HomeMy WebLinkAboutBID - 7519 LEMAY AVENUE BRIDGE EXPANSION JOINT REPLACEMENTINVITATION TO BID
7519 LEMAY AVENUE BRIDGE EXPANSION JOINT REPLACEMENT
BID OPENING: 3:00 P.M. (our clock), JUNE 20, 2013
The City of Fort Collins is requesting bids from firms for the replacement of the bridge
expansion joints on the Lemay Avenue bridge where it crosses the Poudre River.
Sealed bids will be received and publicly opened at the office of the Director of
Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort
Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract
documents. If delivered, they are to be sent to 215 North Mason Street, 2nd Floor, Fort
Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-
0580.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock),
June 20, 2013.
The City encourages all disadvantaged business enterprises to submit bid in response
to all invitations and will not be discriminated against on the grounds of race, color,
national origin.
Questions concerning the scope of the bid should be directed to Project Manager, Jin
Wang at (970) 416-2292 or jwang@fcgov.com.
Questions regarding bid submittal or process should be directed to John Stephen,
CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com.
A copy of the Bid may be obtained as follows:
1. Download the Bid from the Purchasing Webpage, Current Bids page, at:
http://fcgov.com/eprocurement
Special Instructions
All bids must be properly signed by an authorized representative of the company with
the legal capacity to bind the company to the agreement. Bids may be withdrawn up to
the date and hour set for closing. Once bids have been accepted by the City and
closing has occurred, failure to enter into contract or honor the purchase order will be
cause for removal of supplier's name from the City of Fort Collins' bidders list for a
period of twelve months from the date of the opening. The City may also pursue any
remedies available at law or in equity. Bid prices must be held firm for a period of forty-
five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 1 of 36
contained in the City's specifications initially provided to the bidder. Any proposed
modification must be accepted in writing by the City prior to award of the bid.
Only bids properly received by the Purchasing Office will be accepted. All bids should
be clearly identified by the bid number and bid name contained in the bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm
or corporation in default on any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
Bidders must be properly licensed and secure necessary permits wherever applicable.
Bidders not responding to this bid will be removed from our automated vendor listing for
the subject commodities.
The City may elect where applicable, to award bids on an individual item/group basis or
on a total bid basis, whichever is most beneficial to the City. The City reserves the right
to accept or reject any and all bids, and to waive any irregularities or informalities.
Sales prohibited/conflict of interest: no officer, employee, or member of City Council,
shall have a financial interest in the sale to the City of any real or personal property,
equipment, material, supplies or services where such officer or employee exercises
directly or indirectly any decision-making authority concerning such sale or any
supervisory authority over the services to be rendered. This rule also applies to
subcontracts with the City. Soliciting or accepting any gift, gratuity, favor,
entertainment, kickback or any items of monetary value from any person who has or is
seeking to do business with the City of Fort Collins is prohibited.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid.
All freight charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid
figures and not entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's
compliance with the City's purchasing restrictions. A copy of the resolutions is available
for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-
121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected
and reported to authorities as such. Your authorized signature of this bid assures that
such bid is genuine and is not a collusive or sham bid.
Bid results: for information regarding results for individual bids send a self-addressed,
self-stamped envelope and a bid tally will be mailed to you. Bid results will be posted in
our office 7 days after the bid opening.
Gerry S. Paul
Director of Purchasing and Risk Management
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 2 of 36
7519 LEMAY AVENUE BRIDGE EXPANSION JOINT REPLACEMENT
BID OPENING: 3:00 P.M. (our clock), JUNE 20, 2013
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR
7519 LEMAY AVENUE BRIDGE EXPANSION JOINT REPLACEMENT PER THE BID
INVITATION AND ANY REFERENCED SPECIFICATIONS:
PLEASE NOTE: Awarded service provider must enter into a service agreement (sample
attached for your review) and provide the required insurance (Exhibit B).
ABUTMENT 1ABUTMENT 4
202‐00220 REMOVAL OF ASPHALT MAT SY 18 18 36
202‐00504 REMOVAL OF EXPANSION DEVICE LF 67 67 134
515‐00120 WATERPROOFING (MEMBRANE) SY 9 9 18
518‐01004 BRIDGE EXPANSION DEVICE (0‐4 INCH) LF 67 67 134
518‐02010 ELASTOMERIC CONCRETE END DAM CF 40 40 80
626‐00000 MOBILIZATION LS 1
700‐70380 EROSION CONTROL LS 1
IN WORDS
SIGNATURE PRINTED
COMPANY
ADDRESS
CITY STATE ZIP
PHONE EMAIL
UNIT PRICE TOTAL PRICE
TOTAL BASE BID
ITEM DESCRIPTION UNIT
SUPERSTRUCTURE
QUANTITIES
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 3 of 36
SERVICES AGREEMENT
THIS AGREEMENT made and entered into the day and year set forth below by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and , hereinafter referred to as "Service Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed
by and between the parties hereto as follows:
1. Scope of Services. The Service Provider agrees to provide services in
accordance with the scope of services attached hereto as Exhibit "A", consisting of
( ) page and incorporated herein by this reference.
2. The Work Schedule. [Optional] The services to be performed pursuant to this
Agreement shall be performed in accordance with the Work Schedule attached hereto as
Exhibit "B", consisting of ( ) page , and incorporated herein by this reference.
3. Time of Commencement and Completion of Services. The services to be
performed pursuant to this Agreement shall be initiated within ( ) days following
execution of this Agreement. Services shall be completed no later than . Time is of the
essence. Any extensions of the time limit set forth above must be agreed upon in a writing
signed by the parties.
4. Contract Period. [Option 1] This Agreement shall commence upon the date of
execution shown on the signature page of this Agreement and shall continue in full force and
effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of
the City, the Agreement may be extended for an additional period of one (1) year at the rates
provided with written notice to the Professional mailed no later than ninety (90) days prior to
contract end.
5. Contract Period. [Option 2] This Agreement shall commence , 200 ,
and shall continue in full force and effect until , 200 , unless sooner terminated as
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 4 of 36
herein provided. In addition, at the option of the City, the Agreement may be extended for
additional one year periods not to exceed ( ) additional one year periods.
Renewals and pricing changes shall be negotiated by and agreed to by both parties. The
Denver Boulder Greeley CPIU published by the Colorado State Planning and Budget Office will
be used as a guide. Written notice of renewal shall be provided to the Service Provider and
mailed no later than ninety (90) days prior to contract end.
6. Delay. If either party is prevented in whole or in part from performing its
obligations by unforeseeable causes beyond its reasonable control and without its fault or
negligence, then the party so prevented shall be excused from whatever performance is
prevented by such cause. To the extent that the performance is actually prevented, the Service
Provider must provide written notice to the City of such condition within fifteen (15) days from
the onset of such condition. [Early Termination clause here as an option
7. Early Termination by City/Notice. Notwithstanding the time periods contained
herein, the City may terminate this Agreement at any time without cause by providing written
notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15)
days prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties. All notices provided under this Agreement shall be effective when mailed, postage
prepaid and sent to the following addresses:
City:
City of Fort Collins
Attn: Purchasing
PO Box 580
Fort Collins, CO 80522
Copy to:
City of Fort Collins
Attn:
PO Box 580
Fort Collins, CO 80522
Service Provider:
Attn:
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the date of termination, subject only to the satisfactory performance of the Service
Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole
right and remedy for such termination.
8. Contract Sum. The City shall pay the Service Provider for the performance of this
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 5 of 36
Contract, subject to additions and deletions provided herein, ($ ) as per the
attached Exhibit " ", consisting of page , and incorporated herein by this
reference.
9. City Representative. The City will designate, prior to commencement of the
work, its representative who shall make, within the scope of his or her authority, all necessary
and proper decisions with reference to the services provided under this agreement. All requests
concerning this agreement shall be directed to the City Representative.
10. Independent Service provider. The services to be performed by Service Provider
are those of an independent service provider and not of an employee of the City of Fort Collins.
The City shall not be responsible for withholding any portion of Service Provider's compensation
hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for
any other purpose.
11. Personal Services. It is understood that the City enters into the Agreement
based on the special abilities of the Service Provider and that this Agreement shall be
considered as an agreement for personal services. Accordingly, the Service Provider shall
neither assign any responsibilities nor delegate any duties arising under the Agreement without
the prior written consent of the City.
12. Acceptance Not Waiver. The City's approval or acceptance of, or payment for
any of the services shall not be construed to operate as a waiver of any rights or benefits
provided to the City under this Agreement or cause of action arising out of performance of this
Agreement.
13. Warranty.
a. Service Provider warrants that all work performed hereunder shall be
performed with the highest degree of competence and care in accordance with accepted
standards for work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 6 of 36
incorporated into any work shall be new and, where not specified, of the most suitable grade of
their respective kinds for their intended use, and all workmanship shall be acceptable to City.
c. Service Provider warrants all equipment, materials, labor and other work,
provided under this Agreement, except City-furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship for a
period beginning with the start of the work and ending twelve (12) months from and after final
acceptance under the Agreement, regardless whether the same were furnished or performed by
Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from
City of any such defect or nonconformances, the affected item or part thereof shall be
redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to
City.
14. Default. Each and every term and condition hereof shall be deemed to be a
material element of this Agreement. In the event either party should fail or refuse to perform
according to the terms of this agreement, such party may be declared in default thereof.
15. Remedies. In the event a party has been declared in default, such defaulting
party shall be allowed a period of ten (10) days within which to cure said default. In the event
the default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting party
commences legal or equitable actions against the defaulting party, the defaulting party shall be
liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and
costs incurred because of the default.
16. Binding Effect. This writing, together with the exhibits hereto, constitutes the
entire agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs,
personal representatives, successors and assigns of said parties.
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 7 of 36
17. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its
officers, agents and employees against and from any and all actions, suits, claims, demands or
liability of any character whatsoever brought or asserted for injuries to or death of any person or
persons, or damages to property arising out of, result from or occurring in connection with the
performance of any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the
work hereunder to prevent injury to persons and property.
c. Without limiting any of the Service Provider's obligations hereunder, the
Service Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified within Exhibit
, consisting of one (1) page, attached hereto and incorporated herein by this reference.
The Service Provider before commencing services hereunder, shall deliver to the City's Director
of Purchasing and Risk Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of
a certificate evidencing the insurance coverage required from an insurance company acceptable
to the City.
18. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
19. Law/Severability. The laws of the State of Colorado shall govern the construction
interpretation, execution and enforcement of this Agreement. In the event any provision of this
Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such
holding shall not invalidate or render unenforceable any other provision of this Agreement.
20. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101,
C.R.S., et. seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 8 of 36
1. Service Provider does not knowingly employ or contract with an illegal
alien who will perform work under this Agreement; and
2. Service Provider will participate in either the e-Verify program created
in
Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th
Congress, as amended, administered by the United States Department of Homeland Security
(the “e-Verify Program”) or the Department Program (the “Department Program”), an
employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in
order to confirm the employment eligibility of all newly hired employees to perform work under
this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to
perform work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this Agreement.
c. Service Provider is prohibited from using the e-Verify Program or Department
Program procedures to undertake pre-employment screening of job applicants while this
Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing
work under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider
has actual knowledge that the subcontractor is employing or contracting with an illegal alien;
and
2. Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider shall not terminate
the contract with the subcontractor if during such three days the subcontractor provides
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 9 of 36
information to establish that the subcontractor has not knowingly employed or contracted with
an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the “Department”) made in the course of an
investigation that the Department undertakes or is undertaking pursuant to the authority
established in Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the
duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this
Agreement is so terminated, Service Provider shall be liable for actual and consequential
damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider
violates this provision of this Agreement and the City terminates the Agreement for such breach.
21. Special Provisions. [Optional] Special provisions or conditions relating to the
services to be performed pursuant to this Agreement are set forth in Exhibit " ", consisting
of ( ) pages, attached hereto and incorporated herein by this reference.
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 10 of 36
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:_______________________________
Gerry S. Paul
Director of Purchasing and Risk Management
Date:_____________________________
ATTEST:
_________________________________
City Clerk
APPROVED AS TO FORM:
________________________________
Assistant City Attorney
By:_______________________________
__________________________________
PRINT NAME
__________________________________
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:_____________________________
ATTEST: (Corporate Seal)
_____________________________
CORPORATE SECRETARY
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 11 of 36
EXHIBIT
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Service Provider shall furnish the City with certificates of insurance
showing the type, amount, class of operations covered, effective dates and date of
expiration of policies, and containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by the City of Fort
Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Service Provider, such
insurance as the City may deem proper and may deduct the cost of such insurance from
any monies which may be due or become due the Service Provider under this
Agreement. The City, its officers, agents and employees shall be named as additional
insureds on the Service Provider's general liability and automobile liability insurance
policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's
employees engaged in work performed under this agreement:
1. Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile
liability insurance as will provide coverage for damage claims of personal injury,
including accidental death, as well as for claims for property damage, which may
arise directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $500,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall
be responsible for any liability directly or indirectly arising out of the work
performed under this Agreement by a subcontractor, which liability is not covered
by the subcontractor's insurance.
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 12 of 36
PROJECT AREA
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:53:02 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\01-Cover Sheet.dgn
CITY OF FORT COLLINS
PUBLIC IMPROVEMENT CONSTRUCTION PLANS FOR:
LEMAY AVENUE OVER POUDRE RIVER
EXPANSION JOINT REPLACEMENT
INDEX OF SHEETS:
R
I
V
E
R
S
I
D
E
A
V
E
N
U
E
E
.
M
U
L
B
E
RR
Y
S
T
R
EET
LEMAY AVENUE
E. LINCOLN AVENUE
P
O
U
D
R
E
R
I
V
E
R
SECTION OR DETAIL IDENTIFICATION
CROSS REFERENCE DRAWING NUMBER
GENERAL NOTES:
(IF "-", REFERENCE IS TO SAME SHEET)
13
JFJ JBS
05/29/2013
2
N/A BRIDGE B2 GENERAL INFORMATION
FCLMY-0.1-RVSDE
REMOVAL OF EXPANSION JOINT: DETERMINATION OF RESPONSIBILITIES:
PLACEMENT OF NEW EXPANSION JOINTS:
BE MEASURED SEPARATELY BUT WILL BE INCLUDED IN THE WORK.
PREPARATION REQUIREMENTS PER THE MANUFACTURER'S SPECIFICATIONS WILL NOT
CUTTING OR CHIPPING FOR CONCRETE REMOVAL AND ANY OTHER INSTALLATION
ALL WORK ASSOCIATED WITH REMOVAL OF THE EXPANSION JOINTS, INCLUDING SAW
PAYMENT SHALL BE MADE UNDER ITEM 202, REMOVAL OF EXPANSION DEVICE.
BETWEEN FACES OF BRIDGE RAILS AND PARALLEL TO THE EXPANSION JOINT.
EXPANSION DEVICES REMOVED SHALL BE MEASURED BY THE LINEAR FOOT
RECOMMENDATIONS.
IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND
EXPOSED CONCRETE SURFACES WITHIN THE REMOVAL LIMITS SHALL BE PREPARED
CONTRACTOR'S EXPENSE WITH NO ALLOWANCE FOR CONTRACT TIME EXTENSION.
SHALL BE REPAIRED OR REPLACED AT APPROVAL OF THE ENGINEER AND AT THE
THE LIMITS OF CONSTRUCTION THAT IS DAMAGED BY THE CONTRACTOR'S OPERATION
DESIGNATED TO REMAIN IN-PLACE. ANY CONCRETE OR REINFORCING STEEL OUTSIDE
TO AVOID DAMAGE TO EXISTING CONCRETE AND REINFORCING STEEL THAT IS
APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY
THE METHODS AND EQUIPMENT USED FOR THE CONCRETE REMOVAL SHALL BE
REMOVAL OPERATIONS SHALL BE COORDINATED WITH THE CITY AS APPROPRIATE.
OR AS DIRECTED BY THE ENGINEER.
PORTIONS OF SECTION 202 OF THE STANDARD SPECIFICATIONS, BY THE PLANS,
THIS WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE
EXPANSION DEVICES, TO THE LIMITS AND DIMENSIONS AS SHOWN IN THE PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF BOTH EXISTING
WITH NO ALLOWANCE FOR CONTRACT TIME EXTENSION.
REPLACED AT APPROVAL OF THE ENGINEER AND AT THE CONTRACTOR'S EXPENSE
THAT IS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR
ANY CONCRETE OR REINFORCING STEEL OUTSIDE THE LIMITS OF CONSTRUCTION
DEVICE (0-4 INCH) AND ITEM 518, ELASTOMERIC CONCRETE END DAM.
TO MAKE THE INSTALLATIONS, SHALL BE PAID UNDER ITEM 518, BRIDGE EXPANSION
SIDEWALK COVER PLATES AND ALL OTHER REQUIRED LABOR AND MATERIALS
THE COST FOR INSTALLING THE BRIDGE EXPANSION JOINT DEVICES, INCLUDING
TESTING REQUIREMENTS.
SEE SECTION 518 OF THE STANDARD SPECIFICATION FOR WATER TIGHT INTEGRITY
THE NEOPRENE GLAND SHALL BE INSTALLED IN ONE PIECE.
DO NOT PAINT STEEL SURFACES IN CONTACT WITH EITHER CONCRETE OR SEAL.
THE SLOPE AND GRADE OF THE DECK AND SIDEWALK, AS SHOWN IN THE PLANS.
THE EXPANSION JOINT DEVICE SHALL BE INSTALLED ON GRADE, PARALLEL TO
EXPANSION ANCHORS.
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, EXCEPT FOR
THE EXPANSION JOINT SHALL BE PLACED IN ACCORDANCE WITH THE
WITHOUT THE EXPANSION ANCHORS.
CONCRETE/STRIP SEAL EXPANSION JOINT SYSTEM MANUFACTURED BY D.S. BROWN,
THE EXPANSION JOINT USED SHALL BE THE DELCRETE ELASTOMERIC
OR AS DIRECTED BY THE ENGINEER.
PORTIONS OF SECTION 518 OF THE STANDARD SPECIFICATIONS, BY THE PLANS,
THIS WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE
EXPANSION DEVICES, TO THE LIMITS AND DIMES IONS AS SHOWN IN THE PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BOTH EXISTING
SUMMARY OF QUANTITIES:
13
JFJ JBS
05/29/2013 BRIDGE B3 SUMMARY OF QUANTITIES
FCLMY-0.1-RVSDE 3
NOTES:
For Information Only Quantity = 105.7 Tons (Total).
as defined by these plans.
3. The City is responsible for determination of HMA type and placement of HMA
(membrane) necessary as a result of the Removal of Asphalt Mat (Planing) operations.
2. The City is responsible for determination of limits and placement of waterproofing
For Information Only Quantity = 728 SY (Total).
1. The City is responsible for Removal of Asphalt Mat (Planing) as defined by these plans.
N/A
ITEM DESCRIPTION UNIT
SUPERSTRUCTURE
TOTALS
ABUTMENT 1 ABUTMENT 4
202-00220 REMOVAL OF ASPHALT MAT SY 18 18 36
202-00504 REMOVAL OF EXPANSION DEVICE LF 67 67 134
515-00120 WATERPROOFING (MEMBRANE) SY 9 9 18
518-01004 BRIDGE EXPANSION DEVICE (0-4 INCH) LF 67 67 134
518-02010 ELASTOMERIC CONCRETE END DAM CF 40 40 80
626-00000 MOBILIZATION LS 1
700-70380 EROSION CONTROL LS 1
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:54:31 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\03-Sum m ary of
Quantities.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 15 of 36
& Ò BRIDGE
Ò LEMAY AVENUE
66'-0"
33'-0" 33'-0"
1'-0" 6'-0" 6'-0" 1'-0"
7'-0" 7'-0"
2'-0"
33'-0"
33'-0"
= 24'-0"
2 LANES @ 12'-0"
= 24'-0"
2 LANES @ 12'-0"
2'-0"
66'-0"
266'-0" B.F. ABUTMENT 1 TO B.F. ABUTMENT 4
90° (TYP.)
TO E. MULBERRY ST.
TO RIVERSIDE AVE.
B.F. ABUTMENT 1 B.F. ABUTMENT 4
(TO BE REPLACED)
EXPANSION JOINT
EDGE OF ASPHALT
EDGE OF ASPHALT
ELECTRIC
OVERHEAD
RECREATION PATH (TYP.)
(TO REMAIN)
STR. NO. FCLMY-0.1-RVSDE
CONDUITS
EXISTING UTILITY
REPLACED)
ABUTMENTS (TO BE
EXPANSION JOINT AT EXISTING 1•" HMA
EDGE OF ASPHALT
EDGE OF ASPHALT
(TO BE REPLACED)
EXPANSION JOINT
1.5%
1.5%
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:55:50 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\04-General Layout.dgn
PLAN
TYPICAL SECTION
Ò LEMAY AVENUE & Ò BRIDGE
POUDRE RIVER
NOTES:
dimensions prior to ordering material.
The contractor shall field verify actual
SHLD.
1'-0"
LANE
11'-0"
2'-0"
LANE
11'-0"
2'-0" SHLD.
CLEAR
2'-0"
PHASE 1 CONSTRUCTION
27'-0"
PHASE 1 TRAFFIC
31'-0"
SHLD.
1'-0"
LANE
11'-0"
CLEAR
2'-0"
PHASE 2 TRAFFIC
18'-0"
PHASE 2
13'-0"
SHLD.
1'-0"
LANE
11'-0"
2'-0" SHLD.
CLEAR
5'-0"
PHASE 2 TRAFFIC
21'-0"
SDWK.
6'-0"
SDWK.
6'-0"
SDWK.
6'-0"
JOINT
EXPANSION
LIMITS OF NEW
JOINT
EXPANSION
LIMITS OF NEW
JOINT
EXPANSION
LIMITS OF NEW
JOINT
EXPANSION
LIMITS OF NEW
REMOVAL
LIMITS OF
REMOVAL
LIMITS OF
REMOVAL
LIMITS OF
REMOVAL
LIMITS OF
MEDIAN
SHLD.
1'-0"
LANE
11'-0"
2'-0" SHLD.
CLEAR
5'-0"
SDWK.
6'-0"
2'-0"
LANE
11'-0"
PHASE 3 CONSTRUCTION
24'-0"
PHASE 3 TRAFFIC
34'-0"
MEDIAN
RAISED
(SUGGESTED PEDESTRIAN DETOUR)
RECREATION PATH (TYP.)
MEDIAN
RAISED
MEDIAN
RAISED
MEDIAN
RAISED
REMOVAL
LIMITS OF
REMOVAL
LIMITS OF
JOINT
EXPANSION
LIMITS OF NEW
JOINT
EXPANSION
LIMITS OF NEW
PHASE 4 CONSTRUCTION (ROLLING TRAFFIC CONTROL)
64'-0" EXPANSION JOINT PREPARATION AND GLAND INSTALLATION
INSTALLATION
LIMITS OF GLAND
INSTALLATION
LIMITS OF GLAND
ASPHALT TAPER
(MEMBRANE), AND
WATERPROOFING
NEW EXPANSION JOINT,
2'-0"
RECREATION PATH (TYP.)
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
OVERLAY
ASPHALT MILL AND
OVERLAY
ASPHALT MILL AND
MEDIAN
RAISED
(SUGGESTED PEDESTRIAN DETOUR)
RECREATION PATH (TYP.)
MEDIAN
RAISED
PHASE 5 CONSTRUCTION (ROLLING TRAFFIC CONTROL)
52'-0" MILL AND OVERLAY
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:59:12 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\07-Construction
Phasing 3 of 3.dgn
PLAN
SECTION
PHASE 5
13
JFJ JBS
05/29/2013 BRIDGE B7 CONSTRUCTION PHASING (3 OF 3)
FCLMY-0.1-RVSDE 7
ACTIVITIES: (ALL BY CITY)
1
KEYNOTES:
1 Traffic control devices to be determined and provided by city.
NTS
PLACE ASPHALT 2"Î TO 3 •" AS SHOWN IN DETAILS.
APPLY WATERPROOFING (MEMBRANE), IF NECESSARY AND WHERE APPLICABLE.
MILL ASPHALT 2"Î TO LIMITS SHOWN IN DETAILS.
RESET ROLLING TRAFFIC CONTROL (EST. 1 DAY, BY CITY).
1:80
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 19 of 36
1'-6" 1'-0" 1'-0" 1'-6"
2
"
2
"
3
"
"
2
1
1
REMOVAL
SIDEWALK
REMOVAL
SIDEWALK
"
2
1
1
3
"
1'-6" 1'-0" 1'-0" 1'-6"
REMOVAL
CONCRETE
REMOVAL
CONCRETE
1
'
-
0
"
1
'
-
6
"
1
'
-
6
"
1
'
-
0
"
3
"
3"
2
"
2
"
2"
3"
3"
REMOVAL
SIDEWALK
REMOVAL
CONCRETE
5'-11ƒ"
2 "
1
3
-
1.5
%
(
S
EE
NO
TE
1
)
-
1
.
3
9
%
(
S
EE
NO
TE
1
)
ELASTOMERIC
1'-0"
HMA TAPER
1'-6"
ELASTOMERIC
1'-0"
HMA TAPER
1'-6"
2 "
1
3
3"
ELASTOMERIC
1'-0"
HMA TAPER
1'-6"
ELASTOMERIC
1'-0"
HMA TAPER
1'-6"
(SYMM. ABOUT Ò BRIDGE)
26'-0‚" TO Ò BRIDGE
8 "
3
6
8 "
3
6
-
A
-
A
ELEVATION IN ROADWAY
RECESS
4 "
1
GLAND
RAIL (TYP.)
EXPANSION JOINT
ELASTOMERIC CONCRETE (TYP.)
EXISTING BARRIER
ELASTOMERIC CONCRETE (TYP.)
GLAND
RAIL (TYP.)
EXPANSION JOINT
RECESS
2 "
1
EXISTING SIDEWALK
SPREADER BRACKET
LEVELING BOLT (TYP.)
NUT (TYP.)
EXPANSION JOINT RAIL (TYP.)
FORMING MATERIAL (TYP.)
EXISTING CONCRETE (TYP.)
EXISTING CONCRETE (TYP.)
B9
DETAIL
1
B9
DETAIL
2
1
1 1
1
1
1
KEYNOTES:
SUGGESTED INSTALLATION METHOD
2
2
NOTES:
10
13
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05/29/2013 EXPANSION JOINT PLACEMENT DETAILS (2 OF 2)
FCLMY-0.1-RVSDE
BRIDGE B10
DECK SHOWN, SIDEWALK SIMILAR
1•:1
AT ROADWAY
NOT SHOWN)
(COVER PLATE
SIDEWALK CURB
AT
recommendations.
for determining specific details as necessary and in accordance with manufacturer
1. Details for the suggested installation method are general. The Contractor is responsible
1
bridge deck. No recess is required where cover plate will be present.
2 Expansion joint rail shall be recessed ‚" into elastomeric concrete end dam in the
specifications.
and any other item(s) required to install the expansion joint per manufacturer's
5'-11"
4 "
1
4 " 6
1
4 "
3
2 "
1
2 2 "
1
2
3"
2'-0"
2
'
-
0
"
1" RADIUS
TYP.)
SCREWS (COUNTERSUNK,
AND •" FLAT HEAD CAP
•" THREADED INSERTS
11 SPA. @ 6" = 5'-6"
Œ"ß HOLES
TYP.)
SCREWS (COUNTERSUNK,
AND •" FLAT HEAD CAP
•" THREADED INSERTS
APPROACH BRIDGE
" 11 SPA. @ 6" = 5'-6"
2
1
2 2 "
1
2
•" REMOVEABLE COVER PLATE
•" REMOVEABLE COVER PLATE
13
JFJ JBS
05/29/2013 BRIDGE B11
FCLMY-0.1-RVSDE
ƒ:1 SIDEWALK COVER PLATE DETAILS
11
COVER PLATE PLAN
COVER PLATE ELEVATION
-
A
-
A
-
A
SECTION
EXPANSION JOINT RAIL NOT SHOWN
NOTES:
shall not be paid separately but shall be included in item 518, Bridge Expansion Device (0-4 Inch).
3 All work and material associated with the fabrication and installation of sidewalk cover plates
exposed corners to „" radius.
2. Cover plate shall be ASTM A36 steel. Galvanize cover plates after fabrication. Grind all
52'-0"
31'-6"
31'-6"
32'-6" 32'-6"
31'-6"
31'-6"
32'-6" 32'-6"
1'-0"
1'-0"
1'-0"
1'-0"
END OF DECK END OF DECK
(TYP.)
SIDEW ALK
(TYP.)
BARRIER
ABUTMENT 1
BACK FACE
ABUTMENT 4
BACK FACE
AND HMA OVERLAY (TYP.)
LIMITS OF ASPHALT MAT (PLANING)
PLAN
12
13
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1:16 05/29/2013 BRIDGE B12 ASPHALT MILL AND OVERLAY (1 OF 2)
FCLMY-0.1-RVSDE
NOTES:
1. All work on this sheet is to be performed by the City.
B13
A
B13
A
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 5:03:04 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\12-Asphalt Mill
and Overlay 1 of 2.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 24 of 36
30'-0" 1'-6" 1'-0"
32'-6"
1'-0" 1'-6" 30'-0"
32'-6"
32'-6" 32'-6"
2"
2 "
1
3
3"
2" 2"
3"
2 "
1
3
2"
31'-6" 1'-0" 1'-0" 31'-6"
ABUTMENT
BACK FACE
EXISTING
EXISTING GIRDER
EXISTING BRIDGE DECK
EXISTING END DIAPHRAGM
EXISTING END DIAPHRAGM
ABUTMENT
BACK FACE
EXISTING
EXISTING GIRDER
EXISTING BRIDGE DECK
ASPHALT MAT (PLANING) ASPHALT MAT (PLANING)
2"
HMA OVERLAY HMA OVERLAY
2 "
1
1
AS APPLICABLE
ON DECK AS NECESSARY AND
WATERPROOFING (MEMBRANE)
NOTES:
13
13
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05/29/2013 BRIDGE B13 ASPHALT MILL AND OVERLAY (2 OF 2)
FCLMY-0.1-RVSDE
…:1
HMA OVERLAY
(PLANING)
ASPHALT MAT
2. All work on this sheet is to be performed by the City.
1. Abutment 1 shown, abutment 4 similar by opposite hand.
1
KEYNOTES:
1
1
Dimensions shown are approximate and should be field verified.
with a thickness of 1•" at the abutments and thicker near the center of the structure.
1 Existing asphalt overlay thickness is anticipated to vary along the length of the bridge
B12
A
SECTION
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 26 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 27 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 28 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 29 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 30 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 31 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 32 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 33 of 36
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BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 35 of 36
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 36 of 36
B12
A
SECTION
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 5:03:43 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\13-Asphalt Mill
and Overlay 2 of 2.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 25 of 36
1. Cover plate is intended to be placed flush with the top of sidewalk and face of sidewalk curb.
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Rick.Koechley 7:14:25 AM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\11-Sidewalk Cover
Plate Details.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 23 of 36
expansion joint rails, leveling bolts, nuts, elastomeric concrete, gland, sidewalk cover plates,
1 D.S. Brown Delcrete Elastomeric Concrete/Strip Seal expansion joint system shall include
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 5:01:46 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\10-Joint Placem
ent Details 2 of 2.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 22 of 36
-
A
SECTION
ISOMETRIC VIEW
GLAND
13
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05/29/2013 BRIDGE B9
FCLMY-0.1-RVSDE 9
1
CONCRETE
END DAM
CONCRETE
END DAM
CONCRETE
END DAM
CONCRETE
END DAM
CONDUIT (IF PRESENT)
EXISTING UTILITY
OVERLAY
EXISTING ASPHALT
1
1 1
JOINT RAIL
TOP OF EXPANSION
JOINT RAIL
BOTTOM OF EXPANSION
AFTER REMOVAL
TOP OF CONCRETE
RAIL (TYP.)
EXPANSION JOINT
1
1
1
NOTES: KEYNOTES:
1 EXPANSION JOINT RAIL
OVERLAY
ASPHALT
EXISTING
DECK
EXISTING BRIDGE
ABUTMENT
BACK FACE
EXISTING
BARRIER
TOP OF EXISTING
DECK
BRIDGE
EXISTING
ABUTMENT
BACK FACE
EXISTING
ASPHALT
ROADWAY
EXISTING
SIDEWALK
TOP OF EXISTING
ASPHALT
ROADWAY
EXISTING
BACKWALL
ABUTMENT
EXISTING
BRIDGE DECK
EXISTING
(TO REMAIN UNDISTURBED)
EXISTING BARRIER
2
AFTER NEW JOINT INSTALLATION
2
2
(MEMBRANE)
WATERPROOFING
ƒ:1
(BY CITY) (BY CITY)
ELEVATION AT SIDEWALK CURB
(BY CITY) (BY CITY)
(BY CITY, TYP.)
HMA TAPER
DAM (TYP.)
CONCRETE END
ELASTOMERIC
2
1. Dimensions contained in these plans are calculated from the "as built plans"
and may be adjusted to meet the existing structure. The contractor shall
verify all dependent dimensions in the field before ordering or fabricating
any material.
2. All dimensions shown are horizontal.
CONDUITS (IF PRESENT)
EXISTING UTILITY
(MEMBRANE)
WATERPROOFING
(MEMBRANE)
WATERPROOFING
CONCRETE
TOP OF ELASTOMERIC
LEGEND:
HMA (BY CITY)
ELASTOMERIC CONCRETE END DAM 1
COVER PLATE
SIDEWALK
3 3
3 3
3
3
ASPHALT
ROADWAY
EXISTING
(TYP.)
SIDEWALK
EXISTING
(IF PRESENT)
CONDUITS
UTILITY
EXISTING
SIDEWALK COVER PLATE
3
EXPANSION JOINT PLACEMENT DETAILS (1 OF 2)
B10
1
B10
2
1 D.S. Brown Delcrete Elastomeric Concrete/Strip Seal expansion joint system shall include
expansion joint rails, leveling bolts, nuts, elastomeric concrete, gland, sidewalk cover plates,
and any other item(s) required to install the expansion joint per manufacturer's specifications.
2 Expansion joint rail shall be recessed ‚" into elastomeric concrete end dam in the
bridge deck. No recess is required where cover plate will be present.
3 Minimum as shown. In the event that the dimension is larger than the minimum, the
Contractor shall use elastomeric concrete at no additional cost to the project.
Structural concrete will not be allowed.
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 5:01:08 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\09-Joint Placem
ent Details 1 of 2.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 21 of 36
6'-0"
CONDUIT (IF PRESENT)
EXISTING UTILITY
2 "
1
1
OVERLAY
EXISTING ASPHALT
CONDUITS (IF PRESENT)
EXISTING UTILITY
EXISTING SIDEWALK
BACKWALL
ABUTMENT
EXISTING
ASPHALT
ROADWAY
EXISTING
EXISTING BRIDGE DECK
ASPHALT
ROADWAY
EXISTING
ASPHALT
ROADWAY
EXISTING
(TO REMAIN UNDISTURBED)
EXISTING BARRIER
SIDEWALK
TOP OF EXISTING
ABUTMENT
BACK FACE
EXISTING
ABUTMENT
BACK FACE
EXISTING
BARRIER
TOP OF EXISTING
REMOVAL
ASPHALT MAT
REMOVAL
ASPHALT MAT
REMOVAL
ASPHALT MAT
REMOVAL
ASPHALT MAT
EXISTING BARRIER
SIDEWALK
TOP OF EXISTING
END DAM
TOP OF EXISTING
DECK (BEYOND)
TOP OF EXISTING
BRIDGE DECK
EXISTING
OVERLAY
ASPHALT
EXISTING
(IF PRESENT)
CONDUITS
UTILITY
EXISTING
DECK
BRIDGE
EXISTING
OVERLAY
ASPHALT
EXISTING
(TYP.)
3"
(TYP.)
2 "
1
EXISTING ANCHOR (TYP.)
EXISTING ANCHOR (TYP.)
(TYP.)
3"
(TYP.)
3"
ABUTMENT DECK
13
JFJ JBS
05/29/2013
ISOMETRIC VIEW
AFTER ALL REMOVALS
1
1
1
1
-
A
-
A
ELEVATION IN ROADWAY
-
A
SECTION
BRIDGE B8
8
EXPANSION JOINT REMOVAL DETAILS
FCLMY-0.1-RVSDE
LEGEND: NOTES:
CONCRETE REMOVAL
SIDEWALK REMOVAL
ƒ:1
ELEVATION AT SIDEWALK CURB
ASPHALT MAT REMOVAL
in the field before ordering or fabricating any material.
structure. The contractor shall verify all dependent dimensions
"as built plans" and may be adjusted to meet the existing
1. Dimensions contained in these plans are calculated from the
ANCHOR REMOVAL ELEVATION
ANCHOR REMOVAL PLAN
1 1
1 1
1
1
1
1
1
1
1
1
1
1
1
KEYNOTES:
placement.
sheet B9 for more information regarding concrete
to vary depending on removal methods. Refer to
1 Minimum as shown. Actual dimension is anticipated
1
1
1
1
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Rick.Koechley 7:14:21 AM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\08-Joint Rem oval
Details.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 20 of 36
Justin.Spanier 4:58:12 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\06-Construction
Phasing 2 of 3.dgn
PLAN
PLAN
SECTION
SECTION
PHASE 3
PHASE 4
ACTIVITIES:
ACTIVITIES:
13
JFJ JBS
1:80 05/29/2013 BRIDGE B6 CONSTRUCTION PHASING (2 OF 3)
FCLMY-0.1-RVSDE 6
NTS
NTS
KEYNOTES:
1 Traffic control devices to be determined and provided by city.
1
1
1
PLACE ASPHALT INCLUDING TEMPORARY TAPERS (BY CITY).
APPLY WATERPROOFING (MEMBRANE).
PLACE NEW EXPANSION JOINT (EXCEPT GLAND, TEMPORARY GAP FILLER TO REMAIN IN PLACE).
REMOVE EXPANSION JOINT AND PORTIONS OF DECK AND ABUTMENT BACKWALL.
REMOVE ASPHALT AND WATERPROOFING (MEMBRANE) 1'-6" BOTH SIDES OF JOINT.
SHIFT TRAFFIC AND PEDESTRIANS (BY CITY).
ONE END TO THE OTHER.
INSTALLED AS A SINGLE CONTINUOUS PIECE, PLACED FROM
INSTALL EXPANSION JOINT GLAND. EACH GLAND IS TO BE
PREPARE EXPANSION JOINT FOR GLAND INSTALLATION.
REMOVE TEMPORARY GAP FILLER.
SET UP ROLLING TRAFFIC CONTROL (EST. 1 DAY, BY CITY).
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 18 of 36
RAISED
MEDIAN
RAISED
(SUGGESTED PEDESTRIAN DETOUR)
RECREATION PATH (TYP.)
2'-0" SHLD.
2'-0" 2'-0"
2'-0"
ASPHALT TAPER
(MEMBRANE), AND
WATERPROOFING
NEW EXPANSION JOINT,
ASPHALT TAPER
(MEMBRANE), AND
WATERPROOFING
NEW EXPANSION JOINT,
MEDIAN
RAISED
MEDIAN
RAISED
RECREATION PATH (TYP.)
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:57:01 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\05-Construction
Phasing 1 of 3.dgn
PLAN
PLAN
SECTION
CONSTRUCTION
SECTION
PHASE 1
PHASE 2
ACTIVITIES:
ACTIVITIES:
13
JFJ JBS
1:80 05/29/2013 BRIDGE B5 CONSTRUCTION PHASING (1 OF 3)
FCLMY-0.1-RVSDE 5
NTS
NTS
1 1
1
KEYNOTES:
1 Traffic control devices to be determined and provided by city.
1
PLACE ASPHALT INCLUDING TEMPORARY TAPERS (BY CITY).
APPLY WATERPROOFING (MEMBRANE).
PLACE NEW EXPANSION JOINT (EXCEPT GLAND, TEMPORARY GAP FILLER TO REMAIN IN PLACE).
REMOVE EXPANSION JOINT AND PORTIONS OF DECK AND ABUTMENT BACKWALL.
REMOVE ASPHALT AND WATERPROOFING (MEMBRANE) 1'-6" BOTH SIDES OF JOINT.
SHIFT TRAFFIC AND PEDESTRIANS (BY CITY).
PLACE ASPHALT INCLUDING TEMPORARY TAPERS (BY CITY).
APPLY WATERPROOFING (MEMBRANE).
PLACE NEW EXPANSION JOINT (EXCEPT GLAND, TEMPORARY GAP FILLER TO REMAIN IN PLACE).
REMOVE EXPANSION JOINT AND PORTIONS OF DECK AND ABUTMENT BACKWALL.
REMOVE ASPHALT AND WATERPROOFING (MEMBRANE) 1'-6" BOTH SIDES OF JOINT.
SHIFT TRAFFIC AND PEDESTRIANS (BY CITY).
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 17 of 36
2. All dimensions are horizontal and approximate.
as detailed in these plans.
joints and asphalt which shall be modified
1. Existing bridge to remain, except expansion
13
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1:30 05/29/2013 BRIDGE B4 GENERAL LAYOUT
FCLMY-0.1-RVSDE 4
LOOKING NORTH
SCALE: 1:15
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 16 of 36
BXX
XX
FIRST TRAFFIC CLOSURE ACTIVITY.
THE CONTRACTOR SHALL COMPLETE ALL WORK WITHIN 30 CALENDAR DAYS OF THE
QUALITY STANDARDS AND CDOT REQUIREMENTS FOR EROSION CONTROL.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S MS4 WATER
EXCAVATION OR OTHER EARTHWORK.
AT LEAST 3 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY
SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987
ANY UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR
CONTRACTOR IS RESPONSIBLE FOR DETERMINING AS TO THE TYPE AND LOCATION OF
OF UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE
THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND PLACEMENT
MATERIAL.
ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY
MAY BE ADJUSTED TO MEET THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY
FROM THE "AS CONSTRUCTED PLANS." THESE STATIONS, ELEVATIONS, AND DIMENSIONS
STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE CALCULATED
DURING CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
BRIDGE DURING CONSTRUCTION. ANY MATERIAL THAT FALLS BELOW THE BRIDGE
THE CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION MATERIAL FALLS BELOW THE
SPECIFICATIONS.
THE CONTRACTOR SHALL ADHERE TO SECTION 107.24 AND 107.25 OF THE STANDARD
EXCEPT AS DIRECTED BY THE ENGINEER.
THE COMPLETED SECTIONS OF EXPANSION DEVICE SHALL NOT BE OPENED TO TRAFFIC
THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN DRAINAGE DURING THE WORK.
BRIDGES DOWN TO BARE CONCRETE, WATERPROOFING (MEMBRANE) IS TO BE REPLACED.
A NEAT LINE USING A SAWCUT 2" DEEP. WHEN REMOVING ASPHALT PAVEMENT FROM
PRIOR TO ASPHALT REMOVAL FROM BRIDGE DECKS, ASPHALT SHALL BE CUT TO
CONSTRUCTION, AS AMENDED IN THESE PLANS.
TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
ALL WORK SHALL BE IN ACCORDANCE WITH 2011 COLORADO DEPARTMENT OF
WORK TO BE PERFORMED BY CITY IS LABELED "(BY CITY)."
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL ACTIVITIES.
-PLACEMENT OF HMA OVERLAY
-PLACEMENT OF HMA TAPERS
NECESSARY AND WHERE APPLICABLE
-APPLICATION OF WATERPROOFING MEMBRANE ON THE BRIDGE DECK, IF
-REMOVAL OF ASPHALT MAT (PLANING) 32'-6" EITHER SIDE OF EXPANSION JOINT
- TRAFFIC CONTROL
THE FOLLOWING WORK ACTIVITIES SHALL BE PERFORMED BY THE CITY OF FORT COLLINS:
DECK SIDE OF THE EXPANSION JOINT
-PLACEMENT OF NEW WATERPROOFING MEMBRANE 1'-6" ON THE BRIDGE
COVER PLATES
-PLACEMENT OF NEW EXPANSION JOINT, ELASTOMERIC CONCRETE, AND SIDEWALK
-REMOVAL OF EXISTING EXPANSION JOINT AND CONCRETE
SIDE OF EXPANSION JOINT
- REMOVAL OF ASPHALT MAT AND WATERPROOFING (MEMBRANE) 1'-6" EITHER
THE FOLLOWING WORK ACTIVITIES SHALL BE PERFORMED BY THE CONTRACTOR:
REVISIONS: DATE: DRAWN BY:
SCALE: DATE:
DESIGNED BY:
OF
STRUCTURE NUMBER: SHEET
SHEET SUBSET: SUBSET SHEETS:
LEMAY AVENUE OVER POUDRE RIVER
ENGINEERING DEPT. - CAPITAL PROJECTS
CITY OF FORT COLLINS, COLORADO
City of
Engineering
fcgov.com/engineering
Justin.Spanier 4:53:59 PM R:\City of Fort Collins Bridge Services On-Call\W ork Order 9 (135236) - Lem ay Bridge Exp Jt Replacem ent\08_Sheet_Files\06_Structures\DGN\02-General Inform
ation.dgn
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 14 of 36
(970) 221-6605
FORT COLLINS, COLORADO
281 N. COLLEGE AVE
JIN WANG, P.E.
CITY OF FORT COLLINS
(720) 514-1100
LAKEWOOD, COLORADO
165 S. UNION BLVD.
DAVID NEMOVITZ, P.E.
MICHAEL BAKER JR., INC.
TITLE SHEET 13
JFJ JBS
1:2000 BRIDGE B1
1
05/29/2013
FCLMY-0.1-RVSDE
--ORIGINAL AS-BUILT PLANS (FOR REFERENCE ONLY)
13 ASPHALT MILL AND OVERLAY (2 OF 2)
12 ASPHALT MILL AND OVERLAY (1 OF 2)
11 SIDEWALK COVER PLATE DETAILS
10 EXPANSION JOINT PLACEMENT DETAILS (2 OF 2)
9 EXPANSION JOINT PLACEMENT DETAILS (1 OF 2)
8 EXPANSION JOINT REMOVAL DETAILS
7 CONSTRUCTION PHASING (3 OF 3)
6 CONSTRUCTION PHASING (2 OF 3)
5 CONSTRUCTION PHASING (1 OF 3)
4 GENERAL LAYOUT
3 SUMMARY OF QUANTITIES
2 GENERAL INFORMATION
1 TITLE SHEET
BID 7519 Lemay Avenue Bridge Expansion Joint Replacement Page 13 of 36