A001_.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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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 APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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 (Number, 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)

Previous edition unusable

1 17

A001 11/01/19 HI ERFO FTNP HAVO 10(4)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JOREY DEML

6905001

6982AF19B000020

10/16/2019

0*

*See Item 14

PLANS

Remove and replace sheets B3, B7, C4, C7, C8, C9, C10, C16, C18, C21, C22, C25 with the attached corresponding sheets.

INVITATION FOR BID

Remove and replace pages A-12, E-37, E-63, and E-91 with the attached corresponding pages.

*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

ITEM 11.)

Sheet and Description

B6 B7 B8 S2

DSR

Summaries

DSR

Summaries

Guardrail Summary

Structural Summary Allowance Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15701-0000 SOIL EROSION CONTROL

(NON-STORMWATER CONTROL) LPSM ALL

X0060 15701-0000 SOIL EROSION CONTROL

(SEDIMENT CONTROL) LPSM ALL

X0080 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0100 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

X0120 20302-1200 REMOVAL OF GUARDRAIL LNFT 3,546 179 3,725

X0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 36 4 40

X0160 20410-0000 SELECT BORROW CUYD 1 1

X0180 25105-0100 KEYED RIPRAP, METHOD A, CLASS

1 CUYD 9 1 10

X0200 41401-3000 CRACKS, CLEANING AND FILLING LNFT 113 7 120

X0220 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 1 1

X0240 50202-0000 SEALING JOINTS AND CRACKS LNFT 113 7 120

X0260 61501-0100 SIDEWALK, CONCRETE SQYD 35 35

X0280 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 3,462.5 112.5 3,575.0

X0300 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

X0320 61702-1700 TERMINAL SECTION, TYPE MGS-BAT EACH 6 6

X0341 62003-0000 STONE MASONRY LPSM

X0360 62030-0000 REPOINT STONE MASONRY LNFT 500

X0380 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 40

-A ug -2

9:

A M

MileStone: ERFO 100% Date Completed: 08/29/19 Report Date: 08/29/19

N

H I\ ha vo

(4

R oa dw ay

\C

AD

D _S he et s\ B -S um m

\S pr ea ds he et s\ [S um m ar y.

xl sm

]S he et

3) SUMMARY OF QUANTITIES - Schedule X

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

B3ERFO/FTNP HAVO 10(4)

Crater Rim Drive RepairsHI

SHEET

NUMBER

NPS PMIS NO.: 238625 & 258806

ALL

Amendment 001 11/01/2019

Includes all wall repairs andrew.coit Cross-Out andrew.coit Cross-Out andrew.coit Cross-Out andrew.coit Cross-Out andrew.coit Cross-Out

C:

I

I

Item Number 41401-3000 50202-0000 61501-0100

CRACKS, CLEANING SEALING JOINTS AND SIDEWALK,

Schedule DSR Site AND FILLING CRACKS CONCRETE

LNFT LNFT SQYD

A DSR Route 0012-1

A DSR Route 0012-2

A DSR Route 0012-3

A DSR Route 0010-1

A DSR Route 0010-2

A DSR 23222-1

A DSR 23222-2

A DSR Route 0201-1

A DSR Route 0101-0

SCHEDULE A TOTALS: 0 0 0

X DSR Route 0911-1 113 113 35

OPTION X TOTALS: 113 113 35

y DSR Route 0010-5

OPTION V TOTALS: 0 0 0

DSR MISCELLANEOUS SUMMARIES

61708-1000 61901-3400 61921-1000

REMOVE AND RESET, FENCE, REMOVE AND RESET

GUARDRAIL COMBINATION WIRE FENCE

LNFT LNFT LNFT

50 50

25 85 100

0 0 0

0 250 0

63401-1500

PAVEMENT

MARKINGS, TYPE H,

SOLID

LNFT

63406-0000

RAISED PAVEMENT

MARKER

(SOLAR)

EACH

STATE

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Reoairs

SHEET

NUMBER

B7

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

Remarks

Includes Sites A, B, and C

Includes Sites A, B, and C

Includes Sites A, B, C, and D

Includes Sites A, B, C, D, E, and F

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR SUMMARIES

Sheet 2 of 2

Amendment 001 11/01/2019

Site A

Site A

Crack

Do Not Disturb Stone Headwalls

Existing concrete slab

Sawcut pavement / both ends, included in / Item 41801-1000. /

\ Gate (1 v

- Existing

_1.--i- - '--'=e;--•1----±'

Construct 4' x 20' Full Depth Patch Type 1, See Detail 418-A

Existing Void

Site B

Construct 11 ' x 20' Full Depth Patch Type 1, See Detail 418-A

Existing Wall

I I I I I I I

6'

1J O' �I

C:X:: I

V) I a, 20°22'

8•� �I c:x::'

PLAN

I I

Sawcut pavement both ends, included in Item 41801-1000.

Construct 11 ' x 20' Full Depth Patch Type 1, See Detail 418-A

Remove and Reset Historic Guardrail

Existing Void

Site C

Sawcut pavement both ends, included in Item 41801-1000.

NOTE:

STATE PROJECT

SHEET

NUMBER

HI

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

N PS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

C4

1. See Sheet CS for Typical Sections.

2. Earthwork, Geotextile, and Riprap will not be measured for payment.

Payment is included in Special Rock Embankment, Pay Item 25201-0000.

3. Match existing striping.

4. The Park has performed temporary repairs at Site A. Perform permanent repairs as prescribed in the plan details.

Site C

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 0010-1

CRATER RIM DRIVE at KMC

SCHEDULE A

Sheet 1 of 2

STATE

N

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

SHEET

NUMBER

C7

N PS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

Site A

¢::::J

Sawcut pavement both ends, included in Item 41801-1000.

See Detail A, Sheet A6

Existing Ground

Install New Post and Cable Fence, Type 1

1:2

Void

Construction Limits

10' Paved Width 1

Full Depth Patch Type 1, See Detail 418-A

See Void Repair Detail Special 204-A

30'

PLAN

15'

Install New Post and Cable Fence, Type 1

Rock Construct

Embankment Special

PROPOSED TYPICAL SECTION

Crater Rim Drive

Construct 30' x 10' Full Depth Patch Type 1, See Detail 418-A

Geo textile Class 1, Type A

NOTE:

1. Earthwork, Geotextile, and Riprap will not be measured for payment.

Payment is included in Special Rock Embankment, Pay Item 25201-0000

2. Nene nesting may occur in this area. See SCR's 107.l0(h) and 108.0l(d).

Site C

8'

Existing ground

SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 0010-2

CRATER RIM DRIVE

SITE B

NO SCALE SCHEDULE A

�°" Sheet 2 of 3

...__ ______________________________________ _j_ ____ ---=---=-----_J

Existinq Grouna

Construct 10' x 23' Full Depth Patch Type 1, See Detail 418-A

Void, Depth Unknow

Sites

Sawcut pavement both ends, included in Item 41801-1000.

Match Existing 1:2

Full Depth Patch Type 1, See Detail 418-A

Crack l� L-2J

PLAN

Construction Limits

23' HACP Paved Width rn

Match Existing ---

Existing void See Void Repair Detail Special 204-A

PROPOSED TYPICAL SECTION

See Detail A, Sheet A6

Existinq r Grouncl

STATE

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

SHEET

NUMBER

CB

N PS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

NOTE:

1. Match existing striping pattern.

2. Nene nesting may occur in this area.

See SCR's 107.10(h) and 108.0l(d).

3.

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 0010-2

CRATER RIM DRIVE

SITE C

SCHEDULE A

Sheet 3 of 3 �

"' L. _____________________________________________________________________________________ .__ ___________________ _.

Amendment 001 11/01/2019

The Park has performed temporary repairs at this location.

Perform permanent repairs as prescribed in the plan details.

N

Existing fencing to remain

PLAN

5'

Overlook

� Ex;,ung Stone Wall Do Not Disturb

Construction Limits

20'-22'

Void

7'

Multi-Use Trail

�;�;;:;,J' \ --� --- ___________ l: ---------------------_[ E::ie��

__ ..- -- -- ..- -- I "'� Existing _void, ._ -- -- ._ � L - to remain

PROPOSED TYPICAL SECTION

Existing fencing to remain

NOTE:

STATE PROJECT

SHEET

NUMBER

HI

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

N PS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

C9

1. Nene nesting may occur in this area.

NO SCALE

See SCR's 107.l0(h) and 108.0l(d).

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 0010-5

KEANAKAKO'I OVERLOOK

OPTION Y

"' L. _____________________________________________________________________________________ .__ ___________________ _.

Amendment 001 11/01/2019

Install New Post and Cable Fence, Type 1

Install New Post and Cable Fence, Type 1 c: I

I

N

Site A

Construct 5' x 50' Full Depth Patch Type 1, See Detail 418-A

Install New Post and Cable Fence, Type 2

Install 200' new '2:1

IC\

Post and Cable Fence, Type 2

7' deep void

Construct 5' x 20' Full Depth Patch Type 1, See Detail 418-A

Sawcut pavement both ends, included in Item 41801-1000.

Site B

Sawcut pavement both ends, included in Item 41801-1000.

Site A

PLAN

Remove and Reset Post and Cable Fence Match Existing

Site B

STATE

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

SHEET

NUMBER

ClO

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

NOTE:

1. Contractor must contact the NPS 14 days prior to beginning work in this area.

The area contains sensitive area's that NPS must flag before work can begin.

2. Replace solar pavement markers (lighted), not shown.

3. Earthwork, Geotextile, and Riprap will not be measured for payment.

Payment is included in Special Rock Embankment, Pay Item 25201-0000

4. Nene nesting may occur in this area. See SCR's 107.lO(h) and 108.0l(d).

® Confirm location of new post and cable fence with CO prior to installation.

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 23222-1

CRATER RIM TRAIL

SITES A & B

SCHEDULE A

Sheet 1 of 3 z

Sawcut pavement both ends, included in Item 41801-1000.

/0 / /

/ e, / -oo; /

<o'\ / I .§· /

.s.\ / oe" /

I �

I I I

J I ,,,---- I

I

Construct 4' x 15' Full Depth Patch Type 1, See Detail 418-A

Undermining on Crater Side

Remove and Reset Fence

PLAN

STATE

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

SHEET

NUMBER

C16

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

NOTE:

1. See Void Repair Detail, Special 204-A.

2. Stabilize the shoulders with Special Rock Embankment Detail

3. See typical section, Sheet C18.

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 23222-2

CRATER RIM TRAIL

SITE E

SCHEDULE A

Sheet 4 of 6

See Detail A, Sheet A6

Construction Limits

8' Deep vo;d /

PROPOSED TYPICAL SECTION

Site A Repair

Construction limits f I

4' - 5' Width Match !Existing

Profile grade (top of avement) ��"71\'\'li�C'vr

I � S/o a,;,(:>/Oe ,'\.=•._?.-� -�• ...,-+ _• _,,• r•-• t-� _• _• _•_• -�-_,::✓

2" asphalt concrete pavement

4" Roadway Aggregate, - -�

Method 2

PROPOSED TYPICAL SECTION

PEDESTRIAN TRAIL - SITE D

10+15 - 10+32 10+58 - 10+75

Note: All earthwork is included in pay item 30202 Roadway Aggregate, Method 2.

See Void Repair Detail Special 204-A

Existing ground

Construction Limits

4' -5' Width Match Existing

6' Deep Void

Existing Void, typ

Existing d

Construction Limits

4' - 5' Paved Width Va ies Match Existing See Detail A, Sheet A6

Existing Ground

See Void Repair Detail Special 204-A

Full Depth Patch Type 1, See Detail 418-A

PROPOSED TYPICAL SECTION

Site B, C, & E Repairs

Top 6" cover to be native soil fill. Blend into surroundings.

See Void Repair Detail Special 204-A

STATE PROJECT

SHEET

NUMBER

HI

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

C18

PROPOSED TYPICAL SECTION

Site F Repair

SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 23222-2

CRATER RIM TRAIL

DETAILS

SCHEDULE A

Sheet 6 of 6 �

°"L-------------------------------------------------------------------------------------------------

Amendment 001 11/01/2019 andrew.coit Cross-Out andrew.coit Cross-Out c: I a �

I

C:

C:

3' deep void

C,: I

Cj I

::J \ Ii; \ ii:" \ ':f_ l

\J \ E \ ::J \

\ \ \\ \ \ Ii; \ Ci' \ Ci \ u \ rra1�

\ \ \ \� \ V-

· -<;3(\

I

Construction Limits (width varies)

15.5' - 17' Paved Width

2' Match Existing Width

18'

Existing 3' deep void Existing Ground

Match Existing

Match Existing

Void

Rehabilitate Entire Roadway Full Depth Reclamation, Method 1 See Typical Section This Sheet

PLAN

_Q

I ---.._

4" Asphalt Concrete Pavement

6" Full Depth Reclamation, Method 1

2'

Fores/ope

Construct 30° - 35° pavement edge (safety edge)

PROPOSED TYPICAL SECTION

Site Repair

Pulveri ed Width

Paved Width

See mainline typical section for structural section details

See Detail A, This Sheet

Existing Ground

See Void Repair Detail Special 204-A

', -� y ,,, �3tfo3

Sawcut pavement /,o "-- / Incorporate pulverized material into the mainline base.

Shoulder up with Select Borrow after placement of asphalt concrete pavement. Shape and compact as necessary for drainage and appearance.

' both ends, included in 'Jtem 30402-1000.

/ Q)'t · I �

1/ '----, � i (

DETAIL A

NO SCALE

STATE PROJECT

SHEET

NUMBER

HI

NOTE:

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

1. See Void Repair Detail, Special 204-A.

2. Assumed length of work is 800 LF.

Measured from Google Earth.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DSR 0400-1

WATER TANK ROAD

OPTION Y

C21 s \

� L _________________ ,.:'---------�---------------------------------------------------------....._ ___________________ _

3. The Park has performed temporary repairs at this location. Perform permanent repairs as prescribed in the plan details.

I c:, ., :g c:, ., � <: I ii

CJ ) ..... "'"'

ii:"

....,1

\J E"'"' u i:, "' c:, ., Begin Rehabilitation Section I Station 10+00.00 Hilina Pali Road N = 184604.204 E = 1717991.709

Begin Rehabilitation Section II Station 17+00.00

Hilina Pali Road N = 184604.204 E = 1717991.709

Fill typical voids with Select Borrow, As directed by CO

0::, ....., 00 O'\ ,..., S2 "' 0 <( z :s g:

I

+ 0 N

N e;

STATE

HI

PROJECT

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

SHEET

NUMBER

C22

NPS PMIS NO.: 238625 & 258806

DRAWING NO.: 124-153038

eJ,65

NOTE:

1. See typical section sheet C24.

2. Nene nesting may occur in this area.

See SCR's 107.l0(h) and 108.0l(d).

3. Utilize Select Borrow to adjust the roadway profile near STA 12+00 as directed by the CO

End Rehabilitation Section I Station 13+00.00

N N

Hilina Pali Road N = 184841.067 E = 1717856.541

N

0 50'

Scale in Feet

S2 "'0 <( z :s

,:;/' N

100'

�4i---,o-E - - - - - - - --,--

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

Approximate Repair Limits

----- -, r =--m��-ar joint

Missing stone

, , 1_ - -- � - - - 1 I,----- ,,,--- ---.',,,•------\ \'\

- t

- - - - - � - - - - - - __ , I

--\ / '-\ \ ____ '\\\ ---,.-----i- \\ /,, .,. - - - - - - - -- I yMissing stone

I 1------.'====-:;:====/•i �,-- ----,.,_------ ____ __, I

/i- ,, /, ) 11 1 ,

- -- r - - - -- - - - -- -- , ' I ,--- > ,, ' •1' I ' - _ _, 1/l�;

'r=----

-J=�lp=-_cc_;(F=---s.:�---=-=-_Ll�/ ===-J' ':Ir-,--- \�r,:_;jl l [ '�7- -;__1,cl,i'.�-1 .��---"-- t /, /1 '( \'i I \\ ' \\ ,1 I -- I I

Stone mason7:i guardwa/1 Stone mason7:i guardwa/1 Stone masonry guardwa/1 (repair imits) (repair imits) (repair limits)

Typical wall section - Repair areas as directed by CO

EXISTING ASHLAR GUARDWALL TYPICAL

NOTE:

STATE PROJECT

SHEET

NUMBER

HI

HI ERFO/FTNP HAVO 10(4)

Crater Rim Drive Re airs

NPS PMIS NO,: 238625 & 258806

DRAWING NO.: 124-153038

C25

1, Dimensions shown are approximate and may be varied by the CO, 2, Repair retaining wall by restoring rock placement in damaged area, 3, Repaint the full length of the retaining wall, as needed, 4, Obtain and use rock similar in size, color and appearance as directed by the CO, Do not measure supplemental rock for seperate payment Rock included in Item 62003-0000, Stone Masonry, NO SCALE

Typical Repair Section

U,S, DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CRATER RIM DRIVE

RETAINING/ GUARD WALL

REPAIR

OPTION X

A-12

X0300 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $ $

X0320 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

6 EACH $ $

A00l � 62001 0000 STONE MASONRY

--5-0 --€B¥f) <h <h

A00l X0341 62003-0000 STONE MASONRY

ALL LPSM $ LPSM $ --

A00l � 62030 0000 REPORff STffim MASffi.fRY

--500 -H,fFf <h <h

X0380 62302-0100 SPECIAL LABOR, SLOPE SCALING

40 HOUR $ $

Submitted by: Schedule Total:

Bid Schedule Schedule:X Schedule Type:Options

Project No:HI FTNP HAVO 10(4)

Project Name:Crater Rim Dr Seismic Spot Repairs

Amendment A001 11/01/2019

E-37

HI ERFO/FTNP 10(4)

Crater Rim Drive Repairs

(i) Delete the text and substitute the following:

Limit construction-caused delays to public traffic to a maximum of 15 minutes per passage through the project. Provide for and allow emergency vehicles to pass through the construction zones without delay. Do not impede emergency vehicle access to roadside facilities adjacent to or within the project limits.

Add the following:

(k) Limit the length of area affected as approved by the CO. See Subsection 108.01 for limitations on work.

(m) Chain of Craters Road may be closed for up to 3 weeks for construction, including rock scaling. Do not close Chain of Craters Road until Crater Rim Drive (beyond Kilauea Military Camp) and Kilauea Overlook are both open.

(n) Hilina Pali Road between Chain of Craters Road and the Kulanaokuaiki Campground can be closed for one week after Chain of Craters Road is completed.

(o) Crater Rim Drive/Trail may be closed beyond the Devastation Trailhead parking area for up to 2 weeks for work required at DSR 0010-2 Sites A, B, and C, and DSR 0010-5 Keanakako’i Overlook. Do not implement the closure concurrently with the Chain of Craters Road closure. Do not implement the closure until Crater Rim Drive (beyond the Kilauea Military Camp) and Kilauea Overlook are open.

(p) At DSR Site 0010-1, Crater Rim Drive or the Access Road to the Kilauea Military Camp may be closed interchangeably during construction as required to construct the work. Both roads may not be closed at the same time.

(q) All work sites currently under NPS closure may remain closed until construction is completed.

Section 157. — SOIL EROSION CONTROL, SEDIMENT CONTROL, AND

POLLUTION PREVENTION

Description

157.01 This work consists of preparing and managing a Stormwater Pollution Prevention Plan (SWPPP) including non-stormwater pollution prevention. This work also consists of implementing the SWPPP including but not limited to furnishing, constructing, and maintaining soil erosion and sediment control devices to eliminate or minimize pollutants in stormwater discharges from the project.

Material

E-63

Crater Rim Drive Repairs

When a post cannot be placed at its normal location due to an impenetrable object an additional blockout may be added. If the post cannot be offset, follow the post in rock detail, the long span detail, or omit a post as shown in the plans.

Use the post length as shown in the plans. Do not change the post length or spacing in terminal sections.

617.11 Acceptance. Add the following:

Painting will be evaluated under Section 563.

Section 619. — FENCES, GATES, CATTLE GUARDS

AND BOLLARD POSTS

Delete the text of this Section and substitute the following:

Description

619.01 This work consists of designing and constructing fences, gates, cattle guards, and bollard posts and removing and resetting fence.

Material

619.02 Conform to the following Section and Subsections:

Chain link fence 710.03 Fence gates 710.05 Fence posts and bollards 710.04 Minor concrete 601 Neat hydraulic cement grout 725.13(a)(2) Precast concrete units and accessories 725.09(g) Reinforcing steel 709.01 Temporary plastic fence 710.11 Woven wire 710.02

Construction Requirements

619.03 Fences and Gates.

(a) General. Several types of post and cable fence exist in the Park. New post and cable fence is intended to match existing fence at the prescribed locations; however, precise installation details for new segments of fence are not provided. Furnish materials, including posts, cables, and other appurtenances, matching those of the existing fences. Submit drawings and proposed construction details according to Subsection 104.03 for review and approval by the CO.

E-91

Crater Rim Drive Repairs

(b) Liquid limit, AASHTO T 89, Method A 30 max.

Table 704-1 Select Borrow Gradation

Sieve Size Percent by Mass Passing Designated Sieve

(AASHTO T 27 & AASHTO T 11)

3 inch (75 mm) 100 1 inch (25 mm) 70 – 100 No. 4 (4.75 mm) 30 – 70 No. 200 (75 µm) 0.0 – 12.0

Section 710. — FENCE AND GUARDRAIL

710.04 Fence Posts and Bollards. Add the following:

(d) Recycled Plastic Lumber.

Plastic lumber shall be manufactured with recycled HDPE. Plastic Lumber shall be molded in one piece per specified size. All materials will have UV additives to prevent deterioration of the plastic lumber from exposure to UV light. HDPE will be made up of no less than 95% recycled material; both post-industrial and post-consumer. Finished plastic lumber will not rot, crack or splinter for a minimum of 50 years. It shall be resistant to termites, marine borers, salt spray, oil, and fungus.

710.06 Rail Elements.

(a) Metal beam rail. Delete the first sentence and substitute the following:

Furnish guardrail posts conforming to the Task Force 13 Guide to Standardized Roadside Safety Hardware.

(b) Box beam rail. Delete the first sentence and substitute the following:

Furnish guardrail posts conforming to the Task Force 13 Guide to Standardized Roadside Safety Hardware.

(d) Steel-backed log rail. Delete the second paragraph and substitute the following:

Fabricate steel backing elements according to ASTM A242.

710.07 Guardrail Posts. Delete the first sentence and substitute the following: