A002.pdf

aaron.sanford Typewritten Text

NOTICE TO BIDDERS

A-i

NOTE TO LARGE BUSINESSES:

Due to the compressed schedule for award of this project following the bid opening, large businesses are required to submit their completed small business subcontracting plan with their bid. Failure to submit a subcontracting plan may deem your bid non-responsive.

A sample of a subcontracting plan is included as Appendix A in this solicitation.

• Prior to development of this subcontracting plan, please read FAR Clause 52.219-

9 – Small Business Subcontracting Plan (APR 2008).

• It is the Prime Contractor’s responsibility to ensure that all small business concerns included in this subcontracting plan are eligible. The System for Award Management (SAM) is the only source for certification of Small Disadvantaged Business and HUBZone Small Business concerns.

• Prime Contractors are encouraged to post sources sought notices for subcontracting opportunities on http://web.sba.gov/subnet/ Small businesses can review this web site to identify opportunities in their areas of expertise. The use of SUB-Net fulfills the requirements set forth in Federal Acquisition Regulation (FAR) 5.206, Notice of Subcontracting Opportunities, for contractors and subcontractors to post notices and thereby increase competition for subcontracts.

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Item 8). Please submit the following with your bid:

Submit the following documents with your Bid Package–

• SF-1442, Solicitation, Offer & Award, Pages A-1 and A-2.

• Bid Schedule including Buy America Act & Hazardous Materials, Pages A-6 through A-30.

• Bid Guarantee (see FAR Clause 52.228-1), Pages B-1 and B-2. Bid bonds must be originals with original signatures and corporate seals. Photocopies and Faxed copies are NOT acceptable and will make your bid non-responsive.

• Completed VETS 100, Page A-ii; Bidder’s Qualifications, Pages B-3 through B-6; Annual Representations and Certifications (FAR 52.204-8), Pages B-7 through B-12 and Certification Regarding Responsibility Matters (FAR 52.209-5), Pages B-12 through B-15.

Bidders should retain all other pages for their information. Bids should be submitted in a sealed envelope and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

Amendment A002, 9/21/15 http://web.sba.gov/subnet/

A-5

Bidders must also provide a stand-alone price on the bottom of Pages A-15 (Schedule A), A-21 (Option X), A-24 (Option Y) and A-27 (Option Z) for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award. The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

Joe.Wilson

A - 6

Contract Quantity Pay Items

20301-0400 REMOVAL OF BRIDGE

20302-0150 REMOVAL OF BRIDGE RAILING

20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

20303-0200 REMOVAL OF BRIDGE DECK (FULL DEPTH)

20801-0000 STRUCTURE EXCAVATION

20803-0000 STRUCTURAL BACKFILL

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-2000 REINFORCING STEEL, EPOXY COATED

55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

55601-0500 BRIDGE RAILING, CONCRETE

56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION

63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

2.400 MILE $____________ $____________

A1020 15210-3000 CENTERLINE, VERIFICATION AND STAKING

11.750 MILE $____________ $____________

A1030 15214-1000 SURVEY AND STAKING, BRIDGE

ALL LPSM $___LPSM_____ $____________

A1040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

18 EACH $____________ $____________

A1050 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

4.790 MILE $____________ $____________

A1060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

A - 7

A1090 15705-0100 SOIL EROSION CONTROL, SILT FENCE

11,000 LNFT $____________ $____________

A1100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

7,900 LNFT $____________ $____________

A1110 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

50 EACH $____________ $____________

A1120 15706-0200 SOIL EROSION CONTROL, CHECK DAM (GRAVEL BAG)

6 EACH $____________ $____________

A1130 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

A1140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

(TURNAROUND)

15 EACH $____________ $____________

A1150 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1160 20101-0000 CLEARING AND GRUBBING

30.0 ACRE $____________ $____________

A1170 20301-0100 REMOVAL OF BOLLARD

49 EACH $____________ $____________

A1180 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A1190 20301-2000 REMOVAL OF PIPE END SECTION

2 EACH $____________ $____________

A1200 20301-2400 REMOVAL OF SIGN

48 EACH $____________ $____________

A1210 20302-0150 REMOVAL OF BRIDGE RAILING

205 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 8

A1220 20302-0500 REMOVAL OF CURB, CONCRETE

115 LNFT $____________ $____________

A1230 20302-1000 REMOVAL OF FENCE, RAIL

500 LNFT $____________ $____________

A1240 20302-1200 REMOVAL OF GUARDRAIL

7,810 LNFT $____________ $____________

A1250 20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

230 LNFT $____________ $____________

A1260 20303-0200 REMOVAL OF BRIDGE DECK (FULL DEPTH)

90 SQYD $____________ $____________

A1270 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,700 SQYD $____________ $____________

A1280 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

230 SQYD $____________ $____________

A1290 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A1300 20401-0000 ROADWAY EXCAVATION

10,200 CUYD $____________ $____________

A1310 20425-1000 DITCH, EXCAVATION

220 LNFT $____________ $____________

A1320 20435-1000 BACKFILL, SELECT GRANULAR

2,930 CUYD $____________ $____________

A1330 20801-0000 STRUCTURE EXCAVATION

450 CUYD $____________ $____________

A1340 20803-0000 STRUCTURAL BACKFILL

450 CUYD $____________ $____________

A1350 21101-2000 ROADWAY OBLITERATION, METHOD 2

2,270 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 9

A1360 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

45 CUYD $____________ $____________

A1370 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

55 CUYD $____________ $____________

A1380 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

365 CUYD $____________ $____________

A1390 30202-2000 ROADWAY AGGREGATE, METHOD 2

31,070 TON $____________ $____________

A1400 30302-1000 DITCH RECONDITIONING

1,050 LNFT $____________ $____________

A1410 30402-5100 FULL DEPTH RECLAMATION, METHOD 2, 3-INCH DEPTH

5,030 SQYD $____________ $____________

A1420 30402-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH

30,000 SQYD $____________ $____________

A1430 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

56,000 SQYD $____________ $____________

A1440 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

16,200 TON $____________ $____________

A1460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

160 TON $____________ $____________

A1480 40601-0000 FOG SEAL

26 TON $____________ $____________

A1490 41102-1000 PRIME COAT, METHOD 1

59,550 SQYD $____________ $____________

A1500 41105-0000 BLOTTER

55 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 10

A1510 41201-0000 TACK COAT

26 TON $____________ $____________

A1520 50101-2500 MINOR CONCRETE PAVEMENT, PLAIN, 5-INCH DEPTH

52,200 SQYD $____________ $____________

A1530 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

105 CUYD $____________ $____________

A1540 55401-2000 REINFORCING STEEL, EPOXY COATED

12,410 LB $____________ $____________

A1550 55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1560 55504-0000 PRE-FABRICATED STEEL BRIDGE (120 FT PEDESTRIAN BRIDGE)

ALL LPSM $___LPSM_____ $____________

A1570 55601-0500 BRIDGE RAILING, CONCRETE

230 LNFT $____________ $____________

A1580 56001-0000 REMOVAL OF CONCRETE BY HYDRODEMOLITION

35 SQYD $____________ $____________

A1590 60101-0000 CONCRETE (ISLAND)

64 CUYD $____________ $____________

A1600 60201-0400 12-INCH PIPE CULVERT

50 LNFT $____________ $____________

A1610 60201-0600 18-INCH PIPE CULVERT

240 LNFT $____________ $____________

A1620 60201-0800 24-INCH PIPE CULVERT

65 LNFT $____________ $____________

A1630 60201-1000 36-INCH PIPE CULVERT

8 LNFT $____________ $____________

A1640 60201-1200 48-INCH PIPE CULVERT

8 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 11

A1650 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

4 EACH $____________ $____________

A1660 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

16 EACH $____________ $____________

A1670 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

4 EACH $____________ $____________

A1680 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A1690 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A1700 60404-1000 CATCH BASIN, FLH TYPE 1

2 EACH $____________ $____________

A1710 60412-2000 REMOVE AND RESET MANHOLE FRAME AND COVER

3 EACH $____________ $____________

A1720 60704-0000 CLEANING CULVERT IN PLACE

4 EACH $____________ $____________

A1730 60901-8000 CURB, TIMBER

150 LNFT $____________ $____________

A1740 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (24" CATCH PAN)

4,810 LNFT $____________ $____________

A1750 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (12" SPILL PAN)

135 LNFT $____________ $____________

A1760 60920-0000 RESET WHEELSTOP

22 EACH $____________ $____________

A1770 61108-1000 ADJUST WATER VALVE

2 EACH $____________ $____________

A1780 61503-5000 MEDIAN, STONE (12" DEPTH)

240 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 12

A1790 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

6,000 LNFT $____________ $____________

A1800 61702-0600 TERMINAL SECTION, TYPE FLARED

26 EACH $____________ $____________

A1810 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

43 LNFT $____________ $____________

A1820 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G ANCHORED)

43 LNFT $____________ $____________

A1830 61904-0000 BOLLARD POST (REMOVABLE)

32 EACH $____________ $____________

A1840 61904-0000 BOLLARD POST

64 EACH $____________ $____________

A1850 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1860 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1870 62201-2050 ROLLER

60 HOUR $____________ $____________

A1880 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

60 HOUR $____________ $____________

A1890 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

40 HOUR $____________ $____________

A1900 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

A1910 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 13

A1920 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1930 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

98,900 SQYD $____________ $____________

A1940 62510-2000 SEEDING, HYDRAULIC METHOD

20.0 ACRE $____________ $____________

A1950 62515-2000 MULCHING, HYDRAULIC METHOD

20.0 ACRE $____________ $____________

A1960 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C

8,500 SQYD $____________ $____________

A1970 63301-0000 SIGN SYSTEM

85 EACH $____________ $____________

A1980 63309-0100 DELINEATOR, TYPE 1

270 EACH $____________ $____________

A1990 63313-0000 RUMBLE STRIP

1,850 LNFT $____________ $____________

A2000 63313-1000 RUMBLE STRIP, SHOULDER

3,030 LNFT $____________ $____________

A2010 63316-1000 REMOVE AND RESET SIGN

23 EACH $____________ $____________

A2020 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

68,950 LNFT $____________ $____________

A2030 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

1,960 LNFT $____________ $____________

A2040 63403-0400 PAVEMENT MARKINGS, TYPE D

1,600 SQFT $____________ $____________

A2050 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 14

A2060 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

14 EACH $____________ $____________

A2070 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A2080 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A2090 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

150 EACH $____________ $____________

A2100 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A2110 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

2 EACH $____________ $____________

A2120 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

A2130 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

2 EACH $____________ $____________

A2140 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A2150 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER (STRUCTURE

MOUNTED)

200 LNFT $____________ $____________

A2160 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

250 LNFT $____________ $____________

A2170 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

67,500 LNFT $____________ $____________

A2180 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

650.0 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

A - 15

A2190 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200 HOUR $____________ $____________

A2200 63610-2300 CONDUIT, 3-INCH, RIGID GALVANIZED STEEL

230 LNFT $____________ $____________

A2210 63621-2000 UTILITY BOX, TELEPHONE PULLBOX

2 EACH $____________ $____________

A2220 64604-3000 FIXTURE, PEDESTRIAN RAILING

670 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

Joe.Wilson Typewritten Text

A1070 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

A - 16

Contract Quantity Pay Items

20302-2500 REMOVAL OF HANDRAIL (STEEL GUARDRAIL)

20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-2000 REINFORCING STEEL, EPOXY COATED

61901-1300 FENCE, CHAIN LINK

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

X1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X1010 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.160 MILE $____________ $____________

X1020 15210-3000 CENTERLINE, VERIFICATION AND STAKING

1.250 MILE $____________ $____________

X1030 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.310 MILE $____________ $____________

X1040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X1050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X1070 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

125 LNFT $____________ $____________

X1080 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X1090 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

X1100 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 17

X1110 20301-2400 REMOVAL OF SIGN

17 EACH $____________ $____________

X1120 20302-0400 REMOVAL OF CURB, ASPHALT

510 LNFT $____________ $____________

X1130 20302-0500 REMOVAL OF CURB, CONCRETE

30 LNFT $____________ $____________

X1140 20302-1200 REMOVAL OF GUARDRAIL

570 LNFT $____________ $____________

X1150 20302-2500 REMOVAL OF HANDRAIL (STEEL GUARDRAIL)

200 LNFT $____________ $____________

X1160 20302-2500 REMOVAL OF HANDRAIL (PEDESTRIAN RAILING)

125 LNFT $____________ $____________

X1170 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

630 SQYD $____________ $____________

X1180 20401-0000 ROADWAY EXCAVATION

1,480 CUYD $____________ $____________

X1190 20402-0000 SUBEXCAVATION

1,244 CUYD $____________ $____________

X1200 21101-2000 ROADWAY OBLITERATION, METHOD 2

180 SQYD $____________ $____________

X1210 25126-0000 REMOVE AND RESET BOULDER

5 EACH $____________ $____________

X1220 30202-2000 ROADWAY AGGREGATE, METHOD 2

3,900 TON $____________ $____________

X1230 30302-1000 DITCH RECONDITIONING

200 LNFT $____________ $____________

X1240 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

17,750 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 18

X1250 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

7,150 TON $____________ $____________

X1270 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

70 TON $____________ $____________

X1290 40601-0000 FOG SEAL

11 TON $____________ $____________

X1300 41102-1000 PRIME COAT, METHOD 1

25,575 SQYD $____________ $____________

X1310 41105-0000 BLOTTER

25 TON $____________ $____________

X1320 41201-0000 TACK COAT

12 TON $____________ $____________

X1330 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

40 CUYD $____________ $____________

X1340 55401-2000 REINFORCING STEEL, EPOXY COATED

3,225 LB $____________ $____________

X1350 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X1360 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

610 LNFT $____________ $____________

X1370 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (16" SPILL PAN)

160 LNFT $____________ $____________

X1380 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (12" SPILL PAN)

170 LNFT $____________ $____________

X1390 60920-0000 RESET WHEELSTOP

7 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 19

X1400 61503-5000 MEDIAN, STONE

100 SQYD $____________ $____________

X1410 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

400 LNFT $____________ $____________

X1420 61702-0600 TERMINAL SECTION, TYPE FLARED

2 EACH $____________ $____________

X1430 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

82 LNFT $____________ $____________

X1440 61901-1300 FENCE, CHAIN LINK

250 LNFT $____________ $____________

X1450 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

15,514 SQYD $____________ $____________

X1460 62510-2000 SEEDING, HYDRAULIC METHOD

3.0 ACRE $____________ $____________

X1470 62515-2000 MULCHING, HYDRAULIC METHOD

3.0 ACRE $____________ $____________

X1480 63301-0000 SIGN SYSTEM

22 EACH $____________ $____________

X1490 63309-0100 DELINEATOR, TYPE 1

110 EACH $____________ $____________

X1500 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

X1510 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

27,200 LNFT $____________ $____________

X1520 63401-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

2,899 LNFT $____________ $____________

X1530 63403-0400 PAVEMENT MARKINGS, TYPE D

80 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 20

X1540 63405-1300 PAVEMENT MARKINGS, TYPE D, TURN ARROW

2 EACH $____________ $____________

X1550 63405-1500 PAVEMENT MARKINGS, TYPE D, "STOP" WORD MESSAGE

1 EACH $____________ $____________

X1560 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

X1570 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X1580 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

X1590 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

150 EACH $____________ $____________

X1600 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

X1610 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

2 EACH $____________ $____________

X1620 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

X1630 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

2 EACH $____________ $____________

X1640 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

30,836 LNFT $____________ $____________

X1650 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

500 SQFT $____________ $____________

X1660 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 HOUR $____________ $____________

A002 X1665 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 21

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

Joe.Wilson Typewritten Text

X1050 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

A - 22

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

Y1000 15210-3000 CENTERLINE, VERIFICATION AND STAKING

0.620 MILE $____________ $____________

Y1010 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y1030 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y1040 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y1050 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

Y1060 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

Y1070 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,350 TON $____________ $____________

Y1080 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

9,200 SQYD $____________ $____________

Y1090 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

3,660 TON $____________ $____________

Y1110 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

36 TON $____________ $____________

Y1130 40601-0000 FOG SEAL

5.0 TON $____________ $____________

Y1140 41102-1000 PRIME COAT, METHOD 1

11,650 SQYD $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 23

Y1150 41105-0000 BLOTTER

12 TON $____________ $____________

Y1160 41201-0000 TACK COAT

5.0 TON $____________ $____________

Y1170 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

Y1180 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

5,960 SQYD $____________ $____________

Y1190 62510-2000 SEEDING, HYDRAULIC METHOD

1.0 ACRE $____________ $____________

Y1200 62515-2000 MULCHING, HYDRAULIC METHOD

1.0 ACRE $____________ $____________

Y1210 63301-0000 SIGN SYSTEM

2 EACH $____________ $____________

Y1220 63309-0100 DELINEATOR, TYPE 1

34 EACH $____________ $____________

Y1230 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

Y1240 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

13,800 LNFT $____________ $____________

Y1250 63403-0400 PAVEMENT MARKINGS, TYPE D

260 SQFT $____________ $____________

Y1260 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Y1270 64620-0400 REMOVE AND RESET MAILBOX

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

A - 24

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

Joe.Wilson Typewritten Text

Joe.Wilson Typewritten Text

Y1020 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

A - 25

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

Z1000 15210-3000 CENTERLINE, VERIFICATION AND STAKING

0.950 MILE $____________ $____________

Z1010 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z1030 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z1040 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

65 LNFT $____________ $____________

Z1050 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Z1060 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

Z1070 20301-2400 REMOVAL OF SIGN

13 EACH $____________ $____________

Z1080 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,240 TON $____________ $____________

Z1090 30402-5100 FULL DEPTH RECLAMATION, METHOD 2, 3-INCH DEPTH

7,780 SQYD $____________ $____________

Z1100 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

5,960 SQYD $____________ $____________

Z1110 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL

3,500 TON $____________ $____________

Z1130 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

34.0 TON $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

A - 26

Z1150 40601-0000 FOG SEAL

6.5 TON $____________ $____________

Z1160 41102-1000 PRIME COAT, METHOD 1

15,580 SQYD $____________ $____________

Z1170 41105-0000 BLOTTER

15 TON $____________ $____________

Z1180 41201-0000 TACK COAT

7.0 TON $____________ $____________

Z1190 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

10,660 SQYD $____________ $____________

Z1200 62510-2000 SEEDING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

Z1210 62515-2000 MULCHING, HYDRAULIC METHOD

2.0 ACRE $____________ $____________

Z1220 63301-0000 SIGN SYSTEM

13 EACH $____________ $____________

Z1230 63309-0100 DELINEATOR, TYPE 1

160 EACH $____________ $____________

Z1240 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

19,800 LNFT $____________ $____________

Z1250 63403-0400 PAVEMENT MARKINGS, TYPE D

90 SQFT $____________ $____________

A002 Z1260 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A002 Z1265 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

Project No:CO FLAP 1099(1)

A - 27

Bid Schedule Schedule:Z Schedule Type:Options

Project No:CO FLAP 1099(1)

Project Name:Lake Pueblo Road & Trail Imp

Amendment A002, 9/21/15

Joe.Wilson Typewritten Text

Z1020 15401-0000 CONTRACTOR TESTING (GOVERNMENT-FURNISHED FIELD LABORATORY)

ALL LPSM $___LPSM_____ $____________

Joe.Wilson Typewritten Text

A - 28

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 6)

Schedule X - Option(A - 16)

Schedule Y - Option(A - 22)

Schedule Z - Option(A - 25)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CO FLAP 1099(1)

A-29

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subpart 25.1 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-11 Paragraph (c) & (d) and FAR Provision 52.225-12 Paragraph (b).

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]

A-30

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

• Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

CL

Prime Coat e% e%

CL

"Between Lifts"

Tack Coat

Varies Varies

1A See Detail

1A

See Detail

Prime Coat

Fog Seal

Paved Width

"Between Lifts"

Tack Coat surfacing existing

Edge of

0.5’

Existing Bench

Catch

0.5’

Existing

Base Course

2" to 6" Existing

Fog Seal

Base Course

2" to 6" Existing

A6

Juniper Road

14’ 14’ subgrade widening an additional 0.5’ outside of proposed

Remove existing shoulder material

(Rehabilitation)

Subgrade Widening

Widening

Subgrade e%

"Between Lifts"

Tack Coat

14’14’ e%

12’ Travel Way 12’ Travel Way

12’ Travel Way12’ Travel Way

1.5%

2’

(Min.)

2’

1.5%

1:

Rehabilitation

Profile Grade

Trail

8’ 2.5’

1A

See Detail

Fog Seal

Base Course

2" to 6" Existing

2.5’

CLProposed

Clearing and Construction Limits

Rehabilitation

Profile Grade

Proposed

Clearing and Construction Limits

1:1

Sta. 1625+53.1 to Sta. 1651+00.0

Sta. 1603+85.6 to Sta. 1619+20.0

Sta. 1628+25.1 to Sta. 1629+99.5

Sta. 1606+82.0 to Sta. 1610+30.7

Detached Trail

1.0’ - 4.9’

Varies to Sta. 1618+87

Sta. 1616+91

Shotcrete

Existing

Protect

2’

2’

2.5’

(Min.)

2’

(See Detail 1B or 1C)

8’ Trail

8’ Trail

:1 :1 .5

V a ri e s

Sta. 1614+40.0 to Sta. 1616+80.0

Embankment and appearance. 1:4 preferred slope

Shape as necessary for drainage after placement of asphalt pavement.

Roadway Aggregate (when directed by CO)

Shoulder up with excavated material or

SCHEDULE A

JUNIPER RD

TYPICAL SECTIONS

Embankment

1:6

See Detail 2A

3" Roadway Aggr.

DETAIL 1C

JUNIPER ROAD - REHABILITATION

DETAIL 1B

DETAIL 1A

JUNIPER ROAD - REHABILITATION

EXISTING TYPICAL SECTION

GENERAL NOTES

Asphalt Pavement

" Existing4 3" to 42

Asphalt Pavement

" Existing4 3" to 42

Asphalt Pavement

" Existing4 3" to 42

With Attached Trail

1.5%

Zone

14’ Clear

Zone

14’ Clear

Zone

14’ Clear

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

8-Inch Depth (See Note 6)

Full Depth Reclamation, Method 2

Aggr., Method 2

8" Roadway cross slope or superelevation (e%) prior to ACP overlay.

Place roadway aggregate as required to establish 2%

See plans for crown and superelevation correction (e%).

Pavement, Plain 5" Minor Concrete

5" ACP

Method 2

Aggr., 4" Roadway

Aggr., Method 2

5" Roadway

Method 2

Aggr., Roadway

Method 2

3" Roadway Aggr., Pavement, Plain 5" Minor Concrete

Method 2

Aggr., Roadway

See Special 204-A

Stabilization

Shoulder

Pavement, Plain 5" Minor Concrete

Method 2

Aggr., 4" Roadway

Method 2

Aggr., Roadway

Sta. 1672+00.0 to Sta. 1683+00.0

Sta. 1659+50.0 to Sta. 1667+00.0

Sta. 1619+20.0 to Sta. 1625+53.1

Sta. 1599+65 to Sta. 1603+85.6

Overlay

5" ACP

Overlay

5" ACP

Overlay

5" ACP

6. Pulverize a maximum depth of 8".

Do not pulverize approach roads or pullouts unless shown.5.

pavement.

Pulverize from 1’ beyond existing edge of pavement to 1’ beyond other existing edge of 4.

made for this work. Add roadway aggregate to complete shouldering as needed.

windrow material to backfill along new edge of pavement. No measurement or payment will be

Prior to pulverizing, windrow or remove existing shoulder material to outside of shoulder. Use 3.

unless otherwise shown.

Restrict all construction and construction vehicles to remain within the existing bench width 2.

Place Asphalt Concrete Pavement (ACP) in two lifts. Tack coat between lifts.1.

No Scale

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s

S lo p e S ta k e L im it s limits

& Mulching

Seeding

Topsoil, Slope Stake

4’ beyond limits

& Mulching

Seeding

Topsoil, Slope Stake

4’ beyond

2’

FLC

TFC

80BFC

42SHLD_SG

BISW83

OSW

TBCSW

Trail

8’ 2.5’

CUT TREATMENT-DITCH

Aggr., Method 2

4" Roadway

Pavement, Plain 5" Minor Concrete

11.5’ 11.5’

Limits of Full Depth Reclamation

1’ 1’

See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, See Special 609-A

Concrete (24" Catch Pan)

Curb & Gutter, Aggr., Method 2

4" Roadway

1:4

(Graded)

Width

Ditch

Special

L im it s

S lo p e S ta k e limits

Seeding & Mulching

Slope Stake Topsoil, 4’ beyond 2A

Detail

See

Sta. 1644+50.0 to Sta. 1652+52.5

Sta. 1634+00.0 to Sta. 1637+38.0, Rt.

Sta. 1631+00.0 to Sta. 1637+70.0, Lt.

See Plan & Profile Sheets

Special Ditch Profile Grade

Coat

Prime

Seeding Limits

Top Soil and

Cut Slopes

Rounded

Slope Stake Limit2’ 5’

5’

Sections)

(See Cross

Cut Slope

Method 2

Aggr., 3" Roadway

See Special 609-A

Catch Pan)

Concrete (24"

Curb & Gutter, 4.

Sheet 1 of 11See Special 646-A

Safety Rail

09/21/2015 Revised Safety Rail Note

Amendment A002

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

J e n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P F L

A P .d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

Jennifer

DLS

J n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

Depth Unknown

Exist. 96" Culvert

.63

.95

.65

.39

.15

.55

49604960

.98

49654965

.60

.17

.63

.39

.33

4980 49 .45

VENT

.57

ASPHALT P

ATH

JUNIPER ROAD

JUNIP

ER R

OAD ASPHALT PATH

CROSS

IN

G

DEER

0 F

EET

CROSS

IN

G

PE

DES

TRI

AN

AHEADTRAI

L D

AMAGE

TURNLE

FT

S R

RR

S R

RR

0+

P C

.8

P T

.1

100’0

Scale in Feet

50’

CL Juniper Rd

Existing Ground

M A

T C

H L

IN

E

S T

A

CL

D

Curve = Seg2-1

PI 1602+87.67

T = 336.79’

R = 970.00’

L = 648.31’ e= 0.052’ / FT

8’ Conc. Trail

Guardrail

Remove Existing

1600+27 to 1603+40, Lt.

STA. 1599+65

CO FLAP 1099(1)

REHABILITATION

BEGIN ROADWAY

SCHEDULE A

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1603+21.4, 16’ Lt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1603+14.3, 16’ Rt.

Remove Existing Guardrail

1600+42 to 1603+65, Rt.

Clean Existing Culvert (96" CMP)

1601+39, Lt. & Rt.

1599+00 1600+00 1601+00 1602+00 1603+00 1604+00 1605+00 1606+00 1607+00 1608+00 1609+00 1610+00 1611+00 1612+00 1613+00

NOTE: (use Note Heading Style) as one text or as individual text.

Numbers for notes are also the Notes style. They can be placed

(Typ.)

Top of Cut

(Typ.)

Toe of Fill

(Typ.)

8’ Conc.

Curve Seg 2-1

Guardrail, Lt.

Guardrail, Rt.

Protect Trees

Curb & Gutter with detached Trail, Lt.

C1

Trail

Reservoir

Terminal SectionTerminal Section

Terminal Section Terminal Section

Protect Tree

Remove Existing Bollards (3)

Bollards. See Special 619-A.

With Restrictive and Removable

Construct Concrete Island

99+57.2

See Note 2 See Note 4

Schedule A

Sta. 99+44.31 (Ahead)

Sta. 659+00.00 (Back)=

Reservoir Trail

E 3216479.90

N 1588038.10

Match Existing

Note 1

See

Note 3

See

Remove Existing Bollards (3)

Bollards. See Special 619-A.

With Restrictive and Removable

Construct Concrete Island

100+16.7

See Note 5

See Note 6

Shoulder Stabilization, Rt.

See Special 204-A

Construct Shoulder Stabilization

1601+50 to 1603+00, Rt.

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

Begin Curb & Gutter

1603+85.6, Lt.

Curb & Gutter with attached Trail, Lt. Curb & Gutter with attached Trail, Lt.

See Special 646-A

Install 65 L.F. Safety Rail

5. 101+32 to 101+96, Lt.

N 1587995.76, E 3216925.57

Match attached Trail

4. 104+62.83 End Trail Relocation

N 1588019.08, E 216896.23

Begin Trail Relocation

3. 104+25 End Trail Rehab

N 1588084.16, E 3216723.30

Resume Trail Rehab

2. 102+30 End Trail Relocation

N 1588087.39, E 3216574.02

Begin Trail Relocation

1. 100+80 Suspend Trail Rehab

Notes:

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1600+47.4, 16’ Rt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1600+50.9, 16’ Lt.

1 Revised Safety Rail detail reference

09/21/2015 Revised Guardrail detail reference

Amendment A002

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

S iz e D e p th U n k n o w n

E x is t.

C u lv e r t

Exist. 42" Culvert

(Abandoned)

Exist. 8" Waterline

WATER

4929.9

30 4930

WATER

4931.3

4931.5

STOP

4932.3

4932.3

4932.7

4933.5

4935 4935

4936.9

4940 4940

4941.9

4947.9

4954.7

4961.6

4967.7

4973.3

49754975

4977.1

4979.1

4980.1

4981.2

WATER

VENT

4982.5

4985 498

RIM EL=4982.6

5WATER MH

AHEAD

CURVED ROAD

S R

RR

S R

RR

P C

.6

P T

.2

P C

.0

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

IN

E

S

T A

M A T

C H L

IN

E

S T

A . 16

S a ilb o a rd R d

D

Curve = Seg2-2

PI 1618+21.25

T = 270.62’

R = 735.00’

L = 518.59’ e= 0.06’ / FT

D

Curve = Seg2-3

PI 1628+82.80

T = 461.74’

R = 720.00’

L = 821.14’ e= 0.06’ / FT

8’ Conc. Trail

(Typ.)

8’ Conc.

Guardrail

Remove Existing

1613+44 to 1625+49, Rt.

Guardrail

Remove Existing

1621+61 to 1625+33, Lt.

Existing Ground

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1624+90.2, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1624+85.0, 17’ Lt.

1613+00 1614+00 1615+00 1616+00 1617+00 1618+00 1619+00 1620+00 1621+00 1622+00 1623+00 1624+00 1625+00 1626+00 1627+00

(Typ.)

Toe of Fill

Seg 2-2

Curve

Shotcrete Slope

Protect Existing

1618+87, Lt.

1616+91 to

(42" CMP)

Clean Existing Culvert

1624+05, Lt. & Rt.

Remove Bollard

(No Work)

Abandoned Water Valve

1624+25, Lt.

Seg 2-3

Curve

(No Work)

Water Valve

Abandoned

1626+20, Rt.

Shoulder Stabilization, Lt.

Curb & Gutter with attached Trail, Lt.

Guardrail, Rt.

Guardrail, Rt.

Guardrail, Lt. attached Trail, Lt.

Curb & Gutter with

C2

See Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

Remove Bollard

1613+05, Lt.

Terminal Section Terminal Section

Terminal Section

Exist. Gates

Protect

Terminal Section

Tree

Protect

(Typ.)

Top of Cut

Remove Existing Fence, Rail

Remove Existing Guardrail

1613+49 to 1616+73, Lt.

(D-Sheets)

Reservoir Trail 2-1

See Profile See Note 2

See Note 1

See Note 3

See Note 4

(D-Sheets)

Reservoir Trail 2-2

See Profile

Radius Flare = 22.0’

See Special 609-A

Begin Curb & Gutter

1625+53.1, Lt.

Trail

ReservoirCL

See Special 204-A

Construct Shoulder Stabilization

1621+50 to 1622+50, Lt.

1619+75 to 1622+50, Rt.

Shoulder Stabilization, Rt.

Shoulder Stabilization, Lt.

Stake Limits

Verify Slope

1614+00

1613+00 to and Riprap Outlet

12" CMP W/12" FESs

Install 26 L.F.

106+90, Lt. & Rt.

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

End Curb & Gutter

1619+35.3, Lt.

N 1587376.26, E 3218873.99

Match attached Trail

4. 111+79.12 End Trail Relocation

N 1587373.19, E 3218775.27

Begin Trail Relocation

3. 110+80 End Trail Rehab

N 1587315.84, E 3218441.16

Begin Trail Rehab

2. 107+40 End Trail Relocation

N 1587287.07, E 3218216.65

Begin Trail Relocation

1. 105+12.7 Match Attached Trail

Notes:

1See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1614+14.0, 16’ Rt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1626+75.5, 16’ Rt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1620+95.9, 17’ Lt.

1See Special 646-A

Install 280 L.F. Safety Rail

See Special 204-A

Construct Shoulder Stabilization

1614+00 to 1616+80, Lt.

1 Revised Safety Rail note and detail reference

09/21/2015 Revised Guardrail detail reference

Amendment A002

Safety Rail, Lt.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,9

.3

E x is t.

C u lv e r t

P r o p o s e d

C u lv e r t

V P I

E L

,9

.5

V P I

E L

,9

.1

-1.5%

-4.0%

V P I

E L

,9

.3

V P I

E L

,9

.0

-10.8%

V P I

E L

,9

.0

V P I

E L

,9

.0

V P I

E L

,9

.0

-1.3% -1.0%

-2.0% -2.9%

V P I

E L

,9

.0

.9

.9

.3

.3

.6

.1

.9

.0

.3

.4

.2

4925 4925 4925 4925

.0

.6

.2

.4

.7

.9

M

P H

IN

V E

L

.7

C

M P

S A

IL

B O

A R

D

ASPHALT PATH

JUNIPER ROAD

ASPHALT PATH

JUNIPER ROAD

JUNIPER ROAD

ASPHALT PATH

S R

RR

S R

RR

P T

.2

P C

.9

100’0

Scale in Feet

50’

CL Juniper Rd

M A T

C H L

IN

E

S T

A

Existing Ground

M A T

C H L

IN

E

S T

A

1+

D

Curve = Seg2-3

PI 1628+82.80

T = 461.74’

R = 720.00’

L = 821.14’ e= 0.06’ / FT

Curve = Seg2-4

PI 1638+83.03

T = 343.09’

L = 640.89’ e= 0.06’ / FT

D

R = 725.00’

8’ Conc. Trail

Sidewalk

8’ Conc.

Guardrail

Remove Existing

1626+50 to 1630+44, Rt.

Guardrail

Remove Existing

1637+01 to 1638+41, Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1637+85.7, 17’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1630+43.3, 16’ Rt.

1627+00 1628+00 1629+00 1630+00 1631+00 1632+00 1633+00 1634+00 1635+00 1636+00 1637+00 1638+00 1639+00 1640+00 1641+00

(Typ.)

Toe of Fill

(Typ.)

Top of Cut

Protect Trees

Curve Seg 2-3

W/18" FES and Riprap Outlet

See Standard 604-1

Install Catch Basin, Type 1

1634+53, Lt. Flowline

Seg 2-4

Curve

Clean Existing Culvert and 36" End Section

Install 8 L.F. of 36" CMP

Remove 36" End Section

1638+04, Lt.

attached Trail, Lt.

Curb & Gutter with detached Trail, Lt.

Curb & Gutter with

Guardrail, Rt.

Special Ditch, Lt.

Curb & Gutter with attached Trail, Lt.

Special Ditch, Rt.

Guardrail, Rt.

C3

Terminal Section

Terminal Section

Terminal Section

Special Ditch, Lt.

Special Ditch, Rt.

Protect Tree

L=30’, W=11’

See Detail C-251-50

Place 18 C.Y. Riprap Class 2, 1637+71 to 1637+99, Lt.

Remove 232 L.F. Fence

1630+49 to 1632+75, Rt.

L=38’, W=11’

See Detail C-251-50

Place 23 C.Y. Riprap Class 2, 1637+00 to 1637+38, Rt.

See Special 204-A

Construct Shoulder Stabilization

1637+25 to 1637+75, Rt.

Shoulder Stabilization, Rt.

Remove Bollard

1635+80, Lt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1636+57.7, 17’ Rt.

1 09/21/2015 Revised Guardrail detail reference

Amendment A002

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

P r o p o s e d

C u lv e r t

E x is t.

C u lv e r t

V P I

E L

,9

.4

+3.580

+3.66 0%

V P I

E L

,9

.0

V P I

E L

,9

.3

0+2.210%

V P I

E L

,9

.0

+0.700% -0.160%

V P I

E L

,9

.9

V P I

E L

,9

.6

-1.300% -1.570%

V P I

E L

,9

.0

-4.649%

E L

,9

.6

V P I

.4

E L

,9

.2

V P I

V P I

E L

,9

.4

-1.719%

380’ VC

4898.66

49004900

4902.63

4902.97

WATER

4903.72

4903.84

4905.91

4907.57

4909.69

4910 4910

4910.16 STOP

4911.13

4911.93

4912.77

4913.44

4914.36

4915 4915 4915

4916.49

4916.72

4918.34

4918.68 4919.29

4919.62

VENT

49254925

4925 4925

INV EL=4880.03

48" CMP

N-1 COVE

INV EL=4886.58

48" CMP

S R

RR

S R

RR

P T

.8

P C

.2

P T

.2

P C

.9

P T

.9

P C

.0

PC 1+14.49

PT 1+

56.36

PO

T 2+

45.45

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

1+

Existing Ground

M A T

C H L

IN

E

S T

A

Curve = Seg2-4

PI 1638+83.03

T = 343.09’

L = 640.89’ e= 0.06’ / FT

D

Curve = Seg2-5

PI 1649+32.80

T = 166.56’

L = 330.03’ e= 0.052’ / FT

D

CL

CL

R = 990.00’

R = 725.00’

Lake Pueblo (N-2 Cove)

Profile Grade

8’ Conc. Trail

8’ Conc. (Typ.)

Guardrail

Remove Existing

1641+50 to 1643+62, Rt.

Cove N-1

Guardrail

Remove Existing

1642+04 to 1643+84, Lt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1643+23.1, 17’ Rt.

1641+00 1642+00 1643+00 1644+00 1645+00 1646+00 1647+00 1648+00 1649+00 1650+00 1651+00 1652+00 1653+00 1654+00 1655+00

W/18" FES and Riprap Outlet

Install 40 L.F. 18" CMP

See Standard 604-1

Install Catch Basin, Type 1

1642+68, Lt. Flowline

Curve Seg 2-4

(No Work)

Abandoned Water Valve

1642+73, Lt.

Seg 2-5

Curve Seg 2-6

Curve

See Sheet D1

N-1 Cove

D e= 0.07’ / FT

PI 1653+19.02

R = 530.00’

T = 111.09’

L = 219.02’

Curb & Gutter with attached Trail, Lt.

Guardrail, Rt.

Guardrail, Rt.

Guardrail, Lt.

Curve = Seg2-6

C4

Trail

Reservoir

Terminal Section

Terminal Section

Terminal Section

Clean Existing Culvert

W/48" FES

Install 6 L.F. 48" CMP

Remove Existing End Section (48")

1642+88, Lt.

Special Ditch, Lt.

Special Ditch, Lt.

Terminal Section

Begin Reconstruction

Rehabilitation

Suspend Roadway

1651+00

See Sheet D1

Trail RelocationSee Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

1649+70, Lt.

(Typ.)

Top of Cut

(Typ.)

Toe of Fill

Protect Trees

Riprap Outlet

Radius Flare = 22.0’

See Special 609-A

End Curb & Gutter

1652+69.3, Lt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1641+21.7, 17’ Rt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1654+59.1, 16’ Lt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1654+64.2, 16’ Rt.

Revised Safety Rail note and detail reference

09/21/2015 Revised Guardrail detail reference

Amendment A002

Safety Rail, Lt.

See Special 646-A

Install 140 L.F. Safety Rail

1642+30 to 1643+70, Lt.

KEY PLANKEY PLAN

LAKE P

UEBLO

n n if e r

P A

E C

L a k e P u e b lo D e s ig n

C A

D D R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P F L

A P

.d g n

P

M

CO

LAKE PUEBLO

CO FLAP 1099(1)

STATE PROJECT

NUMBER

SHEET

V P I

E L

,9

.9

+4.45 9%

V P I

E L

,9

.6

-7.898%

V P I

E L

,9

.1

-1.719% +4.45 9%

380’ VC

2.7

4900 4900

1.0

49054905

4905 4905

9.1

4910 4910

1.1

1.2

4.0

6.0

6.5

1.5

2.1

VENT

VENT

5.7

6.1

VENT

PARKING LOT

8.1

8.2

8.8

ASPHALT PATH

JUNIPER ROAD

CROSSI

NGPEDESTRIA

N

DEER

RIM

EL=492

7.7

WATER M

H

RIM

EL=492

5.5

WATER M

H

RIM

EL=492

3.3

WATER M

H

GRADE A

HEAD

CAUTIO

N:

STEEP

CROSSI

NGPEDESTRIA

N

CLOSEDAREA

INFORMATIO

N

DAM C

ROSSI

NG

PARKIN

GNO

POIN

TBEYOND T

HIS

NO V

EHIC

LES

JUNIPER ROAD

ASPHALT PATH

ASPHALT P

ATH

S R

RR

S R

RR

P T

.9

100’0

Scale in Feet

50’

CL Juniper Rd

M A

T C

H L

A

Existing Ground

M A

T C

H L

A

CL

D a m C r o s s in g

Profile Grade

Guardrail

Remove Existing

1654+50 to 1662+39, Rt.

Guardrail

Remove Existing

1652+72 to 1661+04, Lt.

Guardrail

Remove Existing

1664+20 to 1672+38, Rt.

Guardrail

Remove Existing

1664+14 to 1672+26, Lt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1662+50.8, 16’ Rt.

See Standard 617-19

Type Flared

Install Guardrail Terminal, End Guardrail

1660+35.0, 16’ Lt.

1655+00 1656+00 1657+00 1658+00 1659+00 1660+00 1661+00 1662+00 1663+00 1664+00 1665+00 1666+00 1667+00 1668+00 1669+00

(Typ.)

Toe of Fill

PI 1655+84.52

R = 4275.00’

T = 125.46’

L = 250.85’ e= N.C.

D

Curve = Seg2-7

Curve Seg 2-7 Hydrant

Protect Fire

See Special 611-A

Relocate Stand Pipe

Abandoned Water Valve (No Work)

Adjust Water Manhole to Grade

Remove Bollard

1661+16, Lt.

Guardrail, Lt.

Guardrail, Rt.

Guardrail, Lt.

Guardrail, Rt.

C5

Trail

Reservoir

Terminal Section

Terminal Section Terminal Section

Terminal Section

Remove 14 Bollards (Wood Post)

1662+52 to 1664+12, Rt.

(Typ.)

Top of Cut

D1

See Sheet

Trail Relocation

See Sheet D2

Parking Area

Trail Relocation &

Resume Rehabilitation

End Roadway Reconstruction

1659+50

See Special 204-A

Construct Shoulder Stabilization

1667+00 to 1668+00, Lt.

Shoulder Stabilization, Lt.

Begin Roadway Reconstruction

Suspend Rehabilitation

1667+00

Profile Grade

(Typ.)

8’ Conc.

1See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1665+48.8, 16’ Lt.

See Special 617-A

Begin Guardrail

See Standard 617-19

Type Flared

Install Guardrail Terminal, 1664+60.5, 16’ Rt.

09/21/2015 Revised Guardrail detail reference

Amendment A002

KEY PLANKEY PLAN

LAKE P

UEBLO

Untitled

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: Joe Wilson 1:

Remove Page A-i and replace with attached Page A-i dated September 21, 2015.

Remove Pages A-5 thru A-29 and replace with attached Pages A-5 thru A-30 dated September 21, 2015.

Plan Sheets Remove Plan Sheets A6, B8, B10, B24, B26, C1, C2, C3, C4, C5, C8, C13, C23, D8 and replace with the attached A6, B8, B10, B24, B26, C1, C2, C3, C4, C5, C8, C13, C23, D8 dated September 21, 2015.

NOTE: When printing revised sheets, turn on 'Document and Markups' in the Print Properties menu to illustrate changes on hard copy print.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN ITEM 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO SF-1442, PAGE A-2, OF THE SOLICITATION)