W912PP24B0008_TDRIPRAP_AMD0005.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

PROJECT: RIP RAP PLACEMENT AT TRINIDAD DAM, LAS ANIMAS, CO

1.This is Amendment No. 0005 to Solicitation No. W912PP24B0008. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

J

W912PP24B0008

1 2

01/08/2024

20-Nov-2023

W912PP24B0008

AMENDMENT No. 0005

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00 50 00, Wage Rates Pages 42-48a of 90

00 50 00, Wage Rates Pages 42-48a of 90

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

C-102 C-102

C-103 C-103

C-104 C-104

C-106 C-106

////////LAST ITEM////////

"General Decision Number: CO20240003 01/05/2024

Superseded General Decision Number: CO20230003

State: Colorado

Construction Type: Heavy

Counties: Alamosa, Archuleta, Baca, Bent, Chaffee, Cheyenne, Clear Creek, Conejos, Costilla, Crowley, Custer, Delta, Dolores, Eagle, Elbert, Fremont, Garfield, Gilpin, Grand, Gunnison, Hinsdale, Huerfano, Jackson, Kiowa, Kit Carson, La Plata, Lake, Las Animas, Lincoln, Logan, Mineral, Moffat, Montezuma, Montrose, Morgan, Otero, Ouray, Park, Phillips, Pitkin, Prowers, Rio Blanco, Rio Grande, Routt, Saguache, San Juan, San Miguel, Sedgwick, Summit, Teller, Washington and Yuma Counties in Colorado.

HEAVY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,|

| | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024

ELEC0012-006 09/01/2023

ALAMOSA, ARCHULETA, BACA, BENT, CHAFFEE, CONEJOS, COSTILLA,

CROWLEY, CUSTER, FREMONT, HUERFANO, KIOWA, LAS ANIMAS, MINERAL,

OTERO, PROWERS, PUEBLO, RIO GRANDE, SAGUACHE COUNTIES

Rates Fringes

Electricians:....................$ 31.90 14.96

ELEC0068-011 06/01/2023

CLEAR CREEK, EAGLE, GILPIN, GRAND, JACKSON, LAKE, LOGAN,

MORGAN, PHILLIPS, SEDGWICK, SUMMIT, WASHINGTON AND YUMA COUNTIES

Rates Fringes

ELECTRICIAN......................$ 43.20 18.38

ELEC0111-002 09/01/2023

Rates Fringes

Line Construction:

Groundmen...................$ 24.61 21.25%+7.40 Line Equipment Operator.....$ 39.77 21.25%+7.40 Lineman and Welder..........$ 55.22 24.25%+7.40

ELEC0111-008 06/01/2019

DOLORES, GARFIELD, GUNNISON, HINSDALE, LA PLATA, MOFFAT,

MONTEZUMA, RIO BLANCO, AND ROUTT COUNTIES

Rates Fringes

ELECTRICIAN......................$ 25.20 10.06

ELEC0111-010 01/01/2019

OURAY, PITKIN, SAN JUAN AND SAN MIGUEL COUNTIES

Rates Fringes

ELECTRICIAN......................$ 30.80 10.92

ELEC0111-014 06/01/2019

DELTA AND MONTROSE COUNTIES

Rates Fringes

ELECTRICIAN......................$ 25.20 10.06

ELEC0113-004 06/01/2023

CHEYENNE, ELBERT, KIT CARSON, LINCOLN, PARK AND TELLER COUNTIES

Rates Fringes

ELECTRICIAN......................$ 35.70 17.52

ENGI0009-004 05/01/2023

Rates Fringes

Power equipment operators:

Mechanic....................$ 34.58 14.25 Motor Grader: Blade-finish..$ 34.58 14.25 Motor Grader: Blade-rough...$ 34.05 14.25 Roller: self-propelled, all types over 5 tons.......$ 34.05 14.25 Roller: self-propelled, rubber tires under 5 tons...$ 33.62 14.25 Trackhoe....................$ 34.21 14.25

PLUM0003-003 06/01/2023

CLEAR CREEK, GILPIN, GRAND, JACKSON, LAKE, LOGAN, MORGAN,

PHILLIPS, SEDGWICK, SUMMIT, WASHINGTON, AND YUMA. PARTS OF

ELBERT, EAGLE, KIT CARSON, LINCOLN, AND PARK COUNTIES

Rates Fringes

PLUMBER..........................$ 48.23 19.77

PLUM0058-010 07/01/2023

ALAMOSA, BACA, BENT, CHAFFEE, CHEYENNE, CONEJOS, COSTILLA,

CROWLEY, CUSTER, ELBERT (Southern portion including towns of Elbert, Matherson and Simla), FREMONT, HUERFANO, KIOWA, KIT CARSON (Including towns of Dfalgler, Siebert, Vona, Stratton and Bethune), LAS ANIMAS, LINCOLN (Including towns of Geona and Arriba in the southern portion of the county), MINERAL, OTERO, PARK (Including towns of Fauplay, Hartsel and Lake George), PROWERS, PUEBLO, RIO GRANDE, AND SAGUACHE COUNTIES

Rates Fringes

PLUMBER..........................$ 43.90 16.83

PLUM0058-012 07/01/2023

TELLER COUNTY

Rates Fringes

PLUMBER

Includes HVAC Work..........$ 43.90 16.83

PLUM0145-004 07/01/2023

ARCHULETA, DELTA, DOLORES, EAGLE (Eagle County is divided from where Pitkin and Lake Counties join on the north, and in a straight line to and including the town of Edwards and northerly to the south east corner of Routt County), GARFIELD, GUNNISON, HINSDALE, LA PLATA, MOFFAT, MONTEZUMA, MONTROSE, OURAY, PITKIN, RIO BLANCO, ROUTT, SAN JUAN AND SAN MIGUEL

COUNTIES

Rates Fringes

PLUMBER..........................$ 37.57 14.93

SUCO2001-005 12/20/2001

Rates Fringes

Carpenters:

Form Building and Setting...$ 16.16 ** .82 All Other Work..............$ 15.72 **

Cement Mason/Concrete Finisher...$ 14.76 ** 2.28

Laborer, common..................$ 11.11 ** 3.80

PIPEFITTER.......................$ 18.13 1.84

Power equipment operators:

Backhoe.....................$ 15.93 ** 3.58 Bobcat/Skid Loader..........$ 20.22 4.41 Bulldozer...................$ 15.08 ** 4.44 Excavator...................$ 15.39 **

Front End Loader............$ 15.86 ** 3.59

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an

Page 48a of 90 interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

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RIPRAP REPLACEMENT

LOCATION TYP \

BASE BID

RIPRAP INSTALLED

WITH CONTRACT NO:

W912PP-18-0035

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NOTES

1. SEE SHEET C-101 FOR LOCATION OF EXISTING

BENCHMARKS.

2. AT TIME OF CONSTRUCTION THE LAKE LEVEL MAY

BE DIFFERENT THAN SHOWN IN THE BACKGROUND

IMAGE OF THE DRAWINGS. LAKE LEVEL ESTIMATED TO

' BE 6192± {NAVD88) AT TIME OF PHOTO. RIPRAP SHALL

BE PLACED, RELATIVE TO LAKE WATER LEVEL, IN

ACCORDANCE WITH SECTION J12 ON SHEET C-501.

THE OVERALL LENGTH OF RIPRAP PLACEMENT IS

DEPENDENT ON LAKE LEVEL, INCREASING AS LAKE

LEVEL RISES. THE RIPRAP PLACEMENT QUANTITY

WILL BE REVISED, IF REQUIRED, BASED ON WATER

LE 1,ioe-vE::-BC����:-'q�lf<t:---

3. WITHIN THE AREAS DESIGNATED ON THE DRAWINGS

FOR RIPRAP REPLACEMENT, A NEW LAYER OF RIPRAP

SHALL BE PLACED OVER THE EXISTING EMBANKMENT

RIPRAP. RIPRAP SHALL BE PLACED WITH EQUIPMENT

WORKING FROM A PORTABLE BARGE FLOATING ON

THE LAKE, OR AS APPROVED BY THE COR.

.._,,a::,.,,., ALTERNATIVE PLACEMENT METHODS WILL BE ' CONSIDERED WITH THE FOLLOWING REQUIREMENTS:

THE DAM EMBANKMENT UNDERLYING THE EXISITING

RIPRAP SHALL NOT BE EXCAVATED OR RESHAPED ;

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING STABILITY OF THE WORK AREA DURING

CONSTRUCTION; THE CONTRACTOR'S PROPOSED

"� ALTERNATIVE SHALL ABE REVIEWED AND SIGNED BY A

LICENSED PROFESSIONAL ENGINEER IN THE STATE OF

COLORADO; THE FINAL RIPRAP SURFACE SHALL MEET

THE LINES AND SLOPES SPECIFIED, AND ALL />-. TEMPORARY ACCESS POINTS REMOVED. ili

4. TH O RA O HA P VI TE ORARY

IMPROVEMENTS TO THE ACCESS/HAUL ROUTE AS

REQUIRED TO ENABLE HAULING OF EQUIPMENT AND

MATERIALS TO THE PROJECT SITE. IMPROVEMENTS

INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY

CULVERTS, ROAD GRADING AND STABILIZATION, ETC.

ALL P RY R,.--.-...:ME.,,.---.., S L B EM ED

..A-1-.tr-RO CT C PL ION .

5. UNLESS AN ALTERNATIVE PLACEMENT METHOD IS

APPROVED, THE CONTRACTOR SHALL

CONSTRUCT/INSTALL TEMPORARY FACILITIES AS

REQUIRED TO LAUNCH PORTABLE BARGES AND

BARGE TENDING EQUIPMENT FROM THE SOUTH

SHORE OF THE LAKE IN THE VICINITY OF THE

DESIGNATED STAGING AREA. TEMPORARY FACILITIES

WILL ALSO BE USED TO LOAD CONSTRUCTION

EQUIPMENT AND MATERIALS ONTO THE BARGES.

LOCATION OF TEMPORARY FACILITIES WILL BE

COORDINATED WITH AND APPROVED BY THE

CONTRACTING OFFICER. ALL TEMPORARY FACILITIES

SHALL BE REMOVED AT CONSTRUCTION COMPLETION .

6. PRIOR TO PLACEMENT OF RIPRAP ON THE

EMBANKMENT OF THE DAM, THE CONTRACTOR SHALL

REMOVE ALL DEBRIS, LITTER, AND TRASH FROM

AREAS ON WHICH NEW RIPRAP WILL BE PLACED.

CONTRACTOR SHALL ALSO REMOVE ALL DEBRIS,

LITTER, AND TRASH FROM THE UPPER AREA ALONG

THE FULL LENGTH OF THE EXISTING RIPRAP LAYER

INSTALLED WITH CONTRACT NO. W912PP-18-C-0035 AS

SHOWN ON SHEET C-501. WOODY DEBRIS SHALL BE

PLACED IN THE DESIGNATED STOCKPILE AREA AND

LEFT FOR USE BY THE PUBLIC UNTIL PROJECT

COMPLETION WHEN IT SHALL BE DISPOSED OF AS

APPROVED BY THE COR. LITTER AND TRASH,

IMMEDIATELY AFTER COLLECTION, SHALL BE

DISPOSED OF AT A COMMERCIAL WASTE DISPOSAL

SITE APPROVED BY THE CONTRACTING OFFICER.

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LEGEND

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SCALE: 1"=50' 0' 25' 50' 100'B1

NORTH

SITE PLAN A

W912PP-18-C-0035

CONTRACT NO:

INSTALLED WITH

EXISTING RIPRAP

J1

C -5

BASE BID

BID OPTION 1

BID OPTION 2

BID OPTION 3

NEW RIPRAP OVERLAY - BID OPTION 3

NEW RIPRAP OVERLAY - BID OPTION 2

NEW RIPRAP OVERLAY - BID OPTION 1

NEW RIPRAP OVERLAY - BASE BID

EXIST. MINOR CONTOUR

EXIST. MAJOR CONTOUR

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SITE APPROVED BY THE CONTRACTING OFFICER.

DISPOSED OF AT A COMMERCIAL WASTE DISPOSAL

IMMEDIATELY AFTER COLLECTION, SHALL BE

APPROVED BY THE COR. LITTER AND TRASH,

COMPLETION, WHEN IT SHALL BE DISPOSED OF AS

AND LEFT FOR USE BY THE PUBLIC UNTIL PROJECT

BE PLACED IN THE DESIGNATED STOCKPILE AREA

REGARDLESS OF DIAMETER. WOODY DEBRIS SHALL

AND ALL LARGE CLUSTERS OF WOODY DEBRIS

DEBRIS THAT IS ONE INCH IN DIAMETER AND LARGER

SHOWN ON SHEET C-501. REMOVE ALL WOODY

INSTALLED WITH CONTRACT NO. W192PP-18-C-0035 AS

THE FULL LENGTH OF THE EXISTING RIPRAP LAYER

LITTER, AND TRASH FROM THE UPPER AREA ALONG

CONTRACTOR SHALL ALSO REMOVE ALL DEBRIS,

AREAS ON WHICH NEW RIPRAP WILL BE PLACED.

REMOVE ALL DEBRIS, LITTER, AND TRASH FROM

EMBANKMENT OF THE DAM THE CONTRACTOR SHALL

4. PRIOR TO PLACEMENT OF RIPRAP ON THE

REMOVED.

SPECIFIED, AND ALL TEMPORARY ACCESS POINTS

SURFACE MUST MEET THE LINES AND SLOPES

THE STATE OF COLORADO; THE FINAL RIPRAP

SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN

PROPOSED ALTERNATIVE MUST BE REVIEWED AND

DURING CONSTRUCT ON; THE CONTRACTOR'S

MAINTAINING THE STABILITY OF THE WORK AREA

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

RIPRAP SHALL NOT BE EXCAVATED OR RESHAPED;

THE DAM EMBANKMENT UNDERLYING THE EXISTING

CONSIDERED WITH THE FOLLOWING REQUIREMENTS:

ALTERNATIVE PLACEMENT METHODS WILL BE

THE LAKE, OR AS APPROVED BY THE COR.

WORKING FROM A PORTABLE BARGE FLOATING ON

DETAILS. RIPRAP SHALL BE PLACED WITH EQUIPMENT

EMBANKMENT RIPRAP. SEE SHEET C-501 FOR

OF RIPRAP SHALL BE PLACED OVER THE EXISTING

DRAWINGS FOR RIPRAP REPLACEMENT, A NEW LAYER

3. WITHIN THE AREAS DESIGNATED ON THE

LEVEL AT TIME OF CONSTRUCTION.

WILL BE REVISED, IF REQUIRED, BASED ON WATER

LEVEL RISES. THE RIPRAP PLACEMENT QUANTITY

DEPENDENT ON LAKE LEVEL, INCREASING AS LAKE

THE OVERALL LENGTH OF RIPRAP PLACEMENT IS

IN ACCORDANCE WITH SECTION J12 ON SHEET C-501.

SHALL BE PLACED, RELATIVE TO LAKE WATER LEVEL,

IMAGE OF THE DRAWINGS. LAKE LEVEL ESTIMATED

BE DIFFERENT THAN SHOWN IN THE BACKGROUND

2. AT TIME OF CONSTRUCTION THE LAKE LEVEL MAY

BENCHMARKS.

1. SEE SHEET C-101 FOR LOCATION OF EXISTING

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A N

S I

D

W P

P -2

-B -0

W P

P -2

-C -0

X

X

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

J

E F F

E R

S O

N P

L A

Z A N

E A

L B

U Q

U E

R Q

U E D

IS

T R

IC

T U

P S

T R

E A

M E

M B

A N

K M

E N

T R

IP

R A

P R

E P

L A

C E

M E

N T P

H A

S E I I

T R

IN

ID

A D L

A

IN

ID

A D

C O

L O

R A

D O

US Army Corps of Engineers

R T

A

O C

T O

B E

R

55 62

MATCH LINE -

MATCH LINE - SHEET C-105

SHEET C-103

LEGEND

NOTES

STAGING AREA

C O

U N T Y R

D 18.3

T R

IN

ID

A D D

A M

TRIN

IDAD

LAKE

INTAKE CONTROL TOWER

CONTINUOUS UNDER BRIDGE

RIPRAP PLACEMENT TO BE

ELEV. BOTTOM OF

SERVICE BRIDGE -

C-104

S

IT

E P

L A

N B

R

D O

U R

T E

N T

A Y

L O

R

B

Q U

IR

IC

I

R

D O

U R

T E

SCALE: 1"=50' 0' 25' 50' 100'B1

NORTH

SITE PLAN B

W912PP-18-C-0035

CONTRACT NO:

INSTALLED WITH

EXISTING RIPRAP

J1

C -5

BASE BID

BID OPTION 1

BID OPTION 2

BID OPTION 3

BASE BID

BID OPTION 1

BID OPTION 2

BID OPTION 3

NEW RIPRAP OVERLAY - BID OPTION 3

NEW RIPRAP OVERLAY - BID OPTION 2

NEW RIPRAP OVERLAY - BID OPTION 1

NEW RIPRAP OVERLAY - BASE BID

EXIST. MINOR CONTOUR

EXIST. MAJOR CONTOUR

J

A N

E D

IT

E D N

O T

E A

M N

D

SITE APPROVED BY THE CONTRACTING OFFICER.

DISPOSED OF AT A COMMERCIAL WASTE DISPOSAL

IMMEDIATELY AFTER COLLECTION, SHALL BE

APPROVED BY THE COR. LITTER AND TRASH,

COMPLETION, WHEN IT SHALL BE DISPOSED OF AS

AND LEFT FOR USE BY THE PUBLIC UNTIL PROJECT

BE PLACED IN THE DESIGNATED STOCKPILE AREA

REGARDLESS OF DIAMETER. WOODY DEBRIS SHALL

AND ALL LARGE CLUSTERS OF WOODY DEBRIS

DEBRIS THAT IS ONE INCH IN DIAMETER AND LARGER

SHOWN ON SHEET C-501. REMOVE ALL WOODY

INSTALLED WITH CONTRACT NO. W192PP-18-C-0035 AS

THE FULL LENGTH OF THE EXISTING RIPRAP LAYER

LITTER, AND TRASH FROM THE UPPER AREA ALONG

CONTRACTOR SHALL ALSO REMOVE ALL DEBRIS,

AREAS ON WHICH NEW RIPRAP WILL BE PLACED.

REMOVE ALL DEBRIS, LITTER, AND TRASH FROM

EMBANKMENT OF THE DAM THE CONTRACTOR SHALL

4. PRIOR TO PLACEMENT OF RIPRAP ON THE

REMOVED.

SPECIFIED, AND ALL TEMPORARY ACCESS POINTS

SURFACE MUST MEET THE LINES AND SLOPES

THE STATE OF COLORADO; THE FINAL RIPRAP

SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN

PROPOSED ALTERNATIVE MUST BE REVIEWED AND

DURING CONSTRUCT ON; THE CONTRACTOR'S

MAINTAINING THE STABILITY OF THE WORK AREA

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

RIPRAP SHALL NOT BE EXCAVATED OR RESHAPED;

THE DAM EMBANKMENT UNDERLYING THE EXISTING

CONSIDERED WITH THE FOLLOWING REQUIREMENTS:

ALTERNATIVE PLACEMENT METHODS WILL BE

THE LAKE, OR AS APPROVED BY THE COR.

WORKING FROM A PORTABLE BARGE FLOATING ON

DETAILS. RIPRAP SHALL BE PLACED WITH EQUIPMENT

EMBANKMENT RIPRAP. SEE SHEET C-501 FOR

OF RIPRAP SHALL BE PLACED OVER THE EXISTING

DRAWINGS FOR RIPRAP REPLACEMENT, A NEW LAYER

3. WITHIN THE AREAS DESIGNATED ON THE

LEVEL AT TIME OF CONSTRUCTION.

WILL BE REVISED, IF REQUIRED, BASED ON WATER

LEVEL RISES. THE RIPRAP PLACEMENT QUANTITY

DEPENDENT ON LAKE LEVEL, INCREASING AS LAKE

THE OVERALL LENGTH OF RIPRAP PLACEMENT IS

IN ACCORDANCE WITH SECTION J12 ON SHEET C-501.

SHALL BE PLACED, RELATIVE TO LAKE WATER LEVEL,

IMAGE OF THE DRAWINGS. LAKE LEVEL ESTIMATED

BE DIFFERENT THAN SHOWN IN THE BACKGROUND

2. AT TIME OF CONSTRUCTION THE LAKE LEVEL MAY

BENCHMARKS.

1. SEE SHEET C-101 FOR LOCATION OF EXISTING

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A N

S I

D

W P

P -2

-B -0

W P

P -2

-C -0

X

X

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

J

E F F

E R

S O

N P

L A

Z A N

E A

L B

U Q

U E

R Q

U E D

IS

T R

IC

T U

P S

T R

E A

M E

M B

A N

K M

E N

T R

IP

R A

P R

E P

L A

C E

M E

N T P

H A

S E I I

T R

IN

ID

A D L

A

IN

ID

A D

C O

L O

R A

D O

US Army Corps of Engineers

R T

A

O C

T O

B E

R

SCALE: 1"=50' 0' 25' 50' 100'

LEGEND

NOTES

C O

U N

T Y R

D

.3

SOUTH SHORE ENTRANCE

TRINIDAD LAKE STATE PARK

TO PROJECT SITE

STATE PAR

K R

O

AD

S

TA

TE

P

A R

K

R

O A D

RIGHT EM

ERGENCY SPILLW

AY

TRINIDAD DAM

C-106

W O

O D D

E B

R

IS

S

T O

C K

P

IL

E A

R E

A

(TO BE INSTALLED BY CONTRACTOR)

ORANGE TRAFFIC BARREL

EXIST. MINOR CONTOUR

EXIST. MAJOR CONTOUR

RIGHT EM

ERGENCY SPILLW

AY

TRINIDAD DAM

COUNTY RD 18.3

(3 SIDES) AT 20' MAX. SPACING

BARRELS AROUND STOCKPILE

PLACE ORANGE TRAFFIC

R

D O

U R

T E

N T

A Y

L O

R

B

Q U

IR

IC

I

R

D O

U R

T E

EXISTING EARTH BERM

WOOD DEBRIS STOCKPILE AREA

B1

NORTH

50'

' 100'

S

TO

C K P

ILE

A

R E A

W O

O D D

E B R

IS

BE PLACED IN THE STOCKPILE AREA.

REMOVED FROM THE DAM FACE WORK AREA SHALL

RUBBISH, TRASH, OR NON WOOD MATERIAL)

REMAINING MATERIAL. ONLY WOOD DEBRIS (NO

TRUCK LOAD WILL BE REQUIRED TO DISPOSE OF THE

BIDDING PURPOSES, ASSUME THAT ONE LARGE DUMP

MATERIAL NOT REMOVED BY THE PUBLIC. FOR

APPROVED COMMERCIAL LANDFILL, ANY REMAINING

CONTRACTOR SHALL REMOVE, AND DISPOSE OF IN AN

FIREWOOD. AT THE END OF THE PROJECT THE

CONSTRUCTION PERIOD TO REMOVE MATERIAL FOR

ACCESS TO THE STOCKPILE THROUGHOUT THE

ON THIS SHEET. THE PUBLIC WILL BE ALLOWED

LIMITS OF THE DESIGNATED STOCKPILE AREA SHOWN

REMOVED FROM THE FACE OF THE DAM WITHIN THE

1. THE CONTRACTOR SHALL PLACE WOOD DEBRIS

1 1

E

D

IT

E D N

O T

E A

M N

D

J A

N