HomeMy WebLinkAboutBID - 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS (3)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
SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
INTERSECTION IMPROVEMENTS
AT VINE & SHIELDS
BID NO. 8125
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
JUNE 17, 2015 – 3:00 P.M. (OUR CLOCK)
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020 Notice Inviting Bids 00020-1 - 00020-2
00100 Instruction to Bidders 00100-1 - 00100-9
00300 Bid Form 00300-1 - 00300-3
00400 Supplements to Bid Forms 00400-1
00410 Bid Bond 00410-1 - 00410-2
00420 Statements of Bidders Qualifications 00420-1 - 00420-3
00430 Schedule of Major Subcontractors 00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600 Bonds and Certificates 00600-1
00610 Performance Bond 00610-1 - 00610-2
00615 Payment Bond 00615-1 - 00615-2
00630 Certificate of Insurance 00630-1
00635 Certificate of Substantial Completion 00635-1
00640 Certificate of Final Acceptance 00640-1
00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2
00660 Consent of Surety 00660-1
00670 Application for Exemption Certificate 00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900 Addenda, Modifications, and Payment 00900-1
00950 Contract Change Order 00950-1 - 00950-2
00960 Application for Payment 00960-1 - 00960-4
SPECIFICATIONS
SOILS REPORT
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: May 20, 2015
Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at
the office of the Purchasing Division, 3:00 P.M., our clock, on June 17, 2015, for the Intersection
Improvements at Vine & Shields; BID NO. 8125. If delivered, they are to be delivered to 215
North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is
P. O. Box 580, Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly received will be
publicly opened and read aloud.
The Contract Documents provide for the construction of 8125. The Work includes the
reconstruction of the intersection of Shields Street and Vine Drive. The intersection will be
changed from a signalized intersection to a single lane roundabout. The project includes:
removals as defined in the plans, erosion control, utility relocation and undergrounding, concrete
construction (decorative and structural), concrete curb and gutter, asphalt paving, sidewalks,
parkway construction, landscaped center island for roundabout with art piece, landscaped and
raised medians with plantings, decorative railings with urban design, Low-Impact-Development
areas for storm water runoff, drainage systems, irrigation system and tap, temporary traffic
signals, and construction zone traffic control. Construction survey and staking, signing and
striping, and street light installation will be completed by the City of Fort Collins. The project is
funded in part through a federal grant and is a Colorado Department of Transportation (CDOT)
Local Agency (LA) project. CDOT will maintain oversight of the project during construction.
This is a Federally funded project and the UDBE goal is 6.5%. If apparent low bidder does
not meet the project UDBE goal, three copies of the contractor’s good faith effort needs to be
submitted to the City of Fort Collins Engineering Department by 4PM on the next business day
after bid opening.
The On-the-Job Training Program goal for this project is 320 hours.
Contractors must turn in CDOT Bidding forms 606, 1413 and 1414 with the bid. Bids will not be
accepted if these forms are not included.
All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
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.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 2:00 PM, on June 3, 2015, in Conference Room 2A located at 215 N Mason Street,
Fort Collins.
Prospective Bidders are invited to present their questions relative to this Bid proposal at this
meeting.
The Contract Documents and Construction Drawings may be examined online at:
Rocky Mountain E-Purchasing System: www.rockymountainbidsystem.com
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section 2.3 of General
Conditions. Substantial Completion of the Work is required as specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a Payment Bond
guaranteeing faithful performance and the payment of all bills and obligations arising from the
performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening
Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any informalities and
irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the
form specified in the Instructions to Bidders.
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
City of Fort Collins
Gerry Paul
Purchasing Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings
assigned to them in the General Conditions. The term "Bidder" means one who submits
a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms
"Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to
whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,
Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including
all Addenda issued prior to receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation
to Bid. No partial sets will be issued. The Bidding Documents may be examined
at the locations identified in the Invitation to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither
OWNER nor Engineer assumes any responsibility for errors or misinterpretations
resulting from the use of incomplete sets of Bidding Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and
00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available on the
above terms, do so only for the purpose of obtaining Bids on the Work and do not
confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at
the time of the Bid opening, a written statement of qualifications including
financial data, a summary of previous experience, previous commitments and
evidence of authority to conduct business in the jurisdiction where the Project is
located. Each Bid must contain evidence of Bidder's qualification to do business
in the state where the Project is located or covenant to obtain such qualification
prior to award of the contract. The Statement of Qualifications shall be prepared
on the form provided in Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in
determining whether a bidder is responsible, the following shall be considered:
(1) The ability, capacity and skill of the bidder to perform the contract or provide
the services required, (2) whether the bidder can perform the contract or provide
the service promptly and within the time specified without delay or interference,
(3) the character, integrity, reputation, judgment, experience and efficiency of the
bidder, (4) the quality of the bidder's performance of previous contracts or
services, (5) the previous and existing compliance by the bidder with laws and
ordinances relating to the contract or service, (6) the sufficiency of the financial
resources and ability of the bidder to perform the contract or provide the service,
(7) the quality, availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future maintenance
and service for the use of the subject of the contract, and (9) any other
circumstances which will affect the bidder's performance of the contract.
3.3. Each Bidder may be required to show that he has handled former Work so that
no just claims are pending against such Work. No Bid will be accepted from a
Bidder who is engaged on any other Work which would impair his ability to
perform or finance this Work.
3.4 No Bidder shall be in default on the performance of any other contract with the
City or in the payment of any taxes, licenses or other monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the
Contract Documents thoroughly, (b) visit the site to familiarize himself with local
conditions that may in any manner affect cost, progress or performance of the
Work, (c) familiarize himself with federal, state and local laws, ordinances, rules
and regulations that may in any manner affect cost, progress or performance of
the Work, (d) study and carefully correlate Bidder's observations with the
Contract Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents.
4.2. Reference is made to the Supplementary Conditions for identification of:
Subsurface and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible representation by
Bidder that Bidder has complied with every requirement of this Article 4, that
without exception the Bid is premised upon performing and furnishing the Work
required by the Contract Documents and such means, methods, techniques,
sequences or procedures of construction as may be indicated in or required by
the Contract Documents, and that the Contract Documents are sufficient in scope
and detail to indicate and convey understanding of all terms and conditions for
performance and furnishing of the Work.
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to be
submitted in writing to the Engineer and the OWNER. Interpretation or
clarifications considered necessary in response to such questions will be issued
only by Addenda. Questions received less than seven days prior to the date for
opening of the Bids may not be answered. Only questions answered by formal
written Addenda will be binding. Oral and other interpretations or clarifications
will be without legal effect.
5.2. All questions concerning the scope of this project should be directed to the
Engineer. Questions regarding submittal of bids should be directed to the City of
Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as deemed
advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as
having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the
amount stated in the Invitation to Bid. The required security must be in the form
of a certified or bank cashier's check payable to OWNER or a Bid Bond on the
form enclosed herewith. The Bid Bond must be executed by a surety meeting
the requirements of the General Conditions for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until such Bidder has
executed the Agreement and furnished the required contract security, whereupon
Bid Security will be returned. If the successful Bidder fails to execute and deliver
the Agreement and furnish the required contract security within 15 days of the
Notice of Award, OWNER may annul the Notice of Award and the Bid Security of
that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER
believes to have reasonable chance receiving the award may be retained by
OWNER until the earlier of the seventh day after the effective date of the
Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security
furnished by such Bidders will be returned. Bid Security with Bids which are not
competitive will be returned within seven days after the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be substantially
complete and also completed and ready for Final Payment (the Contract Times) are set
forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment described on
the Drawings or specified in the Specifications without consideration of possible
substitute or "or equal" items. If a specific product type or brand of material or
equipment is indicated on the drawings or specified in the specifications, three types of
such product will be listed and the bidder may use anyone of the three or an approved
equal, if the equal is acceptable to the engineer. The procedure for submittal of any
such application by CONTRACTOR and consideration by Engineer is set forth in the
General Conditions which may be supplemented in the General Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal
subcontractors he proposes to use in the Work. Refer to Section 00430
contained within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable objection to any
proposed Subcontractor, either may, before the Notice of Award is given, request
the apparent successful Bidder to submit an acceptable substitute without an
increase in Bid price. If the apparent successful Bidder declines to make any
substitution, OWNER may award the contract to the next lowest responsive and
responsible Bidder that proposes to use acceptable subcontractors.
Subcontractors, suppliers, other persons or organization listed and to whom
OWNER or Engineer does not make written objection prior to the giving of the
Notice of Award will be deemed acceptable to OWNER and ENGINEER subject
to revocation of such acceptance after the effective date of the Agreement as
provided in the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or
other persons or organizations against whom he has reasonable objection. The
use of subcontractors listed by the Bidder and accepted by OWNER prior to the
Notice of Award will be required in the performance of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which may be
retained by the Bidder. A separate unbound copy is enclosed for submission
with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form
must be stated in words and numerals; in case of conflict, words will take
precedence. Unit prices shall govern over extensions of sums.
11.3. Bids by corporations must be executed in the corporate name by the president or
a vice-president (or other appropriate officer accompanied by evidence of
authority to sign) and the corporate seal shall be affixed and attested by the
secretary or an assistant secretary. The corporate address and state of
incorporation shall be shown below the corporate name.
11.4. Bids by partnerships must be executed in the partnership name and signed by a
partner, his title must appear under his signature and the official address of the
partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the joint venture or by
an authorized agent of each participant. The full name of each person or
company interested in the Bid shall be listed on the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the
numbers of which must be filled in on the Bid Form).
11.7. No alterations in Bids, or in the printed forms therefore, by erasures,
interpolations, or otherwise will be acceptable unless each such alteration is
signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to
identify any alteration so initialed.
11.8. The address and telephone number for communications regarding the Bid shall
be shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and
shall be enclosed in an opaque sealed envelope marked with the Project title, Bid
No., and name and address of the Bidder and accompanied by the Bid Security,
Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of
Subcontractors as required in Section 00430. If the Bid is sent through the mail
or other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the time and date for
receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by
addendum. Bids received after the time and date for receipt of Bids will be
returned unopened. Bidder shall assume full responsibility for timely delivery at
the location designated for receipt of Bids.
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive
consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under different names
will not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly executed
(in a manner that a Bid must be executed) and delivered to the place where Bids
are to be submitted at any time prior to the opening of Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized
representative provided he can prove his identity and authority at any time prior
to the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of
Bids provided that they are then fully in conformance with these Instructions to
Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud publicly as
indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major
alternates (if any) will be made available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but
OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to
that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any and all
informalities not involving price, time or changes in the Work, to negotiate
contract terms with the Successful Bidder, and the right to disregard all
nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER
reserves the right to reject the Bid of any Bidder if OWNER believes that it would
not be in the best interest of the Project to make an award to that Bidder, whether
because the Bid is not responsive or the Bidder is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or criteria established
by OWNER. Discrepancies between the indicated sum of any column of figures
and the correct sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders,
whether or not the Bids comply with the prescribed requirements, and such
alternates, unit prices and other data, as may be requested in the Bid Form or
prior to the Notice of Award.
17.3. OWNER may consider the qualification and experience of Subcontractors,
Suppliers, and other persons and organizations proposed for those portions of
the Work as to which the identity of Subcontractors, Suppliers, and other persons
and organizations is submitted as requested by OWNER. OWNER also may
consider the operating costs, maintenance requirements, performance data and
guarantees of major items of materials and equipment proposed for incorporation
in the Work when such data is required to be submitted prior to the Notice of
Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed Subcontractors,
Suppliers and other persons and organizations to do the Work in accordance
with the Contract Documents to OWNER's satisfaction within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and
responsible Bidder whose evaluation by OWNER indicates to OWNER that the
award will be in the best interest of the OWNER. Award shall be made on the
evaluated lowest base bid excluding alternates. The basis for award shall be the
lowest Bid total for the Schedule or, in the case of more than one schedule, for
sum of all schedules. Only one contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice
of Award within forty-five (45) days after the date of the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful Bidder delivers
the executed Agreement to the OWNER, it shall be accompanied by the required
Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Agreement with all other written
Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall
sign and deliver the required number of counterparts of the Agreement and attached
documents to OWNER with the required Bonds. Within ten (10) days thereafter,
OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart
is to be accompanied by a complete set of the Drawings with appropriate identification.
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be included in the
Contract Price. Reference is made to the General and Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or 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.
23.0 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 the
Purchasing office seven (7) days after the Bid Opening.
END OF SECTION
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 8125 Intersection Improvements at Vine & Shields
Place
Date
1. In compliance with your Invitation to Bid dated __, 20__ and subject to all
conditions thereof, the undersigned a (Corporation,
Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to
do business in the State of Colorado hereby proposes to furnish and do everything
required by the Contract Documents to which this refers for the construction of all items
listed on the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in
good faith, without collusion or connection with any other person or persons Bidding for
the same Work, and that it is made in pursuance of and subject to all the terms and
conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be done, all of which
have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum
of _____________________________________________________
($ ___) in accordance with the Invitation to Bid and Instructions to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and
a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days
from the date when the written notice of the award of the contract is delivered to him at
the address given on this Bid. The name and address of the corporate surety with which
the Bidder proposes to furnish the specified performance and payment bonds are as
follows: _________________________________________________________.
5. All the various phases of Work enumerated in the Contract Documents with their
individual jobs and overhead, whether specifically mentioned, included by implication or
appurtenant thereto, are to be performed by the CONTRACTOR under one of the items
listed in the Bid Schedule, irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or Bid
Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
_______through .
8. BID SCHEDULE (Base Bid)
201-00000 CLEARING AND GRUBBING LS 1 $ -
202-00010 REMOVAL OF TREE EA 59 $ -
202-00031 REMOVAL OF FIRE HYDRANT EA 1 $ -
202-00032 REMOVAL OF VALVE EA 1 $ -
202-00035 REMOVAL OF PIPE LF 20 $ -
202-00200 REMOVAL OF SIDEWALK SY 449 $ -
202-00203 REMOVAL OF CURB AND GUTTER LF 680 $ -
202-00205 REMOVAL OF WHEEL STOP EA 9 $ -
202-00210 REMOVAL OF CONCRETE PAVEMENT SY 37 $ -
202-00220 REMOVAL OF ASPHALT MAT SY 6627 $ -
202-00810 REMOVAL OF GROUND SIGN EA 8 $ -
202-00815 REMOVE SIGN (SPECIAL) EA 1 $ -
202-00828 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT LS 1 $ -
202-01000 REMOVAL OF FENCE LF 1093 $ -
203-00010 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 2355 $ -
203-00010 MUCK EXCAVATION CY 450 $ -
203-01597 POTHOLING HOUR 50 $ -
206-00510 FILTER MATERIAL (CLASS A) CY 0.7 $ -
207-00210 STOCKPILE TOPSOIL CY 50 $ -
207-00405 TOPSOIL (SPECIAL) CY 279.4 $ -
208-00018 GRAVEL BAG LF 198 $ -
208-00020 SILT FENCE LF 2186 $ -
208-00045 CONCRETE WASHOUT STRUCTURE EA 1 $ -
208-00050 STORM DRAIN INLET PROTECTION EA 2 $ -
208-00070 VEHICLE TRACKING PAD EA 1 $ -
208-00103 SEDIMENT REMOVAL AND DISPOSAL (LABOR) HOUR 20 $ -
208-00105 SEDIMENT REMOVAL AND DISPOSAL (EQUIPMENT) HOUR 20 $ -
208-00205 EROSION CONTROL SUPERVISOR HOUR 40 $ -
210-00010 RESET MAILBOX STRUCTURE EA 1 $ -
210-00035 RESET WATER METER EA 2 $ -
210-00810 RESET GROUND SIGN EA 7 $ -
210-04010 ADJUST MANHOLE EA 4 $ -
210-04015 MODIFY MANHOLE EA 1 $ -
210-04050 ADJUST VALVE BOX EA 2 $ -
212-00006 SEEDING (NATIVE) AC 0.11 $ -
212-00032 SOIL CONDITIONING AC 0.11 $ -
ITEMCOST NO. ITEM DESCRIPTION UNITQUANTITY UNIT COST
212-00040 SOIL PREPARATION (LAWN) AC 0.37 $ -
212-00050 SOD SF 15886 $ -
213-00004 MULCHING (WEED FREE STRAW) AC 0 $ -
213-00005 MULCHING (DECORATIVE) CF 1614 $ -
213-00008 MULCHING (WOOD CHIP) CF 166 $ -
213-00067 ROCK MULCH (WEED FREE) SF 2029 $ -
213-00070 LANDSCAPE WEED BARRIER FABRIC SY 734 $ -
213-00440 METAL LANDSCAPE BORDER (1/8 x 4 INCH) LF 85 $ -
213-00700 LANDSCAPE BOULDER EA 117 $ -
214-0000 LANDSCAPE MAINTENANCE LS 1 $ -
214-00215 DECIDIOUS TREE (1.5 INCH CALIPER) EA 8 $ -
214-00220 DECIDIOUS TREE (2 INCH CALIPER) EA 33 $ -
214-00350 DECIDIOUS SHRUB (5 GALLON CONTAINER) EA 120 $ -
214-00506 EVERGREEN TREE (6 FOOT) (BALL AND BURLAP) EA 1 $ -
214-00650 EVERGREEN SHRUB (5 GALLON CONTAINER) EA 34 $ -
214-00910 PERENNIALS (1 GALLON CONTAINER) EA 310 $ -
304-06000 AGGREGATE BASE COURSE (ABC)(CLASS 6) TON 2035.5 $ -
403-00720 HOT MIX ASPHALT (PATCHING)(ASPHALT) TON 19 $ -
403-33741 HOT MIX ASPHALT (GRADING S) (75) (PG 64-22) TON 730.8 $ -
403-34841 HOT MIX ASPHALT (GRADING SX) (100) (PG 64-22) TON 265.7 $ -
412-00800 CONCRETE PAVEMENT (8 INCH) SY 426.6 $ -
412-00801 CONCRETE PAVEMENT (8 INCH) (SPEICAL) (DAVIS COLOR TILE RED 1117) SY 216.6 $ -
412-00801 CONCRETE PAVEMENT (8 INCH) (SPEICIAL) (DAVIS COLOR OMAHA TAN 5084) SY 286.9 $ -
412-00801 CONCRETE PAVEMENT (8 INCH) (SPECIAL) (DAVIS COLOR COCOA 6130) SY 126.3 $ -
412-00850 CONCRETE PAVEMENT(8.5") SY 2823.4 $ -
412-00870 CONCRETE PAVEMENT (8.5") (FAST TRACK) SY 941.1 $ -
420-00300 GEOTEXTILE (REINFORCEMENT) SY 1200 $ -
504-08050 STONE LANDSCAPE WALL SF 295.5 $ -
506-00210 RIPRAP (9 INCH) CY 2 $ -
601-00000 ART FOUNDATION L S 1 $ -
601-03000 CONCRETE CLASS D CY 21 $ -
602-00000 REINFORCING STEEL LB 829 $ -
605-00004 4 INCH N0N-PERFORATED PIPE UNDERDRAIN LF 233 $ -
605-00040 4 INCH PERFORATED PIPE UNDERDRAIN LF 194 $ -
605-85000 SURFACE SAND FILTER SF 158 $ -
607-11530 FENCE (SPECIAL) LF 210 $ -
608-00006 CONCRETE SIDEWALK (6 INCH) SY 1398 $ -
608-00010 CONCRETE CURB RAMP SY 313 $ -
609-21010 CURB & GUTTER TYPE 2 (SECTION I-B) LF 1084 $ -
609-21020 CURB & GUTTER TYPE 2 (SECTION II-B) LF 2136 $ -
609-21021 CURB & GUTTER TYPE 2 (SECTION II-M) LF 297 $ -
609-40010 CURB TYPE 4 (SECTION B) LF 220 $ -
609-40130 CURB MEDIAN(SPECIAL) LF 411 $ -
614-80321 BARRICADE (TYPE 3 M-A) EA 1 $ -
619-50480 6 INCH PLASTIC PIPE LF 36 $ -
619-75048 6 INCH GATE VALVE EA 2 $ -
619-78048 6 INCH FIRE HYDRANT EA 2 $ -
621-00450 DETOUR PAVEMENT SY 983 $ -
623-00000 IRRIGATION SYSTEM LS 1 $ -
623-00602 2 INCH PLASTIC PIPE (IRRIGATION/SLEEVE) LF 900 $ -
623-00604 4 INCH PLASTIC PIPE (IRRIGATION/SLEEVE) LF 375 $ -
626-0000 MOBILIZATION LS 1 $ -
630-00000 FLAGGING HOUR 1200 $ -
630-00007 TRAFFIC CONTROL INSPECTION DAY 39 $ -
630-00012 TRAFFIC CONTROL MANAGEMENT DAY 96 $ -
630-10005 TRAFFIC CONTROL LS 1 $ -
630-80359 PORTABLE MESSAGE SIGN PANEL DAY 10 $ -
630-80370 CONCRETE BARRIER TEMPORARY LF 600 $ -
700-70010 F/A MINOR CONTRACT REVISIONS FA 1 $60,000.00 $ 60,000.00
700-70011 F/A PARTNERING FA 1 $2,500.00 $ 2,500.00
700-70016 F/A FUEL COST ADJUSTMENT FA 1 $8,000.00 $ 8,000.00
700-70019 F/A ASPHALT CEMENT COST ADJUSTMENT FA 1 $15,000.00 $ 15,000.00
700-70380 F/A EROSION CONTROL FA 1 $2,500.00 $ 2,500.00
700-70021 F/A ON THE JOB TRAINING FA 1 $960.00 $ 960.00
IN WORDS:
TOTAL BASE BID
Force Account
9. PRICES
The foregoing prices shall include all labor, materials, transportation, shoring, removal,
dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the
several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the Bid or change
quantities at his sole discretion without affecting the Agreement or prices of any item so
long as the deletion or change does not exceed twenty-five percent (25%) of the total
Agreement Price.
RESPECTFULLY SUBMITTED:
_______________________________________
CONTRACTOR
BY:___________________________________
________________________________ __________________
Signature Date
________________________________
Title
________________________________
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:___________________________
Address _____________________________________
_____________________________________
Telephone _____________________________________
Email _____________________________________
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned _
as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins,
Colorado, as OWNER, in the sum of
($ ) for the payment of which, well and truly to be made, we hereby jointly and
severally bind ourselves, successors, and assigns.
THE CONDITION of this obligation is such that whereas the Principal has submitted to the City
of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a
Construction Agreement for the construction of Fort Collins Project, 8125 Intersection
Improvements at Vine & Shields.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the
form of Contract attached hereto (properly completed in accordance with said Bid) and
shall furnish a BOND for his faithful performance of said Contract, and for payment of all
persons performing labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said Bid, then this
obligation shall be void; otherwise the same shall remain in force and effect, it being
expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein
stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such Bid; and said Surety does hereby waive notice of any such
extension.
Surety Companies executing bonds must be authorized to transact business in the State of
Colorado and be accepted by the OWNER.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals
this day of , 20__, and such of them as are corporations have caused their
corporate seals to be hereto affixed and these presents to be signed by their proper officers, the
day and year first set forth above.
PRINCIPAL SURETY
Name:_____________________________ __________________________________
Address:__________________________ __________________________________
By:_______________________________ By: ______________________________
Title: ___________________________ Title:____________________________
ATTEST:
By:_______________________________
(SEAL) (SEAL)
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and comprehensive. This
statement must be notarized. If necessary, questions may be answered on separate attached
sheets. The Bidder may submit any additional information he desires.
1. Name of Bidder: _________________________________________________
2. Permanent main office address: __________________________________
3. When organized: _________________________________________________
4. If a corporation, where incorporated: ___________________________
5. How many years have you been engaged in the contracting business under your present
firm or trade name?___________________________
6. Contracts on hand: (Schedule these, showing the amount of each contract and the
appropriate anticipated dates of completion.)
_________________________________________________________________
_________________________________________________________________
7. General character of Work performed by your company:
_________________________________________________________________
_________________________________________________________________
8. Have you ever failed to complete any Work awarded to you?________
If so, where and why?____________________________________________
_________________________________________________________________
9. Have your ever defaulted on a contract?__________________________
If so, where and why?____________________________________________
_________________________________________________________________
10. Are you debarred by any government agency? ______________________
If yes list agency name._________________________________________
11. List the more important projects recently completed by your company, stating the
approximate cost of each, and the month and year completed, location and type of
construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this project:
14. Background and experience of the principal members of your organization, including
officers:
15. Credit available: $______________________________________________________
16. Bank Reference:_____________________________________________________
17. Will you, upon request, fill out a detailed financial statement and furnish any other
information that may be required by the OWNER? _________________ ________
18. Are you licensed as a General CONTRACTOR?________________________________
If yes, in what city, county and state? __________________________
What class, license and numbers?___________________________________
19. Do you anticipate subcontracting Work under this Contract?_________________
If yes, what percent of total contract?__________________________________
And to whom?___________________________________________________________
20. Are any lawsuits pending against you or your firm at this time?__________
IF yes, DETAIL
21. What are the limits of your public liability? DETAIL
What Company?_________________________________________________________
22. What are your company's bonding limitations?_____________________________
23. The undersigned hereby authorizes and requests any person, firm or corporation to
furnish any information requested by the OWNER in verification of the recital comprising
this Statement of Bidder's Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
_____________________________________________
Name of Bidder
By:__________________________________________
Title:_______________________________________
State of________________________
)
County of_______________________
___________________________________being duly sworn deposes and says that he is
______________________of_____________________________ and that (name of
organization) the answers to the foregoing questions and all statements therein contained are
true and correct.
Subscribed and sworn to before me this _______ day of____________, 20__.
___________________________________
Notary Public
My commission expires _______________.
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors performing over
15% of the contract.
ITEM SUBCONTRACTOR
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
______________________________ _______________________________
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
DATE: [CONTRACT DATE]
TO: [CONTRACTOR]
PROJECT: 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS
OWNER: CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Bid Date] for the above project has been
considered. You are the apparent successful Bidder and have been awarded an Agreement for
8125 Intersection Improvements at Vine & Shields.
The Price of your Agreement is ($ ).
Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany
this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise
made available to you immediately.
You must comply with the following conditions precedent within fifteen (15) days of the date of
this Notice of Award, that is by [Date].
1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement
including all the Contract Documents. Each of the Contract Documents must bear your
signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as
specified in the Instructions to Bidders, General Conditions (Article 5.1) and
Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle OWNER to consider
your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return to you one (1)
fully-signed counterpart of the Agreement with the Contract Documents attached.
City of Fort Collins
OWNER
By:_______________________________________
Gerry Paul
Purchasing Director
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
[Contractor] (hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may be the
whole or only a part is defined as the construction of the 8125 Intersection Improvements at
Vine & Shields.
ARTICLE 2. ENGINEER
The Project has been designed by Wilson & Company Engineers & Architects. The City of
Fort Collins Engineering Department is hereinafter called ENGINEER and will assume all
duties and responsibilities and will have the rights and authority assigned to ENGINEER in
the Contract Documents in connection with completion of the Work in accordance with the
Contract Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within One Hundred Twenty (120)
calendar days after the date when the Contract Times commence to run as provided
in the General Conditions and completed and ready for Final Payment and
Acceptance in accordance with the General Conditions within Fifteen (15) calendar
days after the date when the Contract Times commence to run.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is
not completed within the times specified in paragraph 3.1. above, plus any
extensions thereof allowed in accordance with Article 12 of the General Conditions.
They also recognize the delays, expenses and difficulties involved in proving in a
legal proceeding the actual loss suffered by OWNER if the Work is not completed on
time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR
agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall
pay OWNER the amounts set forth hereafter.
1) Substantial Completion:
One Thousand Seven Hundred Seventy-Eight Dollars ($1178.00) for each
calendar day or fraction thereof that expires after the One Hundred Twenty
(120) calendar day period for Substantial Completion of the Work until the
Work is Substantially Complete.
2) Final Acceptance:
After Substantial Completion, One Thousand Seven Hundred Seventy-Eight
Dollars ($1178.00) for each calendar day or fraction thereof that expires after
the Fifteen (15) calendar day period for Final Payment and Acceptance until
the Work is ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with
the Contract Documents in current funds as follows: Dollars ($ ), in
accordance with Section 00300, attached and incorporated herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the
General Conditions. Applications for Payment will be processed by ENGINEER as provided
in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of
the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2.6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit Price
Work.
5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract
retainage five percent (5%) of each progress payment, but, in each case, less
the aggregate of payments previously made and less such amounts as
ENGINEER shall determine, or OWNER may withhold, in accordance with
paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner,
on recommendation of Engineer, Owner determines that the character and
progress of the Work have been satisfactory to OWNER and ENGINEER,
OWNER may determine that as long as the character and progress of the
Work remain satisfactory to them, there will be no additional retainage on
account of Work completed in which case the remaining progress payments
prior to Substantial Completion will be in an amount equal to 100% of the
Work completed. 95% of materials and equipment not incorporated in the
Work (but delivered, suitably stored and accompanied by documentation
satisfactory to OWNER as provided in paragraph 14.2 of the General
Conditions) may be included in the application Section 00520 Page 3 for
payment.
5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if
necessary, to increase total payments to CONTRACTOR to 95% of the
Contract Price, less such amounts as ENGINEER shall determine or OWNER
may withhold in accordance with paragraph 14.7 of the General Conditions or
as provided by law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the
following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract
Documents, Work, site, locality, and with all local conditions and Laws and
Regulations that in any manner may affect cost, progress, performance or furnishing
of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are identified in the
Supplementary Conditions as provided in paragraph 4.2 of the General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for
obtaining and carefully studying) all such examinations, investigations, explorations,
tests, reports, and studies (in addition to or to supplement those referred to in
paragraph 6.2 above) which pertain to the subsurface or physical condition at or
contiguous to the site or otherwise may affect the cost, progress, performance or
furnishing of the Work as CONTRACTOR considers necessary for the performance
or furnishing of the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provisions of paragraph 4.2 of the General Conditions; and no
additional examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown or
indicated on the Contract Documents with respect to existing Underground Facilities
at or contiguous to the site and assumes responsibility for the accurate location of
said Underground Facilities. No additional examinations, investigations,
explorations, tests, reports, studies or similar information or data in respect of said
Underground Facilities are or will be required by CONTRACTOR in order to perform
and furnish the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provision of paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations, examinations,
investigations, tests, reports and data with the terms and conditions of the Contract
Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or
discrepancies that he has discovered in the Contract Documents and the written
resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between OWNER
and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of “Contract
Documents” in Article 1.10 of the General Conditions, and such other items as are
referenced in this Article 7, all of which are incorporated herein by this reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related actions in
carrying out the terms of this Agreement are deemed Contract Documents and
incorporated herein by this reference, and include, but are not limited to, the
following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as follows:
1 TITLE SHEET
2 STANDARD PLANS LIST
3 GENERAL NOTES
4-8 TYPICAL SECTIONS
9-11 SUMMARY OF APPROXIMATE QUANTITIES
12 TABULATION OF REMOVALS
13-17 REMOVAL PLAN SHEETS
18-20 TREE INVENTORY PLAN SHEETS
21 TABULATION OF SURFACING
22-23 TABULATION OF MISC ROADWAY ITEMS
24 TABULATION OF DRAINAGE AND EARTHWORK
25 PAVEMENT DEFINITIONS SHEET
26-30 ROADWAY PLAN SHEETS
31-32 ROADWAY PROFILE SHEETS
33 VINE AND SHIELDS GEOMETRIC DETAILS
34-35 GEOMETRY EDGE OF PAVEMENT SHEETS
36-42 GEOMETRY MEDIAN DETAILS
43-47 GRADING PLAN SHEETS
48 JOINT DETAIL SHEETS
49-50 CURB RAMP DETAILS
51-52 BIKE ACCESS RAMP DETAILS
53-55 DRIVEWAY PROFILE SHEETS
56-57 FENCE AND MINOR WALL DETAILS
58-61 DRAINAGE DETAILS (CURB CUT DETAILS AND UNDERDRAINS)
62-63 STORM WATER MANAGEMENT PLAN
64-66 EROSION CONTROL PLANS
67-82 LANDSCAPE SHEETS
83-93 IRRIGATION SHEETS
94 TABULATION OF TRAFFIC ITEMS
109 SIGN DETAILS
110-114 SIGNING AND STRIPING SHEETS
115 TRAFFIC CONTROL FOR DETOUR ROUTES
116 TABULATION OF TRAFFIC CONTROL
117-136 TRAFFIC CONTROL PLANS
137-147 CROSS SECTIONS
148-163 ROW PLANS
The Contract Drawings shall be stamped "Final for Construction" and dated. Any
revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and other documents
amending, modifying, or supplementing the Contract Documents pursuant to
paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or incorporated by
reference in this Article 7. The Contract Documents may only be amended, modified
or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the General
Conditions shall have the meanings indicated in the General Conditions.
8.2. No assignment by a party hereto of any rights under or interests in the Contract
Documents will be binding on another party hereto without the written consent of the
party sought to be bound; and specifically but not without limitations, moneys that
may become due and moneys that are due may not be assigned without such
consent (except to the extent that the effect of this restriction may be limited by law),
and unless specifically stated to the contrary in any written consent to an assignment
no assignment will release or discharge that assignor from any duty or responsibility
under the Contract Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and
legal representatives to the other party hereto, its partners, successors, assigns and
legal representatives in respect to all covenants, Agreement and obligations
contained in the Contract Document.
OWNER: CITY OF FORT COLLINS CONTRACTOR:
By: ____________________________ By:_______________________________
GERRY PAUL
PURCHASING DIRECTOR Printed:____________________________
Date:___________________________ Title:____________________________
Date:_____________________________
(CORPORATE SEAL)
Attest: ________________________ Attest:___________________________
City Clerk
Address for giving notices: Address for giving notices:
P. O. Box 580 __________________________________
Fort Collins, CO 80522 __________________________________
LICENSE NO.:______________________
Approved as to Form
_______________________________
Assistant City Attorney
SECTION 00530
NOTICE TO PROCEED
Description of Work: 8125 Intersection Improvements at Vine & Shields
To: [Contractor]
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been received
by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and
directed to proceed within ( ) calendar days from receipt of this notice as required by the
Agreement.
Dated this day of , 20__.
The dates for Substantial Completion and Final Acceptance shall be _____ _____, 20_ and
, 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of ,
20__.
CONTRACTOR:
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
Firm
Address
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300
Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as
the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the
payment of which sum well and truly to be made, we bind ourselves, successors and assigns,
jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Date] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 8125 Intersection Improvements at Vine & Shields.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the
undertakings, covenants, terms, conditions and agreements of said Agreement during the
original term thereof, and any extensions thereof which may be granted by the OWNER, with or
without Notice to the Surety and during the life of the guaranty period, and if the Principal shall
satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and
save harmless the OWNER from all cost and damages which it may suffer by reason of failure
to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER
may incur in making good any default then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of
which shall be deemed an original, this __ day of _________, 20__.
IN PRESENCE OF: Principal
______________________________ ________________________________________
______________________________ ________________________________________
(Title)
________________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________ By:_____________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
Firm
Address
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins,
300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to
as "the OWNER", in the penal sum of ($ ) in lawful money of the United States, for
the payment of which sum well and truly to be made, we bind ourselves, successors and
assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Date] day of [Month], 20[Year], a copy of which
is hereto attached and made a part hereof for the performance of The City of Fort Collins
project, 8125 Intersection Improvements at Vine & Shields.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors,
and corporations furnishing materials for or performing labor in the prosecution of the Work
provided for in such Agreement and any authorized extension or modification thereof, including
all amounts due for materials, lubricants, repairs on machinery, equipment and tools,
consumed, rented or used in connection with the construction of such Work, and all insurance
premiums on said Work, and for all labor, performed in such Work whether by subcontractor or
otherwise, then this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of
which shall be deemed an original, this __ day of , 20__.
IN PRESENCE OF: Principal
______________________________ By:___________________________________
______________________________ ______________________________________
(Title)
______________________________________
(Address)
(Corporate Seal)
IN PRESENCE OF: Other Partners
______________________________ ______________________________________
______________________________ ______________________________________
IN PRESENCE OF: Surety
______________________________ By:___________________________________
______________________________ By:___________________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance in accordance
with the following requirements:
1. The Contractor 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 Contractor 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 reduce coverage or limits and
will not be cancelled, except after thirty (30) 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 Contractor, 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 Contractor under this Agreement. The City, its
officers, agents and employees shall be named as additional insureds on the Contractor
'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 Contractor shall maintain
during the life of this Agreement for all of the Contractor'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 Contractor 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 $1,000,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Contractor 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.
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS (OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 8125 Intersection
Improvements at Vine & Shields
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
____________________________ OWNER: City of Fort Collins
____________________________ CONTRACTOR:
____________________________ CONTRACT DATE:
The Work performed under this contract has been inspected by authorized representatives of
the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the
project, as indicated above) is hereby declared to be substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto. This list may not be
exhaustive, and the failure to include an item on it does not alter the responsibility of the
CONTRACTOR to complete all the Work in accordance with the Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE
DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to
complete and correct the items on the tentative list within the time indicated.
ENGINEER AUTHORIZED REPRESENTATIVE
DATE
The OWNER accepts the project or specified area of the project as substantially complete and
will assume full possession of the project or specified area of the project at 12:01 a.m., on
. The responsibility for heat, utilities, security, and insurance under the
Contract Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO
By:
OWNER AUTHORIZED REPRESENTATIVE DATE
REMARKS:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO: [Contractor]
Gentlemen:
You are hereby notified that on the day of , 20__, the City of Fort Collins,
Colorado, has accepted the Work completed by [Contractor] for the City of Fort Collins project,
8125 Intersection Improvements at Vine & Shields.
A check is attached hereto in the amount of $_______________________________ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are dated
[Contract Date].
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ __, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: CITY OF FORT COLLINS, COLORADO (OWNER)
FROM: [CONTRACTOR] (CONTRACTOR)
PROJECT: 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS
1. The CONTRACTOR acknowledges having received payment, except retainage from the
OWNER for all work, labor, skill and material furnished, delivered and performed by the
CONTRACTOR for the OWNER or for anyone in the construction, design, improvement,
alteration, addition or repair of the above described project.
2. In consideration of such payment and other good and valuable consideration, the receipt
and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily
waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller
Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and
material bond rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished, delivered or performed for
the construction, design, improvement, alteration, addition or repair of the above
described project, against the OWNER or its officers, agents, employees or assigns,
against any fund of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land improved by the
project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or
performed to or for the construction, design, improvement, alteration, addition or repair
of the project were furnished, delivered or performed by the CONTRACTOR or its
agents, employees, and servants, or by and through the CONTRACTOR by various
Subcontractors or materialmen or their agents, employees and servants and further
affirms the same have been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project or any funds in the
OWNER'S possession or control concerning the project or against the OWNER or its
officers, agents, employees or assigns arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if
any, and the Surety on the project against and from any claim hereinafter made by the
CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns
against the project or against the OWNER or its officers, employees, agents or assigns
arising out of the project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth above constitutes
and adequate description of the property and improvements to which this Lien Waiver
Release pertains. It is further acknowledged that this Lien Waiver Release is for the
benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any
labor and material bonds for the project.
Signed this day of , 20__.
CONTRACTOR: [CONTRACTOR]
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of , 20__, by
.
Witness my hand and official seal.
Notary Public
My Commission Expires: .
SECTION 00660
CONSENT OF SURETY
TO: CITY OF FORT COLLINS, COLORADO (hereinafter referred to as the "OWNER")
CONTRACTOR: [CONTRACTOR]
PROJECT: 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS
CONTRACT DATE: [CONTRACT DATE]
In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR
as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to
the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the
OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of
, ____ .
(Surety Company)
By
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
SECTION 00670
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
Special Notice
Contractors who have completed this application in the past, please note the following changes
in procedure:
The Department will no longer issue individual Certificates of exemption to subcontractors. Only
prime contractors will receive a Contractor’s Exemption Certificate on exempt projects.
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor
involved in the project and complete it by filling in the subcontractor’s name and address and
signing it.
The original Certificate should always be retained by the prime contractor. Copies of all
Certificates that the prime contractor issued to subcontractors should be kept at the prime
contractor’s place of business for a minimum of three years and be available for inspection in
the event of an audit.
Once an 89# has been assigned to you, please use the next five numbers following it for any
applications submitted for future projects. This should be your permanent number. For
instance, if you were assigned 89-12345-0001, every application submitted thereafter should
contain 89-12345 on the application. The succeeding numbers will be issued by the
Department of Revenue. DO NOT enter what you believe to be the next in sequence as this
may delay processing of your application.
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
CDOT SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the corresponding paragraphs as
indicated of the General Conditions of the Construction Contract (EJCDC General Conditions
1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below.
SC-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests of subsurface
conditions at the site of the Work:
Geotechnical Engineering Study prepared by Kumar & Associates Inc.,
Project No. 13-1-338, dated February 14, 2014.
Contractor may rely upon the accuracy of the technical data contained in the
geotechnical documents, but not upon nontechnical data, interpretations or
opinions contained therein or upon the completeness of any information in the
report.
SC-5.3.2 Add the following:
The State of Colorado shall be added as an additional insured.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The State of Colorado shall be added as an additional insured.
The limits of liability for the insurance required by the paragraph numbers of the
General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000
combined single limits (CSL). This policy will include coverage for Explosion,
Collapse, and Underground coverage unless waived by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits
of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations coverage/product liability
coverage with limits of $1,000,000 combined single limits (CSL).
SC-6.4.1 Purchasing Restrictions
Delete the complete paragraph
SC-6.4.2 Cement Restrictions
Delete the complete paragraph
SC-6.5 Contractor Responsibilities—Amended in its entirety to read:
All materials and equipment shall be of good quality and new, except as otherwise
provided in the Contract Documents. All warranties, if any, provided in the
Specifications shall run specifically to the benefit of Owner. If required by Engineer
prior to final payment as provided for herein, Contractor shall furnish satisfactory
evidence (including reports of required tests) as to the kind and quality of the
materials and equipment. All materials and equipment shall be applied, installed,
connected, erected, used, cleaned and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise provided in the Contract Documents.
SC- 6.30.1. - Contractor General Warranty and Guarantee-
Delete the complete paragraph
6.30.1.1 Specific Warranties. Contractor further warrants and guarantees that any Work
covered by a specific warranty provision contained in the Specifications shall be
performed in accordance with the applicable warranty and any such Work shall
conform to the warranty requirements during the warranty period stated in the
specific warranty.
SC-13.12 Correction Period
Delete the complete paragraph
SC-14.15.1- Waiver of Claims- Amended in its entirety to read:
14.15.1 a waiver of all claims by Owner against Contractor, except claims arising
from unsettled Liens, from defective Work identified and reported to Contractor
during final inspection pursuant to 14.11, from failure to comply with the Contract
Documents, or the terms of any specific guarantees or warranties specified therein,
or from Contractors’ continuing obligations under the Contract Documents;
SC-17.6.1 Delete the complete paragraph
SC-FED Federal Terms & Conditions
A. The terms and conditions set forth in the following pages are hereby
incorporated as part of this agreement.
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
A. AFFIRMATIVE ACTION REQUIREMENTS
Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive
Order 11246)
1. The Bidder’s attention is called to the “Equal Opportunity Clause” and the “Standard Federal
Equal Employment Opportunity Construction Contract Specifications” set forth herein.
2. The goals and timetables for minority and female participation, expressed in percentage terms
for the Contractor’s aggregate workforce in each trade on all construction work in the
covered area are as follows:
Goals and Timetable for Minority Utilization
Timetable - Until Further Notice
Economic
Area
Standard Metropolitan
Statistical Area (SMSA)
Counties
Involved
Goal
157
(Denver)
2080 Denver-Boulder Adams, Arapahoe, Boulder, Denver,
Douglas, Gilpin, Jefferson...................
13.8%
2670 Fort Collins Larimer................................................ 6.9%
3060 Greeley Weld.................................................... 13.1%
Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit
Carson, Logan, Morgan, Park, Phillips,
Sedgwick, Summit, Washington &
Yuma............................
12.8%
158
(Colo. Spgs. -
Pueblo)
1720 Colorado Springs El Paso, Teller..................................... 10.9%
6560 Pueblo Pueblo................................................. 27.5%
Non SMSA Counties Alamosa, Baca, Bent, Chaffee, Conejos,
Costilla, Crowley, Custer, Fremont,
Huerfano, Kiowa, Lake,
Las Animas, Lincoln, Mineral, Otero,
Prowers, Rio Grande, Saguache........
19.0%
159
(Grand Junction)
Non SMSA Archuleta, Delta, Dolores, Eagle, Garfield,
Gunnison, Hinsdale,
La Plata, Mesa, Moffat, Montezuma,
Montrose, Ouray, Pitkin, Rio Blanco,
Routt, San Juan, San Miguel
10.2%
156 (Cheyenne -
Casper WY)
Non SMSA Jackson County, Colorado.................. 7.5%
GOALS AND TIMETABLES FOR FEMALE UTILIZATION
Until Further Notice......................................................................................................................6.9% -- Statewide
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
These goals are applicable to all the Contractor’s construction work (whether or not it is Federal or federally
assisted) performed in the covered area. If the Contractor performs construction work in a geographical
area located outside of the covered area, it shall apply the goals established for such geographical area
where the work is actually performed. With regard to this second area, the Contractor also is subject to the
goals for both its federally involved and non-federally involved construction.
The Contractor’s compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be
based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required
by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the
geographical area where the contract resulting form this solicitation is to be performed. The hours of
minority and female employment and training must be substantially uniform throughout the length of the
contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and
women evenly on each of its projects. The transfer of minority or female employees or trainees from
Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor’s goals
shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4.
Compliance with the goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Director of the Office of Federal Contract
Compliance Programs within 10 working days of award of any construction subcontract in excess of
$10,000 at any tier for construction work under the contract resulting from this solicitation. The
notification shall list the name, address and telephone number of the subcontractor; employer
identification number; estimated dollar amount of the subcontract; estimated starting and completion
dates of the subcontract; and the geographical area in which the contract is to be performed.
4. As used in this specification, and in the contract resulting from this solicitation, the “covered area” is
the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is
in two or more counties covered by differing percentage goals, the highest percentage will govern.
B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT
SPECIFICATIONS
Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order
11246)
1. As used in these Specifications:
a. “Covered area” means the geographical area described in the solicitation from which this contract
resulted;
b. “Director” means Director, Office of Federal Contract Compliance Programs, United States
Department of Labor, or any person to whom the Director delegates authority;
c. “Employer identification number” means the Federal Social Security number used on the
Employer’s Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d. “Minority” includes;
(i) Black (all persons having origins in any of the Black African racial groups not of Hispanic
origin);
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
(ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other
Spanish Culture or origin, regardless of race);
(iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far
East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
(iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples
of North America and maintaining identifiable tribal affiliations through membership and
participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving
any construction trade, it shall physically include in each subcontract in excess of $10,000 the
provisions of these specifications and the Notice which contains the applicable goals for minority and
female participation and which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S.
Department of Labor in the covered area either individually or through an association, its affirmative
action obligations on all work in the Plan area (including goals and timetables) shall be in
accordance with that Plan for those trades which have unions participating in the Plan. Contractors
must be able to demonstrate their participation in and compliance with the provisions of any such
Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually
required to comply with its obligations under the EEO clause, and to make a good faith effort to
achieve each goal under the Plan in each trade in which it has employees. The overall good faith
performance by other Contractors or Subcontractor toward a goal in an approved Plan does not
excuse any covered Contractor’s or Subcontractor’s failure to take good faith efforts to achieve the
Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a
through p of these specifications. The goals set forth in the solicitation from which this contract
resulted are expressed as percentages of the total hours of employment and training of minority and
female utilization the Contractor should reasonably be able to achieve in each construction trade in
which it has employees in the covered area. Covered Construction contractors performing
construction work in geographical areas where they do not have a Federal or federally assisted
construction contract shall apply the minority and female goals established for the geographical area
where the work is being performed. Goals are published periodically in the Federal Register in
notice form, and such notices may be obtained from any office of Federal Contract Compliance
Programs Office or from Federal procurement contracting officers. The Contractor is expected to
make substantially uniform progress in meeting its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the
Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse
the Contractor’s obligations under these specifications, Executive Order 11246, or the regulations
promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the
goals, such apprentices and trainees must be employed by the Contractor during the training period,
and the Contractor must have made a commitment to employ the apprentices and trainees at the
completion of their training, subject to the availability of employment opportunities. Trainees must
be trained pursuant to training programs approved by the U.S. Department of Labor.
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The
evaluation of the Contractor’s compliance with these specifications shall be based upon its effort to
achieve maximum results from its actions. The Contractor shall document these efforts fully, and
shall implement affirmative action steps at least as extensive as the following;
a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all
sites, and in all facilities at which the Contractor’s employees are assigned to work. The
Contractor, where possible, will assign two or more women to each construction project. The
Contractor shall specifically ensure that all foremen, superintendents, and other on-site
supervisory personnel are aware of and carry out the Contractor’s obligation to maintain such a
working environment, with specific attention to minority or female individuals working at such
sites or in such facilities.
b. Establish and maintain a current list of minority and female recruitment sources, provide written
notification to minority and female recruitment sources and to community organizations when the
Contractor or its union have employment opportunities available, and maintain a record of the
organization’s responses.
c. Maintain a current file of the names, addresses and telephone numbers of each minority and female
off-the-street applicant and minority or female referral from a union, a recruitment source of
community organization and of what action was taken with respect to each individual. If such
individual was sent to the union hiring hall for referral and was not referred back to the
Contractor by the union or, if referred, not employed by the Contractor, this shall be documented
in the file with the reason therefor, along with whatever additional actions the Contractor may
have taken.
d. Provide immediate written notification to the Director when the union with which the Contractor has a
collective bargaining agreement has not referred to the Contractor a minority person or woman
sent by the Contractor, or when he Contractor has other information that the union referral
process has impeded the Contractor’s efforts to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in training programs for the area which
expressly include minorities and women, including upgrading programs and apprenticeship and
trainee programs relevant to the Contractor’s employment needs, especially those programs
funded or approved by the Department of Labor. The Contractor shall provide notice of these
programs to the sources compiled under 7b above.
f. Disseminate the Contractor’s EEO policy by providing notice of the policy to unions and training
programs and requesting their cooperation in assisting the Contractor in meeting its EEO
obligations; by including it in any policy manual and collective bargaining agreement; by
publicizing it in the company newspaper, annual report, etc., by specific review of the policy with
all management personnel and with all minority and female employees at least once a year, and
by posting the Contractor’s EEO policy on bulletin boards accessible to all employees at each
location where construction work is performed.
g. Review, at least annually, the Contractor’s EEO policy and affirmative action obligations under these
specifications with all employees having any responsibility for hiring, assignment, layoff,
termination or other employment decisions including specific review of these items with onsite
supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
construction work at any job site. A written record shall be made and maintained identifying the
time and place of these meetings, persons attending, subject matter discussed, and disposition
of the subject matter.
h. Disseminate the Contractor’s EEO policy externally by including it in any advertising in the news
media, specifically including minority and female news media, and providing written notification
to and discussing the Contractors and Subcontractors with whom the Contractor does or
anticipates doing business.
i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations,
to schools with minority and female students and to minority and female recruitment and training
organizations serving the Contractor’s recruitment area and employment needs. Not later than
one month prior to the date for the acceptance of applications for apprenticeship or other training
by any recruitment source, the Contractor shall send written notification to organizations such as
the above, describing the openings, screening procedures, and tests to be used in the selection
process.
j. Encourage present minority and female employees to recruit other minority persons and women
and, where reasonable, provide after school, summer and vacation employment to minority and
female youth both on the site and in other areas of a Contractor’s workforce.
k. Validate all tests and other selection requirements where there is an obligation to do so under 41
CFR Part 60-3.
l. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel
for promotional opportunities and encourage these employees to seek or to prepare for, through
appropriate training, etc. such opportunities.
m. Ensure that seniority practices, job classifications, work assignments and other personnel practices,
do not have a discriminatory effect by continually monitoring all personnel and employment
related activities to ensure that the EEO policy and the Contractor’s obligations under these
specifications are being carried out.
n. Ensure that all facilities and Contractor’s activities are nonsegregated except that separate or single-
user toilet and necessary changing facilities shall be provided to assure privacy between the
sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from minority and
female construction contractors and suppliers, including circulation of solicitations to minority and
female contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisor’s adherence to and performance under the
Contractor’s EEO policies and affirmative action obligation.
8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more
of their affirmative action obligations (7a through p). The efforts of a contractor association, joint
contractor-union contractor-community, or other similar group of which the Contractor is a member
and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
these specifications provided that the Contractor actively participates in the group, makes every
effort to assure that the group has a positive impact on the employment of minorities and women in
the industry, ensures that the concrete benefits of the program are reflected in the Contractor’s
minority and female workforce participation, makes a good faith effort to meet its individual goal and
timetables, and can provide access to documentation which demonstrates the effectiveness of
actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor’s
and failure of such a group to fulfill an obligation shall not be a defense for the Contractor’s
noncompliance.
9. A single goal for minorities and a separate single goal for women have been established. The
Contractor, however, is required to provide equal employment opportunity and to take affirmative
action for all minority groups, both male and female, and all women, both minority and non-minority.
Consequently, the Contractor may be in violation of the Executive Order if a particular group is
employed in a substantially disparate manner (for example, even thought the Contractor has
achieved its goals for women generally, the Contractor may be in violation of the Executive Order if
a specific minority group of women is underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate
against any person because of race, color, religion, sex, or national origin.
11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government
contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of
the Equal Opportunity Clause, including suspension, termination and cancellation of existing
subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and
its implementing regulations, by the Office of Federal Contract Compliance Programs. Any
Contractor who fails to carry out such sanctions and penalties shall be in violation of these
specifications and Executive Order 11246, as amended.
13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative
action steps, at least as extensive as those standards prescribed in paragraph 7 of these
specifications, so as to achieve maximum results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the
implementing regulations, or these specifications, the Director shall proceed in accordance with 41
CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure
that the company EEO policy is being carried out, to submit reports relating to the provisions hereof
as may be required by the Government and to keep records. Records shall at least include for each
employee the name, address, telephone numbers, construction trade, union affiliation if any,
employee identification number when assigned, social security number, race, sex, status (e.g.,
mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per
week in the indicated trade, rate of pay, and locations at which the work was performed. Records
shall be maintained in an easily understandable and retrievable form, however, to the degree that
existing records satisfy this requirement, contractors shall not be required to maintain separate
records.
15. Nothing herein provided shall be construed as a limitation upon the application of other laws which
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
establish different standards of compliance or upon application of requirements for the hiring of local
or other area residents (e.g., those under the Public Works Employment Act of 1977 and the
Community Development Block Grant Program).
C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES.
1. General.
a. Equal employment opportunity requirements not to discriminate and to take affirmative action to
assure equal employment opportunity as required by Executive Order 11246 and Executive
Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as
appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title
23, U.S.C., as established by Section 22 of the Federal-Aid highway Act of 1968. The
requirements set forth in these Special Provisions shall constitute the specific affirmative action
requirements for project activities under this contract and supplement the equal employment
opportunity requirements set forth in the Required Contract provisions.
b. The Contractor will work with the State highway agencies and the Federal Government in carrying
out equal employment opportunity obligations and in their review of his/her activities under the
contract.
c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers,
of $10,000 or more, will comply with the following minimum specific requirement activities of
equal employment opportunity: (The equal employment opportunity requirements of Executive
Order 11246, as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal-Aid
Highway Program Manual, are applicable to material suppliers as well as contractors and
subcontractors.) The Contractor will include these requirements in every subcontract of $10,000
or more with such modification of language as is necessary to make them binding on the
subcontractor.
2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following
statement which is designed to further the provision of equal employment opportunity to all persons
without regard to their race, color, religion, sex, or national origin, and to promote the full realization
of equal employment opportunity through a positive continuing program;
It is the policy of this Company to assure that applicants are employed, and that employees are treated
during employment, without regard to their race, religion, sex, color, or national origin. Such action
shall include; employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship, preapprenticeship, and/or on-the-job training.
3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State
highway agency contracting officers and equal employment opportunity officer (herein after referred
to as the EEO Officer) who will have the responsibility for an must be capable of effectively
administering and promoting an active contractor program of equal employment opportunity and who
must be assigned adequate authority and responsibility to do so.
4. Dissemination of Policy.
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
a. All members of the Contractor’s staff who are authorized to hire, supervise, promote, and discharge
employees, or who recommend such action, or who are substantially involved in such action, will
be made fully cognizant of, and will implement, the Contractor’s equal employment opportunity
policy and contractual responsibilities to provide equal employment opportunity in each grade
and cllassification of employment. To ensure that the above agreement will be met, the following
actions will be taken as a minimum;
(1) Periodic meetings of supervisory and personnel office employees will be conducted before the
start of work and then not less often than once every six months, at which time the
Contractor’s equal employment opportunity policy and its implementation will be reviewed
and explained. The meetings will be conducted by the EEO Officer or other knowledgeable
company official.
(2) All new supervisory or personnel office employees will be given a thorough indoctrination by the
EEO Officer or other knowledgeable company official, covering all major aspects of the
Contractor’s equal employment opportunity obligations within thirty days following their
reporting for duty with the Contractor.
(3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO
Officer or appropriate company official in the Contractor’s procedures for locating and hiring
minority group employees.
b. In order to make the Contractor’s equal employment opportunity policy known to all employees,
prospective employees and potential sources of employees, i.e., schools, employment agencies,
labor unions (where appropriate), college placement officers, etc., the Contractor will take the
following actions:
(1) Notices and posters setting forth the Contractor’s equal employment opportunity policy will
be placed in areas readily accessible to employees, applicants for employment and
potential employees.
.
(2) The Contractor’s equal employment opportunity policy and the procedures to implement such
policy will be brought to the attention of employees by means of meetings, employee
handbooks, or other appropriate means.
5. Recruitment.
a. When advertising for employees, the Contractor will include in all advertisements for employees
the notation; “An Equal Opportunity Employer.” All such advertisements will be published in
newspapers or other publications having a large circulation among minority groups in the
area from which the project work force would normally be derived.
b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and
direct recruitment through public and private employee referral sources likely to yield
qualified minority group applicants, including, but not limited to, State employment agencies,
schools, colleges and minority group organizations. To meet this requirement, the
Contractor will, through his EEO Officer, identify sources of potential minority group
employees, and establish with such identified sources procedures whereby minority group
applicants may be referred to the Contractor for employment consideration.
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall
referrals, he is expected to observe the provisions of that agreement to the extent that the
system permits the Contractor’s compliance with equal employment opportunity contract
provisions. (The U.S. Department of Labor has held that where implementation of such
agreements have the effect of discriminating against minorities or women, or obligates the
Contractor to do the same, such implementation violates Executive Order 11246, as
amended.)
c. The Contractor will encourage his present employees to refer minority group applicants for
employment by posting appropriate notices or bulletins in areas accessible to all such
employees. In addition, information and procedures with regard to referring minority group
applicants will be discussed with employees.
`6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and
administered, and personnel actions of every type, including hiring, upgrading, promotion,
transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion,
sex, or national origin. The following procedures shall be followed;
a. The Contractor will conduct periodic inspections of project sites to insure that working conditions
and employee facilities do not indicate discriminatory treatment of project site personnel.
b. The Contractor will periodically evaluate the spread of wages paid within each classification to
determine any evidence of discriminatory wage practices.
c. The Contractor will periodically review selected personnel actions in depth to determine whether
there is evidence of discrimination. Where evidence is found, the Contractor will promptly
take corrective action. If the review indicates that the discrimination may extend beyond the
actions reviewed, such corrective action shall include all affected persons.
d. The Contract will promptly investigate all complaints of alleged discrimination made to the
Contractor in connection with his obligations under this contract, will attempt to resolve such
complaints, and will take appropriate corrective action within a reasonable time. If the
investigation indicates that the discrimination may affect persons other than the complainant,
such corrective action shall include such other persons. Upon completion of each
investigation, the Contractor will inform every complainant of all of his avenues of appeal.
7. Training and Promotion.
a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and
women employees, and applicants for employment.
b. Consistent with the Contractor’s work force requirements and as permissible under Federal and
State regulations, the Contractor shall make full use of training programs, i.e.,
apprenticeship, and on-the-job training programs for the geographical area of contract
performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall
be in their first year of apprenticeship or training.
c. The Contractor will advise employees and applicants for employment of available training
programs and entrance requirements for each.
February 3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
d. The Contractor will periodically review the training and promotion potential of minority group and women
employees and will encourage eligible employees to apply for such training and promotion.
8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the
Contractor will use his/her best efforts to obtain the cooperation of such unions to increase
opportunities for minority groups and women with the unions, and to effect referrals by such
unions of minority and female employees. Actions by the Contractor either directly or thorough a
contractor’s association acting as agent will include the procedures set forth below:
a. The Contractor will use best efforts to develop, in cooperation with the unions, joint training
programs aimed toward qualifying more minority group members and women for
membership in the unions and increasing the skills of minority group employees and women
so that they may qualify for higher paying employment.
b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into
each union agreement to the end that such union will be contractually bound to refer
applicants without regard to their race, color, religion, sex, or national origin.
c. The Contractor is to obtain information as to the referral practices and policies of the labor union
except that to the extent such information is within the exclusive possession of the labor
union and such labor union refuses to furnish such information to the Contractor, the
Contractor shall so certify to the State highway department and shall set forth what efforts
have been made to obtain such information.
d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and
women referrals within he time limit set forth in the collective bargaining agreement, the
Contractor will, through independent recruitment efforts, fill the employment vacancies without
regard to race, color, religion , sex or national origin; making full efforts to obtain qualified and/or
qualifiable minority group persons and women. (The U.S. Department of Labor has held that it
shall be no excuse that the union with which the Contractor has a collective bargaining
agreement providing for exclusive referral failed to refer minority employees.) In the event the
union referral practice prevents the Contractor from meeting the obligations pursuant to
Executive Order 11246, as amended, and these special provisions, such Contractor shall
immediately notify the State highway agency.
9. Subcontracting.
a. The Contractor will use his best efforts to solicit bids from and to utilize minority group
subcontractors or subcontractors with meaningful minority group and female representation
among their employees. Contractors shall obtain lists of minority-owned construction firms from
State highway agency personnel.
b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal
employment opportunity obligations.
10. Records and Reports.
a. The Contractor will keep such records as are necessary to determine compliance with the February
3, 2011
AFFIRMATIVE ACTION REQUIREMENTS
EQUAL EMPLOYMENT OPPORTUNITY
Contractor’s equal employment opportunity obligations. The records kept by the Contractor will
be designed to indicate:
(1) The number of minority and nonminority group members and women employed in each work
classification on the project.
(2) The Progress and efforts being made in cooperation with unions to increase employment
opportunities for minorities and women (applicable only to contractors who rely in whole or in
part on unions as a source of their work force).
(3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading
minority and female employees, and
(4) The progress and efforts being made in securing the services of minority group subcontractors or
subcontractors with meaningful minority and female representation among their employees.
b. All such records must be retained for a period of three years following completion of the contract
work and shall be available at reasonable times and places for inspection by authorized
representatives of the State highway agency and the Federal Highway Administration.
c. The Contractors will submit an annual report to the State highway agency each July for the duration
of the project, indicating the number of minority, women, and non-minority group employees
currently engaged in each work classification required by the contract work. This information is
to be reported on Form PR 1391.
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
1. Overview
The Disadvantaged Business Enterprise (DBE) Program is a federally-mandated program that seeks to
ensure non-discrimination in the award of U.S. Department of Transportation (DOT)-assisted contracts and
to create a level playing field on which DBEs can compete fairly for DOT-assisted contracts. To such end,
CDOT sets a contract goal for DBE participation for each DOT-assisted Contract.
In order to be awarded the Contract, the bidder shall show that it has committed to DBE participation
sufficient to meet the goal or has otherwise made good faith efforts to do so. CDOT will amend the goal
prior to award if the lowest apparent bidder demonstrates that good faith efforts were made but sufficient
commitments to meet the goal could not be obtained.
CDOT will monitor the progress of the Contractor throughout the project to ensure that the Contractor’s DBE
commitments are being fulfilled. Modifications to the commitments must be approved by CDOT. CDOT
may withhold payment or seek other contractual remedies if the Contractor is not complying with the
requirements of this special provision. Upon completion of the Contract, CDOT may reduce the final
payment to the Contractor if the Contractor has failed to fulfill the commitments or made good faith efforts to
meet the contract goal.
For general assistance regarding the DBE program and compliance, contact CDOT’s Civil Rights and
Business Resource Center (CRBRC) at (303)757-9234. For project specific issues, contact the Engineer.
All forms referenced herein can be found on the CDOT website in the forms library:
http://www.coloradodot.info/library/forms/cdot-forms-by-number
2. Contract Assurance
By submitting a proposal for this Contract, the bidder agrees to the following assurance and shall include it
verbatim in all (including non-DBE) subcontracts:
The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national
origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of
49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to
carry out these requirements is a material breach of this contract, which may result in the termination of this
contract or such other remedy as CDOT deems appropriate.
3. Definitions
Terms not defined herein shall have the meaning provided in the CDOT Standard Specifications for Road
and Bridge Construction.
A. Commitment. A commitment is a portion of the Contract, identified by dollar amount and work area,
designated by the bidder or Contractor for participation by a particular DBE. Commitments are
submitted to CDOT via Form 1414, Anticipated DBE Participation Plan, or via Form 1420, DBE Plan
Modification Request. Once approved, commitments are obligations of the Contract that are
enforceable by CDOT.
B. Commercially Useful Function (CUF). Responsibility for the execution of the work and carrying out
such responsibilities by actually performing, managing and supervising the work as further described
in Section 8 below.
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DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
C. Contract Goal. The percentage of the contract designated by CDOT for DBE participation. The
contract goal for this contract is provided in the Project Special Provision Disadvantaged Business
Enterprise Contract Goal.
(1) The bidder/Contractor shall make good faith efforts to fulfill the contract goal with eligible
DBE participation. For determining whether the contract goal was met prior to award, the
contract goal shall be based upon the proposal amount excluding force account items.
For determining whether the contract goal was met during and upon completion of the
project, the contract goal shall be based upon the total earnings amount.
(2) If the lowest apparent bidder demonstrates that it was unable to meet the contract goal
but made good faith efforts to do so, the contract goal will be amended and the revised
contract goal will be provided on Form 1417, Approved DBE Participation Plan.
D. Disadvantaged Business Enterprise (DBE). A Colorado-certified Disadvantaged Business
Enterprise listed on the Colorado Unified Certification Program (UCP) DBE Directory at
www.coloradodbe.org.
E. DBE Program Manual. The manual maintained by the CRBRC which details CDOT’s policies and
procedures for administering the DBE program. A copy of the DBE Program Manual is available on
the CRBRC webpage.
F. Eligible Participation. Work by a DBE that counts toward fulfillment of the contract goal as described
in Section 4 below.
G. Good Faith Efforts. All necessary and reasonable steps to achieve the contract goal which, by their
scope, intensity, and appropriateness to the objective, could reasonably be expected to obtain
sufficient DBE participation, even if not fully successful. Good faith efforts are evaluated prior to
award and throughout performance of the Contract. For guidance on good faith efforts, see 49 CFR
Part 26, Appendix A.
H. Joint Check. A check issued by the Contractor or one of its subcontractors to a DBE firm and a
material supplier or other third party for materials or services to be incorporated into the work.
I. Reduction. A reduction occurs when the Contractor reduces a commitment to a DBE. A reduction
constitutes a partial termination.
J. Subcontractor. An individual, firm, corporation or other legal entity to whom the Contractor sublets
part of the Contract. For purposes of this special provision, the term subcontractor includes
suppliers.
K. Substitution. Substitution occurs when a Contractor seeks to find another DBE to perform work on
the contract as a result of a reduction or termination.
L. Termination. A termination occurs when a Contractor no longer intends to use a DBE for fulfillment
of a commitment.
M. Total Earnings Amount: Amount of the Contract earned by the Contractor, including approved changes
and approved force account work performed, but not including any deductions for liquidated damages,
price reduced material, work time violations, overweight loads or liens. The amount of the Contract
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
earned does not include plan force account items (i.e. OJT, pavement incentives, etc).
N. Work Code. A code to identify the work that a DBE is certified to perform. A work code includes a
six digit North American Industry Classifications System code plus a descriptor. Work codes are
listed on a firm’s profile on the UCP DBE Directory. The Contractor may contact the CRBRC to
receive guidance on whether a work code covers the work to be performed.
4. Eligible Participation
The following rules will be used to determine whether work performed by a DBE qualifies as eligible
participation on the Contract:
A. Work Must be Identified in Commitment. The work performed by the DBE must be reasonably
construed to be included in the work area and work code identified by the Contractor in the approved
commitment.
(1) If the Contractor intends to use a DBE for work that was not listed in the commitment, the
Contractor shall submit Form 1420, DBE Participation Plan Modification for approval of
the modification. Unapproved work will not count toward the contract goal.
(2) A DBE commitment cannot be modified to include work for which the DBE was not
certified at the time of the approval of the original commitment.
B. DBE Must be Certified to Perform the Work. The DBE must be certified to perform the work upon
submission of the commitment and upon execution of the DBE’s subcontract.
(1) When a commitment has been made, but upon review of Form 205 or 205B, Sublet
Permit, CDOT determines that the DBE is no longer certified in the work code which
covers the work to be performed, the Contractor may not use the DBE’s participation
toward the contract goal. The Contractor shall terminate the DBE commitment and seek
substitute DBE participation in accordance with Section 9 below.
(2) A DBE’s work will continue to count as eligible participation if the DBE was certified upon
approval of Form 205 or 205B, Sublet Permit and the certification status changes during
the performance of the work.
(3) Suppliers must be certified upon execution of the purchase order.
C. DBE Performs the Work. Eligible participation will only include work actually performed by the DBE
with its own forces.
(1) Work performed by the DBE includes the cost of supplies and materials obtained by the
DBE for its work on the Contract, including any equipment leased by the DBE, provided
that such supplies or equipment are not purchased or leased from the Contractor or a
subcontractor that is subletting to the DBE.
(2) If CDOT determines that a DBE has not performed a CUF on the project, no participation
by such DBE shall count toward the contract goal.
D. DBE Subcontracts to Another Firm. When a DBE subcontracts part of the work, the value of the
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
subcontracted work may only be counted toward the goal if the subcontractor is a DBE. Performance by
non-DBE subcontractors, including non-DBE trucking firms and owner-operators, shall be deducted from
the DBE’s participation.
E. DBE Received Payment for the Work. Eligible participation only includes work for which the DBE
has received payment, including the release of its retainage.
F. Special Calculations for Suppliers. When a DBE supplies goods on a project, the DBE may be
classified as a manufacturer, dealer or broker. The DBE’s status as a manufacturer, dealer or
broker is determined on a contract-by-contract basis and is based upon the actual work performed.
(1) When a DBE is deemed to be acting as a manufacturer, one hundred percent of the
commitment will count as eligible participation.
(2) When a DBE is deemed to be acting as a regular dealer (i.e. non-manufacturer supplier),
only sixty percent of the commitment will count as eligible participation.
(3) When a DBE is deemed to be acting as a broker, only the reasonable brokerage fee will
count as eligible participation.
G. Reasonable Fee for Contract-Specific Services. Services shall count toward the contract goal only if
they are specifically required for the performance of the Contract. Non-contract specific expenses
may not be counted toward the contract goal. Fees for services must be reasonable. Services
include but are not limited to professional services, public involvement, etc. In the case of temporary
employment placement agencies, only the placement fee for an individual to be specifically and
exclusively used for work on the contract shall count as eligible participation.
H. Pre-Approval for Joint Venture Participation. When a DBE is a participant in a joint venture, the DBE
must apply to CDOT to determine how much of the work performed by the joint venture will count
toward the contract goal. The DBE shall complete Form 893, Information for Determining DBE
Participation when a Joint Venture Includes a DBE. Form 893 shall be submitted to CDOT no less
than ten days before the submission of the Proposal to ensure sufficient time for review.
5. Proposal Requirements
In order to be eligible for award, the following shall be submitted with the proposal, or, for electronic bidders,
via email to cdot_hq_dbeforms@state.co.us by the proposal submission deadline. In order to avoid an error
within the electronic bidding system, electronic bidders shall also enter the total percentage of anticipated
eligible DBE participation into the Form 714 and electronically sign the form.
A. Form 1413, Bidders List. The bidder shall list each subcontractor (including both DBE and non-DBE
subcontractors) that submitted a quote for participation on the project. Failure to submit a signed
Form 1413 will result in rejection of the proposal.
B. Form 1414, Anticipated DBE Participation Plan. If the Contract Goal is greater than zero, the bidder
shall submit Form 1414 to document anticipated DBE participation.
(1) If the Bidder has not obtained any DBE commitments, it shall still submit Form 1414
documenting zero anticipated participation. If the Contract Goal is greater than zero, failure
to submit a signed Form 1414 shall result in rejection of the proposal.
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
(2) The bidder shall list the DBE, work area(s), commitment amount and estimated eligible
participation for each commitment. Once Form 1414 is submitted, a commitment may only
be terminated or reduced in accordance with Section 9 below. The bidder is responsible for
ensuring that commitments, and the estimated eligible participation resulting therefrom, have
been properly calculated prior to submitting its proposal.
(3) If the bidder is a DBE, the bidder must include itself in Form 1414 and list the work area(s)
and amount that it intends to self-perform and count as eligible participation on the contract.
(4) Commitments may be made to second tier or lower DBE subcontractors; however, the
Contractor is ultimately responsible for the fulfillment of the commitment and shall sign the
Form 1415, Commitment Confirmation.
6. Additional Forms Due Prior to Award.
If the contract goal is greater than zero, or if the bidder has voluntarily made commitments, the Bidder shall
submit the following forms within five calendar days of selection as the lowest apparent bidder:
A. Form 1415, Commitment Confirmation. A Form 1415, Commitment Confirmation shall be obtained
from each DBE listed on Form 1414. The bidder shall complete Section 1 and the DBE shall
complete Section 2 of Form 1415. Form 1415s shall be consistent with the commitments listed on
Form 1414. The bidder shall not modify commitments listed on Form 1414 without good cause and
approval from CDOT. The bidder shall contact CDOT if any issues arise which may require the
bidder to alter or terminate a commitment.
B. Form 1416, Good Faith Effort Report. If the total eligible participation listed on Form 1414 does not
meet the contract goal, the lowest apparent bidder shall also submit Form 1416, Good Faith Effort
Report and any supporting documentation that the bidder would like considered by CDOT as
evidence of good faith efforts.
7. Commitment and Good Faith Effort Review
A. Commitment Review. CDOT will evaluate the Form 1414 and each Form 1415 to ensure that it the
commitment is valid and has been properly calculated. CDOT may investigate or request additional
information in order to confirm the accuracy of a commitment. If CDOT determines that the total
estimated eligible participation of the commitments does not meet the contract goal, within two
business days of notice from CDOT or within the original five calendar day deadline, whichever is
later, the bidder shall submit Form 1416 to CDOT.
B. Good Faith Effort Review. If the total eligible participation of Form 1414 and all supporting Form
1415s does not meet the contract goal, CDOT will review Form 1416 and all supporting
documentation submitted by the bidder in order to determine whether the bidder has demonstrated
good faith efforts to obtain DBE participation. CDOT will use 49 CFR Part 26, Appendix A as a
guide for determining whether the bidder made good faith efforts to meet the contract goal. A bidder
will be deemed to not have made good faith efforts if the bidder lists a DBE for a work area for which
the DBE is not certified and the bidder cannot establish a reasonable basis for its determination.
CDOT may consider and approve commitments made after submission of the bid if the Bidder
demonstrates that (1) good faith efforts were made prior to submission of the bid and (2) there is a
reasonable justification for not obtaining the commitments prior to submission of the bid.
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
C. Administrative Reconsideration. If CDOT determines that the bidder did not demonstrate good faith
efforts to meet the contract goal, it will provide the bidder with written notice of its determination and
an opportunity to appeal. The process for reconsideration is set forth in the Good Faith Effort Appeal
Process, which is an Appendix I to the DBE Program Manual. A copy of the Good Faith Effort
Appeal Process will be included in the written notice from CDOT.
D. Form 1417, Approved DBE Participation Plan. If CDOT determines that the bidder has met the
contract goal
or made good faith efforts to do so, CDOT will issue Form 1417, Approved DBE Participation Plan,
documenting the approved commitments. If CDOT determines that the bidder did not meet the
contract goal but made good faith efforts to do so, via the Form 1417 CDOT will amend the contract
goal in accordance with the commitments that were obtained and attach an explanation of its
determination.
8. Ongoing Oversight of DBE Participation
A. Consistency Review. CDOT will review Form 205 or 205B, Sublet Permit Application to determine
whether the work being sublet is consistent with the DBE commitments. CDOT may withhold
approval of the sublet or stop performance of the work if the Contractor has reduced, terminated, or
otherwise modified the type or amount of work to be performed by a DBE without seeking prior
approval.
B. Form 1419, DBE Participation Report. The Contractor shall submit Form 1419, DBE Participation
Report to the Engineer on a quarterly basis (January 15, April 15, July 15, and October 15) and
upon completion of the Contract. CDOT may withhold progress payments if the quarterly Form 1419
is not received on time. CDOT will not provide final payment on the Contract in accordance with
subsection 109.09 of CDOT’s Standard Specifications for Road and Bridge Construction until the
final Form 1419 has been reviewed and approved.
C. Joint Checks. All joint checks must be approved by CDOT before they are used in payment to a
DBE. Joint checks used in payments to DBEs will be monitored closely to ensure (1) the DBE is
performing a CUF and (2) the joint checks are not being used in a discriminatory manner. The
Contractor shall request approval for the use of a joint check in a written letter signed by the DBE
and the Contractor, stating the reason for the joint checks and the approximate number of checks
that will be needed.
D. Commercially Useful Function. CDOT will monitor performance during the Contract to ensure each
DBE is performing a CUF. If CDOT determines that a DBE is not performing a CUF, no work
performed by such DBE shall count as eligible participation. The DBE, Contractor, and any other
involved third parties may also be subject to additional enforcement actions.
(1) When determining whether a DBE is performing a CUF, CDOT will consider the amount of
work subcontracted, industry practices, the amount the firm is to be paid compared to the work
performed and eligible participation claimed, and any other relevant factors.
(2) With respect to material and supplies used on the Contract, in order to perform a CUF the DBE
must be responsible for negotiating price, determining quality and quantity, ordering the
material, installing the material, if applicable, and paying for the material itself.
(3) With respect to trucking, in order to perform a CUF, the DBE trucking firm must own and
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
operate at least one fully licensed, insured and operational truck used on the Contract.
Additionally, the DBE trucking firm must be responsible for the management and supervision of
the entire trucking operation for which it is responsible on the Contract.
(4) A DBE does not perform a CUF when its role is limited to that of an extra participant in a
transaction, contract or project through which funds are passed in order to obtain the
appearance of DBE participation. CDOT will evaluate similar transactions involving non-DBEs
in order to determine whether a DBE is an extra participant.
(5) If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of
its contract with its own work force, or the DBE subcontracts a greater portion of the work than
would be expected on the basis of normal industry practice for the type of work involved,
CDOT will presume that the DBE is not performing a CUF. The DBE may present evidence to
rebut this presumption.
(6) If the Contractor disagrees with CDOT’s determination regarding CUF, in accordance with 49
CFR 26.55 the Contractor may seek review of the determination by the applicable USDOT
operating administration, however, CUF determination is not subject to administrative appeal.
9. DBE Participation Plan Modifications
A. Form 1420, DBE Participation Plan Modification Request. During the performance of the Contract,
the Contractor shall use Form 1420, DBE Participation Plan Modification Request to communicate
all requests for termination, reduction, substitution, and waivers to CDOT. One Form 1420 may
include multiple requests and must be submitted at the time of the occurrence or, if that is not
possible, within a reasonable time of the occurrence requiring termination, reduction, substitution or
waiver.
B. Commitment Terminations and Reductions. No commitment shall be terminated or reduced without
CDOT’s approval. Terminations and reductions include, but are not limited to, instances in which a
Contractor seeks to perform work originally designated for a DBE subcontractor with its own forces,
those of an affiliate, a non-DBE firm or with another DBE firm. In order to receive approval, the
Contractor shall:
(1) Have good cause for termination or reduction. Good cause may include:
(i) the DBE fails or refuses to execute a written contract;
(ii) the DBE fails or refuses to perform the work of its subcontract consistent with normal
industry standards, provided that such failure is not the result of bad faith or
discriminatory actions of the Contractor or one of its subcontractors;
(iii) the DBE fails to meet reasonable, nondiscriminatory bond requirements;
(iv) the DBE becomes bankrupt, insolvent, or exhibits credit unworthiness;
(v) the DBE is ineligible to work because of suspension or debarment proceedings or other
state law;
(vi) the DBE is not a responsible contractor;
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
(vii) the DBE voluntarily withdraws from the project and provides written notice to CDOT,
(viii) the DBE is ineligible to receive DBE credit for the work required;
(ix) the DBE owner dies or becomes disabled and is unable to complete the work;
(x) the DBE ceases business operations or otherwise dissolves;
(xi) or other documented good cause that compels termination. Good cause does not exist if
the Contractor seeks to terminate a DBE it relied upon to obtain the contract so that the
Contractor can self-perform the work for which the DBE was engaged or so that the
Contractor can substitute another DBE or non-DBE contractor after contract award.
(2) Provide the DBE notice of the Contractor’s intent to terminate or reduce the commitment and
the reason for such termination or reduction, with a copy to CDOT;
(3) In the notice of intent, provide the DBE at least five calendar days to respond to the notice
and inform CDOT and the Contractor of the reasons, if any, why it objects to the proposed
termination or reduction and any reasons that it shall not be approved. The Contractor is not
required to provide the five calendar days written notice in cases where the DBE in question
has provided written notice that it is withdrawing from the subcontract or purchase order.
The notice period may be reduced by CDOT if required by public necessity.
(4) Following the notice period, if the Contractor decides to proceed, submit Form 1420
requesting approval of the termination or reduction.
(5) When a commitment is terminated or reduced (including when a DBE withdraws), make good
faith efforts to find another DBE to substitute. These good faith efforts shall be directed at
finding another DBE to perform at least the same amount of work under the contract as the
participation that was terminated or reduced up to the contract goal.
C. Contract Changes. In the event of a contract change:
(1) If CDOT eliminates or reduces work committed to a DBE, such change shall be considered
good cause for termination or reduction in accordance with Section 9.B above. The
Contractor shall follow the processes outlined in Section 9.B but is not required to substitute.
If the change reduces the Contractor’s DBE participation to below the contract goal, the
Contractor shall indicate so on a Form 1420 and request a waiver of the unmet participation.
(2) If CDOT issues a change which increases or adds new work items, the Contractor shall
ensure that it has obtained sufficient DBE participation to meet the Contract Goal, or has
made good faith efforts to do so.
D. Process for Substitution or Increase in Participation to Meet the Contract Goal. When the Contractor
must obtain additional DBE participation to meet the Contract Goal, whether resulting from an
approved termination or reduction or a change to the Contract, the Contractor shall:
(1) Increase the participation of a DBE for any work items previously identified in an approved
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
commitment without seeking CDOT approval; provided, however, that at its discretion, CDOT
may request a Form 1420 documenting such additional participation; or
(2) If the Contractor needs to add new work to a commitment or obtain additional participation
from a DBE that is not already participating on the contract pursuant to an approved
commitment, submit a Form 1420 and Form 1415 requesting approval of the additional
participation; or
(3) If the Contractor determines that additional DBE participation cannot be obtained, submit a
Form 1420 requesting waiver of the participation. The Contractor shall include its justification
for not obtaining additional participation and, at its discretion, CDOT may require additional
information regarding the efforts of the Contractor.
10. Payment Reduction
The Contractor’s retainage will not be released until CDOT has determined whether the Contractor will be
subject to a payment reduction. Payment reductions will be calculated as follows:
A. Failure to Fulfill Commitments. If the Contractor terminated or reduced a commitment, the
Contractor will be subject to a payment reduction for any termination or reduction which was not
approved via a Form 1420.
B. Failure to Meet Contract Goal. If the Contractor failed to meet the contract goal, the Contractor will
be subject to a payment reduction for the portion of the contract goal that was not met and was not
waived via an approved Form 1420.
C. Duplication. The contractor will not be subject to duplicate reduction for the same offense.
D. Adjustments. CDOT may adjust the payment reduction wherein the Contractor demonstrates that its
failure to obtain DBE participation was due to circumstances outside of its control.
11. Other Enforcement
A. Investigations. As it determines necessary, CDOT may conduct reviews or investigations of
participants. All participants, including, but not limited to, DBE firms and applicants for DBE
certification, complainants, and contractors using DBE firms to meet contract goals, are required to
cooperate fully and promptly with compliance reviews, certification reviews, investigations, and other
requests for information.
B. Intimidation and retaliation. Participants shall not intimidate, threaten, coerce, or discriminate against
any individual or firm for the purpose of interfering with any right or privilege secured by the DBE
program or because the individual or firm has made a complaint, testified, assisted, or participated in
any manner in an investigation, proceeding, or hearing under the DBE program.
C. Consequences of Non-Compliance. Failure to comply with subsections 11 A. or 11 B. shall be a
ground for appropriate action against the party involved (e.g., with respect to recipients, a finding of
noncompliance; with respect to DBE firms, denial of certification or removal of eligibility and/or
suspension and debarment; with respect to a complainant or appellant, dismissal of the complaint or
appeal; with respect to a contractor which uses DBE firms to meet goals, findings of non-
responsibility for future contracts and/or suspension and debarment).
December 26, 2013
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
DEFINITIONS AND REQUIREMENTS
D. Fraud and Misrepresentation. If CDOT determines that a Contractor or subcontractor was a
knowing and willing participant in any intended or actual subcontracting arrangement contrived to
artificially inflate DBE participation or any other business arrangement determined by CDOT to be
unallowable, or if the Contractor engages in repeated violations, falsification or misrepresentation,
CDOT may:
(1) refuse to count any fraudulent or misrepresented DBE participation;
(2) withhold progress payments to the Contractor commensurate with the violation;
(3) suspend or reduce the Contractor’s prequalification status;
(4) refer the matter to the Office of Inspector General of the US Department of Transportation for
investigation; or
(5) seek any other available contractual remedy.
January 9, 2015
U.S. DEPT. OF LABOR DAVIS BACON MINIMUM WAGES, COLORADO
HIGHWAY CONSTRUCTION, GENERAL DECISION NUMBER – CO150024
Decision Nos. CO150024 dated January 02, 2015
supersedes Decision Nos. CO140024 dated January
03, 2014.
Modifications ID
MOD
Number
Date
Page
Number(s)
When work within a project is located in two or more
counties and the minimum wages and fringe benefits are
different for one or more job classifications, the higher
minimum wages and fringe benefits shall apply
throughout the project.
General Decision No. CO150024 applies to the following counties: Larimer, Mesa, and Weld
counties.
General Decision No. CO150024
The wage and fringe benefits listed below reflect collectively bargained rates.
Cod
e Classification
Basic
Hourly Rate Fringe Benefits
Last
Mod
POWER EQUIPMENT OPERATOR:
Drill Rig Caisson
1714 Smaller than Watson 2500 and similar 24.73 9.15
1715 Watson 2500 similar or larger 25.04 9.15
Oiler
1716 Weld 24.88 9.15
The wage and fringe benefits listed below do not reflect collectively bargained rates.
CARPENTER:
1717 Excludes Form Work 20.72 5.34
Form Work Only
1718 Larimer, Mesa 18.79 3.67
1719 Weld 16.54 3.90
CEMENT MASON/CONCRETE FINISHER:
1720 Larimer 16.05 3.00
1721 Mesa 17.53 3.00
1722 Weld 17.48 3.00
ELECTRICIAN:
Excludes Traffic Signalization
1723 Weld 33.45 7.58
Traffic Signalization
1724 Weld 25.84 6.66
General Decision No. CO150024
The wage and fringe benefits listed below do not reflect collectively bargained rates.
Code Classification Basic
Hourly Rate Fringe Benefits
Last
Mod
FENCE ERECTOR:
1725 Weld 17.46 3.47
GUARDRAIL INSTALLER:
1726 Larimer, Weld 12.89 3.39
HIGHWAY/PARKING LOT STRIPING:
Painter
1727 Larimer 14.79 3.98
1728 Mesa 14.75 3.21
1729 Weld 14.66 3.21
IRONWORKER:
Reinforcing (Excludes Guardrail Installation)
1730 Larimer, Weld 16.69 5.45
Structural (Excludes Guardrail Installation)
1731 Larimer, Weld 18.22 6.01
LABORER:
Asphalt Raker
1732 Larimer 18.66 4.66
1733 Weld 16.72 4.25
1734 Asphalt Shoveler 21.21 4.25
1735 Asphalt Spreader 18.58 4.65
1736 Common or General 16.29 4.25
1737 Concrete Saw (Hand Held) 16.29 6.14
1738 Landscape and Irrigation 12.26 3.16
1739 Mason Tender - Cement/Concrete 16.29 4.25
Pipelayer
1740 Larimer 17.27 3.83
1741 Mesa, Weld 16.23 3.36
1742 Traffic Control (Flagger) 9.55 3.05
General Decision No. CO150024
The wage and fringe benefits listed below do not reflect collectively bargained rates.
Cod
e Classification
Basic
Hourly Rate Fringe Benefits
Last
Mod
LABORER (con’t):
Traffic Control (Sets Up/Moves Barrels, Cones,
Installs
signs, Arrow Boards and Place Stationary Flags),
(Excludes Flaggers)
1743 Larimer, Weld 12.43 3.22
1744 PAINTER (Spray Only) 16.99 2.87
POWER EQUIPMENT OPERATOR:
Asphalt Laydown
1745 Larimer 26.75 5.39
1746 Mesa, Weld 23.93 7.72
1747 Asphalt Paver 21.50 3.50
Asphalt Roller
1748 Larimer 23.57 3.50
1749 Mesa 24.25 3.50
1750 Weld 27.23 3.50
Asphalt Spreader
1751 Larimer 25.88 6.80
1752 Mesa, Weld 23.66 7.36
Backhoe/Trackhoe
1753 Larimer 21.46 4.85
1754 Mesa 19.81 6.34
1755 Weld 20.98 6.33
Bobcat/Skid Loader
1756 Larimer 17.13 4.46
1757 Mesa, Weld 15.37 4.28
1758 Boom 22.67 8.72
Broom/Sweeper
1759 Larimer 23.55 6.20
1760 Mesa 23.38 6.58
1761 Weld 23.23 6.89
General Decision No. CO150024
The wage and fringe benefits listed below do not reflect collectively bargained rates.
Cod
e Classification
Basic
Hourly Rate Fringe Benefits
Last
Mod
POWER EQUIPMENT OPERATOR (con’t):
Bulldozer
1762 Larimer, Weld 22.05 6.23
1763 Mesa 22.67 8.72
1764 Crane 26.75 6.16
Drill
1765 Larimer, Weld 31.39 0.00
1766 Mesa 35.06 0.00
1767 Forklift 15.91 4.68
Grader/Blade
1768 Larimer 24.82 5.75
1769 Mesa 23.42 9.22
1770 Weld 24.53 6.15
1771 Guardrail/Post Driver 16.07 4.41
1772 Loader (Front End)
1773 Larimer 20.45 3.50
1774 Mesa 22.44 9.22
1775 Weld 23.92 6.67
Mechanic
1776 Larimer 27.68 4.57
1777 Mesa 25.50 5.38
1778 Weld 24.67 5.68
Oiler
1779 Larimer 24.16 8.35
1780 Mesa 23.93 9.22
Roller/Compactor (Dirt and Grade Compaction)
1781 Larimer 23.67 8.22
1782 Mesa, Weld 21.33 6.99
General Decision No. CO150024
The wage and fringe benefits listed below do not reflect collectively bargained rates.
Cod
e Classification
Basic
Hourly Rate Fringe Benefits
Last
Mod
POWER EQUIPMENT OPERATOR (con’t.):
Rotomill
1783 Larimer 18.59 4.41
1784 Weld 16.22 4.41
Scraper
1785 Larimer 21.33 3.50
1786 Mesa 24.06 4.13
1787 Weld 30.14 1.40
Screed
1788 Larimer 27.20 5.52
1789 Mesa 27.24 5.04
1790 Weld 27.95 3.50
1791 Tractor 13.13 2.95
TRAFFIC SIGNALIZATION:
Groundsman
1792 Larimer 11.44 2.84
1793 Mesa 16.00 5.85
1794 Weld 16.93 3.58
TRUCK DRIVER:
Distributor
1795 Larimer 19.28 4.89
1796 Mesa 19.17 4.84
1797 Weld 20.61 5.27
Dump Truck
1798 Larimer 18.86 3.50
1799 Mesa 15.27 4.28
1800 Weld 15.27 5.27
General Decision No. CO150024
The wage and fringe benefits listed below do not reflect collectively bargained rates.
Cod
e Classification
Basic
Hourly Rate Fringe Benefits
Last
Mod
TRUCK DRIVER (con’t.):
Lowboy Truck
1801 Larimer 18.96 5.30
1802 Mesa, Weld 18.84 5.17
1803 Mechanic 26.48 3.50
Multi-Purpose Specialty & Hoisting Truck
1804 Larimer, Mesa 16.65 5.46
1805 Weld 16.87 5.56
1806 Pickup and Pilot Car 13.93 3.68
1807 Semi/Trailer Truck 18.39 4.13
1808 Truck Mounted Attenuator 12.43 3.22
Water Truck
1809 Larimer 19.14 4.99
1810 Mesa 15.96 5.27
1811 Weld 19.28 5.04
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
=================================================================================
Unlisted classifications needed for work not included within the scope of the classifications listed may be
added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)).
-----------------------------------------------------------------------------------------------------------------------------------------------
In the listing above, the "SU" designation means that rates listed under the identifier do not reflect
collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have
been determined to be prevailing.
-----------------------------------------------------------------------------------------------------------------------------------------------
January 9, 2015
U.S. DEPT. OF LABOR DAVIS BACON MINIMUM WAGES, COLORADO
HIGHWAY CONSTRUCTION, GENERAL DECISION NUMBER – CO150024
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the
Wage and Hour Regional Office for the area in which the survey was conducted because those Regional
Offices have responsibility for the Davis-Bacon survey program.
If the response from this initial contact is not satisfactory, then the process described in
2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be
with the Branch of
Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can
request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29
CFR Part 7).
Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any
information (wage payment data, project description, area practice material, etc.) that the requestor
considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the
Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION NO. CO150024
July 29, 2011
ON THE JOB TRAINING
This training special provision is an implementation of 23 U.S.C. 140 (a). The Contractor shall meet the
requirements of the FHWA 1273 for all apprentices and trainees.
As part of the Contractor's Equal Employment Opportunity Affirmative Action Program, training shall be
provided on projects as follows:
1. The Contractor shall provide on the job training aimed at developing full journey workers in the
skilled craft identified in the approved training plan. The Contractor shall provide at a minimum,
required training hours listed in the Project Special Provisions for each project.
2. The primary objective of this specification is to train and upgrade women and minority candidates to
full journey worker status. The Contractor shall make every reasonable effort to enroll and train
minority and women workers. This training commitment shall not be used to discriminate against
any applicant for training whether or not the applicant is a woman or minority.
3. The Contractor may employ temporary workers from CDOT supportive services providers to meet
OJT requirements. Information pertaining to supportive services providers may be obtained by
calling the CDOT OJT Coordinator at the number shown on the link
http://www.coloradodot.info/business/equal-opportunity/training.html
4. An employee shall not be employed or utilized as a trainee in a skilled craft in which the employee
has achieved journey status.
5. The minimum length and type of training for each skilled craft shall be as established in the training
program selected by the Contractor and approved by the Department and the Colorado Division of
the Federal Highway Administration (FHWA), or the U. S Department of Labor (DOL), Office of
Apprenticeship or recognized state apprenticeship agency. To obtain assistance or program
approval contact:
CDOT Center for Equal Opportunity
4201 East Arkansas Avenue
Denver, CO 80222
eo@dot.state.co.us
1-800-925-3427
6. The Contractor shall pay the training program wage rates and the correct fringe benefits to each
approved trainee employed on the project and enrolled in an approved program. The minimum
trainee wage shall be no less than the wage for the Guardrail Laborer classification as indicated in
the wage decision for the project.
7. The CDOT Regional Civil Rights Manager must approve all proposed apprentices and trainees for
the participation to be counted toward the project goal and reimbursement. Approval must occur
before training begins. Approval for the apprentice or trainee to begin work on a CDOT project will
be based on:
A. Evidence of the registration of the trainee or apprentice into the approved training program.
B. The completed Form 838 for each trainee or apprentice as submitted to the Engineer.
July 29, 2011
ON THE JOB TRAINING
8. Before training begins, the Contractor shall provide each trainee with a copy of the approved training
program, pay scale, pension and retirement benefits, health and disability benefits, promotional
opportunities, and company policies and complaint procedures.
9. Before training begins, the Contractor shall submit a copy of the approved training program and
CDOT Form 1337 to the Engineer. Progress payments may be withheld until this is submitted and
approved and may be withheld if the approved program is not followed.
10. On a monthly basis, the Contractor shall provide to the Engineer a completed On the Job Training
Progress Report (Form 832) for each approved trainee or apprentice on the project. The Form 832
will be reviewed and approved by the Engineer before reimbursement will be made. The Contractor
will be reimbursed for no more than the OJT Force Account budget. At the discretion of the
Engineer and if funds are available, the Engineer may increase the force account budget and the
number of reimbursable training hours through a Change Order. The request to increase the force
account must be approved by the Engineer prior to the training.
11. Upon completion of training, transfer to another project, termination of the trainee or notification of
final acceptance of the project, the Contractor shall submit to the Engineer a “final” completed Form
832 for each approved apprentice or trainee.
12. All forms are available from the CDOT Center for Equal Opportunity, through the CDOT Regional
Civil Rights Manager, or on CDOT’s website at
http://www.coloradodot.info/business/bidding/Bidding%20Forms/Bid%20Winner%20Forms
13. Forms 838 and 832 shall be completed in full by the Contractor. Reimbursement for training is based
on the number of hours of on the job training documented on the Form 832 and approved by the
Engineer. The Contractor shall explain discrepancies between the hours documented on Form 832
and the corresponding certified payrolls.
14. The OJT goal (# of training hours required) for the project will be included in the Project Special
Provisions and will be determined by the Regional Civil Rights Manager after considering:
A. Availability of minorities, women, and disadvantaged for training;
B. The potential for effective training;
C. Duration of the Contract;
D. Dollar value of the Contract;
E. Total normal work force that the average bidder could be expected to use;
F. Geographic location;
G. Type of work; and
H. The need for additional journey workers in the area
I. The general guidelines for minimum total training hours are as follows:
July 29, 2011
ON THE JOB TRAINING
Contract dollar
value
Minimum total
training hours to
be provided on
the project
Up to 1 million 0
>1 - 2 million 320
>2 - 4 million 640
>4 - 6 million 1280
>6 - 8 million 1600
>8 - 12 million 1920
>12 - 16 million 2240
>16 - 20 million 2560
For each
increment of $5
million, over $20
million
1280
15. The number of training hours for the trainees to be employed on the project shall be as shown in
the Contract. The trainees or apprentices employed under the Contract shall be registered with
the Department using Form 838, and must be approved by the Regional Civil Rights Manager
before training begins for the participation to be counted toward the OJT project goal. The goal
will be met by an approved trainee or apprentice working on that project; or, if a Contractor’s
apprentice is enrolled in a DOL approved apprenticeship program and registered with CDOT
using Form 838 and working for the Contractor on a non-CDOT project. The hours worked on
the non-CDOT project may be counted toward the project goal with approved documentation on
Form 832. Training hours will be counted toward one project goal.
16. Subcontractor trainees who are enrolled in an approved Program may be used by the Contractor
to satisfy the requirements of this specification.
17. The Contractor will be reimbursed $2.00per hour worked for each apprentice or trainee working
on a CDOT project and whose participation toward the OJT project goal has been approved
18. The Contractor shall have fulfilled its responsibilities under this specification if the CDOT
Regional Civil Rights Manager has determined that it has provided acceptable number of training
hours.
19. Failure to provide the required training will result in the following disincentives: A sum
representing the number of training hours specified in the Contract, minus the number of training
hours worked as certified on Form 832, multiplied by the journey worker hourly wages plus fringe
benefits [(A hours – B hours worked) x (C dollar per hour + D fringe benefits)] = Disincentives
Assessed. Wage rate will be determined by averaging the wages for the crafts listed on Form
1337. The Engineer will provide the Contractor with a written notice at Final Acceptance of the
project informing the Contractor of the noncompliance with this specification which will include a
calculation of the disincentives to be assessed.
February 3, 2011
PARTNERING PROGRAM
The Colorado Department of Transportation actively encourages partnering and invites the Contractor and
his subcontractors and suppliers to participate in a voluntary partnering agreement for this project.
The following information summarizes the partnering process. More information is available through the
Resident Engineer listed in the project special provisions.
This partnership will be structured to draw on the strengths of each organization to identify and achieve
mutual goals. The objectives are effective and efficient Contract performance with reciprocal cooperation,
and completion within budget, on schedule, and in accordance with the Contract.
This partnership will be bilateral in make-up and all costs associated with this partnership will be agreed to
by both parties and will be shared equally. The Contractor shall assume full responsibility for all costs
associated with partnering during the implementation of the partnering process. CDOT will reimburse the
Contractor for the agreed amount.
The CDOT Program Engineer or the Resident Engineer will contact the Contractor within ten days after the
award of this project to ask if the Contractor wants to implement this partnership initiative. If the Contractor
agrees, the Contractor's on-site project manager shall meet with CDOT's Resident Engineer to plan a
partnering development and team building workshop. At this planning session, arrangements shall be made
to determine the facilitator and the workshop, attendees, agenda, duration, and location.
The workshop shall be held prior to the commencement of any major work item and preferably before the
preconstruction conference. The following persons shall attend the workshop: CDOT's Resident Engineer,
Project Engineer, and key project personnel; the Contractor's on-site project manager and key project
supervision personnel; and the subcontractors' key project supervision personnel. The following personnel
shall also be invited to attend as needed: project design engineer, key local government personnel,
suppliers, design consultants, CDOT maintenance foreman, CDOT environmental manager, key railroad
personnel, and key utility personnel. The Contractor and CDOT shall also have Regional or District
managers and Corporate or State level managers on the partnering team.
Follow-up workshops may be held periodically throughout the duration of the Contract as agreed by the
Contractor and the Engineer at the initial workshop. A closeout workshop shall be held to evaluate the
effectiveness of the partnership.
The establishment of a partnership charter, which identifies the workshop participants' mutual goals on the
project, will not change the legal relationship of the parties to the Contract or relieve either party from any
terms of the Contract.
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
Attached is Form FHWA 1273 titled Required Contract Provisions Federal-Aid Construction Contracts. As
described in Section I. General, the provisions of Form FHWA 1273 apply to all work performed under the
Contract and are to be included in all subcontracts with the following modification:
For TAP (Transportation Alternatives Program) funded Recreational Trails projects, Section I (4) regarding
convict labor and all of Section IV of the FHWA 1273 do not apply.
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
I. General
II. Nondiscrimination
III. Nonsegregated Facilities
IV. Davis-Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act Provisions
VI. Subletting or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water Pollution Control Act
X. Compliance with Governmentwide Suspension and Debarment Requirements
XI. Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian
Local Access Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23
(excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must
insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding
purchase orders, rental agreements and other agreements for supplies or services).
The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any
purchase order, rental agreement or agreement for other services. The prime contractor shall be
responsible for compliance by any subcontractor, lower-tier subcontractor or service provider.
Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts and in
lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and
other agreements for supplies or services). The design-builder shall be responsible for compliance by any
subcontractor, lower-tier subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents,
however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts,
subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other
agreements for supplies or services related to a construction contract).
2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to
all work performed on the contract by the contractor's own organization and with the assistance of workers
under the contractor's immediate superintendence and to all work performed on the contract by piecework,
station work, or by subcontract.
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient
grounds for withholding of progress payments, withholding of final payment, termination of the contract,
suspension / debarment or any other action determined to be appropriate by the contracting agency and
FHWA.
4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for
any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed
by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not
include roadways functionally classified as local roads or rural minor collectors.
II. NONDISCRIMINATION
The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid construction
contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part
230 are not applicable to material supply, engineering, or architectural service contracts.
In addition, the contractor and all subcontractors must comply with the following policies: Executive Order
11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as
amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations
including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633.
The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause
in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal
Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order
11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The
contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title
23
USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights
Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts
200, 230, and 633.
The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to
the U.S. Department of Labor (US DOL) and FHWA requirements.
1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to
discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive
orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and
orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to
23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project
activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101
et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the
execution of this contract, the contractor agrees to comply with the following minimum specific requirement
activities of EEO:
a. The contractor will work with the contracting agency and the Federal Government to ensure that it has
made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of
employment and in their review of activities under the contract.
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
b. The contractor will accept as its operating policy the following statement:
"It is the policy of this Company to assure that applicants are employed, and that employees are treated
during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such
action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for training, including
apprenticeship, pre-apprenticeship, and/or on-the-job training."
2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer
who will have the responsibility for and must be capable of effectively administering and promoting an active
EEO program and who must be assigned adequate authority and responsibility to do so.
3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise,
promote, and discharge employees, or who recommend such action, or who are substantially involved in
such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual
responsibilities to provide EEO in each grade and classification of employment. To ensure that the above
agreement will be met, the following actions will be taken as a minimum:
a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of
work and then not less often than once every six months, at which time the contractor's EEO policy and its
implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer.
b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO
Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their
reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer
in the contractor's procedures for locating and hiring minorities and women.
d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible
to employees, applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to implement such policy will be brought to the
attention of employees by means of meetings, employee handbooks, or other appropriate means.
4. Recruitment: When advertising for employees, the contractor will include in all advertisements for
employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in
publications having a large circulation among minorities and women in the area from which the project work
force would normally be derived.
a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral sources likely to yield qualified minorities and
women. To meet this requirement, the contractor will identify sources of potential minority group
employees, and establish with such identified sources procedures whereby minority and women applicants
may be referred to the contractor for employment consideration.
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals,
the contractor is expected to observe the provisions of that agreement to the extent that the system meets
the contractor's compliance with EEO contract provisions. Where implementation of such an agreement
has the effect of discriminating against minorities or women, or obligates the contractor to do the same,
such implementation violates Federal nondiscrimination provisions.
c. The contractor will encourage its present employees to refer minorities and women as applicants for
employment. Information and procedures with regard to referring such applicants will be discussed with
employees.
5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and
administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer,
demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin,
age or disability. The following procedures shall be followed:
a. The contractor will conduct periodic inspections of project sites to insure that working conditions and
employee facilities do not indicate discriminatory treatment of project site personnel.
b. The contractor will periodically evaluate the spread of wages paid within each classification to
determine any evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel actions in depth to determine whether there is
evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If
the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action
shall include all affected persons.
d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor
in connection with its obligations under this contract, will attempt to resolve such complaints, and will take
appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination
may affect persons other than the complainant, such corrective action shall include such other persons.
Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of
appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who
are applicants for employment or current employees. Such efforts should be aimed at developing full
journey level status employees in the type of trade or job classification involved.
b. Consistent with the contractor's work force requirements and as permissible under Federal and State
regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job
training programs for the geographical area of contract performance. In the event a special provision for
training is provided under this contract, this subparagraph will be superseded as indicated in the special
provision. The contracting agency may reserve training positions for persons who receive welfare
assistance in accordance with 23 U.S.C. 140(a).
c. The contractor will advise employees and applicants for employment of available training programs and
entrance requirements for each.
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REQUIRED CONTRACT PROVISIONS
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d. The contractor will periodically review the training and promotion potential of employees who are
minorities and women and will encourage eligible employees to apply for such training and promotion.
7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor
will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities
and women. Actions by the contractor, either directly or through a contractor's association acting as agent,
will include the procedures set forth below:
a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training
programs aimed toward qualifying more minorities and women for membership in the unions and increasing
the skills of minorities and women so that they may qualify for higher paying employment.
b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to
the end that such union will be contractually bound to refer applicants without regard to their race, color,
religion, sex, national origin, age or disability.
c. The contractor is to obtain information as to the referral practices and policies of the labor union except
that to the extent such information is within the exclusive possession of the labor union and such labor
union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting
agency and shall set forth what efforts have been made to obtain such information.
d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the
time limit set forth in the collective bargaining agreement, the contractor will, through independent
recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin,
age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure
of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the
terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this
paragraph. In the event the union referral practice prevents the contractor from meeting the obligations
pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall
immediately notify the contracting agency.
8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be
familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and
regulations established there under. Employers must provide reasonable accommodation in all
employment activities unless to do so would cause an undue hardship.
9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor
shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the
selection and retention of subcontractors, including procurement of materials and leases of equipment. The
contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of
this contract.
a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO
obligations under this contract.
b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO
obligations.
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FEDERAL-AID CONSTRUCTION CONTRACTS
10. Assurance Required by 49 CFR 26.13(b):
a. The requirements of 49 CFR Part 26 and the State DOT’s U.S. DOT-approved DBE program are
incorporated by reference.
b. The contractor or subcontractor shall not discriminate on the basis of race, color, national
origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of
49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to
carry out these requirements is a material breach of this contract, which may result in the termination of this
contract or such other remedy as the contracting agency deems appropriate.
11. Records and Reports: The contractor shall keep such records as necessary to document compliance
with the EEO requirements. Such records shall be retained for a period of three years following the date of
the final payment to the contractor for all contract work and shall be available at reasonable times and
places for inspection by authorized representatives of the contracting agency and the FHWA.
a. The records kept by the contractor shall document the following:
(1) The number and work hours of minority and non-minority group members and women
employed in each work classification on the project;
(2) The progress and efforts being made in cooperation with unions, when applicable, to increase
employment opportunities for minorities and women; and
(3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities
and women;
b. The contractors and subcontractors will submit an annual report to the contracting agency each July for
the duration of the project, indicating the number of minority, women, and non-minority group employees
currently engaged in each work classification required by the contract work. This information is to be
reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or
any part of the last payroll period preceding the end of July. If on-the-job training is being required by
special provision, the contractor will be required to collect and report training data. The employment data
should reflect the work force on board during all or any part of the last payroll period preceding the end of
July.
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction contracts and to all related construction
subcontracts of $10,000 or more.
The contractor must ensure that facilities provided for employees are provided in such a manner that
segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may
neither require such segregated use by written or oral policies nor tolerate such use by employee custom.
The contractor's obligation extends further to ensure that its employees are not assigned to perform their
services at any location, under the contractor's control, where the facilities are segregated. The term
"facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms,
washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation
or entertainment areas, transportation, and housing provided for employees. The
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to
assure privacy between sexes.
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related
subcontracts and lower-tier subcontracts (regardless of subcontract size). The requirements apply to all
projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway.
This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt.
Contracting agencies may elect to apply these requirements to other projects.
The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 “Contract
provisions and related matters” with minor revisions to conform to the FHWA-1273 format and FHWA
program requirements.
1. Minimum wages
a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally
and not less often than once a week, and without subsequent deduction or rebate on any account (except
such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the
Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents
thereof) due at time of payment computed at rates not less than those contained in the wage determination
of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual
relationship which may be alleged to exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the
Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or
mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or
costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or
programs which cover the particular weekly period, are deemed to be constructively made or incurred
during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe
benefits on the wage determination for the classification of work actually performed, without regard to skill,
except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for each classification for the time actually worked
therein: Provided, That the employer's payroll records accurately set forth the time spent in each
classification in which work is performed. The wage determination (including any additional classification
and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster (WH–1321)
shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent
and accessible place where it can be easily seen by the workers.
b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers,
which is not listed in the wage determination and which is to be employed under the contract shall be
classified in conformance with the wage determination. The contracting officer shall approve an additional
classification and wage rate and fringe benefits therefore only when the following criteria have been met:
(i) The work to be performed by the classification requested is not performed by a classification in the
wage determination; and
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REQUIRED CONTRACT PROVISIONS
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(ii) The classification is utilized in the area by the construction industry; and
(iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to
the wage rates contained in the wage determination.
(2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or
their representatives, and the contracting officer agree on the classification and wage rate (including the
amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the
contracting officer to the Administrator of the Wage and Hour Division, Employment Standards
Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized
representative, will approve, modify, or disapprove every additional classification action within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period
that additional time is necessary.
(3) In the event the contractor, the laborers or mechanics to be employed in the classification or their
representatives, and the contracting officer do not agree on the proposed classification and wage rate
(including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer
the questions, including the views of all interested parties and the recommendation of the contracting
officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an
authorized representative, will issue a determination within 30 days of receipt and so advise the
contracting officer or will notify the contracting officer within the 30-day period that additional time is
necessary.
(4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs
1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this
contract from the first day on which work is performed in the classification.
c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics
includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit
as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash
equivalent thereof.
d. If the contractor does not make payments to a trustee or other third person, the contractor may consider
as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing
bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon
the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met.
The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting
of obligations under the plan or program.
2. Withholding
The contracting agency shall upon its own action or upon written request of an authorized representative of
the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any
other Federal contract with the same prime contractor, or any other federally-assisted contract subject to
Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the
accrued payments or advances as may be considered necessary to pay laborers and mechanics, including
apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of
wages required by the contract. In the event of failure to pay any laborer or mechanic, including any
apprentice, trainee, or helper, employed or working on the site of the work, all or
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
part of the wages required by the contract, the contracting agency may, after written notice to the contractor,
take such action as may be necessary to cause the suspension of any further payment, advance, or
guarantee of funds until such violations have ceased.
3. Payrolls and basic records
a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of
the work and preserved for a period of three years thereafter for all laborers and mechanics working at the
site of the work. Such records shall contain the name, address, and social security number of each such
worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section
1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual
wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any
laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a
plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain
records which show that the commitment to provide such benefits is enforceable, that the plan or program is
financially responsible, and that the plan or program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing
such benefits. Contractors employing apprentices or trainees under approved programs shall maintain
written evidence of the registration of apprenticeship programs and certification of trainee programs, the
registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable
programs.
b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy
of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all
of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security
numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only
need to include an individually identifying number for each employee ( e.g. , the last four digits of the
employee's social security number). The required weekly payroll information may be submitted in any form
desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division Web site at
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible
for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain
the full social security number and current address of each covered worker, and shall provide them upon
request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour
Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing
wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to
provide addresses and social security numbers to the prime contractor for its own records, without weekly
submission to the contracting agency..
(2) Each payroll submitted shall be accompanied by a “Statement of Compliance,” signed by the contractor
or subcontractor or his or her agent who pays or supervises the payment of the persons employed under
the contract and shall certify the following:
(i) That the payroll for the payroll period contains the information required to be provided under §5.5
(a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5
(a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete;
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
(ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the
contract during the payroll period has been paid the full weekly wages earned, without rebate, either
directly or indirectly, and that no deductions have been made either directly or indirectly from the full
wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3;
(iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe
benefits or cash equivalents for the classification of work performed, as specified in the applicable wage
determination incorporated into the contract.
(3) The weekly submission of a properly executed certification set forth on the reverse side of Optional
Form WH–347 shall satisfy the requirement for submission of the “Statement of Compliance” required by
paragraph 3.b.(2) of this section.
(4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil
or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code.
c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section
available for inspection, copying, or transcription by authorized representatives of the contracting agency,
the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview
employees during working hours on the job. If the contractor or subcontractor fails to submit the required
records or to make them available, the FHWA may, after written notice to the contractor, the contracting
agency or the State DOT, take such action as may be necessary to cause the suspension of any further
payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request
or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12.
4. Apprentices and trainees
a. Apprentices (programs of the USDOL).
Apprentices will be permitted to work at less than the predetermined rate for the work they performed when
they are employed pursuant to and individually registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship
Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or
if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an
apprenticeship program, who is not individually registered in the program, but who has been certified by the
Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where
appropriate) to be eligible for probationary employment as an apprentice.
The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be
greater than the ratio permitted to the contractor as to the entire work force under the registered program.
Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as
stated above, shall be paid not less than the applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any apprentice performing work on the job site in
excess of the ratio permitted under the registered program shall be paid not less than the applicable wage
rate on the wage determination for the work actually performed. Where a
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REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
contractor is performing construction on a project in a locality other than that in which its program is
registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified
in the contractor's or subcontractor's registered program shall be observed.
Every apprentice must be paid at not less than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the
applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions
of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices
must be paid the full amount of fringe benefits listed on the wage determination for the applicable
classification. If the Administrator determines that a different practice prevails for the applicable apprentice
classification, fringes shall be paid in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship
Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no
longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work
performed until an acceptable program is approved.
b. Trainees (programs of the USDOL).
Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined
rate for the work performed unless they are employed pursuant to and individually registered in a program
which has received prior approval, evidenced by formal certification by the U.S. Department of Labor,
Employment and Training Administration.
The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan
approved by the Employment and Training Administration.
Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level
of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage
determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee
program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of
fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program associated with the corresponding journeyman wage
rate on the wage determination which provides for less than full fringe benefits for apprentices. Any
employee listed on the payroll at a trainee rate who is not registered and participating in a training plan
approved by the Employment and Training Administration shall be paid not less than the applicable wage
rate on the wage determination for the classification of work actually performed. In addition, any trainee
performing work on the job site in excess of the ratio permitted under the registered program shall be paid
not less than the applicable wage rate on the wage determination for the work actually performed.
In the event the Employment and Training Administration withdraws approval of a training program, the
contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for
the work performed until an acceptable program is approved.
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REQUIRED CONTRACT PROVISIONS
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c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part
shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as
amended, and 29 CFR part 30.
d. Apprentices and Trainees (programs of the U.S. DOT).
Apprentices and trainees working under apprenticeship and skill training programs which have been
certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway
construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight
time hourly wage rates for apprentices and trainees under such programs will be established by the
particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted
by the terms of the particular program.
5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of
29 CFR part 3, which are incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and
also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in 29 CFR 5.5.
7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for
termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR
5.12.
8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the
Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference
in this contract.
9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this
contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved
in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7.
Disputes within the meaning of this clause include disputes between the contractor (or any of its
subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
10. Certification of eligibility.
a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm
who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government
contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government
contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001.
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000
and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These
clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in
this paragraph, the terms laborers and mechanics include watchmen and guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work
which may require or involve the employment of laborers or mechanics shall require or permit any such
laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of
forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less
than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such
workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause
set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be
liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United
States (in the case of work done under contract for the District of Columbia or a territory, to such District or
to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each
individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth
in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was
required or permitted to work in excess of the standard workweek of forty hours without payment of the
overtime wages required by the clause set forth in paragraph (1.) of this section.
3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall
upon its own action or upon written request of an authorized representative of the Department of Labor
withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor
or subcontractor under any such contract or any other Federal contract with the same prime contractor, or
any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is
held by the same prime contractor, such sums as may be determined to be necessary to satisfy any
liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the
clause set forth in paragraph (2.) of this section.
4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in
paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these
clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this
section.
VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts on the National Highway System.
1. The contractor shall perform with its own organization contract work amounting to not less than 30
percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price,
excluding any specialty
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
items designated by the contracting agency. Specialty items may be performed by subcontract and the
amount of any such specialty items performed may be deducted from the total original contract price before
computing the amount of work required to be performed by the contractor's own organization (23 CFR
635.116).
a. The term “perform work with its own organization” refers to workers employed or leased by the prime
contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term
does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime
contractor, or any other assignees. The term may include payments for the costs of hiring leased
employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements.
Leased employees may only be included in this term if the prime contractor meets all of the following
conditions:
(1) the prime contractor maintains control over the supervision of the day-to-day activities of
the leased employees;
(2) the prime contractor remains responsible for the quality of the work of the leased employees;
(3) the prime contractor retains all power to accept or exclude individual employees from
work on the project; and
(4) the prime contractor remains ultimately responsible for the payment of predetermined minimum
wages, the submission of payrolls, statements of compliance and all other Federal regulatory
requirements.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge,
abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected
to bid or propose on the contract as a whole and in general are to be limited to minor components of the
overall contract.
2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed
includes the cost of material and manufactured products which are to be purchased or produced by the
contractor under the contract provisions.
3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm,
has full authority to direct performance of the work in accordance with the contract requirements, and is in
charge of all construction operations (regardless of who performs the work) and (b) such other of its own
organizational resources (supervision, management, and engineering services) as the contracting officer
determines is necessary to assure the performance of the contract.
4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written
consent of the contracting officer, or authorized representative, and such consent when given shall not be
construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent
will be given only after the contracting agency has assured that each subcontract is evidenced in writing and
that it contains all pertinent provisions and requirements of the prime contract.
5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build contracts;
however, contracting agencies may establish their own self-performance requirements.
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
VII. SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.
1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and
local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all
safeguards, safety devices and protective equipment and take any other needed actions as it determines, or
as the contracting officer may determine, to be reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to protect property in connection with the
performance of the work covered by the contract.
2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor
enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any
employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary,
hazardous or dangerous to his/her health or safety, as determined under construction safety and health
standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the
Contract Work Hours and Safety Standards Act (40 U.S.C. 3704).
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized
representative thereof, shall have right of entry to any site of contract performance to inspect or investigate
the matter of compliance with the construction safety and health standards and to carry out the duties of the
Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704).
VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.
In order to assure high quality and durable construction in conformity with approved plans and
specifications and a high degree of reliability on statements and representations made by engineers,
contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons
concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful
falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of
Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form
FHWA-1022 shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places
where it is readily available to all persons concerned with the project:
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or
whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false
representation, or false report as to the character, quality, quantity, or cost of the material used or to be
used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection
with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or
related project submitted for approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false representation, false report or false claim with
respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials
furnished or to be furnished, in connection with the construction of any highway or related project approved
by the Secretary of Transportation; or
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
Whoever knowingly makes any false statement or false representation as to material fact in any statement,
certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916,
(39 Stat. 355), as amended and supplemented;
Shall be fined under this title or imprisoned not more than 5 years or both."
IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.
By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the
bidder, proposer, Federal-aid construction contractor, or subcontractor, as appropriate, will be deemed to
have stipulated as follows:
1. That any person who is or will be utilized in the performance of this contract is not prohibited from
receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air
Act.
2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this
Section X in every subcontract, and further agrees to take such action as the contracting agency may direct
as a means of enforcing such requirements.
X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY
EXCLUSION
This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts,
lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered
transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR
Parts 180 and 1200.
1. Instructions for Certification – First Tier Participants:
a. By signing and submitting this proposal, the prospective first tier participant is providing the certification
set out below.
b. The inability of a person to provide the certification set out below will not necessarily result in denial of
participation in this covered transaction. The prospective first tier participant shall submit an explanation of
why it cannot provide the certification set out below. The certification or explanation will be considered in
connection with the department or agency's determination whether to enter into this transaction. However,
failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such
a person from participation in this transaction.
c. The certification in this clause is a material representation of fact upon which reliance was placed when
the contracting agency determined to enter into this transaction. If it is later determined that the prospective
participant
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
knowingly rendered an erroneous certification, in addition to other remedies available to the Federal
Government, the contracting agency may terminate this transaction for cause of default.
d. The prospective first tier participant shall provide immediate written notice to the contracting agency to
whom this proposal is submitted if any time the prospective first tier participant learns that its certification
was erroneous when submitted or has become erroneous by reason of changed circumstances.
e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person,"
"principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200.
“First Tier Covered Transactions” refers to any covered transaction between a grantee or subgrantee of
Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions”
refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier
Participant” refers to the participant who has entered into a covered transaction with a grantee or
subgrantee of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any
participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier
Participants (such as subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting this proposal that, should the proposed
covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with
a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this
covered transaction, unless authorized by the department or agency entering into this transaction.
g. The prospective first tier participant further agrees by submitting this proposal that it will include the
clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower
Tier Covered Transactions," provided by the department or contracting agency, entering into this covered
transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier
covered transactions exceeding the $25,000 threshold.
h. A participant in a covered transaction may rely upon a certification of a prospective participant in a
lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless it knows that the certification is erroneous. A participant is responsible for
ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered
transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective
participants, each participant may, but is not required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General Services Administration.
i. Nothing contained in the foregoing shall be construed to require the establishment of a system of
records in order to render in good faith the certification required by this clause. The knowledge and
information of the prospective participant is not required to exceed that which is normally possessed by a
prudent person in the ordinary course of business dealings.
j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended,
debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other
remedies available to the Federal Government, the department or agency may terminate this transaction for
cause or default.
* * * * *
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – First Tier
Participants:
a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its
principals:
(1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from participating in covered transactions by any Federal department or agency;
(2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment
rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting
to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction;
violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery,
falsification or destruction of records, making false statements, or receiving stolen property;
(3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
(Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this
certification; and
(4) Have not within a three-year period preceding this application/proposal had one or more public
transactions (Federal, State or local) terminated for cause or default.
b. Where the prospective participant is unable to certify to any of the statements in this certification, such
prospective participant shall attach an explanation to this proposal.
2. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA
approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200)
a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out
below.
b. The certification in this clause is a material representation of fact upon which reliance was placed when
this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly
rendered an erroneous certification, in addition to other remedies available to the Federal Government, the
department, or agency with which this transaction originated may pursue available remedies, including
suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the person to which this
proposal is submitted if at any time the prospective lower tier participant learns that its certification was
erroneous by reason of changed circumstances.
d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person,"
"principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200.
You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those
regulations. “First Tier Covered Transactions” refers to any covered transaction between a grantee or
subgrantee of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered
Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction
with a grantee or subgrantee of Federal funds (such as the prime or general contractor).
“Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier
Participant or other Lower Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed
covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with
a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this
covered transaction, unless authorized by the department or agency with which this transaction originated.
f. The prospective lower tier participant further agrees by submitting this proposal that it will include this
clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower
Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations
for lower tier covered transactions exceeding the $25,000 threshold.
g. A participant in a covered transaction may rely upon a certification of a prospective participant in a
lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the
covered transaction, unless it knows that the certification is erroneous. A participant is responsible for
ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered
transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective
participants, each participant may, but is not required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General Services Administration.
h. Nothing contained in the foregoing shall be construed to require establishment of a system of records
in order to render in good faith the certification required by this clause. The knowledge and information of
participant is not required to exceed that which is normally possessed by a prudent person in the ordinary
course of business dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended,
debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other
remedies available to the Federal Government, the department or agency with which this transaction
originated may pursue available remedies, including suspension and/or debarment.
* * * * *
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier
Participants:
1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its
principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from participating in covered transactions by any Federal department or agency.
2. Where the prospective lower tier participant is unable to certify to any of the statements in this
certification, such prospective participant shall attach an explanation to this proposal.
* * * * *
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which
exceed $100,000 (49 CFR 20).
1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or
her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of any Federal agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract, the making of any Federal grant, the making of any
Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal,
amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of Congress in connection with this
Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit
Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such failure.
3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require
that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and
that all such recipients shall certify and disclose accordingly.
October 31, 2013
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN
DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS
This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development
Act of 1965.
1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably
may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor
area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian
counties of the State wherein the contract work is situated, except:
a. To the extent that qualified persons regularly residing in the area are not available.
b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel
necessary to assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to present or former employees as the result of
a lawful collective bargaining contract, provided that the number of nonresident persons employed under
this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the
contractor on the contract work, except as provided in subparagraph (4) below.
2. The contractor shall place a job order with the State Employment Service indicating (a) the
classifications of the laborers, mechanics and other employees required to perform the contract work, (b)
the number of employees required in each classification, (c) the date on which the participant estimates
such employees will be required, and (d) any other pertinent information required by the State Employment
Service to complete the job order form. The job order may be placed with the State Employment Service in
writing or by telephone. If during the course of the contract work, the information submitted by the
contractor in the original job order is substantially modified, the participant shall promptly notify the State
Employment Service.
3. The contractor shall give full consideration to all qualified job applicants referred to him by the State
Employment Service. The contractor is not required to grant employment to any job applicants who, in his
opinion, are not qualified to perform the classification of work required.
4. If, within one week following the placing of a job order by the contractor with the State Employment
Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or
less than the number requested, the State Employment Service will forward a certificate to the contractor
indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's
permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not
normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of
subparagraph (1c) above.
5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual
preference for the use of mineral resource materials native to the Appalachian region.
6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every
subcontract for work which is, or reasonably may be, done as on-site work.
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 8125 INTERSECTION IMPROVEMENTS AT VINE & SHIELDS
CONTRACTOR: [CONTRACTOR]
PROJECT NUMBER: 8125
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost:
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGNINAL CONTRACT %
ADJUSTED CONTRACT COST $ .00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE:
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
cc: City Clerk Contractor
Project File Architect
Engineer Purchasing
Section 00960
APPLICATION FOR PAYMENT PAGE 1 OF 4
OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER:
APPLICATION DATE:
PERIOD BEGINNING:
ENGINEER: CONTRACTOR: PERIOD ENDING:
PROJECT NUMBER:
CHANGE ORDERS Application is made for Payment as shown below in connection with Contract
NUMBER DATE AMOUNT
The present status of the account for this Contract is as
follows:
1
2 Original Contract Amount:
3 Net Change by Change Order:
Current contract Amount: $0.00
Total Completed and Stored to Date:
Less Previous Applications:
Amount Due this Application - Before Retainage: $0.00
Less Retainage:
Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00
CERTIFICATION:
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract.
The above Amount Due This Application is requested by the CONTRACTOR.
Date: By:
Payment of the above Amount Due This Application is recommended by the ENGINEER.
Date: By:
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager.
Date: By:
Payment of the above Amount Due This Application is approved by the OWNER.
Date: By:
CONTRACT AMOUNTS
APPLICATION FOR
PAYMENT PAGE 2 OF 4
Work
Completed
Work
Completed
Work
Completed Stored
Bid
This
Month
Previous
Periods
To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
Unit
Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00
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TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4
Work
Completed
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To
Date Materials Total
Item This Earned Percent
Number Description Quantity Units
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Price Amount Qty. Amount Qty. Amount Qty. Amount Period
To
Date Billed
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ORDERS $0.00 $0.00 $0.00 $0.00 $0.00
PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
STORED MATERIALS
SUMMARY PAGE 4 OF 4
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CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-1-
COLORADO DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISIONS
VINE DRIVE AND SHIELDS STREET INTERSECTION IMPROVEMENTS
The 2011 Standard Specifications for Road and Bridge Construction controls construction of this project. The
following special provisions supplement or modify the Standard Specifications and take precedence over the
Standard Specifications and plans.
PROJECT SPECIAL PROVISIONS INDEX
Date Page
Project Special Provisions Index Pages (4-17-15) 1-2
Standard Special Provisions (4-17-15) 3-4
Notice to Bidders (4-17-15) 5
Commencement and Completion of Work (4-17-15) 6-7
Disadvantaged Business Enterprise (DBE) Contract Goal (4-17-15) 8
On the Job Training Contract Goal (4-17-15) 9
Definition of Terms (4-17-15) 10
Revision of Section 102 – Project Plans and Other Data (4-17-15) 11
Revision of Section 105 – Control of Work (4-17-15) 12-14
Revision of Section 105 – Cooperation between Contractors (4-17-15) 15
Revision of Section 105 – Claims for Contract Adjustment (4-17-15) 16
Revision of Section 105 – Control of Material (4-17-15) 17-20
Revision of Section 107 – Insurance (4-17-15) 21
Revision of Section 107 – Environmental Controls (4-17-15) 22-23
Revision of Section 107 – Legal Relations and Responsibility to Public (4-17-15) 24
Revision of Section 108 – Prosecution and Progress (4-17-15) 25-27
Revision of Section 108 – Limitation of Operations (4-17-15) 28
Revision of Section 201 – Clearing and Grubbing (4-17-15) 29
Revision of Section 202 – Removal of Pipe (4-17-15) 30
Revision of Section 202 – Removal of Sidewalk (4-17-15) 31
Revision of Section 202 – Removal of Curb and Gutter (4-17-15) 32
Revision of Section 202 – Removal of Concrete Pavement (4-17-15) 33
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-2-
Revision of Section 202 – Removal of Asphalt Mat (4-17-15) 34
Revision of Section 202 – Removal of Fence (4-17-15) 35
Revision of Section 202 – Removal of Traffic Signal Equipment (4-17-15) 36
Revision of Section 202 – Removal of Structures and Obstructions (4-17-15) 37
Revision of Section 207 – Topsoil (Special) (4-17-15) 38-39
Revision of Section 208 – Erosion Control (4-17-15) 40
Revision of Section 210 – Valve Box and Manhole Adjustments (4-17-15) 41-42
Revision of Section 210 – Modify Manhole (4-17-15) 43
Revision of Section 213 – Mulching (4-17-15) 44-45
Revision of Section 214 – Planting (4-17-15) 46-48
Revision of Section 304 – Aggregate Base Course (4-17-15) 49
Revision of Section 403 – Hot Mix Asphalt (4-17-15) 50-52
Revision of Section 412 – Portland Cement Concrete Pavement (4-17-15) 53-54
Revision of Section 412 – Portland Cement Concrete Pavement Warranty (4-17-15) 55-56
Revision of Section 504 – Cribbing (4-17-15) 57
PROJECT SPECIAL PROVISIONS INDEX (continued)
Date Page
Revision of Section 605 – Bioretention Sand Media (4-17-15) 58-60
Revision of Section 607 – Fence (Special) (4-17-15) 61
Revision of Section 608 – Sidewalks (4-17-15) 62-63
Revision of Section 608 – Concrete Curb Ramp (4-17-15) 64-66
Revision of Section 609 – Curb and Gutter (4-17-15) 67
Section 621 – Detour Pavement (4-17-15) 68-69
Revision of Section 623 – Irrigation System (4-17-15) 70-72
Revision of Section 625 – Construction Surveying (4-17-15) 73-74
Revision of Section 630 – Portable Message Sign Panel (4-17-15) 75-76
Revision of Section 630 – Construction Zone Traffic Control (4-17-15) 77-78
Force Account Items (4-17-15) 79
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-3-
Traffic Control Plan – General (4-17-15) 80-81
Utilities (4-17-15) 82-85
COLORADO DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISIONS
VINE DRIVE AND SHIELDS STREET INTERSECTION IMPROVEMENTS
STANDARD SPECIAL PROVISIONS (based on 04-09-15)
No.
Date of Pages
Revision of Section 105 – Violation of Working Time Limitation (February 3, 2011) 1
Revision of Section 106 – Buy America Requirements (November 6, 2014) 1
Revision of Section 106 – Certificates of Compliance and Certified Test Reports (February 3, 2011) 1
Revision of Section 106 – Material Sources (October 31, 2013) 1
Revision of Section 106 – Supplier List (January 30, 2014) 1
Revision of Section 107 – Contractor Obtained Stormwater Construction Permit (July 31, 2014) 1
Revision of Section 107 – Project Payrolls (May 2, 2013) 1
Revision of Section 107 - Responsibility for Damage Claims, (February 3, 2011) 1
Insurance Types, and Coverage Limits
Revision of Section 107 – Warning Lights for Work Vehicles and Equipment
(January 30, 2014) 1
Revision of Section 108 – Liquidated Damages (May 2, 2013) 1
Revision of Section 108 – Notice to Proceed (July 31, 2014) 1
Revision of Section 108 – Project Schedule (July 31, 2014) 6
Revision of Section 108 – Subletting of Contract (January 31, 2013) 1
Revision of Section 108 - Payment Schedule (Single Construction Year) (October 31, 2013) 1
Revision of Section 109 – Asphalt Cement Cost Adjustment (April 5, 2013) 2
(Asphalt Cement Included in the Work)
Revision of Section 109 - Compensation for Compensable Delays
(May 5, 2011) 1
Revision of Section 109 – Fuel Cost Adjustment (February 3, 2011) 2
Revision of Section 109 – Measurement of Quantities (February 3, 2011) 1
Revision of Section 109 – Measurement of Water (January 06, 2012) 1
Revision of Section 109 – Prompt Payment (January 31, 2013) 1
Revision of Sections 203, 206, 304 and 613 - Compaction (July 19, 2012) 2
Revision of Section 208 – Aggregate Bag (January 31, 2013) 1
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-4-
Revision of Section 212 – Seed (April 26, 2012) 1
Revision of Section 213 – Mulching (January 31, 2013) 4
Revision of Section 250 – Environmental, Health and Safety Management (January 15, 2015) 14
Revision of Section 401 – Compaction of Hot Mix Asphalt (April 26, 2012) 1
Revision of Section 401 – Compaction Pavement Test Section (CTS) (July 19, 2012) 1
Revision of Section 401 – Temperature Segregation (February 3, 2011) 1
Revision of Section 401 and 412 – Safety Edge (May 2, 2013) 2
Revision of Sections 412 – Portland Cement Concrete Pavement Finishing (February 3, 2011) 1
Revision of Sections 412, 601, and 711 - Liquid Membrane-Forming (May 5, 2011) 1
Compounds for Curing Concrete
Revision of Section 601 – Concrete Batching
(February 3, 2011) 1
Revision of Section 601 – Concrete Finishing (February 3, 2011) 1
Revision of Section 601 – Concrete Form and Falsework Removal (July 28, 2011) 2
Revision of Section 601 – Concrete Slump Acceptance (July 29, 2011) 1
Revision of Sections 601 and 701 – Cements and Pozzolans (November 6, 2014) 4
Revision of Section 630 – Construction Zone Traffic Control (February 17, 2012) 1
Revision of Section 630 – Signs and Barricades (January 31, 2013) 1
Revision of Section 703 - Aggregate for Bases (Without RAP) (October 31, 2013) 1
Revision of Section 703 – Aggregate for Hot Mix Asphalt (November 1, 2012) 2
Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1
Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1
Affirmative Action Requirements – Equal Employment Opportunity (February 3, 2011) 10
Disadvantaged Business Enterprise (DBE) Requirements (Dec. 26, 2013) 9
On the Job Training (July 29, 2011) 3
Partnering Program (February 3, 2011) 1
Required Contract Provisions – Federal-Aid Construction Contracts (October 31, 2013) 14
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-5-
NOTICE TO BIDDERS
Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work
site and plan details with an authorized Department representative. Prospective bidders shall contact one of
the following listed authorized Department representatives at least 12 hours in advance of the time they wish
to go over the project.
Project Manager - Timothy Kemp, PE City of Fort Collins
Office Phone: (970)-416-2719
Cell Phone: (970) 219-9762
Project Engineer - Daniel Woodward, Project Manager City of Fort Collins
Office Phone:
Cell Phone:
(970) 416-4203
(603) 370-7967
Project Inspector
TBD
The above referenced individuals are the only representatives of the City with authority to provide any
information, clarification, or interpretation regarding the plans, specifications, and any other contract documents
or requirements.
Questions received from bidders along with City responses will be posted as an addendum online at the City of
Fort Collins Buy Speed Webpage, www.fcgov.com/eprocurement as they become available.
All questions shall be directed to the City contacts listed above no later than 7:00 A.M. one week prior to the
bid opening.
Questions and answers shall be used for reference only and shall not be considered part of the Contract.
COMMENCEMENT AND COMPLETION OF WORK
The Contractor shall commence work under the Contract on or before the 10th day following the issuance of the
"Notice to Proceed." The Contractor shall complete all work in accordance with the Contract within one hundred
thirty five (135) calendar days.
Section 108 of the Standard Specifications is hereby revised for this project as follows:
Stockpiling of materials before the beginning date is subject to the Engineer's approval. If such approval is given,
stockpiled material will be paid for in accordance with Sections l09 and 626.
Subsection 108.03 shall include the following:
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-6-
The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft
Project software and submitted in hard and electronic formats.
The Contractor shall be responsible for planning, scheduling, coordinating, and reporting the progress of the work
to be completed by City of Fort Collins Forces. The City of Fort Collins Forces shall be considered as
subcontractor for the purposes of scheduling the work. The City will comment on the Contractors initial schedule
submittal for coordination of the completion of their work items.
Salient features to be shown on the Contractor's progress schedule are: •
Mobilization
• Construction Surveying (By City Forces)
• Erosion Control
• Construction Traffic Control
• Removals and Adjustments
• Removal of Traffic Signal
• Earthwork
• Curb, Gutter and Sidewalk
• Asphalt Pavement
• Concrete Pavement
• Signing and Striping (By City Forces)
• Roadway Lighting (By City Forces)
• Utility Coordination and Relocations
Subsection 108.08 shall include the following:
• Substantial Completion o Substantial Completion is defined by:
Traffic is following the lane arrangements shown on the plans for finished roadway All
curb and gutter, pavement, joint sealing, median and island construction is complete Traffic control
devices and pavement markings are within their final positions. o Substantial Completion will be
completed within one hundred twenty (120) calendar days. In accordance with the “Schedule of
Liquidated Damages” in Section 108.09, Liquidated Damages per Calendar Day will be $1,778 per
day.
-2-
COMMENCEMENT AND COMPLETION OF WORK
• Final Completion o Final Completion is defined by:
All sidewalks, final grading, landscaping, fencing, clean up, project record documents shall
be turned over to the owner, all punch list items completed, and all processing of change
orders.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-7-
The work must be ready for final payment and acceptance.
Final completion will be within fifteen (15) calendar days of substantial completion date. In accordance with the
“Schedule of Liquidated Damages” in Section 108.09, Liquidated Damages per Calendar Day will be $1,778 per
day.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-8-
Disadvantaged Business Enterprise (DBE) Contract Goal
This is a federally-assisted construction project. As described in the CDOT DBE Standard Special Provision, the
Bidder shall make good faith efforts to meet the following contract goal:
Percent DBE participation.
6.5
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-9-
ON THE JOB TRAINING CONTRACT GOAL
The Department has determined that On the Job Training shall be provided to trainees with the goal of
developing full journey workers in the types of trade or classification involved. The contract goal for On the Job
Trainees working in an approved training plan in this Contract has been established as follows:
Minimum number of total On the Job Training required [320] hours.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-10-
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Technical Specifications related to construction materials and methods for the work embraced under this Contract
shall consist of the “Colorado Department of Transportation, State of Colorado, Standard Specifications for Road
and Bridge Construction” dated 2011.
Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different
meanings within the scope of this Contract. A summary of redefinitions follows:
Where reference is made in the plans and specifications to Owner, Department, Chief Engineer, Resident
Engineer, Project Engineer, Engineer, and Inspection and Testing Agency it is understood to mean the
City of Fort Collins, Colorado or the City’s representative.
Where reference is made in the plans and specifications to Surveyor it is understood to mean provided by
the City of Fort Collins with City of Fort Collins crews, but acting as a subcontractor to the project.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-11-
REVISION OF SECTION 102
PROJECT PLANS AND OTHER DATA
Section 102 of the Standard Specifications is hereby revised for this project as follows:
Subsection 102.05 shall include the following:
A copy of the bid may be obtained as follows:
1. Download the Proposal/Bid from the BuySpeed Webpage, www.fcgov.com/eprocurement
2. Come by Purchasing at 215 North Mason St. 2nd floor, Fort Collins, and request a copy of the Bid
The following supporting information is available:
• Geotechnical Engineering Study – Proposed Intersection Improvements – Vine Drive and Shields Street;
February 14, 2014; Kumar & Associates
• Memo – Supplemental Pavement Thickness Design Recommendations; March 19, 2014; Kumar &
Associates
• Hydraulic Design Report – Vine and Shields Intersection Improvements; February 16, 2015; Interwest
Consulting Group
Upon receiving Concurrence to Award from Colorado Department of Transportation, the low responsive,
responsible bidder may obtain from the City of Fort Collins at no cost;
3 sets of 11x17 plans, 1 full size set, and 3 sets of special provisions
REVISION OF SECTION 105
CONTROL OF WORK
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.10 shall include:
Traffic Closures and Operations
The Contractor shall submit a Traffic Control Plan as outlined in Section 630 of the project specifications. All
construction phasing and construction traffic control requests shall be coordinated with the City Traffic
Department.
Shields Street is currently closed to the north of Vine Dr. as part of Larimer County’s North Shields Street
Improvement Project. This closure is anticipated to be in effect until August 15, 2015 and may be subject to
change. The contractor may work within the limits of this closure but must maintain all local access as well as
construction access for Larimer County, see Section 105 Cooperation Between Contractors.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-12-
Once the County opens Shields Street to public traffic, the contractor will be required to maintain through traffic
in both directions.
The contractor may request a full closure of Vine Dr., east of Shields Street during this time. Once Shields Street
is open to traffic, Vine Dr. must also be open to traffic. The contractor is required to allow the following traffic
movements at all times during any closures:
Northbound Shields Street to Westbound Vine Dr.
Eastbound Vine Dr. to Southbound Shields Street
The contractor shall maintain travel lanes in all directions once the Larimer County closure is no longer in effect.
Significant coordination with Larimer County and their contractor will be required during construction. As work
progresses, the City will coordinate the exact opening date of Shields Street with Larimer County.
Coordination with Property Owners and Tenants
The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and
residents in the project area. Every effort will be made to maintain pedestrian and bicycle flow and to
accommodate special events and holidays for businesses, pedestrians, parking, and vehicle traffic. The
Contractor shall be responsible to coordinate all work activities with private property owners and tenants along
the project corridor. Access shall be maintained at all times. The Contractor shall be responsible for
communicating accurate scheduling information to the project team to assure proper notification of businesses
and residents.
In particular, any proposed disruption or closure to an existing access must be communicated to the property
Owners and tenants with as much notice as possible. The minimum notice that will be allowed for any proposed
access change is 48 hours. The Contractor shall ensure that adequate alternate access is in place for vehicles and
pedestrians and any property-specific access needs are addressed prior to any change in existing access. The
Contractor shall coordinate his method of maintaining these accesses with the City of Fort Collins Traffic
Operations Department.
Coordination with Traffic Engineer and Traffic Control Supervisor
The Contractor shall coordinate with the Owner’s Traffic Engineer for all traffic control activities. Requests for
initial Setup of the major project phases (road closures) must be made 3 weeks prior to projected set up. Allow
up to 5 days for advanced warning signs. Requests for flaggers must be made and updated at the weekly progress
meetings for the following week. Requests for minor traffic control set ups (lane drops, etc.) must be made 72
hours in advance of set up. Increased Traffic Control costs caused by delays assessed to the Contractor will be
the responsibility of the Contractor.
Delete subsection 105.12 and replace with the following:
The City, County, CDOT, and local utilities including but not limited to Xcel Energy, ELCO, and CenturyLink
may contract for and perform other or additional work on or near the Work of the project. When separate
contracts are let within the limits of the project, each Contractor shall conduct the Work without interfering or
hindering the progress or completion of the work performed by other contractors. Contractors working on the
same project shall cooperate with each other as directed.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-13-
City forces will perform the following work as required by this project:
• Permanent Pavement Marking
• Permanent Signing
• Traffic Signals/Fiber Optic Lines
• Street Lights
-2-
REVISION OF SECTION 105
CONTROL OF WORK
Traffic Coordination
1. The Contractor shall coordinate with the City Traffic Engineer for all traffic control activities. This
shall include, but not be limited to, closure of any City Streets, closure of any partial intersection
movements, lane reductions, and detours.
City Traffic Control Contact: Syl Mireles
Phone: (970)221-6815
Email: smireles@fcgov.com
2. The City will remove existing traffic signal equipment. City Traffic Signal Contact: Britney Sorenson
Phone: 970-222-5533
Email: bsorenson@fcgov.com
3. The Contractor shall coordinate with the City Traffic Engineer to schedule the traffic signal work/fiber
optic line relocation in conjunction with other project activities taking into account time needed for
order and delivery of materials. The Contractor shall cooperate with the City Traffic Department in
their removal and installation operations so that progress is expedited, duplication of work is
minimized, and impacts to traffic are minimized.
4. The City will remove and install all permanent signing. The City will install all permanent pavement
markings.
City Signing and Striping Contact: Rich Brewbaker
Phone: 970-221-6792
Email:rbrewbaker@fcgov.com
5. The Contractor is responsible for removal of pavement markings and installation and maintenance of
temporary pavement markings necessary to control traffic during construction.
This work will not be paid separately, but shall be included in Construction Traffic Control, Lump
Sum. The Contractor shall coordinate with the City Traffic Engineer to schedule permanent signing
and striping work in conjunction with other project activities. Full-compliance pavement markings in
accordance with Section 627 shall be in place prior to opening the roadway to traffic. The Contractor
shall cooperate with the City Traffic Department in their removal and installation operations so that
progress is expedited, duplication of work is minimized, and impacts to traffic are minimized.
Street Light Coordination
1. City Light and Power Crews will remove and install all street lighting and associated electric
utilities for the project.
City Survey Contact: Luke Unruh
Phone: (970) 221-6700
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-14-
Email: lunruh@fcgov.com
2. The Contractor shall cooperate with the City Light and Power Department in their removal and
installation operations so that progress is expedited, duplication of work is minimized, and impacts
to traffic are minimized. Refer to Utility specification for additional information.
Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and
shall protect and save harmless the Owner from any and all damages or claims that may arise because of
inconvenience, delay , or loss because of the presence and operations of Contractors working within the limits
of the same or adjacent project.
Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities
shall be identified in Contractor’s schedule. Delays due to coordination issues will be the responsibility of the
contractor.
-3-
REVISION OF SECTION 105
CONTROL OF WORK
Subsection 105.13 shall include:
Surveying Coordination
A. The Owner will provide construction surveying for the project. City Survey Crews will perform the
surveying required.
B. The Contractor must submit a survey request form to the City Surveyors a minimum of 72 hours prior to
needing surveying.
C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey
personnel shall notify the Contractor with the date on which the requested work will be completed.
D. Should a sudden change in the Contractor’s operations or schedule require the survey personnel to work
overtime, the Contractor shall pay the additional overtime expense.
E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a
survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and
allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the
cost of restaking construction stakes and for the cost of re-establishing a destroyed monument.
F. The Contractor shall be responsible for transferring the information from the construction staked to any
necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other
structures in accordance with the information on the stakes and grade sheets supplied by the Owner.
REVISION OF SECTION 105
COOPERATION BETWEEN CONTRACTORS
Section 105 of the Standard Specifications is hereby revised for this project as follows:
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
-15-
Subsection 105.11 shall include the following:
Other agencies may have active construction or maintenance projects within the vicinity of this project. The
Contractor shall coordinate the work so as not to interfere or hinder the progress or completion of the work being
performed by other agencies or contractors. All construction/traffic control conflicts that arise between the needs
of the various construction contractors and other agencies shall be brought to the attention of the Engineer.
Coordination meetings shall be held by Contractor to address conflicts and schedule adjustments maybe required
to minimize impacts to adjacent projects.
Active Project - North Shields Street Improvements; Larimer County – directly north of project location
The anticipated end date of the Larimer County North Shields Street Improvement contract is August 15,
2015 (subject to change). The contractor is responsible for coordinating and accommodating construction
traffic through the project so as not to delay the Larimer County contract. This traffic may include but is
not limited to aggregate base hauling, asphalt hauling, concrete mix trucks, general construction traffic
and other site deliveries. Coordinating operations with Larimer County shall not be grounds for
additional contract time.
Active Project - US 287 Conifer to Willox
Potential Project - US 287 SH 01 to Laporte Bypass
CITY OF FORT COLLINS
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REVISION OF SECTION 105
CLAIMS FOR CONTRACT ADJUSTMENT
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsections 105.22, 105.23 and 105.24 shall be revised as follows:
The Colorado Department of Transportation will not participate in the resolution process for any claims filed by
the Contractor.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
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REVISION OF SECTION 106
CONTROL OF MATERIAL
Section 106 of the Standard Specifications is hereby revised for this project as follows:
Subsection 106.01 shall include:
Substitutions and Product Options
A. Description:
1. This section describes the procedure required by the Contractor for product substitutions.
2. Requests for Substitution:
a. Base all bids on materials, equipment and procedures specified.
b. Certain types of equipment and kinds of material are described in specifications by means of trade
names and catalog numbers, and/or manufacturer’s names. Where this occurs, it is not intended to
exclude from consideration such types of equipment and kinds of material bearing other trade names,
catalog numbers and/or manufacturer’s names, capable of accomplishing purpose of types of
equipment or kinds of material specifically indicated.
c. Other types of equipment and kinds of material may be acceptable to the Owner and Engineer.
d. Types of equipment, kinds of material and methods of construction, if not specifically indicated must
be approved in writing by Engineer and the Owner.
3. Submission of Requests for Substitution:
a. After Notice to Proceed, the Owner / Engineer will consider written requests for substitutions of
products, materials, systems or other items.
b. The Engineer reserves the right to require substitute items to comply color and pattern-wise with base
specified items, if necessary to secure “design intent”.
c. Submit six (6) copies of request for substitution. Include in request:
1) Complete data substantiating compliance of proposed substitute with Contract Documents.
2) For products:
i. Product identification, including manufacturer’s name.
ii. Manufacturer’s literature, marked to indicate specific model, type, size, and options to be
considered: Product description; performance and test data; reference standards; difference
in power demand; dimensional differences for specified unit.
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iii. Name and address of similar projects on which product were used date of installation and
field performance data.
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REVISION OF SECTION 106
CONTROL OF MATERIAL
3) For construction methods:
i. Detailed description of proposed method.
ii. Drawings illustrating methods.
4) Itemized comparison of proposed substitution with product or method specified.
5) Data relating to changes in construction schedule.
6) Relation to separate contracts.
7) Accurate cost data on proposed substitution in comparison with product or method specified.
d. In making request for substitution, or in using an approved substitute item, Supplier / Manufacturer
represents:
1) He has personally investigated proposed product or method, and has determined that it is equal or
superior in all respects to that specified and that it will perform function for which it is intended.
2) He will provide same guarantee for substitute item as for product or method specified.
3) He will coordinate installation of accepted substitution into work, to include building
modifications if necessary, making such changes as may be required for work to be complete in
all aspects.
4) He waives all claims for additional costs related to substitution which subsequently become
apparent.
4. Substitutions: Request sufficiently in advance to avoid delay in construction.
5. Contractor’s Option:
a. For products specified only by reference standards, select any product meeting standards by any
manufacturer indicate selected type in submission.
b. For products specified by naming several products or manufacturers, select any product and
manufacturer named, indicate selected type in submission.
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c. For products specified by naming one or more products, but indicating option of selecting equivalent
products by stating “or equivalent” after specified product, Contractor must submit request, as
required for substitution, for any product not specifically named.
6. Rejection of Substitution or Optional Item: Substitutions and/or options will not be considered if they are
indicated or implied on shop drawings, or project data submittals, without formal request submitted in
accordance with this section.
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REVISION OF SECTION 106
CONTROL OF MATERIAL
Add subsection 106.14 as follows:
106.14 Quality Control For Warranted Hot Mix Asphalt and Concrete Pavements
Quality Control (QC) is the responsibility of the Contractor. The Contractor shall establish and maintain all
necessary inspection and materials testing procedures to assure the quality of work and the completed
pavement.
The Contractor's QC Manager is responsible for compliance with the quality requirements specified in the
Contract and the Contractor's approved QC plan (QCP). The QC Manager shall not be the Contractor's
Superintendent.
The Contractor shall make provisions such that the Engineer can inspect QC work in progress, including
sampling, testing, plants, and the Contractor's testing facilities at any time.
A. Quality Control Plan (QCP). The Contractor shall submit a written QCP to the Engineer at least two weeks
prior to the beginning of work that is controlled by the QCP. The QCP shall list all inspection and materials
testing procedures utilized by the Contractor to ensure that the work conforms to contract requirements.
The QCP shall address the following:
1. The name, qualifications, duties, responsibilities and authorities of each person assigned a QC function.
The QC Manager shall be the person responsible for the process control sampling and testing. This
person must possess at least one of the following qualifications:
a. Registration as a Professional Engineer in the State of Colorado.
b. Level II A, B, and C certifications from the Laboratory Certification for Asphalt Technicians
(LABCAT).
Technician Qualifications. Technicians taking samples and performing tests must possess the following
qualifications:
a. Technicians taking samples and conducting compaction tests must have Level II A
certification from the Laboratory Certification for Asphalt Technicians (LABCAT).
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b. Technicians conducting process control tests must have Level II B certification from the
Laboratory Certification for Asphalt Technicians (LABCAT).
c. Technicians determining asphalt mixture volumetrics and strength characteristics must have
Level II C certification from the Laboratory Certification for Asphalt Technicians (LABCAT).
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REVISION OF SECTION 106
CONTROL OF MATERIAL
2. A description of the responsibilities and authority, and a resume of experience, of the QC Manager.
3. Materials testing schedule, showing sampling and testing procedures and frequencies.
4. The standards to which the pavement is to be constructed, such as: in place density, asphalt content,
voids criteria, gradation, or all other criterion the Contractor intends to use to maintain the quality of the
work.
5. Reporting procedures, including proposed reporting formats for materials sampling, testing, and
inspection for all phases of the work.
6. Names of testing and engineering firms to be used, if any, with licenses as appropriate.
7. Procedures for identifying, evaluating, and reporting non-conformance discovered during QC
inspections and testing.
8. Provisions for increased frequencies of inspection and testing when work does not conform to the
standards set for the construction.
B. Documentation. The Contractor shall maintain current records of quality control operations activities, and
tests performed including the work of vendors and subcontractors. These records shall be in the form shown
in the QCP and shall indicate, as a minimum, the subcontractor, if any, the number of personnel working,
the weather conditions encountered, delays encountered, locations corresponding to project stationing as
shown on the plans, and acknowledgment of deficiencies noted along with the corrective actions taken on
deficiencies. These records shall include factual evidence that required activities or tests have been
performed, including but not limited to the following:
1. Type and number of quality control activities and tests involved.
2. Results of quality control activities or tests.
3. Nature of defects, causes for rejection, etc.
4. Proposed remedial action.
5. Corrective actions taken.
Such records shall cover both conforming and defective or deficient features and shall include a statement
that work and materials incorporated in the project comply with this Contract. Copies of these records
shall be reviewed by the QC Manager and submitted to the Engineer prior to payment for the work.
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C. Frequency. QC inspection and testing at all intervals of work shall be performed at the frequencies in the
accepted QCP.
D. Certification. Prior to acceptance of the project, the Contractor's QC Manager shall certify, in writing, that
all work and materials incorporated into the project meet the requirements of the Contract.
REVISION OF SECTION 107
INSURANCE
Section 107.18 is hereby revised to read:
For this project all insurance certificates shall name the City of Fort Collins and the Colorado Department of
Transportation as an additionally insured party.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 107
ENVIRONMENTAL CONTROLS
Section 107 of the Standard Specifications is hereby modified to include the following:
Environmental Controls
The work of this section consists of obtaining permits and providing environmental controls consistent with
regulatory permits through the duration of the work required under this project.
A. Dust Control Application:
1. The Contractor shall execute work by methods to minimize raising dust from construction operations.
2. The Contractor shall provide and apply dust control at all times, including evenings, holidays and
weekends, as required to abate dust nuisance on and about the site that is a direct result of construction
activities. The use of non-approved chemicals, oil, or similar palliatives will not be allowed. Dust
control agents may be used only after prior approval of the Owner. The Contractor shall be required to
provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust
nuisance on and about the site.
3. The Owner will have authority to order dust control work whenever in its opinion it is required, and
there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control
measures effectively whether the Owner or Engineer specifically orders such Work.
B. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain
natural surroundings in an undamaged condition. Within the work limits, barricade trees and natural features
to be preserved.
C. Housekeeping: Keep project neat, orderly, and in a safe condition at all times. Store and use equipment,
tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not
allow rubbish to accumulate. Provide on-site containers for collection of rubbish and dispose of it at frequent
intervals during progress of work.
D. Disposal
1. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be
disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally,
at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for
dump fees, permits, etc., shall be borne by the Contractor.
2. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul
away contents such that no overflow exists.
3. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him
outside the limits of construction to an approved disposal site. Excess excavated material suitable for
backfill shall not be disposed of until all backfill operations are complete.
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4. The Contractor is to immediately inform Engineer of any hazardous materials encountered during
construction. Dispose of waste materials legally at private or public facilities.
E. Burning: No burning of debris will be permitted.
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REVISION OF SECTION 107
ENVIRONMENTAL CONTROLS
F. Noise Control: All mechanical equipment shall be equipped with the best available mufflers to reduce noise.
The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted
levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted
levels are not being exceeded.
Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the
hours of 6 p.m. and 7 a.m.
G. Erosion and Sediment Control: It shall be the responsibility of the Contractor to obtain an approved Erosion
and Sediment Control Plan from the Owner.
H. Permits
1. All work must be performed in accordance with all applicable regulatory permits.
2. It shall be the responsibility of the Contractor to prepare a Stormwater Management Plan (SWMP), and
submit the SWMP to the Colorado Department of Public Health and Environment for review and
approval. The Contractor shall also provide inspection reports as required by the SWMP to the Owner
upon completion of each inspection.
3. The Contractor shall be responsible for obtaining all other necessary permits associated with the Work.
REVISION OF SECTION 107
LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
Section 107 of the Standard Specifications is hereby revised for this project as follows:
Subsection 107.25 shall include the following:
All hauls traveling to or from Martin Marietta Materials, Inc. (MMM) located at 1800 North Taft Hill Road, Fort
Collins, Colorado shall enter and exit the site from the North to CR 54G.
No vehicle shall be driven or moved on any private or public highway, street, road or right of way if the vehicle is
transporting aggregate material or asphalt paving material unless the load is covered by a tarp or other cover in a
manner that prevents the load from escaping the vehicle and which minimizes fumes and emissions. Aggregate
material means any rock, clay, silts, gravel, limestone, dimension stone, marble and shale; except that aggregate
material does not include wet concrete or other materials not susceptible to blowing. Asphalt paving material
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means any material formed by mixing aggregate and asphalt cement and includes hot mix asphalt, warm mix
asphalt, and bituminous concrete.
This work consists of the proper treatment and disposal of ground water collected from dewatering operations
during excavation activities.
The Contractor shall obtain a construction dewatering permit from the Colorado Department of Public Health and
Environment (CDPHE). A completed application must be submitted to CDPHE at least 30 days prior to
dewatering operations. Dewatering operations shall be conducted in a manner that avoids pollution and erosion.
Water from dewatering operations shall not be directly discharged into any state waters including wetlands,
irrigation ditches, canals, or storm sewers, unless allowed by a permit. Discharge into sanitary sewers will not be
allowed unless written permission is obtained from the owner or controlling authority and a copy of this approval
is submitted to the Engineer. Unless prohibited by law or otherwise specified in the Contract, the water from
dewatering operations shall be contained in basins for dissipation by infiltration or evaporation, shall be hauled
away from the project for disposal in accordance with applicable laws and regulations, or shall be land applied to
approved non-wetland vegetated areas.
Depending upon the quality of the water, land application of water to vegetated areas may require a written
concurrence or permit from CDPHE and from the owner of the facility. Based on guidelines and criteria from
CDPHE, the Contractor shall determine the quality of the water, obtain applicable concurrences or permits, and
furnish copies of the concurrences or permits obtained to the Engineer.
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is hereby revised as follows:
Subsection 108.03 shall include the following:
Project Meetings
A. Pre-Construction Conference: A Pre-Construction Conference will be held after Notice of Award and before
the Notice to Proceed, the date, time and location will be determined after Notice of Award.
The conference shall be attended by:
1. Contractor and Contractor’s Superintendent
2. Contractor’s Subcontractors (including the city provided Surveyor)
3. Engineer
4. Owner
5. Utility Companies
6. Larimer County – coordinated by the City
7. Others as requested by the Contractor, Owner, or Engineer.
Prior to the conference, the contractor shall submit a schedule of the construction project, include in the
schedule shop drawings and other submittals. Any submittals requiring long lead times and therefore must
be expedited shall be submitted at the pre-construction conference, or as soon thereafter as possible.
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The purpose of the conference is to designate responsible personnel and establish a working relationship.
Matters requiring coordination will be discussed and procedures for handling such matters established. The
agenda will include:
1. Contractor’s tentative Schedule
2. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control
Plan, and Traffic Control Plan
3. Transmittal, review and distribution of Contractor’s submittals
4. Processing applications for payment
5. Maintaining record documents
6. Critical work sequencing
7. Field decision and change orders
8. Use of premises, office and storage areas, staging area, security, housekeeping, and Owner’s needs
9. Contractor’s assignment of safety and first aid
B. Construction Progress Meetings for the Federal Aid Project No. STU M455-108 (18877): Progress meetings
will be conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be
attended by the Owner, the Engineer, the Contractor’s representative and any others invited by these people.
The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing
the minutes to all persons in attendance.
The agenda of these project meetings will include construction progress, the status of submittal reviews, and
the status of information requests, critical work sequencing, review of strategies for connections into existing
facilities, status of field orders and change orders, and any general business.
The Contractor will prepare a “two week look ahead” schedule to facilitate coordination of work items.
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Modifications to Time of Completion in the Approved Schedule
The date of beginning and the time for completion of the work are essential conditions of the Contract Documents
and the work embraced shall be commenced on a date specified in the Notice to Proceed.
The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract
time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time
for the completion of the work described herein is a reasonable time, taking into consideration the climatic and
other factors prevailing in the locality of the work.
Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the
proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of
the Project site during the times of year that the construction will be carried out. Extensions of time based upon
weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were
"unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the
Contractor’s work and thus required additional time to complete the work.
The following specifies the procedure for the determination of time extensions for unusually severe weather. The
listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based
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upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of
the project.
Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
(7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5)
The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof)
weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the
contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the
work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through
Fridays (holidays accepted) unless an approved construction schedule or written authorization from the Owner
indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then
be compared to the monthly adverse weather schedule above.
An actual adverse weather day must prevent work for 50 percent or more of the Contractor’s workday, delay
work critical to the timely completion of the project, and be documented by the Contractor. The City
Representative observing the construction shall determine on a daily basis whether or not work can proceed or if
work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing
of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date.
The Owner will use the above written notification in determining the number of calendar days for which work
was delayed during each month.
At the end of each month, if the number of work days for which work was delayed due to adverse weather
exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time.
The number of work days delayed due to adverse weather or the impact thereof will then be converted to
Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week,
Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or
holidays, and then the method of conversion of workdays to calendar days would take this into consideration.
The contract time period will then be increased by the number of calendar days calculated above and a new
contract completion day and date will be set.
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REVISION OF SECTION 108
PROSECUTION AND PROGRESS
The Contractor’s schedule must reflect the above-anticipated adverse weather delays on all weather-dependent
activities.
While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall
make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall
comply with the portions of the Contract Documents relating to his project schedule and amendments thereto
which result from the "unusually severe" weather condition.
Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an
extension of time. Liquidated damages will be assessed as delineated elsewhere.
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Coordination with the Larimer County – North Shields Street Improvement Project shall not be considered
justification for an extension of time.
The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of
the work is due to the following, and the Contractor has promptly given written notice of such delay to the
Owner or Engineer.
1. To any preference, priority, or allocation order duly issued by the Owner.
2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor,
including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another
Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine
restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above.
3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above.
REVISION OF SECTION 108
LIMITATION OF OPERATIONS
Section 108 of the Standard Specifications is hereby revised as follows:
Subsection 108.05 shall include the following:
Work Hours: Work hours are 7 AM to 6 PM, Monday through Friday. Extended hours and weekend work are
anticipated and will be permitted with written approval from the Project Manager. Night time work shall be
permitted with written approval from Project Manager. Work shall be permitted on holidays with written
approval from the Project Manager. Work requests beyond working hours must be submitted to the Project
Manager a minimum of (5) working days prior to the request date.
Night and weekend work will be allowed with 5 days prior notice to the Project Manager. All costs associated
with nighttime work will be incidental to the work.
Demolition work will not be permitted before 7 AM or after 6 PM.
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REVISION OF SECTION 201
CLEARING AND GRUBBING
Section 201 of the Standard Specifications is hereby revised for this project as follows:
Subsection 201.02 shall include the following:
Ralph Zentz, Assistant City Forester (970-221-6302), shall be responsible for identifying the removal of tree
branches, stumps, shrubs and/or other plant materials beyond those trees identified in the removal plans for
removal and/or transplant. Coordinate with the Assistant City Forester to have tree branches, stumps, shrubs,
and other plant materials marked for removal.
Clearing and grubbing shall include the removal of trees less than six (6) inches in diameter, bushes and shrubs as
identified by the Engineer or the Assistant City Forester to be either removed or trimmed. All removed debris
shall become the property of the Contractor and shall be removed from the project site, not buried on-site.
Clearing and grubbing shall include the removal of landscape rock within the construction limits that is not
specified to remain. All removed landscape rock shall become the property of the Contractor and shall be
removed from the project site, not buried on-site.
Subsection 201.04 shall include the following:
Pay Item Pay Unit
Clearing and Grubbing Lump Sum
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
Section 202 of the Standard Specifications is hereby revised for this project as follows:
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REMOVAL OF PIPE
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing waterlines within the project limits as shown on the plans or
at locations directed by the Engineer.
In Subsection 202.02 delete the seventh paragraph and replace with the following:
The removed pipe shall become the property of the Contractor and shall be disposed of outside the project site
legally.
Subsection 202.11 shall include the following:
The removal of the existing pipe will be measured by the linear foot of pipe removed, and accepted.
Excavation and backfilling will not be paid separately and shall be included in the cost for removal of pipe.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Pipe Linear Foot
Work shall include all material, equipment, labor, and disposal of materials to complete the work.
REMOVAL OF SIDEWALK
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing sidewalk within the project limits as shown on the plans or at
locations directed by the Engineer. This item includes the removal of the existing concrete drain and sidewalk
drain as shown on the plans.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
Section 202 of the Standard Specifications is hereby revised for this project as follows:
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In subsection 202.02 delete the seventh paragraph and replace with the following:
The existing sidewalk (assumed 4-6 inches thick) shall be removed in a manner that minimizes contamination
of the removed sidewalk with underlying material. The removed sidewalk shall become the property of the
Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed
sidewalk at the City of Fort Collins Recycling Center at 1380 Hoffman Mill Road. It is the responsibility of the
Contractor to be familiar with acceptable disposal specifications of the City Recycling Center.
Subsection 202.11 shall include the following:
The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required
depth, and accepted.
Sawcutting will not be paid separately and shall be included in the cost for removal of sidewalk.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Sidewalk Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
REMOVAL OF CURB AND GUTTER
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing curb and gutter within the project limits as shown on the
plans or at locations directed by the Engineer.
In subsection 202.02 delete the seventh paragraph and replace with the following:
The removed curb and gutter shall become the property of the Contractor and shall be disposed of outside the
project site legally. The Contractor may dispose the removed curb and gutter at the City of Fort Collins
Recycling Center at 1380 Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with
acceptable disposal specifications of the City Recycling Center.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
Section 202 of the Standard Specifications is hereby revised for this project as follows:
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Subsection 202.11 shall include the following:
The removal of the existing curb and gutter will be measured by the linear foot of curb and gutter removed, and
accepted.
Sawcutting will not be paid separately and shall be included in the cost for removal of curb and gutter.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Curb and Gutter Linear Foot
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
REMOVAL OF CONCRETE PAVEMENT
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing concrete pavement within the project limits as shown on the
plans or at locations directed by the Engineer.
In Subsection 202.02 delete the seventh paragraph and replace with the following:
The existing concrete pavement (assumed 8 inches thick) shall be removed in a manner that minimizes
contamination of the removed pavement with underlying material. The removed pavement shall become the
property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose
the removed pavement at the City of Fort Collins Recycling Center at 1380 Hoffman Mill Road. It is the
responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling
Center.
Subsection 202.11 shall include the following:
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
Section 202 of the Standard Specifications is hereby revised for this project as follows:
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The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the
required depth, and accepted.
Location of sawcutting shall be as directed by the Engineer. Sawcutting will not be paid separately and shall be
included in the cost for removal of concrete pavement.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Concrete Pavement Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
REMOVAL OF ASPHALT MAT
Subsection 202.01 shall include the following:
This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans
or at locations directed by the Engineer.
In Subsection 202.02 delete the seventh paragraph and replace with the following:
The existing asphalt mat (assumed 6 inches thick) shall be removed in a manner that minimizes contamination of
the removed asphalt with underlying material. The removed mat shall become the property of the City and be
disposed of by any one or more of the following described methods:
1. Place material in bottom of fills as approved by the Engineer.
2. Haul offsite to City of Fort Collins Recycling Center at:
1380 Hoffman Mill Road
Fort Collins, Colorado
(970)482-1249
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
Section 202 of the Standard Specifications is hereby revised for this project as follows:
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It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City
Recycling Center.
Subsection 202.09 shall include the following:
Removal of Asphalt Mat will be full depth asphalt removal.
Subsection 202.11 shall include the following:
The removal of the existing asphalt mat will be measured by the square yard of mat removed, and accepted.
Location of saw cutting shall be as directed by the Engineer. Saw cutting will not be paid separately and shall be
included in the cost for removal of asphalt mat.
Subsection 202.12 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Removal of Asphalt Mat Square Yard
Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the
work.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
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REMOVAL OF FENCE
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
This work includes the removal of fencing at locations shown on the plans.
Subsection 202.02 shall include the following:
Removed fencing shall become the property of the Contractor and disposed of off-site. Fencing materials
including posts and foundations shall be completely removed and holes backfilled. Backfilled holes shall be
seeded to match the surrounding landscape. Coordinate with Engineer on appropriate seeding if disturbance is
outside of the proposed landscape improvements.
Subsection 202.11 shall include the following:
The removal of existing fencing will be measured by the linear foot of fence removed.
Subsection 202.12 shall include the following:
Payment shall be made at the contract unit price per linear foot for the accepted quantity removed.
Payment will be made under:
Pay Item Pay Unit
Removal of Fence Linear Foot
Payment will be full compensation for all work necessary to complete the item including backfilling any
remaining holes and seeding the finished grade.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
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REMOVAL OF TRAFFIC SIGNAL EQUIPMENT
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Section 202.02 shall include the following:
The Contractor shall make sure traffic operations for new intersection and pedestrian movements can be
implemented and fully operational prior to removal as per approved MHT.
Subsection 202.03 shall include the following:
The Contractor shall coordinate with the following contact for removal of all traffic signal equipment.
City Traffic Signal Contact: Britney Sorenson
Phone: 970-222-5533
Email: bsorenson@fcgov.com
All salvable material shall be removed, without unnecessary damage, in sections or pieces that may be readily
transported by the City of Fort Collins, or as directed by the Engineer. The Contractor shall be held responsible
for the safekeeping of all salvable materials during the period of the Contract until they are delivered to the City.
The Contractor shall make good or replace at his own expense any such materials damaged, stolen or otherwise
lost prior to receipt by the City. All salvable materials, as designated on the plans, shall remain the property of the
City.
Subsection 202.04 shall include the following:
Removal of the traffic signal equipment shall include signal poles (without luminaries), pedestal poles, span wire
cable, all attachment hardware, attached signs, and all incidental equipment, except as noted on plans. All existing
pull boxes shall be removed and backfilled. All wiring shall be removed from existing conduit and the conduit
shall be abandoned in place.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
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Subsection 202.12 shall include the following:
Pay Item Pay Unit
Removal of Traffic Signal Equipment Lump Sum
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
Section 202 of the Standard Specifications is hereby revised for this project as follows:
Subsection 202.01 shall include the following:
Areas and removal items include but are not limited to:
1. Gasamat fuel price sign in the northeast corner of intersection
Subsection 202.02 General shall include the following:
Contractor shall contact property owner to coordinate termination of power to the sign prior to removal.
Caissons shall be removed two feet below finished grade level.
Contractor will protect and avoid items and areas that are not to be removed as a part of this project.
Contractor is responsible for damage to areas and items that are not a part of the project and will coordinate
with owner for repair or replacement at no cost to the project.
Subsection 202.02 shall include the following:
At least 5 days before beginning the removals the Contractor shall submit to the Engineer details of the
removal operations showing the methods and sequence of removals.
Subsection 202.12 shall include the following:
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
REVISION OF SECTION 202
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Payment shall be made at the contract unit price.
Pay Item Unit
Removal of Sign (Special) Each
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 207
TOPSOIL (SPECIAL)
Section 207 of the Standard Specifications is hereby revised for this project as follows:
Subsection 207.01 shall be revised to include the following:
The Contractor will have the option to either purchase amended topsoil that meets the following requirements or
mix the existing material on-site to meet the requirements. If mixed on site, this work shall consist of using the
onsite stockpiled topsoil and mixing with the required imported soil amending material to produce the standard
75/25 topsoil mix material. This material shall be placed in the designated landscape medians and parkway areas
indicated on the plans.
Subsection 207.02 shall include the following:
Topsoil for this project shall consist of loose friable loam amended with organic enhancements.
A. Amended Topsoil Onsite shall have the following characteristics:
Shall have a range of three to four percent organic matter as determined by the ignition of moisture free sample
dried to determine loss in accordance with current methods of the Association of Official Agriculture
Chemists.
Shall have a pH between 6.5 to 8.0.
Sodium Absorption Rate (SAR) and Electrical Conductivity (EC) readings are not to exceed three
mmhos/cm.
Particle Sizes: Topsoil shall be loam to sandy loam.
Must be weed free at the time of spreading operations. This can be achieved by following subsection 217.03
B. Soil Amendment:
Onsite amended topsoil - Material brought to the site for amendment process shall meet the amendments at the
following rate:
3 cubic yards per 1,000 square feet of organic amendment
The organic amendment shall include the following:
An organic product containing a mixture of composted cow or sheep manure and wood residue that has been
aerobically and naturally processed in such a manner as to maintain a consistent temperature of 60 degrees
Celsius (140 degrees Fahrenheit) or greater for a period of time that is long enough to accomplish the
following specifications:
1. The windrows of composted organic amendment (cow or sheep manure) have to be composted for 70 to 90
days. Certification must be provided to prove the product has gone through this process.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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2. Eradicate harmful pathogens, including coliform bacteria.
3. Create a carbon to nitrogen ratio of no less than 15/1 to 25/1
4. Contain no solid particle greater than ½ inch in diameter.
5. Have a non-offensive smell similar to fresh turned soil.
6. Contain no significant level of dirt or soil and contain a maximum of 30 percent composted wood residue
(pine or aspen wood).
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REVISION OF SECTION 207
TOPSOIL (SPECIAL)
The ph after composting shall be between 5.0 and 7.5 with an organic matter content of no less than 30
percent. The Contractor shall submit a 2 lb. Sample of the product four weeks before its use on the
project site revision for the Engineer’s approval. A Certificate of Compliance shall be provided to the
Engineer to verify the organic matter content, pH and carbon matter to nitrogen ratio.
The Contractor shall submit two samples of topsoil to a soils laboratory for analysis. The cost of the test shall
be at the Contractor’s expense. The results will be submitted to the Engineer for review at least 60 days prior to
placement. Based on the results, the Engineer can request soil amendments appropriate to have topsoil conform
to these specifications at no cost to the project. The organic amendment shall be an organic product containing
a mixture of composted cow or sheep manure and wood residue that has been aerobically and naturally
processed in such a manner as to maintain a consistent temperature of 140 degrees. Fahrenheit or greater for a
period of time of 70 to 90 days, and be approved by the Engineer.
Subsection 207.03 shall include the following:
All areas planted behind the curb (parkway area) shall have the top 8 inches of soil tilled. Upon completion of
tilling, the Contractor shall disk soil so as to break up all dirt clods to a size of two inches or smaller.
Topsoil placement shall occur immediately after disking is complete. All areas shall be seeded or temporarily
stabilized within seven calendar days after topsoil placement is completed.
Spread topsoil over all areas to be planted with shrubs, to a depth of three inches. Spread topsoil over all
areas to receive sod, to a depth of four inches. Begin placement after all rough grading, tilling, and
disking operations are complete.
Ten days before notice to proceed, Contractor shall submit a weed mitigation plan t the Engineer for approval.
This plan shall include a graphic time line showing milestone and completion dates of herbicide treatment,
topsoil stockpiling, topsoil spreading and all seeding and planting times.
Delete Subsection 207.04 and replace with the following:
Topsoil salvaged from the roadway placed in stockpile shall paid by the cubic yard per plan quantity as Stockpile
Topsoil.
Topsoil special shall be measured in place by measuring random depths of topsoil, and computing the volume by
multiplying the area times the average depth. Topsoil special includes the amended material secured from a source
outside the right-of-way, mixing the stockpiled topsoil material with the amended material to meet the
requirements for an approved 75/25 mix, and placing in the designated areas.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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Subsection 207.05 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Topsoil (Special) Cubic Yard
Tilling and disking operations will not be paid for separately, but shall be included in the work. Organic
amendment will not be paid for separately but shall also be included in the work.
REVISION OF SECTION 208
EROSION CONTROL
Section 208 of the Standard Specifications is hereby revised for this project as follows:
Section 208.01 of the Standard Specifications is hereby revised for this project to include the following:
Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to
surrounding properties or facilities (either on site or off site) related to erosion caused by construction of this
project, will be the sole responsibility of the Contractor.
Subsection 208.05 shall include the following:
It shall be the responsibility of the Contractor to ensure that all roadways near the project are kept clean of
construction debris.
Section 208.12 shall include the following:
All erosion control measures identified in the Contract and as directed by the Project Manager will not be measured
and paid for separately but will be the plan quantities. The unit cost price bid will be full compensation for all
work required to complete the item.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 210
VALVE BOX AND MANHOLE ADJUSTMENTS
Section 210 of the Standard Specifications is hereby revised for this project as follows:
Subsection 210.10 shall include the following:
The Contractor shall notify each utility company (Owner) prior to any construction that will involve the
adjustment of its valve boxes or manholes.
Each Owner will mark all of its valve boxes and manholes that will be involved in the specified construction area.
Prior to commencing construction, the Contractor shall coordinate and conduct, with the Engineer and each Owner,
an inspection of all impacted manholes and valve boxes. The purpose of this inspection will be to account for all
valve boxes and manholes involved in the construction and determine their accessibility and condition. The
Contractor shall provide traffic control for this inspection and for the final inspection. The Contractor shall
coordinate construction with the Owner to allow sufficient time for the Owner to make all necessary repairs to, or
supply replacements for valve boxes and manholes before construction begins in the area of the valve boxes and
manholes. All parties shall agree on the condition of each valve box and manhole prior to construction.
The Contractor shall replace all valve box sections damaged or misplaced during construction with new valve box
sections complying with the requirements of the Owner’s specifications. The Contractor shall set each valve box
to be adjusted so that it is ¼ inch to ½ inch below the final grade of the paved surface, or to the satisfaction of the
Owner, and so that it is plumb over the operating nut of the valve.
The Contractor shall replace all manhole sections damaged or misplaced during construction with new manhole
ring and cover complying with the requirements of the Owner’s specification. The Contractor shall adjust each
manhole so that it is ¼ inch to ½ inch below the final grade of the paved surface, or to the satisfaction of the
Owner. Some adjustments may require the addition, removal, or replacement of a manhole or cone section. If
manhole adjustment requires a manhole cone or barrel section to be added, removed, or replaced, this work will
not be considered as "Adjust Manhole", but shall be performed in accordance with the Section 210 requirements
for the item "Modify Manhole".
The Contractor shall prevent tools, concrete, dirt, or debris of any kind from falling into the channel of the existing
manhole. The Contractor shall clean or remove debris from downstream sewer that enters as a result of the
Contractor’s work.
When the project includes planing prior to resurfacing, the Contractor shall first lower all valve boxes and
manholes below the surface to be planed and then adjust them up to final grade after the paving operation is
complete.
Prior to the final inspection, the Contractor shall thoroughly clean all valve boxes designated for cleaning. This
work shall be performed in accordance with the Section 202 requirements for the item "Clean Valve Box".
The Contractor shall coordinate and conduct, with the Engineer and each Owner, a final inspection upon completion
of construction. This inspection shall assure that all valve boxes and manholes are in compliance with these
requirements. The Engineer will obtain the Owner’s written approval before accepting the work.
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REVISION OF SECTION 210
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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VALVE BOX AND MANHOLE ADJUSTMENTS
Subsection 210.12 shall include the following:
The Contractor will be paid separately for each valve box or manhole adjustment completed down and for each
adjustment completed up.
Subsection 210.13 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Adjust Valve Box Each
Adjust Manhole Each
Adjustments that include adding, removing, or replacing a manhole cone or barrel section will be paid for under the
Section 210 pay item, Modify Manhole.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 210
MODIFY MANHOLE
Section 210 of the Standard Specifications is hereby revised for this project as follows:
Subsection 210.01 shall include the following:
Modify manhole consists of adding or removing manhole sections to raise or lower the existing manhole to
the proposed grade lines established by roadway construction, rotating the eccentric cone so that the ring
and cover is located as indicated on the plans (if necessary).
Subsection 210.02 shall include the following:
Modification of manhole shall be done in accordance with the requirements of the utility company’s
(Owner’s) current details and specifications.
The Contractor shall, as necessary to meet the final grades shown in the plans:
Remove the portion of the existing manhole to the top of the barrel;
Add or remove barrel sections to the required height;
Add or remove eccentric cones to the required height;
Rotate the eccentric cone so that the ring and cover is located as indicated on the plans;
Add additional steps as required and remove existing steps that are no longer functional.
Reset the manhole ring and cover to the finished grade. If the ring and cover is damaged or misplaced or
in the opinion of the Engineer cannot be reused, provide a new manhole ring and cover complying with the
Utility Owner’s specifications.
Upon completion the Contractor shall coordinate and conduct, with the Engineer and the Owner, an
inspection of each modified manhole. The Contractor shall provide traffic control for this inspection.
The Engineer will obtain the Owner’s inspection and written approval before accepting the work.
Subsection 210.12 shall include the following:
Modify Manhole will be measured by the actual number modified and accepted.
Subsection 210.13 shall include the following:
Pay Item Pay Unit
Modify Manhole Each
Payment for Modify Manhole will be full compensation for all work and material required to complete the item.
Structure excavation and structure backfill required for "Modify Manhole" will not be measured and paid for
separately but shall be included in the work.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 213
MULCHING
Section 213 of the Standard Specifications is hereby revised for this project as follows:
Add the following to Subsection 213.01:
This work consists of furnishing and placing Mulching (Wood Chip) in areas indicated on the plans.
This work consists of furnishing and placing Mulching (Decorative) in areas indicated on the plans.
This work consists of furnishing and placing Rock Mulch (Weed Free) in areas indicated on the plans. This
work consists of furnishing and placing Landscape Boulder in areas indicated on the plans.
Add the following to Subsection 213.02:
Mulching (Wood Chip) shall be shredded western red cedar. A sample shall be submitted to the Engineer for
review and approval.
Mulching (Decorative) shall consist of 50% - 3/4"” and 50% - 1 1/2" earth tone cobble rounded river rock. A
sample shall be submitted to the Engineer for review and approval.
Rock Mulch (Weed Free) shall consist of 50% - 2” to 4” and 50% - 4" to 6" earth tone cobble rounded river rock. A
sample shall be submitted to the Engineer for review and approval.
Landscape Boulder shall consist of varying types and sizes of boulders as described in the plans and details.
Contractor to provide photos of each boulder type and size to the Engineer for preliminary approval. The
Engineer and Contractor to visit the selected supplier prior to shipment to review and approve pre-selected
landscape boulders organized by size and type.
Add the following to Subsection 213.03:
Mulching (Wood Chip). The Contractor shall excavate 4” as necessary to install Mulching (Wood Chip).
Mulching (Wood Chip) operations shall not begin until the underlying surface has been prepared. Mulching
(Wood Chip) shall be placed without landscape weed barrier fabric to a uniform depth of 4 inches in locations as
indicated on the plans or as designated by the Engineer. Mulching (Wood Chip) shall also be placed in all tree
and shrub saucers where plantings occur in sod areas and/or various types of rock and cobble mulch areas.
Mulching (Decorative). The Contractor shall excavate 4” as necessary to install Mulching (Decorative).
Mulching (Decorative) operations shall not begin until the underlying surface has been prepared. Mulching
(Decorative) shall be placed over landscape weed barrier fabric to a uniform depth of 4 inches in locations as
indicated on the plans or as designated by the Engineer.
-2-
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 213
MULCHING
Rock Mulch (Weed Free). The Contractor shall excavate 4” as necessary to install Rock Mulch (Weed Free).
Rock Mulch (Weed Free) operations shall not begin until the underlying surface has been prepared. Rock Mulch
(Weed Free) shall be placed by hand over landscape weed barrier fabric to a uniform depth of 4” for smaller cobbler
and a uniform depth of 6” (4” below and 2” above grade) for larger cobble in locations as indicated on the plans or
as designated by the Engineer. Place Rock Mulch (Weed Free) with a balance of colors and a random mixture of
sizes.
Landscape Boulder. The Contractor shall install Landscape Boulders as indicated in the plans and details.
Contractor shall stake boulder locations for review and approval by the Engineer prior to installation. Once the
landscape boulders are placed by the Contractor, the Engineer shall provide final approval of the locations prior to
backfilling.
Add the following to Subsection 213.04:
The quantity of Mulching (Decorative), Rock Mulch (Weed Free) and Landscape Boulder will not be measured but
shall be the quantity designated in the contract.
Add the following to Subsection 213.05:
Pay Item Pay Unit
Mulching (Wood Chip) Cubic Foot
Mulching (Decorative) Cubic Foot
Rock Mulch (Weed Free) Square Foot
Landscape Boulder Each
Any excavation related to the installation of Mulching (Wood Chip), Mulching (Decorative), Rock Mulch (Weed
Free) and Landscape Boulder will not be measured and paid for separately but shall be included in the work.
REVISION OF SECTION 214
PLANTING
Section 214 of the Standard Specifications is hereby revised for this project as follows:
DESCRIPTION
Subsection 214.01 shall include the following:
This work also consists of a Landscape Maintenance period.
MATERIALS
Subsection 214.02 shall include the following:
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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Plant List. A plant list is provided on the plans. Quantities shown on the list are for information only. Contractor
shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy
between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the
plans shall govern.
Guying and Staking. Material includes 14AWG wire with 1/2"x12" PVC sleeves and stake protection cap per each
stake.
CONSTRUCTION REQUIRMENTS
Subsection 214.04
Landscape Establishment.
The duration of the Landscape Establishment period shall be twenty-four (24) months and will commence upon
receipt of Notice of Substantial Completion from the Engineer.
If Notice of Substantial Landscape Completion is issued during the spring planting season, the Landscape
Establishment period begins immediately and lasts for a period of twenty-four (24) months. If the Notice of
Substantial Landscape Completion is issued at any other time, the Landscape Establishment period begins at the
start of the next spring planting season (April 1st) and lasts for a period of twenty-four (24) months.
After all planting on the project is complete, a plant inspection shall be held including the Contractor, Engineer,
CDOT and the Landscape Architect to determine acceptability of plant material. During inspection, an inventory
of rejected, dead or dying material will be made, and corrective and necessary cleanup /replacement measures will
be determined.
From the time of installation, during construction, and throughout the Landscape Establishment Period, the
Contractor shall maintain plant material, sodded and seeded areas in a healthy and vigorous growing condition, and
ensure the successful establishment of vegetation.
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REVISION OF SECTION 214
PLANTING
During the Landscape Establishment Period, the Contractor shall water, cultivate, and prune the plants, and repair,
replace or re-adjust guy material, stakes and posts. The Contractor will provide weekly mowings, grass trimming, a
minimum of three (3) fertilizations per year (six (6) total over the source of the 24 month Landscape Establishment
Period), and remove grass clippings from the projects hard surfaces. The Contractor shall also remove weeds from
planting beds and tree area saucers on a monthly basis during the growing season, maintain specified depths of
mulching material annually and fertilize trees via a root feeder during the spring of each growing season (two (2)
times).
CITY OF FORT COLLINS
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Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as
directed by the Engineer or City Forester. Plant replacement shall be performed during the spring planting seasons
at the beginning and end of the Landscape Establishment Period. Plant replacement stock shall be planted in
accordance with the original contract specifications and is subject to all requirements specified for the original
material. Plant replacement shall be at the Contractor’s expense.
Subsection 214.04
Delete paragraphs 5 and 6 and replace with the following:
The trees planted by the Contractor shall be watered twice per month at the rate of twenty (20) gallons per tree per
watering for the months May through October during the twenty-four (24) month Landscape Establishment Period,
or as needed, and the trees shall also be watered once per month at the rate of twenty (20) gallons per tree for the
months November through April during the twenty-four (24) month Landscape Establishment Period, or as needed.
The shrubs planted by the Contractor shall be watered twice per month at the rate of five (5) gallons per shrub per
watering event for the months May through October during the twenty-four (24) month Landscape Establishment
Period, or as needed, and the shrubs shall also be watered once per month at the rate of five (5) gallons per shrub for
the months November through April during the twenty-four (24) month Landscape Establishment Period, or as
needed.
Prior to the beginning of the Landscape Establishment Period, a watering schedule listing the calendar days chosen
to complete the required watering shall be submitted to facilitate inspections by the City/Engineer.
METHOD OF MEASUREMENT
Subsection 214.05 shall include the following:
Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes, protective
caps and PVC pipe sleeve and wrap for trees, will not be measured and paid for separately but shall be included in
the work.
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REVISION OF SECTION 214
PLANTING
BASIS OF PAYMENT
Subsection 214.06
Delete the fifth paragraph and replace with the following:
The initial watering during the planting of trees and shrubs will not be paid for separately, but shall be included in
the price of the work.
Watering of trees and shrubs after receipt of the Notice of Substantial Landscape Completion will not be measured
and paid for separately but shall be included in the work.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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Water used for the Landscape Establishment Period will not be measured and paid or separately but shall be
included in the work.
Subsection 214.06
Delete the seventh paragraph including item (1) and (2), and the last paragraph of the subsection. Payment
will be made under:
Pay Item Pay Unit
Landscape Maintenance (24 months) Lump Sum
REVISION OF SECTION 304
AGGREGATE BASE COURSE
Section 304 of the Standard Specifications is hereby revised for this project as follows:
Subsection 304.02 shall include the following:
Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03
Subsection 304.08 shall include the following:
Pay Item Pay Unit
Aggregate Base Course (Class 6) Ton
Compaction, water, impervious membrane, excavation, and removal of unsuitable material and all other work
necessary to complete this item will not be measured and paid for separately but shall be included as part of the
work.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 403
HOT MIX ASPHALT
Section 403 of the Standard Specifications is hereby revised for this project as follows:
Subsection 403.02 shall include the following:
The design mix for hot mix asphalt shall conform to the following:
TABLE 403-1
Property Test
Method
Value For Grading
SX (100) S (75) (Patching)
Air Voids, percent at:
N (design) CPL 5115 3.5 – 4.5
3.5 – 4.5
3.5 – 4.5
Lab Compaction (Revolutions):
N (design) CPL 5115 100
75
75
Stability, minimum CPL 5106 28 28 28
Minimum % of the aggregate
retained on the 4.75 mm (No. 4)
sieve having at least 2
mechanically induced fractured
faces
CP 45 60 60 60
Accelerated Moisture Susceptibility
Tensile Strength Ratio (Lottman),
minimum
CPL 5109
Method B 80
80
80
Minimum Dry Split Tensile
Strength, kPa (psi)
CPL 5109
Method B 205 (30) 205 (30) 205 (30)
Grade of Asphalt Cement, Top
Layer PG 64-22
Grade of Asphalt Cement, Layers
below Top PG 64-22 PG 64-22
Voids in the Mineral Aggregate
(VMA) % minimum CP 48
See Table
403-2
See Table
403-2
See Table
403-2
Voids Filled with Asphalt (VFA), % AI MS-2 65-80 65-80 65-80
Dust to Asphalt Ratio
Fine Gradation
Coarse Gradation
CP 50
0.6 - 1.2
0.8 - 1.6
0.6 - 1.2
CITY OF FORT COLLINS
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Note: AI MS-2 = Asphalt Institute Manual Series 2
Note: The current version of CPL 5115 is available from the Region Materials Engineer.
Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be
approached with caution because of constructability problems.
Note: Gradations for mixes with a nominal maximum aggregate size of one-inch or larger are
considered a coarse gradation if they pass below the maximum density line at the #4
screen.
Gradations for mixes with a nominal maximum aggregate size of ¾ inch or smaller are
considered a coarse gradation if they pass below the maximum density line at the #8
screen.
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REVISION OF SECTION 403
HOT MIX ASPHALT
All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table
403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to
1.0 percent below the mix design optimum
Table 403-2
Minimum Voids in the Mineral Aggregate (VMA)
Nominal
Maximum Size*,
mm (inches)
***Design Air Voids **
3.5% 4.0% 4.5% 5.0%
37.5 (1½) 11.6 11.7 11.8
N/A
25.0 (1) 12.6 12.7 12.8
19.0 (¾) 13.6 13.7 13.8
12.5 (½) 14.6 14.7 14.8
9.5 (⅜) 15.6 15.7 15.8
4.75 (No. 4) 16.6 16.7 16.8 16.9
* The Nominal Maximum Size is defined as one sieve
larger than the first sieve to retain more than 10%.
** Interpolate specified VMA values for design air voids
between those listed.
*** Extrapolate specified VMA values for production air
voids beyond those listed.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
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The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA.
This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the
Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be
corrected before paving operations will be allowed to resume.
The hot mix asphalt top layer shall not contain any reclaimed or recycled asphalt pavement.
Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S) (100).
To prevent stripping, a minimum of 1 percent hydrated lime by weight of the combined aggregate shall be added to
the aggregate for all hot mix asphalt.
Acceptance samples shall be taken at the location specified in Method B of CP-41.
Subsection 403.03 shall include the following:
The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations
end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule
shall show the methods to be used to comply with this requirement.
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REVISION OF SECTION 403
HOT MIX ASPHALT
Delete subsection 403.05 and replace with the following:
403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401.22, at the
contract unit price per ton for the bituminous mixture.
Payment will be made under:
Pay Item Pay Unit
Hot Mix Asphalt (Patching) (Asphalt)
Ton Hot Mix Asphalt (Grading S) (75) (PG 64-22)
Ton
Hot Mix Asphalt (Grading SX) (100) (PG 64-22) Ton
Aggregate, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix
asphalt item will not be paid for separately, but shall be included in the unit price bid. When the pay item includes
the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the
work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in
accordance with Section 411. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid
for separately, but shall be included in the work.
Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall
be included in the work.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
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REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Section 412 of the Standard Specifications is hereby revised for this project as follows:
Subsection 412.03 shall include the following:
• Concrete (8 Inch) & Concrete Pavement (8.5 Inch): Concrete shall be Class “P” concrete. Concrete for Fast
Track shall be Class “E” concrete. The unit price shall include the entire cost of the installation. Price will
include saw cutting, furnishing and installing dowel bars and keyways; supplying, forming, placing, finishing,
and edging the concrete surface; curing and sealing materials, joint materials and sealers.
• Concrete Pavement (8 Inch) (Special) (Color): Concrete crosswalks, exterior and interior truck aprons shall
be Class “P” concrete. The concrete shall be integrally colored with the required lbs. of Davis Color per sack
of cement, with color and location as indicated in the plans. The surface of the concrete crosswalks, exterior,
and interior truck aprons shall be sealed and protected from drying with Davis W-1000 Clear Cure and Seal
(or approved equal). The unit price shall include the entire cost of the installation. Price will include saw
cutting, furnishing and installing dowel bars and keyways; supplying, forming, placing, finishing, stamping
and edging the concrete surface; curring and sealing materials, joint materials and sealers; texturing
equipment.
Contractor shall provide up to three mock-up slabs of each colored concrete paving. Finished products that do not
match the approved test slab shall be removed and replaced by the Contractor at no cost to the Owner.
Subsection 412.03 shall include the following:
Driveway approaches shall be class P concrete in accordance with Section 601 and shall be installed in accordance
with details 706 and 707 as shown on the plans.
Subsection 412.18 shall include the following:
The Contractor shall cut the transverse and longitudinal joints to the width and depth required. The cut shall be
made with a power drive saw equipped with diamond blades. The residue from sawing shall be removed from the
pavement by the Contractor. The material shall be removed at the time of the sawing operation using equipment
designed for that purpose. Any damage to the concrete pavement such as spalling or fracturing shall be repaired
by the Contractor as directed by the Engineer at no cost to the project. The joints shall be immediately flushed
with water to remove any sawing residue.
Cleaning, repairing, and proper curing of any spills, fractures, breaks, or voids in the concrete surface of the joints
shall be accomplished prior to installing the backer rod material or joint sealant.
The backer rod shall be placed in such a manner that the grade for the proper depth of the seal material is
maintained.
CITY OF FORT COLLINS
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-2-
REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT
Subsection 412.24(a) shall include the following:
Pay Item Pay Unit
Concrete Pavement (8 Inch) Square Yard
Concrete Pavement (8 Inch) (Special) (Color) Square Yard
Concrete Pavement (8.5 Inch)
Square Yard Concrete Pavement (8.5 Inch) (Fast Track)
Square Yard
The price of all pay items shall be full compensation for furnishing and placing all materials including test slabs,
and demolition of test slabs, excavation, concrete, color additives, stamp mold, forms, joint materials,
reinforcement, tooling and finishing.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT (WARRANTY)
Section 412 of the Standard Specifications is hereby revised for this project as follows:
Subsection 412.16 shall include the following:
A two year warranty period will be apparent for all Portland Cement Concrete Pavement placed as part of
the construction project. The warranty period will begin the date the project has reached final acceptance.
All improvements which do not meet the project’s contract specifications, be it through substandard
materials or workmanship, shall be removed and replaced at the Contractor’s expense.
The project will be inspected by City representatives on a quarterly basis throughout the duration of the two
year warranty period. The City will develop a list of improvements which will need to be removed and
replaced and deliver this to the Contractor. The City and Contractor will meet to finalize the list of
improvements to be addressed along with determining the timing of the work to be completed. The following
failures will result in removal of the Portland Cement Concrete Pavement, adjustment of the underlying
material (if necessary), and the replacement with material meeting the project’s contract specifications:
• Pavement slabs containing one or more cracks through the full depth of the slab that separate the slab
into two or more parts
• Pavement slabs containing honeycombed areas
• Pavement slabs containing an extreme void as defined above
• Pavement slabs containing more than one void greater in depth than half the pavement thickness
• Pavement slabs containing a cumulative surface area of moderate and severe voids greater than one
percent of the slab’s total area
• Pavement slabs containing 20 or more severe voids
• Joints that are spalled over 50% their length
• Concrete improvements constructed which do not meet specified grades in the plans. If water pools
greater than 0.5” after a storm event, concrete improvements will need to be removed to
nearest grades that meet the contract’s intent and replaced, enabling proper drainage
All pavement slabs to be removed shall be removed in a manner that minimizes contamination of the removed
pavement with underlying material. The removals shall be performed in accordance with the removal
specifications for Portland Cement Concrete Pavement as are defined in the contract. The damaged pavement
slab shall be cut in a straight, true line with a vertical face and shall be cut with a concrete saw. If the damage
to the slab does not extend past the mid point of the slab, half the panel can be removed and replaced. If the
damage extends past the mid point of the slab, the pavement shall be removed to the nearest joint. The
removed concrete pavement shall become the property of the Contractor and disposed of outside the project
site legally. All concrete pavement removed shall be replaced with concrete meeting the specifications for
either Class P concrete, and shall match the thickness and finish of the existing pavement. For repairs on
arterial and collector streets, concrete placed shall meet 3000 psi strength within 48 hours of placement. A
CITY OF FORT COLLINS
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SUBACCOUNT 18877
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minimum compressive strength of 3000 psi or .80 Fc, whichever is greater, and a minimum flexural
compressive strength of 450 psi are required prior to opening the roadway to traffic. Prior to removing and
replacing the damaged slab, a concrete mix design shall be submitted and approved.
-2-
REVISION OF SECTION 412
PORTLAND CEMENT CONCRETE PAVEMENT (WARRANTY)
The Contractor shall provide all traffic control necessary to reroute traffic during the removal, replacement,
and curing for all concrete pavement not meeting the project’s contract specifications. All traffic control plans
shall be submitted to the City’s Traffic Operations Department for approval. The Contractor shall notify the
City’s project manager at least 48 hours prior to beginning any removals. If any striping or stenciling is
necessary after the work has been completed, the City will perform the striping. All costs incurred for the
striping will be the responsibility of the Contractor.
Cost of the two year warranty will be incidental to the placement of all concrete pavement.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF CDOT SECTION 504
CRIBBING
Section 504 of the Standard Specifications is hereby revised for this project as follows:
Add the following to Subsection 504.01:
This work consists of furnishing and installing Stone Landscape Wall in areas indicated on the plans.
Add the following to Subsection 504.02:
Stone Landscape Wall shall consist of varying types and sizes of stone boulders as described in the plans and
details. Contractor to provide photos of typical boulder to the Engineer for preliminary approval. The Engineer and
Contractor to visit the selected supplier prior to shipment to review and approve pre-selected boulders to be used to
construct the retaining wall.
Add the following to Subsection 504.03:
Stone Landscape Wall. The Contractor shall install Retaining Wall (Boulder) as indicated in the plans and details.
Contractor shall stake retaining wall alignment for review and approval by the Engineer prior to installation.
Once the stone boulders are placed by the Contractor, the Engineer shall provide final approval of the
alignment prior to backfilling.
Add the following to Subsection 504.05:
Pay Item Pay Unit
Stone Landscape Wall SF
Any labor and materials related to the installation of Stone Landscape Wall will not be measured and paid for
separately but shall be included in the work.
REVISION OF SECTION 605
BIORETENTION SAND MEDIA
Section 605 of the Standard Specifications is hereby revised for this project as follows:
Subsection 605.01 shall include the following:
This work consists of installing bioretention sand media, including pea gravel, as permanent water quality treatment,
in accordance with these specifications and in accordance with the lines and grades shown in the plans.
Subsection 605.02 shall include the following:
Materials for bioretention sand media shall meet the following requirements:
CITY OF FORT COLLINS
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A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or
other similar objects larger than two inches. No other materials or substances shall be mixed or dumped
within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility’s
function and maintenance.
B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds.
C. Fully mixed BSM shall be tested prior to installation and meet the following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or
iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior
to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor’s expense.
D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of
the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner.
E. BSM shall contain the following individual materials:
1. Sand - BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
2. Shredded Paper - BSM shall consist of 5-10% shredded paper by volume.
i. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. ii.
Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be
thoroughly and mechanically mixed to prevent clumping.
3. Topsoil - BSM shall consist of 5-10% topsoil by volume.
i. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with
less than 5% clay material.
ii. Onsite, native material shall not be used as topsoil. iii. Textural analysis shall be performed on
topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of
subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health.
-2-
REVISION OF SECTION 605
BIORETENTION SAND MEDIA
iv. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%.
v. Contractor shall certify that topsoil meets these specifications.
4. Leaf Compost - BSM shall consist of 10-20% leaf compost by volume.
CITY OF FORT COLLINS
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i. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch
resulting from biological degradation and transformation of plant-derived materials under
controlled conditions designed to promote aerobic decomposition.
ii. The material shall be well composted, free of viable weed seeds and contain material of a
generally humus nature capable of sustaining growth of vegetation, with no materials toxic to
plant growth.
iii. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA)
member. A copy of the provider’s most recent independent STA test report shall be submitted to
and approved by the Owner prior to delivery of BSM to the project site.
iv. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed as percentage of
germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1
& 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels
Pea gravel shall be clean and graded, washed river run gravel, ASTM C33, size no. 7. Pea gravel shall be free of
plant material.
Subsection 605.05 shall include the following:
Pea gravel shall be placed to the thickness shown in the plans, without compaction.
BSM shall be spread in even layers, not to exceed 9 inches in depth. BSM shall not be compacted.
Subsection 605.07 shall include the following:
Bioretention Sand Media will be measured by the square foot of material installed and accepted, including the pea
gravel layer.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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-3-
REVISION OF SECTION 605
BIORETENTION SAND MEDIA
Subsection 605.08 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Surface Sand Filter SF
Payment shall be full compensation for all work and materials required to complete the surface sand filter, including
excavation and backfill, the bioretention sand media layer, and the pea gravel layer. Aggregate Base Course for the
surface sand filter, as depicted in the plans, will be paid for under Pay Item 304.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 607
FENCE (SPECIAL)
Subsection 607.04 shall include the following:
Fence will be measured by the linear foot. Measurement will be along the base of the fence from outside to outside
of end structural tubes for each continuous run. Post foundations will be paid for separately.
Subsection 607.05 shall include the following:
The accepted quantity of the fence will be paid for at the contract unit price.
Payment will be made under:
Pay Item Pay Unit
Fence (Special) Linear Foot
Payment will be full compensation for all work necessary to complete the item including furnishing and installing
all structural members, panels, anchorage assemblies, angles, and other miscellaneous hardware required.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
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REVISION OF SECTION 608
SIDEWALKS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.03 shall include the following:
Finished products that do not match the approved test slab shall be removed and replaced by the Contractor at no
cost to the Owner.
Record date, location, and quantity of pour, as well as air temperature at time of pour.
Subsection 608.03(b) shall include the following:
For Surfaces Exposed to View: Form faces must be free from raised grain, tears, worn edges, patches, dents, or
other defects which would impair texture of the concrete surfaces. Minimize number of seams in form
material, and arrange seams in an orderly fashion.
To minimize potential cracking, no section of concrete shall have any angle less than 90 degrees.
After stripping of the forms, if any concrete is found to be not formed as shown on the drawings, is out of
alignment of level, or shows a defective surface, it will be considered as not conforming with the intent of these
standards and specifications, and shall be removed and replaced at the Contractor’s expense, unless the
Engineer gives permission to patch the defective area.
Delete subsection 608.03(d) and replace with the following:
Sidewalk: Concrete sidewalks shall be medium broom finished.
All outside edges of the slab and all joints shall be edged with a 1/4-inch radius edging tool.
Thoroughly wash the surface with water prior to acceptance.
Surface Planeness for Concrete Paving. Unless otherwise specified, produce slabs with the following tolerance.
Finishes shall be true planes within 1/4-inch in 10 feet, as determined by a 10 foot straight edge placed anywhere on
the slab in any direction.
Subsection 608.03(e) shall include the following:
A. Expansion joints/construction joints/ for concrete paving:
1. Expansion joints to be spaced no greater than every 300 feet.
2. Extend joint filler the full depth of the slab. Hold back filler 1/2-inch from top of slab.
3. Joint sealant or caulk shall match color of concrete; caulking shall not extend above level of pavement.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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-2-
REVISION OF SECTION 608
SIDEWALKS
B. Score Joints.
1. Construct sawcut and tooled score joints as detailed on the plans.
2. Score joints shall be ¼ of paving depth.
3. Tooled joints to have a 1/4-inch radius and shall not incorporate a trowelled edge except where
indicated on the drawings. Score joints into plastic concrete during finishing operations.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
Concrete Sidewalk (6 Inch) SY
The price all pay items shall be full compensation for furnishing and placing all materials including excavation,
concrete, forms, joint materials, reinforcement, tooling and finishing.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 608
CONCRETE CURB RAMP
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the
plans and in accordance with the plans.
Subsection 608.02 shall include the following:
Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be
prefabricated by the manufacturer as a pattern on cast steel pavers.
Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed,
shall be capable of producing the pattern of domes as shown on the plans.
Pavers shall meet the requirements of ASTM C 902 or ASTM C 936.
Alternate materials may be used, if pre-approved by the Engineer. The Contractor shall submit a sample of the
product, the name of the selected supplier, and documentation that the product meets all contrast requirements and
will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known
vendors of alternate products include but are not limited to the following:
Vendor Name Product Phone Numbers
TMA Construction Supply
CAST in TACT Warning
Panels
303-295-6050
East Jordan Iron Works, Inc. Truncated Dome Plates
800-626-4653
Neenah Foundry Detectable Warning Plate 800-558-5075
The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the
adjoining surface. The contrast shall be verified using the following equation:
Contrast = B1− B2 ×100
B1
CITY OF FORT COLLINS
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Where B1 = Light Reflectance Value (LRV) of the lighter area
B2 = LRV of the darker area
Absolute black and white will not be permitted.
-2-
REVISION OF SECTION 608
CONCRETE CURB RAMP
The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the
Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been
met, along with a sample paver, to the Engineer for approval.
Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured
from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall
conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144.
Subsection 608.03 shall include the following:
(g) Detectable Warnings. Pre-fabricated pavers for detectable warnings shall be brought to the site in steel banded,
plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall
be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are
damaged during transport or delivery will be rejected and shall be replaced at the Contractor’s expense. Minor
cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver
or the overall pattern of truncated domes will not be deemed as grounds for rejection.
The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an
appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be
placed to stay ahead of laid pavers
Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the
predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the
truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the
curb ramp and the detectable warning.
When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall
bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial
dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed in
such a manner that the domes on the cut sections will not significantly impact the overall pattern of the
truncated domes.
CITY OF FORT COLLINS
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The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator
shall be in accordance with manufacturer’s recommendations, or as directed by the Engineer. All pavers that
are damaged during embedment shall be replaced at the Contractor’s expense.
Joint spacing between paver units shall be in accordance with the manufacturer’s recommendations, or as
approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by
sweeping.
(h) Alternate products. Alternate materials shall be installed in accordance with manufacturer’s recommendations.
The concrete surface to which alternate materials are to be applied shall be prepared in accordance with
manufacturer’s recommendations. Material requirements, color and application shall be in accordance with
manufacturer’s recommendations and as approved by the Engineer.
-3-
REVISION OF SECTION 608
CONCRETE CURB RAMP
Subsection 608.05 shall include the following:
Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials
necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be
included in the work.
Subsection 608.06 shall include the following:
Pay Item Pay Unit
Concrete Curb Ramp Square Yard
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
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REVISION OF SECTION 609
CURB AND GUTTER
Section 609 of the Standard Specifications is hereby revised for this project as follows:
Subsection 609.02 shall include the following:
All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one
week prior to the beginning of construction.
Concrete mixes will be subject to inspection and tests as required to assure compliance with quality requirements.
Subsection 609.06 shall include the following:
Pay Item Pay Unit
Curb and Gutter Type 2 (Section I-B) LF Curb
and Gutter Type 2 (Section II-B) LF
Curb and Gutter Type 2 (Section II-M) LF
Curb Type 4 (Section B) LF
Curb Median (Special) LF
The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials,
reinforcement, tooling and finishing.
SECTION 621
DETOUR PAVEMENT
Section 621 is hereby added to the Standard Specifications for this project and shall include the following:
DESCRIPTION
This work shall consist of construction of detour pavement as shown on the plans. It is the intent of the City that
this item include all work and materials necessary to provide a detour roadway meeting or exceeding the
requirements as contained herein and as shown on the plans.
MATERIALS
The Contractor shall be responsible for quality control required to assure adequate quality of Hot Mix Asphalt used
in the construction of the detour.
CONSTRUCTION REQUIREMENTS
CITY OF FORT COLLINS
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Detour pavement construction shall include grading, embankment material, planing and other items of work
necessary for the construction of detour pavement. The Contractor shall construct temporary ditches, temporary
culvert pipe, and maintain existing storm sewer necessary for the control of storm drainage. Detour pavement
thickness shall be at least the thickness shown on the plans. The Contractor shall remove the detour pavement
when it is no longer needed to maintain traffic.
Earthwork shall be constructed in accordance with the requirements of Section 203.
The Contractor shall maintain the detour for the entire period that it is open to traffic. Any distress that affects the
ride, safety or serviceability of the detour roadway shall be corrected immediately at the Contractor’s expense as
directed by the Engineer.
The Contractor shall provide smooth pavement transitions between new and existing roadways. Transverse joints
between new and existing pavement shall be constructed with Hot Mix Asphalt. Grade differences shall not
exceed 4% break-over. Longitudinal joints which have a vertical drop-off of one inch or greater shall be tapered
with Hot Mix Asphalt. Tapers shall be 8 horizontal to 1 vertical or flatter.
METHOD OF MEASUREMENT
Detour Pavement will be measured by the square yard of hot mix asphalt placed in the detour.
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SECTION 621
DETOUR PAVEMENT
BASIS OF PAYMENT
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appears
in the bid schedule.
Pay Item Pay Unit
Detour Pavement Square Yard
Embankment used in the detour that will become part of the ultimate roadway embankment will be measured and
paid for in accordance with Section 203. Placement of other embankment required for the detour and removal of
excess embankment when the detour is removed will not be paid for separately, but shall be included in the price
of detour pavement.
All work necessary and incidental to the construction, maintenance, and removal of the detour pavement,
including grading, temporary drainage facilities, temporary embankment material, asphalt, and planing will not be
measured and paid for separately but shall be included in the work.
REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
Section 623 of the Standard Specifications is hereby revised for this project as follows:
CITY OF FORT COLLINS
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Subsection 623.02 shall include the following:
The contractor shall perform the excavation and backfill for the irrigation tap to the water line. The City of Fort
Collins shall provide the physical tap of the water line.
Subsection 623.04 shall include the following:
Contractor shall install a Weathermatic SL4800 Control system as specified in the irrigation plans & details per
City of Fort Collins standards. Coordinate with City of Fort Collins as required.
Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the
identification number (see drawings) of the remote control valve to which the control wire is connected.
In subsection 623.07(a) delete the first paragraph and replace with the following:
(a) Pop-up spray Sprinklers. The pop-up spray sprinkler body, stem, screen, and nozzle shall be constructed of
heavy duty plastic.
Subsection 623.10 shall include the following:
Plastic and Copper water lines listed below shall be paid for under section 619.
Subsection 623.10 (a) shall include the following:
Identify all pipe with the following indelible markings:
(a) Manufacturer’s Name.
(b) Nominal pipe size.
(c) Schedule of class.
(d) Pressure rating
(e) NSF (National Sanitation Foundation) seal of approval.
(f) Date of extrusion.
Delete subsection 623.10 (b) and replace with the following:
(b) Lateral Line Pipe. Lateral line pipe shall be Class 200 PVC manufactured from virgin polyvinyl chloride (PVC)
compound in accordance with ASTM standards D2241 and D1784, cell classification 12454-B, Type I, Grade I.
Fittings shall be standards weight Schedule 40 injection molded PVC conforming to ASTM D1784 and D2466, cell
classification 12454-B.
Subsection 623.10 (c) replace with the following:
CITY OF FORT COLLINS
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Drip irrigation laterals to pots, use UV radiation resistant polyethylene pipe manufactured from Prime Union
Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum
of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe.
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REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
Delete Subsections 623.10 (d), and 623.10 (e).
Subsection 623.10 shall include the following:
(f) Copper pipe: Pressure supply line from point-of-connection through backflow preventer shall be Type "K"
rigid conforming to ASTM Standard B88.
Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5%
antimony solder.
(g) Joint Cement and Primer –Weldon P-70 Primer and Weldon 711 Gray Glue or Weldon 725 Wet and Dry
Glue will be allowed.
(h) Irrigation Roadway and sidewalk sleeves. Lateral line pipe shall be Class 200 PVC manufactured from
virgin polyvinyl chloride (PVC) compound in accordance with ASTM standards D2241 and D1784, cell
classification 12454-B, Type I, Grade I.
Delete Subsections 623.1 (c), 623.11 (d), and 623.11 (e).
Delete Subsection 623.11 (f) and replace with the following:
(f) Mainline Isolation Valves. Gate valves for 3/4-inch through 2-1/2-inch Pipe – Brass construction; solid wedge,
IPS threads, and non-rising stem with square operating nut.
Delete Subsection 623.13.
Subsection 623.23 First Sentence shall read as follows:
“After installation of…for leaks after a minimum 120 PSI static pressure…for four hours in a hydro static test.”
Subsection 623.23 shall include the following:
The contractor shall conduct pressure tests in the presence of the Engineer or Engineer’s representative. The
Contractor shall give 72 hour notice prior to testing. The test is acceptable if no loss of pressure is evident during
the test period. The Contractor shall retest system until test pressure can be maintained for the duration of the
test.
Subsection 623.26 shall include the following:
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The Contractor shall provide a valve sequencing chart for each automatic controller installed. Charts shall not be
prepared until as-builts plans have been approved by the Engineer. Charts shall be installed on the automatic
controller door with photo reduction prints of the as-builts plans. Reduction prints shall be kept to the largest size
possible to retain full legibility.
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REVISION OF CDOT SECTION 623
IRRIGATION SYSTEM
A readable print of the as-built plans shall be provided showing the area covered by the automatic controller. The
area of coverage of each control valve shall be identified using a distinctly different pastel color, drain over the
entire area of coverage.
In Subsection 623.30, second paragraph, delete item (4) and replace with the following:
(4) Two of each Type of Valve box
Subsection 623.30 shall include the following:
One set of special tools required for removal, disassembling and adjusting each type of sprinkler head and valve
installed.
Two keys for each automatic controller enclosure.
In Subsection 623.32, delete the second and third paragraphs.
Under Subsection 623.33, add the following items:
Pay Item Pay Unit
Irrigation System LS
REVISION OF SECTION 625
CONSTRUCTION SURVEYING
Section 625 of the Standard Specifications is hereby revised for this project as follows:
Subsection 625.01 is hereby revised to include the following:
The City of Fort Collins will provide all construction survey staking for the project.
The Contractor must submit a survey request form to the City Surveyors a minimum of 72 hours prior to needing
any surveying.
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If the requested survey cannot be accomplished in the time frame requested by the Contractor and it will affect the
critical path on the construction schedule, the City will utilize a Contract Surveyor at the owner’s expense.
Should a sudden change in the Contractor’s operations or schedule require the survey personnel to work overtime,
the Contractor shall pay the additional overtime expense.
The Contractor shall specify the offsets required for each survey item. This information shall be provided at the
pre-construction meeting.
All survey staking destroyed by the Contractor, vandalism or by any other reason will be replaced at the
Contractor’s expense. The Contractor’s designated representative will be required to authorize any requested
restaking or additional services at the time the services are completed. Services designated as extra will be billed at
an hourly rate per the prevailing rate schedule of the surveyor.
The Contractor shall be responsible for transferring the information from the construction staked to any necessary
forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in
accordance with the information on the stakes and grade sheets supplied by the owner.
All existing survey monuments and property corner located outside of the project grading limits as defined on the
plans that are damaged or destroyed by the Contractor will be replaced at the Contractor’s expense.
The Contractor shall have supervision, knowledge of the project requirements and proper installation, and
construction procedures, available in the field at all times that work is progressing.
All existing survey monuments and property corners located within the project grading limits which are intended to
remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary
monuments, property corners, and section corners will be adjusted or replaced by the City for this project.
1. Control
Location of horizontal and vertical control points will be provided at approximately 1000-foot intervals.
Monuments will be set outside the limits of construction.
2. Easements and Right of Way
Temporary construction easements (TCE) and those portions of right of way between TCE’s will be staked at
100 foot intervals on tangents, PCs, 50 foot intervals on curves, angle points and corner points.
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REVISION OF SECTION 625
CONSTRUCTION SURVEYING
3. Excavation and Embankment
a. One set of slope stakes at 50-foot intervals (stations) on each side of the proposed road including
intersections. Staking information to include cut/fill for
• “limit of cut” or “limit of fill” location
• decision point (ditch flowline or grade break)
• edge of pavement
• roadway centerline
b. One set of shoulder and/or curb stakes at 50-foot stations on each side of the road including
intersections.
c. One set of slope or shoulder stakes for the grading of each driveway and field access.
d. Ditch grades shall be defined by the slope staking described above.
1. Storm Drainage
Applies to underdrains
2. Utility Crossing
One set of offset stakes for the utility conduit crossings.
3. Subgrade and Paving
a. One set of blue top subgrade stakes at 50-foot stations on tangents, PCs and PT’s after
completion of the subgrade preparation. Stakes to be set at 25-foot stations for horizontal
curves with radius less than 1,000 feet and at all vertical curves. Blue tops will be set on
centerline and the edge of pavement on both sides of the roadway. These blue tops will
remain in place to be used for the aggregate base course or paving operations.
4. Signs
One set of stakes to locate each sign.
5. Delineators N/A
6. Striping
The City of Fort Collins will provide layout of all temporary pavement striping. The City of Fort
Collins will provide layout for the permenant striping.
7. Mailboxes, Newspaper Boxes and Address Posts
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No survey will be provided. The Contractor shall reset all mailboxes, newspaper boxes and
address posts per agreement with the property owner and approval by the Engineer.
8. Property Corners and Section Corners
Reset property corners located along the right of way and section corners within the project
grading limits.
REVISION OF SECTION 630
PORTABLE MESSAGE SIGN PANEL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
This work includes furnishing, operating, and maintaining a portable message sign panel.
Add subsection 630.031 immediately following subsection 630.03 as follows:
630.031 Portable Message Sign Panel. Portable message sign panel shall be furnished as a device fully self
contained on a portable trailer, capable of being licensed for normal highway travel, and shall include leveling
and stabilization jacks. The panel shall display a minimum of three - eight character lines. The panel shall be a
dot-matrix type with an LED legend on a flat black background. LED signs shall have a pre-default message that
activates before a power failure. The sign shall be solar powered with independent back-up battery power. The
sign shall be capable of 360 degrees rotation and shall be able to be elevated to a height of at least five feet above
the ground measured at the bottom of the sign. The sign shall be visible from one-half mile under both day and
night conditions. The message shall be legible from a minimum of 750 feet. The sign shall automatically adjust
its light source to meet the legibility requirements during the hours of darkness. The sign enclosure shall be
weather tight and provide a clear polycarbonate front cover.
Solar powered message signs shall be capable of operating continuously for 10 days without any sun. All
instrumentation and controls shall be contained in a lockable enclosure. The sign shall be capable of changing
and displaying sign messages and other sign features such as flash rates, moving arrows, etc.
Each sign shall also conform to the following:
(1) In addition to the onboard solar power operation with battery back-up, each sign shall be capable of operating
on a hard wire, 100-110 VAC, external power source.
(2) All electrical wiring, including connectors and switch controls necessary to enable all required sign functions
shall be provided with each sign.
(3) Each sign shall be furnished with an operating and parts manual, wiring diagrams, and trouble-shooting
guide.
(4) Each sign shall be furnished with an attached license plate and mounting bracket.
(5) Each sign shall be wired with a 7-prong male electric plug for the brake light wiring system.
Subsection 630.13 shall include the following:
CITY OF FORT COLLINS
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REVISION OF SECTION 630
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The portable message sign panel shall be on the project site at least 5 working days prior to the start of active
roadway construction. Maintenance, storage, operation, relocation to different sites during the project, and all
repairs of portable message sign panels shall be the responsibility of the Contractor.
Subsection 630.15 shall include the following:
Portable message sign panels will be measured one of the two following ways:
(1) By the actual number of days each portable message sign is used on the project as approved by the Engineer.
(2) By the maximum number of approved units in use on the project at any one time.
PORTABLE MESSAGE SIGN PANEL
Subsection 630.16 shall include the following:
Pay Item Pay Unit
Portable Message Sign Panel Day
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REVISION OF SECTION 630
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CONSTRUCTION ZONE TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
Construction Zone Traffic Control items have been included for Traffic Control Inspection, Traffic Control
Management, Concrete Barrier (Temporary), and Construction Traffic Signs. Secondary line items for flagging
and portable message signs have been included in the project under the line items “Flagging” and “Portable
Message Sign Panel”. These line items are intended for flagging and portable message sign panels necessary for
the construction zone traffic control for the project. The City will direct when additional flagging and portable
message sign panels are to be used on the project.
Subsection 630.10 shall include the following after the first paragraph:
The Contractor’s Superintendent and all others serving in a similar supervisory capacity shall have completed a
CDOT-approved two-day Traffic Control Supervisor training as offered by the CCA. The one-day ATSSA Traffic
Control Technician (TCT) training along with the two-day ATSSA Traffic Control Supervisor training will serve
as an alternate. If the alternate is chosen, the Contractor shall provide written evidence that at least an 80 percent
score was achieved in both of the two training classes. The certifications of completion or certifications of
achievement for all appropriate staff shall be submitted to the Engineer at the preconstruction conference.
If the Traffic Control Supervisor is replaced during the project, the Engineer shall be given a minimum of one (1)
week notice and qualifications shall be submitted for approval of the Traffic Control Supervisor’s replacement.
Subsection 630.10(a) shall include the following:
For this project, a MHT shall be prepared and submitted for approval to the City Traffic Division by 12:00 noon,
two working days prior to the commencement of work for simple lane closures. (Note: MHT’s for work done on
Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.). Facsimiles of plans shall not be
allowed. No phase of the construction shall start until the MHT has been approved. Failure to have an approved
MHT shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all
work and materials at that location, with no adjustment in the contract time.
Subsection 630.14 shall include the following:
Additional flagging requested by others, including City Departments and utility representatives, must be approved
by the Engineer prior to performing the work.
Subsection 630.16 shall be revised as follows:
The Contractor shall supply and pay all costs associated with the traffic control for this project.
CONSTRUCTION ZONE TRAFFIC CONTROL
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REVISION OF SECTION 630
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The accepted quantities will be paid for at the contract unit price for each of the pay items listed below:
Pay Item Pay Unit
Flagging Hour
Traffic Control Inspection Day
Traffic Control Management Day
Concrete Barrier (Temporary) LF
Traffic Control Lump Sum
Individual traffic control devices, labor required to erect and maintain traffic control in accordance with approved
MHT’s, and Traffic Control Supervisor will not be measured and paid for separately, but shall be included in the
cost for Construction Zone Traffic Control.
The flaggers shall be provided with communication devices (no cell phones) when required. These devices will
not be measured and paid for separately, but shall be included in the Work.
The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but
shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and
paid for separately, but shall be included in the Work.
The Contractor may provide larger construction traffic signs than those typically used in accordance with the
MUTCD, if approved; however, no additional payment will be made for the larger signs. The City shall not
be responsible for any losses or damage due to theft or vandalism.
Work Hours: Work hours are 7 AM to 6 PM, Monday through Friday. Extended hours and weekend work are
anticipated and will be permitted with written approval from the Project Manager. Night time work shall be
permitted with written approval from Project Manager. Work shall be permitted on holidays with written
approval from the Project Manager. Work requests beyond working hours must be submitted to the Project
Manager a minimum of (5) working days prior to the request date.
Night and weekend work will be allowed with 5 days prior notice to the Project Manager. All costs associated
with nighttime work will be incidental to the work.
Work Zone Phasing: The City has provided Phasing Plans, for informational purposes only, as a suggested way
to construct the project. The Contractor will be required to submit Construction Phasing Plans to the City, for
approval, prior to the start of construction. The Contractor will maintain through lanes and turn lanes, generally
as they are depicted in the Phasing Plans. North Shields Street will be closed for a duration common to Larimer
County Project No. 1153-094. The Contractor will be responsible to provide local access for residents and
businesses and construction traffic between Vine Drive and the Poudre River. The City will concurrently allow a
full closure of the east intersection leg during Phase One. The traffic signal system can be removed as soon as the
Phase One traffic control is in place. All future phases must accommodate all traffic movements. See Section 105
Control of Work for more details.
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FORCE ACCOUNT ITEMS
DESCRIPTION
This special provision contains the Department's estimate for force account items included in the Contract. The
estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the
performance and payment bonds. Force Account work shall be performed as directed by the Engineer.
BASIS OF PAYMENT
Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all
work necessary to complete the item.
Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply
with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the
Contractor.
Estimated
Force Account Item
Quantity Amount
* F/A Minor Contract Revisions F.A. $ 60,000
F/A Fuel Cost Adjustment F.A. $ 8,000
F/A Asphalt Cement Cost Adjustment F.A. $ 15,000
F/A Erosion Control F.A. $ 2,500
F/A Partnering F.A. $ 2,500
F/A On-the-Job Trainee F.A. $ 960
F/A Minor Contract Revisions – Payments are for contract adjustments authorized through contract modification
orders.
F/A Fuel Cost Adjustment – Adjustment to the contract to accommodate fluctuations in fuel prices in accordance
with Revision of Section 109.
F/A Asphalt Cement Cost Adjustment – This incentive is for Asphalt Cement Cost Adjustment that will be made
in accordance with Revision of Section 109.
F/A Erosion Control – This work shall include all necessary work and materials for erosion control items not
identified in the plans and at the Engineer’s direction. Payment will be made based on time and materials used to
perform the work. Work must be performed in a workmanlike manner and properly scheduled to minimize cost
and inconvenience to the City and the adjacent property owners. The Force Account shall also be used to pay for
any additional BMPs or testing which may be required by future changes to the current storm water regulations
by either EPA or CDPHE and could include future effluent limits.
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REVISION OF SECTION 630
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F/A On-the-Job Trainee payment is made for cost of maintaining on-the-job training program in compliance with
the provisions of On-The-Job Training in the Standard Special Provisions.
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TRAFFIC CONTROL PLAN – GENERAL
The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.10.
The components of the Traffic Control Plan (TCP) for this project are included in the following:
(1) Subsection 104.04 and Section 630 of the specifications.
(3) City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices,
2009 Edition, or applicable statutory requirements of authority having jurisdiction. Fort Collins
Handbook takes precedence over Manual of Uniform Traffic Control Devices.
(4) Standard Plan S-630-1, Revised December 8, 2014, Traffic Controls for Highway Construction, Case
No.
2, 18, 19, 20, 24 and Standard Plan S-630-2.
(5) Traffic Control Notes and Tabulation of Traffic Control Devices of the plans (6) Construction Phasing
Plans of the plans
Special Traffic Control Plan requirements for this project are as follows:
A. The Contractor will provide all construction traffic control for the project. The Contractor shall
coordinate all construction phasing and construction traffic control requests with the City Traffic Dept.
Submittals for major project phases shall be made at least three weeks before implementation of any
element of the plan. Adjustments to the approved plan may be required by the Owner based on actual
traffic operation.
B. No work interfering with traffic flow shall be permitted during the hours of 7:00 AM to 6:00 PM unless
authorized in writing by the Traffic Engineer.
C. Road closures will follow the phasing plan provided in the construction documents and plans, unless
approved otherwise by the City of Fort Collins.
D. The Contractor shall maintain pedestrian and bicycle movements through the project site and the
surrounding trails. The Traffic Control plan shall address the method of handling these movements.
E. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction
site.
F. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and
equipment.
G. Keep fire hydrants and water control valves free from obstruction and available for use at all times.
H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and
drives.
I. Provide and maintain continual temporary access for businesses and residences.
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J. Roadway Usage Between Operations – At all times when work is not actually in progress, Contractor
shall make passable and shall open to traffic such portions of the project and temporary roadways or
portions thereof as may be agreed upon between Contractor and Owner and all authorities having
jurisdiction over any properties involved.
K. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time,
unless directed.
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TRAFFIC CONTROL PLAN – GENERAL
L. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic
Engineering and Electric Departments to assure that work activities by those departments are coordinated
with the Contractor’s activities. At the least 48 hours notice is required.
M. The Contractor shall maintain 12’ lanes throughout the project.
N. The Contractor shall provide a flagger for equipment, trucks, or other pertinent construction equipment
entering or leaving the construction area into traffic at all times.
O. During the construction of this project, the Contract must maintain business and resident access at all
times.
The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless
directed.
Prior to starting construction, the Contractor shall notify the City of Fort Collins Traffic Engineer of the date the
Contractor intends to start construction.
All costs incidental to the foregoing requirements shall be included in the original contract prices for the project.
UTILITIES
Known utilities within the limits of this project are:
UTILITY CONTACT PHONE E-MAIL
CenturyLink Bill Johnson
(970) 490-7501 (w)
(970) 377-6436 (c) william.johnson@centurylink.com
City of Fort Collins –
Fiber Optic Clint Reetz
(970) 221-6326 (w)
(970) 690-9848 (c) creetz@fcgov.com
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City of Fort Collins –
Light and Power
Janet McTague
Luke Unruh
(970) 224-6154 (w)
(970) 416-2724 (w)
mctague@fcgov.com
lunruh@fcgov.com
City of Fort Collins –
Stormwater Glen Schlueter (970) 224-6065 (w) gschlueter@fcgov.com
City of Fort Collins –
Water Utilities Andrew Gingerich (970) 221-6232 agingerich@fcgov.com
Comcast Don Kapperman (970) 567-0245 (w) don_kapperman@cable.comcast.com
East Larimer County
(ELCO) Water District Randy Siddens
(970) 493-2044 (w)
(970) 690-9848 (c) randys@elcowater.com
Platte River Power
Authority (PRPA) Mike Slavick (970) 229-5390 (w) slavickm@prpa.org
Xcel Energy Stephanie Rich (970) 225-7828 (w) stephanie.rich@xcelenergy.com
The work described in these plans and specifications requires coordination between the Contractor and the utility
companies in accordance with subsection 105.11 in conducting their respective operations as necessary to
complete the utility work with minimum delay to the project.
PART 1 - CONTRACTOR SHALL PERFORM THE WORK LISTED BELOW:
Coordinate project construction with the performance by the utility owner of each utility work element listed in
Part 2 below. Perform preparatory work specified in Part 2 for each utility work element, including asphalt
pavement removal for the City Water and ELCO waterline relocations. Provide an accurate construction
schedule that includes all utility work elements to the owner of each impacted utility. Provide each utility owner
with periodic updates to the schedule. Conduct necessary utility coordination meetings, and provide other
necessary accommodations as directed by the Engineer. Notify each utility owner in writing, with a copy to the
Engineer, prior to the time each utility work element is to be performed by the utility owner. Provide the notice
the number of days specified in Part 2 immediately prior to the time the utility work must be begun to meet the
project schedule.
Provide traffic control, as directed by the Engineer, for any utility work by the utility owner expected to be
coordinated with construction. However, traffic control for utility work outside of typical project work hours
shall be the responsibility of the utility owner.
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Perform each utility work element for every utility owner listed here in Part 1. Notify each utility owner in
advance of any work being done by the Contractor to its facility, so that the utility owner can coordinate its
inspections for final acceptance of the work with the Engineer.
Project Limits – All Utility Owners
Prior to excavating, the Contractor shall positively locate all potential conflicts with existing underground utilities
and proposed construction, as determined by the Contractor according to proposed methods and schedule of
construction. The Contractor shall modify construction plans to avoid existing underground facilities as needed,
and as approved by the Engineer. Please note that UNCC marks only its members’ facilities – Other facilities,
such as ditches and drainage pipes may exist, and it is the Contractor’s responsibility to investigate, locate and
avoid such facilities.
City of Fort Collins – Utilities
Contractor to adjust or modify sanitary sewer manholes to proposed grade as shown on the plans.
City of Fort Collins – Water Utilities
Contractor to abandon water lines in Vine Drive as shown in the plans.
Contractor to remove fire hydrant, water valve and pipe at Sta 33+00.17 on the right side of Vine Drive.
Contractor to adjust water manholes and valve boxes as shown on the plans.
Contractor to reset water meters as shown on the plans.
Contractor to install fire hydrant and associated facilities per City Water Construction Detail 3 (attached) at Sta
9+07.27 on the right side of Shields Street and Sta 11+20.03 on the left side of Shields Street.
Contractor to notify City Water Utilities 48 hours in advance of needing ¾” irrigation tap on existing 16” City
water line. Contractor to provide excavation, including trenching and shoring, and backfill for irrigation tap.
PART 2 - UTILITY OWNERS SHALL PERFORM THE WORK LISTED BELOW:
The Contractor shall provide traffic control for any utility work expected to be coordinated with construction, as
directed by the Project Engineer. However, traffic control for utility work outside of typical project work hours
shall be the responsibility of the utility owner. The utility owner shall prepare and submit to the City of Fort
Collins a Method of Handling Traffic for utility work to be performed outside typical project work hours. The
utility owner shall obtain approval of the Method of Handling traffic from the Project Engineer prior to beginning
the utility work to be performed outside typical project work hours.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
UTILITIES
-83-
All utility relocations and/or utility lowerings within the right of way are required to be backfilled with flowable
concrete (flowfill) from the top of the utility to the bottom of the paving section (bottom of aggregate base).
Flowfill is incidental to the work and will not be paid for separately.
City of Fort Collins – Light and Power
City to design and install new underground electric conduit for relocation of City electric lines as shown on the
plans.
-3-
City to relocate associated electric lines and electric vaults as shown on the plans.
City to install new duct bank backbone from just south of the Arthur Ditch through the project footprint on
Shields Street.
City of Fort Collins – Water Utilities
City to design and relocate 12” water lines in Vine Drive in the Phase One closures.
City will install ¾” wet tap for irrigation on the existing 16” water line.
East Larimer County Water District
ELCO to remove existing water line in Vine Drive in the Phase One closures.
ELCO to design and relocate 14” water line in Vine Drive in the Phase One closures.
ELCO to relocate water meter on at 1052 W. Vine Drive.
CenturyLink
Owner to relocate underground fiber optic as shown on the plans.
Owner to relocate underground telephone and associated pedestals as shown on the plans. Owner to remove
and/or relocate associated vaults and switch cabinets as shown on the plans.
Comcast
Owner to relocate underground TV cable and associated pedestals as shown on the plans.
Platte River Power Authority
Owner to relocate PRPA and Poudre School District underground fiber optic and associated vaults as shown on
the plans.
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
UTILITIES
-84-
Xcel Energy
Owner to relocate overhead electric lines underground as shown on the plans.
GENERAL:
The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements") when excavating or
grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at
least two (2) business days, not including the actual day of notice, prior to commencing such operations. The
Contractor shall contact the Utility Notification Center of Colorado (UNCC) at phone no. 811, to have locations
of UNCC registered lines marked by member companies. All other underground facilities shall be located by
contacting the respective owner. Utility service laterals shall also be located prior to beginning excavation or
grading.
The location of utility facilities as shown on the plan and profile sheets, and herein described, was obtained from
the best available information.
All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the
work. -4-
CITY OF FORT COLLINS
PROJECT NO. STU M455-108 RELEASED FOR ADVERTISEMENT – APRIL 17, 2015 CONSTRUCTION
SUBACCOUNT 18877
UTILITIES
-85-
TABLE OF CONTENTS
SUMMARY .................................................................................................................................... 1
PURPOSE AND SCOPE OF WORK ............................................................................................ 2
PROPOSED CONSTRUCTION .................................................................................................... 2
SITE CONDITIONS ...................................................................................................................... 3
SUBSURFACE CONDITIONS ...................................................................................................... 3
LABORATORY TESTING ............................................................................................................. 4
GEOTECHNICAL CONSIDERATIONS ........................................................................................ 5
EXCAVATION AND GRADING CONSIDERATIONS ................................................................... 5
PAVEMENT THICKNESS DESIGN .............................................................................................. 6
PIPELINE RECOMMENDATIONS ............................................................................................. 11
WATER SOLUBLE SULFATES .................................................................................................. 13
ELECTRICAL RESISTIVITY AND BURIED METAL CORROSION............................................ 13
DESIGN AND CONSTRUCTION SUPPORT SERVICES .......................................................... 14
LIMITATIONS ............................................................................................................................. 14
FIG. 1 - LOCATIONS OF EXPLORATORY BORINGS
FIG. 2 - LOGS OF EXPLORATORY BORINGS AND LEGEND AND NOTES
FIGS. 3 through 5 – SWELL-CONSOLIDATION TEST RESULTS
FIG. 6 - GRADATION TEST RESULTS
FIG. 7 – LABORATORY RESISTIVITY RESULTS
FIG. 8 – MOISTURE-DENSITY RELATIONSHIPS
TABLE I - SUMMARY OF LABORATORY TEST RESULTS
AAPENDIX - DARWin™ AND RIGID PAVEMENT DESIGN CALCULATIONS
SUMMARY
1. The subsurface conditions encountered in the borings consisted of natural overburden
soils overlain by composite pavement sections consisting of 4.5 to 5 inches of asphalt
surfacing over about 2 inches of aggregate base course. The natural overburden soils
generally consisted primarily of clayey sands and lean clays with variable sand content,
and occasional deeper, poorly graded sands. Based on sampler penetration resistance,
the sands were medium dense to dense with isolated loose and very dense zones, and
the lean clays were stiff to hard.
Groundwater was not encountered in the borings during drilling, and the borings were
backfilled after completion of drilling. Based on relatively low in situ moisture contents of
the soils encountered in the borings, stabilized groundwater is anticipated to be relatively
deep at the site. However, seasonal groundwater perched above shallow clay zones
may occur following precipitation or snow melt.
2. Based on the data from the field exploration and laboratory testing programs, we believe
site subsurface conditions are conducive to support new pavements with limited
subgrade preparation. The anticipated pavement subgrade soils exhibited generally low
swell potential, and subgrade preparation consisting of scarification, moisture
conditioning and compaction of the upper 12 inches of the existing site soils should be
appropriate.
3. The following table presents the minimum pavement thickness recommendations for the
project:
Location
Full Depth
HMA
(inches)
Composite
HMA/ ABC
(inches)
PCCP
(inches)
Vine Drive West of
Shields Street 10.5 7.5/11.0 7.5
Vine Drive East of Shields
Street 10.5 7.5/11.0 7.5
Shields Street North of
Vine Drive 11.5 7.5/16.0 8.5
Shields Street South of
Vine Drive 10.5 7.5/11.0 8.0
Intersection of Vine Drive
and Shields Street 12.5 7.5/20.0 9.5
HMA = Hot mix asphalt
ABC = Aggregate base course
PCCP = Portland cement concrete pavement
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PURPOSE AND SCOPE OF WORK
This report presents pavement thickness design recommendations for the improvements to the
intersection of West Vine Drive and North Shields Street in Fort Collins,,Colorado. The project
site is shown on Fig. 1. The study was conducted in general accordance with the scope of work
outlined in our Subconsultant Agreement with Wilson & Company, Inc.
A field exploration program consisting of exploratory borings was conducted to obtain
information on subsurface conditions. Samples of the soils obtained during the field exploration
program were tested in the laboratory to determine their classification and engineering
characteristics. The results of the field exploration and laboratory testing programs were
analyzed to develop geotechnical engineering recommendations for use in design and
construction of the proposed intersection improvements.
This report has been prepared to summarize the data obtained during this study and to present
our conclusions and recommendations based on the proposed construction and the subsurface
conditions encountered. Design parameters and a discussion of geotechnical engineering
considerations related to construction of the proposed intersection improvements are included in
the report.
PROPOSED CONSTRUCTION
We understand that the intersection will be converted to a single-lane roundabout. Construction
of the roundabout will include roadway improvements extending approximately 250 to 300 feet
from the center of the intersection in the east, south and west directions, and approximately 600
feet to the north. Improvements include widening of the roadways, realignment of the
approaches to the intersection and associated sidewalks, construction of bike paths, and
possible relocation and/or upgrading of existing buried utilities. Grade changes are anticipated
to be minor. Existing pavement will be replaced with new asphalt and/or concrete pavement
sections.
If the proposed construction varies significantly from that generally described above or depicted
in this report, we should be notified to reevaluate the conclusions and recommendations
provided herein.
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SITE CONDITIONS
The project site is located in the northwest portion of Fort Collins and about a third of a mile
south of the Cache La Poudre River. At the time of this study, the subject roadway segments
consisted of two-lane, asphalt-paved arterials with asphalt- and gravel-surfaced shoulders. The
roadways and surrounding areas are relatively flat, with site grades generally sloping gradually
down toward the north-northwest with an overall grade change of less than 10 feet. There are
generally minor grade differences beyond the roadway shoulders. Portions of the surrounding
properties north of Vine Drive are apparently located within the 100-year flood zone of the
Cache La Poudre River.
SUBSURFACE CONDITIONS
The subsurface conditions at the site were explored by drilling five (5) exploratory borings to
depths of about 10 feet below ground surface. The approximate locations of the exploratory
borings are shown on Fig. 1. Graphic logs of the borings are presented on Fig. 2, along with a
legend and associated explanatory notes describing the soils encountered.
The exploratory borings were advanced through the overburden soils using solid, 4-inch-
diameter continuous-flight augers. Samples of the soils encountered in the borings were
obtained with a 2-inch diameter California-type drive sampler driven into the various strata with
blows from a 140-pound hammer falling 30 inches. This sampling procedure is similar to the
standard penetration test (SPT) described by ASTM D 1586. Penetration resistance values,
when properly evaluated, indicate the relative density or consistency of the soils encountered.
Subsurface Soil and Bedrock Conditions: The subsurface conditions encountered in the borings
consisted generally of natural overburden soils. Although not identified in the borings, minor fills
consisting of locally derived soils may be present in places. Composite pavement sections
consisting of asphalt over an aggregate base course layer were encountered at the boring
locations. The asphalt surfacing ranged in thickness from about 4.5 to 5 inches at the boring
locations, and the thickness of the aggregate base course layer was estimated to be about 2
inches at all of the boring locations.
The natural overburden soils generally consisted primarily of clayey sands and lean clays with
variable sand content, and occasional deeper, poorly graded sands. The sands were fine to
coarse grained with occasional gravel, slightly moist to moist, and brown to red-brown. The
lean clays consisted of lean clay with sand to sandy lean clay with isolated gravel and were
moist and brown to red-brown. Based on sampler penetration resistance, the sands were
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medium dense to dense with isolated loose and very dense zones, and the lean clays were stiff
to hard.
Groundwater Conditions: Groundwater was not encountered in the borings during drilling, and
the borings were backfilled after completion of drilling. Based on relatively low in situ moisture
contents of the soils encountered in the borings, stabilized groundwater is anticipated to be
relatively deep at the site. However, seasonal groundwater perched above shallow clay zones
may occur following precipitation or snow melt.
LABORATORY TESTING
Laboratory testing was performed on selected soil samples obtained from the borings to
determine soil moisture content, dry density, gradation, Atterberg limits, swell-consolidation
characteristics, concentration of water soluble sulfates, pH, electrical resistivity, moisture-
density relationship (standard Proctor), and R-value (Hveem Stabilometer). The results of the
laboratory tests are shown to the right of the logs on Fig. 2 and summarized in Table 1. The
results of specific laboratory tests are graphically plotted on Figs. 3 through 8. The testing was
conducted in general accordance with recognized test procedures, primarily those of the
American Society for Testing of Materials (ASTM) and the American Association of State
Highway and Transportation Officials (AASHTO).
Swell-Consolidation Testing: Swell-consolidation tests were conducted on samples of the
natural clayey sand and lean clay soils in order to determine their compressibility and swell
characteristics under loading and when submerged in water. Each sample was prepared and
placed in a confining ring between porous discs, subjected to a surcharge pressure of 200 psf,
and allowed to consolidate before being submerged. The sample height was monitored until
deformation practically ceased under each load increment.
Results of swell-consolidation tests are presented on Figs. 3 through 5 as plots of the curve of
the final strain at each increment of pressure against the log of the pressure. Based on the
results of the laboratory swell-consolidation testing and the criteria outlined in the Larimer
County Urban Area Street Standards, the tested soils generally exhibited low swell potential
(less than 1%) when wetted under the applied surcharge pressure. One sample of lean clay
with sand exhibited medium swell potential (less than 2%).
Index Properties: Samples were classified into categories of similar engineering properties in
general accordance with the Unified Soil Classification System. This system is based on index
properties, including liquid limit and plasticity index and grain size distribution. Values for
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moisture content, dry density, liquid limit and plasticity index, and the percent of soil passing the
U.S. No. 4 and 200 sieves are presented in Table I and adjacent to the corresponding sample
on the boring logs. A grain size distribution curve is presented on Fig. 6.
GEOTECHNICAL CONSIDERATIONS
Based on the data from the field exploration and laboratory testing programs, we believe site
subsurface conditions are conducive to support new pavements with limited subgrade
preparation. The anticipated pavement subgrade soils exhibited generally low swell potential,
and subgrade preparation consisting of scarification, moisture conditioning and compaction of
the upper 12 inches of the existing site soils should be appropriate.
EXCAVATION AND GRADING CONSIDERATIONS
Temporary Excavations: We assume that the site excavations will be constructed by generally
over-excavating the side slopes to a stable configuration where enough space is available. All
excavations greater than 4 feet in depth should be constructed in accordance with OSHA
requirements, as well as state, local and other applicable requirements. The natural granular
overburden soils classify as OSHA Type C soils, and the natural lean clays classify as OSHA
Type B soils.
Groundwater was not encountered in the borings at the time of exploration. However, it is
possible that some seasonal perched groundwater conditions may be encountered, particularly
where lean clay lenses and layers are present. If encountered, we believe that dewatering can
generally be effectively handled using trenches and sumps within the excavations.
Surface water runoff into the excavations can act to erode and potentially destabilize the trench
slopes and result in soft ground conditions along the trench bottom, and should not be allowed.
Diversion berms and other measures should be used to prevent surface water runoff into the
trenches from occurring. If significant runoff into the excavations does occur, further excavation
to remove and replace the soft subgrade materials or stabilize the slopes may be required.
Permanent Cut and Fill Slopes: Based on our experience with soils similar to those
encountered on the site, we recommend that permanent fill slopes and cuts in existing
overburden soils be constructed no steeper than 2H:1V based on stability requirements and
3H:1V for reducing erosion susceptibility. No formal stability analyses were performed to
evaluate the slopes recommended above. Published literature and our experience with similar
cuts and fills indicate the recommended slopes should have adequate factors of safety. If a
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detailed stability analysis is required, we should be notified. The risk of slope instability will be
significantly increased if seepage is encountered in cuts, and a stability investigation should be
conducted to determine if the seepage will adversely affect the cut.
Slopes of 2H:1V constructed of or excavated in on-site natural soils are expected to be
moderately to highly susceptible to surface erosion under moderate sheet flows and highly
susceptible to erosion under concentrated flows. Susceptibility to erosion can be limited by
constructing the slopes at flatter inclinations, as recommended above, by establishing an
appropriate vegetative cover or providing appropriate erosion protection, and by diverting runoff
away from the slopes.
To provide a uniform base for fill placement, the ground surface underlying all fills should be
carefully prepared by removing all organic matter, scarifying to a depth of 12 inches, and re-
compacting to 95% of the standard Proctor (ASTM D 698) maximum dry density at moisture
contents within 2 percentage points of optimum. Fills should be benched into cuts or natural
slopes exceeding 4H:1V. Vertical bench heights should be between 2 and 4 feet. As previously
discussed, the roadway alignments and surrounding areas are relatively flat,
PAVEMENT THICKNESS DESIGN
A pavement section is a layered system designed to distribute concentrated traffic loads to the
subgrade. Performance of the pavement structure is directly related to the physical properties
of the subgrade soils and traffic loadings. Soils are represented for pavement design purposes
by means of a soil support value for flexible pavements and a modulus of subgrade reaction for
rigid pavements. Both values are empirically related to strength.
Pavement design procedures are based on strength properties of the subgrade and pavement
materials assuming stable, uniform conditions. Certain soils, such as those encountered on this
site, are potentially expansive and can require additional precautions to provide for adequate
pavement performance. Expansive soils are problematic only if a source of water is present.
While the site subgrade soils are expected to have nil to low swell potential, differential
movement could result if those soils are wetted. Pavement design procedures address
expansive soils only by assuming they will not become wetted, and proper surface drainage is
essential for adequate performance of pavement on these soils.
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The pavement thickness design provided herein is based on AASHTO design methodology and
is the standard practice used across the Front Range and required methodology per the Larimer
County Urban Area Street Standards.
Subgrade Materials: Samples of the on-site materials classified as A-6 soils with group indices
between 1 and 14, in accordance with the American Association of State Highway and
Transportation Officials (AASHTO) soil classification system. An R-value less than 5 was
determined for on-site clayey sand soils. Based on our experience and CDOT design
procedures, a minimum R-value of 5 was used for the site subgrade soils. An R-value of less
than 5 correlates to a subgrade resilient modulus (MR) of 3,025 psi in accordance with CDOT
procedures. A corrected modulus of subgrade reaction of 34 pci was used for design of the
rigid pavement sections.
Design Traffic: The design traffic for the intersection improvements was based on information
provided by Wilson & Company supplemented by traffic data from the City of Fort Collins’
website. The data included current average daily traffic (ADT) volumes for the roadway
segments and the intersection, distribution of vehicle types based on traffic count data, and
anticipated traffic growth rates. ADT volumes were calculated for 20-year design periods based
on a starting year of 2015 and an average annual traffic growth rate of 1.5 percent. The ADT
volumes for Year 2015 were linearly interpolated from ADT volumes for Year 2013.
CDOT methodology was used to determine the number of 18-kip equivalent single axle loads
(ESALs) for pavement thickness design. The following vehicle traffic distribution percentages
were used for calculating the ESALs for all of the subject street segments.
Vehicle Category
Percent ADT
Vine Drive
West of
Shields Street
Vine Drive
East of
Shields
Street
Shields
Street North
of Vine
Drive
Shields
Street
South of
Vine Drive
Intersection of
Vine Drive
and Shields
Street
Cars and Light
Trucks 93.4 88.9 84.6 94.2 90.1
Single-Unit Trucks 5.3 9.6 13.1 4.4 8.2
Combo-Unit Trucks 0.7 0.8 1.5 1.1 1.1
Transit Busses 0.6 0.7 0.8 0.3 0.6
The CDOT method applies different load equivalency factors to specific vehicle categories. The
following vehicle load equivalency factors were used for calculating the ESALs for all of the
subject street segments. The load equivalency factors for the car and truck categories are per
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Kumar & Associates, Inc.
CDOT. CDOT includes busses in the single-unit truck category. However, axle loads for transit
busses can be significantly higher than most single-unit trucks. Accordingly, we have used a
larger equivalency factor based on criteria from the standards established by the Metropolitan
Government Pavement Engineers Council (MGPEC). If different vehicle distributions or load
equivalency factors are required, we should be contacted to reevaluate our recommendations.
Vehicle Category
Vehicle Load Equivalency Factors
Hot Mix Asphalt Pavement
(HMA)
Portland Cement Concrete
Pavement
(PCCP)
Cars and Light Trucks 0.003 0.003
Single-Unit Trucks 0.249 0.285
Combo-Unit Trucks 1.087 1.692
Transit Busses 3.848 3.848
The following table summarizes the calculated ADT volumes and design ESALs for each street
segment based on the available traffic data. The ESALs for Vine Drive and Shields Street are
based on a lane distribution factor of 0.6 for two-lane roadways per CDOT methodology for
determining the design lane traffic. For the single-lane roundabout, a lane distribution factor of
1.0 was used.
Street Segment
Design
20-Year Mid-
Point ADT
20-Year
Flexible ESAL
20-Year
Rigid
ESAL
Vine Drive West of Shields Street 3,640 744,521 842,465
Vine Drive East of Shields Street 1,768 481,770 546,024
Shields Street North of Vine Drive 5,100 1,837,236 2,145,304
Shields Street South of Vine Drive 4,638 756,782 924,764
Intersection of Vine Drive and Shields Street 7,740 3,286,498 3,829,313
The Larimer County Urban Area Street Standards require designing the thickness of arterial
pavements based on a minimum 20-year design ESAL of 750,000. Accordingly, the flexible
pavement sections for Vine Drive both east and west of Shields Street are based on a 20-year
design ESAL of 750,000, instead of the values listed in the above table. To calculate the 20-
year ESAL values for Vine Drive, the ADT values for those street segments were adjusted,
resulting in 20-year rigid design ESALs of 850,106 for Vine Drive east of Shields Street and
848,804 for Vine Drive west of Shields Street. If ADT volumes, lane distribution factors, and
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the 20-year design ESALs are known to be different from those listed above, we should be
provided with this information in order to reevaluate the pavement sections provided below.
Pavement Sections: Pavement sections were determined by using the 1993 AASHTO
pavement design procedure for flexible pavements and the 1998 AASHTO Supplemental Guide
for rigid pavements. Although full-depth asphalt pavement sections are not typically allowed per
the Larimer County Urban Area Street Standards, we understand that full-depth sections may
be considered under certain circumstances and have included them for the subject street
segments. We have also included full-depth and composite flexible pavement sections for the
intersection, although we understand that a Portland cement concrete pavement section will
likely be used for the intersection. The DARWinTM Pavement Design and Analysis System
computer program was used in the analysis of the flexible pavement sections, and the LTPP
RIGID pavement program was used in the analysis of the rigid pavement sections. The
printouts of the results of the DARWin™ and RIGID programs are presented in Appendix A and
summarized below:
Location
Full Depth
HMA
(inches)
Composite
HMA/ ABC
(inches)
PCCP
(inches)
Vine Drive West of Shields
Street 10.5 7.5/11.0 7.5
Vine Drive East of Shields
Street 10.5 7.5/11.0 7.5
Shields Street North of Vine
Drive 11.5 7.5/16.0 8.5
Shields Street South of Vine
Drive 10.5 7.5/11.0 8.0
Intersection of Vine Drive
and Shields Street 12.5 7.5/20.0 9.5
HMA = Hot mix asphalt
ABC = Aggregate base course
PCCP = Portland cement concrete pavement
We have determined the composite pavement sections based on the minimum HMA thickness
of 7.5 inches as required by the Larimer County Urban Area Street Standards. If a thicker HMA
layer is desired, the ABC can be reduced using a ratio of 4:1 (4 inches ABC:1 inch HMA). In
determining the thickness of the pavement section components, a structural coefficient of 0.44
was assumed for asphalt materials as prescribed for SuperPave paving materials, and a
structural coefficient of 0.11 was used for the ABC, based on gradation criteria for CDOT Class
6 aggregate base course.
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The rigid pavement section was calculated assuming that the pavement would be constructed
having the panels doweled at transverse joints and tied shoulders. If other construction
conditions are desired, we should be contacted to reevaluate our recommendations.
Pavement Material Type Recommendations: Both HMA pavement and PCCP should meet the
latest requirements of the CDOT Standard Specifications for Road and Bridge Construction.
PCCP should meet Class P specifications and requirements. We recommend that HMA
pavement placed for the project is designed in accordance with the SuperPave gyratory mix
design method. The mix should meet Grading S requirements. A SuperPave gyratory design
revolution (NDESIGN) of 75 should be specified in the project documents for the street segments
outside of the roundabout, and a NDESIGN of 100 should be specified for the roundabout. A PG
64-22 asphalt cement should be used for the HMA mix.
ABC used beneath HMA pavements, and beneath PCCP if specified for levelling or as a
working surface, should meet the requirements for Class 6 aggregate base course in
accordance with CDOT specifications. The ABC should be compacted to a minimum of 95
percent of the modified Proctor (AASHTO T 180) maximum dry density at moisture contents
within 2 percentage points of optimum.
Pavement Subgrade Preparation: Prior to placing the pavement section, subgrade soil
consisting of natural soil should be thoroughly scarified and well mixed to a depth of at least 12
inches, adjusted to moisture content within -1 to plus 3 percentage points of optimum and
compacted to 95% of the standard Proctor (ASTM D 698) maximum dry density. If the
subgrade soils consist of existing fills, the top 12 inches of the existing fill should be removed
and the underlying soils prepared as recommended above prior to re-compacting the removed
material or placement of imported structural fill.
Proofrolling should be performed after the specified compaction is obtained. Proofrolling should
be performed with heavy rubber-tired equipment with a tire pressure of at least 100 psi and
capable of applying a minimum load of 18-kips per axle. Pavement design procedures assume
a stable subgrade. Areas that deform excessively under heavy wheel loads are not stable and
should be removed and replaced to achieve a stable subgrade prior to paving.
Pavement Drainage: The collection and diversion of surface drainage away from paved areas
is extremely important to the satisfactory performance of the pavement. Drainage design
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should provide for the removal of water from paved areas and prevention of wetting of the
subgrade soils.
PIPELINE RECOMMENDATIONS
Pipe Backfill: Bedding material supporting the pipe bottom should consist of an uncompacted
layer of imported material meeting the City’s specifications for pipe bedding. We recommend a
minimum uncompacted bedding thickness of 6 inches be considered, although the bedding
layer should be of adequate thickness to fully support the pipes when seated on top of the
bedding and may be thicker depending on the pipe diameter.
The pipe-zone material placed above the bedding and surrounding the pipe should consist of
imported granular material meeting the City’s specifications, and should be compacted in
accordance with the City’s specifications or, alternatively, to at least 75% relative density (ASTM
D 4253 and ASTM D 4254) along segments of the alignment within City streets and to at least
70% relative density elsewhere along the alignment to provide the required support around the
pipe. The pipe-zone material should also be placed and compacted in accordance with the
requirements of the pipe manufacturer. Since the pipe alignments are expected to be within
paved roadways, we have recommended the higher relative density criteria to help mitigate
potential backfill settlement. Special care should be taken to provide adequate compaction
below the haunches of the pipe using a concrete vibrator, vibratory plates or other light
compaction equipment as needed. In confined areas of the pipeline where compaction is
difficult, placement of a cementitious flow fill around the pipe should be considered.
Backfill placed above the pipe-zone materials to the pavement subgrade, or the ground surface
outside of roadways, should consist of suitable on-site soil obtained from the pipeline
excavation. Suitable soils should have a maximum size of 3 inches, a plasticity index of less
than 25, and a liquid limit of less than 50, and should be generally free of claystone fragments,
organics, wood, or other deleterious material that could decay over time. The backfill should be
compacted to at least 95% of the standard Proctor (AASHTO T99) maximum dry density at
moisture contents within 2 percentage points of optimum for granular soils and within -1 to +3
percentage points of optimum for clay soils.
Variable moisture contents were indicated for the soils encountered in the exploratory borings.
The contractor should anticipate that processing to add water, or allow time for material to dry
out, will likely be required.
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The pipe should be buried an adequate depth below the surface to limit pipe deflections caused
by traffic loading. The minimum burial depth required for the pipe will depend on the material
and physical properties of the pipe, the soil/structure interaction between the pipe and the
backfill material, and traffic loading conditions. We recommend that the pipe burial depth be at
least 3 feet and satisfy manufacturer requirements for maximum allowable deflection and
minimum burial depth.
Pipeline Design Parameters: We recommend that a modulus of soil reaction, E’, of 1,600 psi be
used for the design of pipe-zone material placed on the sides of the pipe, provided the pipe-
zone material is compacted following the requirements presented above. For evaluating the
load on the pipe due to the backfill above the pipe, we recommend using a compacted unit
weight of 125 pcf and a Rankine’s ratio of 0.33 for compacted trench-zone backfill consisting of
existing on-site soils. We recommend using a coefficient of friction of 0.30 between backfill
consisting on excavated on-site soils and the soils exposed on the trench walls.
Thrust Forces: Above a depth of 12 feet, thrust blocks used for water lines to resist thrust
forces at horizontal bends in the pipe should be designed using an allowable bearing pressure
based on an equivalent fluid density of 250 pcf. The allowable bearing pressure should be
calculated by multiplying the equivalent fluid density value by the depth in feet below ground
surface corresponding to the mid-point height of the face of the thrust block. For thrust blocks
with a mid-point depth of 12 feet or more, a maximum allowable bearing pressure of 3,000 psf
should be used.
For PVC pipe and poly-wrapped ductile iron pipe, if used, resistance to thrust forces resulting
from frictional resistance developed between the pipe and the pipe-zone backfill should be
evaluated using a coefficient of friction of 0.40. The coefficient of friction recommended above
assumes mobilization of the ultimate soil strength; a suitable factor of safety should be used for
design.
Construction Monitoring and Instrumentation: Pipeline sections may be located adjacent to
existing sidewalks, structures and private landscape areas. To mitigate against potential
damage to adjacent structures, and provide information for evaluating potential claims of
damage, we recommend that a pre-construction survey of existing sidewalks, buildings and
other structures located adjacent to the proposed excavations be performed prior to beginning
the trench excavations. The condition of existing structures, including existing cracks or other
distress features should be documented in writing and with videos and/or photographs as
13
Kumar & Associates, Inc.
appropriate. Representatives of the general Contractor, the City of Fort Collins, and the
geotechnical engineer should perform the survey, in addition to private owners of the structures
where appropriate.
In areas where the trenches are in close proximity to existing sensitive structures,
instrumentation monitoring of the structure should be considered. If possible, requirements and
locations for instrumentation including survey points, crack monitors, or other instrumentation
should be established during the pre-construction survey.
WATER SOLUBLE SULFATES
The concentration of water-soluble sulfates measured in samples obtained from the exploratory
borings was 0.0%. This concentration of water-soluble sulfates represents a Class 0 to Class 3
level of severity for exposure in accordance with the guidelines presented by the American
Concrete Institute (ACI). The guidelines have severity levels for potential exposure of Class 0
through Class 3 as indicated by ACI 201.2R. Based on the laboratory test results, special
sulfate resistant cement generally would not be required for concrete exposed to the on-site
soils.
ELECTRICAL RESISTIVITY AND BURIED METAL CORROSION
The potential for corrosion of buried metals or metal pipes placed beneath the ground surface at
the site was evaluated based on the results of laboratory tests on a composited sample from the
exploratory borings. The sample was tested to determine pH and electrical resistivity. The
results of pH testing indicated the tested material was slightly basic, and should have a
negligible effect on corrosion.
The results of the electrical resistivity testing are plotted on Fig. 7 and indicate a minimum
resistivity of 390 ohm-centimeters at a moisture content of about 33 percent and a resistivity of
1,080 ohm-cm at the in-situ moisture content of the sample. Based on the resistivity test
results, the natural on-site clayey soils would generally be classified as very corrosive at in situ
moisture contents less than about 15 percent, moderately corrosive at in situ moisture contents
between about 10 and 15 percent, and mildly to slightly corrosive at moisture contents of less
than about 10 percent. The corrosion classification is based on a range of slightly, mildly,
moderately, to very corrosive as presented by the U.S. Bureau of Reclamation.
14
Kumar & Associates, Inc.
Based on laboratory test results, the in situ moisture contents of the natural on-site soils were
generally greater than 10 percent and frequently above 15 percent. The natural soils are
expected to exhibit poor drainage characteristics.
Corrosion of buried metal is a complex process and requires an understanding of the combined
effects of pH, ion content, electrical resistivity, soil moisture, and other conditions not evaluated
as part of this study. We recommend a qualified corrosion engineer review the information
presented herein to determine the need for an appropriate level of corrosion protection for
buried metals at the site.
DESIGN AND CONSTRUCTION SUPPORT SERVICES
Kumar & Associates, Inc. should be retained to review the project plans and specifications for
conformance with the recommendations provided in our report. We are also available to assist
the design team in preparing specifications for geotechnical aspects of the project, and
performing additional studies if necessary to accommodate possible changes in the proposed
construction.
We recommend that Kumar & Associates, Inc. be retained to provide construction observation
and testing services to document that the intent of this report and the requirements of the plans
and specifications are being followed during construction. This will allow us to identify possible
variations in subsurface conditions from those encountered during this study and to allow us to
re-evaluate our recommendations, if needed. We will not be responsible for implementation of
the recommendations presented in this report by others, if we are not retained to provide
construction observation and testing services.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical engineering
practices in this area for exclusive use by the client for design purposes. The conclusions and
recommendations submitted in this report are based upon the data obtained from the
exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction.
This report may not reflect subsurface variations that occur between the exploratory borings,
and the nature and extent of variations across the site may not become evident until site grading
and excavations are performed. If during construction, fill, soil, rock or water conditions appear
to be different from those described herein, Kumar & Associates, Inc. should be advised at once
so that a re-evaluation of the recommendations presented in this report can be made. Kumar &
15
Kumar & Associates, Inc.
Associates, Inc. is not responsible for liability associated with interpretation of subsurface data
by others.
JWG/jw
cc: book, file
PROJECT LOCATION MAP
VINE DR
ELM ST
SYCAMORE ST
SHIELDS ST
STATE OF COLORADO
DEPARTMENT OF TRANSPORTATION
CONSTRUCTION PROJECT CODE NO. 18877
LARIMER COUNTY
VINE DR
0' 250' 500' 1000'
Oversight / NHS
NATIONAL HIGHWAY SYSTEM?
FHWA REGION VIII OVERSIGHT?
NO YES
NO YES
R.O.W. Projects:
Related Projects:
Project Code:
P. E. UNDER PROJECT:
Project Number
18877
SHIELDS ST
FEDERAL AID PROJECT NO. STU M455-108
VINE DRIVE & SHIELDS STREET
STU M455-108
VINE DRIVE AND SHIELDS STREET
STU M455-108
T7N, R69W / 6th P.M.
CONSTRUCTION PLANS OF PROPOSED
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 5/8/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_TitleSht
1420 Second Street
Phone:970-350-2126
VINE & SHIELDS
1 1
BSH
DWS
STANDARD PLANS LIST
STD PLANS
M-100-1
M-208-1
M-203-1
M-203-2
M-203-11
STANDARD SYMBOLS (3 SHEETS)
APPROACH ROADS
DITCH TYPES
SUPERELEVATION CROWNED AND
M-203-12
M-206-1
M-206-2
M-214-1
M-412-1
M-510-1
M-601-1
M-601-2
M-601-3
M-601-10
M-601-11
M-601-12
M-601-20
M-603-1
M-603-2
M-603-3
M-603-10
M-604-10
M-604-11
M-604-12
M-604-13
M-604-20
M-605-1
M-606-1
SUPERELEVATION STREETS (2 SHEETS)
EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)
PLANTING DETAILS
CONCRETE PAVEMENT JOINTS (5 SHEETS)
STRUCTURAL PLATE PIPE H-20 LOADING
SINGLE CONCRETE BOX CULVERT (2 SHEETS)
DOUBLE CONCRETE BOX CULVERT (2 SHEETS)
TRIPLE CONCRETE BOX CULVERT (2 SHEETS)
HEADWALL FOR PIPES
TYPE "S" SADDLE HEADWALLS FOR PIPE
HEADWALLS AND PIPE OUTLET PAVING
WINGWALLS FOR PIPE OR BOX CULVERTS
REINFORCED CONCRETE PIPE
PRECAST CONCRETE BOX CULVERT
CONCRETE AND METAL END SECTIONS (2 SHEETS)
INLET, TYPE C
INLET, TYPE D
CURB INLET TYPE R (2 SHEETS)
CONCRETE INLET TYPE 13
MANHOLES (3 SHEETS)
SUBSURFACE DRAINS
ADJUSTMENT OF TIME CHARGES, BUT WILL BE CHARGED AS CONTRACT TIME.
EXPENSE. TIME LOST DUE TO SUCH SUSPENSION WILL NOT BE CONSIDERED A BASIS FOR
OR IN PART, UNTIL THE FENCE IS SATISFACTORILY REPAIRED AT THE CONTRACTOR S
DESTROYED BY THE CONTRACTOR, THE ENGINEER WILL SUSPEND THE WORK, WHOLLY
FLEDGED OR THE NESTS HAVE BECOME INACTIVE. IF THE FENCE IS KNOCKED DOWN OR
WORK SHALL NOT PROCEED WITHIN THE FENCED BUFFER AREA UNTIL THE YOUNG HAVE
DETERMINED APPROPRIATE BY THE CDOT BIOLOGIST AND APPROVED BY THE ENGINEER.
EACH NEST TO BE UNDISTURBED. THIS BUFFER DIMENSION MAY BE CHANGED IF
BE PROTECTED BY PLACING FENCE (PLASTIC) A MINIMUM DISTANCE OF 50 FEET FROM
UNDISTURBED AND PROTECTED UNTIL THE NEST BECOMES INACTIVE. THE NEST SHALL
BIRDS IS FOUND, THE TREE OR SHRUB CONTAINING THE ACTIVE NEST SHALL REMAIN
BIOLOGIST TO PERFORM THE SURVEY. IF AN ACTIVE NEST CONTAINING EGGS OR YOUNG
THE ENGINEER AT LEAST TEN WORKING DAYS IN ADVANCE OF THE NEED FOR THE CDOT
OR PHASE OF TREE AND SHRUB REMOVAL OR TRIMMING. THE CONTRACTOR SHALL NOTIFY
THE SEVEN DAYS IMMEDIATELY PRIOR TO THE BEGINNING OF WORK IN EACH AREA
SURVEY FOR ACTIVE NESTS WILL BE CONDUCTED BY THE CDOT BIOLOGIST WITHIN
SHRUB REMOVAL OR TRIMMING WILL OCCUR BETWEEN APRIL 1 AND AUGUST 31, A
SHALL OCCUR BEFORE APRIL 1 OR AFTER AUGUST 31 IF POSSIBLE. IF TREE AND
TREE AND SHRUB REMOVAL OR TRIMMING - TREE AND SHRUB REMOVAL OR TRIMMING
CONSTRUCTION.
VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT
ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN
APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO
LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED,
VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR
FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31,
SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE
CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS
CONTRACTOR IS IN COMPLIANCE WITH THE BUY AMERICA SPECIFICATION.
PRODUCTS WILL NOT BE PAID FOR IN A MONTHLY PAY ESTIMATE UNTIL THE
INCORPORATED INTO THE PROJECT, IF ANY. BID ITEMS THAT INCLUDE STEEL AND IRON
PROJECT DELIVERED COST OF ALL FOREIGN STEEL OR IRON PERMANENTLY
AMERICA SPECIFICATION. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF THE
ARE ON FILE AND THE STEEL OR IRON PRODUCTS ARE IN COMPLIANCE WITH THE BUY
MANUAL) THAT THE CERTIFICATIONS REQUIRED BY THE BUY AMERICA SPECIFICATION
STATEMENT SIGNED BY THE CONTRACTOR (SEE EXAMPLES IN THE FIELD MATERIALS
PROJECT THE PROJECT ENGINEER MUST OBTAIN FROM THE CONTRACTOR A WRITTEN
PRIOR TO THE PERMANENT INCORPORATION OF STEEL OR IRON PRODUCTS INTO THE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/28/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
2.5' CURB & GUTTER
4' SIDEWALK
32.85'
33.41'
2.5' CURB & GUTTER
4' SIDEWALK
48.62'
21'
12'
9'
25.25'
12' 13.25'
32.74' 47.26'
80'
2.5' CURB & GUTTER
7.5' 6.75'
18'
12' 6'
2.5' CURB & GUTTER
5'
5.8' 12'
17.8'
29.55' 26.17'
EXISTING ROW
EXISTING ROW
18.5'
EXISTING ROW
EXISTING FENCE
EXISTING ROW EXISTING ROW
EXISTING ROW
6.48' 12' 21.44'
VINE & SHIELDS
1
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STA. 7+54.95
SOUTH TIE IN
EXISTING SHIELDS ST
SHLDR LANE WALK
LANE RIGHT TURN LANE
STRIP
PARK
TYPICALS
LANE SHLDR
WALK
.67'
SHLDR LANE
CL VINE DR
CL VINE DR
CL SHIELDS ST
EXISTING TYPICAL SECTIONS
of 5
SHLDR LANE LANE
PARKING
STA. 30+16.91
WEST TIE IN
EXISTING VINE DR
STA. 35+56.92
EAST TIE IN
EXISTING VINE DR
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
EASEMENT
UTILITY
EASEMENT PROP ROW
UTILITY
(TYP)
1'
5' 7.5' 2.5' 6' 12' VARIES
SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
26.75'
9' 15'
12' 6' VARIES 2.5' 7.5' 6.5'
SEE ROADWAY PLANS
VARIES
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
PROP ROW
6'
EASEMENT
UTILITY
EASEMENT
UTILITY
9'
EOP-SW CONTROL LINE
LANE VARIES
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
MEDIAN VARIES
EXISTING ROW
2.5'
8' VARIES 2.5' VARIES 8'
EOP-NW CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
TYPE 2 (SECTION I-B)
CURB & GUTTER
10'
EXISTING ROW
EASEMENT
(SPECIAL) TEMP CONST.
FENCE
MINOR RETAINING WALL
HMA PATCHING
2'
MATCH EXISTING GROUND
PROP ROW
EASEMENT
TEMP CONST.
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
(TYP)
1'
EOP-SW CONTROL LINE
EOP-SE CONTROL LINE
EASEMENT
UTILITY
EXISTING 5' 2.5' 6' 12'
PAINTED MEDIAN VARIES
12' 6' 2.5'
SEE ROADWAY PLANS
VARIES
VARIES - SEE ROADWAY PLANS SEE ROADWAY PLANS
VARIES
VARIES
EXISTING ROW
6'
1'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
(TYP)
1'
EOP-SW CONTROL LINE
EOP-SE CONTROL LINE
2.5'
PAINTED MEDIAN VARIES
2.5'
SEE ROADWAY PLANS
VARIES
VARIES - SEE ROADWAY PLANS SEE ROADWAY PLANS
VARIES
PROP ROW
6' 11'
(TYP)
1'
EASEMENT
UTILITY
PROPOSED
(BY OTHERS)
(WOOD)
FENCE
1'
VARIES VARIES VARIES VARIES VARIES 8'
EASEMENT
TEMPORARY
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
LANE VARIES
TYPE 2 (SECTION I-B)
CURB & GUTTER
PGL
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
LANE VARIES MEDIAN LANE VARIES 2.5'
EOP-NW CONTROL LINE EOP-NE CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION II-B)
CURB & GUTTER
(SPECIAL)
FENCE
MINOR RETAINING WALL
HMA PATCHING
2'
MATCH EXISTING GROUND
PROP ROW
12'
EASEMENT
TEMP CONST.
5'
8'
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' 4.17 2.83'
PROP ROW
EASEMENT
TEMP CONST.
10'
VARIES
10'
(TYP)
1'
EASEMENT
TEMP CONST.
8' VARIES 2.5'
PROP ROW
50' 15'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
PGL
30'
PROP ROW
EASEMENT
TEMP CONST.
10'
(TYP)
1'
42'
6' 9.5' 2.5'
24'
6' 12' 12'
24'
12' 6' 2.5' 9.5' 6'
5" (TYP)
3" (TYP)
3" (TYP)
CURB (MEDIAN)(SPECIAL)
14' 17'
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE COLOR DETAILS)
(SEE PAVEMENT DEFINITION SHEET FOR
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8 INCH)(COLORED) ON
TRUCK APRON
3/4" FILTER ROCK
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
2"
18"
18"
WRAPPED WITH FILTER FABRIC
4" PERFORATED UNDERDRAIN
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
TOPSOIL (SPECIAL)
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
TOPSOIL (SPECIAL)
3' MIN.
4"
MIN. 4"
18"
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
MIN. 4"
18"
SUBGRADE
COMPACTED SUBGRADE
COMPACTED
SUBGRADE
COMPACTED
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
COMPACTED SUBGRADE
17' 14'
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
(SEE DETAIL)
1
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APPROXIMATE QUANTITIES
SUMMARY OF
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1675 Broadway, Suite 200 Numbers
Structure
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18877
STU M455-108
Sheet Number
Subset Sheets:
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Region 4 LHN
Greeley, CO 80631 9
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APPROXIMATE QUANTITIES
SOAQ
SUMMARY OF
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Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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Designer:
18877
STU M455-108
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18877_SOAQ.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 10
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SOAQ of 3
SUMMARY OF
APPROXIMATE QUANTITIES
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(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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TABULATION OF REMOVALS
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Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
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18877
STU M455-108
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18877_Roadway Tab Sheets.dgn
1420 Second Street
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Region 4 LHN
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SPNKCB
SPNKCB
PROPOSED ROW
REMOVE SIDEWALK
EXISTING ROW
EXISTING ROW
EASEMENT
12' UTILITY
ROW
EXISTING
TOE OF FILL
EASEMENT
TEMPORARY CONSTRUCTION
EQUIPMENT
REMOVE TRAFFIC SIGNAL
PROPOSED ROW
EASEMENT
EXISTING 6' UTIL.
REMOVE CURB AND GUTTER
EASEMENT
6' UTIL.
PROPOSED
(WOOD)
REMOVE FENCE
REMOVE SIDEWALK
REMOVE ASPHALT MAT
REMOVE WHEEL STOP
STA. 30+68.76, 32.64' LT
RESET MAILBOX STRUCTURE TO
VINE & SHIELDS
1
V
I
N
E
D
R
S
H
I
EL
D
S
S
T
BSH
DWS
REMOVAL PLAN SHEET
0' 20' 40' 80'
31
+
00
32
+
00
33
+
00
9
+
SPNKCB
TVP
TVP
PROPOSED ROW
PROPOSED ROW
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
EXISTING ROW
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
REMOVE SIDEWALK
REMOVE CURB AND GUTTER
TOE OF FILL
REMOVE SIGN (SPECIAL)
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT MAT
REMOVE CURB AND GUTTER
CLEARING AND GRUBBING)
ROCK (PAID FOR AS
REMOVE LANDSCAPE
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
BSH
DWS
REMOVAL PLAN SHEET
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 5
MATCH LINE SEE SHEET 4
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
REMOVE FENCE (WOOD)
REMOVE SIDEWALK
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
REMOVE SIDEWALK
REMOVE CURB & GUTTER
TOE OF FILL
REMOVE CURB AND GUTTER
EASEMENT
6' UTILITY
EXISTING
REMOVE ASPHALT MAT
EASEMENT
6' UTILITY
TOE OF FILL
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
REMOVAL PLAN SHEET
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
of 5
M
A
MONITER WELL
PROPOSED ROW
PROPOSED ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
REMOVE LANDSCAPE ROCK
EXISTING ROW
EASEMENT
15' UTILITY
EXISTING ROW
TOE OF FILL
REMOVE CONCRETE PAVEMENT
REMOVE SIGN (SPECIAL)
REMOVE CONCRETE CURB AND GUTTER
PAVEMENT
CONCRETE
REMOVE
(CHAIN LINK)
REMOVE FENCE
REMOVE ASPHALT MAT
REMOVE FENCE (WOOD)
TOE OF FILL
AND GRUBBING)
(PAID FOR AS CLEARING
REMOVE LANDSCAPE ROCK
VINE & SHIELDS
4
V
I
N
E
D
R
SHIELDS ST
BSH
DWS
REMOVAL PLAN SHEET
33
+
00
34
+
00
9
+
00
10
+
00
11
+
00
1
2
+
PROPOSED ROW
COUNTY PROJECT
MATCH LARIMER
EXISTING ROW
EXISTING ROW
EXISTING ROW 15' UTILITY EASEMENT
TOE OF FILL
(CHAIN LINK)
REMOVE FENCE
REMOVE FENCE (WOOD)
REMOVE ASPHALT MAT
(WOOD)
REMOVE FENCE
REMOVE FENCE (WOOD)
EASEMENT
UTILITY
VINE & SHIELDS
5
BSH
DWS
REMOVAL PLAN SHEET
0' 20' 40' 80'
13
+
00
1
4
+
00
16
+
00
15
+
00
SHIELDS ST
of 5
MATCH LINE SEE SHEET 4
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
X
X X
XX
X
X X
X
X
XXX
X X X X X
XX
X X
XXX
X
X
X
X
X
X
X
1
2
3
4
5
6
41
42
43
44
CELL TOWER PROJECT
5 TREES REMOVED W/
45
46
47
48
50 49
51
52
53
SMALL TREE
REMOVAL OF
RECOMMENDS
FORESTER
54
TREE GONE
55
57
58
59
61
65
66
67
TVP
X X
X XX
X
X XXXXXXXXXXXXXXXXXXXXXXXXXX
X
7 8
9
10 11 12 40
12-40
PROJECT
W/ VINE OUTFALL
5 TREES REMOVED
DID NOT LOCATE
DID NOT LOCATE
SHIELDS ST
TREES 2
VINE & SHIELDS
TREE INVENTORY
0' 25' 50' 100'
BSH
DWS
A
R
T
H
U
R
D
I
T
C
H
MATCHLINE 11+50 SEE SHEET 1
of 3
AND APRIL DUE TO MIGRATORY BIRDS
WINTER MONTHS BETWEEN SEPTEMBER
TREE REMOVAL SHALL OCCUR IN THE
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
VINE & SHIELDS
TREE INVENTORY
TREES 3
BSH
DWS
www.wilsonco.com of 3
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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18877_TREE INVENTORY_03
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 20
VINE & SHIELDS
1
BSH
DWS
RDWY TAB of 4
TABULATION OF SURFACING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Sheet Revisions As Constructed
Print Date: 4/15/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 21
VINE & SHIELDS
2
BSH
DWS
RDWY TAB of 4
ROADWAY ITEMS 1 OF 2
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:25:29 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 22
VINE & SHIELDS
3
BSH
DWS
RDWY TAB of 4
ROADWAY ITEMS 2 OF 2
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:25:32 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 23
VINE & SHIELDS
4
BSH
DWS
RDWY TAB of 4
TABULATION EARTHWORK & DRAINAGE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:25:34 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 24
(25.7 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(52.3 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(56.6 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(34.9 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(22.2 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(19.6 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(177.8 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(126.3 SY)
(DAVIS COLOR COCOA 6130)
CONCRETE PAVEMENT (8 INCH)
(6.1 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(52.2 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(945.7 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(1220.8 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(699.2 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(55.5 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(527.7 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(371.2 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(23.0 SY)
(PATCHING)(ASPHALT)
HOT MIX ASPHALT
(20.1 SY)
(PATCHING)(ASPHALT)
HOT MIX ASPHALT
(533.3 SY)
16 INCH ABC (CLASS 6))
5.5 INCH HMA (GRADING S) (75)(PG 64-22) ON
2.0 INCH HMA (GRADING SX) (100) PG 64-22 ON
(1882.5 SY)
16 INCH ABC (CLASS 6)
SPNKCB
SPNKCB
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
6' UTIL.
ESMT.
12' UTIL.
PROPOSED ROW
FENCE (SPECIAL)
28.5' LENGTH
28' WIDTH
29.30 LT.
STA 30+50.15
DRIVEWAY
MINOR RETAINING WALL
APRON
CONCRETE TRUCK
ESMT.
CONST.
TEMP.
21
.
15
'
2
2
.
5
4
'
21
.
82
'
17
'
12
'
13
.
4
'
17
'
17
'
TOE OF FILL
TOE OF FILL
13
.
33
'
TEMP. CONST. ESMT.
(SECTION II-M)
CURB AND GUTTER TYPE 2
(SECTION B)
SPNKCB
TVP
TVP EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
EXIST. ROW
FENCE (SPECIAL)
MINOR RETAINING WALL
CONCRETE TRUCK APRON
12
'
12
'
6
'
11.1' LENGTH
48' WIDTH
LT. 18.07
STA 34+74.27
DRIVEWAY
19
.
58
'
17
.
9
'
1
7
'
22.67
'
21
.
46
'
EASEMENT
UTILITY
6' PROPOSED
TOE OF FILL
TOE OF FILL
17
'
17
'
17
'
TOE OF FILL
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
EXIST. ROW
ESMT.
6' UTIL.
PROPOSED ROW
FENCE (SPECIAL)
PROPOSED ROW
PROPOSED ROW
FENCE (SPECIAL)
1
7
'
CONCRETE TRUCK APRON
MINOR RETAINING WALL
12
'
6
'
12
.
98
'
12
'
6
'
18
.
6
'
20
.
34
'
17
'
22.24
'
21
.
08
'
13.33
'
ESMT.
6' UTIL.
MONITER WELL
EXIST. ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
FENCE (SPECIAL)
20' LENGTH
36' WIDTH
RT. 26.50
STA 11+75.14
DRIVEWAY
CONCRETE TRUCK APRON
MINOR RETAINING WALL
9
.
5
'
6
'
12
'
12
'
12
'
6
'
9
.
5
'
15
.
7
'
19
.
62
'
20
.
44
'
20
.
48
'
17
'
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
23' L
15' W
LT. 26.50
STA 13+17.36
DRIVEWAY
21' L
36' W
LT. 26.50
STA 14+73.51
DRIVEWAY
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
TOE OF FILL
EXIST. PROPERTY LINE
9.5' 6' 12' 12' 12' 6'
(BY OTHERS)
FENCE (WOOD)
(BY OTHERS)
FENCE WOOD
(BY OTHERS)
FENCE WOOD
TYPE 2 (SECTION II-B)
CURB AND GUTTER
(SECTION II-B)
CURB AND GUTTER TYPE 2
STA. 15+05.38, 24.00' RT
ANGLE POINT
STA. 15+74.06, 36.00' RT
ANGLE POINT
STA. 16+02.22, 23.73' RT
ANGLE POINT
STA. 16+07.70, 23.58' LT
ANGLE POINT
STA. 15+71.87, 36.00' LT
ANGLE POINT
STA. 15+05.38, 24.00' LT
ANGLE POINT
DETAILS
SEE DRAINAGE
DETAILS
SEE DRAINAGE
STA. 14+91.34, 26.00' RT
CURB CUT
STA. 14+91.34, 26.00' LT
CURB CUT
STA. 15+85.21, 23.72' LT
CURB CUT
STA. 15+85.21, 23.72' RT
CURB CUT
(BY OTHERS)
FENCE (WOOD)
9.5'
(6 INCH)
6' CONC. SIDEWALK
TOP OF CUT
6' CONC. SIDEWALK (6 INCH)
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST ELECTRIC
EXIST ELECTRIC
EXIST ELECTRIC
EXIST FIBER OPTICS
EXIST GAS
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST GAS
EXIST GAS
EXIST GAS
EXISTING GROUND
EXISTING GROUND
CIRCULATING ROUNDABOUT
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING STORM SEWER
VINE & SHIELDS
PROF 1
BSH
DWS
VINE PROFILE SHEET
5000
5010
5020
5000
5010
5020
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50
5000
5010
5020
5000
5010
5020
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00
VPI=30+16.91
EL.=5009.45'
VPC=30+80.18
EL.=5009.76'
VPI=31+30.18
EL.=5010.00'
VPT=31+80.18
EL.=5010.77'
VPI=32+81.71
EL.=5012.31'
VPI=33+61.08
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST ELECTRIC
EXIST FIBER OPTICS
EXIST GAS
EXIST GAS
EXIST GAS
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST ELECTRIC
CIRCULATING ROUNDABOUT
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
VINE & SHIELDS
PROF 2
BSH
DWS
SHIELDS PROFILE SHEET
5000
5010
5020
5000
5010
5020
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
5000
5010
5020
5000
5010
5020
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
GROUND
MATCH EXISTING
SHIELDS ST PROFILE
SHIELDS ST PROFILE
VPI=7+55.00
EL.=5012.54'
VPC=9+00.11
EL.=5013.27'
VPI=9+20.11
EL.=5013.37'
VPT=9+40.11
EL.=5013.77'
VPI=9+44.76
EL.=5013.86'
VPI=10+25.07
EL.=5011.49'
VPC=10+47.11
EL.=5011.04'
VPI=11+47.11
EL.=5009.01'
0.50%
CL VINE DR.
CL N SHIELDS
ICD
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:100 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:24 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-Mainline_01.dgn
18877_GEOMETRY-Mainline_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
+
00
11
+
00
12
+
00
1
3
+
00
14
+
00
15
+
00
16
+
00
17
+
00
18
+
0
EOP-SE EOP-NE
EOP-NW
EOP-SW
65
'
R
500
'
R
100
'
R
500
'
R
100
'
R
65
'
R
500
'
R
482
'
R
250
'
R
65
'
R
100
'
R
350
'
R
30
'
R
100
'
R
512
'
R
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GROUND
EXISTING
EXISTING GROUND
GROUND
EXISTING
GROUND
EXISTING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-EOP_SHEET_02
18877_GEOMETRY-EOP_SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
of 2
BSH
DMZ
2
VINE & SHIELDS
EOP GEO
EDGE OF PAVEMENT GEOMETRY
5000
5005
5010
5015
5020
5000
5005
5010
5015
V
I
N
E
D
R
I
V
E
V
I
N
E
D
R
I
V
E
S
T
R
EET
S
H
I
EL
D
S
S
T
R
EET
S
H
I
EL
D
S
SP
L
I
TTE
R
-
W
E
S
T
1
W
E
S
T
2
SP
L
I
TTE
R
-
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_MEDIAN_DETAILS_SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MEDIAN of 7
BSH
DMZ
2
VINE & SHIELDS
MEDIAN DETAILS
37
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:28:25 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_MEDIAN_DETAILS_SHEET_03.DGN
18877_MEDIAN_DETAILS_SHEET_03.DGN
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MEDIAN of 7
BSH
DMZ
3
VINE & SHIELDS
MEDIAN DETAILS
38
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
28
:
38
P
M
p
w
:
\
\
A
B
Q
P
W
I
N
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
28
:
49
P
M
p
w
:
\
\
A
B
Q
GRADE
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GRADE
PROPOSED
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
29
:
02
P
M
p
w
:\\
A
B
Q
P
W
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
29
:
13
P
M
p
w
:\\
A
B
Q
P
W
I
N
T
01
SPNKCB
SPNKCB
5
0
10
5010
5010
5010
5010
50
10
5010
5010
ESMT.
CONST.
TEMP.
FLOODPLAIN
100 YEAR CITY
FLOODWAY
100 YEAR CITY
TOE OF FILL
DETAILS
SEE DRAINAGE
DITCH FL
PARK STRIP
TOE OF FILL
TOE OF FILL
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
ESMT.
EXIST. ROW 6' UTIL.
ESMT.
6' UTIL.
9' UTIL EASEMENT
ESMT.
12' UTIL.
PLANS
SEE LANDSCAPE
SEE DRAINAGE DETAILS
VINE DR
SHIELDS ST
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
5010
5010
5010
EXIST. ROW
PROPOSED ROW
TO ALLOW FOR SHEET FLOW
DROP CURB AT DRIVE
SEE LANDSCAPE SHEETS
TOE OF FILL
TOE OF FILL
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
PROPOSED ROW
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
6' UTIL. EASEMENT
TOE OF FILL
TOE OF FILL
VINE DR
SHIELDS ST
0' 20' 40' 80'
33
+
00
3
4
+
0
0
35
+
0
0
9
+
00
10
+
00
11+00
VINE & SHIELDS
2
BSH
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
5010
5010
SHEETS
SEE LANDSCAPE
TOE OF FILL
TOE OF FILL
EXIST. ROW
ESMT.
CONST.
TEMP.
ESMT.
6' UTIL.
PROPOSED ROW
6' UTIL. EASEMENT
SHIELDS ST
0' 20' 40' 80'
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
2
%
2
%
2
%
2
%
MONITER WELL
5010
5010
5010
5010
5010
PROPOSED ROW
ESMT.
CONST.
TEMP.
SEE LANDSCAPE SHEET
TOE OF FILL
TOE OF FILL
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
PROPOSED ROW TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
V
I
N
E
D
R
SHIELDS ST
33
+
00
34
+
00
9
+
00
10
+
00
11
+
00
1
2
+
00
1
3
+
00
0' 20' 40' 80'
TOE OF FILL
TOE OF FILL
15' UTIL. ESMT.
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
EXIST. PROPERTY LINE
ESMT.
CONST.
TEMP.
PROPOSED ROW
SWALE DETAILS
SEE DRAINAGE DETAILS FOR
SWALE DETAILS
SEE DRAINAGE DETAILS FOR
ELEV = 5005.98
15+78.05, 29.11 LT
SWALE FLOW LINE
ELEV = 5005.98
15+78.05, 29.11 RT
SWALE FLOW LINE
ELEV = 5006.40
15+00.04, 32.87 RT
SWALE FLOW LINE
ELEV = 5006.40
15+00.04, 32.87 LT
SWALE FLOW LINE
0' 20' 40' 80'
13
+
00
14
+
00
15
+
00
16
+
00
MATCH LINE SEE SHEET 4
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
LONGITUDINAL CONTRACTION JOINT (TYP.)
LONGITUDINAL CONSTRUCTION OR
18
'
13
'
18
'
1
5
'
(
T
Y
P
.
)
18
'
(
T
Y
P
.
)
15
'
15
'
10
'
10
'
11.1'
DOWELED TRANSVERSE CONCTRACTION JOINT (TYP.)
10
'
10
'
(
T
Y
P
)
15
'
14
.
7
'
12
'
12
'
13
.
3
'
10
'
1
.
5
'
R
1
.
5
'
R
1
.
5
'
R
1.5
'
R
1.5
'
R
1
.
5
'
R
DETAILS of 2
BSH
MAM
1
CURB RAMP DETAILS
2%
2%
0' 10' 20' 40'
VINE & SHIELDS
VINE DR-WEST
VINE DR-WEST
5011.50
Lt. 34.13
32+23.68
EDGE OF WALK
5011.61
Lt. 34.81
32+44.10
EDGE OF WALK
5011.66
Lt. 42.13
32+23.67
BACK OF WALK
5011.60
Lt. 42.14
32+29.67
BACK OF WALK
5011.56
Lt. 42.15
32+37.87
BACK OF WALK
5011.77
Lt. 42.56
32+42.11
1
.
5
'
R
1
.
5
'
R
5
'
R
5
'
R
1.5
'
R
1
.
5
'
R
DETAILS of 2
BSH
MAM
2
CURB RAMP DETAILS
0' 10' 20' 40'
VINE & SHIELDS
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_CURB_RAMP_DETS.dgn
18877_CURB_RAMP_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
'
6'
ELEV. 5009.00
STA. 30+57.88, 26.14' RT
CURB FLOW LINE
ELEV. 5009.14
STA. 30+77.05, 23.90' RT
CURB FLOW LINE
ELEV. 5009.18
STA. 30+77.11, 24.40' RT
BACK OF CURB
1.5
'
R
(SECTION B)
CURB TYPE 4
ELEV. 5009.68
STA. 30+83.07, 23.71' RT
BACK OF CURB
ELEV. 5009.30
STA. 30+82.86, 26.10' RT
EDGE OF WALK
ELEV. 5010.01
STA. 30+88.94, 35.20' RT
EDGE OF WALK
END CURB TYPE 4 (SECTION B)
STA 30+87.20, 35.21' RT
(SECTION II-B)
CURB AND GUTTER TYPE 2
8'
ELEV. 5010.05
STA. 31+09.64, 34.02' RT
EDGE OF WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
ELEV. 5009.44
STA. 30+80.88, 32.81' RT
EDGE OF WALK
BEGIN CURB TYPE 4 (SECTION B)
STA. 30+57.93, 26.63' RT
6.87
'
FILL
TOE OF
8
'
ELEV. 5011.62
STA. 34+79.13, 26.64' RT
BACK OF WALK
ELEV. 5011.54
STA. 34+78.28, 21.71' RT
FRONT OF WALK
ELEV. 5011.56
STA. 34+75.25, 21.51' RT
BACK OF CURB
ELEV. 5011.06
STA. 34+75.28, 21.01' RT
CURB FLOW LINE
ELEV. 5011.29
(SECTION B)
CURB TYPE 4
BEGIN CURB TYPE 4 (SECTION B)
STA. 8+11.89, 22.71' RT
ELEV. 5012.25
STA 8+11.74, 22.24' RT
CURB FLOW LINE
ELEV. 5012.34
STA 8+21.96, 20.38' RT
CURB FLOW LINE
ELEV. 5012.34
STA 8+22.02, 20.88' RT
BACK OF CURB
ELEV. 5012.38
STA 8+27.54, 19.62' RT
CURB FLOW LINE
ELEV. 5012.88
STA 8+27.59, 20.12' RT
CURB FLOW LINE
END CURB TYPE 4 (SECTION B)
STA. 8+33.87, 40.84' RT
ELEV. 5012.85
STA. 8+39.34, 45.46' RT
EDGE OF WALK
ELEV. 5012.84
STA. 8+47.71, 44.62' RT
EDGE OF WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
7
'
5
'
8
'
1
.
5
'
R
TOE OF FILL
ELEV. 5009.75
STA. 11+28.06, 33.24 RT
EDGE OF WALK
END CURB TYPE 4 (SECTION B)
STA. 11+27.76, 32.83' RT
BEGIN CURB TYPE 4 (SECTION B)
STA. 11+39.72, 24.45' RT
ELEV. 5008.87
STA. 11+40.32, 24.03' RT
CURB FLOW LINE
ELEV. 5009.64
STA. 11+36.30, 36.00 RT
EDGE OF WALK
ELEV. 5008.72
STA. 11+51.06, 25.66' RT
CURB FLOW LINE
(SECTION B)
MATCH EXISTING GROUND
MATCH EXISTING GROUND
STA 00+57.54
MATCH EXISTING GROUND
STA 00+29.17
9' UTIL. ESMT.
TEMP. CONST. ESMT.
TEMP. CONST. ESMT.
PROPOSED ROW
POE 0+60.42 DW VINE 30+50.15 LT
STA 30+50.15, 60.42' LT VINE DR=
30+50.15 LT
DW VINE
GRADE
PROPOSED
GROUND
EXISTING
GROUND
MATCH EXISTING
POE 0+48.59 DW VINE 34+74.27 LT
STA 34+74.27, 48.59' LT VINE DR=
DW VINE 34+74.27 LT
POB 0+00.00 DW VINE 34+74.27 LT
STA 34+74.27, 0.00' LT VINE DR=
EXISTING GROUND
PROPOSED GRADE
PROPOSED ROW
28'
36
'
POB 0+00.00 DW VINE 30+50.15 LT
STA 30+50.15, 0.00' LT VINE DR=
0+20
0+40
0+60
P
O
E
0
+
60.42
31
+
00
30
+
00
0
+
20
0
+
40
P
O
E
0
+
48
.
MATCH EXISTING GROUND
MATCH EXISTING GROUND
PROPOSED ROW
ESMT.
TEMP. CONST.
PROPOSED ROW
ESMT.
TEMP. CONST.
MATCH EXISTING GROUND
STA 00+45.51
POB 0+00.00 DW SHIELDS 11+75.14 RT
STA 11+75.14, 0.00' LT SHIELDS ST=
DW SHIELDS 11+75.14 RT
DW SHIELDS 11+75.14 RT
SHIELDS ST= POE 0+63.50
STA 11+75.14, 63.50' RT
GRADE
PROPOSED
GROUND
EXISTING
12+16.36 LT
DW SHIELDS
36
'
12+16.36 LT
DW SHIELDS
POE 0+66.00
SHIELDS ST=
66.00' LT
STA 12+16.36,
GROUND
MATCH EXISTING
STA 00+47.00
POB 0+00.00 DW SHIELDS 12+16.36 LT
STA 12+16.36, 0.00' LT SHIELDS ST=
36
'
GRADE
PROPOSED
GROUND
EXISTING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
STA 00+48.28
MATCH EXISTING GROUND
STA 00+48.06
PROPOSED ROW
ESMT.
TEMP. CONST.
PROPOSED ROW
ESMT.
TEMP. CONST.
POE 0+66.00 DW SHIELDS 13+17.36 LT
STA 13+17.36, 66.00' LT SHIELDS ST=
POB 0+00.00 DW SHIELDS 13+17.36 LT
STA 13+17.36, 0.00' LT SHIELDS ST=
DW SHIELDS 13+17.36 LT
15
'
EXISTING ROW
DW SHIELDS 14+73.51 LT
SHIELDS ST=POE 0+66.00
STA 14+73.51, 66.00' LT
DW SHIELDS 14+73.51 LT
SHIELDS ST=POB 0+00.00
STA 14+73.51, 00.00' LT
DW SHIELDS 14+73.51 LT
EXISTING ROW
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
15
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
3"
3"
1• "
1• "
2"
3'-8"
2"
1'-5" 1'-5"
10'-0" (Typ.)
3'-1"
1" 4" 1"
2"
6"
1" 1"
4‚" 2ƒ"
1"
7"
7"
2" 2"
1"
3'-8"
4• " 5• "
3"
3"
1"
3"
9"
21"
12"
4•"Clr.
3"Clr.
VARIES (18" MAX)
(Typ.)
(2) P ‚x3"
Vertical Rail
B
B
FENCE ELEVATION
C
C
(Typ.)
Vertical Post
W5x16
L
(Typ.)
2"x2"-W2.1x2.1
Welded Wire Mesh
A
A
SECTION
A
(Typ.)
Vertical Post
W5x16
B
SECTION
ANCHOR PLATE DETAIL
(Typ.)
1"Ý Hole Bar 2"x…"x6"
PLAN POST DETAIL
WALL NE
CURB LIP PROFILE
TOP OF MINOR WALL PROFILE
ASPHALT PATCHING
BEGIN MINOR WALL
BEGIN FENCE (SPECIAL)
STA. 500+00
END MINOR WALL
END FENCE SPECIAL
STA. 502+10.26
EXISTING GROUND
501
+
00
502
+
00
P
O
B
500
+
00
.
00
P
C
500
+
14
.
33
P
CC
50
0
+
6
1
.
33
P
CC
500
+
99
.
05
P
CC
501
+
33.37
P
RC
501
+
63
.
87
15'-0"
3' 15'-0"
40'-0" INNER RADIUS OF ROUNDABOUT
5'
(MIN)
7'-0"
1'-6" (MIN)
8"
BSH
DMZ
1
VINE & SHIELDS
CENTER ISLAND ART FOUNDATION
APPROXIMATE SCULPTURE ELEVATION
SCALE 1/4" = 1'
SCALE 1/4" = 1'
CONCEPT FOUNDATION ELEVATION VIEW
4" (MAX)
1' (MIN)
DRILLED PIER
REINFORCED CONCRETE
18"ßX7' (MIN)
CONCRETE BASE
5'ß X 12" REINFORCED
SCALE 1/4" = 1'
PLAN VIEW
CONCEPT FOUNDATION
CONCRETE BASE
WELD PLATES ON
CONCRETE BASE
5'ß X 12" REINFORCED
SCALE 1/4" = 1'
PLAN VIEW
REBAR IN PIER
AROUND #6 VERTICALS
#4 SHEAR HOOPS
DRILLED PIER
REINFORCED CONCRETE
18"ß X 7' (MIN)
SCALE 1/4" = 1'
PLAN VIEW
REBAR IN SLAB
REBAR GRID 10" C/C
UPPER AND LOWER #5
52"ß BOTH GRIDS
#5 PERIMETER REBAR
GRID CENTER BARS
APPOX. 5°TO CLEAR LOWER
BEND INSTALLED ROTATED
VERTICAL BARS WITH HORIZONTAL
SCALE 1/4" = 1'
PLAN VIEW
WELD PLANS IN SLAB
WELD PLATES INSTALLED
REBAR SHOWN WITH
1' 3' 1'
1' 3' 1'
OUTSIDE BASE PLATES CENTER BASE PLATES
SCALE 1" = 1'
SCALE 1" = 1'
SPNKCB
SPNKCB
10165
5009.02
LANELN
SS
SPNKCB
SPNKCB
WMTRPIT
SS
TELP
TELP
GUTTER (SPECIAL)
COMPACTED SUBGRADE
EXISTING GROUND
(SECTION II-B)
CURB AND GUTTER TYPE 2
PROP ROW
PROP UTILITY EASEMENT
PROP TEMP EASEMENT
DRIVEWAY
EXISTING ROW
ELEV. = 5007.19
29+97.09, 36.88 LT
BEGIN GUTTER (SPECIAL)
2.0'
0.5'
0.5'
3.0'
1' (TYP)
GUTTER (SPECIAL)
0.5'
6"
6"
6'
1.5'
(SEE DETAIL BELOW)
6'x6'x1.5' RIPRAP (9 INCH)
100 YEAR CITY FLOODWAY
100 YEAR CITY FLOODPLAIN
(TYP.)
INTO CONCRETE PAN
EXTEND REBAR 18"
4'-0"
4'-0"
6"
2'-0"
1'-0"
SEDIMENT CATCH DETAIL
VINE & SHIELDS
1
VINE DR.
BSH
DWS
DRAIN of 4
DRAINAGE RUNDOWN DETAILS
7
%
DRAINAGE RUN DOWN TYPICAL SECTION
4
TYPE 2 (SECTION II-B)
CURB & GUTTER
3
'
3
'
3
'
3
'
CATCH DETAILS
SEE SEDIMENT
CATCH DETAILS
SEE SEDIMENT
PAN TO GRASS SWALE
TRANSITION FROM CONCRETE
PAN TO GRASS SWALE
TRANSITION FROM CONCRETE
SWALE TO CONCRETE PAN
TRANSITION FROM GRASS
SWALE TO CONCRETE PAN
TRANSITION FROM GRASS
THROUGH OPENING
DEPRESS FLOWLINE 1"
THROUGH OPENING
DEPRESS FLOWLINE 1"
2
'
2
'
2
'
2
'
GUTTER (SPECIAL)
GUTTER (SPECIAL)
GUTTER (SPECIAL)
GUTTER (SPECIAL)
ELEV = 5006.46
STA 14+91.34, 26.00' RT
CURB FLOW LINE
ELEV = 5006.46
STA 14+91.34, 26.00' LT
CURB FLOW LINE
ELEV = 5006.40
STA 15+00.04, 32.87' RT
GUTTER FLOW LINE
ELEV = 5006.40
STA 15+00.04, 32.87' LT
GUTTER FLOW LINE
ELEV = 5005.98
STA 15+78.05, 29.11' RT
GUTTER FLOW LINE
ELEV = 5005.93
STA 15+85.21, 23.72' RT
CURB FLOW LINE
ELEV = 5005.93
STA 15+85.21, 23.72' LT
CURB FLOW LINE
ELEV = 5005.98
6"
2' 6"
6"
6"
6"
THICKENED EDGE
INTO CONCRETE PAN
EXTEND REBAR 18"
CLASS 6 ABC
INTO CONCRETE PAN
EXTEND REBAR 18"
6"
1'-0"
4'-0"
1'-3"
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
(1) #5 REBAR O.C.
GUTTER (SPECIAL) DETAILS AND QUANTITIES)
(SEE LANDSCAPING PLANS FOR
1" TO 2" COBBLES
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
EQUALLY SPACED
#5 REBAR
EQUALLY SPACED
#5 REBAR
TO BE PAID FOR AS SURFACE SAND FILTER
BIORETENTION SAND MEDIA
MINIMUM 24" THICK LAYER OF
TO BE PAID FOR AS SURFACE SAND FILTER
PEA GRAVEL DIAPHRAGM
MINIMUM 6" THICK LAYER OF
6"
3'
12" ABC (CLASS 6)
VINE & SHIELDS
3
BSH
DWS
of 4
CURB CUT DETAILS
UNDISTURBED SOIL
SECTION B-B
FLOW
FLOW
SEDIMENT CATCH PLAN
SEDIMENT CATCH PROFILE
SECTION A-A
GUTTER (SPECIAL)
AND REINFORCING STEEL
2. SEDIMENT CATCH BASIN SHALL BE PAID FOR AS CONCRETE CLASS D
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
www.wilsonco.com DRAIN
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
SPNKCB
SPNKCB
ELV
ELV
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ELV
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SIG
SIG
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BOX
CONTROL
TRAFFIC
W
V
FIBER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:26 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet Notes.dgn
18877_GESC Sheet Notes.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
RMC
of 2
STORM WATER MANAGEMENT PLAN
SWMP 63
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:30 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet Notes.dgn
18877_GESC Sheet Notes.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
2
BSH
RMC
of 2
STORM WATER MANAGEMENT PLAN
SWMP 64
ELV
ELV
ELV
ELP
ELV
ELV
ELV
ELV
GAS METER
MONITER WELL
SS
SS
SS
SS
SS
SPNKCB
SPNKCB
SPNKCB
SPNKCB
TEL
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TELV
TELP
TELV
TELP
TELP
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TELP
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SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
TVP
TVP
TVP
TVP
WSB
WMTRPIT
WMTRPIT
WMTRPIT
WSB
WMTRPIT
WMTRPIT
WSB
WSB
WV
WV
WV
WV
WV
H
Y
D
W
50
0
ELV
ELV
ELV
ELP
ELV
ELV
ELV
ELV
GAS METER
MONITER WELL
SS
SS
SS
SS
SS
SPNKCB
SPNKCB
SPNKCB
SPNKCB
TEL
P
TELV
TELP
TELV
TELP
TELP
T
TELP
T
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
TVP
TVP
TVP
TVP
WSB
WMTRPIT
WMTRPIT
WMTRPIT
WSB
WMTRPIT
WMTRPIT
WSB
WSB
WV
WV
WV
WV
WV
H
Y
D
W
50
0
ELP
GAS METER
MONITER WELL
SS
SS
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SPNKCB
TELP
TELV
T
T
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www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:22 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 03
18877_GESC Sheet 03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
5010
5010
L2.1
SHEET L3.1
SHEET KEY AND INDEX
TABULATION OF QUANTITIES
NOTES & SOD AND SEED LEGEND
PLANT LEGEND (PART 1 OF 2)
PLANT LEGEND (PART 2 OF 2)
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN ENLARGEMENT
LANDSCAPE DETAILS
LANDSCAPE DETAILS
LANDSCAPE DETAILS
LANDSCAPE DETAILS
L1.1
L1.2
L1.3
L1.4
L1.5
L2.1
L2.2
L2.3
L2.4
L2.5
L2.6
L3.1
L4.1
L4.2
L4.3
L4.4
LANDSCAPE SHEET INDEX
L2.5
L2.2
L2.3
L2.6 L2.4
BRITINA DESIGN GROUP, INC.
Landscape Architecture, Urban Design & Planning
7600 Grandview Avenue, Ste. 210
Arvada, Colorado 80002
Tel: 303/456-2887
www.britina.com
CONTACT INFORMATION
68
LANDSCAPE TABULATION OF QUANTITIES
69
Item Number Description Type
212-00050 Sod Turf Type Dwarf Tall Fescue Sod
Blend of five (5) Varieties per
City of Fort Collins Standards
SOD & NATIVE SEED LEGEND
212-00006 Seeding (Native) Dryland Mix per City of Fort
Collins Standards
45% Blue Grama
30% Little Bluestem
25% Buffalograss (treated)
Notes
12 lbs pure live
seed per acre
LANDSCAPE NOTES
Contractor to refer to the 2011 Colorado Department of Transportation Standard Specifications for
Road and Bridge Construction for all landscape related specifications.
Contractor to refer to the 2013 City of Fort Collins Streetscape Standards for all landscape items not
covered by the CDOT Standard Specifications and/or the landscape plans.
The Contractor shall be responsible for making themselves familiar with all underground utilities,
pipes and structures. The Contractor shall be held responsible for contacting all utility companies for
field location of all underground utility lines prior to any excavation. The Contractor shall take sole
responsibility for any cost incurred due to damage of said utilities. Call 811 Before You Dig.
Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
obstructions and/or grade differences exist that may not have been known during design. Such
conditions shall be immediately brought to the attention of the Owner's Representative. The
Contractor shall assume full responsibility for all necessary revisions due to failure to give such
notification.
If conflicts arise between actual size of areas and plan size areas, Contractor to contact Owner's
Representative for resolution. Failure to make such conflicts known to the Owner's Representative
will result in Contractor's liability to relocate materials.
Contractor shall be responsible for any coordination with subcontractors as required to accomplish
landscape operations.
Plant names are abbreviated on the landscape plans. See plant legend for more information.
Final location of all plant material shall be subject to the approval of the Owner's Representative.
Contractor is responsible for restoring all disturbed landscape areas and repairing any damaged
irrigation components due to construction activity.
Regarding soil preparation for sod areas and unless otherwise stated in the plans and specifications,
Contractor to spread approved compost at a rate of 3 cubic yards per 1,000 square feet (after topsoil
has been spread) and till amendments thoroughly into top 6 inches of soil and apply fertilizer as
recommended in the soil test.
Regarding soil preparation for native seed areas and unless otherwise stated in the plans and
specifications, Contractor to spread approved compost at a rate of 2 cubic yards per 1,000 square
feet and till amendments thoroughly into top 4 inches of soil and apply fertilizer as recommended in
the soil test.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
70
Sym. Botanic Name/Common Name Qty. Size Spacing
PLANT LEGEND (PART 1 OF 2)
Sym. Botanic Name/Common Name Qty. Size Spacing
DECIDIOUS TREE (2 INCH CALIPER) - ITEM NUMBER 214-00220
2 2" cal. As Shown
10 2" cal. As Shown
6 2" cal. As Shown
5 2" cal. As Shown
TOTAL 33
2 2" cal. As Shown
4 2" cal. As Shown
Gleditsia triacanthos inermis Imperial®
Imperial® Honeylocust
GT
Celtis occidentalis
Northern Hackberry
CO
Quercus robur
English Oak
QR
Quercus robur Skymaster®
Skymaster® English Oak
QRS
Quercus shummardi
Shummard Oak
QS
Tilia cordata Greenspire® 4 2" cal. As Shown
Greenspire® Linden
TC
Ulmus 'Frontier'
Frontier Elm
UF
DECIDIOUS TREE (1.5 INCH CALIPER) - ITEM NUMBER 214-00215
2 1 1/2" cal. As Shown
2 1 1/2" cal. As Shown
TOTAL
Syringa reticulata 'Ivory Silk'
Ivory Silk Japanese Tree Lilac
SR
Crataegus crus-galli inermis
Thornless Cockspur Hawthorn
CI
Pyrus calleryana Chanticleer® 4 1 1/2" cal. As Shown
Chanticleer® Pear
PC
8
EVERGREEN TREE (6 FOOT) (BALL AND BURLAP) - ITEM NUMBER 214-00506
1 As Shown
TOTAL 1
Pinus nigra 6' ht.
Austrian Pine
PN
DECIDIOUS SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00350
Amorpha canescens
Leadplant
ACA 10 5 gal. 3' o.c.
Caryopteris x clandonensis 'Dark Knight'
Dark Knight Blue Mist Spirea
CCD 8 5 gal. 4' o.c.
8 5 gal.
Sym. Botanic Name/Common Name Qty. Size Spacing
PLANT LEGEND (PART 2 OF 2)
Sym. Botanic Name/Common Name Qty. Size Spacing
TOTAL 120
EVERGREEN SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00650
14 5 gal.
1 5 gal. 4' o.c.
TOTAL 34
PERENNIALS (1 GALLON CONTAINER) - ITEM NUMBER 214-00910 (CONTINUED)
Liatris spicata 'Kobold'
Kobold Gayfeather
25
LSK
1 gal. 24" o.c.
Penstemon strictus
Rocky Mountain Penstemon
31
PST
1 gal. 24" o.c.
Sedum 'Autumn Joy'
Autumn Joy Stonecrop
40
SAJ
1 gal. 36" o.c.
18 1 gal.
9 1 gal.
14 1 gal.
25 1 gal.
27 1 gal.
20 1 gal.
TOTAL 310
DECIDIOUS SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00350 (CONTINUED)
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Blue Grama Grass
BGB
Pennisetum alopecuroides 'Hameln'
Dwarf Fountain Grass
PAH
Calamagrostis x acutiflora 'Karl Foerster'
Feather Reed Grass
CAK
Schizachyrium scoparium 'Prairie Blues'
Prairie Blues Little Bluestem
SCP
Hemerocallis 'Stella de Oro'
Dwarf Gold Daylily
HSO
Lavandula angustifolia 'Munstead'
English Lavender
LAM
Rudibeckia fulgida 'Goldsturm'
Black-Eyed Susan
RFG
Agastache Coronado® Red
Coronado® Red Hyssop
ACR
28 1 gal.
36 1 gal.
24" o.c.
24" o.c.
LOW IMPACT DEVELOPMENT (LID)
SEE CIVIL PLANS
(18) TYPE D
LANDSCAPE
BOULDER
SEE DTL. 2,
SHEET L4.3
MULCHING
(DECORATIVE)
(31) TYPE E
LANDSCAPE
BOULDER
SEE DTL. 2,
SHEET L4.3
ROCK MULCH
(WEED FREE)
SEEDING (NATIVE)
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SEE DETAIL 1, SHEET L4.3
1 UF
3 PST
2 JPG
5 SAJ
3 PFD
5 BGB
3 CPY
3 SCP
7 ACR
8 PST
3 QS
5 SCP
3 RFG
3 ARC
3 FGB
3 RAG
3 PFP
6 PAH
3 BGB
6 SAJ
3 ACA
3 FGB
3 RFG
3 SCP
3 CAK
5 BGB
3 CCD
3 CPY
3 ACA
4 SCP
3 PFP
4 QR
4 PST
5 RAG
3 PAH
2 JCA
1 CSB
4 ACR
N. SHIELDS
SEEDING (NATIVE)
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
3 TC 4 UF
3 GT
1 TC
N. SHIELDS
STREET
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.3
MATCHLINE - SEE SHEET L2.1
74
C
C
A
SEEDING (NATIVE)
4" THICK AGGREGATE BASE
COURSE (CLASS 6)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
1 CI
4 GT
1 RFG
2 CO
3 ACR
2 JPG
N. SHIELDS
STREET
1 PFP
3 ARC
3 CAK
1 CI
1 ACA
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.4
MATCHLINE - SEE SHEET L2.2
75
C
B C
A
A
B
B
B
B
C
C
C
HARDSCAPE TREATMENT
SEE CIVIL PLANS
PLAN ENLARGEMENT
SEE SHEET L3.1
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
MULCHING
(DECORATIVE)
MULCHING
(WOOD CHIP)
MULCHING
(WOOD CHIP)
MULCHING
(DECORATIVE)
ROCK MULCH (WEED FREE)
SEEDING (NATIVE)
2 RFG
2 JCA
3 CAK
1 QRS
4 CCD
3 ACA
2 JCA
4 SCP
5 LAM
3 PST
3 SPM
5 CAK
3 SCP
2 JPG
5 HSO
3 RFG
6 FGB
4 SAJ
4 PAH W. VINE DRIVE
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.3
MATCHLINE - SEE SHEET L2.5
MATCHLINE - SEE SHEET L2.6
76
C
B
A
MULCHING
(WOOD CHIP)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
HARDSCAPE TREATMENT
SEE CIVIL PLANS
MULCHING
(DECORATIVE)
1 PN
1 QRS
3 ACR
3 JCA
3 CAK
3 PST
2 SR
4 SCP
5 ARC
6 FGB
1 CCD
3 SAJ
2 HSO
4 CAK
3 LSK
3 BGB
1 AAR
ROCK MULCH
(WEED FREE)
N. SHIELDS
STREET
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.4
77
B C C
C B
MULCHING
(DECORATIVE)
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SEE DETAIL 1, SHEET L4.3
4" DEPTH TOPSOIL
(SPECIAL) WITH SOD
MULCHING
(WOOD CHIP)
SEEDING
(NATIVE)
4" THICK AGGREGATE
BASE COURSE (CLASS 6)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
MULCHING
(WOOD CHIP)
1 CSB
1 PPW 3 BGB
4 PC
4 SCP
4 LAM
3 CAK
3 QS
4 HSO
2 JPG
11 LVL 16 CSK
4 CAK
3 GT
3 SPM
3 PFD
1 RFC
5 LSK
6 PAH
11 LVL
W. VINE DRIVE
FLOODWAY AND FLOODPLAIN NOTES:
1.
2.
A FLOODPLAIN USE PERMIT MUST BE
APPROVED BEFORE CONSTRUCTION CAN
BEGIN IN THE THE 100-YEAR FLOODPLAIN.
A NO-RISE CERTIFICATION MUST BE
APPROVED BEFORE CONSTRUCTION CAN
BEGIN IN THE FLOODWAY.
100-YEAR CITY
FLOODPLAIN
100-YEAR CITY
FLOODWAY
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET L2.4
78
A
A
B
B
B
B
C
C
C
5013
5012
5013
5014 5014
TW 5015.5 1 CPY
4 ACR
3 JCA
TW
5016.5
3 PST
MULCHING
(DECORATIVE)
(12) TYPE D LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
ROCK MULCH (WEED FREE)
(23) TYPE E LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
2' DIA. X 8' CONCRETE
FOUNDATION SUPPLIED
BY CONTRACTOR
ART FEATURE SUPPLIED
BY TIM UPHAM
STONE LANDSCAPE WALL
SEE DETAIL 1, SHEET L4.4
TW
5017.5
4 RFG
4 HSO
6 BGB
3 SCP
3 CAK
4 ACR
3 PAL
5 FGB
3 PST
4 JHW 5 SAJ
3 FGB 3 JPG
3 FGB
6 BGB
TW 5017.5
3 JPG
3 CAK
3 LSK
3 LSK
TW 5017
TW 5016.5
3 CAK
5 SAJ
3 PAL
5 FGB
TW 5014.5
DECIDUOUS TREE PLANTING & STAKING
SCALE: 1/4"=1'-0"
1'-0"
LOCATE WIRE
BELOW POINT
OF MAJOR
BRANCHING
2 X ROOT BALL
WIDTH, MIN.
1'-0"
MIN.
MIN.
STAKE TREES ON OPPOSITE SIDES AS SHOWN,
PROVIDE TWO STAKES @ 180 DEGREES FOR
ALL TREES
PRUNE ALL DAMAGED WOOD PRIOR TO DELIVERY
TO SITE, MULTIPLE OR "V"-SHAPED LEADERS
NEED APPROVAL PRIOR TO PURCHASE
DARK GREEN FABRIC STRAPS WITH BRASS
GROMMETS, MIN. 12" LONG
DOUBLE STRAND 12 GAUGE GALV. STEEL WIRE,
TWIST TAUT
WHITE 3/4" PVC PIPE ALL SIDES
PROVIDE 4" HIGH SAUCER IN TURF/NATIVE
APPLICATIONS AND 6" HIGH SAUCER IN PLANTING
BED
REMOVE ALL CORD, TOP 1/3RD BURLAP AND TOP
BASKET
STEEL "T"-POSTS, MIN. 6' LONG DRIVEN MIN. 18"
DEEP
PLANT 2-3" ABOVE EXISTING GRADE
SCARIFY SIDES OF HOLE PRIOR TO
BACK FILLING.
BACK FILL MIX.:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
NOTE: IF HOLE IS TOO DEEP, ANY SOIL ADDED
TO RAISE THE ROOT BALL SHOULD BE COMPACTED.
UNDISTURBED SOIL.
PROVIDE TREE WRAP TO SECOND BRANCH (KRAFT
OR EQUAL) WITH DUCT TAPE ANCHORS @ TOP,
BOTTOM AND 2' INTERVALS AFTER SEPT. 15TH
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL, MULCH, STAKING AND
TREE WRAP SHALL BE INCLUDED IN
THE COST FOR THE TREE.
4" DEEP MULCHING (WOOD CHIP)
EVERGREEN TREE PLANTING & STAKING
SCALE: 1/4"=1'-0"
2 X ROOT BALL
WIDTH, MIN.
(3) 12" x 1 1/2" NYLON/COTTON WEAVE TIES
WITH 3/4" GROMMETS.
#12 GAUGE WIRE FASTENED W/ (2) ZINC
PLATED CABLE CLAMPS, COVER GUYS W/
3' OF 3/8" DIA. SLIP PLASTIC TUBING.
PLANT 2-3" ABOVE EXISTING GRADE
4" DEEP MULCHING (WOOD CHIP)
PROVIDE 4" HIGH SAUCER IN TURF/NATIVE
TYPICAL SHRUB PLANTING
SCALE: 1/2"=1'-0"
2 X ROOT BALL
WIDTH, MIN.
6"
REMOVE PLANT FROM CONTAINER OR W/ B&B
MATERIAL, REMOVE WIRE BASKET FROM ROOT BALL
AND PEEL BACK BURLAP AFTER 2/3 BURIED IN PIT.
PLANT CROWN AT 2" ABOVE FINISHED GRADE.
4" DEEP MULCHING (WOOD CHIP)
EASE BACK SLOPE ON UPHILL SIDE, WHERE
APPLICABLE.
4" HIGH WATER RETENTION BERM EXCEPT IN
DRIP IRRIGATED AREAS, REMOVE AT END OF
MAINTENANCE PERIOD.
SCARIFY SIDES OF HOLE PRIOR TO PLANTING.
BACK FILL MIX:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
FOOT-TAMPED COMPACTED BACK FILL UNDER
ROOT BALL TO ELIMINATE SETTLING.
UNDISTURBED SUBSOIL.
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL AND MULCH SHALL BE
INCLUDED IN THE COST FOR THE
SHRUB.
PERENNIAL & ORNAMENTAL GRASS PLANTING
SCALE: 1/2"=1'-0"
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL AND MULCHING (WOOD CHIP)
WHERE APPLICABLE SHALL BE INCLUDED
IN THE COST FOR THE PERENNIAL AND
ORNAMENTAL GRASS.
2 X ROOT BALL
6"
WIDTH, MIN.
PLANT LAYOUT PER LANDSCAPE
PLAN AND/OR PER DIRECTION OF
OWNER'S REPRESENTATIVE
PROVIDE 4" DEEP MULCHING (WOOD
CHIP) DIRECTLY AROUND BASE OF
EACH PERENNIAL AND/OR
ORNAMENTAL GRASS WHEN PLANTS
ARE LOCATED IN VARIOUS TYPES OF
ROCK AND COBBLE MULCH
4" DEEP MULCHING
TYPE VARIES - SEE LANDSCAPE PLAN
UNDISTURBED SOIL
PLANT 1" ABOVE EXISTING GRADES
BY MOUNDING SOIL UNDER MULCH
BACK FILL MIX:
75% NATIVE SOIL EXCAVATED
FROM PIT
25% ORGANIC COMPOST
SCARIFY SIDES OF HOLE
PRIOR TO PLANTING
FOOT-TAMPED COMPACTED
BACK FILL UNDER ROOT BALL
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SCALE: 1"=1'-0"
4" DEEP MULCHING
TYPE VARIES - SEE
LANDSCAPE PLAN
FINISHED GRADE FOR SOD TO BE 1/2" BELOW
TOP OF EDGING.
TAMPER MULCH AT EDGING SO THAT IT DOES
NOT SPILL INTO TURF.
NOTES:
1.
2.
FINISHED GRADE
4"
1
2"
METAL LANDSCAPE
BORDER (1/8 X 4 INCH)
COLOR: DARK GREEN
INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
LANDSCAPE WEED
BARRIER FABRIER
UNLESS OTHERWISE
NOTED OR SPECIFIED
SOD AND/OR
SEEDING (NATIVE)
LANDSCAPE BOULDER
SCALE: 1/2"=1'-0"
LANDSCAPE BOULDER
SEE CHART
UNDISTURBED SOIL
1/3 BELOW MULCH 2/3 ABOVE MULCH
4" DEEP MULCHING
TYPE VARIES - SEE
LANDSCAPE PLAN
TYPE:
TYPE A
TYPE B
TYPE C
TYPE D
TYPE E
TOTAL:
SIZE:
3.5' x 4' x 4'
3' x 3.5' x 3.5'
2' x 3' x 3'
1.5' x 2' x 2.5'
1' x 1' x 1.5'
SOD AND/OR SEEDING
(NATIVE)
QUANTITY:
4
8
11
40
54
117
TYPE:
NOTES:
1.
2.
3.
4.
FARMERS STONE LANDSCAPE BEAMS SUPPLIED BY PINE'S STONE COMPANY (GLENWOOD SPRINGS) OR
SIMILAR. STONE BEAM SIZES VARY AS FOLLOWS:
x 12" TO 18" HEIGHT
x +/- 24" WIDTH
x 2', 3', 4', 5' OR 6' LENGTHS (AS NECESSARY FOR FIT AND CONFORMITY TO CURVES)
CONTRACTOR TO SHAPE STONE BEAMS TO ENSURE GAPS BETWEEN BEAMS ARE MINIMIZED AND STONE
BEAMS FIT TOGETHER CLOSELY. LIMIT CLEAVING TO SURFACES THAT WILL BE HIDDEN.
IN MOST CASES THE STONE BEAMS RETAIN GRADE. CONTRACTOR TO INSTALL WRAPPED DRAINSTONE
ALONG ENTIRE BACKSIDE OF WALL (AS ILLUSTRATED) TO MINIMIZE EROSION OF SOIL BETWEEN STONE
BEAMS.
COST FOR EXCAVATION, COMPACTED AGGREGATE BASE COURSE, SHAPING/CLEAVING, WRAPPED
DRAINSTONE AND BACKFILL SHALL BE INCLUDED IN THE COST FOR THE STONE LANDSCAPE WALL.
STONE LANDSCAPE WALL
ELEVATIONAL SECTION - SCALE: 1/4"=1'-0"
VARIES - SEE PLAN
FINISHED GRADE OF
MULCH SURFACE
BEHIND WALL
SEE PLAN FOR TOP
OF WALL ELEVATIONS
SEE PLAN FOR
LOCATIONS OF STEPS
VARIES - SEE PLAN
FINISHED GRADE OF
MULCH SURFACE
6" COMPACTED
AGGREGATE BASE
COURSE (CLASS 6)
UTILIZE MULTIPLE SIZES OF
STONE TO ACHIEVE DESIRED
WALL LENGTH AND CURVES
SET BOTTOM LAYER OF
BOULDERS 1'-0" BELOW
FINISHED GRADE OF
MULCH SURFACE, TYP.
6", TYP.
STONE BEAMS, TYP.
SEE NOTES
PROFILE SECTION - SCALE: 1/2"=1'-0"
EXAMPLE OF STONE BEAMS
FINISHED GRADE OF MULCH
SURFACE BEHIND WALL
SEE PLAN FOR TOP OF
WALL ELEVATIONS
WRAP WITH NON-WOVEN
GEOTEXTILE FABRIC TO KEEP
STONE BACKFILL FROM
MIGRATING THROUGH WALL
1" DIA. DRAINSTONE TO
EXTEND AT LEAST 12"
BEHIND WALL
6" COMPACTED AGGREGATE
BASE COURSE (CLASS 6)
STONE BEAMS, TYP.
SEE NOTES
C
C
A
B C C
C B
C
B
A
C
B C
A
A
B
B
B
B
C
C
C
2
1
A
6
6
1"
Drip
A37
1"
Drip
A35
1"
Drip
A36
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
IR2.1
SHEET KEY AND INDEX
TABULATION OF QUANTITIES
LEGEND AND NOTES
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION DETAILS
IR1.0
IR1.1
IR1.2
IR2.1
IR2.2
IR2.3
IR2.4
IR2.5
IR2.6
IR3.0
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
IRRIGATION TABULATION OF QUANTITIES (FOR REFERENCE ONLY-BID AS LUMP SUM)
85
1
2
3
4
5
6
14
A1
1"
F
A
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800 86
1"
8.00
A14
1"
A38
Drip
1"
Drip
A39
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.2
87
A10
1"
A11
8.80
1"
A12
8.80
1"
A13
6.84
1"
A17
9.98
1"
A18
9.68
1"
A19
9.68
1"
A20
9.68
1"
A21
9.40
1"
A22
9.88
1"
8.76
A15
1"
9.87
A16
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.3
MATCHLINE - SEE SHEET IR2.1
88
C
C
A
1"
A6
8.46
1"
A7
7.77
1"
A8
8.60
1"
A9
9.48
1"
A10
9.98
1"
A23
9.68
1"
A24
9.48
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.4
MATCHLINE - SEE SHEET IR2.2
89
C
B C
A
A
B
B
B
B
C
C
C
6
A25
1"
A33
Drip
1"
Drip
A34
1"
A32
Drip
1"
Drip
A37
1"
Drip
A35
1"
Drip
A36
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET 2.6
MATCHLINE - SEE SHEET IR2.5
MATCHLINE - SEE SHEET IR2.3
90
C
B
A
6
1"
8.12
A25
1"
9.63
A26
1"
9.97
A27
1"
9.37
A28
1"
8.64
A29
1"
Drip
A40
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.4
91
B C C
C B
2
1
A
1"
A1
9.77
1"
A2
9.75
1"
A3
10.0
1"
9.94
A4
1"
7.52
A5
1"
9.96
A30
1"
A31
9.58
1"
A41
Drip
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET IR2.4
92
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
BACKFLOW PREVENTION
UNIT
1 ISOLATION GATE VALVE
ASSEMBLY
4
QUICK COUPLING VALVE
ASSEMBLY
5 6-INCH POP-UP SPRAY
SPRINKLER ASSEMBLY
7
FLOW SENSOR
ASSEMBLY
2 MASTER VALVE
ASSEMBLY
3
REMOTE CONTROL TURF
VALVE ASSEMBLY
6 REMOTE CONTROL DRIP
VALVE ASSEMBLY
8
93
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
SINGLE OUTLET EMITTER
ASSEMBLY
9
TYPICAL TRENCHING
DETAIL
DRIP FLUSH CAP 15
ASSEMBLY
13
TYPICAL SLEEVING
DETAIL
11
24" min.
MULTIPLE OUTLET EMITTER
ASSEMBLY FOR TREES IN BEDS
10
PEDESTAL MOUNT CONTROLLER
ASSEMBLY
14
24" ROOT WATERING SYSTEM
FOR TREES IN TURF AND MEDIANS
12
94
VINE & SHIELDS
1
BSH
DWS
of 1
TABULATION OF UTILITY ITEMS
www.wilsonco.com UTL TAB
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:35 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 95
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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Legend & Contact List
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
9
JMB
JMB
UTILITY 1 of
LEGEND
EXISTING
PROPOSED
CONTACTS
(970) 690-9848
(970) 690-9848
(970) 377-6436
CELL
POTHOLE LOG
NOTES
XX-XX
STORM SEWER
WATER
UNDERGROUND TV CABLE
TRAFFIC SIGNAL
UNDERGROUND TELEPHONE
SANITARY SEWER
UNDERGROUND GAS
UNDERGROUND FIBER OPTIC
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OTHER
VINE & SHIELDS
UTILITY GENERAL INFO SHEET
POTHOLE NUMBER
UTILITY TO BE RELOCATED
IRRIGATION SLEEVING
IRRIGATION
PERFORATED UNDERDRAIN
UNDERDRAIN
WATER
27
+
00
28
+
00
29
+
00
ELV
ELV
FOV
SS
SS
SS
TVV
WV
SS
SS
SS
ELV
ELV
ELV
WWVV
H
D
Y
WWWVVV
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:23 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Vine Drive W est 1
Vine Drive West 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
EXISTING ROW
EXISTING ROW
EASEMENT
6' UTILITY
EXISTING ROW
HCL VINE DRIVE
SECTION LINE
10165
5009.02
LANELN
30
+
00
31
+
00
32
+
00
SS
SS
TVP
SS
SS
TELP
TELP
TELP
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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Vine Drive West 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
F
PROPOSED ROW
EXISTING ROW
EXISTING ROW
EASEMENT
6' UTILITY
EXISTING ROW
HCL VINE DRIVE
SECTION LINE
REQUIRED
NO ADJUSTMENT
CITY SS MH
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
SPNKCB
SPNKCB
TVP
10
+
00
32
+
00
33
+
00
34
+
00
ELV
ELV
ELV
ELV
ELV
ELV
F
I
B
E
R
O
P
T
I
C
VAU
L
T
VAULT
SS
SPNKCB
SPNKCB
TVP
WMTRPIT
WMTRPIT
WSB
WV
WV
W
V
H
Y
D
SS
TELP
ELV
ELV
ELV
ELV
ELV
TVP
ELV
WV
SIG
SPNKCB
TVP
TVP
TVP
35
+
00
36
+
00
37
+
00
ELP
ELV
ELV
GAS METER
GAS METER
GAS METER
GAS METER
SS
SS
SPNKCB
TVP
TVP
WSB
WMTRPIT
WMTRPIT
W
SS
T
GAS METER
GAS METER
SS
TVP
TELP
TVP
ELV
ELV
TVP
ELV
TELPTVP
GAS METER
ELP
TVP
TVP
WMTRPIT
WMTRPIT
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
TVP
7
+
00
8
+
00
9
+
00
34
+
00
TVP
WMTRPIT
WMTRPIT
WSB
WSB
WMTRPIT
WSB
WMTRPIT
WSB
WSWWBMMTTRRPPIITT
WSB
TVP
TVP
TVP
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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Shields Street South 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NO ADJUSTMENT REQUIRED
CITY WATER METER
HCL SHIELDS STREET
RELOCATED BY OWNER
FIBER OPTIC TO BE
CENTURYLINK UNDERGROUND
TO BE RELOCATED BY OWNER
S
W
S
W
S
W
S
W
4
+
77
5
+
00
6
+
00
ELV
ELV
S
W
S
W
TELP
TELP
TELP
TELP
WV
WV WV
H
Y
D
ELV
S
W
TELP
TELP
TELP
TELP
ELV
S
W
TELP
TELP
S
W
S
W
ELV
TELP
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
11
+
00
12
+
00
13
+
00
ELP
E
TELP
ELP
W
TELP
ELV
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20.0001 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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Shields Street North 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
EXISTING ROW
15' UTILITY EASEMENT
HCL SHIELDS STREET
PROPOSED ROW
TEMPORARY CONSTRUCTION EASEMENT
TO BE RELOCATED UNDERGROUND BY OWNER
COMCAST UNDERGROUND TV CABLE
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
TO BE RELOCATED BY OWNER
AND UNDERGROUND TELEPHONE
CENTURYLINK PEDESTAL
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
TO BE RELOCATED BY OWNER
PRIVATE ELECTRIC PEDESTAL
TVP
14
+
00
15
+
00
16
+
00
TVP
WV
H
Y
D
T
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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Shields Street North 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NO ADJUSTMENT REQUIRED
CITY FIRE HYDRANT
NO ADJUSTMENT REQUIRED
CITY WATER VALVE
EXISTING ROW
15' UTILITY EASEMENT
TO BE RELOCATED UNDERGROUND BY OWNER
COMCAST UNDERGROUND TV CABLE
HCL SHIELDS STREET
TO BE RELOCATED UNDERGROUND BY OWNER
CENTURYLINK UNDERGROUND TELEPHONE
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
REQUIRED
NO ADJUSTMENT
CENTURYLINK MH
105
106
VINE & SHIELDS
1
JAI
DWS
of 3
TABULATION OF S&S QUANTITIES
S&S TABS
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_SIGNING-STRIPING-TAB SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 107
VINE & SHIELDS
2
JAI
DWS
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TABULATION OF S&S QUANTITIES
S&S TABS
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_SIGNING-STRIPING-TAB SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 108
VINE & SHIELDS
3
JAI
DWS
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TABULATION OF S&S QUANTITIES
S&S TABS
NOTE: 105 SQ FT PER GALLON 12 8
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_SIGNING-STRIPING-TAB SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 109
1.13 2.04 3.09 4.05
1.13 2.04 3.09 4.05
1.14 2.05 3.08 4.06
1.04 2.07
3.05 4.10
VINE & SHIELDS
1
JAI
DWS
of 1
SIGN DETAILS
www.wilsonco.com DETAIL
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:25 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING-DETAILS
18877_SIGNING-DETAILS
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 110
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
5009.02
LANELN
1.01
1.02
1.14
1.03
1.04
1.07
1.13
1.15
1.12 1.17
1.18
1.19
1.20
1.08
1.16
12
'
15
'
6
'
7
'
6
'
12
'
15
'
17
'
17
'
17
'
1.05
1.06
1.09 1.10 1.11
7
1
5
3
3
5
1
1 4
8
4
8
9
6
9
2.02
2.03
2.05
2.07
2.08
2.09 2.10
2.04
12
'
13
'
12
'
12
'
2.01
2.06
2.11
1
5
7
1
1
4 5
4
8
8
STA 35+57 RT 12
MATCH EXISTING STRIPING
3
3
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.09 2.08
4
4
12
'
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
JAI
DWS
33
+
00
34
+
00
35
+
00
36
ELV
ELV
ELV
ELV
ELV
ELV
ELV
TELP
T
EL
V
TELP
TVP
TVP
3.01
3.02
3.03
3.04
3.05
3.06
3.08
3.07 3.09
3.10
3.11
3.13
3.12
3.14
6
'
12
'
12
'
6
'
12
'
18
'
14
'
5
3
3
5
1
4
4
1
7
3
4
4
3.10
3.09
3.08
3.07
3.05
3.03
3.02
MONITER WELL
4.02
4.01
4.03
4.04
4.05 4.08
4.06 4.07
4.10
4.09
14
'
12
'
12
'
6
'
12
'
13
'
4
8
4
8
3
11
11 3
3
5
7
4
4
4.04
4.05
4.06
4.02
4.03
4.01
4.07
VINE & SHIELDS
4
V
I
N
E
D
R
.
SHIELDS ST
JAI
DWS
3
3
+
00
34
+
00
9
5.02
5.01
12
'
6
'
6' 12' 12'
11
11 3
3
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
RELOCATE
RELOCATE
MATCH EXISTING STRIPING
STA 16+10
VINE & SHIELDS
5
JAI
DWS
TRAFFIC of 5
SIGNING & STRIPING PLAN SHEET
16
+
00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_05
18877_SIGNING_PLAN SHEET_05
VINE & SHIELDS
1
BSH
DWS
DETOUR of 1
DETOUR PLAN - PHASE 1 - 3
DETOUR
A
B
D
NOTES:
DETOUR
C
M4-9L (30x24)
M4-9R (30x24)
W20-2 (36x36)
ROAD
CLOSED
WITH R11-2 (48x30)
TYPE III BARRICADE
E
PLACE IN STREET
R11-4 (60x30)
SAFE OPERATION.
4. USE NECESSARY TRAFFIC CONTROL DEVICES TO PROVIDE
DETOUR ROUTES.
PROPOSED DETOURS DO NOT CONFLICT WITH OTHER PROJECTS OR
THE PROJECT AREA, AND ENSURE THAT TRAFFIC CONTROL AND
CONSTRUCTION PROJECTS THAT IMPACT TRAFFIC IN THE VICINITY OF
3. IDENTIFY AND COORDINATE WITH PERSONNEL REPRESENTING OTHER
ROADSIDE DESIGN GUIDE.
MUTCD, FORT COLLINGS STANDARD SPECIFICATIONS, AND AASHTO
2. ALL TRAFFIC AND TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE
1. COVER EXISTING SIGNS THAT CONFLICT WITH DETOUR SIGNING.
VINE DRIVE
TRAFFIC CLOSED IN PHASE 1
CONSTRUCTION LOCATION
LARIMER COUNTY PROJECT 1153-094
FOR SHEILDS ST DETOUR REFER TO
A E B D
ELM STREET
SYCAMORE STREET
AZTEC DRIVE
POMONA STREET
ELM COURT
W OOD ST.
LANCER DR.
LANCER DR.
TAFT HILL RD.
LAPORT AVE.
LAPORT AVE.
N. SHIELDS ST.
W MOUNTAIN AVE.
W MOUNTAIN AVE.
N. FREY AVE
N BRYAN AVE.
LYONS ST.
ELM STREET
CHERRY ST.
MAPLE ST.
VINE & SHIELDS
1
BSH
DWS
TC TAB of 1
TABULATION OF TRAFFIC CONTROL
CONSTRUCTION SIGN QUANTITIES ARE FOR INFORMATION ONLY
TEMPORARY PAVEMENT MARKING QUANTITIES ARE FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/15/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 12:38:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 117
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
12' UTIL.
EXIST. ROW
ESMT.
6' UTIL.
6
2
'
R
198
'
R
1
9
8
'
R
12
'
12
'
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
BEGIN TRAFFIC SHIFT
STA. 29+05.97
DOUBLE YELLOW LINE
SOLID WHITE LINE
SOLID WHITE LINE
OF PHASE 1
BE PLACED AT THE END
DETOUR PAVEMENT SHALL
VINE & SHIELDS
1
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
(TEMPORARY)
CONCRETE BARRIER
12
'
19
8
'
R
198
'
R
END TRAFFIC SHIFT
STA. 36+51.38
STRIPE
DOUBLE YELLOW
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
BSH
DWS
33
+
00
34
+
00
35
+
00
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
198
'
R
1
98
'
R
62
'
R
1
3
'
11
'
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
BEGIN TRAFFIC SHIFT
STA. 6+36.29
STRIPE
DOUBLE YELLOW
STRIPE
SOLID WHITE
STOP LINE
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
PROPOSED ROW
ROW
PROPOSED
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
PROPOSED ROW TEMP.
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
TEMP. CONST. ESMT.
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:38:23 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_04
18877_PHASING_P1_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
4
V
I
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
TEMP. CONST. ESMT.
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
CONTROL ON SHIELDS ST
SEE NOTE 1 FOR TRAFFIC
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_PHASING_P1_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
of 20
PHASING PLAN - PHASE 1
SHIELDS ST
15
+
00
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
198
'
R
(TEMPORARY)
CONCRETE BARRIER
50
'
R
12
'
12
'
STRIPE
DOUBLE YELLOW
STOP LINE
SOLID WHITE STRIPE
BEGIN TRAFFIC SHIFT
STA. 29+05.97
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
END TRAFFIC SHIFT
STA. 36+51.48
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
210
'
R
198
'
R
1
4
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
198
'
R
198
'
R
15
'
14
'
BEGIN TRAFFIC SHIFT
STA. 6+36.29
DOUBLE YELLOW STRIPE
SOLID WHITE STRIPE
SOLID YELLOW STRIPE
SOLID YELLOW STRIPE
STOP LINE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:22 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_03
18877_PHASING_P2_03
1420 Second Street
Phone:970-350-2126
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ROW
PROPOSED
(TEMPORARY)
CONCRETE BARRIER
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
(TEMPORARY)
CONCRETE BARRIER
DOUBLE YELLOW STRIPE
STOP LINE
PROPOSED STRIPING
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:36 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_04
18877_PHASING_P2_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
EXIST. ROW 15' UTIL. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
PROPOSED STRIPING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_05
18877_PHASING_P2_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 9
of 20
PHASING PLAN - PHASE 2
SHIELDS ST
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
ESMT.
CONST.
TEMP.
EXIST. ROW
198
'
R
198
'
R
50
'
R
10
'
10
'
BEGIN TRAFFIC SHIFT
STA. 29+12.55
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
STOP LINE
CONCRETE
FAST TRACK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
END TRAFFIC SHIFT
STA. 36+51.03
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
198
'
R
50
'
R
10'
10'
SOLID WHITE STRIPE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
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Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
EXIST. ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
500
'
R
500
'
R
50
'
R
25
'
R
10
'
10'
BEGIN TRAFFIC SHIFT
STA. 6+36.29
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
STOP LINE
(TEMPORARY)
CONCRETE BARRIER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ROW
PROPOSED
ESMT.
15' UTIL.
EXIST. ROW
198
'
R
198
'
R
12
'
12
'
SOLID WHITE STRIPE
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
YELLOW STRIPE
SOLID & BROKEN
STOP LINE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
TEMP. CONST. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
PROPOSED STRIPING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_05
18877_PHASING_P3_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
of 20
PHASING PLAN - PHASE 3
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:16 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_01
18877_PHASING_P4_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:30 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_02
18877_PHASING_P4_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
EXIST. ROW
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:44 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_03
18877_PHASING_P4_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
+
00
9
+
00
34
+
00
PROPOSED ROW
ROW
PROPOSED
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:58 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_04
18877_PHASING_P4_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
V
I
N
E
D
R
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
EXIST. ROW 15' UTIL. ESMT.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:11 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_05
18877_PHASING_P4_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
of 20
PHASING PLAN - PHASE 4
NOTES:
W20-1 (36X36)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:28 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.30+17
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.30+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.31+00
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
TOPSOIL (SPECIAL)
TOPSOIL (SPECIAL)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:29 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
2
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+00
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+25
5000
5010
5020
5000
5010
5020
TOPSOIL (SPECIAL)
TOPSOIL (SPECIAL)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:46 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
3
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+00
5000
5010
5020
5000
5010
5020
5030
-70 -60 -40 -20 0 20 40 60 70
STA.33+25
5000
5010
5020
5030
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+50
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
4
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+75
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.34+00
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.34+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+56
5000
5010
5020
TEMPORARY EASEMENT TEMPORARY EASEMENT
EXIST ROW EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
of 11
CUT AREA
FILL AREA
www.wilsonco.com
(303) 297-2693 fax
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Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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18877
STU M455-108
Sheet Number
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Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
6
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.7+55
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.8+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.8+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:51 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
7
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.9+25
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
TEMPORARY EASEMENT
EASEMENT
EXIST UTIL.
UTIL. EASEMENT
PROPOSED
2.00%
2.00%
4
:
1
4
:
1
of 11
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
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File Name:
Unit Information
bshearn 3:42:52 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
8
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.10+67
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.11+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.11+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
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Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
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18877
STU M455-108
Sheet Number
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Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
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File Name:
Unit Information
bshearn 3:42:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
9
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.12+50
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.13+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.13+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:54 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
CROSS 10
SHIELDS CROSS SECTION SHEET
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.14+50
4990
5000
5010
5020
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.15+00
4990
5000
5010
5020
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.15+50
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
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File Name:
Unit Information
bshearn 3:42:55 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
CROSS 11
SHIELDS CROSS SECTION SHEET
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.16+00
4990
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
-2.00%
2.00%
2.00%
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 209.7 CY
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
CUT AREA 125.4 SF
EMBANKMENT VOLUME 3.2 CY
FILL AREA 0.0 SF
148
4990
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 176.8 CY
CUT AREA 88.8 SF
EXCAVATION VOLUME 165.2 CY
CUT AREA 89.5 SF
EMBANKMENT VOLUME 13.0 CY
FILL AREA 8.9 SF
EMBANKMENT VOLUME 13.2 CY
FILL AREA 5.3 SF
EXCAVATION VOLUME 176.5 CY
CUT AREA 101.0 SF
EMBANKMENT VOLUME 8.1 CY
FILL AREA 3.5 SF
147
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.14+00
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW EXIST ROW
EXIST ROW EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 179.3 CY
CUT AREA 89.0 SF
EMBANKMENT VOLUME 0.9 CY
FILL AREA 1.0 SF
EXCAVATION VOLUME 190.9 CY
CUT AREA 117.1 SF
EMBANKMENT VOLUME 0.9 CY
FILL AREA 0 SF
EXCAVATION VOLUME 207.8 CY
CUT AREA 107.3 SF
EMBANKMENT VOLUME 0.7 CY
FILL AREA 0.8 SF
EXCAVATION VOLUME 193.9 CY
CUT AREA 102.1 SF
EMBANKMENT VOLUME 5.4 CY
FILL AREA 5.0 SF
146
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.12+00
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY
EMBANKMENT VOLUME 49.8 CY
FILL AREA 29.8 SF
EXCAVATION VOLUME 70.4 CY
CUT AREA 66.1 SF
EXCAVATION VOLUME 0 CY
CUT AREA 5.4 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 51.8 SF
EXCAVATION VOLUME 9.3 CY
CUT AREA 9.9 SF
EMBANKMENT VOLUME 30.9 CY
FILL AREA 3.6 SF
EXCAVATION VOLUME 158.1 CY
CUT AREA 104.6 SF
EMBANKMENT VOLUME 3.3 CY
FILL AREA 0 SF
145
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 89.8 CY
FILL AREA 124.8 SF
EXCAVATION VOLUME 5.6 CY
CUT AREA 3.1 SF
144
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.9+00
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
ROW
EXIST ROW
EXIST ROW
ROW
EXIST UTIL. EASEMENT EXIST UTIL. EASEMENT
EXIST UTIL. EASEMENT
EASEMENT
EXIST UTIL.
UTIL. EASEMENT
PROPOSED
UTIL. EASEMENT
PROPOSED
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 78.8 CY
CUT AREA 46.4 SF
EMBANKMENT VOLUME 28.9 CY
FILL AREA 31.0 SF
EXCAVATION VOLUME 57.2 CY
CUT AREA 15.3 SF
EMBANKMENT VOLUME 92.7 CY
FILL AREA 69.1 SF
EXCAVATION VOLUME 22.4 CY
CUT AREA 8.9 SF
EXCAVATION VOLUME 0 CY
CUT AREA 48.1 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 0 SF
EMBANKMENT VOLUME 0.2 CY
FILL AREA 0.2 SF
143
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 42.5 CY
CUT AREA 24.2 SF
EMBANKMENT VOLUME 1.8 CY
FILL AREA 0.4 SF
EXCAVATION VOLUME 5.1 CY
CUT AREA 22.0 SF
EMBANKMENT VOLUME 0.1 CY
FILL AREA 0.4 SF
142
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+00
5000
5010
5020
ROW
TEMPORARY EASEMENT
ROW
TEMPORARY EASEMENT
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
SIDEW ALK EXIST ROW
SIDEW ALK
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 100.8 CY
FILL AREA 57.5 SF
EXCAVATION VOLUME 10.8 CY
CUT AREA 14.8 SF
EMBANKMENT VOLUME 46.0 CY
FILL AREA 42.0 SF
EXCAVATION VOLUME 36.9 CY
CUT AREA 25.1 SF
EXCAVATION VOLUME 43.3 CY
CUT AREA 21.7 SF
EXCAVATION VOLUME 8.4 CY
CUT AREA 8.6 SF
EMBANKMENT VOLUME 41.6 CY
FILL AREA 2.9 SF
EMBANKMENT VOLUME 4.1 CY
FILL AREA 1.5 SF
141
5000
5010
5020
ROW
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 114.4 CY
FILL AREA 137.2 SF
EMBANKMENT VOLUME 188.2 CY
FILL AREA 269.4 SF
EMBANKMENT VOLUME 198.9 CY
FILL AREA 160.3 SF
EXCAVATION VOLUME 1.5 CY
CUT AREA 0.04 SF
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 4.2 CY
CUT AREA 9.1 SF
EXCAVATION VOLUME 8.6 CY
CUT AREA 9.5 SF
140
-70 -60 -40 -20 0 20 40 60 70
STA.32+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+75
5000
5010
5020
ROW ROW
ROW
ROW
TEMPORARY EASEMENT
ROW
EXIST ROW
EXIST ROW
EXIST PERMANENT EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT
PROP UTIL. EASEMENT
EASEMENT
EXIST PERMANENT
TEMPORARY EASEMENT
5010.81
Lt. 25.92
DITCH FLOW LINE
4
:
1
4
:
1
4
:
1
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
4
:
1
4
:
1
4
:
1
2.00%
2.00%
2.00%
2.00%
EASEMENT
EXIST PERM
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 62.9 CY
CUT AREA 24.8 SF
EMBANKMENT VOLUME 16.1 CY
FILL AREA 17.1 SF
EXCAVATION VOLUME 18.3 CY
CUT AREA 14.8 SF
EMBANKMENT VOLUME 26.6 CY
FILL AREA 40.2 SF
EXCAVATION VOLUME 10.6 CY
CUT AREA 8.0 SF
EMBANKMENT VOLUME 50.3 CY
FILL AREA 68.4 SF
EMBANKMENT VOLUME 82.5 CY
FILL AREA 109.8 SF
EXCAVATION VOLUME 5.2 CY
CUT AREA 3.3 SF
139
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.31+50
5000
5010
5020
ROW
TEMPORARY EASEMENT
ROW
TEMPORARY EASEMENT
ROW ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST PERMANENT EASEMENT
EXIST ROW
EXIST ROW
2.00%
-2.00%
-2.00%
PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
-
6
.
00
%
-
10
.
00
%
-2.00%
-2.00%
5009.90
Lt. 24.09
DITCH FLOW LINE
2.00%
4
:
1
4
:
1
EASEMENT
EXIST PERM
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 44.0 CY
CUT AREA 37.4 SF
EXCAVATION VOLUME 72.9 CY
CUT AREA 41.3 SF
EXCAVATION VOLUME 78.2 CY
CUT AREA 43.1 SF
EXCAVATION VOLUME 0 CY
CUT AREA 34.6 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 18.7 SF
EMBANKMENT VOLUME 15.1 CY
FILL AREA 6.0 SF
EMBANKMENT VOLUME 8.3 CY
FILL AREA 3.0 SF
EMBANKMENT VOLUME 3.0 CY
FILL AREA 0.2 SF
138
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 19
20
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
137
.
SHIELDS ST
BSH
DWS
33
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
of 20
PHASING PLAN - PHASE 4
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
19
MATCH LINE SEE SHEET 17
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
18
MATCH LINE SEE SHEET 16
MATCH LINE SEE SHEET 20
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
136
10
+
00
33
+
00
V
I
N
E
D
R
.
of 20
PHASING PLAN - PHASE 4
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
18
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
17
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
19
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
6
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
135
BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 4
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 18
MATCH LINE SEE SHEET 16
MATCH LINE SEE SHEET 19
17
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
134
+
00
33
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 4
(SEE SIGN PLANS)
15 PERMANENT SIGN
(SEE SIGN PLANS)
PERMANENT SIGNS
PLACE AT STA 28+06
W20-1 (36X36)
(SEE SIGN PLANS)
PERMANENT SIGN
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
16
MATCH LINE SEE SHEET 18
MATCH LINE SEE SHEET 17
MATCH LINE SEE SHEET 19
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
THIS PHASE.
PERMANENT STRIPING WILL NEED TO BE INSTALLED BEFORE THE START OF
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
133
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 14
15
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
132
Unit Information
bshearn 3:40:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_04
18877_PHASING_P3_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
V
I
N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
of 20
PHASING PLAN - PHASE 3
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
W1-4r (36X36)
R1-1 (30X30)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
14
MATCH LINE SEE SHEET 12
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
13
MATCH LINE SEE SHEET 11
MATCH LINE SEE SHEET 15
2. MAINTAIN LOCAL BUISNESS ACCESS.
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
131
bshearn 3:40:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_03
18877_PHASING_P3_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
of 20
PHASING PLAN - PHASE 3
NOTES:
R1-1 (30X30)
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
13
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
12
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
14
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
11
W20-1 ahead (36X36)
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
130
File Name:
Unit Information
bshearn 3:40:18 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_02
18877_PHASING_P3_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 3
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
12
MATCH LINE SEE SHEET 14
MATCH LINE SEE SHEET 11
MATCH LINE SEE SHEET 13
30 R1-1
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
129
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:40:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_01
18877_PHASING_P3_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 3
PLACE AT STA 28+12
W20-1 (36X36)
R1-1 (30X30)
NOTES:
W1-4l (36X36)
W1-4l (36X36)
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 14
MATCH LINE SEE SHEET 12
MATCH LINE SEE SHEET 13
11
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
128
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
10
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
127
Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
9
V
I
N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 6
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
8
MATCH LINE SEE SHEET 7
of 20
PHASING PLAN - PHASE 2
W20-1 (36X36)
R1-1 (30X30)
NOTES:
W1-4r (36X36)
G20-2 (36x18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 10
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
126
Region 4 LHN
Greeley, CO 80631
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
M
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C
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L
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S
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S
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EET
6
M
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C
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L
I
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S
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9
M
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C
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7
of 20
PHASING PLAN - PHASE 2
NOTES:
PLACE AT STA 5+36
W20-1 ahead (36X36)
W1-4r (36X36)
R1-1 (30X30)
G20-2 (36X18)
ROAD WORK
END
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
PHASE 2
2. MAINTAIN LOCAL BUISNESS ACCESS.
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
R1-1 (30X30)
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
125
File Name:
Unit Information
bshearn 3:39:07 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_02
18877_PHASING_P2_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
7
BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 8
MATCH LINE SEE SHEET 6
MATCH LINE SEE SHEET 9
of 20
PHASING PLAN - PHASE 2
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
G20-2 (36x18)
ROAD WORK
END
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
124
Project No./Code
File Name:
Unit Information
bshearn 3:38:52 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_01
18877_PHASING_P2_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
6
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11+00
34
+
0
0
MATCH LINE SEE SHEET 8
of 20
MATCH LINE SEE SHEET 9
MATCH LINE SEE SHEET 7
PHASING PLAN - PHASE 2
PLACE AT STA 28+80
W20-1 (36X36)
W1-4l (36x36)
G20-2 (36X18)
ROAD WORK
END
W1-4l (36X36)
R1-1 (30X30)
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
123
14
+
00
13
+
00
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
122
N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
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C
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EE
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EET
3
MATCH LINE SEE SHEET 2
of 20
PHASING PLAN - PHASE 1
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
4. MAINTAIN LOCAL BUISNESS ACCESS.
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
121
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:38:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_03
18877_PHASING_P1_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
M
A
T
C
H
L
I
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E
S
EE
S
H
EET
1
M
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C
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S
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4
M
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C
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S
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EET
2
of 20
PHASING PLAN - PHASE 1
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
W1-4r (36X36)
W1-4r (36X36)
R1-1 (30X30) PLACE ON BARRIER
R11-2 (48X30)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
120
36
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
of 20
PHASING PLAN - PHASE 1
NOTES:
G20-2 (36x18)
ROAD WORK
END
PHASING
R5-1 (30X30)
R5-1 (30X30)
TYPE III BARRICADE
PLACE ON
R11-2 (48X30)
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
4. MAINTAIN LOCAL BUISNESS ACCESS
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_02
18877_PHASING_P1_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 119
32
+
00
33
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 3
of 20
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 2
PHASING PLAN - PHASE 1
PLACE AT STA 28+06
W20-1 (36X36)
W1-4r (36X36)
W1-4r (36X36)
G20-2 (36X18)
ROAD WORK
END
R1-1 (30X30)
R3-2 (24X24)
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
R3-2 (24X24)
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR WESTBOUND VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT CONSTRUCTION.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:31 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_01
18877_PHASING_P1_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
DRAINAGE EASEMENT
TRACT A IS A UTILITY
118
CHERRY ST.
COLUMBINE CT. MAPLE ST.
JUNIPER CT.
TAFT HILL RD.
FREY AVE
BRYAN AVE.
FISHBACK AVE.
LYONS ST.
PEARL ST.
B
C
C
B
B
PLACE
GRIFFIN
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_DETOUR
18877_PHASING_DETOUR
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 116
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
115
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
D1-1 (60X12)
W11-2 (30X30)
15
W11-2 (30X30)
W16-7pL (24X12)
(24X12)
W16-7pL
(18X24)
SPECIAL (24X24)
W13-P
(30X30)
W2-6
(12X36)
OM-3L
(24X30)
R4-7
(30X30)
W3-2
MOD (24X18)
W16-12P
of 5
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 2
M
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S
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S
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EET
3
MATCH LINE SEE SHEET 5
REMOVE
6
'
SIGNING & STRIPING PLAN SHEET
TRAFFIC
R1-2 (36X36X36)
R1-2 (36X36X36)
(24X30)
R3-16a
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:37 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_04
18877_SIGNING_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
114
3.01
3.04
8
8
3.06
S
H
I
EL
D
S
S
T
0' 20' 40' 80'
DWS
JAI
VINE & SHIELDS
3
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
W11-2 (30X30)
W16-7pL (24X12)
W2-6 (30X30)
15
W13-P (24X24)
W3-2 (30X30)
W16-12P MOD (24X18)
(2) D1-1 (60X12)
W11-2 (30X30)
W16-7pL (24X12)
SPECIAL (18X24)
(12X36)
OM-3L
(24X30)
R4-7
of 5
M
A
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C
H
L
I
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S
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S
H
EET
4
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
2
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
REMOVE
REMOVE
REMOVE
SIGNING & STRIPING PLAN SHEET
TRAFFIC
RELOCATE
RELOCATE
MATCH EXISTING STRIPING
STA 7+55
8
+
00
7
+
00
R1-2 (36X36X36)
R1-2 (36X36X36)
R3-16a (24X30)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:21 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_03
18877_SIGNING_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE 5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
113
+
00
9
+
00
10
+
00
11+00
W2-6 (30X30)
15
W13-P (24X24)
W3-2 (30X30)
W16-12P MOD (24X18)
W11-2 (30X30)
W16-7pL (24X12)
(2) D1-1 (60X12)
SPECIAL (18X24)
of 5
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 3
TRAFFIC
REMOVE
R3-17 (24X18)
W16-7pL (24X12) OM-3L (12X36)
MATCH EXISTING STRIPING
STA 36+28
(24X30)
R4-7
(30X30)
W11-2
SIGNING & STRIPING PLAN SHEET
BIKE LANE
R1-2 (36X36X36)
R1-2 (36X36X36)
R3-16a (24X30)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:03 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_02
18877_SIGNING_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
112
9
6
9
6
6
17
'
STA 30+17 LT 12
MATCH EXISTING STRIPING
3
1.01
1.02 1.03
1.04
1.05
1.06
1.07
1.08 1.09
1.10
1.11
1.12
1.14
1.15
1.17
1.18
1.20
1.21
1.22
1.13
1.16
1.19
4
4
VINE & SHIELDS
1
VINE DR.
SHIELDS ST
JAI
DWS
0' 20' 40' 80'
30
+
00
31
+
00
33
+
00
9
+
00
10
+
00
(2) D1-1 (12X60)
W16-7pL (24X12)
W11-2 (30X30)
R4-7 (24X30)
15
W13-P (24X24)
SPECIAL (18X24)
(30X30)
W11-2
(24X12)
W16-7pL
(30X30)
W3-2
MOD (24X18)
W16-12P
of 5
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
TRAFFIC
SIGNING & STRIPING PLAN SHEET
PLACE
REMAIN IN
REMOVE
Vine Drive
REMOVE
N. Shields St.
32
+
00
(30X30)
W2-6
RELOCATE
RELOCATE
OM-3L (12X36)
REMOVE
N. Shields St.
REMOVE
5A
10
5A
10
5A
10
MATCH EXISTING STRIPING
STA 28+98
5A
29
+
00
R1-2 (36X36X36)
R1-2 (36X36X36)
R6-4b (52x24)
(24x30)
R3-16a
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:46 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_01
18877_SIGNING_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
111
BY OTHERS
XCEL ELECTRIC
BEGIN PROPOSED
SEE IRRIGATION PLANS (TYP)
SEE IRRIGATION PLANS (TYP)
BY OTHERS
SS SERVICE
4" PVC
BY OTHERS
SS SERVICE
4" PVC
PR= 5006.27'
EX= 5006.34'
CONTRACTOR
-0.07' BY
TO BE ADJUSTED
CITY SS MH
EASEMENT
8' UTILITY
EXISTING ROW
PROPOSED ROW
0' 20' 40' 80'
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 9 of
S
H
I
EL
D
S
S
T
R
EET
C
I
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Y
12
"
D
I
P
W
A
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X
C
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2
"
M
W
GA
S
M
A
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C
H
L
I
N
E
S
H
I
EL
D
S
S
T
R
E
E
T
S
T
A
13
+
60
VINE & SHIELDS
C
I
T
Y
8
"
P
V
C
SS
W
/
16
"
C
A
S
I
NG
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
104
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
TO BE RELOCATED BY OWNER
AND LIGHT POLES (2)
PRIVATE UNDERGROUND ELECTRIC
ROW
PROPOSED
ELECTRIC TRANSFORMER
SEE IRRIGATION PLANS (TYP)
WATER CONST. DETAIL 3
BY CONTRACTOR PER CITY
AND 6" GATE VALVE & BOX
ASSEMBLY, 10 LF OF 6" WL
INSTALL CITY FIRE HYDRANT
EASEMENT
8' UTILITY
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 8 of
C
I
T
Y
12
"
D
I
P
W
A
TE
R
X
C
EL
2
"
M
W
GA
S
S
H
I
EL
D
S
S
T
R
EET
0' 20' 40' 80'
M
A
T
C
H
L
I
N
E
S
H
I
EL
D
S
S
T
R
E
E
T
S
T
A
10
+
80
M
A
T
C
H
L
I
N
E
S
H
I
EL
D
S
S
T
R
EET
S
T
A
13
+
60
T-1
G-4
CW-2
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
103
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:14:11 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Shields Street South 2
Shields Street South 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
HCL SHIELDS STREET
EXISTING ROW
SECTION LINE
EASEMENT
6' UTILITY
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
EXISTING ROW
EXISTING ROW
CITY UNDERGROUND ELECTRIC
UNDERGROUND FIBER OPTIC
PLATTE RIVER POWER AUTHORITY
CENTURYLINK UNDERGROUND FIBER OPTIC
COMCAST UNDERGROUND TV CABLE
BY OWNER
AND TELEPHONE
SWITCH CABINET
CENTURYLINK
NO ADJUSTMENT REQUIRED
CENTURYLINK PEDESTALS
REQUIRED
NO ADJUSTMENT
CITY ELECTRIC VAULT
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 7 of
0' 20' 40' 80'
SHIELDS STREET
C
I
T
Y
8
"
W
A
TE
R
M
A
T
C
H
L
I
N
E
S
H
I
EL
D
S
S
T
R
EET
S
T
A
6
+
4
0
C
I
T
Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
EL
M
S
T
R
EET
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
102
UNDERGROUND FIBER OPTIC
PLATTE RIVER POWER AUTHORITY
EXISTING ROW
TO BE RELOCATED BY OWNER
UNDERGROUND TV CABLE
COMCAST PEDESTAL AND
SECTION LINE
EASEMENT
6' UTILITY
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
EASEMENT
6' UTILITY
PROPOSED
PROPOSED ROW
EXISTING ROW
TO BE RELOCATED BY CITY
CITY UNDERGROUND ELECTRIC
SEE IRRIGATION PLANS
WATER CONST. DETAIL 3
BY CONTRACTOR PER CITY
AND 6" GATE VALVE & BOX
ASSEMBLY, 26 LF OF 6" WL
INSTALL CITY FIRE HYDRANT
BY CONTRACTOR
TO BE RESET
CITY WATER METER
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 6 of
0' 20' 40' 80'
M
A
T
C
H
L
I
N
E
S
H
I
EL
D
S
S
T
R
EET
S
T
A
9
+
2
0
S
H
I
EL
D
S
S
T
R
EET
C
I
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Y
8
"
W
A
TE
R
C
I
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Y
8
"
W
A
TE
R
X
C
E
L
4
"
M
W
GA
S
X
C
E
L
4
"
M
W
GA
S
M
A
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C
H
L
I
N
E
S
H
I
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D
S
S
T
R
EET
S
T
A
6
+
40
C
I
T
Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
C
I
T
Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
G-6
CW-7
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
101
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20.0001 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:52 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Vine Drive East
Vine Drive East
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
LS09
LS10
U
T
I
L
I
T
Y
10'
PROPOSED ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
PROPOSED ROW
HCL VINE DRIVE
REQUIRED
NO ADJUSTMENT
CITY SS MH
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
REQUIRED
NO ADJUSTMENT
CITY SS MH
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
EASEMENT
10' UTILITY
EXISTING ROW
SECTION LINE
EXISTING ROW
NO ADJUSTMENT REQUIRED
CITY ELECTRIC PEDESTAL
NO ADJUSTMENT REQUIRED
CENTURYLINK VAULT
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
REQUIRED
NO ADJUSTMENT
CITY WATER METER
ELECTRIC VAULT BY CITY
BE RELOCATED WITH
ELECTRIC CONDUIT TO
CITY 3-4" UNDERGROUND
BY OWNER
TO BE RELOCATED
ELCO WATER METER
PR= 5011.74'
EX= 5011.58'
+0.16' BY CONTRACTOR
TO BE ADJUSTED
CITY WATER MH
BY OTHERS
AND REPLACED
TO BE REMOVED
ELCO 14" WATER
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 5 of
X
C
EL
6
"
M
W
GA
S
0' 20' 40' 80'
VINE DRIVE
M
A
T
C
H
L
I
N
E
V
I
N
E
D
R
I
V
E
S
T
A
34
+
20
X
C
EL
4
"
P
E
D
GA
S
30
"
C
L
AY
S
S
EL
C
O
1
4
"
W
A
TE
R
CITY 12" DIP WATER
E
A
S
E
M
E
N
T
30
"
C
L
AY
SS
EL
C
O
1
4
"
W
A
TE
R
G-8
G-9
EW-5
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
100
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
W
V
FIBER
TELP
TELP
EL
V
VAU
LT
F
I
B
E
R
ELV
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:43 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Intersection Center
Intersection Center
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
SECTION LINE
PROPOSED ROW
EXISTING ROW
HCL SHIELDS STREET
ELECTRIC
XCEL UNDERGROUND
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
12' UTILITY EASEMENT
6' UTILITY EASEMENT
PROPOSED ROW
ROW
EXISTING
ROW
EXISTING
HCL VINE DRIVE
TEMPORARY CONSTRUCTION EASEMENT
TO BE ADJUSTED BY CONTRACTOR
CITY WATER VALVES
TO BE RELOCATED BY OWNER
COMCAST PEDESTAL AND UNDERGROUND TV CABLE
TO BE RELOCATED BY OWNER
PRIVATE LIGHT POLE AND ELECTRIC
TO BE RELOCATED BY OWNER
CENTURYLINK UNDERGROUND TELEPHONE
TELEPHONE TO BE RELOCATED BY OWNER
CENTURYLINK PEDESTAL AND UNDERGROUND
VAULT AND UNDERGROUND FIBER OPTIC
RELOCATED PLATTE RIVER POWER AUTHORITY
AND UNDERGROUND ELECTRIC
RELOCATED CITY ELECTRIC VAULT
TO BE RELOCATED BY OWNER
AND UNDERGROUND TELEPHONE
CENTURYLINK VAULT TO BE REMOVED
RELOCATED BY OWNER
CABINET TO BE
CENTURYLINK SWITCH
TO BE RELOCATED BY OWNER
VAULT AND 144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
EASEMENT
CONSTRUCTION
TEMPORARY
ROW
PROPOSED
PROPOSED 9' UTILITY EASEMENT
BY CONTRACTOR
TO BE REMOVED
& 20 LF OF 6" WL
CITY FIRE HYDRANT
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
LINE
SECTION
UTILITY EASEMENT
PROPOSED 6'
THE CITY
RELOCATED BY
ELECTRIC TO BE
AND UNDERGROUND
CITY ELECTRIC VAULT
THE CITY
RELOCATED BY
ELECTRIC TO BE
AND UNDERGROUND
CITY ELECTRIC VAULT
CONTRACTOR
REMOVED BY
SIGNAL TO BE
CITY TRAFFIC
TO BE CONSTRUCTED BY OTHERS
CITY 12" PVC WL
UNDERGROUND FIBER OPTIC
CENTURYLINK
PLANS (TYP)
SEE IRRIGATION
SEE DRAINAGE PLAN
PROPOSED UNDERDRAIN
BY CONTRACTOR
TO BE RESET
CITY WATER METER
PR= 5012.19'
EX= 5010.56'
BY CONTRACTOR
TO BE MODIFIED
CITY SS MH
PR= 5011.84'
EX= 5011.56'
+0.28' BY CONTRACTOR
TO BE ADJUSTED
CITY WATER MH
BY OTHERS
AND REPLACED
TO BE REMOVED
ELCO 14" WATER
BY OTHERS
BE REMOVED
OF 12" WL TO
VALVE & 32 LF
CITY 12" WATER
TO BE REMOVED BY OTHERS
CITY 10" WATER VALVE
TO BE REMOVED BY OTHERS
CITY WATER METER & 72 LF OF 6" WL
9
JMB
JMB
UTILITY PLAN SHEET
SHIELDS STREET
VINE DRIVE
UTILITY 4 of
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CITY 8" W ATER
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9
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DIP W ATER
CITY 12"
X
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4
"
M
W
GA
S
0' 20' 40' 80'
M
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TELE
P
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UND
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L
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ELE
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8
"
CW-5
CW-6
CW-4
E-3
T-4
EW-4
EW-3
G-7
CW-3
CW-1
E-2
G-2
EW-2
G-11
G-5
E-1
G-3
SS
C
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30
"
VINE & SHIELDS
T
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A
B
ANDON
E
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169
L
F
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10
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W
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OV
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12
"
W
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49
L
F
O
F
C
I
T
Y
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
99
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
RELOCATED BY OWNER
TELEPHONE TO BE
CENTURYLINK UNDERGROUND
NO CONFLICT
CENTURYLINK PEDESTAL
RELOCATED BY OWNER
TELEPHONE TO BE
AND UNDERGROUND
CENTURYLINK PEDESTAL
NO CONFLICT
COMCAST PEDESTAL
EASEMENT
6' UTILITY
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
9' UTILITY
PROPOSED
BY THE CITY
UNDERGROUND ELECTRIC
RELOCATED CITY
FIBER OPTIC BY OWNER
POWER AUTHORITY
RELOCATED PLATTE RIVER
FIBER OPTIC BY OWNER
NEW POUDRE SCHOOL DISTRICT
FIBER OPTIC
UNDERGROUND
CENTURYLINK
SEE IRRIGATION PLANS
SEE IRRIGATION PLANS
(SEE NORTH SIDE OF VINE DRIVE)
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
SEE DRAINAGE PLAN
PROPOSED UNDERDRAIN
OF VINE DRIVE)
(SEE NORTH SIDE
RELOCATED BY CITY
ELECTRIC TO BE
CITY UNDERGROUND
FLOODWAY
100-YEAR
FLOODPLAIN
100-YEAR
FLOODWAY
100-YEAR
FLOODPLAIN
100-YEAR
SEE IRRIGATION PLANS
BY THE CITY
3/4" X 16" WET TAP
PR= 5010.17'
EX= 5010.10'
+0.07' BY CONTRACTOR
TO BE ADJUSTED
CITY SS MH
REPLACED BY OTHERS
TO BE REMOVED AND
ELCO 14" WATER
9
JMB
JMB
UTILITY PLAN SHEET
VINE DRIVE
UTILITY 3 of
30
"
C
L
AY
S
S
30
"
C
L
AY
SS
X
C
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6
"
M
W
GA
S
C
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16
"
W
A
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C
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14
"
W
A
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0' 20' 40' 80'
M
A
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C
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D
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S
T
A
32
+
00
EL
C
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14
"
W
A
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16
"
W
A
TE
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X
C
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6
"
M
W
GA
S
SS
P
V
C
4
"
SS
P
V
C
4
"
30
"
C
L
AY
SS
C
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18
"
C
M
P
C
M
P
12
"
C
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C
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M
C
A
S
T
UND
E
R
G
R
OUND
T
V
C
A
B
LE
C
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N
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U
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L
I
NK
UND
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G
R
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TELE
P
HON
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M
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V
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D
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S
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29
+
20
S-1
G-12
EW-1
G-10
G-13
G-1
VINE & SHIELDS
NOTES
CONSTRUCTION CAN BEGIN IN THE 100-YEAR FLOODPLAIN.
1. A FLOOPLAIN USE PERMIT MUST BE APPROVED BEFORE
CONSTRUCTION CAN BEGIN IN THE FLOODWAY.
2. A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
98
REQUIRED
NO ADJUSTMENT
CITY SS MH
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
REQUIRED
NO ADJUSTMENT
CITY SS MH
BY THE CITY
UNDERGROUND ELECTRIC
RELOCATED CITY
FIBER OPTIC BY OWNER
POWER AUTHORITY
RELOCATED PLATTE RIVER
(SEE NORTH SIDE OF VINE DRIVE)
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
ELECTRIC
UNDERGROUND
CITY
FIBER OPTIC
UNDERGROUND
CENTURYLINK
FIBER OPTIC BY OWNER
NEW POUDRE SCHOOL DISTRICT
9
JMB
JMB
UTILITY PLAN SHEET
VINE DRIVE
UTILITY 2 of
C
I
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16
"
W
A
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R
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C
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14
"
W
A
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0' 20' 40' 80'
30
"
C
L
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SS
C
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L
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UND
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TELE
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"
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C
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14
"
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X
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6
"
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S
30
"
C
L
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SS
HANNA DRIVE
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
97
UNDERGROUND TV CABLE
UNDERGROUND TELEPHONE
SANITARY SEWER
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
2. SEE LANDSCAPE AND IRRIGATION PLANS FOR IRRIGATION AND IRRIGATION SLEEVING DESIGN.
1. SEE LIGHTING PLANS FOR LIGHT LOCATIONS AND ELECTRICAL DESIGN.
4. ELCO WATER LINE TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
3. SEE DRAINAGE PLAN FOR UNDERDRAIN DESIGN.
5. CITY WATER LINE TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
6. CITY LIGHT AND POWER RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
7. PLATTE RIVER POWER AUTHORITY AND POUDRE SCHOOL DISTRICT FIBER TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
8. CENTURYLINK FIBER AND TELEPHONE RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
9. COMCAST CABLE TV RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
10. XCEL ENERGY TO DESIGN AND CONSTRUCT OVERHEAD ELECTRIC RELOCATIONS.
6. CITY MANHOLES, FIRE HYDRANTS, WATER METERS AND VALVE BOXES TO BE ADJUSTED OR RESET BY CONTRACTOR.
AGGREGATE BASE). FLOWFILL IS INCIDENTAL TO THE WORK AND WILL NOT BE PAID FOR SEPARATELY.
WITH FLOWABLE CONCRETE (FLOWFILL) FROM THE TOP OF UTILITY TO THE BOTTOM OF PAVING SECTION (BOTTOM OF
11. ALL UTILITY RELOCATIONS AND/OR UTILITY LOWERINGS WITHIN THE RIGHT OF WAY ARE REQUIRED TO BE BACKFILLED
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
XCEL ENERGY
PLATTE RIVER POWER AUTHORITY (PRPA)
EAST LARIMER COUNTY (ELCO) WATER DISTRICT
COMCAST
CITY OF FORT COLLINS - WATER UTILITIES
CITY OF FORT COLLINS - STORMWATER
CITY OF FORT COLLINS - LIGHT AND POWER
CITY OF FORT COLLINS - FIBER OPTIC
CENTURYLINK
UTILITY OWNER
STEPHANIE RICH
MIKE SLAVICK
RANDY SIDDENS
DON KAPPERMAN
ANDREW GINGERICH
GLEN SCHLUETER
JANET MCTAGUE
CLINT REETZ
BILL JOHNSON
CONTACT
(970) 225-7828
(970) 229-5390
(970) 493-2044
(970) 567-0245
(970) 221-6232
(970) 224-6065
(970) 224-6154
(970) 221-6326
(970) 490-7501
WORK
STEPHANIE.RICH@XCELENERGY.COM
SLAVICKM@PRPA.ORG
RANDYS@ELCOWATER.COM
DON_KAPPERMAN@CABLE.COMCAST.COM
AGINGERICH@FCGOV.COM
GSCHLUETER@FCGOV.COM
MCTAGUE@FCGOV.COM
CREETZ@FCGOV.COM
WILLIAM.JOHNSON2@CENTURYLINK.COM
E-MAIL
96
IR3.1
IRRIGATION SHEET INDEX
IR2.5
IR2.2
IR2.3
IR2.6 IR2.4
CONTACT INFORMATION
84
FINISHED GRADE OF
MULCH SURFACE
+/- 2'-0"
VARIES - SEE PLAN
6", MIN.
6", TYP.
SET BOTTOM LAYER OF
BOULDERS 1'-0" BELOW
FINISHED GRADE OF
MULCH SURFACE, TYP.
1
83
CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
EARTH TONE COBBLE RIVER ROCK BOULDERS
EARTH TONE COBBLE RIVER ROCK BOULDERS
LANDSCAPE BOULDER CHART:
2 1
82
TO ELIMINATE SETTLING
2 1
81
APPLICATIONS AND 6" HIGH SAUCER IN
PLANTING BED
EASE BACK SLOPE ON UPHILL SIDE, WHERE
APPLICABLE.
(3) 1"x2"x18" STAKES TO ANCHOR GUYS.
REMOVE ALL ROPE, TOP 1/3 OF BURLAP AND
TOP BASKET
SCARIFY SIDES OF HOLE PRIOR TO
BACK FILLING.
BACK FILL MIX.:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
NOTE: IF HOLE IS TOO DEEP, ANY SOIL ADDED
TO RAISE THE ROOT BALL SHOULD BE COMPACTED.
UNDISTRUBED SOIL.
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL, MULCH AND STAKING SHALL BE
INCLUDED IN THE COST FOR THE TREE.
2 1
80
1 CPY
3 JCA
4 RFG
3 PAH
HARDSCAPE TREATMENT
SEE CIVIL PLANS
3 HS0
3 CAK
3 ARC
3 PAH
3 ARC
3 SCP
Scale: 1" = 10'-0"
0 5 10 20
79
STREET
3 FGB
2 PFD
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.2
73
24" o.c.
24" o.c.
24" o.c.
24" o.c.
24" o.c.
24" o.c.
Juniperus procumbens 'Green Mound'
Green Mound Juniper
4
JPG
5 gal. 6' o.c.
Picea pungens 'Waldbrunn'
Waldbrunn Spruce
15
PPW
JCA Juniperus communis Alpine Carpet® 5 gal. 4' o.c.
Alpine Carpet® Juniper
Juniperus horizontalis 'Wiltonii'
Wilton Carpet Juniper
JHW
4' o.c.
Ribes alpinum 'Green Mound'
Green Mound Currant
RAG 8 5 gal. 3' o.c.
Rosa Flower Carpet® Amber
Flower Carpet® Amber Rose
RFC 1 5 gal. 3' o.c.
Syringa patula 'Miss Kim'
Miss Kim Dwarf Lilac
SPM 6 5 gal. 4' o.c.
Potentilla fruticosa davurica 'Prairie Snow'
Prairie Snow Potentilla
PFP 7 5 gal. 4' o.c.
PERENNIALS (1 GALLON CONTAINER) - ITEM NUMBER 214-00910
Festuca glauca 'Boulder Blue' 37 1 gal. 24" o.c.
Boulder Blue Fescue Grass
FGB
72
Cytisus scoparius 'Burkwoodii'
Burkwoodii Red Broom
CSB 2 5 gal. 5' o.c.
Caragana pygmaea
Pygmy Peashrub
CPY 4' o.c.
Cornus sericea 'Kelseyi' 16 5 gal.
Kelsey Dwarf Dogwood
CSK 3' o.c.
Ligustrum vulgare 'Lodense"
Lodense Privet
LVL 22 5 gal. 4' o.c.
Potentilla fruticosa Dakota Sunspot®
Dakota Sunspot® Potentilla
PFD 8 5 gal. 3' o.c.
Perovskia atriplicifolia 'Little Spire'
Little Spire Russian Sage
PAL 6 5 gal. 3' o.c.
Amelanchier alnifolia 'Regent'
Regent Serviceberry
AAR 1 5 gal. 6' o.c.
Artemisia cana
Silver Sagebrush
ARC 17 5 gal. 3' o.c.
71
501
0
5010
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
3
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
SF
SF
SF
SF
SF
SF
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
Notes:
from the City of Fort Collins
Seeding Mix Design to be obtained
LDA
LDA
LDA
LDA
LDA
LDA
FINAL EROSION CONTROL PLAN
EROSION 67
5
5
00
6
5
0
06
5007
5007
5007
5007
5007
5
0
08
5
008
5008
5008
5008
5008
5
0
08
5
00
9
5009
5
0
0
9
5009
5
00
9
5009
5009
5009
50
1
0
5010
5
0
10
5
0
1
0
5
010
5
0
10
5010
501
0
5010
5
0
10
5011
50
11
5
0
11
5011
5011
501
1
5012
5012
5
0
1
2
5012
5
012
5013
ELP
TELP
T
TVP
WV
H
Y
D
5006
5
0
06
50
0
7
50
0
7
5
0
07
5008
5
00
8
5008
50
0
8
5009
5009
STA. 5+38 LT
INLET PROTECTION
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:05 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 02
18877_GESC Sheet 02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TRAVPT PK
TRAVPT-PK
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
5010
5010
501
0
5010
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
2
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
IP
IP
SF
SF
SF
SF
SF
SF
SSA
VTC
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
CWA
GB GB
GB GB
GB
GB
GB
GB
GB GB GB
GB
GB GB
GB GB
GB GB
GB
GB
GB
GB
GB
LDA
LDA
LDA
LDA
LDA
LDA
INTERIM EROSION CONTROL PLAN
EROSION 66
5
5
00
6
5
0
06
5007
5007
5007
5007
5007
5
0
08
5
008
5008
5008
5008
5008
5
0
08
5
00
9
5009
5
0
0
9
5009
5
00
9
5009
5009
5009
50
1
0
5010
5
0
10
5
0
1
0
5
010
5
0
10
5010
501
0
5010
5
0
10
5011
50
11
5
0
11
5011
5011
501
1
5012
5012
5
0
1
2
5012
5
012
5013
ELP
TELP
T
TVP
WV
H
Y
D
5006
5
0
06
50
0
7
50
0
7
5
0
07
5008
5
00
8
5008
50
0
8
5009
5009
STA. 5+38 LT
INLET PROTECTION
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 01.dgn
18877_GESC Sheet 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TRAVPT PK
TRAVPT-PK
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
1
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
IP
IP
SF
SF
SF
SF
SF
SF
SSA
VTC
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
CWA
LDA
LDA
LDA
LDA
LDA
LDA
EROSION
INITIAL EROSION CONTROL PLAN
MAINTENANCE SHALL BE INCLUDED IN THE COST OF THE BMP DEVICE.
SEDIMENT (EQUIPMENT) AND 208 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR). ALL OTHER BMP
B. BMP SEDIMENT REMOVAL AND DISPOSAL SHALL BE PAID FOR AS: 208 REMOVAL AND DISPOSAL OF
CONDITIONS.
FOR ALL BMPS SHOWN ABOVE ARE ESTIMATED, AND HAVE BEEN INCREASED FOR UNFORESEEN PROJECT
THAT ARE BEYOND THEIR USEFUL SERVICE LIFE, SEE SUBSECTION 208.03 AND 208.04 (E). QUANTITIES
MAPS SHALL BE REQUIRED ON THE PROJECT FOR UNFORESEEN CONDITIONS AND REPLACEMENT OF ITEMS
A. IT IS ANTICIPATED THAT ADDITIONAL BMPS AND BMP QUANTITIES NOT SHOWN ON THE SWMP SITE
NOTES:
GB
GB
GB GB
GB
GB
GB GB
GB
GB
GB
GB
GB
GB GB GB
GB GB
GB GB
GB
GB GB
GB GB
65
TELP
TELP
TELP
W
ELV
INV S (12" CMP)=5006.33
EX INLET
EX 18" CMP=5005.95
EX 12" CMP=5006.03
EX 18" PIPE=5004.81
INV. 5007.77
STA 31+60.69, 3.43' RT
C/O
@ 1.7%
72.0 LF 4" PERF UD
INV. 5008.96
STA 32+32.36, 0.80' RT
C/O
@ 2.6%
66.5 LF 4" SOLID UD
INV = 5010.67
STA 32+98.67, 6.90' RT
C/O
INV = 5010.97
5.76' RT
STA 33+43.06,
C/O
122 LF 4" PERF UD
INV = 5010.97
20.66' RT
STA 33+44.33,
C/O
@ 1.7%
PIPE UNDERDRAIN
166.8 LF 4 INCH NON-PERFORATED
100 YEAR CITY FLOODWAY
100 YEAR CITY FLOODPLAIN
4" PVC TO 18" CMP T-CONNECTION
INV=5005.1
STA 29+98.33, 4.41' RT
APPOX EX 18" STORM
VINE & SHIELDS
4
VINE DR.
SHIELDS ST
BSH
DWS
UNDERDRAIN DETAILS
30
+
00
31
+
00
32
+
00
DRAIN of 4
CAN BEGIN IN THE FLOODWAY.
2 .A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1. A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:30 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:13 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Underdrain Details.dgn
18877_Underdrain Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
W
TELP
TELP
EL
V
TELP
V
A
U
L
T
F
I
B
E
R
ELV
62
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:2 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:57 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CURB CUT & SED CATCH
DETAILS
18877_RDWY_CURB CUT & SED CATCH DETAILS
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 61
STA 15+78.05, 29.11' LT
GUTTER FLOW LINE
2
'
R
ELEV = 5006.42
STA 14+96.51, 32.16' LT
GUTTER FLOW LINE
TYPE 2 (SECTION II-B)
CURB & GUTTER
ELEV = 5006.42
STA 14+92.55, 4.43' RT
GUTTER FLOW LINE
ELEV = 5006.41
STA 14+94.09, 3.71' RT
GUTTER FLOW LINE
TYPE 2 (SECTION II-B)
CURB & GUTTER
TYPE 2 (SECTION II-B)
CURB & GUTTER
ELEV = 5006.41
STA 14+98.04, 32.87' LT
GUTTER FLOW LINE
ELEV = 5005.97
STA 15+34.84, 31.46' LT
GUTTER FLOW LINE
ELEV = 5005.94
STA 15+38.64, 28.87' LT
GUTTER FLOW LINE
ELEV = 5005.97
STA 15+34.47, 5.60' RT
GUTTER FLOW LINE
ELEV = 5005.94
STA 15+38.27, 8.18' RT
GUTTER FLOW LINE
5
'
R
2
'
R
5
'
R
1
'
R
2
'
R
1
'
R
2
'
R
1
'
R
2
'
R
2
'
R
1
'
R
VINE & SHIELDS
2
BSH
DWS
of 4
CURB CUT & SEDIMENT CATCH PLAN
A
A
B B
VARIES
VARIES
VARIES
VARIESVARIES
VARIES
VARIES
VARIES
0
.
54
%
0
.
54
%
0
.
5
4
%
0
.
54
%
SHIELDS ST
0' 2.5' 5' 10'
SHIELDS ST
0' 2.5' 5' 10'
SHIELDS ST
SHIELDS ST
0' 2.5' 5' 10'
0' 2.5' 5' 10'
www.wilsonco.com DRAIN
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:5 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:44 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CURB CUT & SED CATCH
PLAN.dgn
18877_RDWY_CURB CUT & SED CATCH PLAN.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 60
:
1
5007
5008
5009
5006
5008
5009
5009
EXISTING ROW
CONC. SIDEWALK (6 INCH)
50
10
5010
5010
5
01
0
5010
5010
ELEV.=5011.20
STA. 32+21.21,Lt. 26.78 LT
DITCH FL
ELEV.=5010.00
STA. 31+59.88,Lt. 27.27 LT
DITCH FL
ELEV.=5010.40
STA. 31+84.39,Lt. 28.03 LT
DITCH FL
ELEV.=5009.52
STA. 31+14.19,Lt. 16.38 LT
DITCH FL
3' CURB CUT
ELEV. = 5008.74
30+16.82, Lt. 28.74
END GUTTER SPECIAL
GUTTER (SPECIAL)
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
THICKENED EDGE
GUTTER (SPECIAL)
COMPACTED EARTH
RIPRAP DETAIL
6" OF GROUND COVER
6" FILTER MATERIAL (CLASS A)
6'x6'x1.5' OF RIPRAP (9 INCH)
CAN BEGIN IN THE FLOODWAY.
2.A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1.A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
4
:
1
AND REINFORCING STEEL
2. SEDIMENT CATCH BASIN SHALL BE PAID FOR AS CONCRETE CLASS D
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
FLOW FLOW
ABC CLASS 6
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
(1) #5 REBAR O.C.
EQUALLY SPACED
(8) #5 REBAR
SEDIMENT CATCH PROFILE
SEDIMENT CATCH PLAN
(1) #5 REBAR O.C.
EQUALLY SPACED
(8) #5 REBAR
FLOW
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:28 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Drainage Run Down Details.dgn
18877_Drainage Run Down Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TELP
TELP
59
TOP VIEW
SIDE VIEW
BOTTOM VIEW
30°
TOP VIEW
SIDE VIEW
BOTTOM VIEW
2"
1"
12"
6"
6"
12"
6"
2"
12"
(MIN)
20"
ART FOUND 1
NOT SHOWN
WELD PLATES
SCALE 1/4" = 1'
CONCEPT FOUNDATION ELEVATION VIEW
#5 REBAR 10" C/C EACH WAY 2" COVER.
TOP REBAR GRID:
#3 REBAR 12" C/C AROUND PERIMETER
REBAR SHEAR STIRRUPS:
52"ß #5 REBAR PERIMETER, TOP AND BOTTOM GRID
#5 REBAR 10" C/C EACH WAY 3" COVER.
BOTTOM REBAR GRID:
(1) HOOPS 12" C/C AND (2) HOOPS 24" C/C
3" C/C JUST BELOW VERTICAL BENDS, (2) HOOPS 6" C/C,
#3 REBAR 11"ß (MAX) TO MAINTAIN 3" COVER. (3) HOOPS
CONTAINMENT HOOPS:
COMPACTED TO 95% PROCTOR CAPACITY.
SOILS SURROUNDING FOUNDATION SHALL BE UNDISTRUBED SOIL OR SOIL
REINFORCING STEEL.
REBAR: GRADE 60 (MIN) - ALL REBAR SHALL CONFORM TO SECTION 602
SECTION 601 STRUCTURAL CONCRETE.
CONCRETE: F'(C) = 3000 PSI (MIN) - ALL CONCRETE SHALL CONFORM TO
MAINTAIN ACI 318 MINIMUM COVER.
PLATE FLUSH TO UPPER SLAB SURFACE WTIH RODS BETWEEN GRIDS.
PERIMETER SHEAR STIRRUPS. WELD PLATES SHOULD BE SUSPENDED WITH
CHAIRS AND HORIZONTAL CAGE ON SPACERS. ADD UPPER GRID WITH
SUSPEND ASSEMBLY IN DRILLED PIER AND TOP SLAB WITH GRID ON 3"
WE SUGGEST ASSEMBLY OF VERTICAL CAGE AND LOWER GRID IN A SHOP.
FROM SIDES AND BOTTOM.
(1) HOOPS 12" C/C AND (2) HOOPS 24" C/C. MAINTAIN 3" COVER
(3) HOOPS 3" C/C JUST BELOW VERTICAL BENDS, (2) HOOPS 6" C/C.
CONTAINMENT HOOPS: #3 REBAR 11"ß (MAX) TO MAINTAIN 3" COVER
BETWEEN UPPER AND LOWER GRIDS.
18" MINIMUM FROM VERTICAL AXIS (ABOUT 6" FROM PERIMETER),
REBAR HOOPS, MINIMUM BEND TO HORIZONTAL, EXTEND HORIZONTALLY
VERTICAL REBAR: (6) #6 REBAR VERTICAL IN PIER, TIE INSIDE #3
18"ß X 7' REINFORCED CONCRETE PIER.
SHEAR STIRRUPS 12" C/C AROUND PERIMETER REBAR.
COVER. #5 REBAR PERIMETER 52"ß EACH GRID. #3 REBAR
BOTTOM GRID: #5 REBAR 10" C/C EACH WAY 3" BOTTOM
TOP GRID: #5 REBAR 10" C/C EACH WAY 2" TOP COVER
5'ß X 12" REINFORCED CONCRETE BASE.
CONCRETE FOUNDATION SPECIFICATIONS:
MATERIAL.
AND STRUCTURAL TO WELDABLE
ALL WELDS MUST BE QUALIFIABLE
STEEL PLATE
0.5" (MIN) A36
STEEL ROD
A325 OR SIMILAR
WELDABLE REBAR,
0.75"ß A706
MAINTAIN 3" COVER FROM SIDES.
VERTICAL AXIS (ABOUT 6" FROM PERIMETER).
EXTEND HORIZONTALLY 18" MINIMUM FROM
REBAR HOOPS, MINIMUM BEND TO HORIZONTAL,
(6) #6 REBAR VERTICAL IN PIER, TIE INSIDE #3
VERTICAL BARS:
PCF LATERAL FLUID EQUIVALENT PRESSURE.
MAX BEARING FOR DL + 1/2 LL AND 35
FOOTING DESIGN BASED ON 1500 PSF
REASONABLE WEIGHT ESTIMATES
40 PSF OCCUPANCY LIVE LOAD
30 PSF ROOF LOAD SNOW LOAD
100 MPH - EXP B WIND LOAD
2012 IRC CODE AND METHODS
DESIGN BASED ON:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 5/8/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:23:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Art Foundation Details.dgn
18877_Art Foundation Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 58
P
T
501
+
89
.
08
P
O
E
502
+
10
.
26
P
I
501
+
76
.
75
5005
5010
5015
5020
5005
5010
5015
5020
500+00 500+50 501+00 501+50 502+00 502+50
Wall_NE
VPI=500+00.00
EL.=5011.39'
VPI=500+10.00
EL.=5011.37'
VPI=500+20.00
EL.=5011.36'
VPI=500+40.00
EL.=5011.30'
VPI=500+50.00
EL.=5011.12'
VPI=500+60.00
EL.=5010.93'
VPI=500+70
.
00
EL
.
=5010
.
76'
VPI=500+80.00
EL.=5010.59'
VPI=501+00.00
EL.=5010.24
'
VPI=501+20.00
EL
.
=5010.06'
VPI=501+40.00
EL.=5009.66'
VPI=501+65
.
37
EL.=5009.55
'
VPI=501+83.36
EL
.
=5009.31'
VPI=502+00.00
EL.=5009
.
20'
VPI=502
+
10.26
EL.=5009
.
09'
VPI=500+10.00
EL.=5011.94'
VPI=500+20.00
EL.=5011.99'
VPI=500+30.00
EL.=5012.04'
VPI=500+40.00
EL.=5012.11'
VPI=500+50.00
EL.=5012.19'
VPI=500+60.00
EL.=5012.20'
VPI=500+70.00
EL
.
=5012
.
12'
VPI=500+80.00
EL.=5011.94'
VPI=500+90.00
EL.=5011.72
'
VPI=501+00
.
00
EL.=5011.49'
VPI=501+10.00
EL
.
=5011
.
13'
VPI=501+20.00
EL.=5010.87'
VPI=501+30.00
EL.=5010.63
'
VPI=501+40
.
00
EL
.
=5010.42'
VPI=501+60.00
EL.=5010.19'
VPI=501+80.00
EL.=5009.91
'
VPI=501+90.00
EL.=5009
.
73
'
VPI=502+00.00
EL.=5009
.
55
'
VPI=502+01.61
EL.=5
0
09.52'
VPI=
5
02+10.26
VINE & SHIELDS
MINOR WALL & FENCE DETAILS
BSH
DMZ
FENCE 2 OF 2
0' 10' 20' 40'
VPI=500+00.00
EL.=5011.89'
EL.=5
0
09.59'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3
:
32:13
PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_V
i
ne_Sh
i
elds_In
t
ersec
t
ion\00000\Design\Drawings\18877_FENCE DETAILS_02.dgn
18877_FENCE DETAILS_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 57
1• " 1• "
‚
Ò ‡"Ý Holes
P L 1"
Post
Vertical
Ò W5x16
L 3"x2"x‚"
Bottom Rail
L 3"x2"x‚"
Bottom Rail
C
SECTION
12" Max. ‚
Spa. @
L 3x2x‚"
(Bottom Rail Similar)
Top of Minor Wall
CURB ANCHOR / MINOR WALL DETAIL
Notes:
Top of Minor Wall
L
‚
Typ.
Vertical Rail
(Typ.)
Screws w/Lockwasher
Button Head Cap
•"Ýx2" HS
(Typ.)
Vertical Post
W5x16
(Typ.)
Slotted Hole
w/1" Horiz.
P …x3x3ƒ"
Ò W5x16
of Post
Traffic Face
Middle Rail
Horizontal
Bottom Rail Shown
Horiz. Top or
of 2
BSH
DMZ
1
VINE & SHIELDS
MINOR WALLS AND FENCE DETAILS
9.
8.
7.
6.
5.
4.
3.
2.
1.
(CY) and reinforcing steel (LB).
Minor wall shall be paid for as concrete class D
for approval.
Fabricator shall supply shop drawings to Engineer
or 50 ksi.
Plates shall be ASTM A-709 (AASHTO M-270) Fy=36
snug only.
All bolts that have lockwashers shall be tightened to
Anchor bolt shall adhere to ASTM F-1554 Grade 36.
Section 522, Duplex Coating System.
accordance with the Project Special Provisions,
be painted (powder coated) after fabrication in
All Pedestrian Railing (Steel) (Special) materials shall
and erection.
washers shall be galvanized prior to painting
All anchor bolts, miscellaneous bolts, nuts and
from test panels provided by the contractor.
595B Color No. 37030, and is to be selected
be painted Black, equivalant to Federal Standard
Pedestrian Railing (Steel) (Special) components shall
and barrier plumb.
be 10'-0" max. Set all vertical elements of fence
Pedestrian Railing (Steel) (Special) post spacing shall
www.wilsonco.com FENCE
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_FENCE DETAILS_01.dgn
18877_FENCE DETAILS_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Anchor Plate
P L 7"x7"x1"
Anchor Bolt
Ò ƒ"Ýx8" Post
Vertical
W5x16
2%
Concrete Sidewalk
12
:
1
‚
3 places
#4 4 Total
L #4 @ 12"
(Match Exist. Elevation)
Asphalt Patching
56
Unit Information
bshearn 3:31:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_03.dgn
18877_DRIVEWAY_SHEET_03.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0
+
00
0
+
20
0
+
40
0
+
60
P
O
B
0
+
00
.
00
P
O
E
0
+
66
.
00
13+00
0
+
00
0
+
20
0
+
40
0
+
60
P
O
B
0
+
00
.
00
P
O
E
0
+
66
.
00
15+00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
of 3
BSH
DMZ
3
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5005
5010
0+00 0+50 1+00
5005
5010
5005
5010
0+00 0+50 1+00
14+73.51 LT
DRIVEWAY PROFILE
SHIELDS ST.
13+17.36 LT
DRIVEWAY PROFILE
SHIELDS ST.
VPI=0+24.00
EL.=5006.75'
VPI=0+26.00
EL.=5006.58'
VPI=0+36.00
EL.=5007.42'
VPI=0+42.00
EL.=5007.54'
VPI=0+48.06
EL.=5008.02'
-
2
.
00
%
8
.
33
%
2
.
00
%
8
.
00
%
VPI=0+24.00
EL.=5007.68'
VPI=0+26.00
EL.=5007.51'
VPI=0+36.00
EL.=5008.34'
VPI=0+42.00
EL.=5008.46'
VPI=0+48.28
EL.=5009.09'
-
2
.
00
%
8
.
33
%
2
.
00
%
10.00
%
VPI=0+00.00
CL SHIELDS STREET
EL.=5007.23'
VPI=0+00.00
CL SHIELDS STREET
EL.=5008.16'
ROW
EXISTING
ROW
PROPOSED
EASEMENT
TEMP CONST.
EASEMENT
TEMP CONST.
ROW
PROPOSED
ROW
EXISTING
SHIELDS ST STA 13+17 & STA 14+74
0' 10' 20' 40'
0' 10' 20' 40'
SHIELDS ST
SHIELDS ST
55
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:35 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_02.dgn
18877_DRIVEWAY_SHEET_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0
+
00
0
+
20
0
+
40
0
+
60
P
O
E
0
+
63
.
50
12+00
0
+
00
0
+
20
0
+
40
0
+
60
P
O
E
0
+
66
.
00
12+00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
of 3
BSH
DMZ
2
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5005
5010
0+00 0+50 1+00
5005
5010
5005
5010
0+00 0+50 1+00
12+16.36 LT
DRIVEWAY PROFILE
SHIELDS ST.
EASEMENT
TEMP CONST.
ROW
PROPOSED
11+75.14 RT
DRIVEWAY PROFILE
SHIELDS ST.
ROW
PROPOSED
EASEMENT
TEMP CONST.
VPI=0+00.00
VPI=0+24.00
EL.=5008.59'
VPI=0+26.00
EL.=5008.42'
VPI=0+36.00
EL.=5009.13'
VPI=0+42.00
EL.=5009.25'
VPI=0+45.51
EL.=5009.04'
-
2
.
00
%
7
.
06
%
2
.
00
%
-
6.0
0
%
VPI=0+24.00
EL.=5008.22'
VPI=0+26.00
EL.=5008.05'
VPI=0+36.00
EL.=5008.47'
VPI=0+42.00
EL.=5008.59'
VPI=0+47.00
EL.=5008.74'
-
2
.
00
%
4
.
21
%
2
.
00
%
2
.
93
%
VPI=0+00.00
STREET
CL SHIELDS
EL.=5008.70'
SHIELDS ST STA 11+75 & STA 12+16
0' 10' 20' 40'
0' 10' 20' 40'
SHIELDS ST
SHIELDS ST
STREET
CL SHIELDS
EL.=5009.07'
54
59
35
+
00
3
4
+
00
10
+
00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:20 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_01.dgn
18877_DRIVEWAY_SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
1 of 3
BSH
DMZ
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5015
5005
5010
5015
0+00 0+50 1+00
5010
5015
5010
5015
0+00 0+50
VPI=0+00.00
VPI=0+15.54
EL.=5011.30'
VPI=0+17.54
EL.=5011.14'
VPI=0+18.04
EL.=5011.18'
VPI=0+26.04
EL.=5011.34'
VPI=0+29.17
EL.=5011.28'
-
2
.
00
%
2
.
00
%
-
2
.
00
%
34+74.27 LT
DRIVEWAY PROFILE
VINE DR.
ROW
PROPOSED
EASEMENT
TEMP CONST.
ROW
PROPOSED
EASEMENT
UTILITY
VPI=0+00.00
VPI=0+26.79
EL.=5009.05'
VPI=0+28.79
EL.=5008.88' VPI=0+29.29
EL.=5008.92'
VPI=0+41.74
EL.=5009.17'
VPI=0+51.74
EL.=5008.57'
VPI=0+57.54
EL.=5007.99'
-
2
.
00
%
2
.
00
%
-
6.00
%
-
10
.
00
%
EASEMENT
TEMP CONST.
30+50.15 LT
DRIVEWAY PROFILE
VINE DR.
CL VINE DRIVE
EL.=5009.58'
CL VINE DRIVE
EL.=5011.62'
VINE DR STA 30+46 & STA 34+74
0' 10' 20' 40'
0' 10' 20' 40'
VINE DR
VINE DR
53
CURB TYPE 4
(SECTION II-B)
CURB AND GUTTER TYPE 2
ELEV. 5009.21
STA. 11+50.47, 26.08' RT
BACK OF CURB
8
'
6
'
ELEV. 5009.90
STA. 11+21.55, 34.00' LT
EDGE OF WALK
ELEV. 5009.70
STA. 11+32.65, 36.00' LT
EDGE OF WALK
END CURB TYPE 4 (SECTION B)
STA. 11+33.71, 36.00' LT
BEGIN CURB TYPE 4 (SECTION B)
STA. 11+51.92, 26.26' RT
ELEV. 5008.68
STA. 11+52.69, 25.85' RT
CURB FLOW LINE
ELEV. 5008.88
STA. 11+38.90, 24.72' LT
BACK OF CURB
ELEV. 5008.87
STA. 11+39.67, 24.31' RT
CURB FLOW LINE
7
'
6
'
8
'
CURB TYPE 4 (SECTION B)
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
TOE OF FILL
ELEV. 5009.38
STA. 11+32.94, 24.01' LT
BACK OF CURB
ELEV. 5012.94
STA. 8+32.75, 30.72' LT
EDGE OF WALK
ELEV. 5012.48
STA. 8+39.45, 30.87' LT
EDGE OF WALK
ELEV. 5013.04
STA. 8+57.95, 30.65' LT
EDGE OF WALK
ELEV. 5012.54
STA. 8+51.27, 30.85' LT
EDGE OF WALK
ELEV. 5012.82
STA. 8+33.03, 24.71' LT
BACK OF CURB
ELEV. 5012.36
STA. 8+39.57, 24.87' LT
BACK OF CURB
ELEV. 5012.35
STA. 8+39.57, 24.37' LT
CURB FLOW LINE
ELEV. 5012.92
STA. 8+57.66, 24.66' LT
BACK OF CURB
ELEV. 5012.42
STA. 8+51.13, 24.85' LT
BACK OF CURB
ELEV. 5012.41
STA. 8+51.12, 24.35' LT
CURB FLOW LINE
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
6
'
TOE OF FILL
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
VINE AND SHIELDS
BIKE ACCESS DETAILS
DETAILS 1 of 2
BSH
MAM
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:06 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_BIKE_ACCESS_DETS.dgn
18877_BIKE_ACCESS_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
1
.
35
%
SHIELDS ST
2
.
49
%
SHIELDS ST
2
.
64
%
SHIELDS ST
2
.
00
%
7
.
67
%
SHIELDS ST
8
.
33
%
52
STA. 34+67.31, 28.67' RT
BACK OF WALK
ELEV. 5011.19
STA. 34+66.46, 23.74' RT
FRONT OF WALK
ELEV. 5011.10
STA. 34+69.29, 20.59' RT
CURB FLOW LINE
ELEV. 5011.19
STA. 34+55.21, 20.12' RT
CURB FLOW LINE
BEGIN CURB TYPE 4 (SECTION B)
STA. 34+55.25, 19.63' RT
(SECTION II-B)
CURB AND GUTTER TYPE 2
END CURB TYPE 4 (SECTION B)
STA. 34+38.20, 25.55' RT
(SECTION B)
CURB TYPE 4
ELEV. 5011.80
STA. 34+48.84, 23.73' RT
FRONT OF WALK
ELEV. 5011.41
STA. 34+56.75, 30.48' RT
BACK OF WALK
ELEV. 5011.26
STA. 34+55.40, 22.60' RT
FRONT OF WALK
ELEV. 5011.96
STA. 34+50.19, 31.61' RT
BACK OF WALK
FILL
TOE OF
5
'
4
'
1
.
5
'
R
ELEV. 5009.22
STA. 30+93.51, 24.06' LT
CURB FLOW LINE
ELEV. 5009.23
STA. 30+93.68, 24.53' LT
BACK OF CURB
ELEV. 5009.65
STA. 30+88.06, 26.61' LT
BACK OF CURB
ELEV. 5009.42
STA. 31+07.72, 18.78' LT
CURB FLOW LINE
ELEV. 5009.97
STA. 31+33.28, 36.96' LT
EDGE OF WALK
ELEV. 5009.98
STA. 31+47.02, 33.98' LT
EDGE OF WALK
7
'
8
'
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION B)
CURB TYPE 4
(SECTION B)
BEGIN CURB TYPE 4
STA. 31+07.89, 19.25' LT
(SECTION B)
END CURB TYPE 4
STA. 31+43.32, 32.25' LT
TOE OF FILL
5
'
DETAILS 1 of 2
BIKE ACCESS DETAILS
BSH
MAM
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
VINE AND SHIELDS
2
.
68
%
2
.
00
%
VINE DR
2%
8
.
23
%
2
.
78
%
VINE DR
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_BIKE_ACCESS_DETS.dgn
18877_BIKE_ACCESS_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0.60
%
VINE DR
51
NORTH
SHIELDS ST-
5010.59
Lt. 28.08
10+66.35
EOP
5010.28
Lt. 24.41
10+77.33
EOP
5010.12
Lt. 26.35
10+77.83
FLOWLINE
5010.43
Lt. 29.91
10+67.15
FLOWLINE
5010.31
Lt. 29.63
10+77.13
GRADE BREAK
5010.53
Lt. 32.16
10+69.53
GRADE BREAK
5010.69
Lt. 34.11
10+70.06
EDGE OF WALK
5011.26
Lt. 39.72
10+59.63
EDGE OF WALK
5011.42
Lt. 46.25
10+64.25
BACK OF WALK
5010.86
Lt. 42.00
10+71.95
BACK OF WALK
5010.69
Lt. 34.00
10+78.32
EDGE OF WALK
5010.85
Lt. 42.00
10+78.32
BACK OF WALK
5010.91
Lt. 42.00
10+82.30
BACK OF WALK 5010.69
Lt. 34.00
10+82.30
EDGE OF WALK
5010.16
Rt. 20.28
10+76.64
EOP
5010.75
Rt. 24.59
10+53.26
EOP
5010.48
Rt. 22.59
10+62.60
EOP
5010.29
Rt. 21.15
10+70.65
EOP
5009.99
Rt. 22.25
10+76.91
FLOWLINE
5010.13
Rt. 23.13
10+70.97
FLOWLINE
5010.32
Rt. 24.55
10+62.98
FLOWLINE
5010.59
Rt. 26.53
10+53.72
FLOWLINE
5010.50
Rt. 22.75
10+76.97
EDGE OF WALK
5010.14
Rt. 23.62
10+71.05
EDGE OF WALK
5010.33
Rt. 25.04
10+63.08
EDGE OF WALK
5011.09
Rt. 27.01
10+53.84
EDGE OF WALK
5010.65
Rt. 30.69
10+78.03
BACK OF WALK
5010.30
Rt. 31.52
10+72.32
BACK OF WALK
5010.49
Rt. 32.89
10+64.60
BACK OF WALK
5011.25
Rt. 34.81
10+55.69
BACK OF WALK
1%
2%
8
.
33
%
4
.
5
%
6.2%
8.33%
2
%
4.82%
SOUTH
SHIELDS ST-
2%
2%
2%
7.3%
5013.30
Lt. 32.21
8+89.09
BACK OF WALK
5012.86
Lt. 33.64
8+93.53
BACK OF WALK
5012.92
Lt. 36.04
8+99.26
BACK OF WALK
5013.32
Lt. 38.19
9+03.40
BACK OF WALK
5013.48
Lt. 39.47
9+05.17
BACK OF WALK
5012.85
Lt. 23.97
8+90.76
EOP
5012.90
Lt. 25.51
8+95.45
EOP
5012.95
Lt. 28.06
9+01.50
EOP
5013.01
Lt. 31.22
9+08.65
EOP
5012.85
Lt. 33.06
9+07.87
FLOWLINE
5012.79
Lt. 29.93
9+00.95
FLOWLINE
5012.73
Lt. 27.42
8+94.98
FLOWLINE
5012.68
Lt. 25.90
8+90.35
FLOWLINE
5013.18
Lt. 26.39
8+90.25
EDGE OF WALK
5012.74
Lt. 27.90
8+94.86
EDGE OF WALK
5012.80
Lt. 30.40
9+00.81
EDGE OF WALK
5013.35
Lt. 33.52
9+07.68
EDGE OF WALK
6.7%
5012.88
Rt. 22.12
8+92.46
EOP
5012.99
Rt. 24.47
9+06.10
EOP
5012.82
Rt. 26.42
STA. 9+05.65
FLOWLINE
5012.71
Rt. 24.08
STA. 8+91.90
FLOWLINE
5012.85
Rt. 30.64
STA. 8+91.28
TOP OF RAMP
5013.33
Rt. 51.97
STA. 8+72.27
EDGE OF WALK
5013.24
Rt. 49.38
STA. 8+79.10
BEGIN RADIUS
5013.34
Rt. 49.19
STA. 8+95.39
BEGIN RADIUS
5013.30
Rt. 55.39
STA. 9+04.04
EDGE OF WALK
5013.01
Rt. 32.46
STA. 9+02.44
TOP OF RAMP
50
BACK OF WALK
0.5% 2%
8.33%
5%
5011.05
Lt. 24.28
32+30.39
EOP
5011.16
Lt. 26.84
32+41.17
EOP
5010.88
Lt. 26.23
32+29.95
FLOWLINE 5010.99
Lt. 28.78
32+40.68
FLOWLINE
5011.13
Lt. 31.34
32+38.53
GRADE BREAK
5011.04
Lt. 29.49
32+30.74
GRADE BREAK
5011.44
Lt. 34.14
32+29.68
EDGE OF WALK
5011.37
Lt. 34.15
32+37.88
EDGE OF WALK
4.99%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:47 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_CURB_RAMP_DETS.dgn
18877_CURB_RAMP_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR-EAST
5012.12
Rt. 28.25
34+05.49
FLOWLINE
5011.78
Rt. 25.19
34+13.86
FLOWLINE
5011.98
Rt. 28.46
34+13.11
GRADE BREAK
5012.22
Rt. 30.60
34+07.12
GRADE BREAK
5012.14
Rt. 30.39
34+13.58
EDGE OF WALK
5012.41
Rt. 32.83
34+07.57
EDGE OF WALK
5012.31
Rt. 28.91
34+19.39
EDGE OF WALK
5012.57
Rt. 40.02
34+09.69
BACK OF WALK
5012.30
Rt. 38.14
34+15.54
BACK OF WALK
5012.47
Rt. 36.67
34+21.36
BACK OF WALK
2
.
7
%
2%
8.33%
5%
5012.95
Rt. 39.41
34+02.06
EDGE OF WALK
5013.11
Rt. 44.80
34+05.95
BACK OF WALK
5011.69
Lt. 25.17
33+87.75
EOP
5011.64
Lt. 24.03
33+99.39
EOP
5011.58
Lt. 21.97
34+11.32
EOP 5011.55
Lt. 20.25
34+17.75
EOP
5011.53
Lt. 27.15
33+87.97
FLOWLINE
5011.48
Lt. 25.99
34+00.06
FLOWLINE
5011.42
Lt. 23.88
34+11.91
FLOWLINE
5011.39
Lt. 22.17
34+18.21
FLOWLINE
5011.89
Lt. 22.65
34+18.33
EDGE OF WALK
5011.43
Lt. 24.36
34+12.05
EDGE OF WALK
5011.48
Lt. 26.48
34+00.24
EDGE OF WALK
5012.03
Lt. 27.65
33+88.03
EDGE OF WALK
5012.19
Lt. 35.60
33+89.46
BACK OF WALK
5011.64
Lt. 34.24
34+03.87
BACK OF WALK
5011.59
Lt. 32.01
34+14.41
BACK OF WALK
5012.04
Lt. 30.46
34+20.21
BACK OF WALK
5012.28
Rt. 26.37
34+05.00
EOP 5011.95
Rt. 23.24
34+13.40
EOP
2%
7
.
3
%
7
.
5
%
5
.
0
%
5011.93
Rt. 30.78
STA. 32+42.06
FLOWLINE
5011.62
Rt. 27.22
STA. 32+31.24
FLOWLINE
5012.17
Rt. 33.79
STA. 32+31.73
EDGE OF WALK
5012.32
Rt. 35.47
STA. 32+39.58
EDGE OF WALK
5012.15
Rt. 33.74
STA. 32+25.71
EDGE OF WALK
5012.31
Rt. 41.74
STA. 32+25.73
EDGE OF WALK
5013.16
Rt. 49.10
STA. 32+49.60
EDGE OF WALK
5012.36
Rt. 41.82
STA. 32+31.06
EDGE OF WALK
5012.48
Rt. 43.09
STA. 32+37.13
EDGE OF WALK
0.6% 2%
8.0%
5011.79
Rt. 25.29
32+31.76
EOP
5012.11
Rt. 28.92
32+42.79
EOP
5013.00
Rt. 42.45
STA. 54.04
EDGE OF WALK
4.90
%
49
10
'
10
'
10
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Jointing Plan 01.dgn
18877_Jointing Plan 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DMZ
JOINT 1 OF 1
PAVEMENT
BEGIN ASPHALT
JOINT DETAILS
48
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:21 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_05.dgn
18877_GRADING_PLAN SHEET_05.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
SHIELDS ST
GRADING PLAN SHEETS
of 5
2% 2% 2% 2%
0
.
54
%
0
.
54
%
GRADING 47
2
%
2
%
2
%
2%
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 1
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
3
MATCH LINE SEE SHEET 5
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2%
2
%
2
%
2
%
2
%
2%
2%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_04.dgn
18877_GRADING_PLAN SHEET_04.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
50
1
0
5010
5010
5015
VINE & SHIELDS
4
BSH
DWS
GRADING PLAN SHEET
of 5
2
%
GRADING
~
46
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
2
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
4
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2
%
2
%
ELEV. = 5013.46
9+08.01, Rt. 63.50
BACK OF WALK
ELEV. = 5012.42
9+33.80, Rt. 94.26
BACK OF WALK
ELEV. = 5012.95
8+39.29, Rt. 50.55
BACK OF WALK
ELEV. = 5013.41
8+63.82, Rt. 57.86
BACK OF WALK
V
A
R
I
E
S
VA
R
I
E
S
2
%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_03.dgn
18877_GRADING_PLAN SHEET_03.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
5015
DWS
BSH
VINE & SHIELDS
3
GRADING PLAN SHEET
GRADING of 5
~
45
DWS
GRADING PLAN SHEET
2
%
2
%
2
%
2
%
of 5
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
36
+
00
2
%
2
%
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
V
A
R
I
E
S
VA
R
I
E
S
ELEV. = 5012.42
34+22.66, Rt. 36.34
BACK OF WALK
www.wilsonco.com GRADING
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:39 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_02.dgn
18877_GRADING_PLAN SHEET_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
50
10
5010
5015
2
%
2
%
~
44
+
00
10
+
00
11+00
3
4
+
00
2
%
2
%
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
2
%
2
%
VA
R
I
E
S
VA
R
I
E
S
2
%
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2
%
2
%
2
%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:26 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_01.dgn
18877_GRADING_PLAN SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
ELEV. = 5009.10
30+28.08, Lt. 41.76
BACK OF WALK
ELEV. = 5009.27
30+64.15, Lt. 41.82
BACK OF WALK
ELEV. = 5009.50
30+16.89, Lt. 41.74
BACK OF WALK
5010
5010
5010
5010
5
0
10
5010
ELEV. = 5010.20
31+59.55, Lt. 42.01
BACK OF WALK
ELEV. = 5011.42
31+97.46, Lt. 42.08
BACK OF WALK
5015
VINE & SHIELDS
1
BSH
DWS
GRADING PLAN SHEET
GRADING of 5
CAN BEGIN IN THE FLOODWAY.
2.A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1.A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
~
43
.
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8100
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-
310
-
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V
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\
00000
\
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s
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18877_
M
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_
D
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A
I
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S
H
EET
_07
.
D
GN
18877_MEDIAN_DETAILS_SHEET_07.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
7
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
30+00 30+50 31+00
Splitter-South 1
VPI=30+00.00
EL.=5013.10'
VPI=30+14.77
EL.=5013.13'
VPI=30+23.46
EL.=5013.27'
VPI=30+30.57
EL.=5013.17'
VPI=30+42.99
EL.=5013.14'
VPI=30+46.73
EL.=5013.17'
VPI=30+50.52
EL.=5013.11'
VPI=30+52.22
EL.=5013.10'
-
1
.
43
%
-0.21%
-
1
.
62
%
-0.25%
5005
5010
5015
5020
5005
5010
5015
5020
35+00 35+50 36+00
Splitter-South 2
VPI=35+00.00
EL.=5013.13'
VPC=35+03.91
VPI=35+06.41 EL.=5013.14'
EL.=5013.15' VPT=35+08.91
VPC=35+11.54 EL.=5013.24'
EL.=5013.33' VPI=35+14.04
VPT=35+16.54 EL.=5013.42'
EL.=5013.42'
VPC=35+24.46
EL.=5013.45'
VPI=35+29.46
EL.=5013.46'
VPT=35+34.46
EL.=5013.32'
VPC=35+34.67
EL.=5013.32'
VPI=35+39.67
EL.=5013.18'
VPT=35+44.67
VPC=35+46.24 EL.=5013.24'
EL.=5013.26'
VPI=35+51.24
EL.=5013.32'
VPT=35+56.24
EL.=5013.23'
VPI=35+60.75
EL.=5013.14'
VPI=35+62.61
EL.=5013.13'
-
2.78
%
-
1
.
92
%
V.C. = 5.00'
e = 0.02'
K = 1.61
V.C. = 5.00'
e = -0.02'
K = 1.59
V.C. = 10.00'
e = -0.04'
K = 3.24
V.C. = 10.00'
e = 0.05'
K = 2.50
V.C. = 10.00'
e = -0.04'
K = 3.18
0.16%
1
.
62
%
0.77
%
0.36%
3
.
46
%
0.30%
1
.
22
%
-
0
.
45
%
42
I
N
T
01
.
w
i
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m
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8100
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\
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13
-
100
-
310
-
00_
V
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_
S
h
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s
_
I
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s
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i
on
\
00000
\
D
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s
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\
D
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a
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i
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s
\
18877_
M
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_
D
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A
I
L
S
_
S
H
EET
_06
.
D
G
N
18877_MEDIAN_DETAILS_SHEET_06.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
6
VINE & SHIELDS
MEDIAN DETAILS
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
40+00 40+50 41+00
Splitter-North 1
VPI=40+00.00
EL.=5010.39'
VPC=40+26.33
EL.=5009.95'
VPI=40+31.33
EL.=5009.87'
VPT=40+36.33
EL.=5009.95'
VPC=40+65.84
EL.=5010.46'
VPI=40+70.84
EL.=5010.55'
VPT=40+75.84
EL.=5010.47'
VPI=40+80.38
EL.=5010.39'
-
1
.
67
%
-
1
.
6
7
%
V.C. = 10.00'
e = 0.04'
K = 2.95
V.C. = 10.00'
e = -0.04'
K = 2.95
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
45+00 45+50 46+00
Splitter-North 2
VPI=45+00.00
EL.=5010.70'
VPC=45+05.67
EL.=5010.62'
VPI=45+10.67
EL.=5010.55'
VPT=45+15.67
EL.=5010.62'
VPC=45+30.65
EL.=5010.82'
VPI=45+33.15
EL.=5010.86'
VPT=45+35.65
EL.=5010.95'
VPC=45+35.87
EL.=5010.96'
VPI=45+38.37
EL.=5011.05'
VPT=45+40.87
EL.=5011.04'
VPC=45+48.78
EL.=5011.02'
VPI=45+50.28
EL.=5011.01'
VPT=45+51.78
EL.=5010.89'
VPC=45+51.81
EL.=5010.89'
VPI=45+53.81
EL.=5010.73'
VPT=45+55.81
EL.=5010.70'
VPI=45+55.91
EL.=5010.70'
-
1
.
41
%
-0.30%
-
8
.
00
%
-1.41%
V.C. = 10.00'
e = 0.03'
K = 3.59
V.C. = 5.00'
e = 0.01'
K = 2.21
V.C. = 5.00'
e = -0.02'
K = 1.27
V.C. = 3.00'
e = -0.03'
K = 0.39
V.C. = 4.00'
e = 0.03'
K = 0.61
1
.
72
%
1
.
37
%
3
.
64
%
41
P
W
I
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T
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8100
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100
-
310
-
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V
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\
00000
\
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\
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18877_
M
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A
I
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S
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EET
_05.
D
G
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18877_MEDIAN_DETAILS_SHEET_05.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
5
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
10+00 10+50 11+00 11+50 12+00
Splitter-West 1
VPI=10+00.00
EL.=5010.46'
VPC=10+12.50
EL.=5010.63'
VPI=10+25.00
EL.=5010.80'
VPT=10+37.50
EL.=5010.98'
VPI=10+60.00
EL.=5011.28'
VPC=10+72.19
VPI=10+74.69 EL.=5011.44'
EL.=5011.47' VPT=10+77.19
EL.=5011.55'
VPC=10+87.11
EL.=5011.84' VPI=10+89.61
VPT=10+92.11 EL.=5011.92'
EL.=5011.84'
VPC=11+10.16
EL.=5011.30'
VPI=11+25.16
EL.=5010.84'
VPT=11+40.16
EL.=5010.59'
VPC=11+50.34
EL.=5010.42'
VPI=11+62.84
EL.=5010.22'
VPT=11+75.34
EL.=5010.46'
-
3
.
0
3
%
-
1
.
66
%
V.C. = 25.00'
e = -0.00'
K = 1258.38
V.C. = 5.00'
e = 0.01'
K = 2.92
V.C. = 5.00'
e = -0.04'
K = 0.83
V.C. = 30.00'
e = 0.05'
K = 21.94
V.C. = 25.00'
e = 0.11'
K = 6.97
5005
5010
5015
5020 5020
5005
5010
5015
5020
15+00 15+50 16+00
Splitter-West 2
VPI=15+00.00
EL.=5011.65'
VPC=15+02.75
EL.=5011.68'
VPI=15+07.75
EL.=5011.74'
VPT=15+12.75
EL.=5011.86'
VPC=15+20.56
EL.=5012.05'
VPI=15+25.56
EL.=5012.17'
VPT=15+30.56
EL.=5012.19'
VPI=15+35.20
VPC=15+37.96 EL.=5012.20'
EL.=5012.19'
VPI=15+42.96
EL.=5012.17'
VPT=15+47.96
EL.=5011.99'
VPC=15+55.70
VPI=15+58.20 EL.=5011.71'
EL.=5011.62' VPT=15+60.70
EL.=5011.64'
VPI=15+60.90
EL.=5011.65'
-
0
.
45
%
-
3
.
58
%
V.C. = 10.00'
e = 0.01'
K = 8.75
V.C. = 10.00'
e = -0.03'
K = 4.87
V.C. = 10.00'
e = -0.04'
K = 3.19
V.C. = 5.00'
e = 0.03'
K = 1.14
1.39
%
1
.
37
%
1.29
%
3
.
00
%
1.92
%
1.26
%
2
.
40
%
0.35%
0
.
82
%
40
T
01.
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-
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-
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\
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\
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\
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i
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s
\
18877_
M
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A
I
L
S
_
S
H
EET
_04
.
D
G
N
18877_MEDIAN_DETAILS_SHEET_04.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
4
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
20+00 20+50 21+00 21+50 22+00
Splitter-East 1
VPI=20+00.00
EL.=5011.51'
VPC=20+77.61
EL.=5011.89'
VPI=20+87.61
EL.=5011.94'
VPT=20+97.61
EL.=5011.89'
VPI=21+70.69
EL.=5011.53'
-
0
.
50
%
V.C. = 20.00'
e = -0.03'
K = 20.00
5005
5010
5015
5020 5020
5005
5010
5015
5020
25+00 25+50 26+00
Splitter-East 2
VPI=25+00.00
EL.=5012.12'
VPC=25+10.89
EL.=5011.94'
VPI=25+15.89
EL.=5011.85'
VPT=25+20.89
EL.=5011.99'
VPC=25+35.19
EL.=5012.37'
VPI=25+40.19
EL.=5012.51'
VPT=25+45.19
EL.=5012.41'
VPI=25+59.80
EL.=5012.12'
-
1
.
70
%
-
1.97
%
V.C. = 10.00'
e = 0.06'
K = 2.27
V.C. = 10.00'
e = -0.06'
K = 2.14
0.50%
2.70
%
39
SP
L
I
TTE
R
-
E
A
S
T
1
S
L
P
I
TTE
R
-
E
A
S
T
2
S
OU
T
H
1
SP
L
I
TTE
R
-
S
OU
T
H
2
SP
L
I
TTE
R
-
NO
R
T
H
2
SP
L
I
TTE
R
-
NO
R
T
H
1
SP
L
I
TTE
R
-
MEDIAN DETAIL A
SEE TYPICAL SECTION
DETAIL B
SECTION MEDIAN
SEE TYPICAL
MEDIAN DETAIL B
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL D
SEE TYPICAL SECTION
MEDIAN DETAIL B
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL B
SEE TYPICAL SECTION
0' 10' 20' 40'
MEDIAN
MEDIAN DETAILS
VINE DRIVE
BSH
DMZ
1 of 7
0' 10' 20' 40'
0' 10' 20' 40'
0' 10' 20' 40'
31
+
50
32
+
50
P
O
B
10
+
0
0
.
0
0
P
C
10
+
05.3
7
P
RC
10
+
74
.
69
P
T
10
+
80
.
20
P
C
10
+
8
6
.
5
9
P
RC
10
+
91
.
13
P
RC
11
+
04
.
18
P
CC
11
+
36
.
20
PT 11+66.21
PC 11+67.10
P
T
11
+
75
.
3
4
P
I
10
+
40.09
P
I
10
+
78
.
61
P
I
10
+
89
.
43
P
I
10
+
97
.
68
PI 11+47.90
P
C
15
+
00.00
P
RC
15
+
06
.
24
P
RC
15
+
15
.
72
P
R
C
15
+
2
5
.
41
P
RC
15
+
35
.
20
P
RC
15
+
41
.
74
P
T
15
+
46
.
00
P
C
15
+
57
.
07
P
T
15
+
60
.
9
0
P
I
15
+
03
.
12
P
I
15
+
13
.
20
P
I
15
+
20
.
57
P
I
15
+
32
.
85
P
I
15
+
38.47
P
I
15
+
44
.
32
P
I
15
+
59
.
30
34
+
00
P
C
25
+
21
.
35
P
RC
25
+
25
.
13
P
I
25
+
23
.
54
PC 35+00.00
PRC 35+06.41
P
RC
35
+
15
.
84
P
RC
35
+
26
.
37
PRC 35+36.48
P
RC
35
+
43
.
80
P
T
35
+
47
.
87
P
C
35
+
58
.
89
PT 35+62.61
PI 35+03.20
P
I
35
+
13.30
P
I
35
+
21.11
P
I
35
+
34
.
35
PI 35+40.14
PI 35+46.22
P
I
3
5
+
6
1
.
0
3
P
C
30
+
00
.
00
P
RC
30
+
14
.
70
P
T
30
+
20
.
31
P
C
3
0
+
2
4
.
69
P
RC
30
+
29.65
P
RC
30
+
43
.
46
P
T
30
+
52
.
22
P
I
30
+
07
.
35
P
I
30
+
18
.
76
P
I
30
+
27
.
95
PI 30+36.56
9
+
00
9
+
50
34
+
00
34
+
50
35
+
00
P
C
25
+
00.00
P
RC
25
+
0
7
.
02
P
T
25
+
11
.
19
P
C
25
+
21.35
P
RC
2
5
+
25
.
13
PRC 25+31.20
PRC 25+40.61
PRC 25+49.81
PT 25+59.81
P
I
25
+
03
.
51
P
I
2
5
+
09
.
52
P
I
25
+
23
.
54
PI 25+28.17
PI 25+38.06
PI 25+45.22
P
I
25
+
57
.
60
P
O
B
20
+
00
.
00
P
C
20
+
55.97
P
RC
20
+
78
.
16
P
T
20
+
83.60
P
C
20
+
88
.
21
P
RC
20
+
93
.
05
P
T
21
+
02
.
21
P
O
E
21
+
70
.
69
P
I
20
+
67
.
08
P
I
20
+
81.99
P
I
20
+
91
.
34
P
I
20
+
97
.
63
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:28:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_MEDIAN_DETAILS_SHEET_01
18877_MEDIAN_DETAILS_SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
P
C
45
+
00
.
00
P
RC
45
+
07
.
93
P
T
45
+
12
.
23
P
C
45
+
19.54
PRC 45+23.59
PRC 45+31.25
P
RC
4
5
+
40
.
25
P
RC
45
+
46
.
40
PT 45+55.91
P
I
45
+
03
.
97
P
I
45
+
10
.
55
P
I
45
+
21.95
PI 45+27.42
PI 45+37.55
PI 45+43.33
PI 45+53.41
PC 40+00.00
P
T
40
+
12
.
26
PC 40+26.43
PT 40+39.78
P
C
40
+
53
.
94
P
RC
40
+
66
.
85
P
T
40
+
7
2
.
07
P
C
40
+
75
.
68
P
T
40
+
80
.
39
PI 40+06.14
P
I
40
+
60
.
40
P
I
40
+
70
.
41
P
I
40
+
7
8.
6
7
10+50
11+00
36
5020
400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 404+50 405+00
EOP-SW
5005
5010
5015
5020
5005
5010
5015
5020
100+00 100+50 101+00 101+50
102+00
102+50 103+00 103+50
EOP-SE
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
201+00 201+50 202+00 202+50 203+00 203+50 204+00
EOP-NE
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
301+00 301+50 302+00 302+50 303+00 303+50 304+00
EOP-NW
VPC=400+92.71
EL.=5009.51'
VPI=401+42.71
EL.=5009.86'
VPT=401+92.71
EL.=5011.22'
VPC=402+43.41
EL.=5012.61'
VPI=402+68.41
EL.=5013.29'
VPT=402+93.41
EL.=5013.11'
VPI=403+47.68
EL.=5012.71'
2.74
%
-
0
.
7
3
%
V.C. = 100.00'
e = 0.26'
SSD = 1019'
K = 48.86
V.C. = 50.00'
e = -0.22'
SSD = 336'
K = 14.41
VPI=201+30.27
EL.=5011.21'
VPC=202+33.54
EL.=5011.68'
VPI=202+58.54
EL.=5011.79'
VPT=202+83.54
EL.=5011.13'
VPC=203+00.25
EL.=5010.69'
VPI=203+25.25
EL.=5010.02'
VPT=203+50.25
EL.=5009.64'
VPI=203+59.78
EL.=5009.49'
0.45%
-
2
.
66
%
-
1
.
54
%
V.C. = 50.00'
e = -0.19'
SSD = 372'
K = 16.09
V.C. = 50.00'
e = 0.07'
SSD = 233'
K = 44.68
EL.=5012.73'
VPC=101+18.04
EL.=5012.73'
VPI=101+35.20
EL.=5012.76'
VPT=101+52.35
EL.=5012.93'
VPC=101+73.47
EL.=5013.13'
VPI=101+83.47
EL.=5013.22'
VPT=101+93.47
EL.=5013.05'
VPC=102+08.39
EL.=5012.78'
VPI=102+18.39
EL.=5012.61'
VPT=102+28.39
EL.=5012.30'
VPC=102+32.94
EL.=5012.16'
VPI=102+52.94
EL.=5011.56'
VPT=102+72.94
EL.=5011.43'
VPI=103+13.78
EL.=5011.16'
0.19%
0
.
95
%
-
1
.
76
%
-
3
.
05
%
-
0
.
65
%
V.C. = 34.31'
e = 0.03'
SSD = 235'
K = 45.16
V.C. = 20.00'
e = -0.07'
SSD = 409'
K = 7.39
V.C. = 20.00'
e = -0.03'
SSD = 848'
K = 15.53
V.C. = 40.00'
e = 0.12'
SSD = 383'
K = 16.69
VPI=301+06.09
EL.=5009.80'
VPC=302+04.01
EL.=5010.92'
VPI=302+25.51
EL.=5011.16'
EL.EL.24'=5011.24'
VPI=302+67.00
EL.=5011.32'
VPT=302+87.00
EL.=5010.96'
VPC=302+95.46
EL.=5010.81' VPI=303+06.54
EL.=5010.62'
VPT=303+17.61
EL.=5010.29' VPC=303+17.61
EL.=5010.29'
VPI=303+39.27
EL.=5009.65'
VPT=303+60.93
EL.=5009.36'
1
.
14
%
0.37%
-
1
.
77
%
-
2
.
96
%
V.C. = 42.99'
e = -0.04'
SSD = 1432'
K = 56.19
V.C. = 40.00'
e = -0.11'
SSD = 524'
K = 18.67
V.C. = 22.15'
e = -0.03'
SSD = 919'
K = 18.64
V.C. = 43.32'
e = 0.09'
SSD = 160'
K = 26.56
VPCC=302+47.00
-
1
.
32
%
0
.
69
%
35
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:37 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-EOP_SHEET_01.dgn
18877_GEOMETRY-EOP_SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0' 25' 50' 100'
202
+
00
203
+
00
P
O
B
201
+
30
.
27
P
C
201
+
92
.
59
P
CC
2
02
+
45
.
4
0
P
CC
202
+
90
.
81
302
+
00
303
+
00
P
CC
302
+
48
.
86
P
CC
3
03
+
14
.
57
P
T
30
3
+
36
.
3
2
P
O
E
3
03
+
6
0
.
9
3
401
+
00
402
+
00
40
3
+
0
0
404
+
00
P
RC
401
+
78.85
P
CC
4
02
+
3
4
.
06
P
CC
402
+
72
.
58
P
T
403
+
47.68
P
C
404
+
01
.
68
P
I
401
+
27
.
03
P
I
402
+
07.18
P
I
404
+
32
.
55
101
+
00
102
+
00
103
+
00
POB 100+00.00
PC 100+40.53
PRC 100+51.13
P
T
100
+
67.85
P
C
101
+
03.82
P
R
C
101
+
18
.
04
P
CC
101
+
74
.
87
P
CC
102
+
02
.
18
P
T
102
+
73
.
78
P
O
E
103
+
13
.
78
PI 100+46.93
P
I
100
+
60
.
48
P
I
101
+
10
.
93
P
O
E
/
P
T
404
+
63.33
P
O
B
/P
C
400
+
74
.
84
P
O
B
/P
C
301
+
06.
09
P
O
E
/
P
T
2
03
+
59
.
78
VINE & SHIELDS
EDGE OF PAVEMENT GEOMETRY
BSH
DMZ
EOP GEO 1 OF 2
PI 402+53.91
PI 403+10.20
P
I
301
+
77.97
PI 302+84.83
PI 303+25.49
PI 203+25.51
PI 202+69.08
P
I
202
+
19
.
63
P
I
102
+
38
.
10
PI 101+89.55
PI 101+47.24
34
0
19
+
00
P
O
B
6
+
35
.
56
P
C
7
+
93
.
88
P
T
8
+
58
.
95
P
C
8
+
77
.
06
P
T
9
+
0
3
.
7
0
P
C
9
+
4
4
.
76
P
T
9
+
68
.
46
P
I
10
+
00
.
32
P
O
E
2
0
+
00
.
3
2
P
I
8
+
26
.
55
P
I
8
+
90
.
45
P
I
9
+
56
.
66
29
+
29 12
+
12
30
+
00
31
+
00
3
2
+
0
0
33
+
00
34
+
00
35
+
00
36+00
P
O
B
29
+
1
2.
13
P
C
33
+
27
.
75
P
T
33
+
51
.
57
P
C
33
+
88
.
47
P
T
34
+
10
.
88
P
I
35
+
58
.
30
P
O
E
37
+
00
.
00
P
I
33
+
3
9
.
80
P
I
33
+
99
.
7
9
VINE & SHIELDS
1
BSH
DWS
GEO of 1
GEOMETRIC LAYOUT
2
+
00
3
+
00
PCC 1+88.50
PT 3+76.99
PC 0+00.00=
ICD
0' 50' 100' 200'
33
2
.
00
%
-
2
.
95
%
-
2
.
03
%
V.C. = 40.00'
e = 0.08'
SSD = 160'
K = 26.67
V.C. = 200.00'
e = 0.38'
SSD = 552'
K = 130.60
VPT=12+47.11
EL.=5008.51'
VPC=13+25.00
EL.=5008.12'
VPI=14+00.00
EL.=5007.74'
VPRC=14+75.00
EL.=5007.22'
VPI=15+50.00
EL.=5006.69'
VPT=16+25.00
EL.=5006.32'
VPI=16+30.00
EL.=5006.29'
-
0
.
50
%
-
0
.
50
%
V.C. = 200.00'
e = 0.38'
SSD = 552'
K = 130.60
V.C. = 150.00'
e = -0.04'
SSD = 5471'
K = 750.00
V.C. = 150.00'
e = 0.04'
SSD = 2735'
K = 750.00
COUNTY PROJECT
MATCH LARIMER
www.wilsonco.com of 2
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:13 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 32
EL.=5012.58'
VPC=33+97.89
EL.=5012.16'
VPI=34+22.89
EL.=5011.87'
VPT=34+47.89
EL.=5011.75'
0.49%
1
.
52
%
0.34%
-
1
.
15
%
-
0
.
50
%
V.C. = 100.00'
e = 0.13'
SSD = 427'
K = 96.37
V.C. = 50.00'
e = 0.04'
SSD = 355'
K = 76.75
EL.=5011.20'
-
0
.
50
%
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
VINE DR PROFILE
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:12 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
of 2
5000
5010
5020
5000
5020
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
VPI=0+00.00
EL.=5013.47'
VPC=0+00.21
EL.=5013.47'
VPI=0+34.21
EL.=5013.47'
VPT=0+68.21
EL.=5012.80'
VPC=1+21.30
EL.=5011.73'
VPI=1+88.80
EL.=5010.38'
VPT=2+56.30
EL.=5011.73'
VPC=3+09.80
EL.=5012.80'
VPI=3+43.30
EL.=5013.47'
VPT=3+76.80
EL.=5013.47'
VPI=3+76.99
EL.=5013.47'
0.00%
-
2
.
00
%
2
.
00
%
0.00%
V.C. = 68.00'
e = -0.17'
SSD = 574'
K = 34.02
V.C. = 135.00'
e = 0.67'
SSD = 209'
K = 33.76
V.C. = 67.00'
e = -0.17'
SSD = 573'
K = 33.50
ICD PROFILE
VINE DR PROFILE
5010
100 YEAR FLOOD PLAIN LIMITS
STA. 30+49.06
VPI=35+57.01
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:27:12 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 31
STA. 16+10.37, 21.00' LT
ANGLE POINT
5.5' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
5.5' CONC.
(6 INCH)
6' CONC. SIDEWALK
(6 INCH)
(6 INCH) 6' CONC. SIDEWALK
SIDEWALK
6' CONC.
(6 INCH)
SIDEWALK
6' CONC.
UTILITY CONST. ESMT.
VINE & SHIELDS
PLAN 5
BSH
DWS
ROADWAY PLAN SHEET
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
of 5
COUNTY PROJECT 1153-094
MATCH LARIMER
STA 16+18.93
SHIELDS STREET
END PROJECT
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:01 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_05
RDWY_PLAN SHEET_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 30
17'
17
'
17
'
1
3
.
33
'
20.5' LENGTH
36' WIDTH
LT. 26.50
STA 12+16.36
DRIVEWAY
CURB RAMP
CONCRETE
(SECTION B)
CURB TYPE 4
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
CURB TYPE 4 (SECTION B)
FENCE (CHAINLINK) (BY OTHERS)
TEMP. CONST. ESMT.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-B)
END CURB AND GUTTER TYPE 2 (SECTION II-M)
STA 10+77.77
CONCRETE CURB RAMP
(BY OTHERS)
FENCE WOOD
TRUCK APRON
CONCRETE
ROW
PROPOSED
STA. 11+14.08, 18.03' RT
ANGLE POINT STA. 11+53.44, 24.00' RT
ANGLE POINT
STA. 11+54.09, 24.00' LT
ANGLE POINT
STA. 11+20.10, 19.97' LT
ANGLE POINT
HMA (PATCHING) (ASPHALT)
(BY OTHERS)
FENCE (WOOD)
FENCE (CHAINLINK) (BY OTHERS)
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
8' CONC.
4
.
5
'
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
8' CONC.
7' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
6' CONC.
SIDEWALK (6 INCH)
6' CONC.
(6 INCH)
SIDEWALK
7' CONC.
SEE BIKE ACCESS DETAILS
SEE BIKE ACCESS DETAILS
VINE & SHIELDS
PLAN 4
BSH
DWS
ROADWAY PLAN SHEET
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
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VINE DR
SHIELDS ST
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:26:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_04
RDWY_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
29
TOE OF FILL
1
7
'
17
'
TOE OF FILL
MATCH EXISTING WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
CONCRETE CURB RAMP
CONCRETE CURB RAMP
TEMP. CONST. ESMT.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 9+05.66
(BY OTHERS)
FENCE WOOD
(SECTION II-M)
CURB AND GUTTER TYPE 2
CURB RAMP
CONCRETE
TYPE 2 (SECTION I-B)
CURB AND GUTTER
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 8+95.00
SEE LANDSCAPE DETAILS
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(ASPHALT)
HMA (PATCHING)
ESMT.
TEMP. CONST.
7' CONC. SIDEWALK (6 INCH)
5' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
5' CONC.
CURB TYPE 4 (SECTION B)
SEE BIKE ACCESS DETAILS
SEE BIKE ACCESS DETAILS
(6 INCH)
SIDEWALK
6' CONC
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
8' CONC. SIDEWALK
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
(6 INCH)
8' CONC SIDEWALK
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
SIDEWALK (6 INCH)
8' CONC
CONCRETE CURB RAMP
SHIELDS ST
0' 20' 40' 80'
PLAN
DWS
BSH
ROADWAY PLAN SHEET
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
STA 7+54.95
SHIELDS STREET
BEGIN PROJECT
M
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2
www.wilsonco.com of 5
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:26:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_03
RDWY_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
28
13.33
'
(BY OTHERS)
FENCE WOOD
CURB AND GUTTER TYPE 2 (SECTION II-M)
TEMP. CONST. ESMT.
CONCRETE CURB RAMP
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-B)
END CURB AND GUTTER TYPE 2 (SECTION II-M)
STA. 34+05.49
STA. 34+46.42, 17.01' RT
ANGLE POINT
STA. 34+86.33, 19.76' RT
ANGLE POINT (SECTION II-B)
CURB AND GUTTER TYPE 2
MATCH EXISTING WALK
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
STA. 35+56.46, 17.82' LT
ANGLE POINT
STA. 34+97.52, 14.26' LT
ANGLE POINT
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
(SECTION I-B)
CURB AND GUTTER TYPE 2
CURB RAMP
CONCRETE
(SECTION II-B)
CURB AND GUTTER TYPE 2
CONCRETE CURB RAMP
(SECTION I-B)
CURB AND GUTTER TYPE 2
SEE LANDSCAPE DETAILS
(8 INCH) (COLORED)
CONCRETE PAVEMENT
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
HMA (PATCHING) (ASPHALT)
35.86
'
8' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
8' CONC.
SIDEWALK (6 INCH)
8' CONC.
8' CONC. SIDEWALK (6 INCH)
4' CONC. SIDEWALK (6 INCH)
SEE BIKE ACCESS DETAILS
8' CONC. SIDEWALK (6 INCH)
100 YEAR FLOOD PLAIN
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
PLAN 2
BSH
DWS
ROADWAY PLAN SHEET
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
STA 35+56.92
VINE DRIVE
END PROJECT
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
www.wilsonco.com of 5
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:26:19 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_02
RDWY_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 27
CURB TYPE 4
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA 32+40.68
CURB RAMP
CONCRETE
9' UTIL. ESMT.
(SECTION B)
CURB TYPE 4
STA. 31+20.24, 12' LT
ANGLE POINT
(SECTION II-B)
CURB AND GUTTER TYPE 2
STA. 30+16.91, 26.74' LT
ANGLE POINT
STA. 30+16.91, 25.26' RT
ANGLE POINT
MATCH EXISTING WALK
(SECTION B)
CURB TYPE 4
STA. 30+48.61, 25.20' RT
ANGLE POINT
STA. 30+92.67, 20.07' RT
ANGLE POINT
(SECTION I-B)
CURB AND GUTTER TYPE 4
(SECTION B)
CURB TYPE 4
CONCRETE CURB RAMP
(BY OTHERS)
FENCE WOOD
(SECTION II-M)
CURB AND GUTTER TYPE 2
SIDEWALK
7' CONC.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 32+41.87
STA. 30+80.23, 26.86' LT
ANGLE POINT
12
'
14
.
75
'
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
HMA (PATCHING) (ASPHALT)
6
.
85
'
ACCESS DETAILS
SEE BIKE
(6 INCH)
SIDEWALK
5' CONC. (6 INC)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
7' CONC.
(6 INCH)
SIDEWALK
8' CONC.
19
'
RAMP
CURB
CONCRETE
TEMP. CONST. ESMT.
CONCRETE CURB RAMP
8' CONC. SIDEWALK (6 INCH)
CURB AND GUTTER TYPE 2 (SECTION II-B)
(SECTION II-B)
CURB AND GUTTER TYPE 2
GUTTER (SPECIAL)
52
'
12
'
12
'
17
'
6
'
12
'
FLOODPLAIN
100 YEAR CITY
FLOODWAY
100 YEAR CITY
VINE & SHIELDS
PLAN 1
BSH
DWS
ROADWAY PLAN SHEET
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11+00
34
+
0
0
STA 30+16.91
VINE DRIVE
BEGIN PROJECT
MATCH LINE SEE SHEET 3
of 5
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 2
VINE DR
S
H
I
EL
D
S
S
T
CAN BEGIN IN THE FLOODWAY.
2. A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1. A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:26:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_01
RDWY_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
26
5.5 INCH HMA (GRADING S) (75)(PG 64-22) ON
2.0 INCH HMA (GRADING SX) (100) PG 64-22 ON
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/15/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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01.dgn
18877_Pavment Defitions Sheet 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
1
BSH
DMZ
PAVEMENT of 1
PAVEMENT DEFINITION
25
File Name:
Unit Information
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TREE INVENTORY_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
12
+
00
13
+
00
14
+
00
15
+
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16
+
00
17
+
00
19
64
63
62
60
56
DID NOT LOCATE
VINE & SHIELDS
TREE INVENTORY
TREES 1
SHIELDS ST
VINE DR
VINE DR
SHIELDS ST
0' 25' 50' 100'
MATCHLINE 11+50 SEE SHEET 2
of 3
AND APRIL DUE TO MIGRATORY BIRDS
WINTER MONTHS BETWEEN SEPTEMBER
TREE REMOVAL SHALL OCCUR IN THE
NOTES:
BSH
DWS
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:24:42 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\TREE INVENTORY_01
TREE INVENTORY_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
+
00
8
+
0
0
9
+
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10
+
00
11+00
30
+
00
31
+
00
32
+
00
33
+
00
34
+
00
18
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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REMOVAL_PLAN SHEET_05
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 17
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
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SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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REMOVAL_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
16
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M
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4
M
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SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
VINE DR
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:23:54 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_03
REMOVAL_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
15
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:23:39 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_02
REMOVAL_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 14
00
10
+
00
11+00
of 5
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 3
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:23:24 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_01
REMOVAL_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
13
CURB (MEDIAN)(SPECIAL)
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE COLOR DETAILS)
(SEE PAVEMENT DEFINITION SHEET FOR
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8 INCH)(COLORED) ON
TRUCK APRON
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
COMPACTED SUBGRADE
18" TOPSOIL (SPECIAL)
ELEVATIONS
FOR UNDERGROUND
DRAINAGE DETAILS
SLOPE VARIES, SEE
TOPSOIL (SPECIAL)
LANE
2%
CURB (MEDIAN)(SPECIAL) DETAIL
VINE & SHIELDS
5
BSH
DWS
TYPICAL SECTIONS
TYPICALS
2%
of 5
ROUNDABOUT CIRCULATING ROADWAY
ICD CONTROL LINE
MATCH APPROACH ROADWAY
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
F
O
R
G
R
AD
I
NG
D
ET
A
I
L
S
)
L
AND
S
C
A
P
I
NG
S
H
EET
(
S
E
E
C
E
N
TE
R
I
S
L
AND
S
L
O
P
E
VA
R
I
E
S
MEDIAN DETAIL A
MEDIAN DETAIL B
MEDIAN DETAIL C MEDIAN DETAIL D
LANE
2%
2%
ROUNDABOUT CIRCULATING ROADWAY
ICD CONTROL LINE
ROADWAY
MATCH APPROACH
VARIES
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:22:37 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_TYPICAL SECTIONS.dgn
18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 8
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
1'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
TYPE 2 (SECTION II-B)
CURB AND GUTTER
1' 1'
CONCRETE SIDEWALK (6 INCH)
16" 3" 2.5" 2"
16 INCH ABC (CLASS 6)
(75) (PG 64-22) ON
5.5 INCH HMA (GRADING S)
(100) (PG 64-22) ON
2 INCH HMA (GRADING SX)
VINE & SHIELDS
4
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
CL SHIELDS ST
VARIES% VARIES%
STA. 10+46.01 TO STA. 11+58.32
SHIELDS ST
WALK WALK
8' MAX
0' MIN
4
:
1
4
:
1
WALK PARK STRIP
4
:
1
4
:
1
WALK PARK STRIP LANE LANE PARK STRIP WALK
4
:
1
4
:
1
4
:
1
4
:
1
UTILITY EASEMENT
STA. 11+58.32 TO STA. 16+18.93
SHIELDS ST
LANE
BIKE
LANE
BIKE
2% 2%
*
STA. 12+87.33 TO STA. 16+10.12
* 8' TEMP CONST. EASEMENT FROM
MEDIAN
PAINTED
DETAILS
SEE MEDIAN
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
STA. 10+68.70 TO STA. 11+58.32
CL SHIELDS ST
2% MAX 2% MAX
2% MAX
2% MAX
2% MAX
HMA LIFT DETAIL
HMA (GRADING S)(75)(PG 64-22)
HMA (GRADING S)(75)(PG 64-22)
ABC (CLASS 6)
HMA (GRADING SX)(100)(PG 64-22)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/15/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 7
LANE VARIES MEDIAN
2' 6'
PROP ROW
6' 11'
EASEMENT
UTILITY
PROPOSED
(BY OTHERS)
(WOOD)
FENCE
2' 6' 2.5'
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8'
2.83' VARIES VARIES
2.5' VARIES 8'
EXISTING ROW
SEE ROADWAY PLANS
VARIES
EASEMENT
TEMPORARY
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EOP-SE CONTROL LINE
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' VARIES 2.83'
EOP-SW CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION I-B)(TYP.)
CURB & GUTTER
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE SIDEWALK (6 INCH)
5'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
1'
CONCRETE SIDEWALK (6 INCH)
(TYP)
1'
1'
13'-15.5'
VINE & SHIELDS
3
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
WALK
4
:
1
STA. 7+54.95 TO STA. 8+10.57
SHIELDS ST
LANE
LANE
BIKE PARKING WALK
LANE
BIKE LANE
2%
CL SHIELDS ST
4
:
1
LANE
2%
LANE
BIKE
LANE
BIKE LANE
2%
STA. 8+10.57 TO STA. 8+80.54
SHIELDS ST
WALK
4
:
1
STRIP
PARK WALK
4
:
1
CL SHIELDS ST
VARIES% VARIES%
STA. 8+80.54 TO STA. 9+24.42
SHIELDS ST
VARIES
4
:
1
0' MIN
6' MAX
STRIP
PARK
STRIP
PARK
4
:
1
VARIES
STA. 9+05.66 TO STA. 9+24.42
STA. 9+15.69 TO STA. 9+24.42
0' MIN
4.17' MAX
DETAILS
SEE MEDIAN
CL SHIELDS ST
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
MAX
2%
MAX
2%
2% MAX 2% MAX
2% MAX
2% MAX 2% MAX
2% MAX
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 6
5'
(TYP)
1'
PLANS
SEE GRADING
VARIES
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
12' VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
8' 2.5' LANE VARIES MEDIAN LANE VARIES 2.5' VARIES VARIES
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
1'
CONCRETE SIDEWALK (6 INCH)
8.75'
1'
(6 INCH)
CONCRETE SIDEWALK
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' VARIES 2.83'
1' (TYP)
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
2.83' VARIES 8'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
TYPE 2 (SECTION II-B)
CURB & GUTTER
1'
CONCRETE SIDEWALK (6 INCH)
LINE
CONTROL
EOP-NE
LINE
CONTROL
EOP-SE
VINE & SHIELDS
2
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
LANE
2%
LANE
BIKE
LANE
BIKE LANE
2%
WALK PARK STRIP SHLDR
4
:
1
4
:
1
SHLDR
STA. 30+16.91 TO STA. 30+76.26
VINE DR
CL VINE DR
WALK PARK STRIP
4
:
1
4
:
1
VARIES% VARIES%
CL VINE DR
STA. 30+76.26 TO STA. 32+58.53
VINE DR
PARK STRIP WALK
4
:
1
4
:
1
DETAILS
SEE MEDIAN
VARIES% VARIES%
CL VINE DR
STA. 33+88.15 TO STA. 35+56.92
VINE DR
PARK STRIP WALK
4
:
1
4
:
1
WALK
DETAILS
SEE MEDIAN
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
MEDIAN
PAINTED
WALK
EXISTING
0' MIN
4.17' MAX
STA. 32+40.68 TO STA. 32+58.53
0' MIN
4.17' MAX
STA. 32+41.87 TO STA. 32+58.53
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
2% MAX
2% MAX 2% MAX
2% MAX 2% MAX
2% MAX 2% MAX
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 5
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 4
Unit Information
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GENL_NOTES_Sht-01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
DWS
GENERAL NOTES
GEN NOTES of 1
GENERAL NOTES
CONSTRUCTION:
EARTHWORK:
SIGNING, STRIPING, TRAFFIC CONTROL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
15.
18.
19.
23.
24.
25.
APPLICABLE PHASE OF WORK.
SUBMIT A METHOD OF HANDLING TRAFFIC (MHT) TO THE ENGINEER FOR APPROVAL FOR EACH
CONTROL DEVICES (MUTCD) CURRENT EDITION. THE CONTRACTOR WILL BE REQUIRED TO
CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
21.
MATERIAL OUTSIDE OF THE PAVEMENT PRISM SHALL HAVE A MINIMUM R-VALUE OF 5.
UNLESS OTHERWISE SPECIFIED OR APPROVED IN ADVANCE BY THE ENGINEER, EMBANKMENT
17.
BRIDGE CONSTRUCTION UNLESS APPROVED IN ADVANCE BY THE ENGINEER.
DEFINED BY SECTION 203 OF THE 2011 CDOT STANDARD SPECIFICATIONS FOR ROAD AND
ENGINEER. RAP MILLINGS SHALL NOT BE PLACED WITHIN THE PAVEMENT PRISM AS
CLASS 6 UNDERNEATH FLEXIBLE PAVEMENT UNLESS APPROVED IN ADVANCE BY THE
RECLAIMED ASPHALT PAVEMENT (RAP) MILLINGS SHALL NOT BE SUBSTITUTED FOR ABC
20.
14.
PROPOSED PAVEMENT AS DIRECTED BY THE ENGINEER.
PATCHING PAVEMENT SHALL BE TO THE DEPTH OF THE SURROUNDING EXISTING OR THE
WEEKEND CONSTRUCTION CAN NOT BEGIN UNTIL 8 AM. UNLESS APPROVED BY THE ENGINEER.
CONSTRUCTION SHALL OCCUR BETWEEN THE HOURS OF 7 AM AND 7 PM.
NOISE CONTROL:
13.
CONTRACTOR'S OPERATION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
ANY CURB AND GUTTER WHICH IS TO REMAIN AND IS DAMAGED AS A RESULT OF THE
16.
ENVIRONMENTAL
30.
LANDSCAPE
DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) PRIOR TO DIGGING.
UTILITY LOCATES, THE CONTRACTOR SHALL CALL 1-800-922-1987 AT LEAST 3 WORKING
SUBSECTION 105.11 OF THE CDOT STANDARD SPECIFICATIONS CONCERNING UTILITIES. FOR
FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED
22.
UTILITIES:
FOR BURIED UTILITY INFORMATION
CENTER OF COLORADO (UNCC)
UTILITY NOTIFICATION
www.uncc.org
(or 1-800-922-1987)
CALL 811
BEFORE YOU DIG
THREE (3) BUSINESS DAYS
SAFETY PLAN(HASP).
TO THE PROJECT SPECIFIC MATERIAL MANAGEMENT PLAN(MMP) AND HEALTH AND
NEEDS TO BE COMPLETED BY THE PERTINENT UTILITY COMPANY. FOR MORE DETAILS REFER
AND POSSIBLY ASBESTOS ABATEMENT WOULD BE REQUIRED. RELOCATION OF SUCH PIPES
UTILITIES ARE DETERMINED TO BE HOUSED IN TRANSITE ASBESTOS PIPE, SPECIAL HANDLING
QUALITY CONTROL COMMISSION REGULATION 8 PART B SHALL BE FOLLOWED. IF SUBSURFACE
CONTAINING MATERIALS. APPROPRIATE FEDERAL REQUIREMENTS INCLUDING CDPHE AIR
RELOCATED OR REPLACED. SUSPECT UTILITY LINES SHALL BE INSPECTED FOR ASBESTOS
BURIED UTILITIES SUCH AS TELEPHONE LINES AND ELECTRIC UTILITIES MAY NEED TO BE
ENGINEER FOR APPROVAL AT LEAST THREE WEEKS PRIOR TO INITIATION OF WORK.
THE BOARD OF CERTIFIED SAFETY PROFESSIONALS. THE PLAN SHALL BE SUBMITTED TO THE
THE AMERICAN BOARD OF INDUSTRIAL HYGIENE OR A SAFETY PROFESSIONAL (SP) CERTIFIED BY
SHALL BE PREPARED AND SIGNED BY A CERTIFIED INDUSTRIAL HYGIENIST (CIH) CERTIFIED BY
AND DISPOSING OF CONTAMINATED BRIDGE COMPONENTS, SOIL AND GROUNDWATER. THE HASP
CONSTRUCTION AND DOCUMENT PREPARATIONS AND PROCEDURES REQUIRED FOR CONTAINING
POTENTIAL EXPOSURE TO CONTAMINATED MATERIALS THAT MAY BE ENCOUNTERED DURING
AND SAFETY OF THE WORKERS, PUBLIC AND ENVIRONMENT. IT SHALL LIST DETAILS OF
CONTRACTOR. THE HASP SHALL LIST PRECAUTIONS TO BE TAKEN TO ENSURE THE HEALTH
29. A PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) SHALL BE PREPARED BY THE
THEREON, SHALL BE COMPLETED FULL WIDTH BEFORE A SUCCEEDING LAYER IS PLACED.
ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED
ENGINEER AT THE TIME OF APPLICATION.
ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE
DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED
AGGREGATE BASE COURSE AT 133 LBS/CF
BITUMINOUS PAVEMENT AT 110 LBS/SQ. YD./1" THICK
DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GAL./SQ. YD. (DILUTED)
WERE USED:
FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION
SURFACE WATER OR STORM SEWER WITHOUT A PERMIT.
CONSTRUCTION DEWATERING DISCHARGE ALLOWED TO LEAVE THE PROJECT OR DISCHARGE TO
STORMWATER CONSTRUCTION PERMIT FOR ADDITIONAL DETAILS. AT NO TIME IS ANY
APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) ARE IMPLEMENTED. REFER TO THE CDPS
CONDITIONS, MAY BE ALLOWED BY THE STORMWATER CONSTRUCTION PERMIT WHEN
THAT THE DISCHARGE FROM CONSTRUCTION DEWATERING TO THE GROUND, UNDER SPECIFIC
A COLORADO DISCHARGE PERMIT SYSTEM (CDPS) CONSTRUCTION DEWATERING PERMIT. NOTE
DISCHARGE FROM DEWATERING ACTIVITIES DURING CONSTRUCTION IS PROHIBITED WITHOUT
REFER TO THE PROJECT SPECIFIC MMP AND HASP.
HEALTH AND ENVIRONMENT, PHONE: (303) 692-3500. FOR MORE DETAILS
OBTAINED BEFORE START OF DEWATERING FROM THE COLORADO DEPARTMENT OF PUBLIC
AND A COPY OF THIS APPROVAL SUBMITTED TO THE ENGINEER. PERMITS ARE TO BE
UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE OWNER OR CONTROLLING AUTHORITY
PERMITTED DISPOSAL FACILITY. DISCHARGE INTO STORM SEWERS WILL NOT BE PERMITTED
SHALL BE CONTAINED IN AN APPROVED POND, TANK OR TRUCK, AND SHALL BE HAULED TO A
NECESSARY TO DEWATER THE PROJECT. WATER FROM REQUIRED DEWATERING OPERATIONS
THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS, EQUIPMENT AND LABOR
UNLESS OTHERWISE NOTED AND SHALL BE DISPOSED OF PROPERLY.
ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR
THE FIELD PRIOR TO CONSTRUCTION.
CONTRACTOR'S EXPENSE. THE CONTRACTOR AND ENGINEER SHALL NOTE THOSE MONUMENTS IN
THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION, SHALL BE RESET AT THE
REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY
THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION DESIGNATED TO
CONTRACTOR, AT NO EXPENSE TO THE PROJECT.
CONTRACTOR. ALL ASSOCIATED COSTS FOR REPAIR SHALL BE PAID FOR BY THE
IS NOT SHOWN TO BE REMOVED OR RESET IN THE PLANS IS THE RESPONSIBILITY OF THE
REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS, IRRIGATION, OR LANDSCAPING THAT
AREAS NOT APPROVED BY THE ENGINEER.
THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY
CONSTRUCTION LIMIT AREAS, OR AS DIRECTED BY THE ENGINEER IN THE FIELD.
LIMITS OF CONSTRUCTION SHALL BE CONFINED TO PUBLIC RIGHTS-OF-WAY, EASEMENTS,
SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOODING.
WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE OWNER. THIS
TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF
THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL
INCLUDED IN WORK.
OF THE PAVEMENT WILL BE SAWCUT AND REMOVED. COST OF SAWCUTTING SHALL BE
ASPHALT AND/OR CONCRETE WIDENING, THE EXISTING OUTER 1' (OR AS SHOWN IN PLANS)
REQUIRED ON THIS PROJECT SHALL BE SAW CUT TO A VERTICAL EDGE. AT ALL AREAS OF
REMOVAL OF ASPHALT MAT, CURB AND GUTTER, CONCRETE PAVEMENT AND SIDEWALK
BRIDGE CONSTRUCTION, THE STANDARD PLANS AND THE FIELD MATERIALS MANUAL.
TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND
SUBSEQUENTLY REVISED)AT BID OF THE FOLLOWING: THE COLORADO DEPARTMENT OF
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION (AS
OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS.
CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL
CONTRACTOR AT THE CONTRACTORS EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL
ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE
OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS SECTIONS.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS
AMENDED.
STORMWATER MANAGEMENT PLAN, SPECIFICATIONS 101, 107, AND 208, SHALL BE FOLLOWED OR
ALL EROSION/SEDIMENT CONTROL AND STORMWATER RESPONSIBILITIES ARE AS STATED IN THE
NEEDED ACCORDING TO THE CONSTRUCTION PHASING AND AS APPROVED BY THE ENGINEER.
ALL EROSION/SEDIMENT CONTROL BMPS SHALL BE PLACED AS
GRADING OPERATIONS BEGIN.
EROSION/SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION AND
CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY.
EXCAVATION REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL BE
BRIDGE CONSTRUCTION SECTION 203.07 OR AS DIRECTED BY THE ENGINEER.
ALL COMPACTION SHALL BE PER THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND
0.5 FEET BASES OF CUTS AND FILLS
FULL DEPTH OF ALL EMBANKMENTS
DEPTH OF MOISTURE DENSITY CONTROL SHALL BE AS FOLLOWS:
THIS IS A NON-SIGNIFICANT PROJECT.
CLASS OF EXPOSURE FOR THE PROJECT BASED ON THOSE TEST RESULTS.
REQUIRED FOR A PRELIMINARY SOIL SURVEY. THE CONTRACTOR MAY PROPOSE A DIFFERENT
FIELD MATERIALS MANUAL. TESTING SHALL BE AT THE SAME SCHEDULE AND FREQUENCY AS
THEIR OWN EXPENSE HAVE A CERTIFIED LABORATORY TEST THE SUB GRADE AS PER TEH
OF POTENTIAL EXPOSURE SHALL BE CLASS 0 FOR THIS PROJECT. TEH CONTRACT MAY AT
TO PROVIDE ADEQUATE SULFATE RESISTANCE IN ALL CONCRETE SUPPLIED, SEVERITY
26.
27.
31.
32.
BUY AMERICA
28.
3
GUARDRAIL TYPE 3 W-BEAM (19 SHEETS)
1-3 M-607-1
M-607-2
M-607-3
M-607-4
M-607-10
M-608-1
M-609-1
M-611-1
M-613-1
M-615-1
M-615-2
M-616-1
M-620-1
M-620-2
M-620-11
M-620-12
WIRE FENCES AND GATES (3 SHEETS)
CHAIN LINK FENCE (3 SHEETS)
BARRIER FENCE
DEER FENCE AND GATES (3 SHEETS)
PICKET SNOW FENCE
CATTLE GUARD (2 SHEETS)
ROADWAY LIGHTING (4 SHEETS)
EMBANKMENT PROTECTOR TYPE 3
EMBANKMENT PROTECTOR TYPE 5
INVERTED SIPHON
FIELD LABORATORY CLASS 1
FIELD OFFICE CLASS 1
FIELD OFFICE CLASS 2
M-210-1 MAILBOX SUPPORTS (2 SHEETS)
M-614-1 RUMBLE STRIPS (3 SHEETS)
M-629-1 SURVEY MONUMENTS (2 SHEETS)
19-30
EXCAVATION AND BACKFILL FOR STRUCTURES
17-18
31-32
33
34-38
40-41
42-43
44-45
46
47
49
50-53
54
55
58-59
60
61
62-63
64
65-67
73
74-92
M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 93-96
120-125
126-129
130-131
132-135
136-138
141
142
143
144
147
148
149-150
M-604-25 VANE GRATE INLET (5 SHEETS) 68-72
M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS)
M-607-15 ROAD CLOSURE GATE (9 SHEETS)
97-99
8
9
15-16
DIVIDED HIGHWAYS (3 SHEETS)
39
M-614-2 SAND BARREL ARRAYS (2 SHEETS) 139-140
(2 SHEETS)
S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS 184-188
(5 SHEETS)
(4 SHEETS)
S-614-8 169-173
189-192
183
182
181
178-180
177
175
167-168
165-166
162-164
161
158-159
160
DELINEATOR INSTALLATIONS (7 SHEETS) 151-157
ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS
TYPICAL MULTI-SIGN INSTALLATIONS
CONCRETE BARRIER SIGN POST INSTALLATIONS
TYPICAL POLE MOUNT SIGN INSTALLATIONS
FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS)
STRUCTURE NUMBER INSTALLATION
MARKER ASSEMBLY INSTALLATIONS
FOR CLASS III SIGNS (2 SHEETS)
CONCRETE FOOTINGS AND SIGN ISLANDS
FOR GROUND SIGNS (2 SHEETS)
BREAK-AWAY SIGN SUPPORT DETAILS
CLASS III SIGNS (3 SHEETS)
CLASS II SIGNS
CLASS I SIGNS
GROUND SIGN PLACEMENT (2 SHEETS)
S-614-40A
S-614-22
S-614-21
S-614-20
S-614-14
S-614-12
S-614-10
S-614-6
S-614-5
S-614-4
S-614-3
S-614-2
S-614-1
S-612-1
M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294)
S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS
METAL PIPE (4 SHEETS)
M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)
M-100-2
TEMPORARY EROSION CONTROL (12 SHEETS)
CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)
176
13-14
56
57
103-105
106
107-109
110
111-119
ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7
10-12
48
100-102
FIELD LABORATORY CLASS 2 (2 SHEETS) 145-146
S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY 174
S-614-41 193
S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 194-197
S-614-43 198-207
(10 SHEETS)
TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS
COLORADO
DEPARTMENT OF TRANSPORTATION
July 04, 2012
M&S STANDARDS PLANS LIST
NUMBER
PLAN
REVISED
NEW OR
TITLE
M STANDARD
NUMBER
PAGE
NUMBER
PLAN
REVISED
NEW OR
TITLE
M STANDARD
NUMBER
PAGE
NUMBER
PLAN
REVISED
NEW OR
TITLE
S STANDARD
NUMBER
PAGE
JULY 24, 2012)
(REVISED ON
JULY 24, 2012)
(REVISED ON
BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.
AND REVISED, APPLY TO THIS PROJECT WHEN USED
ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED
WILL BE ATTACHED TO THE PLANS.
TO THIS PROJECT, INDICATED BY A MARKED BOX ,
NEW OR REVISED STANDARD PLAN SHEETS APPLICABLE
(REVISED ON SEPTEMBER 25, 2012)
(REVISED ON JULY 08, 2013)
AUGUST 27, 2013)
(REVISED ON
AUGUST 27, 2013)
(REVISED ON
AUGUST 27, 2013)
(REVISED ON
(REVISED ON AUGUST 30, 2013)
(REVISED ON SEPTEMBER 16, 2013)
(REVISED ON OCTOBER 02, 2014)
OCT. 02, 2014)
(REVISED ON
OCT. 02, 2014)
(REVISED ON
(REVISED ON OCTOBER 02, 2014)
OCT. 27, 2014)
(REVISED ON
CURB RAMPS (7 SHEETS) (REVISED ON JUNE 16, 2014)
(REVISED ON DECEMBER 12, 2014)
(REVISED ON DECEMBER 17, 2014)
(REVISED ON OCTOBER 23, 2014)
TUBULAR STEEL SIGN SUPPORT DETAILS (6 SHEETS)
TEMPORARY SPAN WIRE SIGNALS (REVISED ON NOVEMBER 18, 2014)
260
259
239-258
234-238
S-614-50 208-219
S-630-3 FLASHING BEACON (PORTABLE) DETAILS
PAVEMENT MARKINGS (5 SHEETS)
AND VERTICAL PANELS
BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)
TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION
S-627-1
S-630-2
S-630-1
(20 SHEETS)
S-630-4
S-630-5
S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY)
S-630-7
PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)
265
263-264
S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 220-233
261-262
DETAILS (2 SHEETS)
STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION
266-268
(3 SHEETS)
ROLLING ROADBLOCKS FOR TRAFFIC CONTROL
STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)
(REVISED ON NOVEMBER 28, 2012)
(REVISED ON NOVEMBER 28, 2012)
(REVISED ON JULY 26, 2013)
(REVISED ON JUNE 10, 2014)
S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) (REVISED ON NOVEMBER 03, 2014)
(REVISED ON DECEMBER 08, 2014)
Revised on December 17, 2014
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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M&S Standard Plans List Index
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 2
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
TITLE 1
BSH
DWS
TITLE SHEET
of 1
STA 35+56.92
VINE DRIVE
END PROJECT
STA 16+18.93
SHIELDS STREET
END PROJECT
STA 30+16.91
VINE DRIVE
START PROJECT
STA 7+54.95
SHIELDS STREET
START PROJECT
1
0.8 - 1.6
0.6 - 1.2
0.8 - 1.6