement – Top
Course
______________________________
Dollars ($ )
Tons 10
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -6 Addendum #1
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
20B
Bituminous Concrete Pavement – Binder
Course
______________________________
Dollars ($ )
Tons 60
20C
Bituminous Concrete Pavement – Base
Course
______________________________
Dollars ($ )
Tons 55
21
Protection & Maintenance of Traffic
______________________________
Dollars ($ )
lump
sum 1
22
Uniformed Police for Traffic Control
_Forty-Five Thousand------------00/100_
Dollars ($45,000.00) Allowance
Allowance N/A $45,000.00
23
Chain Link Fence and Gate
______________________________
Dollars ($ )
LF 100
24
Remaining Miscellaneous Work
______________________________
Dollars ($ )
lump
sum 1
25A
Price Adjustment for Fuel, Diesel for
Excavation/Borrow Work
_Three Thousand ------------------00/100
Dollars ($3,000.00) Allowance
Allowance N/A $3,000.00
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -7 Addendum #1
Item
No. Description Units
Total
Estimated
Quantity
Total Dollars ($)
25B
Price Adjustment for Fuel, Diesel for
Surfacing Work
_Two Thousand --------------------00/100
Dollars ($2,000.00) Allowance
Allowance N/A $2,000.00
26
Price Adjustment for Liquid Asphalt
_One Thousand Five Hundred---00/100
Dollars ($1,500.00) Allowance
Allowance N/A $1,500.00
27
Price Adjustment for Portland Cement
One Thousand Five Hundred---00/100
Dollars ($1,500.00) Allowance
Allowance N/A $1,500.00
28
Support of Excavation for the 6’x6’
Reinforced Box Culvert
_____________________________
Dollars ($ )
LS 1
*The lump sum price for Mobilization / Demobilization shall not exceed 5% of the total of
all items, excluding this item.
Total Amount of Bid (Basis of Award) (Items 1 through 28) inclusive:
$
(Amount in figures)
(Amount in words)
The undersigned agrees that for extra work, if any, will be performed in accordance with
Article 10 of the General Conditions of the Contract and will be paid for in accordance with
Article 11 of the General Conditions of the Contract.
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -8 Addendum #1
The bid security accompanying this BID shall be in the amount of 5 percent of the BID.
The undersigned must furnish 100 percent Construction Performance Bond and 100 percent
Construction Payment Bond with a surety company acceptable to the Owner.
The bidding and award of the contract will be in full compliance with Section 39M inclusive
of Chapter 30 of the General Laws of the Commonwealth of Massachusetts as last revised.
If this BID is accepted by the Owner, the undersigned agrees to complete the entire work
provided to be done under the Contract within 158 calendar days as stipulated in the
AGREEMENT. Liquidated damages for each calendar day of delay shall be $1000.00 per
day as stipulated in the AGREEMENT.
As provided in the INSTRUCTIONS TO BIDDERS, the bidder hereby agrees that he will
not withdraw this BID within sixty consecutive calendar days after the actual date of the
opening of Bids and that, if the Owner shall accept this BID, the bidder will duly execute and
acknowledge the AGREEMENT and furnish, duly executed and acknowledged, the required
CONTRACT BONDS within ten (10) days after notification that the AGREEMENT and
other Contract Documents are ready for signature.
Should the bidder fail to fulfill any of his agreements as hereinabove set forth, the Owner
shall have the right to retain as liquidated damages the amount of the bid check or cash
which shall become the Owner's property. If a bid bond was given, it is agreed that the
amount thereof shall be paid as liquidated damages to the Owner by the Surety.
This BID includes Addenda number ______________________ (To be filled in by Bidder if
Addenda are issued.)
The bidder, by submittal of this BID, agrees with the Owner that the amount of the bid
security deposited with this BID fairly and reasonably represents the amount of damages the
Owner will suffer due to the failure of the bidder to fulfill his agreements as above provided.
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -9 Addendum #1
The undersigned certifies under penalties of perjury that this bid is in all respects bona fide,
fair and made without collusion or fraud with any other person. As used in this paragraph
the word "person" shall mean any natural person, joint venture, partnership, corporation or
other business or legal entity. The attached CERTIFICATE OF NON-COLLUSION must be
signed and submitted as part of the Bid Proposal.
Bidder certifies, that he is able to furnish labor that can work in harmony with all other
elements of labor employed or to be employed in the work certifies that all employees to be
employed at the worksite will have successfully completed a course in construction safety
and health approved by the United States Occupational Safety and Health Administration
that is at least 10 hours in duration at the time the employee begins work and shall furnish
documentation of successful completion of said course with the first certified payroll report
for each employee.
(SEAL)__________________L.S. By ______________________________
(Name of Bidder) (Signature and title of authorized
representative)
_____________________________ _________________________________
(Telephone) (Business address)
______________________________ _________________________________
(Fax Number) (City and State)
Date __________________________
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -10 Addendum #1
The bidder is a corporation incorporated in the State (or Commonwealth) of ____________ -
a partnership - an individual. (Bidder must add and delete as necessary to make this sentence
read correctly.)
(Note: If the bidder is a corporation, affix corporate seal and give below the names of its
president, treasurer, and general manager if any; if a partnership, give full names and
residential addresses of all partners; and if an individual, give residential address if different
from business address.)
The required names and addresses of all persons interested in the foregoing Bid, as
Principals, are as follows:
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -11 Addendum #1
The bidder is requested to state below what work of a similar character to that included in the
proposed Contract he has done and to give references that will enable the Owner to judge his
experience, skill, and business standing.
Project Name Contact Name Title Telephone No.
Add supplementary page if necessary.
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -12 Addendum #1
CERTIFICATE OF NON-COLLUSION
The undersigned certifies under penalties of perjury that this bid or proposal has
been made and submitted in good faith and without collusion or fraud with any
other person. As used in this certification, the work "person" shall mean any
natural person, business, partnership, corporation, union, committee, club, or
other organization, entity, or group of individuals.
_______________________________________
(Name of person signing bid or proposal
_______________________________________
(Name of business)
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -13 Addendum #1
CERTIFICATE AS TO PAYMENT OF STATE TAXES
Pursuant to M.G.L. Ch. 62C Sec. 49A, I certify under the penalties of perjury that I have, to
my best knowledge and belief, complied with the law of the commonwealth relating to taxes,
reporting of employees and contractors, and withholding and remitting child support.
Contractor to provide W-9 form (Payment of State Taxes) with this certificate.
________________________________ ________________________________
Social Security Number of Federal Signature of Individual or Corporate Name
Identification Number
________________________________
Corporate Officer (if applicable)
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -14 Addendum #1
CERTIFICATE AS TO CORPORATE BIDDER
I, ________________________________, certify that I am the
__________________________ of the Corporation named as bidder in the attached Bid
Form; that ________________________, who signed said Bid Form on behalf of the bidder
was then _________________________ of said Corporation; that I know his/her signature
hereto is genuine and that said Bid Form was duly signed, sealed and executed for and in
behalf of said Corporation by authority of its governing body.
(Corporate Seal)
By:
_____________________________________
Name – Type or Print
________________________________
Signature
This Certificate must be completed where Bidder is a Corporation and should be so
completed by its Clerk. In the event that the Clerk is the person signing the Proposal on
behalf of the Corporation, this certificate must be completed by another Officer of the
Corporation.
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -15 Addendum #1
FOREIGN CORPORATION CERTIFICATION
AFFIDAVIT OF COMPLIANCE
Form AF-4A 1/78
EXECUTIVE OFFICE FOR
ADMINISTRATION AND FINANCE
The Commonwealth of Massachusetts
_____ MASSACHUSETTS BUSINESS CORPORATION
_____ NON-PROFIT CORPORATION
_____ FOREIGN (non-Massachusetts) Corporation
I ____________________________________________________, President Clerk of
___________________________________________________________________________
(Name of Corporation)
whose principal office is
located_____________________________________________________________________
do hereby certify that the above named Corporation has filed with the State Secretary all
certificates and annual reports required by Chapter 156B, Section 109 (Business
Corporation), by Chapter 181, Section 4 (Foreign Corporation), or by Chapter 180, Section
26A (non-profit Corporation) of the Massachusetts General Laws.
SIGNED UNDER THE PENALTIES OF PERJURY THIS ____ day of _______________,
20____.
Signature of responsible Corporate Officer
END OF SECTION 00301
Northampton Drainage Relocation BID FORM
20164277.003A 00301 -16 Addendum #1
THIS PAGE INTENTIONALLY LEFT BLANK
1.THE CONTRACTOR SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF SECTION
02015 GEOTECHNICAL INSTRUMENTATION AND MONITORING CONTAINED IN THE
CONTRACT DOCUMENTS.
2.SURFACE ROADWAY BOX SHALL BE BOART LONGYEAR LEAK-RESISTANT
MANHOLES, PART NO. TC-240, OR APPROVED EQUAL.
3.CONTRACTOR SHALL NOTIFY DIGSAFE PRIOR TO INSTALLATION OF UTILITY
MONITORING POINTS, AND OBSERVATION WELLS.
4."SHEETING" REQUIRED FOR SUPPORT OF EXCAVATION AT AREA INDICATED SHALL
BE INSTALLED IN ACCORDANCE WITH SHEETS S-1 THROUGH S-6.
5.TRACK MONITORING POINTS (TMPS) SHALL BE INSTALLED ALONG BOTH TRACKS
SPACED AT 15.5 FEET WITHIN THE LIMITS INDICATED..
6.LOCATIONS OF ALL MONITORING POINT AND WELLS ARE APPROXIMATE.
COORDINATE ACTUAL LOCATION IN FIELD WITH ENGINEER.
7.DESIGN, CONSTRUCTION AND OPERATION OF DEWATERING SYSTEM SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. WELL LOCATIONS SHALL BE IDENTIFIED IN
THE CONTRACTOR'S DEWATERING DESIGN BASED UPON THE PROPOSED
CONSTRUCTION. REFER TO SECTION 02140.
8.SHORING MONITORING POINTS (SMPS) SHALL BE INSTALLED ALONG THE TOP OF
BOTH SIDES OF THE SUPPORT OF EXCAVATION SYSTEM FOR THE FULL LENGTH OF
THE EXCAVATION. REFER TO SPECIFICATION SECTION 02015 FOR SPACING.
9.CONTRACTOR SHALL VERIFY WITH THE GAS COMPANY THAT THE 4-INCH AND 8-INCH
NATURAL GAS MAINS WILL BE REMOVED BY THE GAS COMPANY PRIOR TO THE
INSTALLATION OF THE SUPPORT OF EXCAVATION SYSTEM. IF THE GAS MAINS ARE
TO REMAIN IN SERVICE DURING SUPPORT OF EXCAVATION INSTALLATION AND
EXCAVATION, THE CONTRACTOR SHALL INSTALL UTILITY MONITORING POINTS
(UMPS) ON THESE UTILITIES AS DIRECTED BY THE ENGINEER.
NOTES:
EXISTING PIPE
AA
6" I.D. CAST IRON
MANHOLE (TC-240)
CEMENT GROUT
SAND
3" ID. PVC CASING
1/4" STEEL ROD
3"
12"
6"
4"
UTILITY MONITORING
CENTRALIZERS AT
MAXIMUM 3' SPACING
GROUND SURFACE MONITORING2"1/4" DIA.
6"4'-0"CEMENT GROUT
SURFACE ROADWAY
BOX WITH LID
TOP OF EXISTING
GROUND
FILTER SAND
3/4"Ø STEEL ROD
6"
1'-0" MIN.
1/4 IN. LEAD
TAMP-IN
3 IN. LONG, 1/4 IN. DIA.
STAINLESS STEEL SOCKET
HEAD CAP SCREW WITH
STAINLESS STEEL WASHER
EXISTING BUILDING
OR STRUCTURE
SURFACE
1/2"
3/4" IN.
1-1/2 IN.1-1/2 IN.
3/8 IN. MIN.
N
NR
MA
UM EBE
METAL IDENTIFICATION MARKER
PK NAIL
CONCRETE SLAB METAL IDENTIFICATION
MARKER
RECESS
NON-SHRINK
GROUT
1/4" DIA.
1/2" DIA.2"OHWOHWOHWOHW OHW OHWOHWOHWOHWOHWD
D
D
D
D
D
GGGGGGGGGTTTTTTDDDGGGGDD D D
DGOH
W
OH
W
OH
WOHWOHWOHWOHW
WTTUELOHW
OHW
OHW
GG
OHW
G
G
O
H
W
OH
W GGGGGGGGG
WWWWWWWWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW
D
D
D
D
D
62.00'
62.00'
TMPS ON EACH TRAC
K
S
P
A
C
E
D
A
T
1
5
.
5
F
E
E
T
LIMIT OF RAILROAD (2:1)
ZONE OF INFLUENCE ON
SUPPORT OF EXCAVATION
PROPOSED BOX CULVERT
SOUTHERN LIMIT OF
TRACK MONITORING
NORTHERN LIMIT OF
TRACK MONITORING
SMPS ON SHORING WALL SEE NOTE 8
LIMIT OF SUPPORT OF EXCAVATION
SAND
SLOTTED PVC
WELL MATERIAL
SOLID PVC
WELL MATERIAL
SAND
GROUND LEVEL
9" MIN
BENTONITE
SEAL
EL. 110
EL. 100
6" DIA ROAD BOX
SCREW DOWN CAP
LOCKING WELL CAP
CONCRETE TO 6"
BELOW GRADE
15
05/05/2017
20164277.003
CITY OF
NORTHAMPTON, MA
NORTHAMPTON DRAINAGE RELOCATION
REV DESCRIPTION
DSN CHK
DATE
DWN APP
215 First Street, Suite 320
Cambridge, MA 02142
Phone: 617-497-7800
www.kleinfelder.com
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
NORTHAMPTON LUMBER YARD
PLEASANT STREET
NORTHAMPTON, MA
C-10
11
MCT
MCT
RJK
GEOTECHNICAL MONITORING DETAIL
JJMCAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\C-10 Geotech.dwg LAYOUT: GeotechPLOTTED: 5/24/2017 2:17 PM BY: joseph maliawcoINDICATES GROUND SURFACE
MONITORING POINT
INDICATES OBSERVATION
WELL
INDICATES BUILDING
MONITORING POINT
LEGEND:
UTILITY MONITORING POINT (UMP) DETAIL
NOT TO SCALE
GROUND SURFACE MONITORING POINT (GMP) TYPE 1 DETAIL
FOR USE IN PAVED AREAS
NOT TO SCALE
SECTION A-A
NOT TO SCALE
GROUND SURFACE MONITORING POINT (GMP) TYPE 2 DETAIL
FOR USE IN UNPAVED AREAS
NOT TO SCALE
TYPICAL BUILDING MONITORING POINT
(BMP) TYPE 1 DETAIL
NOT TO SCALE
TYPICAL BUILDING MONITORING POINT
(BMP) TYPE 2 DETAIL
NOT TO SCALE
MONITORING LOCATION PLANN0
SCALE IN FEET
30 60
SCALE: 1" = 30'
TYPICAL OBSERVATION WELL (OW) DETAIL
NOT TO SCALE
1 ADDENDUM #1
JJM JJM
5/25/17
1
OHWOHWOHWOHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWD
D
D
D
D
D
D
D
D
GGGGGGGGGGGGTTTTTTGGGGDDD D D D
D
D
DOHW
OHWOHWOHWOHWOHW OHWOHW
GGGGGGGGGG G
WWWWWWWWWWWWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
D
D
D
D
D
D
D
D
D
D
DCC60
"
X
6
8
"
B
R
I
C
K
A
R
C
H
C
U
L
V
E
R
T
FL
O
W
FL
O
W
FLOW
GENERAL NOTES
GENERAL
THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS
AND THE SAFETY OF THE WORKERS. THIS INCLUDES BUT IS NOT LIMITED TO, THE CONSTRUCTION
SEQUENCE, TEMPORARY HANDRAILS, EXCAVATION ACCESS, BACKFILL AND BARRIERS. IT ALSO
INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE
EXCAVATION, TEMPORARY BRACING OF SINGLE-SIDED FORMWORK, TEMPORARY SHORING OF
EXCAVATIONS, AND STABILITY OF ALL TEMPORARY CUT SLOPES.
THE CONTRACTOR SHALL PROVIDE PROTECTION OF PEDESTRIANS AND VEHICULAR TRAFFIC WHEN
CONSTRUCTION ACTIVITIES REQUIRE SUCH.
JOB SAFETY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SAFETY OF THEIR WORKERS.
KLEINFELDER IS ONLY RESPONSIBLE FOR THE HEALTH AND SAFETY OF ITS EMPLOYEES AND
SUBCONTRACTORS. NOTHING HEREIN SHALL BE CONSTRUED TO RELIEVE THE CLIENT OR ANY
OTHER CONSULTANTS OR CONTRACTORS FROM THEIR RESPONSIBILITIES FOR MAINTAINING A
SAFE JOB SITE. IF KLEINFELDER PROVIDES ADVICE ON THE PROFESSIONAL ACTIVITIES OF
KLEINFELDER EMPLOYEES IN THE FIELD, IN THE PRESENCE OF CONTRACT EMPLOYEES AND
SUBCONTRACTORS, IT SHALL NOT BE CONSTRUED TO IMPLY THAT KLEINFELDER CONTROLS THE
OPERATIONS OF OTHERS OR HAS ANY RESPONSIBILITY FOR JOB SITE SAFETY.
EXISTING UTILITIES
THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING DIMENSIONS AND SITE CONDITIONS.THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS OF ALL EXISTING UTILITIES
SHOWN ON THE PLANS AND THOSE UTILITIES OR UNDERGROUND OBSTRUCTIONS NOT SHOWN ON
THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL ABANDONED UTILITIES, OR
OTHER UNDERGROUND OBSTRUCTIONS THAT INTERFERE WITH THE EXCAVATION. LOCATION
AND/OR ABANDONMENT MUST BE COMPLETED PRIOR TO SHEET PILE INSTALLATION AND
EXCAVATION.
DESIGN LOADS
DESIGN LOADS ARE BASED ON US STEEL SHEET PILING DESIGN MANUAL FIGURE 51 APPARENT
PRESSURE DIAGRAM AND E-80 LOADING APPLIED IN ACCORDANCE WITH THE MASSACHUSETTS BAY
TRANSIT AUTHORITY (MBTA) RAILROAD OPERATIONS DIRECTORATE AND AREMA USING THE
BOUSSINESQ DISTRIBUTION. A UNIFORM CONSTRUCTION SURCHARGE LOAD OF 250 PSF IS
ASSUMED AT THE GROUND SURFACE.
SUBSURFACE DESIGN
THE SUPPORT OF EXCAVATION DESIGN IS BASED ON THE CONDITIONS IN THE SOIL BORINGS, AND
USES THE FOLLOWING SOIL PARAMETERS
GROUNDWATER
FOR THE PURPOSE OF THE DESIGN OF THE TEMPORARY SHORING, THE GROUNDWATER TABLE HAS BEEN
ASSUMED TO BE AT ELEVATION 114 BASED ON THE CONDITIONS ENCOUNTERED IN THE SOIL BORINGS.
STRUCTURAL STEEL
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:
WIDE FLANGE (W) SHAPES: ASTM A992, GRADE 50
ROUND HSS:ASTM A500, GRADE B
SHEET PILES:ASTM A572, GRADE 50
ALL OTHER SHAPES AND PLATES:ASTM A572 GRADE 50
MINIMUM WELD SIZE 5/16" CONTINUOUS FILLET. MINIMUM WELD LENGTH 10 INCHES. ALL WELDS TO BE
PERFORMED BY WELDER CERTIFIED PER AWS STANDARDS SPECIFICATIONS. USE E70XX ELECTRODES.
SPECIAL INSPECTION
THE SHEET PILING, WALER, AND BRACING SHALL BE INSPECTED TO CONFIRM THAT CONSTRUCTION IS IN
GENERAL ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
ONE TIME USE ONLY
THE TEMPORARY SHORING IS TO BE USED FOR THE APPLICATION DESCRIBED HERE ONLY AND SHOULD
NOT BE USED AGAIN.
FABRICATION
THE STRUCTURE IS DESIGNED TO BE ASSEMBLED IN PLACE. STRESSES DUE TO LIFTING/TRANSPORTING
HAVE NOT BEEN CONSIDERED IN THE DESIGN.
CONSTRUCTION SEQUENCE
1.INSTALL SHEET PILES TO EMBEDMENT SHOWN IN THESE PLANS. EMBEDMENT DEPTHS SPECIFIED ARE
MINIMUM REQUIRED.
2.EXCAVATE TO 1 FOOT BELOW UPPER BRACING LEVEL (EXCAVATION LIFT LINE 1) AND INSTALL UPPER
BRACING.
3.EXCAVATE TO 1 FOOT BELOW TEMPORARY MIDDLE BRACING LEVEL (EXCAVATION LIFT LINE 2) AND
INSTALL BRACING.
4.EXCAVATE TO LOWER BRACING LEVEL AND INSTALL LOWER WALER AND STRUT.
5.REMOVE TEMPORARY MIDDLE BRACING AFTER LOWER BRACING IS INSTALLED TO BEGIN
INSTALLATION OF BOX CULVERT.
SOIL STOCKPILES
SOIL SHALL BE STOCKPILED A MINIMUM OF 18 FEET FROM THE EDGE OF EXCAVATION.NOTES
H IS MEASURED IN FEET
ALL PRESSURES ARE IN POUNDS PER SQUARE FOOT
REPRESENTATIVE VALUE OF KA FOR USE WITH USS STEEL FIGURE 51 WAS ASSUMED AS 0.339. VALUE OF δ
WAS ASSUMED AS 14 DEGREES.
STRIP LOADS FROM THE EXISTING TRACKS WERE EVALUATED USING THE REQUIREMENTS OF AREMA AND
THE MBTA RAILROAD OPERATIONS DIRECTORATE.
RAILROAD SURCHARGE DIAGRAM
APPARENT EARTH PRESSURE DIAGRAM
(FROM US SHEET PILING MANUAL, 1984)
6
05/05/2017
20164277.004
CITY OF
NORTHAMPTON, MA
NORTHAMPTON DRAINAGE RELOCATION
REV DESCRIPTION
DSN CHK
DATE
DWN APP
1 ADDENDUM 1
RG SC
5/25/2017
JC SB
215 First Street, Suite 320
Cambridge, MA 02142
Phone: 617-497-7800
www.kleinfelder.com
SHEET of
DESIGNED BY
ISSUE DATE
CURRENT REVISION
DRAWN BY
CHECKED BY
PROJECT NO.
REVISIONS
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
APPROVED BY
ORIGINAL DRAWING SIZE IS 24 x 36
NORTHAMPTON LUMBER YARD
PLEASANT STREET
NORTHAMPTON, MA
SB
MT
NJ
JM
S-1
1
GENERAL NOTES
CAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH1.0PLOTTED: 5/25/2017 10:46 AM BY: joseph maliawcoMATERIAL UNIT WEIGHT (PCF)FRICTION ANGLE ĭ'
(DEGREES)
UNDRAINED SHEAR
STRENGTH, Su (PSF)
SAND 120 27 N/A
CLAY WITH
INTERBEDDED SILT
110 N/A 275
SEE SHEET S-2 FOR DETAILS
SEE SHEET
S
-3
FOR
DETA
ILSN0
SCALE IN FEET
20 40
SCALE: 1" = 20'
HW
WHW
1
1
-0+100+000+501+001+502+00-0+100+001+002+00C -0+100+001+002+00C60" X 68" BRICK ARCH CULVERTM
A
T
C
H
S
H
E
E
T
S
-
2
LI
N
E
S
H
E
E
T
S
-
38'-9"5'-3"12'5'-3"9'6'-3"9'14' (TYP)UNLESSOTHERWISENOTED10' (TYP)UNLESSOTHERWISENOTEDSTATION - 0+10.67NORTHING - 2942631.8899EASTING - 351802.3880STATION - 2+15.04NORTHING - 2942446.8346EASTING - 351884.3344STATION - 2+01.14NORTHING - 2942460.6559EASTING - 351885.7943STATION - 0+03.66NORTHING - 2942638.8905EASTING - 351802.8812150°148°148°S-2UTILITIES:THE GENERAL CONTRACTOR IS RESPONSIBLEFOR DETERMINING ACTUAL LOCATIONS ANDDEPTHS OF ALL UTILITIES SHOWN ON THE PLANSAND THOSE UTILITIES NOT SHOWN ON THEPLANS.SHORING PLAN VIEWSCALE: HORIZONTAL 1" = 10', VERTICAL 1"=5'SHORING PROFILE VIEWNOTES:1.LOCATIONS OF SHORING, TRACKS, ABOVE GROUND AND UNDERGROUND UTILITIES WITHIN THIS PLAN SET ARE APPROXIMATE AND ESTIMATED. THE CONTRACTOR SHALL VERIFYACTUAL FIELD CONDITIONS PRIOR TO EXCAVATION AND SHORING INSTALLATION. UTILITIES ENCOUNTERED MUST BE PROTECTED IN PLACE. THE CONTRACTOR IS RESPONSIBLEFOR ANY DAMAGE CAUSED TO KNOWN AND UNKNOWN UTILITIES DURING THE COURSE OF THE WORK AND ALL NECESSARY REPAIRS.2.THE MAXIMUM DEPTH OF THE PROPOSED EXCAVATIONS 17 FEET BELOW GRADE. SHEETPILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 30 FEET BELOW GRADE, OR 10 FEETINTO THE CLAY FOR GROUNDWATER CUTOFF.3.THE WIDTH OF THE PROPOSED EXCAVATION CAN BE REDUCED OR EXPANDED UP TO A MAXIMUM OF 14 FEET IF NEEDED.4.CONTRACTOR TO PROVIDE GROUNDWATER CUTOFF AT UPSTREAM AND DOWNSTREAM TIE-INS TO EXISTING BRICK ARCH CULVERT AND THE EXISTING 60-INCH RCP.5.THE BRACING AND THE STRUT SHOWN ON THE PROFILE VIEW ARE FOR THE CENTER LINE OF THE TRENCH. REFER TO THE PLAN VIEW FOR LOCATION OF BRACING ELEMENTS.6.ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BASED ON THE AS-INSTALLED DIMENSIONS OF THE SHEET PILING. ALL WALER AND STRUT LOCATIONSTHAT VARY FROM THE DIMENSIONS SHOWN SHALL BE APPROVED BY THE ENGINEER.7.MATERIALS LISTED ARE THE MINIMUM CAPACITIES ALLOWED. THE CONTRACTOR SHALL EVALUATE DRIVEABILITY AND SUBMIT ALTERNATE SHEET PILE SECTIONS THAT MEET OREXCEED THE SECTION MODULUS OF THE SHEET PILE SHOWN. ALTERNATIVE WALER AND STRUT SIZES SHALL ALSO MEET OR EXCEED THE PROPERTIES OF THE LISTED ELEMENTS.8.COORDINATE PREFABRICATED BOX CULVERTS SECTIONS WITH STRUT AND UTILITIES LOCATIONS PRIOR TO CONSTRUCTION.605/05/201720164277.004CITY OFNORTHAMPTON, MANORTHAMPTON DRAINAGE RELOCATIONREVDESCRIPTIONDSNCHKDATEDWNAPP1ADDENDUM 1RGSC5/25/2017JCSB215 First Street, Suite 320Cambridge, MA 02142Phone: 617-497-7800www.kleinfelder.comSHEETofDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.REVISIONSSCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 24 x 36NORTHAMPTON LUMBER YARDPLEASANT STREETNORTHAMPTON, MASBMTNJJM2STA. -10+00 TO STA. 2+11.30PLAN AND PROFILECAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH2.0 PLOTTED: 5/25/2017 10:43 AM BY: joseph maliawco 4' 0"SZ-14.5 SHEET PILING (TYP.) 30' MIN LENGTHHSS 8.625X0.375STRUT (TYP.)(SEE DETAIL SHEET S-5)14' (TYP)UNLESSOTHERWISE NOTEDN0SCALE IN FEET1020SCALE: 1" = 10'LOWER LEVEL WALER(TO BE LEFT IN PLACE)UPPER LEVEL WALERMIDDLE LEVEL WALERUPSTREAM TIE-IN TOEXISTING BRICK-ARCHCULVERT (SEE NOTE 4)MATCH LINETOP OF SHEET PILING1' 0"9'-91116"EXCAVATION LIFT LINE 1EXCAVATION LIFT LINE 210' (TYP)UNLESSOTHERWISENOTED10' (TYP)UNLESSOTHERWISENOTEDBOTTOM OF SHEET PILINGBOTTOM OF EXCAVATIONEXISTING GRADELEGENDTOP LEVEL BRACINGMIDDLE AND LOWER LEVEL BRACING9'6' X 6' BOX CULVERTSEE WALER CONNECTIONDETAIL AT CORNER SHEET S-5SEE WALER CONNECTION ATANGLE BENDS SHEET S-5UPPER LEVEL WALER W14x61MIDDLE LEVEL WALER W16x67LOWER LEVEL WALER W14x61INSTALL SHEET PILINGONLY IN PHASE I(SUGGESTED CONSTRUCTION)PHASE I(COMPLETE CONSTRUCTION)HATCHED AREA DENOTESNO EXCAVATION DURINGPHASE I CONSTRUCTIONTEMPORARYSHEET PILING5'CAPPINGINSTALL SHEET PILINGFOR PHASE II AFTER PHASE ICONSTRUCTION, DEMOLITION & CAPPINGOF BRICK ARCH CULVERT IS COMPLETEPHASE IISHEET PILINGCULVERTDEMOLITIONPHASE II NOTES:1.REFER TO CIVIL SHEETS FORCAPPING END OF CULVERT.2.CONTINUE THE INSTALLATION OFSHEET PILING.3.INSTALL WALERS AND STRUTSSIMILAR TO PHASE I.4.REMOVE TEMPORARY SHEET PILINGAND COMPLETE CONSTRUCTION IN .AS SHOWN IN PHASE I.111111111
D
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2+503+003+4
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MATCH SHEET S-2LINESHEET S-3
5'-0"8'4'-0"9'12'-0"5'-6"12'4'-6"3'-0"4'-9"14' (TYP)UNLESSOTHERWISENOTED10' (TYP)UNLESSOTHERWISENOTEDSTATION - 2+01.14NORTHING - 2942460.6559EASTING - 351885.7943STATION - 2+15.04NORTHING - 2942446.8346EASTING - 351884.3344STATION - 3+02.94NORTHING - 2942377.5980EASTING - 351830.1829STATION - 3+16.84NORTHING - 2942363.7768EASTING - 351828.7230STATION - 3+31.79NORTHING - 2942350.3372EASTING - 351835.2693148°148°148°148°1'1'10' (TYP)UNLESSOTHERWISENOTED10' (TYP)UNLESSOTHERWISENOTED6'-0"12'-0"5'-0"SHORING PLAN VIEW605/05/201720164277.004CITY OFNORTHAMPTON, MANORTHAMPTON DRAINAGE RELOCATIONREVDESCRIPTIONDSNCHKDATEDWNAPP1ADDENDUM 1RGSC5/25/2017JCSB215 First Street, Suite 320Cambridge, MA 02142Phone: 617-497-7800www.kleinfelder.comSHEETofDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.REVISIONSSCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 24 x 36NORTHAMPTON LUMBER YARDPLEASANT STREETNORTHAMPTON, MASBMTNJJMS-33STA. 2+11.30 TO STA. 3+40.29PLAN AND PROFILECAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH3.0 PLOTTED: 5/25/2017 10:47 AM BY: joseph maliawco
2' 0"SZ14.5 SHEET PILING (TYP.)30' MIN LENGTHHSS 8.625 X 0.375 STRUT (TYP.) (SEE DETAIL SHEET S-5)14' (TYP)UNLESSOTHERWISENOTEDSCALE: HORIZONTAL 1"= 10', VERTICAL 1"= 5'SHORING PROFILE VIEW0SCALE IN FEET1020SCALE: 1" = 10'NUPPER LEVEL STRUTMIDDLE LEVEL STRUTLOWER LEVEL STRUT(TO BE LEFT IN PLACE)1' 0"UTILITIES:THE GENERAL CONTRACTOR IS RESPONSIBLEFOR DETERMINING ACTUAL LOCATIONS ANDDEPTHS OF ALL UTILITIES SHOWN ON THE PLANSAND THOSE UTILITIES NOT SHOWN ON THEPLANS.NOTES:1.LOCATIONS OF SHORING, TRACKS, ABOVEGROUND AND UNDERGROUND UTILITIES WITHIN THIS PLAN SET ARE APPROXIMATE AND ESTIMATED. THECONTRACTOR SHALL VERIFY ACTUAL FIELD CONDITIONS PRIOR TO EXCAVATION AND SHORING INSTALLATION. UTILITIES ENCOUNTERED MUST BEPROTECTED IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO KNOWN AND UNKNOWN UTILITIES DURING THE COURSE OF THEWORK AND ALL NECESSARY REPAIRS.2.THE MAXIMUM DEPTH OF THE PROPOSED EXCAVATIONS 17' BELOW GRADE. SHEETPILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 30 FEET BELOWGRADE, OR 10 FEET INTO THE CLAY FOR GROUNDWATER CUTOFF, WHICH EVER IS DEEPER.3.THE WIDTH OF THE PROPOSED EXCAVATION CAN BE REDUCED OR EXPANDED UP TO A MAXIMUM OF 14 FEET IF NEEDED.4.CONTRACTOR TO PROVIDE GROUNDWATER CUTOFF AT UPSTREAM AND DOWNSTREAM TIE-INS TO EXISTING BRICK ARCH CULVERT AND THE EXISTING60-INCH RCP.5.THE BRACING SPACING SHOWN ON THE PROFILE VIEW IS FOR THE CENTER LINE OF THE TRENCH. REFER TO PLAN VIEW FOR SPACING AND LOCATION OFBRACING ELEMENTS.6.ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BASED ON THE AS-INSTALLED DIMENSIONS OF THE SHEET PILING. ALL WALERAND STRUT LOCATIONS THAT VARY FROM THE DIMENSIONS SHOWN SHALL BE APPROVED BY THE ENGINEER.7.MATERIALS LISTED ARE THE MINIMUM CAPACITIES ALLOWED. THE CONTRACTOR SHALL EVALUATE DRIVEABILITY AND SUBMIT ALTERNATIVE SHEET PILESECTIONS THAT MEET OR EXCEED THE SECTION MODULUS OF THE SHEET PILE SHOWN. ALTERNATE WALER AND STRUT SIZES SHALL ALSO MEET OREXCEED THE PROPERTIES OF THE LISTED ELEMENTS.8.CONTRACTOR SHALL VERIFY WITH THE GAS COMPANY THAT THE 8-INCH AND 4-INCH GAS MAINS WILL BE RELOCATED PRIOR TO INSTALLATION OF STEELSHEET PILES. IF GAS MAIN(S) WILL REMAIN ACTIVE AND IN PLACE DURING SHEET PILE INSTALLATION AND EXCAVATION, CONTRACTOR SHALL COORDINATEWITH THE GAS COMPANY FOR SUPPORT AND PROTECTION OF THE PIPE, AND SHALL PROVIDE SHORING AND GROUND WATER CUTOFF AROUND PIPE.EXISTING 12" WATERMAIN TO BE RELOCATED.EXISTING 4" GAS MAIN. (SEE NOTE 8)EXISTING 8" GAS LINE. (SEE NOTE 8)DOWN STREAM TIE-INTO EXISTING 60" RCP(SEE NOTE 4)MATCH LINE
SEE NOTE 5EXCAVATION LIFT LINE 2EXCAVATION LIFT LINE 1BOTTOM OF EXCAVATIONBOTTOM OF SHEET PILINGTOP OF SHEET PILINGEXISTING GRADELEGENDTOP LEVEL BRACINGMIDDLE AND LOWER LEVEL BRACINGSEE WALER CONNECTIONAT ANGLE BENDS SHEET S-5SEE WALER CONNECTIONDETAIL AT CORNER SHEET S-5UPPER LEVEL WALER W14x61MIDDLE LEVEL WALER W16x67LOWER LEVEL WALER W14x61NOTE:FOR WALER DETAILS SEE SHEET S-5.11111111
EL. 134.7'±RAIL ROADINFLUENCE ZONE 2:1EXISTING GRADERAIL ROAD TRACKCENTERLINESUPPORT OF EXCAVATIONBOTTOM OF EXCAVATIONPROPOSED BOX CULVERT12'- 0"15'0"MAXEXCAVATIONHEIGHT2' 0"30'-0" MIN(SEE NOTE 2ON SHEETSS-2 AND S-3)1' 0" *6' 0"MIDDLE STRUT LEVEL(TO BE REMOVED AFTER LOWERSTRUT IS INSTALLED)LOWER LEVEL STRUT(TO BE LEFT IN PLACE)MAINTAIN GROUNDWATER 12INCHES BELOW BOTTOM OFEXCAVATIONSZ-14.5 SSP OR APPROVED EQUALSHEET PILE (TYP.)UPPER LEVEL STRUTHSS 8.625 x 0.375 STRUT (TYP.)(ALL STRUTS SHALL BE LEVEL)W14x61WALERW14x61WALERW16x67WALEREXISTING 8" GAS MAIN (SEE NOTE 5 SHEET S-3)EXISTING 4" GAS MAIN (SEE NOTE 5 SHEET S-3)EXISTING 12" WATER MAINTO BE RELOCATEDSUPPORT OF EXCAVATIONEXISTING GRADEPROPOSED BOX CULVERTBOTTOM OF EXCAVATIONHSS 8.625 x 0.375 STRUT (TYP.)(ALL STRUTS SHALL BE LEVEL)PROPOSED BOX CULVERTW14x61WALER12'- 0"17'0"MAXEXCAVATIONHEIGHT4'30'-0" MIN(SEE NOTE 2ON SHEETSS-2 AND S-3)1' 0" *6' 0"MIDDLE LEVEL STRUT(TO BE REMOVED AFTER LOWERSTRUT IS INSTALLED)LOWER LEVEL STRUT(TO BE LEFT IN PLACE)MAINTAIN GROUNDWATER 12INCHES BELOW BOTTOM OFEXCAVATIONSZ-14.5 SSP OR APPROVED EQUALSHEET PILE (TYP.)UPPER LEVEL STRUTW14x61WALERW16x67WALERCUT & REMOVE SHEET PILING PERSPEC. AT COMPLETIONSHEET PILINGTO REMAINSCALE: 1" = 8' SECTION C - CNOTES:1.NOTE THAT ALL MATERIALS ARE MINIMUM REQUIREMENTSAND MAY BE SUBSTITUTED WITH EQUAL MATERIALS ASAPPROVED BY KLEINFELDER.605/05/201720164277.004CITY OFNORTHAMPTON, MANORTHAMPTON DRAINAGE RELOCATIONREVDESCRIPTIONDSNCHKDATEDWNAPP1ADDENDUM 1RGSC5/25/2017JCSB215 First Street, Suite 320Cambridge, MA 02142Phone: 617-497-7800www.kleinfelder.comSHEETofDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.REVISIONSSCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 24 x 36NORTHAMPTON LUMBER YARDPLEASANT STREETNORTHAMPTON, MASBMTNJJMSCALE: 1" = 8' SECTION D - DS-44SOE CROSS SECTIONSCAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH4.0 PLOTTED: 5/25/2017 10:48 AM BY: joseph maliawco
SCALE: 1" = 4' SECTION D-D SHORING SECTION VIEWSCALE: 1" = 4' SECTION C-C SHORING SECTION VIEW* APPROXIMATE DIMENSION FORCONSTRUCTIBILITY OF THE CULVERT* APPROXIMATE DIMENSION FORCONSTRUCTIBILITY OF THE CULVERT11
SZ 14.5 SHEET PILE38" STIFFENER PLATE (TYP)W14 or W16 WALER (TYP.)HSS 8.625 x 0.375(TYP.)NOT TO SCALEPLAN VIEWNOT TO SCALEPROFILE VIEW605/05/201720164277.004CITY OFNORTHAMPTON, MANORTHAMPTON DRAINAGE RELOCATIONREVDESCRIPTIONDSNCHKDATEDWNAPP1ADDENDUM 1RGSC5/25/2017JCSB215 First Street, Suite 320Cambridge, MA 02142Phone: 617-497-7800www.kleinfelder.comSHEETofDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.REVISIONSSCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 24 x 36NORTHAMPTON LUMBER YARDPLEASANT STREETNORTHAMPTON, MASBMTNJJMS-55BRACING CONNECTION DETAILSCAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH5.0 PLOTTED: 5/25/2017 10:49 AM BY: joseph maliawcoSTRUT CONNECTION DETAILSSZ 14.5 SHEET PILEAT EACH SHEET PILE /WALER CONTACTHSS 8.625 x 0.375TYP.)316"W14 or W16WALERTYP.WALER STIFFENER 1 PAIR EACHSIDE CENTERED ON BRACE (TYP)SEE DETAIL A14"TYP.SEE DETAIL A38" (TYP)38" STIFFENERPLATE (TYP)W14 or W16NOT TO SCALEDETAIL AW 14 or W165/16"W 14 or W1638" WALER STIFFENERPLATE PAIR EACH SIDECENTERED ON WALER,SEE DETAIL ANOT TO SCALEWALER CONNECTION AT CORNERS (TYP)W 14 or W16CJPW 14 or W16NOT TO SCALEWALER CONNECTION AT ANGLE BENDS (TYP)ANGLE VARIESTYP.NOTES:1.WALERS SHALL BE CONTINUOUS, 60 FEET MAX. THE CONTRACTOR SHOULD PROVIDE ADDITIONAL STRUT AT ALL POINTS OF DICCONTINUITY.WHERE SPLICES OCCUR, PROVIDE COMPLETE JOINT PENETRATION WELD.NOT TO SCALEELEVATION VIEW3"3"HSS 8.625FLANGESTIFFENER(TYP.)WEBNOTE: AT EACH STRUT LOCATION.12" MIN.3" MIN.BRACKET CUT FROMHP @ 14' OR 10' O.C.~14"6"BRACKET TOSHEETING14"6"ALL STEELINTERFACES14"8"PROVIDE STEEL SHIMS AS REQUIREDSZ 14.5SHEET PILEW14 or W16WALER (TYP.)14"8"NOT TO SCALEDETAIL BNOTE: PROVIDE THIS DETAIL AT EVERY SHEET PILE.14"8"14"8"14"14"8"11111
SHEET PILES AND STRUCTURAL STEEL EXCAVATION BRACING1.01SCOPEA.THE WORK SHALL CONSIST OF INSTALLATION OF THE WATER TIGHT SHEET PILE SHORING SYSTEM AS SPECIFIED AND SHOWNWITHIN THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FORCOMPLETING THE WORK.B.THE CONSTRUCTION OF THE SHEET PILING SHALL NOT DISTURB EXISTING STRUCTURES OR THE COMPLETED WORK. DAMAGETO SUCH STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT OR OWNER.C.THE CONTRACTOR SHALL CONTACT DIG SAFE AT 811 OR 888-344-7233 AND/OR ANY OTHER APPLICABLE ENTITY BEFOREBEGINNING WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ANY EXISTING UTILITIES AND AVOIDIMPACTING THEM.D.PROVIDE DEWATERING AS INDICATED IN THE DRAWINGS AND AS REQUIRED IN SPECIFICATION SECTION 02140 - DEWATERING.E.PROVIDE GEOTECHNICAL MONITORING AS INDICATED IN THE DRAWINGS AND AS REQUIRED IN PART 3 - EXECUTION1.02RAILROAD REQUIREMENTSA.WHERE A FLAGMAN IS REQUIRED, COORDINATE WORK AND USE OF A PAN AM FLAGMAN.B.NOTICE SHALL BE GIVEN TO PAN AM'S REPRESENTATIVE AT LEAST 14 DAYS IN ADVANCE OF THE TIME WORK IS TO BECOMMENCED.C.IF TAMPING AND TRACK REALIGNMENT IS REQUIRED DUE TO THE CONSTRUCTION ACTIVITY, THE RAILROAD COMPANY(S) WILLPERFORM THE TAMPING AND TRACK REALIGNMENT AT THE SOLE EXPENSE OF THE CONTRACTOR.1.03REFERENCED STANDARDSA.ASTM1.A36 - STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL2.A53 - STANDARD SPECIFICATION FOR PILE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED, WELDED, AND SEAMLESS.3.A328 - STANDARD SPECIFICATION FOR STEEL SHEET PILING4.A529 - STANDARD SPECIFICATION FOR HIGH-STRENGTH CARBON-MANGANESE STEEL OF STRUCTURAL QUALITY5.A572 - STANDARD SPECIFICATION FOR HIGH-STRENGTH LOW-ALLOW COLUMBIUM-VANADIUM STRUCTURAL STEEL6.A500 - STANDARD SPECIFICATION FOR COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBINGROUNDS AND SHAPES7.A992 - STANDARD SPECIFICATION FOR STRUCTURAL STEEL SHAPES8.D1557 - STANDARD TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT.B.AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION (AREMA)1.MANUAL OF RAILWAY ENGINEERING1.04DEFINITIONSC.SHEET PILE - ROLLED STEEL INTERLOCKING STRUCTURAL MEMBERS, TYPICALLY DRIVEN OR VIBRATED INTO THE GROUND TOFORM A CONTINUOUS RETAINING WALLD.WALER - STRUCTURAL BEAM ELEMENT, TYPICALLY HORIZONTAL, CONNECTING TWO OR MORE ADJACENT PILES, USED TODISTRIBUTE LOADS BETWEEN SHEET PILES AND BRACES OR GROUND ANCHORS.E.BRACE - STRUCTURAL ELEMENT BEARING DIRECTLY ON A WALER. BRACES ARE HORIZONTAL AND SPAN BETWEEN OPPOSITEWALLS OF THE EXCAVATION. THEY ARE PERPENDICULAR TO THE SHORING WALLS.1.05ROLESA.ENGINEER - KLEINFELDERB.CLIENT / OWNER - CITY OF NORTHAMPTONC.CONTRACTOR - THE COMPANY EMPLOYED BY THE CLIENT TO CONSTRUCT THE TEMPORARY SHORING.1.06SHEET PILE WALL DESIGNA.THIS SET OF TEMPORARY SHORING PLANS IS BASED SPECIFICALLY ON THE WALLS BEING CONSTRUCTED USING THEMATERIALS SPECIFIED. MATERIAL MEETING OR EXCEEDING THE PROPERTIES OF THE LISTED SECTIONS MAY BE SUBSTITUTEDWITH WRITTEN CONSENT BY KLEINFELDER.B.THE TEMPORARY SHORING DESIGN IS TO BE USED FOR THE APPLICATION DESCRIBED HERE ONLY AND SHOULD NOT BE USEDAGAIN.C.LOGS OF SUBSURFACE EXPLORATIONS PERFORMED ARE PROVIDED IN THE PROJECT SPECIFICATIONS. THE LOCATIONS OFTHESE EXPLORATIONS ARE SHOWN ON SHEET C-3.D.THE WALL IS DESIGNED TO DEFLECT LESS THAN 1 INCH.E.THE BRACES HAVE BEEN DESIGNED TO PROVIDE THE FOLLOWING MINIMUM ALLOWABLE REACTIONS:THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE BRACING SYSTEM AND SUBMIT IT TO THE ENGINEER FOR REVIEW AND APPROVAL.F.THE SHEET PILING HAS BEEN DESIGNED FOR STRUCTURAL CAPACITY AND DESIGN DEFLECTION ONLY. THE CONTRACTOR SHALLEVALUATE DRIVABILITY AND INCREASE THE SHEET PILE SIZE AS REQUIRED.1.07CONTRACTOR REQUIREMENTSA.CONTRACTOR SHALL SUBMIT A REFERENCE LIST INDICATING THE SUCCESSFUL COMPLETION OF AT LEAST 3 BRACED SHEETPILE INSTALLATION PROJECTS BELOW GROUNDWATER, AND COMPLETED IN THE LAST 5 YEARS. A BRIEF DESCRIPTION OF EACHPROJECT WITH THE OWNER'S NAME AND A CURRENT PHONE NUMBER SHALL BE INCLUDED.B.CONTRACTOR'S SUPERINTENDENT SHALL HAVE A MINIMUM OF 3 YEARS OF EXPERIENCE SUPERVISING CONSTRUCTION OFBRACED EXCAVATIONS BELOW GROUNDWATER. ON-SITE SUPERVISORS SHALL HAVE A MINIMUM OF 1 YEAR OF EXPERIENCE INCONSTRUCTION OF BRACED EXCAVATIONS BELOW GROUNDWATER. THE CONTRACTOR SHALL SUBMIT A LIST IDENTIFYING THESUPERINTENDENT AND ON-SITE SUPERVISORS ASSIGNED TO THE PROJECT. THE LIST SHALL CONTAIN A SUMMARY OF EACHINDIVIDUAL'S EXPERIENCE AND SHALL BE SUFFICIENTLY COMPLETE FOR THE ENGINEER TO EVALUATE THE INDIVIDUAL'SQUALIFICATIONS.C.WELDERS EMPLOYED IN THE WORK SHALL HAVE A SATISFACTORILY PASSED QUALIFICATION TEST IN ACCORDANCE WITH AWSD1.1. CERTIFICATION OR RE-CERTIFICATION, IF REQUIRED, WILL BE THE CONTRACTOR'S RESPONSIBILITY.D.THE ENGINEER MAY SUSPEND THE WORK IF THE CONTRACTOR SUBSTITUTES NON-APPROVED PERSONNEL FOR APPROVEDPERSONNEL. THE CONTRACTOR SHALL BE FULLY LIABLE FOR ADDITIONAL COSTS RESULTING FROM THE SUSPENSION OFWORK. NO ADJUSTMENTS IN CONTRACT TIME RESULTING FROM THE WORK SUSPENSION SHALL BE ALLOWED.1.08SUBMITTALSA.CONTRACTOR SHALL SUBMIT THE FOLLOWING ITEMS FOR THE ENGINEER'S REVIEW AND APPROVAL AT LEAST 2 WEEKS BEFORESTARTING WALL CONSTRUCTION. THE CONTRACTOR WILL NOT BE ALLOWED TO BEGIN SHEET PILE CONSTRUCTION UNTIL ALLSUBMITTAL REQUIREMENTS ARE SATISFIED AND FOUND ACCEPTABLE TO THE ENGINEER. CHANGES OR DEVIATIONS FROM THEAPPROVED SUBMITTALS MUST BE RE-SUBMITTED FOR APPROVAL. NO ADJUSTMENTS IN CONTRACT TIME WILL BE ALLOWED DUETO INCOMPLETE SUBMITTALS.1.PROJECT EXPERIENCE AND PERSONNEL QUALIFICATIONS AS DESCRIBED ABOVE.2.WORKING DRAWINGS INDICATING STEEL FABRICATION DETAILS AND MATERIALS3.WALER AND BRACING INSTALLATION PLAN, PROVIDING AT LEAST THE FOLLOWING INFORMATION:A.LIST AND DESCRIPTION OF THE PROPOSED EQUIPMENT TO BE USEDB.CONSTRUCTION SEQUENCEC.DETAILS OF CUTS, CONNECTIONS, SPLICES, HOLES, AND OTHER PERTINENT DATAD.SETTING DRAWINGS AND TEMPLATESE.DETAILS OF WALER AND BRACE PLACEMENT METHODSF.METHODS FOR MAINTAINING THE CONTINUITY OF THE SHORING SYSTEM AND GROUNDWATER CUTOFF AT THE UPSTREAM TIE-INTO THE EXISTING ARCH CULVERT AND THE DOWNSTREAM TIE-IN TO THE 60” RCP.G.IF 8” GAS MAIN AND/OR OTHER EXISTING UTILITIES CROSSING THE TRENCH ARE TO REMAIN IN SERVICE DURING EXCAVATION,PROVIDE METHOD FOR PROTECTING THE UTILITY, AND FOR MAINTAINING CONTINUITY OF THE SHORING SYSTEM ANDGROUNDWATER CUTOFF AND AROUND THE UTILITY.B.THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE BRACING SYSTEM. ALTERNATIVE BRACING MUST BE DESIGNED TO PROVIDEAT A MINIMUM THE ALLOWABLE REACTION FORCE GIVEN IN SECTION 1.06E, AND AT THE SAME DEPTHS AS SHOWN ON THEDRAWINGS. SUBMIT THE ALTERNATIVE BRACING PLAN TO THE ENGINEER FOR APPROVAL NO LESS THAN 14 DAYS BEFOREINSTALLATION OF THE SUPPORT OF EXCAVATION SYSTEM. THE ALTERNATIVE BRACING PLAN SHOULD BE STAMPED BY APROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS AND SHOULD INCLUDE DESIGNCALCULATIONS, DETAILS, LAYOUT, AND LOCATIONS OF THE BRACING ELEMENTS.C.WITHIN 2 WORKING DAYS AFTER DELIVERY TO THE SITE, THE CONTRACTOR SHALL SUBMIT CERTIFIED MILL TEST RESULTS FORTHE STEEL WHICH WILL BE INCORPORATED INTO THE WALL INDICATING THAT THE MATERIALS MEET THESE SPECIFICATIONS.D.CONTRACTOR SHALL SUBMIT ANY REQUESTS FOR ALTERNATE MATERIALS OR METHODS FROM THOSE SHOWN ON THEDRAWINGS OR APPROVED IN SUBMITTALS TO THE ENGINEER FOR EVALUATION AND APPROVAL. ADEQUATE TIME SHALL BEALLOWED IN THE CONTRACTOR'S SCHEDULE FOR THE ENGINEER TO EVALUATE THE ALTERNATE AND PROVIDE A RESPONSE TOTHE CONTRACTOR. ADEQUATE TIME SHALL BE AT LEAST 5 WORKING DAYS, BUT MAY BE MORE DEPENDING ON THE REQUEST.2.01STRUCTURAL STEELA.STRUCTURAL STEEL SHALL MEET THE FOLLOWING SPECIFICATION UNLESS OTHERWISE NOTED ON THE DRAWINGS:1.WIDE FLANGE (W) SHAPES - ASTM A992 (FY = 50 KSI)2.SHEET PILES - A572 GRADE 50 (FY = 50 KSI)3.ROUND HSS - ASTM A500 GRADE B (FY = 42 KSI)4.PLATES AND BARS: ASTM A529 GRADE 50 OR ASTM 572 GRADE 50 (FY = 50 KSI)2.02WELD ELECTRODES AND HEADED STUDSA.WELD ELECTRODES SHALL BE E70XX AND SHALL CONFORM TO AWS D1.1.3.01DELIVERY, STORAGE, AND HANDLINGA.DELIVERED STEEL SHALL BE IDENTIFIED SUCH THAT THE CORRESPONDING MILL TEST RESULTS MAY BE CHECKED.B.STEEL SHALL BE STORED ON PALLETS, PLATFORMS, OR OTHER SUPPORTS THAT PREVENT DIRECT CONTACT WITH THEGROUND SURFACE WHILE PROVIDING ADEQUATE SUPPORT TO THE STORED MATERIALS.C.STEEL SHALL BE STORED TO PROTECT IT FROM DIRT, RUST, AND DELETERIOUS SUBSTANCES. A LIGHT COATING OF RUST ONTHE STEEL IS ACCEPTABLE. HEAVY CORROSION AND PITTING IS GROUNDS FOR REJECTION OF THE MATERIAL BY THEENGINEER.D.STRUCTURAL STEEL SHALL BE HANDLED SUCH THAT THE STEEL IS NOT BENT OR CRIPPLED. LOADS SHALL BE SECURED TOPREVENT ACCIDENTAL DROPPING. DAMAGED STEEL SECTIONS ARE GROUNDS FOR REJECTION OF THE MATERIAL BY THEENGINEER.3.02SHEET PILE INSTALLATIONA.FURNISH SZ14.5 SHEET PILING OR APPROVED EQUIVALENT. THE CONTRACTOR MAY EMPLOY PREVIOUSLY USED STEEL PILING INGOOD CONDITION INSTEAD OF NEW MATERIAL PROVIDED IT MEET THE DELIVERY REQUIREMENTS ABOVE. THE CONTRACTORSHALL EVALUATE DRIVABILITY AND INCREASE THE SHEET PILE SIZE AS REQUIRED.B.THE CONTRACTOR SHALL PROVIDE DRIVING HEADS AND OTHER DEVICES FOR SHEET PILE DRIVING AND SHALL CONFORM TOTHE RECOMMENDATION OF THE MANUFACTURER. DRIVING OPERATIONS SHOULD NOT EXCEED VIBRATION/NOISEREQUIREMENTS.C.THE PILING SHALL BE DRIVEN IN SUCH A MANNER AS TO ENSURE PERFECT INTERLOCKING THROUGHOUT THE ENTIRE LENGTHOF EACH PILE. THE PILES SHALL BE HELD IN PROPER ALIGNMENT DURING DRIVING BY MEANS OF ASSEMBLING FRAMES OROTHER SUITABLE TEMPORARY GUIDE STRUCTURES. TEMPORARY GUIDE STRUCTURES SHALL BE REMOVED WHEN THEY HAVESERVED THEIR PURPOSE.D.AT ANY TIME THE FORWARD EDGE OF THE SHEET PILE WALL IS FOUND TO BE OUT OF CORRECT ALIGNMENT: (A) THE PILINGALREADY ASSEMBLED SHALL BE DRIVEN TO THE REQUIRED DEPTH, AND (B) TAPER PILES SHALL BE THEN DRIVEN TO BRING THEFORWARD EDGE INTO CORRECT ALIGNMENT BEFORE ADDITIONAL REGULAR PILING IS ASSEMBLED AND DRIVEN. THE MAXIMUMPERMISSIBLE TAPER IN A SINGLE PILE SHALL BE ONE-FOURTH INCH PER FOOT OF LENGTH.E.CAVITIES ADJACENT TO THE SHEET PILING, CREATED BY DRIVING OF SHEET PILING, SHALL BE FILLED WITH SAND.F.PROMPTLY NOTIFY THE ENGINEER OF SITE CONDITIONS WHICH MAY AFFECT SHORING PERFORMANCE, SOIL CONDITIONSOBSERVED OTHER THAN THOSE ASSUMED, OR OTHER CONDITIONS THAT MAY REQUIRE A RE-EVALUATION OF THE WALLDESIGN.G.SHEETING SHALL BE INSTALLED FLUSH WITH OR CUT OFF AT THE GROUND SURFACE DURING INSTALLATION. AT END OFCONSTRUCTION, SHEETING SHALL EITHER BE CUT OFF A MINIMUM OF 6-FEET BELOW GROUND SURFACE AND LEFT IN PLACE.H.FINAL BACKFILLING OF EXCAVATION SHALL BE AS REQUIRED PER THE DRAWINGS.3.03STRUCTURAL STEEL INSTALLATIONA.INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS.B.PROVIDE TEMPORARY BRACING AS NEEDED TO MAINTAIN TRUE ALIGNMENT UNTIL INSTALLATION IS COMPLETED.C.EXCAVATE NO MORE THAN 1 FOOT BELOW BOTTOM OF WALER UNTIL THE WALER AND BRACES HAVE BEEN INSTALLED.3.04WELDINGA.ALL FILLET WELDS AND STUD WELDS SHALL BE VISUALLY TESTED. ACCEPTANCE CRITERIA WILL BE PER AWS D1.1.B.OTHER TYPES OF WELDS WILL BE SUBJECT TO ANY OR ALL OF THE FOLLOWING TESTS:1.VISUAL TESTING2.PENETRANT TESTING3.MAGNETIC-PARTICLE TESTING4.ULTRASONIC TESTING5.RADIOGRAPHIC TESTING3.05CUTTINGA.FIELD CUTS SHALL BE PERFORMED BY OXYGEN-FUEL GAS CUTTING OR PLASMA-ARC CUTTING.B.CUT ENDS SHALL BE GROUND TO PROVIDE A SMOOTH EDGE.3.06TOLERANCESA.VERTICAL POSITION OF WALERS SHALL BE WITHIN 3 INCHES OF THE LOCATION SHOWN ON THE DRAWINGS.B.HORIZONTAL POSITION OF WALER STIFFENERS ALONG THE WALER SHALL BE WITHIN 2 INCHES OF THE LOCATIONS SHOWN ONTHE DRAWINGS. THE DISTANCE BETWEEN WALER STIFFENERS SHALL BE WITHIN 1 INCH OF THE DISTANCE SHOWN ON THEDRAWINGS.C.HORIZONTAL POSITION OF BRACING CONNECTIONS ALONG THE WALER SHALL BE WITHIN 2 INCHES OF THE CENTERLINE OF THEBRACE.D.VERTICAL POSITION OF THE PILE STIFFENERS ALONG THE PILE SHALL BE WITHIN 2 INCHES OF THE LOCATION SHOWN ON THEDRAWINGS.E.VERTICAL POSITION OF THE BRACE ENDS SHALL BE WITHIN 3 INCHES OF THE LOCATION SHOWN ON THE DRAWINGS.F.HORIZONTAL POSITION OF THE BRACE ENDS SHALL BE WITHIN 6 INCHES OF THE LOCATION SHOWN ON THE DRAWINGS.G.WELD SIZE SHALL NOT BE LESS THAN THAT SHOWN ON THE DRAWINGS. WELD LENGTH SHALL NOT BE LESS THAN THE LENGTHSHOWN ON THE DRAWINGS. WELD LENGTH SHALL NOT BE MORE THAN 12 INCHES GREATER THAN THE LENGTH SHOWN ON THEDRAWINGS.3.07REJECTION OF DEFECTIVE WORKA.THE ENGINEER MAY REJECT ANY PORTION OF THE WORK WHICH DOES NOT MEET THESE SPECIFICATIONS.B.WORK THAT HAS BEEN PREVIOUSLY ACCEPTED MAY BE REJECTED IF IT SUBSEQUENTLY BECOMES DEFECTIVE.C.REJECTED WORK SHALL BE REPLACED OR REPAIRED AT THE DIRECTION OF THE ENGINEER AND THE SOLE EXPENSE OF THECONTRACTOR. ANY TESTING REQUIRED TO CONFIRM COMPLIANCE OF REPLACED OR REPAIRED WORK SHALL ALSO BE THERESPONSIBILITY OF THE CONTRACTOR.D.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY MEASURES NECESSARY TO REMEDY THE REJECTED WORK.E.NO ADJUSTMENT OF CONTRACT TIME WILL BE ALLOWED BECAUSE OF REJECTION OF DEFECTIVE WORK.3.08EXISTING UTILITIESA.THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLEFOR DETERMINING ACTUAL LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS AND THOSE UTILITIES ORUNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE PLANS.B.THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL ABANDONED UTILITIES OR OTHER UNDERGROUND OBSTRUCTIONSTHAT INTERFERE WITH THE EXCAVATION. LOCATION AND/OR ABANDONMENT MUST BE COMPLETED PRIOR TO SHEET PILEINSTALLATION AND EXCAVATION.C.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION EXISTING UTILITIES INSIDE AND OUTSIDE OF THE TRENCH EXCAVATION.UTILITIES EXPOSED WITHIN TRENCH SHALL BE MONITORED FOR MOVEMENT.D.CONTRACTOR SHALL VERIFY WITH THE GAS COMPANY THAT 8-INCH AND 4-INCH NATURAL GAS MAINS WILL BE RELOCATED BYTHE GAS COMPANY PRIOR TO INSTALLATION OF STEEL SHEET PILES. IF GAS MAIN(S) WILL REMAIN IN PLACE AND ACTIVE DURINGSHEET PILE INSTALLATION AND EXCAVATION, CONTRACTOR SHALL COORDINATE WITH THE GAS COMPANY FOR SUPPORT ANDPROTECTION OF THE PIPE, AND SHALL PROVIDE MEANS FOR SHORING AND GROUNDWATER CUTOFF AROUND THE PIPE.3.09QUALITY ASSURANCEA.A MONITORING PROGRAM SHALL BE IMPLEMENTED TO CONFIRM THE PERFORMANCE OF THE TEMPORARY SHORING ASINDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH SPECIFICATION SECTION 02015.B.READINGS AT EACH OF THE MONITORING POINTS SHOULD BE PERFORMED:1.BEFORE TEMPORARY SHORING INSTALLATION.2.ONCE THE SHEET PILES ARE INSTALLED TO FINAL DEPTH, BUT BEFORE EXCAVATION BEGINS.3.DAILY DURING ALL EXCAVATION, CONSTRUCTION, BACKFILL, AND COMPACTION ACTIVITIES UNLESS OTHERWISE DIRECTED BYTHE ENGINEER.605/05/201720164277.004CITY OFNORTHAMPTON, MANORTHAMPTON DRAINAGE RELOCATIONREVDESCRIPTIONDSNCHKDATEDWNAPP1ADDENDUM 1RGSC5/25/2017JCSB215 First Street, Suite 320Cambridge, MA 02142Phone: 617-497-7800www.kleinfelder.comSHEETofDESIGNED BYISSUE DATECURRENT REVISIONDRAWN BYCHECKED BYPROJECT NO.REVISIONSSCALE VERIFICATIONTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT'S NOT 1 INCH ON THISSHEET ADJUST YOURSCALES ACCORDINGLYAPPROVED BYORIGINAL DRAWING SIZE IS 24 x 36NORTHAMPTON LUMBER YARDPLEASANT STREETNORTHAMPTON, MASBMTNJJMS-66SUPPORT OF EXCAVATION NOTESCAD FILE: G:\_clients\Northampton MA\20164277.003 – Pleasant St Drain Relocation 100%\Drawings\S-01 General.dwg LAYOUT: SH6.0 PLOTTED: 5/25/2017 10:51 AM BY: joseph maliawcoBRACE LEVELMINIMUM ALLOWABLE REACTIONFORCE (KIPS PER LINEAR FOOT)UPPER LEVEL9.20MIDDLE LEVEL16.90LOWER LEVEL10.8011
PLAN HOLDER LIST
5/25/2017
Project Name: Northampton Drainage Relocation Project Number:20164277.003A
General Bid Date: June 1, 2017 Sub-Bid Date: n/a
Project Manager: Joseph Maliawco Project Engineer:Joseph Maliawco
Non-Refundable Deposit $ 50.00 (for hard copies)DVD Mailing Fee: $25
Deposit Made Payable to: Kleinfelder Hard Copy Mailing Fee: $25.00 Non-Refundable Postage & Handling Fee
Pre-bid or Walkthrough: May 17, 2017 @ 10:00 AM Mail Fee Made Payable to: Kleinfelder Northeast, Inc.
* denotes unnumbered set Notes:
SPEC NO. (IF HARD COPY METHOD)COMPANY NAME, ADDRESS, CONTACT
PERSON, EMAIL, TELEPHONE & FAX NO.
DATE DOCS
ISSUED
RECEIPT OF
DELIVERY?
ADDENDA
NO.
DATE
ADDENDA
ISSUED
ADDENDUM
REC'D
DATE
CONFIRMED
DVD FTP Site Hard Copy
Kleinfelder FTP Site
Matthew A. Holda
Construction Estimator
A. Pereira Construction Co., Inc.
11 Chapin Street
Ludlow, MA 01056
O. 413-589-7406
F. 413-583-3049
C. 413-544-2719
E@MHolda7406@aol.com
X 5/10/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/16/2017
Kleinfelder FTP Site
Jill Cunningham
Office Manager
Revoli Construction Co., Inc.
90 Earls Way
Franklin, MA 02038
T: 508-520-2350, x29
F: 508-520-2355
jillc@revoliconst.com
X 5/10/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
Maria R. Aleixo
Baltazar Contractors, Inc.
83 Carmelina’s Circle
Ludlow, MA 01056
Phone: (413) 583-6160
Fax: (413) 583-6140
maleixo@baltazarcontractors.com
X 5/10/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
Clayton Davenport III
Clayton D. Davenport, Inc
130 Colrain Street
Greenfield, MA 01301
ph. (413) 774-2080
fx. (413) 772-2862
cdestimating@gmail.com
X 5/10/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/16/2017
Bid Set #1
Lynn Borges
Borges Construction
165 Carmelina’s Circle
Ludlow, MA 01056
Phone: (413) 589-8722
borgesconstruct@aol.com
X N/A N/A N/A ?
METHOD OF DELIVERY
Kleinfelder FTP Site
Susan Kelleher
Projects Administrator
E. T. & L. Corp.
873 Great Road
Stow, MA 01775
978-897-4353
FAX 978-897-0779
skelleher@etlcorp.com
www.etlcorp.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
Pam Dobeck
UEL CONTRACTORS, INC.
65 Parker Street
Clinton, MA 01510
(978) 345-2740 PH
(978) 348-2282 FAX
Pam.dobeck@uelcontractors.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
SumCo Eco Contracting Michelle
Archambault
Operations Coordinator 16
Front St - Ste 209
Salem, MA 01970
T: 978-744-1515
C: 978-979-7764
F: 815-572-5022
march@sumcoeco.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
Karen Fitzgerald
Projectdog | 18 Graf Road – Unit 8
Newburyport, MA 01950
P: 978.499.9014 | F: 978.499.9016
addenda@projectdog.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/12/2017
Kleinfelder FTP Site
Rich Zini
Assistant Project Manager
Robert B. Our Co., Inc.
RZini@robertbour.com
24 Great Western Rd.
P.O. Box 1539
Harwich, MA 02645
T: 508-432-0530
F: 508-432-4385
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Kleinfelder FTP Site
Melissa Caron
Estimator/Project Manager
50 West State Street
PO Box 889
Granby, MA 01033
Phone: (413) 467-7711
Fax: (413) 467-7733
Cell: (413) 246-1092
melissa@masswestinc.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/11/2017
Bid Set #3
Crystal Gaumont,
DeFelice Corporation,
28 Silva Lane • Dracut • Massachusetts •
01826
Tel • (978) 452-6967 x10
Fax • (978) 452-6803
E-mail • cgaumont@defelicecorp.com
X 5/16/2017 Picked up at
KLF Offices N/A N/A N/A 5/16/2017
Kleinfelder FTP Site
Justin G. Felisco
Bid Research Specialist
30 Technology Parkway South Suite 100
Norcross, GA 30092
phone: 323.602.5079 ext. 76476
fax: 866.570.8187
Justin.Felisco@ConstructConnect.com
www.ConstructConnect.com
X 5/11/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/15/2017
Kleinfelder FTP Site
Paul Fragoso
Ludlow Construction Co., Inc.
19 Carmelina’s Circle
Ludlow, MA 01056
Tel 413-583-2522
Fax 413-583-2039
pfragoso@ludlowconstruction.com
X 5/15/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/15/2017
Kleinfelder FTP Site
Steve Yahn Dietz
Construction
10 Industrial Parkway
Easthampton, MA 01027
(P) 413-527-2695 x-15
(C) 413-302-5787
(F) 413-527-3370
Email: Steve@dietzconstruction.com
X 5/15/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/15/2017
Bid Set #2
R. Geeleher
Geeleher Enterprises, Inc.
39 College Highway
Southampton, MA 01073
Tel 413-527-0448
Fax 413-527-3789
Email: Rgeeleher@geeleher.com
X X
5/16/2017
plan request
& 5/24/2017
FTP
Request
Email
Confirmation
from FTP site
N/A N/A N/A 5/24/2017 FTP
Kleinfelder FTP Site
Carlos Texeira,
JBL Construction Co., 100
Progress Avenue,
Springfield, MA 01104
Tel 413-273-1327 Email:
carolos@jbl-construction.com
X 5/16/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/16/2017
Bid Set #4
Greg Turner,
Schultz Construction,
831 Route 67, Ballston
Spa, NY 12020 Tel 518-
365-0350 Fax 518-885-
0744 Email:
estimating@wmschultz.com
X 5/17/2017 Hand
Delivered N/A N/A N/A 5/17/2017
Bid Set #5
Aqua Line Utility, Inc., 1283
Washington Street,
Weymouth, MA 02188 Tel.
339-201-4304
X 5/17/2017 Picked up at
KLF Offices N/A N/A N/A 5/17/2017
Kleinfelder FTP Site
Alex Goncalves - Project Manager
(413) 206-1052 (Direct) |
Alex@Caracascorp.com
Caracas Construction Corporation
Trusted Contractor for 32 Years (1985-
2017)
592 Holyoke Street, Ludlow, MA 01056
(413) 547-6200 (Office) |
www.Caracascorp.com
X 5/19/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/22/2017
Kleinfelder FTP Site
John Raymaakers
Project Manager/Estimator
J.L Raymaakers and Sons Inc.
Office: 413-562-0601
Cell: 413-427-1153
www.raymaakers.com
X 5/22/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/23/2017
Bid Set #6
Glenn Cairns
George R. Cairns and Sons, Inc., 8
Ledge Road,
Windham, NH 03087 Tel.
603-421-1888, Fax. 603-
421-9211
X 5/22/2017 Picked up at
KLF Offices N/A N/A N/A 5/22/2017
Kleinfelder FTP Site
Tina Seymour
Administrative Assistant
A.J. Virgilio Construction, Inc.
86 Medeiros Way
Westfield, MA 01085
Phone: (413) 562-6600
Fax: (413) 562-8366
tina@ajvirgilio.com
X 5/24/2017
Email
Confirmation
from FTP site
N/A N/A N/A 5/xx/2017