SF 30 Amend 004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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 your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

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

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

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable debbie debbie pschaad Line

AMENDMENT 004 Page 2 of 27

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment 004 Mulligan Road (Fort Belvoir Connector Road)

Project VA A-AD-48(1)

DTFH71-08-R-00012

The purpose of this Amendment is to extend the bid opening from 8/19/08 to 8/26/08 at 2:00pm:

1) Replace the Bid Schedule B-pages of the Solicitation Provisions to adjust pay quantities and add new or delete pay items related to erosion control and drainage work.

2) Revise the Special Contract Requirements (J pages) as follows:

a) Section 157 to clarify payment for temporary turf establishment; and

b) Section 621 to clarify settlement monitoring requirements.

3) Revise the Plans to replace tabulation of quantity sheets, pipe culvert summary sheets, erosion and sediment control plans, and detail sheets.

Solicitation Provision changes

1. Delete Solicitation Bid Schedule pages B-1 to B-13 and substitute revised Bid

Schedule pages B-1 to B-13.

Special Contract Requirement changes

1. Add Section 157 to the Special Contract Requirements, page J-27.

Section 157.—SOIL EROSION CONTROL

157.15. Delete the third paragraph and substitute the following:

Temporary turf establishment will not be measured for payment.

2. Add Section 621 to the Special Contract Requirements, page J-48.

Section 621.—MONUMENTS AND MARKERS

621.01. Add the following:

This work includes the installation of settlement monitoring monuments.

AMENDMENT 004 Page 3 of 27

621.03. Add the following:

The settlement points should consist of vertical 4-foot long pieces of steel rebar (No. 4 bar), the lower 2 feet of which are concreted or grouted into the top surfaces of the fills.

The settlement points should be surrounded by construction fencing material to protect them. The settlement points should be monitored twice a week until it can be determined that the settlement has essentially ceased. Submit all measurements to the CO.

Plan Sheet changes

1. Delete Plan Sheets C1, C2, C4, C5, C10, C11, M11, M11B, S32, S35, and S49 and substitute revised Plan Sheets C1, C2, C4, C5, C10, C11, M11, M11B, S32, S35, and S49.

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

B- 1 Page 4 of 27

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

8,000

LNFT $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE (SUPER SILT FENCE)

3,700

LNFT $_______________ $___________________

15705-0400 SOIL EROSION CONTROL, EARTH BERMS

9,200

LNFT $_______________ $___________________

15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE

LNFT $_______________ $___________________

15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-0300 SOIL EROSION CONTROL, SANDBAG

EACH $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2

15706-0500 SOIL EROSION CONTROL, INLET SEDIMENT TRAP (TY. A)

EACH $_______________ $___________________

15706-0500 SOIL EROSION CONTROL, INLET SEDIMENT TRAP (TY. B)

EACH $_______________ $___________________

15706-0600 SOIL EROSION CONTROL, RISER PIPE ASSEMBLY (TEMP. SEDIMENT

BASIN)

EACH $_______________ $___________________

15706-0600 SOIL EROSION CONTROL, RISER PIPE ASSEMBLY (SWM STRUCTURES)

EACH $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

38.0

ACRE $_______________ $___________________

20301-0400 REMOVAL OF BRIDGE

EACH $_______________ $___________________

20301-2700 REMOVAL OF STRUCTURE (CONCRETE BUNKER)

EACH $_______________ $___________________

20302-0900 REMOVAL OF FENCE, CHAIN LINK

LNFT $_______________ $___________________

20302-1200 REMOVAL OF GUARDRAIL

LNFT $_______________ $___________________

20310-1000 PLUG, EXISTING PIPE (TEMP. NEW PIPE PLUG)

EACH $_______________ $___________________

20402-0000 SUBEXCAVATION

8,000

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

8,000

CUYD $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

B- 3

20420-0000 EMBANKMENT CONSTRUCTION

166,000

CUYD $_______________ $___________________

20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

16,000

SQYD $_______________ $___________________

20701-1400 EARTHWORK GEOTEXTILE, TYPE IV-C

1,400

SQYD $_______________ $___________________

20801-0000 STRUCTURE EXCAVATION

CUYD $_______________ $___________________

20803-0000 STRUCTURAL BACKFILL

CUYD $_______________ $___________________

25102-2000 PLACED RIPRAP, CLASS 2

TON $_______________ $___________________

25102-3000 PLACED RIPRAP, CLASS 3

2,400

TON $_______________ $___________________

25102-4000 PLACED RIPRAP, CLASS 4

TON $_______________ $___________________

25302-2000 GABIONS, POLYVINYL CHLORIDE COATED

CUYD $_______________ $___________________

30101-4000 AGGREGATE BASE GRADING C OR D

36,500

TON $_______________ $___________________

55101-0800 PRECAST PRESTRESSED CONCRETE PILES, 18-INCH X 18-INCH, IN

PLACE

5,580

LNFT $_______________ $___________________

55101-1000 PRECAST PRESTRESSED CONCRETE PILES, 24-INCH X 24-INCH, IN

PLACE

1,710

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 4

55104-1000 DYNAMIC PILE LOAD TEST

EACH $_______________ $___________________

55120-0000 TEST PILES

LNFT $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

55201-1100 STRUCTURAL CONCRETE, CLASS HPC

CUYD $_______________ $___________________

55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE

SQYD $_______________ $___________________

55401-1000 REINFORCING STEEL

44,000

LB $_______________ $___________________

55401-2000 REINFORCING STEEL, EPOXY COATED

191,000

LB $_______________ $___________________

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

442,000

LB $_______________ $___________________

55601-0500 BRIDGE RAILING, CONCRETE

LNFT $_______________ $___________________

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL

LNFT $_______________ $___________________

56401-1000 BEARING DEVICE, ELASTOMERIC

EACH $_______________ $___________________

60103-0020 CONCRETE, HEADWALL FOR 6-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 5

60103-0080 CONCRETE, HEADWALL FOR 15-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-1980 CONCRETE, HEADWALL FOR 42-INCH EQUIVALENT DIAMETER PIPE

CULVERT

EACH $_______________ $___________________

60201-0500 15-INCH PIPE CULVERT

5,000

LNFT $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

1,500

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1300 54-INCH PIPE CULVERT

LNFT $_______________ $___________________

60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad Typewritten Text pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 6

60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60202-0700 42-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

LNFT $_______________ $___________________

60220-4150 12 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-1)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3A)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=8')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=10')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=12')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3B L=14')

EACH $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 7

60403-0000 INLET (VDOT STD. DI-3BB L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3BB L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3BB L=8')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-3C L=6')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-5)

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-12 L=4')

EACH $_______________ $___________________

60403-0000 INLET (VDOT STD. DI-12 L=6')

EACH $_______________ $___________________

60410-0000 SPRINGBOX (SPRING DRAIN)

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-1)

3,300

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-2)

8,100

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT UD-4)

8,500

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT CD-1)

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 8

60501-0000 STANDARD UNDERDRAIN SYSTEM (VDOT CD-2)

LNFT $_______________ $___________________

60510-1060 10-INCH OUTLET PIPE

LNFT $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (22-INCH DIAMETER

ENCASEMENT PIPE)

LNFT $_______________ $___________________

61103-1500 24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (36-INCH DIAMETER

ENCASEMENT PIPE)

LNFT $_______________ $___________________

61202-0800 8-INCH SEWER LINE, DUCTILE IRON

LNFT $_______________ $___________________

61202-0800 8-INCH SEWER LINE, DUCTILE IRON (18-INCH SEWER LINE, DUCTILE

IRON)

LNFT $_______________ $___________________

61401-0000 LEAN CONCRETE BACKFILL

CUYD $_______________ $___________________

61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT (BARB WIRE, 3 STRAND)

LNFT $_______________ $___________________

61902-2200 GATE, METAL, 34 FEET WIDTH

EACH $_______________ $___________________

62101-0000 MONUMENT (SETTLEMENT MONITORING)

EACH $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (UXO CONSTRUCTION

SUPPORT)

1,000

HOUR $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 9

62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

70,000

SQYD $_______________ $___________________

62502-0000 TURF ESTABLISHMENT

70,000

SQYD $_______________ $___________________

62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

9,200

SQYD $_______________ $___________________

62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A

4,100

SQYD $_______________ $___________________

62901-1400 ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

2,200

SQYD $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2700 TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES FOR

CRASH CUSHION

EACH $_______________ $___________________

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 10

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $19.00 $6,650.00

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

64501-0000 LOCATE UTILITIES

ALL Lump Sum $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: VA A-AD-48(1)

MULLIGAN ROAD (FORT BELVOIR CONNECTOR ROAD) – SCHEDULE A

Bid Schedule A

AMENDMENT 004

pschaad Typewritten Text pschaad

Project: VA A-AD-48(1)

KINGMAN ROAD BRIDGE – SCHEDULE B

B- 11

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

20701-1400 EARTHWORK GEOTEXTILE, TYPE IV-C

SQYD $_______________ $___________________

20801-0000 STRUCTURE EXCAVATION

CUYD $_______________ $___________________

20803-0000 STRUCTURAL BACKFILL

1,000

CUYD $_______________ $___________________

25102-1000 PLACED RIPRAP, CLASS 1

TON $_______________ $___________________

55101-0500 PRECAST PRESTRESSED CONCRETE PILES, 12-INCH X 12-INCH, IN

PLACE

4,832

LNFT $_______________ $___________________

55104-1000 DYNAMIC PILE LOAD TEST

EACH $_______________ $___________________

55120-0000 TEST PILES

LNFT $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

Project: VA A-AD-48(1)

KINGMAN ROAD BRIDGE – SCHEDULE B

Bid Schedule B

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 12

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

55201-1100 STRUCTURAL CONCRETE, CLASS HPC

CUYD $_______________ $___________________

55202-1000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE

SQYD $_______________ $___________________

55401-1000 REINFORCING STEEL

47,000

LB $_______________ $___________________

55401-2000 REINFORCING STEEL, EPOXY COATED

59,000

LB $_______________ $___________________

55401-2500 REINFORCING STEEL, GALVANIZED

3,100

LB $_______________ $___________________

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

198,000

LB $_______________ $___________________

55601-0500 BRIDGE RAILING, CONCRETE

LNFT $_______________ $___________________

55601-1200 BRIDGE RAILING, STEEL, THREE RAIL

LNFT $_______________ $___________________

56401-1000 BEARING DEVICE, ELASTOMERIC

EACH $_______________ $___________________

60203-0200 6-INCH SLOTTED DRAIN PIPE

LNFT $_______________ $___________________

Project: VA A-AD-48(1)

KINGMAN ROAD BRIDGE – SCHEDULE B

Bid Schedule B

AMENDMENT 004

pschaad

Estimated Quantity Unit Bid Price Amount Bid

B- 13

60902-0800 CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

LNFT $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: VA A-AD-48(1)

KINGMAN ROAD BRIDGE – SCHEDULE B

Bid Schedule B

AMENDMENT 004

pschaad

21400 Ridgetop Circle Sterling, VA 20166

1) Replace the Bid Schedule B-pages of the Solicitation Provisions to adjust pay quantities and add new or delete pay items related to erosion control and drainage work.

2) Revise the Special Contract Requirements (J pages) as follows:

a) Section 107 to add material requirements;

b) Section 157 to clarify payment for temporary turf establishment; and

c) Section 621 to clarify settlement monitoring requirements.

3) Revise the Plans to replace tabulation of quantity sheets, pipe culvert summary sheets, erosion and sediment control plans, and detail sheets.