Amendment A002.pdf

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

N/A

PAGE

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

A002 07/20/2020 N/A See Box 14

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

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

X

69056719R000010

9B. DATED (SEE ITEM 11)

06/19/2020

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) 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 1 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)

N/A

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

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

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.

N/A

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).

N/A

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

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

WY NPS YELL 2019(1), Roosevelt Lodge Parking Lot

See Page 2.

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.

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

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 07/20/2020 WY NPS YELL 2019(1) Solicitation No. 69056719R000010 Roosevelt Lodge Parking Lot

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 07/21/2020 to 07/23/2020 at

12:00PM PST.

PLANS

Plan Sheet E.14 Revises callout for Curb, log.

Plan Sheet K.2 Adds Note 2.

Plan Sheet K.3 Adds Note 2.

Plan Sheet K.7 Revises top right callout on Utility Junction Box Installation

Detail.

ENCLOSURES

Plan Sheets:

E.14 K.2 through K.3 K.7

Page(s) not included due to Pen and Ink change(s):

A-3

New bid opening date: 07/23/2020

N

10 200510

Scale in feet

P C

E d g e o f T ra v e l

W a y

.8

R t.

Mainline

M a in lin e

Slope stake limits

Slope stake limits constructed

Line to be

Pavement, Type 1

Asphalt Concrete

Pavement, Type 1

Asphalt Concrete

End construction of Mainline

Mainline 27+16.85 =

Mainline 18+36.55

C u rb

L o g

(C a st

C o n c re te

P C

E d g e o f T ra v e l

W a y

.9

L t.

(P re s s u re T re a te d

-i n c h

D ia m e te r)

LEGEND

Lanscape areas

Cobblestone Paving 2 Revised by Amendment A002

35'R

R

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 2019(1) E.14

NPS Drwg No. 101/159928

NPS PMIS No. 212557 & 222035

:1

P

M

J u ly

M a in li n e P la n t o

.8 c p w w o r k \d

\r o o s e v e lt m a in li n e p la n p r o f .d g n

MAINLINE PLAN

24+30 TO 27+01.85

E.15

E.15

DI

N38°39'03"W

S8 5°

'4 5"

W

'125.66L =

'80.00T =

'80.00R =

(LT)90°00'00"Δ =

24+11.37PI

'78.10L = '42.48T = '80.00R =

(LT)55°56'12"Δ =

26+05.38PI

23+31.37

PC

.0

T

.9

C

.0

PT

1. All utility box, junction boxes shown are to be traffic rated.

See Sheet K.7 for details.

NOTE:

Revised by Amendment A0011

2. Install conduit to connect both junction boxes on this Sheet.

Revised by Amendment A002

Revised by Amendment A001

NOTE:

1. All utility box, junction boxes shown are to be traffic rated.

See Sheet K.7 for details.

12. Do not install conduit between utility box, junction boxes on this sheet2

2 Revised by Amendment A002

MANHOLE DIMENSION TABLE

MINIMUM DIAMETER WALL (D) THICKNESS

48" 4" l

Traffic rated manhole cover frame and lid; wrought iron, black steel, or other material as approved by the CO.

2" grade ring.

Precast Manhole, 48-inch nominal inside diameter c.- Q) 0 Q) �

"'i' § .c ...,u u

Jg-e :c:

: O �

N..C 0 T'""'l_(J) C bedding = material �g

MINIMUM MAXIMUM MINIMUM

BASE KNOCKOUT DISTANCE

BETWEEN THICKNESS SIZE

6" 12"

PLAN VIEW

Roadway

KNOCKOUTS

8"

Precast Manhole, 48-inch nominal inside diameter

Booted pipe connection conforming to ASTM C-923

8"PVC

sanitary pipe (typical) finish gr d

J . - . -

Formed pipe invert

Booted pipe connection conforming to

ASTM C-923

8"PVC

sanitary pipe (typical)

SECTION VIEW

SHALLOW SANITARY MANHOLE DETAIL

NPS PMIS No. 212557 & 222035 NPS Drw . No. 101 159928

Seal both conduit ends with with removable plugs or caps.

C

C. u - •

Q) Q)

Q) VJ

u

- C

- Q) �E

> ro C.

---------- 1-1/2" schedule 80 PVC electrical conduit

STATE PROJECT

WY NPS YELL 2019(1)

H20 loading Traffic rated precast ,aely-FRer concrete pull box with traffic rated bolt-down lid. Size box accoriding to need, minimum 11" x 17" approximate inside dimensions, 12" depth. Lid to be stamped

"ELECTRIC" e, ":raEPIJ0,\'£ 11 B!J a,a,are,ariat;e fer b�Jr 1:1-Sage.

SECTION VIEW

UTILITY .JUNCTION BOX

INSTALLATION DETAIL

NO SCALE

& Revised by Amendment A002

SANITARY, ELECTRICAL,

AND TELEPHONE DETAILS

SHEET

NUMBE

K.7