Amendment_A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; 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 you 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

D. OTHER (Specify type of modification and authority)

E. IMPORTANT:

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

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

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 a nd effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

PREVIOUS EDITION UNUSABLE STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

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

( ) 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).

1 11

A001 10/23/2017 CO FTNP COLM

6905001

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENU, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENU, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

DTFH6817B00018

09/28/2017

0*

* See Below

Invitation for Bid Delete Pages A-7 & A-14, replace with Pages A-7 & A-14 dated 10/23/17.

Plan Sheets Delete Sheets B2, B6, B10, C3, C4, C5, C6 and C10, replace with Sheets B2, B6, B10, C3, C4, C5, C6 and C10 dated 10/23/17.

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 BLOCK 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)

B I D S C H E D U L E Schedule A Account: ALL

Project No: CO CO FTNP COLM10(3)

Name: Rim Rock Drive CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20720-0100

Line A0360 1,275 SQYD $ $

20720-0200

Line A0380 3,600 SQYD $ $

25101-0200

Line A0400 160 CUYD $ $

30202-2000

Line A0420 1,300 TON $ $

30302-1000

Line A0440 50 LNFT $ $

30401-5300

Line A0460 3.064 MILE $ $

40101-5600

Line A0480 8,100 TON $ $

40105-3000

Line A0500 85 TON $ $

40301-0200

Line A0520 530 TON $ $

40601-0000

Line A0540 20 TON $ $

41102-1000

Line A0560 51,700 SQYD $ $

41105-0000

Line A0580 72 TON $ $

41201-0000

Line A0600 25 TON $ $

60103-0180

Line A0620 1 EACH $ $

60201-1000

Line A0640 80 LNFT $ $

60210-1000

Line A0660 1 EACH $ $

60901-1000

Line A0680 3,000 LNFT $ $

CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

REINFORCEMENT GEOSYNTHETIC, TYPE 2

PLACED RIPRAP, METHOD A, CLASS 2

ROADWAY AGGREGATE, METHOD 2

ANTISTRIP ADDITIVE, TYPE 3

ASPHALT CONCRETE PAVEMENT, TYPE 2

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

DITCH RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

REINFORCEMENT GEOSYNTHETIC, TYPE 1

CURB, CONCRETE, 12-INCH DEPTH

Amendment A001 10/23/2017

B I D S C H E D U L E Option Y Account: ALL

Project No: CO CO FTNP COLM 10(3)

Name: RIM ROCK DRIVE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

Line Y0360 15 TON $ $

41201-0000

Line Y0380 5 TON $ $

60901-1000

Line Y0400 360 LNFT $ $

62201-0200

Line Y0420 10 HOUR $ $

62201-0550

Line Y0440 10 HOUR $ $

62201-0950

Line Y0460 10 HOUR $ $

62201-2850

Line Y0480 10 HOUR $ $

62201-3350

Line Y0500 10 HOUR $ $

62301-0000

Line Y0520 20 HOUR $ $

62302-1000

Line Y0540 10 HOUR $ $

62302-1100

Line Y0560 10 HOUR $ $

63301-0000

Line Y0580 18 EACH $ $

63309-0000

Line Y0600 20 EACH $ $

63401-0700

Line Y0620 32,220 LNFT $ $

63501-1000

Line Y0640 ALL LPSM $

63502-0700

Line Y0660 15 EACH $ $

63502-1300

Line Y0680 10 EACH $ $

63505-1000

Line Y0700 0.73 MILE $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

SPECIAL LABOR, HIRED SURVEY SERVICES

SIGN SYSTEM

DELINEATOR

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

PAVEMENT MARKINGS, TYPE D, SOLID

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TACK COAT

CURB, CONCRETE, 12-INCH DEPTH

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

Sheet and Description

B8 B9 B10 B11 B12 B13

Surfacing Summary

Riprap Summary

Miscellaneo us

Summary

Miscellaneo us

Summary

Permanent Signs

Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

A0560 41102-1000 PRIME COAT, METHOD 1 SQYD 49,331 2,369 51,700

A0580 41105-0000 BLOTTER TON 72

A0600 41201-0000 TACK COAT TON 21 1 3 25

A0620 60103-0180 CONCRETE, HEADWALL FOR

36-INCH PIPE CULVERT EACH 1 1

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 73 7 80

A0660 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 1 1

A001 A0680 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 2,866 134 3,000

A0700 61701-4350 GUARDRAIL SYSTEM CRG, TYPE 4,

CLASS B LNFT 62 62

A0720 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4,

CLASS B STEEL POSTS LNFT 350 5 355

A0740 61701-5150 GUARDRAIL SYSTEM MGS, TYPE 4,

CLASS B WOOD POSTS LNFT 3,666 74 3,740

A0760 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 1 1

A0780 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 26 4 30

A0800 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 60

A0820 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 60

A0840 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 30

A0860 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A0880 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A0900 62301-0000 GENERAL LABOR HOUR 60

A0920 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40

A0940 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 40

A0960 62405-0400 PLACING CONSERVED TOPSOIL,

6-INCH DEPTH SQYD 300 15 315

A0980 63301-0000 SIGN SYSTEM EACH 21 1 22

A1000 63309-0000 DELINEATOR EACH 320 25 345

A1020 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID LNFT 143,032 2,768 145,800

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2CO FTNP COLM10(3)CO

SHEET

NUMBER

NPS PMIS No. 187947, 187951, 187951 NPS Drwg No. 119-130017

Sheet and Description

B8 B9 B10 B11 B12 B13

Surfacing Summary

Riprap Summary

Miscellaneous Summary

Miscellaneous Summary

Permanent Sign Summary

Pavement Markings Summary

ALLOWANCE Bid Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 50 5 55

Y0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0160 20301-0700 REMOVAL OF DELINEATOR EACH 14 1 15

Y0180 20301-2400 REMOVAL OF SIGN EACH 9 1 10

Y0200 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 344 16 360

Y0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 9 1 10

Y0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 88 20 12 120

Y0260 30401-5300 FULL DEPTH RECLAMATION,

METHOD 2, 6-INCH DEPTH MILE 0.725 0.725

Y0280 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 2,088 102 2,190

Y0300 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 21 1 22

Y0320 40601-0000 FOG SEAL TON 4 1 5

Y0340 41102-1000 PRIME COAT, METHOD 1 SQYD 10,083 517 10,600

Y0360 41105-0000 BLOTTER TON 15

Y0380 41201-0000 TACK COAT TON 4 1 5

A001 Y0400 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 344 16 360

Y0420 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

Y0440 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

Y0460 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

Y0480 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

Y0500 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

Y0520 62301-0000 GENERAL LABOR HOUR 20

-O ct -2

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\P ro je ct

M an ag er s\

A dv er tis em en t\

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O pt io ns

A m ou nt s)

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SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B6CO FTNP COLM 10(3)CO

SHEET

NUMBER

NPS PMIS No. 187947,187950,187951 Drawing No. 119-130017

SUMMARIES

MISCELLANEOUS

Sheet 3 of 4

B10

AMENDMENT A001

1 10/23/17 Changed pay item to 60901-1000 Curb Concrete, 12-Inch Depth

REVISED 10/23/17

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts B S u m m S

U M

C

O L

M .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

.1

.1

C M P

0 M

A G N

A

IL

O C

R W

A L L

C

M P

.7

D I

5818.3 42"

D I R

E C

T I O

N O

N L

Y

.2

C

M P

.7

D I 2

X

.3

X

X

X

X

X

X

C

M P

5810 5815 5

5905 5

2 S

P

IK

E

.9

C

M P

.6

S P

IK

E

R E S

E X

.1

C M P

C

M P

.7

.2

X

X

X

X

X

X

57305735

5 5955

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C3

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

76+38 Rt.

Trail Parking

Upper Serpent's

Route 0916

Begin paved ditch

100+92 Lt.

End paved ditch

77+87 Rt.

End paved ditch

102+67 Lt.

NOTE:

inlet (typ.)

existing drop

Do not disturb

Do not disturb boulders

2.

1.

76+00 to 104+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Install Riprap Class 2

Temporary Inlet Protection

Install Riprap Class 2

Temporary Inlet Protection

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2 existing guardrail (typ.)

Remove and replace existing guardrail

Remove and replace

Begin 12" concrete curb

Begin removal of asphalt curb

84+00 Lt.

End 12" concrete curb

End removal of asphalt curb

87+25 Lt.

End 12" concrete curb

End removal of asphalt curb

92+48 Rt.

Begin 12" concrete curb

Begin removal of asphalt curb

88+81 Rt.

AMENDMENT A001

REVISED 10/23/17

10/23/17 Changed callout to 12" concrete curb

Begin 12" concrete curb

Begin removal of asphalt curb

94+30 Lt. & Rt.

End 12" concrete curb

End removal of asphalt curb

99+50 Lt. & Rt.

.2

C M

P .9

2 S

P I K

E

0 5

5 5

5 5

5655 566056

56705675

05680

5700 5

.5

C

M P

.7

.4

C

M P

X

D I R O

N L

Y

.8

.2

C

M P

S A N

D C

A N

D

IR

O

N L

Y

.9

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C4

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

108+82 Lt.

End paved ditch

113+62 Lt.

NOTE:

2.

1.

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Guardrail

Remove and Replace

Install Riprap Class 2 Install Riprap Class 2Guardrail

Remove and Replace

Guardrail

Remove and Replace

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2 of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install Fiber Logs at the inlet

104+00 to 132+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Class 2

Install Riprap Class 2

Install Riprap of the pipe.

Install fiber logs at the outlet by Pay Item 40301-0200.

Temporary Asphalt Concrete Pavement will be paid

See Detail C204-51

Subexcavation

Begin 12" concrete curb

Begin removal of asphalt curb

113+79 Rt.

End 12" concrete curb

End removal of asphalt curb

118+26 Rt.

Begin 12" concrete curb

Begin removal of asphalt curb

121+87 Lt.

End 12" concrete curb

End removal of asphalt curb

125+69 Lt.

AMENDMENT A001

10/23/17 Changed callout to 12" concrete curb1

REVISED 10/23/17

" C

MP

.3

.5

.4

.2

C

M P

.8

.2

C M P

X

X

X

X X X

X

.7

X

.5

C

M P

.5

C

M P

.7

54105

55430

145+00

.7

.1

" C

M P

5305.4

24" C M P

.1

" PV

C

D

IR

O

N

LY S

ILTE

D

IN

D

IR

O

N

LY N

O O

U

TLET FN

D

3 2 1

.9

.9

" C

M P

" C

M P

.3

.5

55390

0 1

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C5

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

141+71 Lt.

End paved ditch

145+76 Lt.

Begin paved ditch

146+82 Lt.

End paved ditch

148+29 Lt.

Begin paved ditch

153+12 Rt.

End paved ditch

158+32 Rt.

Do not disturb boulders

Install Riprap Class 2

132+00 to 160+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2 existing guardrail

Remove and replace of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install fiber logs at the inlet of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install Fiber Logs at the inlet of the pipe.

Install Fiber Logs at the inlet

Install Riprap Class 2 Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Do not disturb paved ditch with sidewalk outlet of the pipe.

Install fiber logs at the

Install fiber logs at the outlet of the pipe.

of the pipe.

Install fiber logs at the outlet

Install fiber logs at the outlet of the pipe.

the outlet of the pipe

Install fiber logs at

65'x10'x1'

Sta. 155+20 to 156+18

Place Riprap at this location

NOTE:

4. Removal of paved ditch will be by Pay Item 20303-1600.

3. Remove existing river rocks from ditches as directed by the CO.

2. Place Riprap at the end of the ditch before inlet culverts.

1. Do not disturb existing culverts.

Remove paved ditch

Begin 12" concrete curb

Begin removal of asphalt curb

157+10 Rt.

End 12" concrete curb

End removal of asphalt curb

158+17 Rt.

AMENDMENT A001

1 10/23/17 Changed callout to 12" concrete curb

REVISED 10/23/17

.5

" C

M P

.6

.9

C

M P

.9

C

M P

.8

.6

.5

C

M P

.7

5170 5

05225

05240

165+00

175+00

165+00

175+00

.5

.2

.1

C

M P

.6

" C

MP

.5

" C

M P

.6

.6

.5

" C

M P

C

M P

.8

52351

175+00

175+00

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Begin paved ditch

178+13 Lt.

End paved ditch

182+75 Lt.

NOTE:

2.

1.

160+00 to 188+00

SCHEDULE A

PLAN SHEETS

RIM ROCK DRIVE

Install Riprap Class 2 existing guardrail

Remove and Replace

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2

Install Riprap Class 2 existing guardrail

Remove and replace

See Special 609-A

Place Riprap at the end of the ditch before inlet culverts.

Do not disturb existing culverts.

Install fiber logs at the inlet of the pipe.

Install fiber logs at the outlet of the pipe outlet of the pipe

Install fiber logs at the

Begin 12" concrete curb

Begin removal asphalt curb

164+29 Lt.

End 12" concrete curb

End removal asphalt curb

167+60 Lt.

Begin 12" concrete curb

Begin removal asphalt curb

172+39 Rt.

Begin paved ditch

End 12" concrete curb

End removal asphalt curb

173+08 Rt.

Begin 12" concrete curb

Begin removal asphalt curb

175+88 Rt.

End 12" concrete curb

End removal asphalt curb

End paved ditch

176+82 Rt.

REVISED 10/23/17

AMENDMENT A001

1 10/23/17 Changed callout to 12" concrete curb

STOP

STOP

STATE PROJECT

A

M N C

O c o lm

R o a d w a y C

A D

D S h e e ts C

M L P

P P

N P

C .d g n

U s e r r y a n .m a th is

NUMBER

SHEET

CO

RIM ROCK DRIVE

CO FTNP COLM 10(3)

DRAWING NO.: 119-130017

187950, 187951

NPS PMIS NO.: 187947,

C10

200'100'0

Scale in Feet

1037+00 to 1038+30 included with

Quantities

1028+00 to 1038+30

OPTION Y

PLAN SHEET

EAST GLADE PARK ROAD

End Option Y

E: 2103130.379

N: 1450436.898

Sta. 1038+30

East Glade Park Road

End Route 011

Schedule A

Install Riprap Class 2

Schedule A

Subexcavation

End 12" concrete curb

End removal asphalt curb

1034+92 Lt.

Begin 12" concrete curb

Begin removal asphalt curb

1031+08 Lt.

AMENDMENT A001

1 10/23/17 Changed callout to 12" concrete curb

REVISED 10/23/17