HomeMy WebLinkAboutBID - 7579 RIVER RESTORATION AT WOODWARD TECHNOLOGY CENTER LOT 4 (3)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
RIVER RESTORATION AT WOODWARD
TECHNOLOGY CENTER LOT 4
BID NO. 7579
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
DECEMBER 6, 2013 – 3:00 P.M. (OUR CLOCK)
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
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: November 15, 2013
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 December 6, 2013, for the River
Restoration at Woodward Technology Center Lot 4; BID NO. 7579. 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 Bid 7579. The Work includes
construction of bank stabilization, Poudre Trail and crusher fines path construction, landscape,
and irrigation on Lot 4, measuring approximately 30 acres, adjacent to the Cache la Poudre
River.
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 10:00 AM, on November 21, 2013, in Conference Room 2A 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:
City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement
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 S. Paul
Director of Purchasing & Risk Management
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. Whenever it is indicated on the Drawings or specified in
the Specifications that a substitute or "or equal" item of material or equipment may be
furnished or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective date of the
Agreement". 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.
17.0 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.
18.0 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 hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is
to be accompanied by a complete set of the Drawings with appropriate identification.
19.0 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.
20.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
21.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid assures the
Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is
available for review in the Purchasing and Risk Management Division or the City Clerk's
office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that
suppliers and producers of cement or products containing cement to certify
that the cement was not made in cement kilns that burn hazardous waste as
a fuel.
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: 7579 River Restoration at Woodward Technology Center Lot 4
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 is 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)
BID NO.
CONTRACT
ITEM NO.
CONTRACT DESCRIPTION UNIT PLAN UNIT PRICE TOTAL
1 202 Removal of Concrete Revetment LF 270 $ ‐
2 203 Unclassified Excavation CY 16689 $ ‐
3 206 Structure Excavation CY 79 $ ‐
4 206 Structure Backfill (Class I) CY 76 $ ‐
5 207 Topsoil (6‐inch) (Redistribute) CY 21802 $ ‐
6 208 Erosion Control (SWMP & Maintenance) LS 1 $ ‐
7 208 Erosion Log (12 Inch) LF 230 $ ‐
8 208 Erosion Log (18 Inch) LF 2700 $ ‐
9 208 Erosion Control Supervisor HR 80 $ ‐
10 211 Dewatering and Diversion LS 1 $ ‐
11 212 Seeding (Native) AC 29 $ ‐
12 212 Soil Preparation AC 29 $ ‐
13 213 Mulching (Hydro Mulch) AC 30 $ ‐
14 213 Boulder Wall (Complete) LF 54 $ ‐
15 214 Deciduous Tree (3" Caliper) EA 233 $ ‐
16 214 Deciduous Tree (Container ‐ Contract Grow) EA 115 $ ‐
17 214 Deciduous Shrub (5 Gallon Container ‐ Contract Grow) EA 802 $ ‐
18 214 Brush Layer Cuttings (Live Stakes) EA 360 $ ‐
19 214 Live Plantings (Plugs ‐ Contract Grow) EA 76037 $ ‐
20 214 Landscape Maintenance (24 Months) LS 1 $ ‐
21 216 Coir Matting (Channel Bank Protection) SY 1738 $ ‐
22 216 Soil Retention Blanket (Straw/Coconut) SY 3693 $ ‐
23 216 Aggregate Base Course Class 5 or 6 (8' Loop Trail) CY 234 $ ‐
24 306 Recondition Subgrade (12 Inch Depth) SY 5956 $ ‐
25 506 Riprap (Type L, 9 Inch at Spillway) CY 72 $ ‐
26 506 Riprap (Type M, 12 Inch at FES outfall and bridge crossing) CY 46 $ ‐
27 506 Riprap (Type M, 12 Inch for Bank Stabilization) CY 5105 $ ‐
28 601 Concrete Class D (Boulder Wall ‐ Foundation) CY 4 $ ‐
29 601 Concrete Class D (Bridge Abutment, Wingwalls, Weir) CY 41 $ ‐
30 602 Reinforcing Steel LB 3600 $ ‐
31 603 12 Inch HDPE Storm Pipe (FES Included) LF 183 $ ‐
32 604 ADS Area Inlet EA 1 $ ‐
33 604 4" Irrigation Meter (Complete) EA 1 $ ‐
34 607 Fence (Tree Protection ‐ Adjustments) LS 1 $ ‐
35 607 Fence (Waterfowl Exclusion Fence) LF 5388 $ ‐
36 608 4' Crusher Fine Path (4 Inch) SY 2430 $ ‐
37 608 10' Poudre River Trail (Colored, 5 Inch) SY 3209 $ ‐
38 619 12"x4" Tapping Saddle EA 1 $ ‐
39 619 4" Gate Valve EA 1 $ ‐
40 619 4" Water Line (PVC C‐900) LF 62 $ ‐
41 621 24' Gravel Access Road LF 2020 $ ‐
42 622 Bench EA 8 $ ‐
43 623 12" x 17" Irrigation Valve Box (piezometer cover) EA 1 $ ‐
44 623 Irrigation Controller EA 1 $ ‐
45 623 Reduced Pressure Assembly EA 1 $ ‐
46 623 Master Control Valve Assembly EA 1 $ ‐
47 623 8" Gate Valve Assembly EA 1 $ ‐
48 623 6" Gate Valve Assembly EA 4 $ ‐
49 623 4" Gate Valve Assembly EA 1 $ ‐
50 623 8" Class 200 PVC Irrigation Mainline Pipe and Fittings LF 778 $ ‐
51 623 6" Class 200 PVC Irrigation Mainline Pipe and Fittings LF 5651 $ ‐
52 623 4" Class 200 PVC Irrigation Mainline Pipe and Fittings LF 441 $ ‐
53 623 3" Class 200 PVC Irrigation Mainline Pipe and Fittings LF 1437 $ ‐
54 623 3/4" Polyethylene Drip Lateral Pipe and Fittings LF 38133 $ ‐
55 623 16" Class 200 PVC Irrigation Pipe Sleeve LF 20 $ ‐
56 623 12" Class 200 PVC Irrigation Pipe Sleeve LF 188 $ ‐
57 623 8" Class 200 PVC Irrigation Pipe Sleeve LF 12 $ ‐
58 623 6" Class 200 PVC Irrigation Pipe Sleeve LF 8 $ ‐
59 623 2" Class 200 PVC Irrigation Pipe Sleeve LF 205 $ ‐
60 623 Drip Pipe Flush Cap Assembly EA 141 $ ‐
61 623 Remote Control Drip Valve Assembly (1") EA 47 $ ‐
62 623 Nelson Big Gun QC Valve Assembly (Female) EA 37 $ ‐
63 623 Nelson Big Gun Assembly with Male QC Valve and Riser EA 5 $ ‐
64 623 Manual Drain Valve Assembly EA 9 $ ‐
65 623 1" Quick Coupler Assembly EA 3 $ ‐
66 623 Drip Emitter Assembly (1 GPH) EA 3798 $ ‐
67 623 Control Wire LF 6870 $ ‐
68 623 Decoders EA 48 $ ‐
69 625 Construction Surveying LS 1 $ ‐
70 626 Mobilization LS 1 $ ‐
71 628 Bridge Girder and Deck Unit (20' Pedestrian Bridge) EA 1 $ ‐
72 629 Traffic Control (Bike and pedestrian) LS 1 $ ‐
TOTAL BASE BID $ ‐
IN WORDS
BID NO.
CONTRACT
ITEM NO.
CONTRACT DESCRIPTION UNIT
TRAIL
PLAN
UNIT PRICE TOTAL
ALT. # 1
Poudre trail completion (open the public) date: March 15,
2014 including adjustment to traffic control duration,
temporary construction fence placement / relocation
LS 1 $ ‐
ALT. # 2
Exclude Landscape Maintenance (24 Months) and
Warrantee of Live Plantings (Plugs)
LS 1 $ ‐
ADD ALTERNATES
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:
Printed 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, 7579 River Restoration at
Woodward Technology Center Lot 4.
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 you 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__.
Company:
By: Printed:
Title:
State of
County of
being duly sworn deposes and says that he
is of
(Name) (Organization)
and that 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__.
(Seal)
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: [Date]
TO: [Contractor]
PROJECT: 7579 River Restoration at Woodward Technology Center Lot 4
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has
been considered. You are the apparent successful Bidder and have been awarded an
Agreement for 7579 River Restoration at Woodward Technology Center Lot 4.
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 S. Paul
Director of Purchasing & Risk Management
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 7579 River
Restoration at Woodward Technology Center Lot 4 and is generally described in
Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by BHA Design Inc., 1603 Oakridge Drive, Fort
Collins, CO 80525, who is hereinafter called ENGINEER and who 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 Eighty (180)
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
Thirty (30) 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 preceding 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 Five Hundred Sixty Dollars ($1560) for each calendar
day or fraction thereof that expires after the One Hundred Eighty (180)
calendar day period for Substantial Completion of the Work until the
Work is Substantially Complete.
2) Final Acceptance:
After Substantial Completion, Three Hundred Dollars ($300) for each
calendar day or fraction thereof that expires after the Thirty (30)
calendar day period for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
Dollars ($ ), 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:
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: [CONTRACTOR]
By: By:
DARIN ATTEBERRY, CITY MANAGER
By:
GERRY S. PAUL PRINTED
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Title: Title:
Date: Date:
Attest: (CORPORATE SEAL)
City Clerk
Address for giving notices:
P. O. Box 580
Fort Collins, CO 80522 Attest:
Approved as to Form Address for giving notices:
Assistant City Attorney
License No.:
SECTION 00530
NOTICE TO PROCEED
Description of Work: 7579 River Restoration at Woodward Technology Center Lot 4
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: [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 Dollars ($ ) 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 [Day] 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, 7579 River Restoration at Woodward Technology Center Lot 4.
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) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ 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 Dollars ($ ) 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 [Day] 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, 7579 River Restoration at Woodward Technology Center Lot 4.
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
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ 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.
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS (OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7579 River Restoration at
Woodward Technology Center Lot 4
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: [Contractor]
CONTRACT DATE: [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.
CONTRACTOR 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, 7579 River Restoration at Woodward Technology Center Lot 4.
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: 7579 River Restoration at Woodward Technology Center Lot 4
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: 7579 River Restoration at Woodward Technology Center Lot 4
CONTRACT DATE: [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 , 20____ .
(Surety Company)
By:
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
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
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement 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 Exploration Report, EEC Project No. 1122080A, prepared
by Earth Engineering Consultants LLC and dated May 24, 2013.
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.
B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or
subsurface structures (except Underground Facilities referred to in Paragraph
4.3) which are at or contiguous to the site have been utilized by the Engineer in
preparation of the Contract Documents, except the following:
N/A
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
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-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule zero(0) days lost due to abnormal
weather conditions.
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: River Restoration at Woodward Technology Center Lot 4
CONTRACTOR: [Contractor]
PROJECT NUMBER: 7579
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:
Purchasing Agent over $30,000
cc: City Clerk Contractor Engineer
Project File Architect 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
$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
$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
$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
$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
$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
TOTALS $0.00 $0.00 $0.00 $0.00 $0.00
CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 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
$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
$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
$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
$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
$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
TOTALS CHANGE
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
On Hand Received Installed On Hand
Item Invoice Previous This This This
Number Number Description Application Period Period Application
$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
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
TOTALS $0.00 $0.00 $0.00 $0.00
WTC, LOT 4 – RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
PROJECT AND
STANDARD SPECIAL
PROVISIONS
WOODWARD TECHNOLOGY CENTER, LOT 4
RIVER RESTORATION
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
ii
PROJECT SPECIAL PROVISIONS
WOODWARD TECHNOLOGY CENTER, LOT 4 – RIVER RESTORATION
The Colorado Division of Transportation’s 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.
When specifications of special provisions contain both English units and SI units, the English units
apply and are the specification requirement.
Other Technical Standards and Specifications that support this work are as follows in the order of
importance: Larimer County Urban Area Street Standards (LCUASS); Fort Collins Stormwater
Standards, and the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and
Highways" (MUTCD). These documents are not included in the contract documents, but may be
obtained at the appropriate City or District Departments. It shall be the Contractors responsibility to
purchase and familiarize themselves with all the standard specifications.
PROJECT SPECIAL PROVISIONS
Item Date Page
Index Pages (October 22, 2013) I-ii
Standard Special Provisions (November 8, 2013) I-iii
Revision of Section 101 - Definition of Terms (October 22, 2013) SP-1
Revision of Section 102 – Bidding Requirements & Conditions (October 22, 2013) SP-3
Revision of Section 105 – Control of Work (October 22, 2013) SP-4
Revision of Section 106 – Control of Materials (November 1, 2013) SP-5
Revision of Section 107 – Legal Relations and Responsibility to Public (November 6, 2013) SP-7
Revision of Section 108 – Prosecution and Progress (October 22, 2013) SP-8
Revision of Section 203 – Unclassified Excavation (November 1, 2013) SP-13
Revision of Section 207 – Topsoil (October 22, 2013) SP-14
Revision of Section 208 – Erosion Control (October 22, 2013) SP-15
Revision of Section 209 – Watering and Dust Palliatives (October 22, 2013) SP-16
Revision of Section 211 – Dewatering and Diversion (October 22, 2013) SP-17
Revision of Section 212 – Seed, Soil Preparation (October 30, 2013) SP-18
Revision of Section 213 – Mulching (November 1, 2013) SP-22
Revision of Section 214 – Planting (October 25, 2013) SP-23
Revision of Section 506 – Riprap (October 28, 2013) SP-28
Revision of Section 604 – Fences (October 25, 2013) SP-29
Revision of Section 608 – Sidewalks and Bikeways (October 22, 2013) SP-31
Revision of Section 621 – 24’ Gravel Access Road (October 29, 2013) SP-33
Revision of Section 623 – Irrigation System (October 29, 2013) SP-34
Revision of Section 625 – Construction Surveying (November 1, 2013) SP-36
Revision of Section 628 – Bridge Girder and Deck Unit (October 22, 2013) SP-37
Revision of Section 630 – Traffic Control (October 22, 2013) SP-44
Utilities (October 22, 2013) SP-45
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
iii
STANDARD SPECIAL PROVISIONS
Item Date No. of Pages
Revision of Section 103 – Colorado Resident Bid Preference (February 3, 2011) 1
Revision of Section 103 – Escrow of Proposal Documentation (May 5, 2011) 2
Revision of Section 105 – Construction Drawings (July 29, 2011) 1
Revision of Section 105 – Disputes and Claims for
Contract Adjustments (January 31, 2013) 31
Revision of Section 105 – Violation of Working Time Limitation (February 3, 2011) 1
Revision of Section 106 – Certificates of Compliance and
Certified Test Reports (February 3, 2011) 1
Revision of Section 108 - Critical Path Method (August 19, 2011) 1
Revision of Section 108 – Liquidated Damages (May 2, 2013) 1
Revision of Section 108 – Subletting of Contract (January 31, 2013) 1
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 206 – Imported Material for
Structure Backfill (July 19, 2012) 2
Revision of Section 206 – Structure Backfill (Flow-Fill) (April 26, 2012) 2
Revision of Section 208 – Erosion Log (January 31, 2013) 1
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 (July 19, 2012) 1
Revision of Sections 412, 601, and 711 – Liquid Membrane-Forming
Compounds for Curing Concrete (May 5, 2011) 1
Revision of Sections 412 and 705 – Preformed Compression Seals (February 3, 2011) 2
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 Section 601 – Fiber-Reinforced Concrete (May 2, 2013) 1
Revision of Section 630 – Construction Zone Traffic Control (February 17, 2012) 1
Revision of Section 703 – Concrete Aggregate (July 28, 2011) 1
Revision of Section 712 – Geotextiles (November 1, 2012) 2
Revision of Section 712 – Water for Mixing or Curing Concrete (February 3, 2011) 1
Disadvantaged Business Enterprise – Definitions and Requirements (February 3, 2011) 14
Partnering Program (February 3, 2011) 1
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
iv
PROJECT SPECIAL PROVISIONS
WTC, LOT 4 – RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-1
REVISION OF SECTION 101
DEFINITIONS OF TERMS
Section 101 of the Standard Specifications is hereby revised for this project as follows:
Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following:
CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable.
Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following:
101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized
representative, who is responsible for the project’s engineering and administrative supervision.
In subsection 101.17, Contract, delete the first paragraph and replace with the following:
101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the
obligations of the parties for the performance of work and the basis of payment.
Subsection 101.23, Contractor, is deleted and replaced with the following:
101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for
performance of prescribed work.
Subsection 101.25, County, is deleted and replaced with the following:
101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins
and City will be interchangeable in this Contract.
Subsection 101.28, Department, is deleted and replaced with the following:
101.28 Department. The City of Fort Collins.
Subsection 101.29, Engineer, is deleted and replaced with the following:
101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is
responsible for designing and administrative supervision of the project. The terms Engineer, Project Engineer,
Project Manager, and Owner’s Representative will be interchangeable in this contract.
The Owner’s Representative through construction shall be an authorized representative of BHA Design Inc.
Subsection 101.36, Holidays, is deleted and replaced with the following:
101.36 Holidays. Holidays recognized by the City of Fort Collins are:
New Year’s Day
Dr. Martin Luther King, Jr.’s Birthday (observed)
President’s Day
Memorial Day
Independence Day
Labor Day
Veteran’s Day
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-2
Thanksgiving Day
Day after Thanksgiving
Christmas Day
When New Year’s Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be
considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a
holiday.
Subsection 101.39, Laboratory, is deleted and replaced with the following:
101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory
that may be designated by the Owner’s representative.
In subsection 101.48, Preconstruction Conference, delete CDOT and replace with City of Fort Collins.
Subsection 101.51, Project Engineer, is deleted and replaced with the following:
101.51 Project Owner’s Representative. The Owner’s Representative’s duly authorized representative who
may be a City employee or an employee of a consulting firm (consultant) under contract to the City of Fort
Collins as defined below:
(a) The City of Fort Collins Owner’s Representative. The City of Fort Collins’s duly authorized
representative who is in direct charge of the work and is responsible for the administration and
satisfactory completion of the project under contract.
(b) Consultant Project Landscape Architect. The consultant’s employee under the responsible charge of the
consultant’s Project Landscape Architect who is in direct charge of the work and is responsible for the
administration and satisfactory completion of the project. The Consultant Project Landscape Architect’s
duties are delegated by the Project Landscape Architect in accordance with the scope of work in the
consultant’s contract with the City. The Consultant Project Landscape Architect is not authorized to sign
or approve Contract Modification Orders.
Subsection 101.58, Region Transportation Director, is deleted.
In subsection 101.76, State, State shall mean The City of Fort Collins, Larimer County, Colorado where
applicable.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-3
REVISION OF SECTION 102
BIDDING REQUIREMENTS AND CONDITIONS
Section 102 of the Standard Specifications shall be removed.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-4
REVISION OF SECTION 105
CONTROL OF WORK
Section 105 of the Standard Specifications is hereby revised for this project as follows:
Subsection 105.22 shall be revised as follows:
The Colorado Department of Transportation will not participate in the resolution for any claims filed by the
contractor.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-5
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:
Substitution 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 and procedures specified.
b. Other types of equipment and kinds of material may be acceptable to the Owner.
c. Kinds of material and methods of construction, if not specifically indicated must be approved
in writing by the Owner’s representative.
3. Submission of Requests for Substitution:
a. After Notice to Proceed, the Owner will consider written requests for substitutions of
products, materials, or other items.
b. The Owner’s representative 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 three (3) copies of request for substitution. Include in request:
i. Complete data substantiating compliance of proposed substitute with Contract
Documents.
ii. For materials:
1. Manufacturer’s literature, marked to indicate specific model, type, size, and
options to be considered. Material description, performance and test data,
and reference standards.
iii. For construction methods:
1. Detailed description of proposed method.
2. Drawings illustrating methods.
Subsection 106.03 shall include:
Materials Testing
A. Provide such equipment and facilities as are required for conducting field tests and for collecting and
forwarding samples. Do not use any materials or equipment represented by samples until tests, if
required, have been made and the materials or equipment found to be acceptable. Any product which
becomes unfit for use after approval thereof shall not be incorporated into the work.
B. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise
provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be
in accordance with the latest standards and tentative methods of the American Society for Testing
Materials (ASTM).
C. Where additional or specific information concerning testing methods, sample sizes, etc., is required, such
information is included under the applicable section of the Specifications. Any modification of, or
elaboration on, these test procedures which may be included for specific materials under their respective
sections in the Specifications shall take precedence over these procedures.
D. Owner’s Responsibilities
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-6
REVISION OF SECTION 106
CONTROL OF MATERIAL
a. The Owner shall be responsible for and shall pay all costs in connection with the following testing:
i. Soil compaction tests
ii. Trench backfill
iii. Pipe and structural bedding
iv. Concrete tests
E. Contractor’s Responsibilities
a. In addition to those inspections and tests called for in the General Conditions, the Contractor shall
also be responsible for and shall pay all costs in connection with testing required for the
following:
i. Concrete materials and mix designs
ii. All performance and field-testing specifically called for by the Specifications
iii. All retesting for work or materials found defective or unsatisfactory, including tests
covered above
F. Transmittal of Test Reports
Written reports of tests and engineering data furnished by the Contractor for the Owner’s representative’s
review of materials and equipment proposed to be used in the work shall be submitted as specified for
Shop Drawings.
The testing laboratory retained by the Owner or Owner’s representative will furnish three (3) copies of a
written report of each test performed by laboratory personnel in the filed or laboratory. Two (2) copies of
each test report will be transmitted to the Owner’s representative and one (1) copy to the Contractor
within seven (7) days after each test is completed.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-7
REVISION OF SECTION 107
LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
Section 107 of the Standard Specifications is revised as follows:
Subsection 107.18 is hereby revised as follows:
For this project all insurance certificates shall name The City of Fort Collins as an additionally insured party.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-8
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Section 108 of the Standard Specifications is 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
a. Contractor shall designate/introduce Superintendent
b. At this time the Superintendent will be expected to show that he has sufficient knowledge
of the specifications and plans to orchestrate and coordinate the construction activities for
this job.
2. Contractor’s Subcontractors
a. Contractor shall designate/introduce major Subcontractor’s supervisors assigned to the
project.
3. Owner’s representative
4. Owner
5. Others as required by the Contractor, City, or Owner’s Representative.
Unless previously submitted to the City, the Contractor shall bring to the conference a tentative schedule of the
construction project. Shop drawings and other submittals shall be included in the schedule. 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.
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
a. The Contractor shall submit a detailed project schedule showing milestones and the critical path
for the River Restoration project. This schedule shall be agreed to by both the City and the
Contractor. It shall be made in writing and signed by both parties.
2. Permit applications and submittals, including Dewatering Permit, and Erosion and Sediment Control
Plan.
3. Transmittal, review and distribution of Contractor’s submittals.
4. Processing application for payment.
5. Maintaining record documents.
6. Field decision and change orders.
7. Use of premises, office and storage areas, staging areas, security, housekeeping, and City’s needs.
8. Proposed daily construction hours for the City’s approval
9. Designation of access routes and parking.
10. Contractor’s assignment of safety and first aid.
B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency,
if approved by the City. These meetings shall be attended by the City, the Owner’s representative, the
Contractor’s representative and any others invited by these people.
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PROJECT SPECIAL PROVISIONS
SP-9
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
The Owner’s representative will conduct the meeting and the Owner’s representative 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.
The schedule shall be monitored closely during construction and may be updated by written agreement of the
parties as changes occur in the project progress. If the milestones are not met, the City may utilize the remedies
provided in the General Conditions as well as any other remedy provided by the Contract Documents or provided
by law or equity. The City may also assess liquidated damages as outline in Article 2, Section 3.2 of the
Agreement.
The Owner’s representative or Owner’s representative’s Field Representative and Contractor shall agree to
weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These
quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process
ensures accurate monthly project pay estimates.
C. The Owner’s representative may hold coordination conferences, to be attended by all parties involved,
when the Contractor’s operations affect or are affected by the work of others.
1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the
Owner’s representative.
Construction Schedules
A. The Contractor shall prepare a detailed schedule of all construction operations and procurement after
review of tentative schedule by parties attending the pre-construction conference. This schedule will
show how the Contractor intends to meet the milestones set forth.
1. No work is to begin at the site until City’s acceptance of the Construction Progress Schedule and
Report of delivery of equipment and materials.
B. Format and Submissions
1. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled
and actual progress.
2. Submit two copies of each schedule to City for review.
i. Owner will return one copy to contractor with revisions suggested or necessary for
coordination of the Work with the needs of City or others.
ii. The Contractor will be required to submit a weekly progress schedule showing work to
be completed, labor, equipment, work hours and methods of construction for the
upcoming week. This schedule will be required every Thursday in a daily calendar
format.
3. The schedule must show how the trail, underground utilities, and bridge work will be coordinated.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-10
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
C. Content
1. Construction Progress Schedule
i. Show the complete work sequence of construction by activity and location.
ii. Show changes to traffic control.
iii. Show project milestones.
2. Equipment, Materials and Submittals Schedule
i. Show delivery status of critical and major items of equipment and materials
ii. Include a critical path schedule for Shop Drawings, tests, and other submittal
requirements for equipment and materials.
D. City’s Responsibility
1. City’s review is only for the purpose of checking conformity with the Contract Documents and
assisting the Contractor in coordinating the Work with the needs of the Project.
2. It is not to be construed as relieving contractor from any responsibility to determine the means,
methods, techniques, sequences and procedures of construction.
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 dated 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 City that the contract time for
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” anticipated “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
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
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PROJECT SPECIAL PROVISIONS
SP-11
REVISION OF SECTION 108
PROSECUTION AND PROGRESS
Fridays (holidays accepted) unless an approved construction schedule or written authorization from the City
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 Owner’s
representative 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 City will use the above written notification in determining the number of working
days for which work was delayed during each month.
At the end of each month, if the number of working 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. The 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.
The Contractor’s schedule must reflect the above-anticipated adverse weather delays on all weather-dependent
activities.
While extension 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.
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 City or
Owner’s representative.
1. To any preference, priority, or allocation order duly issued by the City.
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 City, acts of another
Contractor in the performance of a contract with the City, 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.
Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on
weekends or holidays without written approval from the Project Manager. Work requests beyond normal working
hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date.
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PROJECT SPECIAL PROVISIONS
SP-12
The Contractor's progress schedule may be a Bar Chart Schedule.
Salient features to be shown on the Contractor's Progress Schedule are:
(1) Mobilization
(2) Erosion Control
(3) Bank Stability
(4) Topsoil Distribution
(5) Subgrade Reconditioning
(6) Storm Pipe Installation
(7) Concrete Trail
(8) Fine Grading
(9) Set Bridges
(10) Irrigation
(11) Landscaping
(12) Cleanup and punch list
The Contractor shall complete the following portions of the work (milestones) within the specified time frame.
Milestone 1 – Commence Construction – Date of Notice to Proceed.
Milestone 2 (Base Bid) – Poudre Trail must be complete and open to public use / traffic by May 1, 2014.
(Alternate #1) – Poudre Trail must be complete and open to public use / traffic by March 15, 2014. This
work includes but is not limited to winter construction for the concrete trail, traffic (bike and pedestrian)
control for construction access along the trail, construction fencing, and trail maintenance until project
completion.
Milestone 3 – Substantial Completion – 180 days after Date of Notice to Proceed.
Milestone 4 - Final Acceptance – 30 days after Substantial Completion.
Substantial Completion:
The Work and or a unit of The Work shall be considered Substantially Complete when the Work or designated
portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or
utilize the Work for its intended use. Designated portions of the Work include Landscape and Poudre Trail.
Landscape Substantial Completion: Soil preparation, landscape material installation, and irrigation system
installation per the Contract and certified by the Certificate of Substantial Completion shall constitute Substantial
Completion of the landscape.
Poudre Trail Substantial Completion: Concrete trail installation per the Contract and certified by the Certificate
of Substantial Completion marking this portion of the Work ready for use by the public shall constitute
Substantial Completion of the Poudre Trail. Subsquent to the Certificate of Substantial Completion, the traffic
control shall be adjusted to allow for public access.
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PROJECT SPECIAL PROVISIONS
SP-13
REVISION OF SECTION 203
UNCLASSIFIED EXCAVATION
Section 203 of the Standard Specifications is hereby revised for this project as follows:
Subsection 203.01 shall include the following:
This work includes excavation of the existing earth berm serving as temporary erosion control along the river
bank. It also includes the excavation required for installation of buried riprap associated with the channel bank
protection and the lateral migration control as shown on the plans within the project limits.
Subsection 203.05 shall include the following:
The excavated material from the earth berm and any access material associated with the channel bank protection
and lateral migration control shall be transported to the existing stockpile area on Lot 1. No excess dirt from
excavation operations shall be placed or spread in Lot 4.
Subsection 203.13 shall include the following:
The excavation for the channel bank protection and lateral migration control shall be measured and paid for by the
cubic yard approved. All costs associated with the excavation and transport of access material will not be paid for
separately and shall be considered incidental to the work. Excavation of the existing earth berm shall not be
measured and paid for separately, but shall be included in the work.
Subsection 203.14 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Unclassified Excavation Cubic Yard
Work shall include all material, equipment, labor, and disposal of materials to complete the work, including haul,
stockpiling, dust control, soil moisture control, compaction, proof rolling, finish grading and disposal of
unsuitable materials.
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PROJECT SPECIAL PROVISIONS
SP-14
REVISION OF SECTION 207
TOPSOIL
Section 207 of the standard specifications is hereby revised for this project as follows:
Subsection 207.02 shall include the following:
The source of topsoil for this project is the strippings stockpile from the over-lot grading operation that is located
on Lot 1 directly north of the Lot 4 property line.
Properties of Topsoil: Topsoil finish surface shall be free of stones and or organic debris 3 inch or larger in any
dimension; free of roots, plants, sod, clods, clay lumps, pockets of coarse sand, paint, paint washout, concrete
slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner,
turpentine, tar, roofing compound, acid, residual herbicides and other extraneous materials harmful to plant
growth; free of noxious weeds and invasive plants not limited to quackgrass, Johnsongrass, nutsedge, nimblewill,
Canada thistle, bindweed, bentgrass, wild garlic, ground ivy, and perennial sorrel, and ; not infested with
nematodes, grubs, other pests, pest eggs, or other undesirable organisms and disease-causing plant pathogens;
friable and with sufficient structure to give good tilth and aeration. Continuous, air-filled, pore-space content on a
volume/volume basis shall be at least fifteen (15) percent when moisture is present at field capacity. Soil shall
have a field capacity of at least fifteen (15) percent on a dry weight basis.
Subsection 207.05 shall include the following:
Payment will be made under:
Pay Item Pay Unit
Topsoil (6-inch) (Redistribute) Cubic Yard
This item includes distributing 6 inches of topsoil across the entire site and as directed by the City representative.
Tilling and disking operations will not be paid for separately, but shall be included in the work. This item also
includes any fine grading required along the river banks as detailed in the plans, specifically the removal of the
existing earthen berm serving as temporary erosion control along the river bank.
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PROJECT SPECIAL PROVISIONS
SP-15
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:
The Contractor will be the Permittee of the Colorado Discharge Permit System – Stormwater Construction Permit
(CDPS-SCP) during the entire period that it remains open and is also responsible for inactivation of the permit
once final stabilization of the construction site has been achieved and accepted by the City. No transfer of
ownership or control will be permitted.
A Stormwater Management Plan (SWMP) is not included in the construction plans. It is the responsibility of the
contractor to develop a SWMP. The Contractor shall provide a copy of the permit application submitted to
CDPHE, as well as a copy of the permit, once obtained to the City.
The contractor shall proceed with this permit activity as soon as he deems necessary following the Notice of
Award. No contract delays or extensions will be granted to the contractor for failure to develop the required
SWMP and obtain the required state permit in a timeframe necessary to begin the work as specified in the
contract.
This work consists of maintaining the existing BMPs that are currently on site and removing them when required.
Subsection 208.03 (c) is hereby revised 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.
Section 208.05 shall include the following:
Silt fence shall be installed in accordance with the City of Fort Collins stormwater detail D-28 and maintained for
the duration of the project.
Section 208.12 delete paragraph ten and replaced with the following:
Removal and Disposal of Sediment will not be measured and paid for separately, but shall be incidental to
the work.
Section 208.12 shall be revised to include the following:
BASIS OF PAYMENT
Payment for all work for Erosion Control including the preparation and implementation of the SWMP and other
related permits as well as maintaining the existing BMPs in place shall be included in the work. All proposed
BMPs as outlined in the plan and any additional BMPs required by the City inspector shall be paid for under
separate bid items related to the individual BMP.
Pay Item Pay Unit
Erosion Control (SWMP & Maintenance) Lump Sum
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PROJECT SPECIAL PROVISIONS
SP-16
REVISION OF SECTION 209
WATERING AND DUST PALLIATIVES
Section 209 of the Standard Specifications is hereby revised for this project as follows:
Subsection 209.07 shall include the following:
Water is available to the site through the use of the proposed 4-inch irrigation tap.
Subsection 209.08 shall include the following:
Water used from the 4-inch irrigation tap will be metered and paid for at the Contractor’s expense.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-17
REVISION OF SECTION 211
DEWATERING AND DIVERSION
Section 211 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
211.01 This work consists of dewatering to facilitate construction activities.
CONSTRUCTION REQUIREMENTS
211.02 The Contractor is advised that groundwater within the project limits may require dewatering. The
Contractor is responsible for obtaining a state dewatering permit.
Permitting, removal, sample collection, analytical testing, containerization, transportation, and disposal or
treatment of all contaminated groundwater will be in accordance with Section 107.25 Water Quality Control and
as described in Section 250 Environmental, Health and Safety Management.
The Contractor shall obtain the appropriate Colorado Discharge Permit System (CDPS) general permit for
management of groundwater from CDPHE Water Quality Control Division, as determined necessary. A
completed application must be submitted to CDPHE at least four weeks prior to dewatering operations.
The Contractor shall submit a Dewatering and Diversion Plan to the Owner’s representative at least four weeks
prior to the proposed start of dewatering operations. This plan shall detail the Contractor’s method of dewatering
for all major excavations including caisson construction and bridge placement. The Dewatering and Diversion
Plan shall be stamped “Approved for Construction” and signed by the Contractor. The Dewatering and Diversion
Plan will not be approved by the City.
The City will review the Dewatering and Diversion Plan and issue a written acceptance letter or request for
changes within two weeks of receiving the Plan. If changes are requested the Contractor shall update the Plan and
resubmit it to the City within one week after receiving the request for changes. The City’s written acceptance of
the Dewatering and Diversion Plan is required before construction.
The Dewatering and Diversion Plan shall provide complete details of the Contractor’s method for construction
dewatering including:
1) Copies of all permits required for dewatering, treatment of and (or) disposing of water.
2) Method and details for minimizing dewatering in excavations and during bridge abutment construction.
3) Method and details for diverting the Cache La Poudre River as necessary for bank stabilization work.
4) Method of measuring groundwater discharge.
5) Equipment descriptions including size, number, type, capacity, and location of equipment during
dewatering operations.
BASIS OF PAYMENT
211.03 Payment for all work for Dewatering including preparation of the Dewatering and Diversion Plan and all
work for Section 250 shall be included in the work. All permitting shall be included in the work as well.
Pay Item Pay Unit
Dewatering and Diversion Lump Sum
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-18
REVISION OF SECTION 212
SEED, SOIL PREPARATION
Section 212 of the Standard Specifications is hereby revised for this project as follows:
DESCRIPTION
212.01 This work consists of soil preparation, furnishing and placing seed. The work shall be in accordance with
the Contract and accepted horticultural practices.
MATERIALS
212.02 Seed, Soil Conditioners, Fertilizers, and Sod shall include the following:
(a) Seed. All seed shall be furnished in bags or containers clearly labeled to show the name and address of the
supplier, the seed name, the lot number, net weight, origin, the percent of weed seed content, the guaranteed
percentage of purity and germination, pounds of pure live seed (PLS) of each seed species, and the total
pounds of PLS in the container. All seeds shall be free from noxious weed seeds in accordance with current
state and local lists and as indicated in Section 213. The Contractor shall furnish to the Owner’s
Representative a signed statement certifying that the seed is from a lot that has been tested by a recognized
laboratory for seed testing within six months prior to the date of seeding. Seed which has become wet, moldy,
or damaged in transit or in storage will not be accepted.
Seed types and amount of PLS required per acre shall be provided in accordance with the Contract.
Seed and seed labels shall conform to all current State and Federal regulations and will be subject to the
testing provisions of the Association of Official Seed Analysis. Computations for quantity of seed required on
the project shall include the percent of purity and percent of germination.
The formula used for determining the quantity of PLS shall be:
Bulk Pounds of Seed Species • (%Purity • %Germination) = Pounds of PLS
(b) Soil Conditioners and Fertilizer.
1. Fertilizer: No fertilizer shall be used.
2. Soil Preparation: Material shall be A-1 Organic, Colorado Compost, or equivalent Class One Compost
approved seven (7) days prior to bidding. Compost shall meet the following specifications: A totally
organic product (Mountain peat is not acceptable in the amendment) that has been aerobically and
naturally processed without the addition of coarse wood chips, in such a manner as to maintain a
consistent temperature of 140 degrees Fahrenheit or greater for a period of time sufficient to create the
following characteristics, measured by dry weight:
Maximum allowable organic matter: 60%
Organic matter to nitrogen ratio 25:1 to 30:1
pH: 6.5 to 7.5
Salts: 2.0 to 3.0 mmhos.
Less that 40% inorganic matter.
Less than 5% soil, dirt, or sand.
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PROJECT SPECIAL PROVISIONS
SP-19
REVISION OF SECTION 212
SEED, SOIL PREPARATION
Maximum particle size of ½” diameter.
Eradication of all harmful weed seeds, pathogens, and bacteria.
A well decomposed earthy smell (non-offensive).
Soil Amendment shall be applied at the rate of 6 cu. yds. / 1,000 sq.ft. except in areas
designated on the plans as seed mix 1, 2 or 3 where no amendment shall be applied.
Compost shall be weed-free, organic compost derived from a variety of feed stocks including agricultural,
biosolids, forestry, food, leaf and yard trimmings, manure, tree wood with no substances toxic to plants.
Material shall be aerobically composted in a facility permitted by the Colorado Department of Public
Health and Environment (CDPHE) to produce or sell compost in accordance with House Bill (HB) 1181.
The Contractor shall submit a copy of this permit to the Owner’s Representative for approval and the
project records. The compost shall be tested in accordance with the U.S. Composting Council’s Test
Methods for Examining of Composting and Compost (TMECC) manual.
The compost manufacturer shall be a participating member of in the U.S. Composting Council’s Seal of
Testing Assurance Program (STA). The Contractor shall provide a participation certificate and test data
on a Compost Technical Data Sheet.
Compost shall have the following physical properties:
CONSTRUCTION REQUIREMENTS
Delete subsection 212.04 Lawn Grass Seeding
Delete subsection 212.05 Sodding
212.06 Native Seeding, shall be revised as follows
(a) Soil Preparation. Slopes flatter than 2:1, shall be tilled into an even and loose seed bed 4 inches deep. Slopes
2:1 or steeper shall be left in a roughened condition. Slopes shall be free of clods, sticks, stones, debris, concrete,
and asphalt in excess of 3 inches in any dimension, and brought to the desired line and grade.
(b) Soil Preparation. Prior to seeding, soil amendments shall be applied. The soil amendment type and rate of
application shall be as designated in the Contract. Biological nutrient, culture or humic acid based material called
for on the plans shall be applied in a uniform application onto the soil service. Organic amendments shall be
applied uniformly over the soil surface and incorporated into the top 6 inches of soil. No measurable quantity of
organic amendment shall be present on the surface after incorporation.
(c) Seeding. Meet with the City’s representative to discuss and get approval of the final grading and the
seeding/mulching process prior to seeding. Seeding shall be accomplished within 24 hours of tilling or scarifying
to make special seed bed preparation unnecessary. The seeding application rate shall be as designated in the
Contract. All slopes flatter than 2:1 shall be seeded by using a range drill (not a Brillion) followed by packer
wheels or drag chains. Mechanical power drawn drills shall have depth bands set to maintain a planting depth of
at least ¼ inch and shall be set to space the rows not more than 7 inches apart. Seed that is extremely small shall
be sowed from a separate hopper adjusted to the proper rate of application.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-20
REVISION OF SECTION 212
SEED, SOIL PREPARATION
If strips greater than 7 inches between the rows have been left unplanted or other areas skipped, the Owner’s
Representative will require additional seeding at the Contractor’s expense.
In areas designated as mix type 1, 2 and 3 and when requested by the Contractor and approved by the Owner’s
Representative, seeding may be accomplished by broadcast or hydraulic type seeders at no additional cost to the
project.
All seed sown by broadcast-type seeders shall be “raked in” or covered with soil to a depth of at least ¼ inch.
Broadcasting seed will be permitted only on designated areas and small areas not accessible to machine methods.
Hydraulic seeding equipment and accessories shall conform to the equipment and accessories described in
subsection 212.04(c).
Seeded areas damaged due to circumstances beyond the Contractor’s control shall be repaired and reseeded as
ordered. Payment for this corrective work, when ordered, shall be at the contract prices.
Multiple seeding operations shall be anticipated as portions of job are completed to take advantage of growing
conditions and to comply with Section 208 and subsection 212.03.
METHOD OF MEASUREMENT
212.07 shall be revised as follows:
The quantities of native seeding will not be measured but shall be the quantities designated in the Contract, except
that measurements will be made for revisions requested by the Owner’s Representative, or for discrepancies of
plus or minus five percent of the total quantity designated in the Contract. The quantity of native seeding shall
include soil preparation, fertilizer, soil conditioner, and seed applied, completed, and accepted.
The quantity of organic amendment (compost) will be the actual quantity of compost (CY) delivered to the site, as
verified by delivery/weight tickets.
The Contractor shall furnish the Owner’s Representative with seed certifications and analysis, and bag weight
tickets prior to placing any seed or fertilizer.
Seed or fertilizer placed by the Contractor without the Owner’s Representative’s approval will not be paid for.
Measurement for acres will be by slope distances.
BASIS OF PAYMENT
212.08 shall include the following:
The accepted quantities of lawn seeding, native seeding, soil conditioning, and sod will be paid for at the contract
unit price for each of the pay items listed below that appear in the bid schedule.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-21
REVISION OF SECTION 212
SEED, SOIL PREPARATION
Payment will be made under:
Pay Item Pay Unit
Seeding (Native) Acre
Soil Preparation Acre
Soil preparation, water, and seed, incorporated into the seeding or soil conditioning will not be paid for separately
but shall be included in the work.
Payment for Soil Preparation includes delivery of material to the project site, spreading at the application
specified rates, and incorporation into the areas to be seeded as indicated on the Drawings.
Adjusting or readjusting seeding equipment will not be paid for separately but shall be included in the work.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-22
REVISION OF SECTION 213
MULCHING
Section 213 of the Standard Specifications is hereby revised for this project as follows:
Subsection 213.01 shall be revised as follows:
This work consists of mulching the seeded areas, furnishing and placing wood chip mulch in the planting beds
and plant saucers, furnishing and applying hydromulch without tackifier on seeded surfaces in accordance with
the Contract or as directed.
See plans for plans and details for hydrolic mulch information.
Subsection 213.02 shall be revised as follows: Wood chip mulch shall consist of shredded cedar mulch. Natural
color.
Subsection 213.03 shall be revised as follows:
(d) Wood Chip Mulch. A 4-inch layer, unless otherwise shown in the plans, of wood chip mulch shall be
uniformly applied to all planting beds as shown on the plans or as directed. Wood chip mulch shall be
placed in all tree and shrub saucers in seeded areas. Wood chip mulch shall be capable of matting together
to resist scattering by the wind.
Subsection 213.04 shall be revised as follows:
Wood Chip Mulch shall be included in the unit price for each planting material and shall not be measured or paid
for separately.
Hydrolic Mulch shall be measured by the acre (AC) of applied mulch.
Subsection 213.05 shall be revised as follows:
The accepted quantities will be paid for at the contract unit price for each of the pay items listed below that appear
in the bid schedule.
Payment will be made under:
Pay Item Pay Unit
Mulching (Hydro Mulch) Acre
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-23
REVISION OF SECTION 214
PLANTING
Section 214 of the Standard Specifications is hereby revised for this project as follows:
Subsection 214.01 shall be revised as follows:
Contract Grow Material includes Deciduous Trees (Container), Deciduous Shrubs (5 Gallon Container) and Live
Plantings (Plugs).
This work consists of furnishing and planting trees, shrubs, and other plant material, incluluding mulch
hereinafter referred to as “plants” and obtaining live brush layer cuttings and planting them in areas as shown on
the plans or as directed.
This work also consists of furnishing and construction of the boulder wall per plans and detail.
Subsection 214.02 shall include the following:
Plant List. A plant list is provided on the drawings. 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. Tree Stakes - 8 Foot long, 2" diameter Lodgepole Pine stakes. Guying and Staking Cord -
14AWG wire with 1/2" dia. X 12" PVC sleeves. Webbing: 1" nylon webbing, of a composition durable enough
to last two years.
Fertilizer in planting pits and planter pots shall NOT be required.
Brush Layer Cuttings (live stakes). This work shall consist of harvesting, transporting, installing, and maintaining
live stake materials as specified in the contract documents. Live stakes may also be purchased commercially at
the discretion of the contractor in lieu of harvesting.
1. Live cuttings for live stakes shall be one-half to one and a half inches (0.5" to 1.5") in diameter and
three feet (3') in length. Side branches shall be removed and the bark left intact prior to installation.
2. Buds on the stakes shall be oriented in an upward position. The basal ends shall be tapered to a point
for easy insertion into the soil. The top shall be cut smooth and square.
3. Live stake cuttings shall consist of a mix of the following species:
30% Cornus stolonifera Redtwig Dogwood
30% Salix exigua Coyote Willow
20% Salix monticola Prairie Willow
20% Salix amygdaloides Peachleaf Willow
Subsection 214.03 shall be revised as follows:
Boulder Wall: The Contractor shall coordinate boulder selection with owner’s representative. Boulders shall be
selected by the Owner’s Representative at the source, quarry, or yard of supplier. Site preparation, delivery of
materials and installation of reinforced concrete footing shall be included and part of the work.
Harvesting: The source of all harvested live cuttings shall be from on-site or within twenty-five (25) miles of the
project site. The Contractor shall locate, flag, and code the live cutting sites. The Contractor shall notify the
Owners Representative seventy-two (72) hours prior to harvesting to review and approve all harvesting sites.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-24
REVISION OF SECTION 214
PLANTING
Upon approval by the Owners Representative, the Contractor shall be responsible for harvesting and transporting
the cuttings to the job site.
Purchasing: If the Contractor is unable to locate sufficient harvesting sites for the live stakes, upon approval from
the Owner’s Representative, the Contractor may purchase live branch material from a State certified nursery. The
material shall meet all of the specifications found in this section.
Live Material Preparation:
1. Shrubs and young trees used in preparation of live stakes shall be cut directly above the ground. The
faces of all cuts shall be clean and smooth, and the cut surface shall be of minimum surface area (cut
shall be perpendicular to stake rather than oblique). The use of large pruning shears or power saws
may be required. Trees that are more than three inches (3") in diameter shall be topped.
2. The live materials shall be transported to the construction site within eight (8) hours of harvesting and
then cut to size, as specified above and on the details.
3. Live materials must be protected against drying out and overheating before/during transport (e.g.,
they shall be covered, transported in unheated vehicles, moistened, kept in soak pits) and on-site prior
to installation (e.g., by storing in controlled conditions, storing in shade, covering with evergreen
branches or plastic, placing in moist soil, or spraying with anti-transparent chemicals). Live materials
shall receive continuous shade, shall be sheltered from the wind, and shall be continuously protected
from drying by being heeled into moist soils. Where water is available, live branch cuttings shall be
sprayed or immersed. Warm water (over 150C) stimulates growth and should be used only upon the
approval of the Owners Representative. Any costs associated with such storage are incidental to the
overall unit costs.
4. Soak or dip the bottom ends of cuttings in a solution of plant rooting hormone before planting to
speed up growth.
5. Live materials shall be installed the same day that the cuttings are harvested. If installation of live
materials cannot be accomplished on the same day and storage is required, live materials shall be
stored for a period no longer than two (2) days. Any storage of live materials must be approved by
the Owners Representative prior to storing. Live cuttings shall be planted within 6 hrs, or must be
carefully bound, secured, and stored submerged in clean fresh water.
Live Stake Installation:
1. Drive live stakes through the erosion control fabric and into the ground so that sixty percent (60%)
of the stake is below the ground surface. The contractor shall use a dead-pan hammer for driving the
stake directly into the ground or drive a pilot hole, smaller in diameter than the live stake, and then
driving the live stake into the pilot hole. Live stakes shall be installed in rows with the live stakes
installed three feet on center in each row. The rows shall be two feet (vertically) apart. Stagger the
live stakes in adjoining rows.
2. Live stake buds shall be facing upward.
3. All live stakes split during installation may be left in place but must be supplemented with a new live
stake that remains un-split after installation.
Clean-up:
1. During installation of live stakes, all areas shall be kept neat, clean and free of all trash and debris,
and all reasonable precautions shall be taken to avoid damage to existing plants, turf, structures, and
private property.
2. Final cleanup shall be the responsibility of the Contractor and consist of removing all trash and
materials incidental to the project and disposing of them off-site.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-25
REVISION OF SECTION 214
PLANTING
Site Inspection:
1. The Owners Representative shall make a final inspection with the Contractor to ensure all live stakes
have been installed according to the specifications, plans, and details.
2. The Contractor shall be responsible for correcting all deficiencies within ten (10) calendar days of
the inspection.
3. A final inspection of the corrected actions shall be performed by the Owners Representative and the
Contractor prior to final completion.
Subsection 214.04 shall include the following:
Maintenance:
1. Live stakes shall be maintained and monitored for two years after the completion, final inspection,
and approval of the installation.
2. The Contractor shall perform the following maintenance activities:
a. Replace all diseased and dead vegetation caused by factors other than stream erosion.
b. Keep vegetation cleared of debris after all storm events.
c. Prune all dead wood and vegetation as needed.
3. It will be the Contractor's responsibility to supply water if there is none available on the site. Any
costs associated with supplying water shall be the responsibility of the Contractor and shall be
included in the unit cost of the live branch layering installation.
Warranty:
1. The Contractor shall maintain a one (1) year (consisting of at least one full growing season), 85%
care and replacement warranty for live stakes.
2. The period of care and replacement shall begin after inspection and approval of the initial installation
of all live stakes and continue for one year, with one potential replacement period.
3. The Contractor will not be responsible for live stakes that have been damaged by vandalism, fire,
flooding or other activities beyond the Contractor's control.
4. Alternate #2 requires no warrantee for live plantings (plugs).
In Subsection 214.04 - Delete the first paragraph and item (a) and replace them with the following:
The Contractor shall be responsible for the following:
The Landscape Establishment Period begins upon receipt of the written “Notice of Substantial Landscape
Completion” from the Owner’s representative. Substantial Landscape Completion occurs when all plant materials
in the Contract have been planted and all work under Sections 212, 213, 214 and 623 has been performed, except
for the Section 214 pay item, Landscape Maintenance. If the Notice of Substantial Landscape Completion is
issued during the spring planting season, the Landscape Establishment Period begins immediately and lasts for a
period of 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 and lasts for a period of 24
months.
After all planting on the project is complete, a plant inspection shall be held including the Contractor, the Owner’s
representative and the Landscape Architect to determine acceptability of plant material. During inspection, an
inventory of rejected material will be made, and corrective and necessary cleanup measures will be determined.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-26
REVISION OF SECTION 214
PLANTING
From the time of installation, during construction, and throughout the Landscape Establishment Period, the
Contractor shall maintain all plant material, sodded and seeded areas in a healthy and vigorous growing condition,
and ensure the successful establishment of vegetation. During the Landscape Establishment Period, the
Contractor shall water, cultivate, and prune the plants, and repair, replace or readjust guy material. The
Contractor shall also remove weeds from plant beds and saucers, maintain specified depths of mulching material
and fertilize via a root feeder during the spring of each growing season.
Dead, dying or rejected material shall be removed each month during the Landscape Establishment Period as
directed. 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 Contract and is
subject to all requirements specified for the original material. Plant replacement shall be at the Contractor’s
expense.
An inspection will be conducted by the City, Contractor, Owner’s representative, and Landscape Architect, 12
months after the beginning of the Landscape Establishment Period in order to determine acceptability. During
this inspection, an inventory of losses and accepted plant material will be made. Plant replacements determined to
be necessary at this inspection will be planted within 30 days following the inspection. A second inspection to
determine acceptability will be conducted no later than 23 months following the beginning of the Landscape
Establishment Period. During this second inspection, an inventory of losses and accepted plant material will
again be made. Plant replacements determined to be necessary at this second inspection will be planted within 30
days following the inspection. Following any necessary plant replacements, the City, Contractor, Owner’s
representative and the Landscape Architect will conduct a final inspection in order to close the Landscape
Establishment Period. The Contractor shall remove all guying wires, straps and stakes from the plant material
prior to this final inspection.
Subsection 214.05 shall include the following:
Soil material for tree, shrub, ornamental grass and perennial backfill mix, guy, webbing, tree stakes and PVC pipe
sleeve and wrap for trees, will not be measured and paid for separately but shall be included in the work.
Payment for live stakes shall be measured and paid for at the Contract unit price per each (EA) live stake
installed. Live stake installation will include harvesting, installing, maintenance and warranty, including all
materials, labor, equipment, tools, and incidentals necessary to complete the work as specified in this Contract.
Contract grow material has been ordered from: Aquatic and Wetland Company
9999 Weld County Road 25, Ft. Lupton, CO 80621, 303.442.4766, 303.857.2455 fax
Payment, and delivery of contract grow material are under separate contract.
Contractor shall coordinate schedule and delivery with grower.
The Contractor shall be responsible for unloading, pre installation maintenance and installation of contract grow
material.
Subsection 214.06: Delete the fifth paragraph and replace with the following –
Boulder Wall: Boulder tonnage shall not be measured and or paid for separately.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-27
REVISION OF SECTION 214
PLANTING
Water used during construction prior to landscape substantial completion will not be measured and paid for
separately but shall be included in the work. Watering of trees and shrubs after receipt of the Notice of
Substantial Landscape Completion will be measured and paid for separately by the City but shall be included in
the work as part of landscape maintenance. The first watering during the planting of trees and shrubs will not be
paid for separately, but shall be included in the price of the work.
After Notice of Substantial Landscape Completion the City shall assume responsibility for irrigation water
payment.
Subsection 214.06: Delete the seventh paragraph including item (1) and (2), and the last paragraph of the
subsection.
Measurement for Boulder Wall shall be by linear foot of completed wall.
Payment will be made under:
Pay Item Pay Unit
Boulder Wall (Complete) Linear Foot
Deciduous Tree (3" Caliper) Each
Deciduous Tree (Container – Contract Grow) Each
Deciduous Shrub (5 Gallon Container – Contract Grow) Each
Brush Layer Cuttings (Live Stakes) Each
Live Plantings (Plugs – Contract Grow) Each
Landscape Maintenance (24 Months) Lump Sum
Alternate #2 Exclude Landscape Maintenance (24 Months) and Warrantee of Live Plantings Lump Sum
Contract Grow Material Maintenance (Pre Installation) Lump Sum
The price of all plantings shall include the equipment, labor, and materials to complete the work.
The price of the Boulder Wall (Complete) shall include all equipment, labor, excavation, subgrade preparation,
reinforced concrete footing, mortar, and boulders.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-28
REVISION OF SECTION 506
RIPRAP
Section 506 of the Standard Specifications is hereby revised for this project as follows:
Subsection 506.02 shall include the following:
The color of the riprap shall be gray with gray/blue hues and approved by the Owner’s representative prior to
delivery to the project site. Color shall be consistent on the entire project and shall match the color of rock to be
used for all other portions of the work.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-29
REVISION OF SECTION 607
FENCES
Section 607 of the Standard Specifications is hereby revised for this project as follows:
Subsection 607.01 shall include the following:
This work shall consist of furnishing, installing, maintaining and removing blaze orange fence as specified in the
Contract Documents for excluding waterfowl from entering specified areas or as directed by the Owner as well as
adjustments to existing tree protection and removal of tree protection.
Subsection 607.02 shall include the following:
Tree Protection – Adjustments – Shall include demolition and reconstruction of existing tree protection as
necessary where work warrants adjustment to accommodate access.
Green - Waterfowl Exclusion Fence Perimeter- Fence shall be green, high-density polyethylene diamond mesh
with a mesh opening of 1-½ inch. The fence shall be 4 feet in height with a roll weight of 20 pounds per roll and
roll size of 4 feet by 50 feet.
Posts - Posts shall be a conventional metal "T" or "U" post or 2”x2”x7’ hardwood stakes.
Ties – Nylon zip ties or wire
Subsection 607.03 shall include the following:
Installation Posts shall be spaced every 6-8 feet and installed to a depth of not less than 1/3 the total height of the
post. Tree ties, wrapped around a horizontal fence strand and post, are for securing the fencing.
Tension wire or rope may be used as a top stringer woven through the top row of strands to prevent potential
sagging. If necessary wire or rope shall be incidental to the work.
Clean-up The fence and posts shall be removed at the end of the contract and with the approval of the Owner.
The fence and posts shall become the property of the Contractor at the completion of the project.
The Contractor shall be responsible for the removal of all trash and any other materials incidental to the project
and disposing of them off-site.
Subsection 607.04 shall include the following:
Waterfowl Exclusion Fence shall be measured by the linear foot (LF) of fence installed.
Subsection 607.05 shall include the following:
The payment will be full compensation for the installation, maintenance, and removal of the fence as shown on
the plans, including all materials, labor, equipment, tools, and incidentals necessary to complete the work as
specified in the Contract Documents, or as directed by the Owner.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-30
REVISION OF SECTION 607
FENCES
Payment will be made under:
Pay Item Pay Unit
Fence (Tree Protection - Adjustments) Lump Sum
Fence (Waterfowl Exclusion Fence) Linear Foot
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-31
REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Section 608 of the Standard Specifications is hereby revised for this project as follows:
Subsection 608.01 shall include the following:
This work consists of constructing a series of 4’ crusher fine paths and a 10’ colored concrete trail in accordance
with these specifications at locations shown on the plans within the project limits.
Subsection 608.02 shall be modified to include the following:
Crusher Fine Path 703.01
Aggregate material for 4’ crusher fine path shall be Class 6 Aggregate Base Course and meet the requirements as
detailed on the plans.
Concrete for 10’ colored concrete trail shall be Class D, and meet the requirement of Section 601 in addition to
the colored concrete requirements detailed in subsection 608.03
Subsection 608.03 shall be modified to include the following:
Color Agent: Yosemite Brown, Davis Colors of Los Angeles, California
Fibrous Reinforcement: Add fibrous concrete reinforcement to concrete materials at the time concrete is batched
in amounts in accordance with approved submittals for each type of concrete required. Mix batched concrete in
accordance with manufacture’s recommendations for uniform and complete dispersion.
Broom Finish: Concrete flatwork shall receive a heavy broom finish applied at a right angle to the direction of
travel. All other flatwork shall have broom finish over joints.
Colored Concrete: concrete for colored pavement shall be CDOT class D concrete with the following
additional characteristics:
Unit Measurement
Fiberous Reinforcement ¾ lb / CY
Coloring Agent 2 lbs. per sack of Yosemite Brown color
(per manufacture’s recommendations)
Maximum Slump 4 inches
Subsection 608.05 shall include the following:
The reinforcing steel contained in the section of reinforced concrete trail will not be measured but shall be
included in the cost of the work.
The fibrous reinforcement, color agent, or any other add mixtures to the concrete trail will not be measured but
shall be included in the cost of the work.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-32
REVISION OF SECTION 608
SIDEWALKS AND BIKEWAYS
Subsection 608.06 shall include the following:
Pay Item Pay Unit
4’ Crusher Fine Path (4 Inch) Square Yard
10’ Poudre River Trail (Colored, 5 Inch) Square Yard
The price of all pay items shall be full compensation of all excavation, concrete, forms, reinforcement, tooling,
finishing, and backfill.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-33
REVISION OF SECTION 621
24’ GRAVEL ACCESS ROAD
Section 621 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
621.01 This work consists of constructing a temporary access road for construction access from Lincoln Ave to
Lot 4, as called for in the plans.
MATERIALS
621.02 The gravel access road shall consist of Class 5 or 6 aggregate base course and geotextile for separation on
compacted subgrade.
CONSTRUCTION REQUIREMENTS
The Contractor shall maintain the temporary access road throughout construction. Upon completion of
construction, the temporary access road will remain in place and the maintenance will become the responsibility
of City of Fort Collins Natural Areas. Access road to be like new condition upon project completion.
BASIS OF PAYMENT
621.03 The accepted quantities for temporary access road measured as provided above will be paid for at the
contract unit price bid.
Pay Item Pay Unit
24’ Gravel Access Road Linear Foot
Payment will be full compensation for all work and materials required to complete the item, including, but not
limited to subgrade stabilization, aggregate base course, earthwork, geotextiles, maintenance, and all work and
materials required to place them.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-34
REVISIONS OF SECTION 623
IRRIGATION SYSTEM
Section 623 of the Standard Specifications is hereby revised for this project as follows:
Delete Subsections 623.05, 623.08, 623.10(b), 623.10(d), 623.11(d), 623.13, 623.30
Subsection 623.06 shall be revised to read: Connection between automatic controller and control valves has be
two-wire, double insulated 600V, UF, UL approved wire. Minimum wire size shall be #14 AWG. Wire runs shall
have surge protection grounding every 800 feet.
Subsection 623.07 shall be revised to read: Water Guns shall be Nelson Big Guns model F100 with 0.60" taper
bore and 3/16" secondary nozzle model 3RN. Each gun shall include 12" aluminum riser pipe and Nelson 3" male
quick coupling connection. Five (5) water gun assemblies shall be provided.
Subsection 623.10 (a) shall include the following: Mainline pipe fittings for pipes 4-inch and larger shall be epoxy
coated ductile iron with rubber gaskets. Use manufacturer approved lubricant on all pipe and fitting gasketed
connections.
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.
Subsection 623.10 (c) replace with the following:
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.
Subsection 623.10 shall include the following:
(f) Ductile Iron Pipe: Pressure Conforming to ASTM Standard A377.
(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.
Subsection 623.11 (b) shall include the following:
Nelson Quick Coupler Valve Assemblies shall include valve box and 3 cubic feet of concrete ballast to support
quick coupler.
Subsection 623.20 shall include the following:
5 gallon shrubs shall receive two (2) 1 GPH emitters and trees shall receive four (4) 1 GPH emitters or four (4)
open ports from multi-emitter.
Subsection 623.23 First Sentence shall read as follows:
“After installation of…for leaks after a minimum 150 PSI static pressure…for four hours in a hydro static test.”
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-35
REVISIONS OF SECTION 623
IRRIGATION SYSTEM
Subsection 623.23 shall include the following:
The contractor shall conduct pressure tests in the presence of the Owner’s Representative or Owner’s
Representative’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.
In Subsection 623.30, second paragraph, delete item (2), (3), (4), (5), and (6)
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.
Under Subsection 623.33, add the following items:
Pay Item Pay Unit
Automatic controllers Each
Nelson Quick Coupling Assem. Each
Multi Port Emitter Each
1/4-inch Drip Tubing Each
Line item costs include all materials and labor required to complete the work.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-36
REVISIONS OF SECTION 625
CONSTRUCTION SURVEYING
Subsection 625.06 shall include the following:
All work shall be performed to the lines, grades, and elevations shown on the plans. When construction falls
within the following tolerances, the installation will be acceptable to the Owner, with respect to the lines and
grades. If tolerances are not met, the Contractor shall be responsible for performing modifications to the facilities
to bring the project components into the tollerances.
Description Maximum Deviation from Plan Elevation
Vertical elevations of the 10’ Poudre Trail 0.05 feet
Vertical elevations of the 8’ Loop Trail 0.10 feet
Vertical elevations of the 4’ Crusher Fine Path 0.10 feet
Vertical elevations of the Bridge and Components 0.05 feet
Vertical elevation of site grading and bank restoration 0.10 feet
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-37
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Section 628 is hereby added to the Standard Specifications for this project as follows:
DESCRIPTION
628.01 This work consists of the design, fabrication, and erection of a simple span, welded self-weathering
steel, truss pedestrian bridge with a timber deck in accordance with the specifications and plan details.
Potential bridge suppliers are:
1. Continental Bridge
8301 State Highway 29 N Alexandria,
Minnesota 56308
1-800-328-2047, FAX 320-852-7067
2. Steadfast Bridges
4021 Gault Ave. South
Fort Payne, Alabama 35967
1-800-749-7515, FAX 256-845-9750
3. Excel Bridge Manufacturing Company
12001 Shoemaker Avenue
Santa Fe Springs, California 90670
562-944-0701, FAX 562-944-4025
4. Big R Manufacturing LLC P.O.
Box 1290
Greeley, Colorado 80632-1290
1-800-234-0734, FAX 1-970-356-9621
5. Wheeler Lumber, LLC
9330 James Avenue South
Bloomington, Minnesota 55431-2317
1-800-328-3986, FAX 952-929-2909
MATERIALS
628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the
Owner’s representative with copies of all certified mill test reports for all structural steel and bolts. Floor
beams, stringers, and members of each Half-through truss (upper and lower chords, diagonals, end posts and
vertical posts) utilized in the bridges shall meet a longitudinal Charpy
V-notch (CVN) value of 25 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-38
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall provide
the Owner’s representative with certified copies of all CVN test reports.
All square and rectangular structural steel tubing shall conform to the requirements of ASTM A
847, Cold-Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With
Improved Atmospheric Corrosion Resistance.
All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High- Strength Low-
Alloy Structural Steel.
All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon
Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A
153. Each anchor bolt shall be provided with two nuts for jamming.
All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including
suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be
Type 3.
628.03 Timber - Hardwood Decking
All decking shall be 2”x6”.
All decking shall be full thickness planks unless approved otherwise.
Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All planks shall be
partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E
(eased four edges), with the edges eased to a radius of 1/8”. Measured at 30% moisture content, the width and
thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied
with the end sealed with “Anchorseal” Mobil CER-M or an equal aquious wax log sealer.
All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules, defined as
follows:
Lumber shall be graded both faces and both edges.
Lumber shall be straight grained, maximum slope of grain to be 1:10. Lumber
shall be parallel cut without heart centers or sapwood.
Lumber shall be in sound condition, free from wormholes or knots.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-39
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Allowable Imperfections are:
All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring
which can be removed using normal installation methods and tools.
Imperfections Not Allowed:
Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring shades, Fungi
affects (blue to gray, brown to red, white to yellow, or incipient decay), Deformation (twisting or
cupping) which cannot be removed using normal installation methods and tools.
All planks shall meet or exceed the following mechanical properties (based on the 2” standard)
as defined by the U.S. Forest Products Laboratory publications and testing data:
MC% Modulus of Rupture Modulus of Elasticity Max. Crush Strength
12% 22,360 psi 3,140,000 psi 13,010 psi
Janka side hardness is 3680 lbs. at 12% moisture content
Average air-dry density is 66 to 75 pcf. Basic
specific gravity is 0.85 - 0.97.
All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA
Class A and UBC Class I.
Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both neolite and leather
shoes in accordance with ASTM Test Method C1028-89.
FORCE IN POUNDS
SHOE MATERIAL DRY WET
Neolite 0.73 0.69
Leather 0.55 0.79
For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads shall be
distributed on the plank along a length equal to the tire print width. The plank shall be designed for shear and
bending in accordance with the support conditions and spacing. For design, the following unfactored allowable
stresses shall be used:
Allowable Bending = 3700 psi
Allowable Shear = 320 psi
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-40
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Modulus of Elasticity = 3,000,000 psi
At time of installation, planks are to be placed tight together with no gaps. Every plank
must be attached with at least one fastener at each end.
All fasteners to be zinc plated. Self-tapping screws or hex-head bolts, with a steel plank hold down, are to be
used at the ends of planks. Self-tapping screws or carriage bolts are to be used as interior connection
fasteners when required. Power actuated fasteners will not be allowed.
Planks are to be drilled prior to installation of bolts and/or screws.
In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges
with widths of 72” to 143” shall be attached with a minimum of two fasteners at a location approximately near
the center of the bridge width. Bridges wider than 143” are to have two fasteners located at a minimum of two
interior stringer locations, approximately at the third points of the bridge width.
Attachments at the ends of the planks may be modified as required when obstructions, such as interior safety
system elements, prevent installation of the specified hold down system.
CONSTRUCTION REQUIREMENTS
628.04 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges, and
Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design.
The superstructure of the pedestrian bridge shall consist of two parallel Half-through trusses, or Pony trusses,
with at least one diagonal per panel. The trusses shall be the main load-carrying members of the bridge. The
finish grade of the bridge girder and deck unit shall match the trail profile grade.
The members of each Half-through truss, or Pony truss, (upper and lower chords, diagonals, end posts, and
vertical posts) shall be fabricated from square and rectangular structural steel tubing.
Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular
structural steel tubing.
The structure shall conform to the clear span, clear width, and railing requirements shown on the plans.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-41
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
Each pedestrian bridge shall be designed for the following loads and loading conditions:
1. Dead load shall be as defined in Section 3.3 of the AASHTO Standard
Specifications.
2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the
stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard
Specifications.. Deflection and vibration limits as per the AASHTO Guide Specifications
shall apply.
Pedestrian live load shall be as defined by the AASHTO Guide Specifications, and used in
load group I of the AASHTO Standard Specifications, Section 3.
Vehicle live load shall be for a 10,000 pound light vehicle loading (H-5 truck), as defined by
the AASHTO Guide Specifications, and used in load group IB of the AASHTO Standard
Specifications, Section 3.
Distribution of wheel loads on timber flooring shall be in accordance with Section
3 of the AASHTO Standard Specifications.
3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V
of the Standard Specifications, Section 3.
Allowable loads in the structural steel members and weld metal shall be in accordance with
Section 10 of the AASHTO Standard Specifications.
Minimum thickness of structural steel shall be 3/16 of an inch.
½ inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel
tubing members as oriented in the in-place, completed structure. In members that are level, or flat, a total of
two weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop
Drawings.
Allowable stresses for timber decking shall be in accordance with Section 13 of the AASHTO Standard
Specifications.
All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete
Subsection 2.36.6), of the Structural Welding Code-Steel ANSI/AWS/D1.1 (Latest Edition).
The Contractor shall submit seven sets of Design Calculations and Shop Fabrication Details
(Shop Drawings) to the Owner’s representative for each pedestrian bridge separately. This submittal shall be
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-42
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain the
endorsement seal of the Professional Engineer registered in the State of Colorado responsible for the
design.
628.05 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to
the requirements of the Structural Welding Code-Steel ANSI/AWS D1.1 (Latest Edition) as amended by the
following:
1. As required in Subsection 4.7.3, a welding procedure shall be established by qualification in
accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the
bridge. The results of the Procedure Qualification
shall be recorded on Form E-1 in Annex E of AWS D 1.1.
2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel
qualifications, certifications, and a Written Practice in accordance with ASNT SNT-TC-1A.
3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1,
Undercut 7(B), the criteria for primary members shall apply to the bottom chord
members.
4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members
shall be 100% Magnetic Particle tested in accordance with ASTM E
709. Acceptance shall be determined in accordance with Section 6.10 and Table
6.1, using Alternating Current. In addition, complete joint penetration groove butt welds
welded from one side without backing of bottom chord members shall be examined by
ultrasonic testing in accordance with Section 6.11.1.
5. Magnetic Particle Testing shall be performed on 100% of all attachment welds to the bottom
chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1.
6. All Procedure Qualification Records and Welder Qualification Test Records shall be current
within three years of the date of beginning fabrication.
7. A copy of all Procedure Qualification Records, Welder Qualification Test Records, Quality
Control Plan and all visual and nondestructive test reports shall be provided to:
a. The Owner’s representative.
All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-
SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a
uniform color.
628.06 Field Construction. The substructure shall be constructed in accordance with the details shown in the
plans and the pedestrian bridge shop drawings. Before construction begins on the substructure, the Contractor
shall determine the anchor bolt requirements and substructure dimensions needed to properly erect the structure
which will be provided. The Owner’s representative shall be provided with two copies of detail sheets
delineating these requirements before work begins.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-43
REVISION OF SECTION 628
BRIDGE GIRDER AND DECK UNIT
METHOD OF MEASUREMENT
628.07 Pedestrian bridge will be measured by the complete Bridge Girder and Deck Unit installed and
accepted.
BASIS OF PAYMENT
628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below.
Payment will be made under:
Pay Item Pay Unit
Bridge Girder and Deck Unit (20’ Pedestrian Bridge) Each
Payment shall be full compensation for all work necessary to complete the item, which shall include design,
fabrication, transportation to the bridge site, and erection. The bridge is to be designed as a break away bridge
and the bridle anchor box shall be included in the work for Item 628. The substructure shall be measured and
paid for separately, anchor bolts shall be included in Item 628. Payment will not be made for this item until all
required reports, certifications, and forms have been submitted to the Owner’s representative.
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PROJECT SPECIAL PROVISIONS
SP-44
REVISION OF SECTION 630
TRAFFIC CONTROL
Section 630 of the Standard Specifications is hereby revised for this project as follows:
Subsection 630.01 shall include the following:
All devices, signs, flagging and labor necessary for pedestrian traffic control shall be included in the lump sum
line item “Traffic Control (Bike and Pedestrian)”. It is anticipated that the Poudre River Trail will need to be
opened to the public prior to the completion of the final landscaping. Pedestrian traffic control will be needed for
select areas for laborers and equipment to cross the trail for construction purposes.
Subsection 630.10(a) shall include the following:
The contractor shall create a method of handling traffic (MHT) which shall be submitted for approval by the City
of Fort Collins Traffic Operations Department. The submittal shall be made at least two weeks before
implementation of any element of the plan. Adjustments necessary as a result of a deficiency in the
CONTRACTOR’S proposed MHT will not be paid for but shall be provided at the CONTRACTOR’S expense,
unless otherwise approved for payment by the Owner’s representative.
The components of the TCP for this project only includes access for construction equipment crossing the
proposed Poudre River Trail.
BASIS OF PAYMENT
Subsection 630.16 shall be revised as follows:
The Contractor shall supply and pay all costs associated with the traffic control for this project.
Pay Item Pay Unit
Traffic Control (Bike and Pedestrian) Lump Sum
Individual traffic control devices, labor required to erect and maintain traffic control in accordance with the
approved MHT’s, Traffic Control Supervisor, Traffic Control Management, and Traffic Control Inspection will
not be measured and paid for separately, but shall be included in the Traffic Control lump sum.
WTC, LOT 4 - RIVER RESTORATION
PROJECT SPECIAL PROVISIONS
SP-45
UTILITIES
The following Utilities are known to be within the project limits:
Utility/Agency Contact Person Phone Number
Xcel Energy Stephanie Rich (970) 225-7828
Platte River Power Authority Mark Curtis (970) 420-2999
COFC Water & Sewer Roger Buffington (970) 221-6854
COFC Stormwater Glen Schlueter (970) 224-6065
Century Link Bob Rulli (970) 377-6403
The work described in these plans and specifications will require full coordination between the Contractor and the
Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the
utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and
specifications, and as directed by the Owner’s representative, the Contractor shall keep the utility company(s)
advised of any work being done to their facility, so that the utility company(s) can coordinate their inspections for
final acceptance of the work with the Owner’s representative.
The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while
constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the
individual utility companies’ plans of how the utility lines will be supported and protected during construction.
NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the
City, immediately prior to any utility work expected to be coordinated with construction.
The following utility work shall be performed by the Contractor:
Irrigation tap and meter
Storm sewer outfall
GEOTECHNICAL EXPLORATION REPORT
BLUE HOME LNG – PHASE I
FORT COLLINS, COLORADO
EEC PROJECT NO. 1122080A
Prepared for:
Ghafari Associates, LLC
17101 Michigan Avenue
Dearborn, MI 48126
Attn: Mr. Matthew Kraft, AIA, DBIA (mkraft@ghafari.com)
Senior Project Engineer
Prepared by:
Earth Engineering Consultants, LLC
4396 Greenfield Drive
Windsor, Colorado 80550
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908 FAX (970) 663-0282
EARTH ENGINEERING
CONSULTANTS, LLC
May 24, 2013
Ghafari Associates, LLC
17101 Michigan Avenue
Dearborn, MI 48126
Attn: Mr. Matthew Kraft, AIA, DBIA (mkraft@ghafari.com)
Re: Geotechnical Exploration Report
Blue Home LNG – Phase I
Fort Collins, Colorado
EEC Project No. 1122080A
Mr. Kraft:
Enclosed, herewith, are results of the geotechnical subsurface exploration completed by
Earth Engineering Consultants, LLC (EEC) personnel for Phase I of the Blue Home LNG
campus development southeast of South Lemay Avenue and East Lincoln Avenue in Fort
Collins, Colorado. This exploration was completed in general accordance with our
proposal dated May 3, 2013.
Phase I of the Blue Home LNG project generally involves the development of an
office/manufacturing campus at the former Lincoln Greens golf course west of South
Lemay Avenue and south of Lincoln Avenue in Fort Collins. We expect the proposed site
buildings will include an Industrial Turbo Machinery System (ITS) building, an Energy
Technology Center, a Production Support facility and a new Corporate Headquarters. On-
site parking and drive areas will be constructed as a part of the development.
Subsurface conditions at the boring locations generally included a relatively thin mantle of
silty clayey sand/sandy silty clay overlying sand and gravel alluvial soils. The site sands
and gravels contained apparent cobble size materials and were underlain by moderately
hard to hard predominately sandstone bedrock. The bedrock contained occasional zones of
siltstone and claystone. Free groundwater was observed at depths ranging from
approximately 6 to 8 feet below present ground surface at the boring locations.
GEOTECHNICAL EXPLORATION REPORT
BLUE HOME LNG – PHASE I
FORT COLLINS, COLORADO
EEC PROJECT NO. 1122080A
May 24, 2013
INTRODUCTION
The geotechnical subsurface exploration for Phase I of the proposed Blue Home LNG
development at the southwest corner of South Lemay Avenue and Lincoln Avenue in Fort
Collins, Colorado, has been completed. Four (4) soil borings extending to depths of
approximately 30 feet below present site grades were advanced within the Phase I area of the
development parcel specifically to develop additional information on existing subsurface
conditions within the Phase I building areas. Ten (10) soil borings were previously completed
in the general Phase I area as a part of a preliminary exploration of the site. Data developed as
a part of that preliminary exploration was used as a part of our Phase I assessment and that
data is included as a part of this report. Individual boring logs and a diagram indicating the
approximate boring locations are included with this report.
We understand the entire LNG site includes approximately 90 to 100 acres at the southwest
corner of South Lemay Avenue and Lincoln Avenue in Fort Collins; only a portion of the
property will be developed for the Blue Home LNG Campus. The current Phase I layout is
indicated on the attached boring location diagram. The Phase I buildings will include an
Industrial Turbo Machinery Systems (ITS) building, an Energy Technology Center, a
Production Support facility and a new Corporate Headquarters. Foundation loads for those
structures are expected to range from light to moderate (3 to 4 klf for continuous footings and
100 to 200 kips for columns) for the office/support buildings to heavily loaded foundations (up
to 400 kips for column loads) for the ITS building. On-site paved drive and parking areas will
be constructed as a part of the development. We anticipate Lincoln Avenue will also be
upgraded as a part of this development; however, an evaluation of that city street was not
completed as a part of this exploration.
The purpose of this report is to describe the subsurface conditions encountered in the borings
in the Phase I area of the site, analyze and evaluate the test data and provide geotechnical
recommendations concerning design and construction of the building foundations, support of
slab-on-grade floors and development of the site pavements.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 2
EXPLORATION AND TESTING PROCEDURES
The added boring locations were requested by others to compliment the previous building
locations relative to the Phase I building layout and were located in the field by Earth
Engineering Consultants, LLC (EEC) personnel. After completion of the field borings, the
boring locations were located by survey by Northern Engineering personnel and ground
surface elevations at the boring locations determined at that time. The approximate boring
locations are indicated on the attached boring location diagram and the ground surface
elevations at each of the boring locations are indicated on the individual boring logs.
The borings were performed using a truck mounted CME-75 drill rig using nominal 6¼-inch
ID hollow stem augers. The hollow stem augers were required to maintain open boreholes
through the granular subgrade materials with groundwater for sampling of the subgrade
materials. Samples of the subsurface materials encountered in each of the test borings were
obtained using split barrel and California barrel sampling procedures in general accordance
with ASTM Specifications D1586 and D3550, respectively.
In the split barrel and California barrel sampling procedures, standard sampling spoons are
driven into the ground by means of a 140-pound hammer falling a distance of 30 inches. The
number of blows required to advance the split barrel and California barrel samplers is
recorded and is used to estimate the in-situ relative density of cohesionless materials and, to a
lesser degree of accuracy, the consistency of cohesive soils and hardness of weathered
bedrock. All samples obtained in the field were sealed and returned to the laboratory for
further examination, classification, and testing.
Laboratory testing completed on the samples recovered from the test borings included
moisture content and visual classifications of each of the samples. Dry density tests were
completed on appropriate samples and the unconfined compressive strength of selected
samples was estimated using a calibrated hand penetrometer. Wash sieve analysis and
Atterberg limits tests were completed on selected samples to evaluate the quantity and
plasticity of the fines in the subgrade soils and wash gradations were completed on
representative bulk samples of the subgrade alluvial materials obtained from auger cuttings.
Swell/consolidation tests were completed on selected samples of overburden and bedrock
materials to evaluate the potential of those materials to change volume with variation in
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 3
moisture content and load. Results of the outlined tests are indicated on the attached boring
logs and summary sheets.
As part of the testing program, all samples were examined in the laboratory by an engineer
and classified in accordance with the attached General Notes and the Unified Soil
Classification System based on the soil’s texture and plasticity. The estimated group symbol
for the Unified Soil Classification System is indicated on the boring logs and a brief
description of that classification system is included with this report. Classification of the
bedrock was based on visual and tactual observation of disturbed samples and auger cuttings.
Coring and/or petrographic analysis may reveal other rock types.
SITE AND SUBSURFACE CONDITIONS
The proposed Blue Home LNG site is located west of South Lemay Avenue and south of
Lincoln Avenue in Fort Collins. The project site is currently a golf course with various water
features and mature landscaping. The site surface drainage is generally to the south towards
the Cache La Poudre River with varying localized surfaces with elevated fairways and greens.
Additional existing site improvements include a club house and various maintenance facilities.
We expect those improvements will be razed as a part of the site development, although, we
understand historically significant structures will remain and be incorporated into the
development.
Based on results of the field borings and laboratory testing, subsurface conditions can be
generalized as follows. The site surface is predominately grass covered with a small drive and
parking area in the northwest corner of the site. Vegetation and a thin mantle of topsoil were
observed at the boring locations. The topsoil/vegetation was underlain by brown silty clayey
sand to sandy silty clay extending to depths ranging from approximately 1 to a maximum of 7
feet below present site grades with the depth of the fine grain soils most commonly in the
range of 1 to 4 feet. It should be noted that the site test borings were completed in areas
outside of the fairways and greens; greater depths of overburden soils are likely to be
encountered in the fairway and greens areas.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 4
The near surface silty clayey sands/sandy silty clays were underlain by alluvial deposits of
sands and gravels with apparent cobbles. The alluvial soils were generally medium dense to
dense and extended to depths ranging from approximately 12 to 18 feet.
The overburden soils were underlain by highly weathered to weathered bedrock composed
predominately of siltstone/sandstone with smaller zones/seams of claystone bedrock. The
bedrock became less weathered with depth. The bedrock was generally moderately hard to
hard/poorly cemented to cemented.
The stratification boundaries indicated on the boring logs represent the approximate locations
of changes in soil and rock types; in-situ, the transition of materials may be gradual and
indistinct.
WATER LEVEL OBSERVATIONS
Observations were made while drilling and after completing the borings to detect the presence
and depth to hydrostatic groundwater. In addition, as a part of the preliminary exploration,
monitor wells/piezometers were installed at six (6) boring locations to allow for on-going
measurement of groundwater levels. At the time of drilling, groundwater levels were
generally in the range of 6 to 8 feet below current ground surface. We expect those
measurements depict the depth to the piezometric surface reasonably well in the high
permeability alluvial soils encountered at the test boring locations. Monitoring of
groundwater levels at the site piezometer locations is ongoing and those results are being
provided as they become available.
Fluctuations in groundwater levels can occur over time depending on variations in hydrologic
conditions, water flows in the adjacent Cache La Poudre River and other conditions not
apparent at the time of this report. Zones of perched and/or trapped groundwater may occur at
various times throughout the year in more permeable zones in the subgrade soils, in the
subgrade soils immediately overlying the bedrock formation, or in seams or zones interbedded
within the sedimentary bedrock. The location and amount of perched/trapped water can also
vary over time depending on variations in hydrologic conditions and other conditions not
apparent at the time of this report.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 5
ANALYSIS AND RECOMMENDATIONS
General Preparation
We understand existing structures will be removed from the site as a part of the site
development. The existing foundations, floor slabs, footings and all structural elements of those
buildings should be removed as a part of the site preparation. In addition, all existing site fill and
backfill materials should be evaluated or removed and replaced as a part of the site development.
All trees, shrubs and bushes along with their root systems, and any dry and associated soil
surrounding the root systems should be removed from the areas of the site structural
improvements.
The near surface silty clayey sands/sandy silty clays observed in test borings show low in-situ
strengths and, in general, are subject to instability and strength loss when wetted. We
recommend those materials be removed from within the proposed building locations. The silty
clayey sands/sandy silty clays could be used in landscape portions of the site and could
potentially be used for fill in the pavement portions of the site. When using these materials for
fill in the pavement areas, it should be acknowledged that use of this material in near surface
subgrades beneath the pavements (i.e. within the top 2 feet) may result in need for stabilization
of the subgrades to develop stable pavement subgrades for paving. Stabilization of the pavement
subgrades with the addition of Class C fly ash or placement of granular structural fill for the top
2 feet of the subgrades beneath the pavements could both be considered to develop stable
subgrades for placement of the pavement sections.
In general, all existing vegetation and topsoil should be removed from improvement areas. In
addition, the overlying silty clayey sands/sandy silty clays should be removed full depth to the
underlying alluvial granular soils within all building areas. Scarification and recompaction of
granular subgrade soils in the building areas would not be required prior to placement of new
fills. In areas where the site silty sandy clay/silty clayey sands would remain in-place,
scarification, adjustment of moisture content and recompaction of those materials to depths of
at least 9 inches would be required prior to placement overlying fills or improvements. The
moisture content of scarified soils should be adjusted to be within the range of ±2% of
standard Proctor optimum moisture content at the time of compaction. Those soils should be
compacted to at least 95% of standard Proctor maximum dry density in areas where overlying
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 6
improvements will be constructed including pavement areas or flatwork areas. Compaction
could be reduced to 90% of standard Proctor maximum dry density in areas that are
landscaped and will not see future overlying improvements. We suggest placing all site fill to
at least 95% of standard Proctor to avoid future confusion over the potential location of lower
density material unless there is a specific reason such as increased infiltration, to specify a
lower compaction standard.
Fill soils required to develop the building foundation or floor slab subgrades should consist of
approved, low volume change granular structural fill materials which are free from organic
matter and debris. The site alluvial soils consisting of the sands and gravels could be used for
fill in these areas. Off-site import materials consisting of Colorado Department of
Transportation Class 5, Class 6 or Class 7 aggregate base materials could also be used as
structural fill for the building areas. Structural fill materials consisting of similarly graded
recycled concrete could be used in the building and pavement areas to develop the floor slab
and foundation subgrades and pavement support. The fill placement zone should extend
outside the perimeter of each building a minimum of 8 inches for each 12 inches depth of fill
in the building area. Those fill materials should be placed in loose lifts not to exceed 9 inches
thick, adjusted to a workable moisture content and compacted to at least 99% of the materials
maximum dry density as determined in accordance with ASTM Specification D698, the
standard Proctor procedure.
After preparation of the subgrades, care will be necessary to avoid disturbing the in-place
materials. Subgrade materials disturbed by the construction activities or materials which
become dry and desiccated or wet and softened may require removal and replacement prior to
placement of overlying improvements.
Foundations
General
We understand maximum foundation loads for individual buildings will be in ranges of 120 to
150 kips to 450 to 500 kips. Footing foundations could be used as outlined below to support
those maximum loads although relatively large footings would be needed for the higher
column loads. Drilled pier foundations could be considered to support the buildings with high
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 7
column loads possibly allowing more flexibility for future building modifications. We
recommend foundation support be consistent for the individual structures.
Footings
For buildings supported on footing foundations bearing on newly placed and compacted
granular structural fill as outlined above or on the natural medium dense to dense alluvial
granular materials, we recommend using a net allowable total load soil bearing pressure of
3,500 psf for sizing of the foundations. The net bearing pressure refers to the pressure at
foundation bearing level in excess of the minimum surrounding overburden pressure. The
outlined allowable pressure could be increased by one-third for short term loading such as
wind loads.
Exterior foundations and foundations in unheated areas should bear at least 30 inches below
adjacent exterior grade to provide frost protection. We recommend formed continuous
footings have a minimum width of at least 16 inches and isolated column footings have a
minimum width of at least 30 inches.
At the anticipated maximum loads and maximum allowable bearing pressure, settlements in
the range of 1 inch would be expected. Settlement of footing foundations in the granular soils
would occur within a short period of time after initial loading; on the order of half of that
settlement would occur during construction.
Drilled Piers/Caissons Foundations
As an alternative, a straight shaft drilled pier/caisson foundation system extending into the
underlying bedrock formation could be used for support of the site structures. Although drilled
piers could be used for all buildings, they may be more advantageous for more heavily loaded
foundations. Particular attention will be required in the construction of drilled piers due to the
presence of groundwater and granular subgrade soils.
For axial compression loads, the drilled piers could be designed using a maximum end bearing
pressure of 40,000 pounds per square foot (psf), along with a skin-friction of 4,000 psf for the
portion of the pier extended into the underlying firm and/or harder bedrock formation. Straight
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 8
shaft piers should be drilled a minimum of 10 feet into competent or harder bedrock. Lower
design bearing/friction values may be appropriate for pier “groupings” depending on the pier
diameters and spacing. Pile groups should be evaluated individually.
To satisfy forces in the horizontal direction, piers may be designed for lateral loads using a
modulus of 50 tons per cubic foot (tcf) for the portion of the pier in native cohesive soils, 75 tcf
for native granular materials or engineered fill, and 400 tcf in bedrock for a pier diameter of 12
inches. The coefficient of subgrade reaction for varying pier diameters is as follows:
Pier Diameter (inches)
Coefficient of Subgrade Reaction (tons/ft3)
Cohesive Soils
Engineered Fill or
Granular Soils
Bedrock
18 33 50 267
24 25 38 200
30 20 30 160
36 17 25 133
When the lateral capacity of drilled piers is evaluated by the L-Pile (COM 624) computer
program, we recommend that internally generated load-deformation (P-Y) curves be used. The
following parameters may be used for the design of laterally loaded piers, using the L-Pile
(COM 624) computer program:
Parameters Native Granular Soils or
Structural Fill
On-Site Overburden
Cohesive Soils Bedrock
Unit Weight of Soil (pcf) 130
(1)
115
(1)
125
(1)
Cohesion (psf) 0 200 5000
Angle of Internal Friction
(degrees)
35 25 20
Strain Corresponding to ½ Max.
Principal Stress Difference 50
--- 0.02 0.015
*Notes: 1) Reduce by 62.4 pcf below the water table
Drilling caissons to design depth should be possible with conventional heavy-duty single flight
power augers equipped with rock teeth on the majority of the site. However, areas of well-
cemented sandstone bedrock lenses may be encountered throughout the site at various depths
where specialized drilling equipment and/or rock excavating equipment may be required.
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EEC Project No. 1122080A
May 24, 2013
Page 9
Varying zones of cobbles may also be encountered in the granular soils above the bedrock.
Excavation penetrating the well-cemented sandstone bedrock may require the use of specialized
heavy-duty equipment, together with rock augers and/or core barrels. Consideration should be
given to obtaining a unit price for difficult caisson excavation in the contract documents for the
project.
Due to the presence of granular soils and groundwater at depths on the order of 4 and 8 feet
below site grades, respectively, maintaining shafts may be difficult without stabilizing measures.
We expect temporary casing will be required to adequately/properly drill and clean piers prior
to concrete placement. Groundwater should be removed from each pier hole prior to concrete
placement. Pier concrete should be placed immediately after completion of drilling and
cleaning.
A maximum 3-inch depth of groundwater is acceptable in each pier prior to concrete placement.
If pier concrete cannot be placed in dry conditions, a tremie should be used for concrete
placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed
calculated geometric volumes. Pier concrete with slump in the range of 6 to 8 inches is
recommended. Casing used for pier construction should be withdrawn in a slow continuous
manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation
of voids in pier concrete.
Foundation excavations should be observed by the geotechnical engineer. A representative of
the geotechnical engineer should inspect the bearing surface and pier configuration. If the soil
conditions encountered differ from those presented in this report, supplemental
recommendations may be required.
We estimate the long-term settlement of drilled pier foundations designed and constructed as
outlined above would be less than 1 inch.
Seismic Site Classification
The site soil conditions consist of approximately 10 to 15 feet of predominately medium dense
to dense granular soils overlying moderately hard to hard bedrock. For those site conditions,
the 2009 International Building Code indicates a Seismic Site Classification of C.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 10
Lateral Earth Pressures
We understand the proposed site buildings will be constructed as slab-on-grade with no
anticipated significant below grade areas. However, site retaining walls or similar structures
or any below grade construction would be subject to lateral soil forces. Passive lateral earth
pressures may help resist the driving forces for retaining wall or other similar site structures.
Active lateral earth pressures could be used for design of structures where some movement of
the structure is anticipated and accepted, such as retaining walls. The total deflection of
structures for design with active earth pressure is estimated to be on the order of one half of
one percent of the height of the down slope side of the structure. We recommend at-rest
pressures be used for design of structures where rotation of the walls is restrained. Passive
pressures and friction between the footing and bearing soils could be used for design of
resistance to movement of retaining walls.
Coefficient values for backfill with anticipated types of soils for calculation of active, at-rest
and passive earth pressures are provided in the table below. Equivalent fluid pressure is equal
to the coefficient times the appropriate soil unit weight. Those coefficient values are based on
horizontal backfill with backfill soils consisting of low volume change soils. For the at-rest
and active earth pressures, slopes down and away from the structure would result in reduced
driving forces with slopes up and away from the structures resulting in greater forces on the
walls. The passive resistance would be reduced with slopes away from the wall. The top 30
inches of soil on the passive side of walls could be used as a surcharge load; however, it
should not be used as a part of the passive resistance value. Frictional resistance is equal to
the tangent of the friction angle times the normal force.
Soil Type Low Plasticity Cohesive Medium Dense Granular
Wet Unit Weight (pcf) 115 135
Saturated Unit Weight (pcf) 135 145
Friction Angle () – (assumed) 25° 35°
Active Pressure Coefficient 0.40 0.27
At-rest Pressure Coefficient 0.58 0.42
Passive Pressure Coefficient 2.46 3.69
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 11
Floor Slab Subgrades
Building floor slabs could be supported directly on native or placed granular soils as previously
outlined. Cobbles larger than 6 inch diameter should not be present in the top 12 inches of the
floor slab subgrades.
Floors within the structures could be designed using a modulus subgrade reaction (k-value) of
200 pci for subgrades consisting of site granular or similar import granular fill materials.
Site Pavements
We expect the site pavements will include areas designated for low volume automobile
traffic/parking and areas of heavier/higher volume traffic.
Proofrolling and recompacting the subgrade is recommended immediately prior to placement
of the pavement concrete. Soft or weak areas delineated by the proofrolling operations should
be undercut or stabilized in-place to achieve the appropriate subgrade support. Based on the
subsurface conditions encountered at the site, the results of the laboratory testing and our prior
experience in this area, it is recommended the on-site private drives and parking areas be
designed using an R-value of 5.
The in-place silty clayey sand/silty clay near surface subgrade soils are subject to strength loss
and instability at below moisture contents. Subgrade stabilization will likely be needed to
develop a stable subgrade for paving. Stabilization, if needed, could include incorporating at
least 13 percent, by weight Class C fly ash into the upper 12-inches of subgrade. Stabilization
with the incorporation of fly ash would not be appropriate in permeable pavement areas.
Please note that if during or after placement of the stabilization or initial lift of pavement, the
area is observed to be yielding under vehicle traffic or construction equipment, it is
recommended that EEC be contacted for additional alternative methods of stabilization, or a
change in the pavement section.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 12
Hot Bituminous Pavement (HBP) on an aggregate base or a non-reinforced concrete pavement
section are feasible alternatives for the proposed on-site paved sections. Eliminating the risk of
movement within the proposed pavement section may not be feasible due to the characteristics of
the subsurface materials; but it may be possible to further reduce the risk of movement if
significantly more expensive subgrade stabilization measures are used during construction. We
would be pleased to discuss other construction alternatives with you upon request.
Pavement design methods are intended to provide structural sections with adequate thickness
over a particular subgrade such that wheel loads are reduced to a level the subgrade can
support. The support characteristics of the subgrade for pavement design do not account for
shrink/swell movements of an expansive clay subgrade or consolidation of a wetted subgrade.
Thus, the pavement may be adequate from a structural standpoint, yet still experience
cracking and deformation due to shrink/swell related movement of the subgrade. It is,
therefore, important to minimize moisture changes in the subgrade to reduce shrink/swell
movements.
Recommended pavement sections are provided below. The Portland cement concrete should
be a pavement design mix with a minimum 28-day compressive strength of 4,000 psi and
should be air entrained. Hot bituminous pavement should be S 75 or SX 75 with PG 58-28 or
64-22 binder. Aggregate base should be Class 5 or Class 6 base material. The HBP should be
compacted to be within the range of 92 to 96% of maximum theoretical specific gravity (Rice)
and the aggregate base should be compacted to at least 95% of standard Proctor maximum dry
density at a workable moisture content.
RECOMMENDED MINIMUM PAVEMENT SECTIONS
Automobile Parking Heavy Duty Areas
Reliability
Resilient Modulus
PSI Loss
75%
3025
2.5
85%
3025
2.0
Composite with Fly Ash Treated Subgrade
Hot Bituminous Pavement
Aggregate Base
Fly Ash Treated Subgrade
4"
6"
12"
5"
8"
12"
PCC (Non-reinforced) 5" 7"
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 13
The recommended pavement sections are minimums and periodic maintenance should be
expected.
Longitudinal and transverse joints should be provided as needed in concrete pavements for
expansion/contraction and isolation. The location and extent of joints should be based upon the
final pavement geometry. Sawed joints should be cut in accordance with ACPA or ACI
recommendations. All joints should be sealed to prevent entry of foreign material and dowelled
or tied where necessary and appropriate for load transfer.
Since the near surface moderately cohesive soils on the site have some shrink/swell potential,
pavements could crack in the future primarily because of the volume change of the soils when
subjected to an increase in moisture content to the subgrade. The cracking, while not desirable,
does not necessarily constitute structural failure of the pavement.
The collection and diversion of surface drainage away from paved areas is critical to the
satisfactory performance of the pavement. Drainage design should provide for the removal of
water from paved areas in order to reduce the potential for wetting of the subgrade soils.
Long-term pavement performance will be dependent upon several factors, including
maintaining subgrade moisture levels and providing for preventive maintenance. The
following recommendations should be considered the minimum:
The subgrade and the pavement surface should be adequately sloped to promote proper
surface drainage.
Install pavement drainage surrounding areas anticipated for frequent wetting (e.g. garden
centers, wash racks)
Install joint sealant and seal cracks immediately,
Seal all landscaped areas in, or adjacent to pavements to minimize or prevent moisture
migration to subgrade soils;
Placing compacted, low permeability backfill against the exterior side of curb and gutter;
and,
Placing curb, gutter, and/or sidewalk directly on approved proof rolled subgrade soils.
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 14
Preventive maintenance should be planned and provided for through an on-going pavement
management program. Preventive maintenance activities are intended to slow the rate of
pavement deterioration, and to preserve the pavement investment. Preventive maintenance
consists of both localized maintenance (e.g. crack and joint sealing and patching) and global
maintenance (e.g. surface sealing). Preventive maintenance is usually the first priority when
implementing a planned pavement maintenance program and provides the highest return on
investment for pavements. Prior to implementing any maintenance, additional engineering
observation is recommended to determine the type and extent of preventive maintenance.
Site grading is generally accomplished early in the construction phase. However as construction
proceeds, the subgrade may be disturbed due to utility excavations, construction traffic,
desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement
construction and corrective action will be required. The subgrade should be carefully evaluated
at the time of pavement construction for signs of disturbance, such as but not limited to drying,
or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked,
moisture conditioned, and properly compacted to the recommendations in this report
immediately prior to paving.
Lincoln Avenue Pavements
We expect Lincoln Avenue in this vicinity will be classified as an industrial/commercial
collector or as a two lane arterial. Based on the Larimer County Urban Area Street Standards
(LCUASS) traffic on those roadways would be estimated at 100 Equivalent Daily Load Axles
(EDLA). For preliminary purposes, an estimated pavement section of 7 to 7½ inches of hot
bituminous pavement (HBP) over 11 to 12 inches of aggregate base could be considered. That
section could change depending on specific subgrade conditions in the roadway and on traffic
loads based on a specific traffic study for the site.
GENERAL COMMENTS
The analysis and recommendations presented in this report are based upon the data obtained
from the soil borings performed at the indicated locations and from any other information
discussed in this report. This report does not reflect any variations, which may occur between
borings or across the site. The nature and extent of such variations may not become evident
Earth Engineering Consultants, LLC
EEC Project No. 1122080A
May 24, 2013
Page 15
until further exploration or construction. If variations appear evident, it will be necessary to
re-evaluate the recommendations of this report.
This report has been prepared for the exclusive use of Ghafari Associates, LLC, for specific
application to the project discussed and has been prepared in accordance with generally
accepted geotechnical engineering practices. No warranty, express or implied, is made. In the
event that any changes in the nature, design, or location of the project as outlined in this report
are planned, the conclusions and recommendations contained in this report shall not be
considered valid unless the changes are reviewed and the conclusions of this report are
modified or verified in writing by the geotechnical engineer. Additional exploration/evaluation
will be necessary to provide specific recommendations for individual users/buildings in part,
to match owner expectations with geotechnical recommendations.
DRILLING AND EXPLORATION
DRILLING & SAMPLING SYMBOLS:
SS: Split Spoon - 13/8" I.D., 2" O.D., unless otherwise noted PS: Piston Sample
ST: Thin-Walled Tube - 2" O.D., unless otherwise noted WS: Wash Sample
R: Ring Barrel Sampler - 2.42" I.D., 3" O.D. unless otherwise noted
PA: Power Auger FT: Fish Tail Bit
HA: Hand Auger RB: Rock Bit
DB: Diamond Bit = 4", N, B BS: Bulk Sample
AS: Auger Sample PM: Pressure Meter
HS: Hollow Stem Auger WB: Wash Bore
Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2-inch O.D. split spoon, except where noted.
WATER LEVEL MEASUREMENT SYMBOLS:
WL : Water Level WS : While Sampling
WCI: Wet Cave in WD : While Drilling
DCI: Dry Cave in BCR: Before Casing Removal
AB : After Boring ACR: After Casting Removal
Water levels indicated on the boring logs are the levels measured in the borings at the time indicated. In pervious soils, the indicated
levels may reflect the location of ground water. In low permeability soils, the accurate determination of ground water levels is not
possible with only short term observations.
DESCRIPTIVE SOIL CLASSIFICATION
Soil Classification is based on the Unified Soil Classification
system and the ASTM Designations D-2488. Coarse Grained
Soils have move than 50% of their dry weight retained on a #200
sieve; they are described as: boulders, cobbles, gravel or sand.
Fine Grained Soils have less than 50% of their dry weight
retained on a #200 sieve; they are described as : clays, if they
are plastic, and silts if they are slightly plastic or non-plastic.
Major constituents may be added as modifiers and minor
constituents may be added according to the relative proportions
based on grain size. In addition to gradation, coarse grained
soils are defined on the basis of their relative in-place density
and fine grained soils on the basis of their consistency.
Example: Lean clay with sand, trace gravel, stiff (CL); silty
sand, trace gravel, medium dense (SM).
CONSISTENCY OF FINE-GRAINED SOILS
Unconfined Compressive
Strength, Qu, psf Consistency
< 500 Very Soft
500 - 1,000 Soft
1,001 - 2,000 Medium
2,001 - 4,000 Stiff
4,001 - 8,000 Very Stiff
8,001 - 16,000 Very Hard
RELATIVE DENSITY OF COARSE-GRAINED SOILS:
N-Blows/ft Relative Density
0-3 Very Loose
4-9 Loose
10-29 Medium Dense
30-49 Dense
50-80 Very Dense
80 + Extremely Dense
PHYSICAL PROPERTIES OF BEDROCK
DEGREE OF WEATHERING:
Slight Slight decomposition of parent material on
joints. May be color change.
Moderate Some decomposition and color change
throughout.
High Rock highly decomposed, may be extremely
broken.
HARDNESS AND DEGREE OF CEMENTATION:
BLUE HOME LNG – PHASE I
FORT COLLINS, COLORADO
EEC PROJECT NO. 1122080A
MAY 2013
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
loose _ _
CS 3 7 300 13.2 111.1
_ _
4
_ _
SS 5 4 -- 15.1
_ _
6
_ _
7
_ _
SAND & GRAVEL (SP / GP) 8
brown _ _
dense 9
with apparent cobbles _ _
SS 10 38/9" -- 9.7
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SILTSTONE / SANDSTONE / CLAYSTONE SS 15 24 7000 22.3
grey, highly weathered / poorly cemented _ _
BOTTOM OF BORING DEPTH 15.5' 16
_ _
17
_ _
18
_ _
19
_ _
20
_ _
21
_ _
22
_ _
23
_ _
24
_ _
25
_ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
PROJECT NO: 1122080 DATE: OCTOBER 2012
RIG TYPE: CME45 WATER DEPTH
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL Not Reported
D N QU MC DD A-LIMITS -200 SWELL-CONSOLIDATION
(feet) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % - 500 PSF
TOPSOIL & VEGETATION _ _
SILTY CLAYEY SAND (SC/SM) 1
brown _ _
2
_ _
SAND & GRAVEL (SP/GP) 3
brown _ _
very dense 4
_ _
5 50/10" -- 1.6
_ _
6
_ _
7
_ _
8
_ _
apparent cobbles 9
_ _
10 36/7" -- 13.3
_ _
11
_ _
12
_ _
13
_ _
14
_ _
15 43/9" 2000 20.6
_ _
BOTTOM OF PIEZOMETER DEPTH 15.5' 16
_ _
17
_ _
18
_ _
19
_ _
20
_ _
21
_ _
PIEZOMETER LEGEND 22
_ _
Concrete Mix - 4" Diameter Lockable Steel Cover 23
2-Inch Diameter Flush Threaded- Schedule 40 PVC riser pipe _ _
Bentonite Seal 24
2-Inch Dia. Flush Threaded- Schedule 40 PVC Slotted pipe - 5' _ _
Silica Sand and/or Sand & Gravel Cave-In 25
_ _
Earth Engineering Consultants, Inc.
SHEET 1 OF 1
PROJECT NO: 1122080 DATE: OCTOBER 2012
RIG TYPE: CME45 WATER DEPTH
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL Not Reported
D N QU MC DD A-LIMITS -200 SWELL-CONSOLIDATION
(feet) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % - 500 PSF
TOPSOIL & VEGETATION _ _
1
GRAVELLY ROCKY FILL (PIT RUN) _ _
brown 2
dense _ _
3
_ _
4
SANDY LEAN CLAY (CL) _ _
brown, stiff CS 5 9 6500 21.1 108.3
_ _
SAND & GRAVEL (SP/GP) 6
brown _ _
medium dense to dense 7
_ _
8
_ _
9
_ _
SS 10 24 -- 8.2
_ _
11
_ _
12
with apparent cobbles _ _
13
_ _
14
_ _
SS 15 50/11" -- 9.1
_ _
16
_ _
17
_ _
18
SILTSTONE / SANDSTONE _ _
grey 19
moderately hard to hard _ _
CS 20 50/8" 9000+ 15.1 120.0
BOTTOM OF PIEZOMETER DEPTH 20.0' _ _
21
_ _
PIEZOMETER LEGEND 22
_ _
Concrete Mix - 4" Diameter Lockable Steel Cover 23
2-Inch Diameter Flush Threaded- Schedule 40 PVC riser pipe _ _
Bentonite Seal 24
2-Inch Dia. Flush Threaded- Schedule 40 PVC Slotted pipe - 5' _ _
Silica Sand and/or Sand & Gravel Cave-In 25
_ _
Earth Engineering Consultants, Inc.
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
medium dense _ _
3
_ _
4
_ _
CS 5 14 -- 16.5 115.0 <500 psf None
_ _
SAND & GRAVEL (SP/GP) 6
brown _ _
very dense 7
_ _
8
_ _
9
_ _
apparent cobbles SS 10 50/5"
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SILTSTONE / SANDSTONE CS 15 32 9000+ 18.9 111.6
olive / grey _ _
weathered / poorly cemented 16
moderately hard to hard _ _
17
_ _
18
_ _
19
_ _
grey SS 20 50/9" 9000 16.7
_ _
21
_ _
22
_ _
23
_ _
24
_ _
CS 25 50/5" 9000 14.5 117.8 <500 psf None
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / SANDSTONE 27
grey _ _
weathered / poorly cemented 28
moderately hard to hard _ _
29
_ _
SS 30 50/7" 9000+ 17.7
_ _
31
_ _
32
_ _
33
_ _
34
_ _
CS 35 50/3" 9000+ 13.9 131.9 <500 psf None
_ _
36
_ _
37
_ _
38
_ _
39
_ _
SS 40 50/4" 8500 17.1
_ _
41
_ _
42
_ _
43
_ _
44
_ _
CS 45 50/3" -- 12.2 114.7
_ _
46
_ _
47
_ _
48
_ _
49
_ _
SS 50 50/1" 5000 16.7
BOTTOM OF BORING DEPTH 50.5' _ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
FORT COLLINS, COLORADO
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
_ _
3
_ _
4
_ _
SAND & GRAVEL (SP/GP) CS 5 26 3000 9.3 120.8
brown _ _
medium dense 6
_ _
7
_ _
8
_ _
9
_ _
SS 10 19 -- 10.9
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 28 2000 21.7
_ _
SILTSTONE / SANDSTONE / CLAYSTONE 16
olive / grey _ _
soft 17
_ _
18
_ _
19
_ _
SILTSTONE / SANDSTONE CS 20 50/4" 9000+ 10.6 122.9 35 20 67.8
grey _ _
moderately hard to hard 21
_ _
22
_ _
23
_ _
24
_ _
SS 25 50/5" 9000 14.8
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / SANDSTONE 27
grey _ _
moderately hard to hard 28
_ _
29
_ _
CS 30 50/3" 9000+ 9.9 127.1
BOTTOM OF BORING DEPTH 30.0' _ _
31
_ _
32
_ _
33
_ _
34
_ _
35
_ _
36
_ _
37
_ _
38
_ _
39
_ _
40
_ _
41
_ _
42
_ _
43
_ _
44
_ _
45
_ _
46
_ _
47
_ _
48
_ _
49
_ _
50
_ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
FORT COLLINS, COLORADO
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
SILTY CLAYEY SAND (SM/SC), brown 1
_ _
SAND & GRAVEL (SP/GP) 2
brown _ _
medium dense to dense 3
_ _
4
_ _
SS 5 30 -- 1.6
_ _
6
_ _
7
_ _
8
_ _
9
_ _
SS 10 37/8" -- 12.2
apparent cobbles _ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 50/9" -- 10.1
_ _
BOTTOM OF BORING DEPTH 15.5' 16
_ _
17
_ _
18
_ _
19
_ _
20
_ _
21
_ _
22
_ _
23
_ _
24
_ _
25
_ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
medium dense _ _ % @ 150 psf
CS 3 11 -- 20.4 102.9 NL NP 19.8 200 psf 0.1%
_ _
SAND & GRAVEL (SP/GP) 4
brown _ _
medium dense to dense SS 5 23 -- 8.5
_ _
6
_ _
7
with cobbles _ _
8
_ _
9
_ _
SS 10 34/8.5" -- 13.4
_ _
11
_ _
12
_ _
13
_ _
14
_ _
CS 15 50/11" -- 10.3
_ _
16
_ _
SILTSTONE / SANDSTONE / CLAYSTONE 17
grey _ _
moderately hard 18
_ _
19
_ _
SS 20 50/5" 9000 13.3 127.2
_ _
BOTTOM OF BORING DEPTH 20.5' 21
_ _
22
_ _
23
_ _
24
_ _
25
_ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
PROJECT NO: 1122080 DATE: OCTOBER 2012
RIG TYPE: CME45 WATER DEPTH
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL Not Reported
D N QU MC DD A-LIMITS -200 SWELL-CONSOLIDATION
(feet) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % - 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
loose _ _
CS 3 8 9000 14.2 86.2
_ _
4
SAND & GRAVEL (SP/GP) SS _ _ 43 -- 4.6
brown 5
dense _ _
6
_ _
7
_ _
8
_ _
apparent cobbles 9
_ _
SS 10 55 -- 14.2
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 38 -- 5.4
SILTSTONE / SANDSTONE / CLAYSTONE _ _
BOTTOM OF PIEZOMETER DEPTH 15.5' 16
_ _
17
_ _
18
_ _
19
_ _
20
_ _
21
_ _
PIEZOMETER LEGEND 22
_ _
Concrete Mix - 4" Diameter Lockable Steel Cover 23
2-Inch Diameter Flush Threaded- Schedule 40 PVC riser pipe _ _
Bentonite Seal 24
2-Inch Dia. Flush Threaded- Schedule 40 PVC Slotted pipe - 5' _ _
Silica Sand and/or Sand & Gravel Cave-In 25
_ _
Earth Engineering Consultants, Inc.
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SILTY CLAYEY SAND (SM/SC) _ _
brown 2
loose _ _
CS 3 7 -- 16.7 107.4 NL NP 45.1
_ _
4
_ _
SAND & GRAVEL (SP/GP) SS 5 46/11" -- 19.5
brown _ _
dense 6
_ _
7
_ _
8
_ _
9
_ _
apparent cobbles SS 10 35/9" -- 10.0
_ _
11
_ _
12
_ _
13
_ _
14
SILTSTONE / SANDSTONE / CLAYSTONE _ _
grey CS 15 50/8" 9000+ 11.9 128.6 36 18 52.7
moderately hard to hard _ _
16
_ _
17
_ _
18
_ _
19
_ _
SS 20 50/4" 9000+ 12.1
_ _
21
_ _
22
_ _
23
_ _
24
_ _
CS 25 50/5" 9000+ 12.6 118.4
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / SANDSTONE / CLAYSTONE 27
grey _ _
moderately hard to hard 28
_ _
29
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SS 30 50/5" -- 15.0
_ _
BOTTOM OF BORING DEPTH 30.5' 31
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Earth Engineering Consultants
LEMAY/LINCOLN CAMPUS
FORT COLLINS, COLORADO
PROJECT NO: 1122080 DATE: OCTOBER 2012
RIG TYPE: CME45 WATER DEPTH
FOREMAN: DG
AUGER TYPE: 4" CFA
SPT HAMMER: MANUAL Not Reported
D N QU MC DD A-LIMITS -200 SWELL-CONSOLIDATION
(feet) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % - 500 PSF
_ _
SILTY CLAYEY SAND (SM/SC) 1
brown / rust _ _
medium dense 2
_ _
CS 3 20 6000 11.5 100.3
_ _
SAND & GRAVEL (SP/GP) 4
brown / rust _ _
dense to very dense SS 5 50 -- 0.9
_ _
6
_ _
7
_ _
apparent cobbles 8
_ _
9
_ _
SS 10 45 -- 11.2
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 50/8" -- 8.0
_ _
16
_ _
SILTSTONE / SANDSTONE / CLAYSTONE 17
grey _ _
moderately hard to hard CS 18 68/8" 9000 15.3 118.3
_ _
19
_ _
20
_ _
21
_ _
PIEZOMETER LEGEND 22
_ _
Concrete Mix - 4" Diameter Lockable Steel Cover 23
2-Inch Diameter Flush Threaded- Schedule 40 PVC riser pipe _ _
Bentonite Seal 24
2-Inch Dia. Flush Threaded- Schedule 40 PVC Slotted pipe - 5' _ _
Silica Sand and/or Sand & Gravel Cave-In 25
_ _
Earth Engineering Consultants, Inc.
BOTTOM OF PIEZOMETER DEPTH 18.0'
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
_ _
SANDY LEAN CLAY (CL) 1
brown _ _
stiff 2
_ _
3
_ _
4
_ _ 5 2000 21.7 103.1 28 6 55.2 <500 psf None
CS 5
SAND & GRAVEL (SP/GP) _ _
brown 6
medium dense to dense _ _
7
_ _
8
_ _
9
_ _
SS 10 44 -- 8.0 7.1
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 37/9" -- 9.0
_ _
16
_ _
17
_ _
18
SILTSTONE / CLAYSTONE / SANDSTONE _ _
grey 19
moderately hard to hard _ _
SS 20 50/11" 3500 20.5
_ _
21
_ _
22
_ _
23
_ _
24
_ _ % @ 1000 psf
CS 25 50/2.5" 9000 13.6 117.8 37 8 47.3 1600 psf 0.3%
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants, LLC
BLUE HOME LNG - PHASE I
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / CLAYSTONE / SANDSTONE 27
grey _ _
moderately hard to hard 28
_ _
29
_ _
SS 30 50/4" 5000 16.1 37 8 47.3
_ _
BOTTOM OF BORING DEPTH 30.5' 31
_ _
32
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33
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34
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35
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36
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37
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38
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Earth Engineering Consultants
BLUE HOME LNG - PHASE I
FORT COLLINS, COLORADO
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
1
SANDY LEAN CLAY (CL) _ _
brown 2
stiff _ _ % @ 150 psf
CS 3 23 -- 19.7 103.9 200 psf 0.1%
SAND & GRAVEL (SP/GP) _ _
brown 4
medium dense to dense _ _
SS 5 24 -- 6.5 4.6
_ _
6
apparent cobbles _ _
7
_ _
8
_ _
9
_ _
SS 10 56/11" -- 8.8
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SILTSTONE / CLAYSTONE / SANDSTONE SS 15 39/11" 5500 18.2
grey _ _
moderately hard to hard 16
_ _
17
_ _
18
_ _
19
_ _
CS 20 50/3.5" 9000+ 15.3 117.1
_ _
21
_ _
22
_ _
23
_ _
24
_ _
SS 25 50/4" 4500 14.5
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants, LLC
BLUE HOME LNG - PHASE I
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / CLAYSTONE / SANDSTONE 27
grey _ _
moderately hard to hard 28
_ _
29
_ _
CS 30 50/4" 9000+ 12.2 118.2
BOTTOM OF BORING DEPTH 30.0' _ _
31
_ _
32
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33
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34
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35
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36
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37
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38
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39
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50
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Earth Engineering Consultants
BLUE HOME LNG - PHASE I
FORT COLLINS, COLORADO
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSIOL & VEGETATION _ _
SILTY SANDY LEAN CLAY (CL) 1
brown, stiff _ _
2
_ _
SAND & GRAVEL (SP/GP) CS 3 28 -- 7.5 NL NP 5.7
brown, stiff _ _
medium dense to dense 4
_ _
SS 5 51 -- 2.9
_ _
6
_ _
7
_ _
8
_ _
9
_ _
SS 10 29 -- 15.3
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 51 -- 17.2
_ _
16
SILTSTONE / CLAYSTONE / SANDSTONE _ _
grey / brown 17
moderately hard to hard _ _
18
_ _
19
_ _
CS 20 50/4" 9000+ 12.3 102.1
_ _
21
_ _
22
_ _
23
_ _
24
_ _
SS 25 50/7" 4000 19.3
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants, LLC
BLUE HOME LNG - PHASE I
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / CLAYSTONE / SANDSTONE 27
grey / brown _ _
moderately hard to hard 28
_ _
29
_ _
SS 30 50/6" 5000 15.4
_ _
BOTTOM OF BORING DEPTH 30.5' 31
_ _
32
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33
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34
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35
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36
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37
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38
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49
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50
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Earth Engineering Consultants
BLUE HOME LNG - PHASE I
FORT COLLINS, COLORADO
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
TOPSOIL & VEGETATION _ _
SILTY SANDY LEAN CLAY (CL) 1
brown, stiff _ _
2
_ _
SAND & GRAVEL (SP/GP) 3
brown _ _
medium dense to dense 4
_ _
SS 5 50/11" -- 1.3
_ _
6
apparent cobbles _ _
7
_ _
8
_ _
9
_ _
SS 10 50 -- 8.7 7.0
_ _
11
_ _
12
_ _
13
_ _
14
_ _
SS 15 19 -- 29.2
_ _
SILTSTONE / CLAYSTONE / SANDSTONE 16
brown / olive / grey _ _
moderately hard to hard 17
_ _
18
_ _
19
_ _
CS 20 50/4" 9000 8.6 134.3
_ _
21
_ _
22
_ _
23
_ _
24
_ _ % @ 1000 psf
SS 25 50/3" 3500 15.8 117.7 43 26 61.1 3000 psf 0.9%
Continued on Sheet 2 of 2 _ _
Earth Engineering Consultants, LLC
BLUE HOME LNG - PHASE I
DATE:
RIG TYPE: CME45
FOREMAN: DG
AUGER TYPE: 6 1/4" I.D. HSA
SPT HAMMER: AUTOMATIC
SOIL DESCRIPTION D N QU MC DD -200
TYPE (FEET) (BLOWS/FT) (PSF) (%) (PCF) LL PI (%) PRESSURE % @ 500 PSF
Continued from Sheet 1 of 2 26
_ _
SILTSTONE / CLAYSTONE / SANDSTONE 27
brown / olive / grey _ _
moderately hard to hard 28
_ _
29
_ _
CS 30 50/3" 9000+ 14.9 120.8
BOTTOM OF BORING DEPTH 30.0' _ _
31
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32
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33
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34
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35
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36
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37
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38
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39
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50
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Earth Engineering Consultants
BLUE HOME LNG - PHASE I
FORT COLLINS, COLORADO
Project:
Location:
Project #:
Date:
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Olive / Grey Siltstone / Sandstone
Sample Location: Boring 5, Sample 5, Depth 24'
Liquid Limit: - - Plasticity Index: - - % Passing #200: - -
Beginning Moisture: 14.5% Dry Density: 116.9 pcf Ending Moisture: 19.6%
Swell Pressure: <500 psf % Swell @ 500: None
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
Beginning Moisture: 13.9% Dry Density: 112 pcf Ending Moisture: 23.3%
Swell Pressure: <500 psf % Swell @ 500: None
Sample Location: Boring 5, Sample 7, Depth 34'
Liquid Limit: - - Plasticity Index: - - % Passing #200: - -
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Grey Siltstone / Sandstone
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
Beginning Moisture: 10.6% Dry Density: 119.1 pcf Ending Moisture: 10.6%
Swell Pressure: 2000 psf % Swell @ 1000: 0.8%
Sample Location: Boring 6, Sample 4, Depth 19'
Liquid Limit: 35 Plasticity Index: 20 % Passing #200: 67.8%
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Grey Siltstone / Sandstone
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Brown Silty Sand (SM)
Sample Location: Boring 8, Sample 1, Depth 2'
Liquid Limit: NL Plasticity Index: NP % Passing #200: 19.8%
Beginning Moisture: 20.4% Dry Density: 104.7 pcf Ending Moisture: 16.8%
Swell Pressure: 200 psf % Swell @ 150: 0.1%
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
Beginning Moisture: 16.7% Dry Density: 95.7 pcf Ending Moisture: 20.4%
Swell Pressure: <150 psf % Swell @ 150: None
Sample Location: Boring 11, Sample 1, Depth 2'
Liquid Limit: NL Plasticity Index: NP % Passing #200: 45.1%
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Brown Silty Clayey Sand (SM/SC)
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Lemay/Lincoln Campus
Fort Collins, Colorado
1122080
October 2012
Beginning Moisture: 11.9% Dry Density: 118.1 pcf Ending Moisture: 14.8%
Swell Pressure: 1000 psf % Swell @ 500: 0.5%
Sample Location: Boring 11, Sample 4, Depth 14'
Liquid Limit: 36 Plasticity Index: 18 % Passing #200: 52.7%
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Grey Siltstone / Sandstone / Claystone
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
May 2013
Beginning Moisture: 21.7% Dry Density: 102 pcf Ending Moisture: 21.5%
Swell Pressure: <500 psf % Swell @ 500: None
Sample Location: Boring 20, Sample 1, Depth 4'
Liquid Limit: 28 Plasticity Index: 6 % Passing #200: 55.2%
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Brown Sandy Lean Clay / Sand & Gravel
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Grey Siltstone / Claystone / Sandstone
Sample Location: Boring 20, Sample 5, Depth 24'
Liquid Limit: 37 Plasticity Index: 8 % Passing #200: 47.3%
Beginning Moisture: 13.6% Dry Density: 117.8 pcf Ending Moisture: 16.7%
Swell Pressure: 1600 psf % Swell @ 1000: 0.3%
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
May 2013
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
May 2013
Beginning Moisture: 19.7% Dry Density: 102.6 pcf Ending Moisture: 20.7%
Swell Pressure: 200 psf % Swell @ 150: 0.1%
Sample Location: Boring 21, Sample 1, Depth 2'
Liquid Limit: - - Plasticity Index: - - % Passing #200: - -
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Brown Sandy Lean Clay / Sand & Gravel
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
Project:
Location:
Project #:
Date:
SWELL / CONSOLIDATION TEST RESULTS
Material Description: Brown / Olive / Grey Siltstone / Claystone / Sandstone
Sample Location: Boring 23, Sample 6, Depth 24'
Liquid Limit: 43 Plasticity Index: 26 % Passing #200: 61.1%
Beginning Moisture: 14.0% Dry Density: 117.7 pcf Ending Moisture: 14.5%
Swell Pressure: 3000 psf % Swell @ 1000: 0.9%
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
May 2013
-10.0
-8.0
-6.0
-4.0
-2.0
0.0
2.0
4.0
6.0
8.0
10.0
0.01 0.1 1 10
Percent Movement
Load (TSF)
Consolidatio Swell
Water Added
6" (152.4 mm)
5" (127 mm)
4" (101.6 mm)
3" (76 mm)
2 1/2" (63 mm)
2" (50 mm)
1 1/2" (37.5 mm)
1" (25 mm)
3/4" (19 mm)
1/2" (12.5 mm)
3/8" (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (600 mm)
No. 40 (425 mm)
No. 50 (300 mm)
No. 100 (150 mm)
No. 200 (75 mm)
Project: Blue Home LNG - Phase I
Location: Fort Collins, Colorado
Project No: 1122080A
Sample ID: B-20, S-2, 9'
Sample Desc.: Sand & Gravel (SP/GP)
Date: May 2013
37
31
26
89
70
Sieve Size Percent Passing
45
Plasticity Index
Plastic Limit
Liquid Limit, Plastic Limit and Plasticity Index of Soils (AASHTO T 89 & T90/ASTM D 4318)
Liquid Limit
EARTH ENGINEERING CONSULTANTS, LLC
SUMMARY OF LABORATORY TEST RESULTS
100
7.1
20
12
100
100
100
100
100
100
64
58
Sieve Analysis (AASHTO T 11 & T 27 / ASTM C 117 & C 136)
24
Gravel
Coarse Fine
Sand
Coarse Medium Fine
EARTH ENGINEERING CONSULTANTS, LLC
Summary of Washed Sieve Analysis Tests (ASTM C117 & C136)
Date:
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
B-20, S-2, 9'
Sand & Gravel (SP/GP)
May 2013
Project:
Location:
Project No:
Sample ID:
Sample Desc.:
Cobble Silt or Clay
6"
5"
4"
3"
2.5"
2"
1.5"
1"
3/4"
1/2"
3/8"
No. 4
No. 8
No. 10
No. 16
No. 30
No. 40
No. 50
No. 100
0
10
20
30
40
50
60
70
80
90
100
1000 100 10 1 0.1 0.01
Finer by Weight (%)
Grain Size (mm)
Standard Sieve Size
6" (152.4 mm)
5" (127 mm)
4" (101.6 mm)
3" (76 mm)
2 1/2" (63 mm)
2" (50 mm)
1 1/2" (37.5 mm)
1" (25 mm)
3/4" (19 mm)
1/2" (12.5 mm)
3/8" (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (600 mm)
No. 40 (425 mm)
No. 50 (300 mm)
No. 100 (150 mm)
No. 200 (75 mm)
Project: Blue Home LNG - Phase I
Location: Fort Collins, Colorado
Project No: 1122080A
Sample ID: B-21, S-2, 4'
Sample Desc.: Sand & Gravel (SP/GP)
Date: May 2013
27
20
14
61
56
Sieve Size Percent Passing
32
Plasticity Index
Plastic Limit
Liquid Limit, Plastic Limit and Plasticity Index of Soils (AASHTO T 89 & T90/ASTM D 4318)
Liquid Limit
EARTH ENGINEERING CONSULTANTS, LLC
SUMMARY OF LABORATORY TEST RESULTS
100
4.6
9
6
100
100
100
100
100
100
44
39
Sieve Analysis (AASHTO T 11 & T 27 / ASTM C 117 & C 136)
11
Gravel
Coarse Fine
Sand
Coarse Medium Fine
EARTH ENGINEERING CONSULTANTS, LLC
Summary of Washed Sieve Analysis Tests (ASTM C117 & C136)
Date:
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
B-21, S-2, 4'
Sand & Gravel (SP/GP)
May 2013
Project:
Location:
Project No:
Sample ID:
Sample Desc.:
Cobble Silt or Clay
6"
5"
4"
3"
2.5"
2"
1.5"
1"
3/4"
1/2"
3/8"
No. 4
No. 8
No. 10
No. 16
No. 30
No. 40
No. 50
No. 100
0
10
20
30
40
50
60
70
80
90
100
1000 100 10 1 0.1 0.01
Finer by Weight (%)
Grain Size (mm)
Standard Sieve Size
6" (152.4 mm)
5" (127 mm)
4" (101.6 mm)
3" (76 mm)
2 1/2" (63 mm)
2" (50 mm)
1 1/2" (37.5 mm)
1" (25 mm)
3/4" (19 mm)
1/2" (12.5 mm)
3/8" (9.5 mm)
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (600 mm)
No. 40 (425 mm)
No. 50 (300 mm)
No. 100 (150 mm)
No. 200 (75 mm)
Project: Blue Home LNG - Phase I
Location: Fort Collins, Colorado
Project No: 1122080A
Sample ID: B-23, S-2, 9'
Sample Desc.: Sand & Gravel (SP/GP)
Date: May 2013
EARTH ENGINEERING CONSULTANTS, LLC
SUMMARY OF LABORATORY TEST RESULTS
100
7.0
18
11
100
100
100
100
100
100
72
68
Sieve Analysis (AASHTO T 11 & T 27 / ASTM C 117 & C 136)
23
Sieve Size Percent Passing
60
Plasticity Index
Plastic Limit
Liquid Limit, Plastic Limit and Plasticity Index of Soils (AASHTO T 89 & T90/ASTM D 4318)
Liquid Limit
50
39
28
91
81
EARTH ENGINEERING CONSULTANTS, LLC
Summary of Washed Sieve Analysis Tests (ASTM C117 & C136)
Date:
Blue Home LNG - Phase I
Fort Collins, Colorado
1122080A
B-23, S-2, 9'
Sand & Gravel (SP/GP)
May 2013
Project:
Location:
Project No:
Sample ID:
Sample Desc.:
Cobble Silt or Clay
Gravel
Coarse Fine
Sand
Coarse Medium Fine
6"
5"
4"
3"
2.5"
2"
1.5"
1"
3/4"
1/2"
3/8"
No. 4
No. 8
No. 10
No. 16
No. 30
No. 40
No. 50
No. 100
0
10
20
30
40
50
60
70
80
90
100
1000 100 10 1 0.1 0.01
Finer by Weight (%)
Grain Size (mm)
Standard Sieve Size
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
PROPOSED CONDITION FLOODPLAIN MAP
10/23/2013
1"=200'
NA
AMH
AMH
C3A
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
XS-222820
XS-222820
XS-223188 XS-223188
XS-223608
XS-223608
XS-224336
XS-224336
XS-225494
XS-225494
XS-225706
XS-225706
∆
∆
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
PLAN VIEW
10/23/2013
1"=100'
NA
AMH
AMH
C4
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
SECTIONS 222820 AND 223188
10/23/2013
1"=30'
1"=5'
AMH
AMH
C5
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
SECTIONS 223608 AND 224336
10/23/2013
1"=30'
1"=5'
AMH
AMH
C6
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
SECTIONS 225494 AND 225706
10/23/2013
1"=30'
1"=5'
AMH
AMH
C7
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
Civil ƒ Water Resources ƒ Environmental
375 East Horsetooth Road, Building 5, Fort Collins, CO 80525
Phone (970) 226-0120 / Fax (970) 226-0121
www.acewater.com
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
BANK STABILIZATION PLANS
DETAILS
10/23/2013
NTS
NTS
AMH
AMH
C8
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
S
S
S
S
S
S
S
S
S
S
S
S
S S
R
H2O
R
H2O
H2O
H2O
CITY OF
FORT COLLINS
E A S T M U L B E R R Y S T R E E T (S H 1 4)
REALIGNED POUDRE
TRAIL
PROPERTY BOUNDARY
300' GENERAL RIVER
BUFFER ZONE
EXISTING TOP
OF BANK
300' GENERAL RIVER
BUFFER ZONE
EXISTING
POWERLINE
AND EASEMENT
EFFECTIVE
FLOODPLAIN
EFFECTIVE
FLOODWAY
LOT 4
31.214 ac
LOT 2
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
CACHE LA POUDRE RIVER
WASTEWATER TREATMENT PLANT NO.1
CITY OF FORT COLLINS
EXISTING SANITARY
LINE AND EASEMENT
LIMIT OF DISTURBANCE/
SEED LIMIT LINE
CITY OF FORT COLLINS
EFFECTIVE
500-YEAR
FLOODPLAIN
EXISTING TREES TO
REMAIN AND BE
PROTECTED
EXISTING SANITARY
LINE AND EASEMENT
S O U T H L E M A Y A V E N U E
LOT 1
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
LOT 2
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
LOT 3
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
MIX A
MIX B
MIX C
MIX A
MIX A
MIX A
MIX A
MIX C
MIX C
MIX B
MIX B
MIX B
MIX 1
MIX 1
MIX 1
MIX 1
MIX 1
MIX 1
MIX 1
LOT 4
31.214 ac
MIX 2
MIX 3
SEEDED AREAS LIVE PLANTING AREAS
UPLAND SHRUBLAND
ZONE
COTTONWOOD
REGENERATION
ZONE
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT WETLAND
ZONE
MIX A
MIX B
MIX C MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
S
S
S
MIX B
PROPERTY BOUNDARY
CACHE LA POUDRE RIVER
MIX A
LOT LINE/SEED LIMIT LINE
MIX A
2 SY OC
2 RI AU
7 PO (BB)
4 PO (CON)
3 RH TR
6 AT CA
3 CH NA
1 CH NA
3 CH NA
5 RH TR
3 RO WO
3 PR AM
1 PR AM
3 PR AM
3 RI AU
6 RH TR
6 AT CA
7 CH NA
2 SA AM
EFFECTIVE FLOODWAY
2 PR VI
2 RI AU
1 RO WO
EXISTING SANITARY
LINE AND EASEMENT
LOT LINE/SEED LIMIT LINE
LIMIT OF DISTURBANCE/SEED LIMIT LINE
3 RH TR
6 AT CA
3 CH NA
5 AT CA
3 CH NA
3 RH TR
3 AT CA
1 CH NA
1 RH TR
6 AT CA
3 CH NA
3 SY OC
EXISTING SANITARY
LINE AND EASEMENT
2 PO (BB)
1 PO (CON)
3 PO (CON)
2 PO (BB)
11 PO (CON)
1 PO (BB)
3 PO(CON)
6 PO (CON)
4 PO (BB)
BURIED RIP RAP
S
S
S
S S
MIX B
MIX B
PROPERTY BOUNDARY
PROPERTY BOUNDARY
CACHE LA POUDRE RIVER
MIX B
MIX B
2 PO (BB)
4 SA AM
4 PO (CON)
2 PR VI
3 RI AU
4 PR AM
2 RO WO
3 PR AM
3 SY OC
1 RO WO
3 SY OC
3 RI AU
1 RO WO
3 SY OC
1 RO WO
1 PR VI
1 PR VI
2 PR AM
2 RI AU
3 SY OC
2 PR AM
2 AL IN
1 AL IN
1 AL IN
1 AL IN
2 AL IN
3 SA EX
3 SA EX
3 SA EX
3 SA EX
3 SA EX
3 SA EX
3 SA EX
3 CO SE
2 CO SE
5 CO SE
2 CO SE
2 CO SE
5 CO SE
3 RI AU
3 PR AM
3 RI AU
5 PR VI
1 RO WO
1 AM FR
1 RO WO
3 RI AU
2 PR AM
2 PR VI
S
S
S
MIX 3
MIX B
MIX B
MIX B
MIX B
PROPERTY BOUNDARY
LOT LINE/SEED LIMIT LINE
CACHE LA POUDRE RIVER
MIX B
MIX B
MIX B
MIX A
MIX 2
MIX B
300' GENERAL RIVER
BUFFER ZONE
MIX 3
MIX A
MIX B
3 PO (BB)
5 PO (CON)
2 PR AM
1 PR VI
3 RI AU
3 SY OC
2 PR AM
1 RI AU
3 PR VI
2 PR AM
3 RI AU
3 PR AM
1 PR VI
3 SY OC
1 RO WO
3 PR AM
1 PR VI
3 RI AU
2 RO WO
2 RO WO
2 PR AM
1 PR VI
1 RI AU
1 AM FR
1 AL IN
3 SA EX
3 SA EX
5 CO SE
3 CO SE
4 CO SE
2 RH TR
3 AT CA
3 AT CA
3 RH TR
1 CH NA
3 SA EX
3 SA EX
2 CO SE
MIX 3
MIX 3
MIX 2
MIX A
MIX B
MIX A
MIX B
MIX A
MIX A
MIX B
MIX 3
MIX 2
MIX A
MIX A
MIX A
MIX B
MIX B
MIX A
300' GENERAL RIVER
BUFFER ZONE
MIX A
LOT LINE/SEED LIMIT LINE
2 PO (BB)
2 SA AM
1 PO (CON)
3 PR AM
2 PR VI
3 SY OC
3 RI AU
3 PR AM
2 PR VI
2 RO WO
3 PR AM
1 PR VI
3 SY OC
1 RI AU
3 PR VI
3 RI AU
2 AL IN
2 AL IN
1 AL IN
1 AL IN
3 SA EX
3 SA EX
3 SA EX
3 SA EX
5 CO SE
5 CO SE
3 CO SE
1 RH TR
5 CH NA
4 AT CA
6 RH TR
1 CH NA
1 RH TR
2 CH NA
4 AT CA
3 RH TR
2 CH NA
3 SA EX
4929
MIX A
MIX B
MIX A
PROPERTY BOUNDARY
PROPERTY BOUNDARY
CACHE LA POUDRE RIVER
LOT 4
31.21 AC
EXISTING
TOP OF BANK
MIX B
LOT LINE/SEED LIMIT LINE
MIX A
3 PO (BB)
2 PO (CON)
3 PR AM
2 RO WO
2 PR AM
1 PR VI
3 SY OC
3 RI AU
3 PR VI
3 SA EX
6 AT CA
1 PR AM
3 SA EX
2 CO SE
1 AL IN
2 AL IN
1 AL IN
3 SA EX
2 CO SE
3 CO SE
3 RH TR
3 CO SE
2 RI AU
1 PR AM
3 SA EX
2 AL IN
3 SY OC
3 SY OC
1 AL IN
1 AM FR
3 AT CA
4 CH NA
2 RH TR
2 CO SE
1 CH NA
3 AT CA
3 SA EX
3 RI AU
2 CH NA
3 RH TR
1 AM FR
MIX C
MIX C
MIX B
MIX B
MIX B
S
R
H2O
H2O
H2O
MIX A
MIX A
LOT LINE/SEED LIMIT LINE
EAST MULBERRY STREET (SH14)
SOUTH LEMAY AVENUE
LOT 4
31.21 AC
EXISTING
TOP OF BANK
MIX A
CACHE LA POUDRE RIVER
3 SA AM
2 RO WO
1 PR VI
3 RI AU
1 PR VI
2 PR AM
3 SY OC
2 PR AM
3 SY OC
1 PR VI
1 RO WO
3 SA EX
2 CO SE
2 RO WO
3 SY OC
MIX C
MIX B
MIX B
EFFECTIVE FLOODWAY
LOT LINE/ SEED LIMIT LINE
BURIED RIP RAP STABILIZATION
AREA (RE: BANK STABILIZATION
PLANS)
EXISTING POUDRE
RIVER TRAIL
7 SA AM
2 SA AM
1 PO (BB)
4 PO (CON)
4' CRUSHER FINES PATH
(RE: CIVIL)
10' POUDRE RIVER TRAIL
(RE:CIVIL)
1 PO (BB)
2 PO (CON)
4 SA AM
9 PO (BB)
300' GENERAL RIVER
BUFFER ZONE
WATER FOWL
EXCLUSION FENCE -
SEE DETAIL SHEET HB1 MIX C &
LIMIT OF MIX 1
DISTURBANCE/SEED
1
2
3
4
M
A
N
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
N/A
ARZ
IR-1
10.23.2013
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
IRRIGATION
NOTES
EWP
EWP
6'
A
1
2
A
KEY MAP
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1"=100'
ARZ
IR-2
10.23.2013
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
50' 100' 200'
IR3
IR4 IR5 IR6
IR7
IR8
IRRIGATION
SITE PLAN
EWP
EWP
N
N
N
3
3
1"
1"
1"
A
M
A
N
1
2
3
4
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1"=30'
ARZ
IR-3
10.23.2013
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15 30' 60'
MATCHLINE, SEE SHEET IR-4
IR3
IR4 IR5 IR6
IR7
IR8
IRRIGATION
PLAN
EWP
EWP
KEY MAP
N
N
N
N
N
N
N
N
N
N
N
3
3
3
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
4
A
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
ARZ
IR-4
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
MATCHLINE, SEE SHEET IR-5
MATCHLINE, SEE SHEET IR-3
IR3
IR4 IR5 IR6
IR7
N
N
N
N
N
N
N
N
N
3
3
3
1"
1"
1" 1"
1" 1" 1"
1"
1"
1"
1"
4
4
4
4
A
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
ARZ
IR-5
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
MATCHLINE, SEE SHEET IR-6
MATCHLINE, SEE SHEET IR-4
IRRIGATION
PLAN
KEY MAP
IR3
IR4 IR5 IR6
N
N
N
N
N
N
N
N
6'
3
3
3
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
4
4
4
4
A
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
ARZ
IR-6
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
MATCHLINE, SEE SHEET IR-5
MATCHLINE, SEE SHEET IR-7
IRRIGATION
N
N
N
3
1"
1"
1"
1"
1"
1"
1"
4
4
A
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
ARZ
IR-7
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
MATCHLINE, SEE SHEET IR-8
MATCHLINE, SEE SHEET IR-6
IRRIGATION
PLAN
IR3
IR4 IR5 IR6
IR7
IR8
EWP
EWP
KEY MAP
N N
1
2
A
3
1"
1"
1"
4
A
1
2
3
4
M
A
N
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
ARZ
IR-8
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
MATCHLINE, SEE SHEET IR-7
IRRIGATION
PLAN
IR3
IR4 IR5 IR6
IR7
IR8
EWP
EWP
KEY MAP
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
IRRIGATION
DETAILS
N/A
ARZ
IR-9
10.23.2013
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
BACKFLOW PREVENTION
UNIT
1 ISOLATION GATE VALVE
ASSEMBLY
3 QUICK COUPLING VALVE
ASSEMBLY
4
SINGLE OUTLET EMITTER
ASSEMBLY
8
DRIP FLUSH CAP
ASSEMBLY
MULTIPLE OUTLET EMITTER 10
ASSEMBLY FOR TREES IN BEDS
9
MANUAL DRAIN VALVE
ASSEMBLY
5
EWP
EWP
MASTER VALVE
ASSEMBLY
2
REMOTE CONTROL DRIP
VALVE ASSEMBLY
6
PEDESTAL MOUNT CONTROLLER
ASSEMBLY
11
TYPICAL GROUNDING (AT VALVE)
ASSEMBLY
7
DETAIL 3 - WATERFOWL EXCLUSION FENCE
PERIMETER TREATMENT/ ELEVATION A-A NOT TO SCALE
8' MAX O.C.
HIGH DENSITY POLYETHYLENE
DIAMOND MESH (GREEN)
TIED OR STAPLED TO POSTS
2" x 2" x 7' HARDWOOD POSTS
OR STANDARD 6' T-POSTS
Drawing Name:
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
NTS
VS
AR
DETAILS
HB1
11.05.13
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
PLAN
IR3
IR4 IR5 IR6
IR7
IR8
EWP
EWP
KEY MAP
IR7
IR8
EWP
EWP
IR8
IRRIGATION
PLAN
EWP
EWP
KEY MAP
LIMIT LINE
STORM WATER
LINE (RE: CIVIL)
5 SA EX
3 SA AM
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX B
MIX C
MIX B
MIX C
EXISTING TREE TO
REMAIN AND BE
PROTECTED (TYP.)
TREE PROTECTION
ORANGE
CONSTRUCTION
FENCE, TYP.
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
AM
AV
L8
10.23.23
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
LANDSCAPE PLAN
RIVER RESTORATION AREA LEGEND
MATCHLINE, SEE SHEET L7
LANDSCAPE
PLAN & DETAILS
KEY MAP
L4 L5 L6
L7
L3
L8
TREE PLANTING - CONTAINER GROWN SHRUB PLANTING - CONTAINER GROWN
HERBACEOUS PLANTING - PLUGS
TREE PLANTING - BALLED AND BURLAPPED
36"
MIN.
48" MIN
GENERAL NOTES
6' MIN.
2X DIA. ROOTBALL
1. STAKE ALL TREES.
2. REMOVE STAKING AT THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
3. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT
BALL.
4. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE
DIAMETER OF THE ROOTBALL.
PLANT TREE 2"-3" HIGHER THAN SURROUNDING SOIL
AND TAPER MOUND BACK INTO EXISTING GRADE
REMOVE MIN. OF TOP 2/3 OF WIRE BASKET.
PULL BACK ALL BURLAP AND CUT AND
REMOVE ALL STRINGS/TWINE.
BACKFILL WITH SOIL OR
PLANTING MIX AS SPECIFIED.
TAMP TO FILL ALL VOIDS AND
AIR POCKETS
NEVER CUT LEADER
3-4" MULCH SAUCER
PRUNE TREE OF ALL MAJOR
DEADWOOD CRISS-CROSSING
BRANCHES, AND ANY EXCESSIVE
AND/OR SUCKER GROWTH
1" WIDE FABRIC WEBBING WITH
GROMMETS
GALVANIZED WIRE OR CABLE,
WITH TURNBUCKLES TO TIGHTEN
BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK
FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM
UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK.
USE BIO-DEGRADABLE PLASTIC TAPE TO SECURE.
(FALL PLANTING ONLY)
2"x2"x8' HARDWOOD TREE STAKE. ADJUST TREE STAKE
SO THAT TOP IS LEVEL WITH, OR JUST BELOW, FIRST
BRANCHES.
2"x4" WELDED WIRE FENCING
CAGE FULLY SURROUNDING
TREE. SECURE TO STAKES
1-1/2 X
ROOTBALL DIA.
SCARIFY SIDES &
BOTTOM
THIN DECIDUOUS SHRUBS OF
ALL MAJOR DEADWOOD AND
ANY EXCESSIVE AND/OR
SUCKER GROWTH
GROUND LINE TO BE SAME AS
NURSERY
BACKFILL WITH SOIL OR
PLANTING MIX AS SPECIFIED.
TAMP TO FILL ALL VOIDS AND
AIR POCKETS
REMOVE TREE FROM
CONTAINER WITHOUT
DISTURBING ROOT MASS
EXCAVATE HOLE 1-1/2 TIMES
THE WIDTH OF THE ROOT
MASS. REMOVE ALL
NON-ORGANIC MATERIAL
FROM THE PLANTING PIT AND
TAMP LOOSE SOIL IN BOTTOM
OF PIT BY HAND
2-3" MULCH SAUCER
GROUND LINE TO BE THE SAME
AS NURSERY
MULCH PER PLAN
PLUG, PEA POT, TUBER
BACKFILL WITH SOIL OR
PLANTING MIX AS SPECIFIED.
TAMP TO FILL ALL VOIDS AND
AIR POCKETS
2X DIA. ROOTBALL
BACKFILL WITH SOIL OR PLANTING
MIX AS SPECIFIED. TAMP TO FILL ALL
VOIDS AND AIR POCKETS
PRUNE TREE OF ALL MAJOR
DEADWOOD CRISS-CROSSING
BRANCHES, AND ANY EXCESSIVE
AND/OR SUCKER GROWTH
EXCAVATE HOLE 1-1/2 TIMES THE WIDTH OF THE
ROOT MASS. REMOVE ALL NON-ORGANIC MATERIAL
FROM THE PLANTING PIT AND TAMP LOOSE SOIL IN
BOTTOM OF PIT BY HAND
REMOVE TREE FROM CONTAINER WITHOUT
DISTURBING ROOT MASS
PLANT TREE 2"-3" HIGHER THAN SURROUNDING
SOIL AND TAPER MOUND BACK INTO EXISTING
GRADE
2"x4" WELDED WIRE FENCING
CAGE FULLY SURROUNDING
TREE. SECURE TO STAKES.
36"
MIN.
48" MIN
6' MIN.
6' METAL POST.
2-3" MULCH SAUCER
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
EFFECTIVE FLOODWAY
EXISTING POWERLINE
AND EASEMENT
BURIED RIP RAP STABILIZATION
AREA (RE: BANK STABILIZATION
PLANS) 6 PO (BB)
300' GENERAL
RIVER BUFFER
ZONE
8' LOOP TRAIL
(RE: CIVIL)
4' CRUSHER
FINES PATH
(RE: CIVIL)
10' POUDRE RIVER TRAIL
(RE: CIVIL)
EXISTING TREE TO
REMAIN AND BE
PROTECTED (TYP.)
1 PO (BB)
6 PO (BB)
3 PO (CON)
2 SA AM
4 SA AM
8 SA AM
2 PO (BB)
6 PO (CON)
8 SA AM
8 PO(CON)
1 PO(BB)
11 PO (CON)
4 SA AM
WATER FOWL
EXCLUSION FENCE -
SEE DETAIL SHEET HB1
LIMIT OF DISTURBANCE/SEED
LIMIT LINE
MIX C &
MIX 1
MIX C &
MIX 1
MIX C &
MIX 1
MIX A
MIX B
MIX A
MIX B
MIX B
MIX C
MIX C
MIX B
MIX A
MIX A
3 SA AM
TREE PROTECTION ORANGE
CONSTRUCTION FENCE, TYP.
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
AM
AV
L7
10.23.13
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
LANDSCAPE PLAN
MATCHLINE, SEE SHEET L8
RIVER RESTORATION AREA LEGEND
MATCHLINE, SEE SHEET L6
LANDSCAPE
PLAN
KEY MAP
L4 L5 L6
L8
L3
L7
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
2 CO SE
1 AL IN
3 PR AM
3 SY OC
2 RO WO
3 AT CA
3 AT CA
3 SA EX
3 SY OC
3 RI AU
3 PR AM
1 PR VI
3 SY OC
1 RO WO
3 SA EX
1 RI AU
2 PR AM
3 CH NA
9 AT CA
3 RH TR
2 CH NA
6 AT CA
2 CH NA
3 AT CA
3 RH TR
3 AT CA
3 RH TR
2 CH NA
3 AT CA
2 AM FR
1 AM FR
3 AM FR
MIX B
MIX 2
MIX 2
MIX A
MIX A 8' LOOP TRAIL
(RE: CIVIL)
EFFECTIVE FLOODWAY
POND WSE 4930
EXISTING POWERLINE
AND EASEMENT
LIMIT OF DISTURBANCE/
SEED LIMIT LINE
BURIED RIP RAP STABILIZATION AREA
(RE: BANK STABILIZATION PLANS)
1 SA AM
1 PO(BB)
2 PO(BB)
2 PO(CON)
2 SA AM
2 PO(BB)
3 PO(CON)
2 SA AM
2 SA AM
4 PO (BB)
1 PO (CON)
1 SA AM
1 PO (BB)
6 PO (BB)
1 SA AM
6 SA AM
2 PO (CON)
1 PO (BB)
10' POUDRE RIVER TRAIL
(RE:CIVIL)
4' CRUSHER FINES
PATH (RE: CIVIL)
EXISTING TREE TO
REMAIN AND BE
PROTECTED (TYP.)
TREE PROTECTION ORANGE
CONSTRUCTION FENCE, TYP.
4' CRUSHER
FINES TRAIL
WATER FOWL
EXCLUSION FENCE -
SEE DETAIL SHEET HB1
EFFECTIVE
FLOODPLAIN
3 PR VI
MIX A
MIX B
MIX A
MIX A
MIX B
MIX B
MIX B
MIX B
MIX B
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
BENCH, TYP.
SEE DETAIL
SHEET L9
3 PO(CON)
4 PO(BB)
2 PO(BB)
3 RI TR
2 CH NA
6 AT CA
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
AM
AV
L6
10.23.13
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
LANDSCAPE PLAN
MATCHLINE, SEE SHEET L5
MATCHLINE, SEE SHEET L7
RIVER RESTORATION AREA LEGEND
LANDSCAPE
PLAN
KEY MAP
L4 L5 L6
L7
L8
L3
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
1 AL IN
1 RO WO
3 SY OC
1 PR VI
2 RO WO
3 SY OC
3 PR AM
2 RI AU
2 PR VI
1 PR AM
3 RI AU
3 PR VI
3 PR AM
3 SY OC
3 RO WO
1 RO WO
3 AT CA
3 RH TR
3 PR AM
3 SA EX
1 AL IN
3 PR AM
1 PR VI
3 RI AU
3 RO WO
3 RH TR
6 AT CA
4 CH NA
2 AM FR
1 AL IN
3 SA EX
3 CO SE
MIX 2
MIX A
MIX A
MIX B
MIX B
MIX B
MIX B
MIX B
3 RH TR
6 AT CA
4 CH NA 3 CH NA
5 RH TR
BENCH, TYP.
SEE DETAIL SHEET L9
MIX A
2 SA AM
EFFECTIVE FLOODWAY
POND WSE 4930
BOULDER WALL,
SEE DETAIL SHEET L9
3 PO (BB)
5 PO (CON)
4 PO (BB)
5 PO (CON)
2 PO(BB)
4 PO(CON)
2 CH NA
1 AT CA
1 PO(BB)
3 PO(BB)
3 PO(CON)
2 SA AM
5 PO(BB)
4 PO(CON)
3 SA AM
3 PO(CON)
5 PO(BB)
5 PO(CON)
3 PO(CON)
4 SA AM
3 PO (CON)
2 PO (CON)
1 PO (BB)
1 SA AM
2 SA AM
2 SA AM
EXISTING TREE TO
REMAIN AND BE
PROTECTED (TYP.)
TREE PROTECTION ORANGE
CONSTRUCTION FENCE, TYP.
4' CRUSHER FINES
TRAIL
10' POUDRE RIVER TRAIL
(RE:CIVIL)
4' CRUSHER FINES
PATH (RE: CIVIL)
8' LOOP TRAIL
(RE: CIVIL)
4' CRUSHER
FINES TRAIL
WATER FOWL
EXCLUSION FENCE -
SEE DETAIL SHEET HB1
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIXB
MIXB
MIX B
MIX B
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
MIX B
MIX A
1 AL IN
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
AM
AV
L5
10.23.13
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
LANDSCAPE PLAN
MATCHLINE, SEE SHEET L6
MATCHLINE, SEE SHEET L4
RIVER RESTORATION AREA LEGEND
LANDSCAPE
PLAN
KEY MAP
L4 L5 L6
L7
L8
L3
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
3 RI AU
3 PR AM
2 RO WO
2 PR AM
2 AM FR
1 AM FR
2 AM FR
MIX A
MIX A
MIX B
MIX C
3 RH TR
6 AT CA
4 CH NA
MIX A
MIX C
MIX C
5 AT CA
5 RH TR
5 CH NA
3 PO (CON)
2 PO (BB)
1 PO (CON)
1 PO (BB)
6 PO (BB)
4 PO (CON)
2 PO (CON)
3 SA AM
6 AT CA
5 CH NA
4 RH TR
3 AT CA
1 CH NA
3 RH TR
2 PO (BB)
8 PO (CON)
4 PO (CON)
2 SA AM
2 SA AM
4 SA AM
4 PO (BB)
4 PO (CON)
3 SA AM
8 PO (BB)
4 PO (CON)
2 PO (BB)
4 SA AM
3 PO (CON)
3 SA AM
EXISTING SANITARY
LINE AND EASEMENT
1 PO (BB)
6 SA AM
2 SA AM
EXISTING SANITARY
LINE AND EASEMENT
1 PO (CON)
5 PO (BB)
3 PO (BB)
3 PO (BB)
2 SA AM
BURIED RIP RAP
STABILIZATION AREA
(RE: BANK STABILIZATION
PLANS)
EXISTING TREE TO
REMAIN AND BE
PROTECTED (TYP.)
EXISTING TOP OF
BANK
TREE PROTECTION ORANGE
CONSTRUCTION FENCE,
TYP.
10' POUDRE RIVER
TRAIL (RE:CIVIL)
4' CRUSHER FINES
PATH (RE: CIVIL)
300' GENERAL RIVER
BUFFER ZONE
WATER FOWL
EXCLUSION FENCE -
SEE DETAIL SHEET HB1
MIX C &
MIX 1
MIX C &
MIX 1
MIX C &
MIX 1
MIX C &
MIX 1
MIX B
MIX C
MIX B
MIX A
MIX B
MIX A
MIX B
MIX C
MIX B
MIX A
MIX A
MIX A
MIX A
MIX B
MIX B
MIX C
MIX A
MIX B
MIX B
3 SA AM
3 SA AM
MIX B
MIX A
MIX A
MIX C
MIX C
MIX C
MIX C
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1" = 30'
AM
AV
L4
10.23.13
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15' 30' 60'
LANDSCAPE PLAN
MATCHLINE, SEE SHEET L5
MATCHLINE, SEE SHEET L3
RIVER RESTORATION AREA LEGEND
LANDSCAPE
PLAN
KEY MAP
L4 L5 L6
L7
L8
L3
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
STABILIZATION AREA
(RE: BANK
STABILIZATION PLANS)
10' POUDRE RIVER
TRAIL (RE: CIVIL)
4' CRUSHER FINES
PATH (RE: CIVIL)
EXISTING POUDRE
TRAIL TO REMAIN
EXISTING
TOP OF BANK
WILLOW STAKE
PLANTING - SEE
DETAIL SHEET HB1
1 RH TR
MIX A
MIX A
MIX B
MIX A
MIX B
MIX A
MIX A
MIX A
MIX B
MIX A
MIX B
MIX A
EXISTING TREES
TO BE RETAINED
& PROTECTED
COTTONWOOD
(BB)
COTTONWOOD
(CONT)
PEACHLEAF
WILLOW (BB)
SHRUBS
SEED MIX TYPE
BOUNDARY
MIX B
MIX A
CONSERVATION
GRASSLANDS
ZONE
WET MEADOW
ZONE
EMERGENT
WETLAND
ZONE
LIVE PLANTING AREAS
MIX 1
MIX 2
MIX 3
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1"=30'
AM
AV
L3
10.23.13
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
15 30' 60'
LANDSCAPE PLAN
MATCHLINE, SEE SHEET L4
KEY MAP
RIVER RESTORATION AREA LEGEND
LANDSCAPE
PLAN
L3
L4 L5 L6
L7
L8
NOTE:
1. REFER TO SHEET L9 FOR PLANT LIST.
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1"=100'
AM
AV
L2
10.23.13
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
50' 100' 200'
LEGEND
OVERALL
LANDSCAPE
KEY MAP
L3
L4 L5 L6
L7
L8 PLAN
NOTES
1. PLAN SHOWS APPX. LOCATIONS OF SEED MIXES. SEE SHEETS L3-L8 FOR
DETAILED SEED MIX LOCATIONS.
2. DETAIL PLANS DO NOT SHOW SEED HATCH FOR CLARITY, ONLY LIVE PLUG
HATCHES ARE SHOWN ON DETAIL PLANS.
PROPERTY BOUNDARY
CITY OF
FORT COLLINS
LOT 1
SPRINGER THIRD SUBDIVISION
CITY OF FORT COLLINS
EXISTING SANITARY
LINE AND EASEMENT
LOT 1
BALDWIN MINOR SUBDIVISION
OWNER: HCC HOLDINGS, LLP
LOT 1
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
LOT 3
WOODWARD TECHNOLOGY CENTER
(FUTURE DEVELOPMENT)
Drawing Name:
Revisions
1603 Oakridge Drive
Fort Collins, CO 80525
(970) 223-7577
fax (970) 223-1827
Landscape Architecture
Urban Design
Graphic Design
Checked by:
NORTH
0
SCALE:
Project:
Client:
Sheet Date:
Sheet Number:
Project Number:
Drawn by:
Designed by:
1"=100'
AM
AV
L1
10.23.13
1326
WOODWARD TECHNOLOGY CENTER - LOT 4
RIVER RESTORATION PLANS
CITY OF FORT COLLINS
50' 100' 200'
SITE PLAN
SITE PLAN
KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED OWNER(S) OF THE
FOLLOWING DESCRIBED LAND: LOT 4, WOODWARD TECHNOLOGY CENTER, A TRACT OF LAND
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST,
AND THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST, OF THE
SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO.
EXISTING ZONING COMMUNITY COMMERCIAL -
GROSS SITE AREA 31.214 AC
PUBLIC ROW 0 AC
NET SITE AREA 31.214 AC
LEGAL DESCRIPTION
POUDRE RIVER DISTRICT (C-C-R)
LAND USE TABLE
APPROVED BY THE DIRECTOR OF PLANNING OF THE CITY OF FORT COLLINS,
COLORADO ON THIS DAY OF ,A.D., 20
DIRECTOR OF PLANNING
DIRECTOR OF PLANNING
OWNERSHIP CERTIFICATION
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT WE ARE THE LAWFUL OWNERS OF REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
BY: ______________________________________________ DATE: _____________________________
WOODWARD, INC., A DELAWARE CORPORATION
NAME :
TITLE: ______________________________________________
COUNTY OF LARIMER )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF_________,
20_____,
BY________________________________________________
STATE OF COLORADO)
) SS.
Notary Seal
NOTES
1. SITE PLAN FOR INFORMATIONAL PURPOSES ONLY. REFER TO CIVIL PLANS FOR DETAILED
CONSTRUCTION INFORMATION.
2. REFER TO UTILITY PLANS FOR LOCATION OF UTILITIES AND DRAINAGE FACILITIES.
3. DEVELOPER SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE
PLANS DONE BY OTHER CONSULTANTS SO THAT THE PROPOSED GRADING, STORM
DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE
INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS.
4. SIGNAGE TO COMPLY WITH CITY OF FORT COLLINS SIGN CODE.
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
WOODWARD, INC.
1000 EAST DRAKE ROAD
FORT COLLINS, CO 80525
PHONE:970-482-5811
PROJECT NO: 1122080A LOG OF BORING B-23 MAY 2013
SHEET 2 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 7.0'
FINISH DATE
SURFACE ELEV
A-LIMITS SWELL
5/13/2013 AFTER DRILLING N/A
N/A 24 HOUR N/A
FORT COLLINS, COLORADO
PROJECT NO: 1122080A LOG OF BORING B-23 MAY 2013
SHEET 1 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 7.0'
FINISH DATE 5/13/2013 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
PROJECT NO: 1122080A LOG OF BORING B-22 MAY 2013
SHEET 2 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 6.5'
FINISH DATE
SURFACE ELEV
A-LIMITS SWELL
5/13/2013 AFTER DRILLING N/A
N/A 24 HOUR N/A
FORT COLLINS, COLORADO
PROJECT NO: 1122080A LOG OF BORING B-22 MAY 2013
SHEET 1 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 6.5'
FINISH DATE 5/13/2013 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
PROJECT NO: 1122080A LOG OF BORING B-21 MAY 2013
SHEET 2 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 6.0'
FINISH DATE
SURFACE ELEV
A-LIMITS SWELL
5/13/2013 AFTER DRILLING N/A
N/A 24 HOUR N/A
FORT COLLINS, COLORADO
PROJECT NO: 1122080A LOG OF BORING B-21 MAY 2013
SHEET 1 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 6.0'
FINISH DATE 5/13/2013 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
PROJECT NO: 1122080A LOG OF BORING B-20 MAY 2013
SHEET 2 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 7.5'
FINISH DATE
SURFACE ELEV
A-LIMITS SWELL
5/13/2013 AFTER DRILLING N/A
N/A 24 HOUR N/A
FORT COLLINS, COLORADO
PROJECT NO: 1122080A LOG OF BORING B-20 MAY 2013
SHEET 1 OF 2 WATER DEPTH
START DATE 5/13/2013 WHILE DRILLING 7.5'
FINISH DATE 5/13/2013 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
LEMAY/LINCOLN CAMPUS
FORT COLLINS, COLORADO
LOG OF BORING/PIEZOMETER B-13 SHEET 1 OF 1
PZ DETAILS
SAMPLE TYPE
START DATE 10/19/2012
FINISH DATE 10/19/2012 WHILE DRILLING 7.0'
GROUND SURFACE ELEV Not Reported 10/19/2012 N/A
SOIL DESCRIPTION
TOP OF CASING ELEV. 10/22/2012 8.3'
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-11
SHEET 2 OF 2 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 5.5'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-11
SHEET 1 OF 1 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 5.5'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
LOG OF BORING/PIEZOMETER B-10 SHEET 1 OF 1
PZ DETAILS
SAMPLE TYPE
START DATE 10/19/2012
SOIL DESCRIPTION
WHILE DRILLING 8.0'
GROUND SURFACE ELEV Not Reported
10/19/2012
10/19/2012 N/A
FINISH DATE
TOP OF CASING ELEV. 10/22/2012 5.6'
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-8
SHEET 1 OF 1 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 4.0'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-7
SHEET 1 OF 1 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7.0'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-6
SHEET 2 OF 2 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7.5'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-6
SHEET 1 OF 1 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7.5'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-5
SHEET 2 OF 2 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7'
FINISH DATE 10/19/2012 AFTER DRILLING 5'
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-5
SHEET 1 OF 2 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7'
FINISH DATE 10/19/2012 AFTER DRILLING 5'
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
FORT COLLINS, COLORADO
LOG OF BORING/PIEZOMETER B-4 SHEET 1 OF 1
PZ DETAILS
SAMPLE TYPE
START DATE 10/19/2012
FINISH DATE 10/19/2012
7.9'
SOIL DESCRIPTION
WHILE DRILLING 6.5'
GROUND SURFACE ELEV Not Reported AFTER DRILLING N/A
TOP OF CASING ELEV. 10/22/2012
PZ DETAILS
SAMPLE TYPE
START DATE 10/19/2012
FINISH DATE 10/19/2012 WHILE DRILLING 7.5'
GROUND SURFACE ELEV Not Reported 10/19/2012 5.9'
TOP OF CASING ELEV. 10/22/2012 6.2'
SOIL DESCRIPTION
SS
SS
LEMAY/LINCOLN CAMPUS
FORT COLLINS, COLORADO
LOG OF BORING/PIEZOMETER B-3
SS
FORT COLLINS, COLORADO
PROJECT NO: 1122080 OCTOBER 2012
LOG OF BORING B-2
SHEET 1 OF 1 WATER DEPTH
START DATE 10/19/2012 WHILE DRILLING 7'
FINISH DATE 10/19/2012 AFTER DRILLING N/A
SURFACE ELEV N/A 24 HOUR N/A
A-LIMITS SWELL
Limestone and Dolomite:
Hard Difficult to scratch with knife.
Moderately Can be scratched easily with knife.
Hard Cannot be scratched with fingernail.
Soft Can be scratched with fingernail.
Shale, Siltstone and Claystone:
Hard Can be scratched easily with knife, cannot be
scratched with fingernail.
Moderately Can be scratched with fingernail.
Hard
Soft Can be easily dented but not molded with
fingers.
Sandstone and Conglomerate:
Well Capable of scratching a knife blade.
Cemented
Cemented Can be scratched with knife.
Poorly Can be broken apart easily with fingers.
Cemented