Amendment 0004 - NP-BLRI 2D17.pdf

(x)

693C7322R000008 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1412/09/20210004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

10/21/2021

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project NP-BLRI 2D17

The purpose of this Amendment is to:

1) Revise plan sheets to address permitting agency's concerns.

2) Revise B-Pages to change quantities for two (2) pay items.

3) Revise RFP Statement to make required changes.

4) Revise B-Pages Proposal Instructions to make required changes.

5) Respond to bidder questions.

6) The proposal due date remains January 18, 2022, at 2:00 pm EST.

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

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

Amendment 0004

Info Page 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0004

Project NP-BLRI 2D17

Laurel Fork Bridge Replacement

Solicitation: 693C73-22-R-000008

The purpose of this Amendment is to:

1) Revise plan sheets to address permitting agency’s concerns.

2) Revise B-Pages to change quantities for two (2) pay items.

3) Revise RFP Statement to make required changes.

4) Revise B-Pages Proposal Instructions to make required changes.

5) Respond to bidder questions.

6) The proposal due date remains January 18, 2022, at 2:00 pm EST.

Request for Proposal Changes

1) Replace plan sheets A03, C01 through C04, C10, D03, M01 and M07 through M11.

2) Replace B-Pages (B-1 through B-7) pages.

3) Delete first sentence of the first paragraph on page 3 of the RFP Statement and substitute the following:

Submit two (2) unbound paper copies and one (1) CD-ROM (or a USB stick) copy of the

Price Proposal.

4) Delete Subsection 1.B.(b)(2) of the B-Pages Proposal Instructions (Page 3) and substitute the following:

(2) Documentation that shows direct experience of the Offeror, and/or experience of subcontractors that the Offeror proposes to utilize in the execution of this project. Submit documentation that shows direct experience of the Contractor/subcontractor in constructing precast concrete box girder segmental bridges by providing at least one (1), but no more than three (3) precast concrete box girder segmental bridge example projects completed in the past eleven (11) years similar in scope and size to the Laurel Fork Bridge project. Offerors are to include the experience of the entire prime and subcontracting team that will perform the work on this project.

Info Page 2 of 2

5) Respond to bidder questions:

Question: Page J-47 states a Maximum foot-print of 105’ X 30‘for the Optional Temporary

Bridge and 85’X 30‘Maximum foot-print on the temporary bridge for the South Staging area.

To achieve a 30’ open roadway, can our temporary bridge substructure be wider, if out of the

Buffer Zone?

Response: We don’t recommend modifying the widths of the temporary bridges even if their ends are outside of the buffer zone. The bridges are over the buffer zone, so any additional widths will be considered a disturbance. We have applied for permits with the plans as currently shown. The plans would need to be updated to show the footprint of the bridge, and the associated impacts to the trout buffer, and possibly additional wetland impacts would need to be calculated and included in the permits. If the contractor proposes changes that will result in additional disturbance, the contractor will be responsible for updating the environmental permits obtained by the government. The contractor would not get additional time for delays due to permitting.

Question: Page 3 of the Bid Schedule Instruction, Item 1.B.b.(2) states:

(2) Documentation that shows direct experience of the Offeror, and/or experience of subcontractors that the Offeror proposes to utilize in the execution of this project. Submit documentation that shows direct experience of the Contractor/subcontractor in constructing precast concrete box girder segmental bridges by providing at least one (1), but no more than three (3) precast concrete box girder segmental bridge example projects completed in the past five (5) years similar in scope and size to the Laurel Fork Bridge project. Can the window for example projects be expanded to include the Foothills Parkway Project PRA FOOT 8E17 Bridge

2 project Bridge from 2011? The referenced project is similar in scope and construction to the current project. The Blue Ridge Parkway over IH-26 is currently under construction, would this project currently under construction be considered for satisfying this specification requirement?

Response: Under an upcoming amendment (Amendment 004), the performance window will be expanded to count all projects that have been completed within the last 11 years, so the Foothills

Parkway Project PRA FOOT 8E17 Bridge 2 project Bridge from 2011 will be acceptable for inclusion. Since the Blue Ridge Parkway over I-26 is currently under construction, this project will not be considered an acceptable example project as the post-tensioning has not been completed while the above requirement clearly states that the projects have to be “completed”.

Question: Under Submittals on page 2 of the Request for Proposal it states:

Submit two (2) unbound paper copies and one (1) CD-ROM copy of the Price Proposal. Submit the Price Proposal separately from the Technical Proposal in a sealed envelope and clearly labeled as the “Price Proposal.” Will either a CD-ROM or USB memory stick be acceptable?

Response: A USB memory stick will be acceptable. This change will be added to the upcoming amendment (Amendment 004).

B - 1

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM (BYPASS

PUMPING)

ALL LPSM $___LPSM_____ $____________

0004 A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,150 LNFT $____________ $____________

A0120 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS

320 LNFT $____________ $____________

A0140 15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-INCH

EQUIVALENT DIAMETER ARCH)

165 LNFT $____________ $____________

A0160 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

140 LNFT $____________ $____________

A0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

2 EACH $____________ $____________

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0220 15706-2200 SOIL EROSION CONTROL, FILTER BAG

1 EACH $____________ $____________

A0240 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0260 20101-0000 CLEARING AND GRUBBING

3.1 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

Project Name:Blue Ridge Parkway Laurel Fork Bridge Replacement

B - 2

A0280 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

A0300 20302-0800 REMOVAL OF FENCE, BARBED WIRE

170 LNFT $____________ $____________

A0320 20302-2100 REMOVAL OF PIPE CULVERT

35 LNFT $____________ $____________

A0340 20303-1500 REMOVAL OF PAVED WATERWAY, STONE

110 SQYD $____________ $____________

A0360 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,470 SQYD $____________ $____________

A0380 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A0400 20401-0000 ROADWAY EXCAVATION

300 CUYD $____________ $____________

A0420 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,840 SQYD $____________ $____________

A0440 20801-0000 STRUCTURE EXCAVATION

1,700 CUYD $____________ $____________

A0460 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

12 TON $____________ $____________

A0480 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

62 TON $____________ $____________

A0500 25501-0000 MECHANICALLY STABILIZED EARTH WALL (MODULAR BLOCK WITH

STONE MASONRY FACING)

3,220 SQFT $____________ $____________

A0520 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL

DESIGN (MODULAR BLOCK WITH STONE MASONRY FACING)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

B - 3

A0540 30101-4000 AGGREGATE BASE GRADING C OR D

1,750 TON $____________ $____________

A0560 31302-0000 AGGREGATE-TOPSOIL COURSE (VARIABLE DEPTH)

2,900 SQYD $____________ $____________

A0580 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

410 SQYD $____________ $____________

A0600 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL , PG 64-22, TYPE IV

PAVEMENT ROUGHNESS

460 TON $____________ $____________

A0620 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL , PG 64-22

205 TON $____________ $____________

A0640 41202-0000 TACK COAT

310 GAL $____________ $____________

A0660 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

490 SQYD $____________ $____________

A0680 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ABUTMENT BACKWALLS,

WINGWALLS)

195 CUYD $____________ $____________

A0700 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PIER CAPS, BRACES)

230 CUYD $____________ $____________

A0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (PIER FOOTINGS)

410 CUYD $____________ $____________

A0740 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ABUTMENT STEMS)

240 CUYD $____________ $____________

A0760 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

135 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

B - 4

A0780 55235-0000 EXPANSION JOINTS (WINGWALL/MSE WALL)

97 LNFT $____________ $____________

A0800 55235-0000 EXPANSION JOINTS (MODULAR)

59 LNFT $____________ $____________

A0820 55401-1000 REINFORCING STEEL

158,000 LB $____________ $____________

A0840 55601-0500 BRIDGE RAILING, CONCRETE

1,090 LNFT $____________ $____________

A0860 55901-0000 MEMBRANE WATERPROOFING

1,580 SQYD $____________ $____________

A0880 56401-4000 BEARING DEVICE, DISK

8 EACH $____________ $____________

A0900 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER (ROCK SOCKET)

170 LNFT $____________ $____________

A0920 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

63 LNFT $____________ $____________

A0940 56501-0900 DRILLED SHAFT, 72-INCH DIAMETER

120 LNFT $____________ $____________

A0960 56501-0900 DRILLED SHAFT, 72-INCH DIAMETER (ROCK SOCKET)

45 LNFT $____________ $____________

A0980 57502-0000 TEMPORARY BRIDGE (105 FEET BY 30 FEET)

ALL LPSM $___LPSM_____ $____________

A1000 57502-0000 TEMPORARY BRIDGE (85 FEET BY 30 FEET, OPTIONAL)

ALL LPSM $___LPSM_____ $____________

A1020 58601-0000 PRECAST SEGMENTAL CONCRETE (SUPERSTRUCTURE CASTING AND

TRANSPORT)

1,530 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

B - 5

A1040 58601-0000 PRECAST SEGMENTAL CONCRETE (PIER CASTING, TRANSPORT, AND

ERECTION)

325 CUYD $____________ $____________

A1060 58602-0000 PRECAST SEGMENTAL CONCRETE (SUPERSTRUCTURE ERECTION)

ALL LPSM $___LPSM_____ $____________

A1080 58701-0000 POST-TENSIONING SYSTEM (PIERS)

ALL LPSM $___LPSM_____ $____________

A1100 58701-0000 POST-TENSIONING SYSTEM (SUPERSTRUCTURE)

ALL LPSM $___LPSM_____ $____________

A1120 60201-0600 18-INCH PIPE CULVERT (CONCRETE)

8 LNFT $____________ $____________

A1140 60201-1000 36-INCH PIPE CULVERT

26 LNFT $____________ $____________

A1160 60403-0900 INLET, FLH TYPE 4B

1 EACH $____________ $____________

A1180 60801-0300 PAVED WATERWAY, TYPE 3

155 SQYD $____________ $____________

A1200 61701-4000 GUARDRAIL SYSTEM SBTB

20 LNFT $____________ $____________

A1220 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

2 EACH $____________ $____________

A1240 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

48 LNFT $____________ $____________

A1260 61901-1600 FENCE, CHAIN LINK, 48-INCH HEIGHT

65 LNFT $____________ $____________

A1280 61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT

130 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

B - 6

A1300 61902-0500 GATE, WOOD, 16 FEET WIDTH

1 EACH $____________ $____________

A1320 61902-3800 GATE, CHAIN LINK, 22 FEET WIDTH

2 EACH $____________ $____________

A1340 62002-0000 STONE MASONRY (ABUTMENT)

290 SQYD $____________ $____________

A1360 62010-1000 STONE MASONRY GUARDWALL

134 LNFT $____________ $____________

A1380 62010-7000 STONE MASONRY PARAPET (APPROACH SLAB PARAPET)

86 LNFT $____________ $____________

A1400 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A1420 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

3.1 ACRE $____________ $____________

A1440 62501-0000 TURF ESTABLISHMENT

3.1 ACRE $____________ $____________

A1460 62902-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

3.1 ACRE $____________ $____________

A1480 63316-1000 REMOVE AND RESET SIGN (AND MILE MARKER)

2 EACH $____________ $____________

A1500 63401-2300 PAVEMENT MARKINGS, TYPE L, SOLID

2,850 LNFT $____________ $____________

A1520 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

24 EACH $____________ $____________

A1540 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1560 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

70 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

B - 7

0004 A1580 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,800 LNFT $____________ $____________

A1600 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,100 SQFT $____________ $____________

A1620 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1640 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (TEMPORARY ACCESS ROADS)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2D17

N

AREA PATTERN

Paved waterway, type 3

VariesVar.

Aggregate surface

Cubic yardcuyd

Ordinary high water markOHWM

Buffer zone

Steel-backed timber guardrailSBT

AmendmentAMD

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

AMD #4 - Added new abbreviation

NO. DATE BY REVISIONS

12/08/21

Siou

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

SYMBOLS AND ABBREVIATIONS

AMENDMENT #4 1

NOTE:

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

:2

A

M

D e c e m b e r

S

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E T f h f l1 f il e s e r v e .f lh d .f h w a .d o t.

g o v \d a ta

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\A m e n d m e n t

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B

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 A03

NPS Drwg. No. 601/152750 NPS PMIS No. 186570

Sheet 1 of 2

AMD #4 - Revised quantity

12/06/21

U.S. DEPARTMENT OF TRANSPORTATION

TABULATION OF QUANTITIES

BLUE RIDGE PARKWAY

1AMENDMENT #4

:2 e c e m b e r

C

C f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

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\C

B

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I

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A

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 C01

Sheet 2 of 2

12/06/21

TABULATION OF QUANTITIES

1AMENDMENT #4

:2 e c e m b e r

C

C f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

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\A m e n d m e n t

\C

B

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A

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 C02

Sheet 1 of 8

AMD #4 - Added quantity

11/26/21

SUMMARIES AND SCHEDULES

21AMENDMENT #4

:3 e c e m b e r

C

C f h f l1 f il e s e r v e .f lh d

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\A m e n d m e n t

\C

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A

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 C03

Sheet 2 of 8

1AMENDMENT #4

:3 e c e m b e r

C

C f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

g o v \d a ta

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A

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 C04

Sheet 8 of 8

AMD #4 - Deleted quantity

21AMENDMENT #4

:5 e c e m b e r

C

C f h f l1 f il e s e r v e .f lh d

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 C10

18" CMP Buried

RCA

INV 2884.1'

Acr eag e 0 .75 Lot n/a

DB/P

age

8/1 Pla t/Pa ge 4/3

74A

Owner : W

ILHELM,

DALE F

& K

ATHY B

Par cel

ID 1

4 0

Acreage 1 Lot n/a DB/Page 338/1134 Plat/Page 4/374A

Owner: WILHELM, DALE F & KATHY B

Parcel ID 14437024 002

Pav ed

Wate r W ay

0 2

0 2900

OHWM 2841.95'

OHWM 2835.12'

OHWM 2835.61'

OHWM 2856.86'

OHWM 2853.92'

0 2

1"

PVC (

Unk no wn U tl)

1.5 " P

VC (

Unk no wn U tl)

IN

V

.2 1'

IN

V

.8 7'

CMP

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.1 4'

C

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IN

V

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0 2900

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Wate r W ay

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SR 1613 that connects to Route 18 (Sparta Road).

access road (Agricultural access), use the east end of

For access to and from the temporary construction7.

contours as directed by the CO.

wide, and regrade the area to the preconstruction the temporary construction access road, the 30-foot

When construction activities are complete, remove6.

aggregate base as directed by the CO.

10-foot wide road with a minimum of 4-inch depth access road (Agricultural access), and restore to a

2 feet on each side of the 14-foot temporary construction

When construction activities are complete, remove5.

construction. See M sheets for more information.

Maintain Agricultural access at all times during4.

according to Section 575 at the Contractor's option.

Construct 85 ft (length) x 30 ft (width) temporary bridge3.

according to Section 575.

Construct 105 ft (length) x 30 ft (width) temporary bridge2.

and M sheets for more information.

See temporary construction access Typical Sections1.

riprap, class 3, at outlet side.

stone masonry headwalls. Place 14 tons of

Install 36" x 26' of pipe culvert and 2

Remove 22' of existing pipe culvert.

See Note 4

Notes:

Existing highway easement

Existing NPS boundary varies, area= 12,010 sqft. See Note 6.

construction access road, 30-ft width and

50+40.0 - 52+77.3, construct temporary

14-ft width, area= 1,937 sqft. See Note 5.

construction access road (agricultural access), 10+00.0 - 11+38.4, construct temporary varies, area= 11,079 sqft. See Note 6.

construction access road, 30-ft width and

53+82.3 - 58+29.5, construct temporary road, 30-ft width, area= 4,865 sqft. See Note 6.

Construct temporary construction access

Staging Area 2

Blue Ridge Parkway

14-ft width, area= 9,101 sqft. See Note 5.

construction access road (agricultural access), 11+68.8 - 18+00.5, construct temporary

See Note 2 elliptical pipe culvert equivalent diameter arch or

Install temporary 18" x 134'

See Note 3

S ta g in g A re a

Trail. Do not disturb trail.

Existing Mountain Sea

Do not disturb existing steps.

Existing trail steps to remain.

Install gate, 16-ft wide construction exit

Construct stabilized barbed wire

Remove 170' of existing fence, Do not disturb fence.

Existing fence to remain.

La ur el F or k C re ek

Wetlands (typ)

To SR 18

See Note 6

Unnamed Creek

Unnam ed Creek of existing stone paved waterway.

118+33 to 119+40 LT, remove 107'

SCALE IN FEET

0 50 100

AMD #4 - Added buffer zone patterns

AMD #4 - Added Unnamed Creek label

AMD #4 - Revised access road area

AMD #4 - Deleted callout

11/29/21

U.S. DEPARTMENT OF TRANSPORTATION

ACCESS ROADS

TEMPORARY CONSTRUCTION

.0

P

C

.5

C

C

C

C

.0

P O

B

.1

P O

E

6 1 7 1 8 1

11+02.17 PC

11+ 19.

PT

11+88.11 PC

PT

14+ 38.39

PC

15+06.42

PT

15+85.40

PC

16+15.34 PT

16+66.48 PC

17+13.3

PT

10+57.46 PT

11+ 27.

PC

11+47.28 PT

13+ 72.27

.0

PO

B

18+11.7

POE

.6

51+89.96 PT

.8

.2

.0

PO

B

.7

P

E

:3 e c e m b e r

D f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d

\P r o j_ D e v

\C A

D D

\O p e n

R o a d

\A m e n d m e n t

\D

B

L R

I

D

C o n s t_

A c c e s s

A M

D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 D03

NPS Drwg. No. 601/152750 NPS PMIS No. 186570

So uth La ure l F ork Rd (S

R 1

3)

1AMENDMENT #4 3

2 4

Stabilize all areas that are disturbed due to the removal of sediment control devices-

Remove silt fence after all upslope areas are stabilized and vegetation is well established.-

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized riprap slopes-vegetation has not established

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas where-permanently stabilize disturbed areas:

After the completion of roadway construction and culvert replacement, do the following as directed by the CO to or 1-202-267-2675.

Report spills large enough to discharge to surface water to the National Response Center (NRC) at 1-800-424-8802-waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance-

Collect and store all waste in dumpsters, or in metal or plastic drums as appropriate.

Solid waste resulting from the construction will consist of construction debris, garbage, and empty containers.-

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas.-

Cover stockpiled soil with plastic or surround it with silt fence.

Stockpile topsoil stripped from the construction area in an area that will not interfere with construction phases.-

In general, preserve existing vegetation, trees, and shrubs.-of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain regularly all mechanized equipment used in or near surface waters to prevent contamination-

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.-measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control-

Do not allow construction vehicles to track sediment outside the project limits.-

Do not drive construction equipment across flowing waterways.-type, size, or location of any control or practice without prior approval from the CO.

Install all erosion and sediment control measures as directed by the Contracting Officer (CO). Do not modify the-

Employ temporary stabilization practices in incremental stages as construction proceeds.-control.

control measures with roadway activities to assure economical, effective, and continuous erosion and sediment erosion, particularly at the toe of fills. Coordinate the installation, use, and removal of erosion and sediment

Install fiber roll per Detail 157-04 in all areas of ground disturbance where sheet flow may cause-in conjunction with the construction of this project. These include:

Temporary Best Management Practices (BMP) to reduce erosion as a result of project work will be implemented the erosion and sediment controls.

Requirements. The attached Erosion and Sediment Control Plan, M04 provides details regarding the installation of

Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 and in the Special Contract

Erosion Control and Turf Establishment measures listed in this narrative are defined and outlined in the Standard

EROSION AND SEDIMENT CONTROLS

0.85. The Runoff Coefficient after construction will be 0.85. See Sheet M05 and M06 for the Soil Maps.

the reconstructed stone masonry guardwall and paved waterway. The Runoff Coefficient prior to construction is

Blue Ridge Parkway is a paved roadway. Approximately 0.004 acres of new impervious surface will be created by

3.9 acres.

reconstruction, and temporary access road construction. The total disturbed area for the project is approximately

Soil disturbing activities will mainly include clearing and grubbing for bridge replacement, roadway approach

SUMMARY

The receiving water is Laurel Fork Creek. The project is located in Ashe County, North Carolina.

micellaneous works.

aggregate base, asphalt paving, stone masonry guardwall, steel-backed timber guardrail, drainage, and other

This work includes Laurel Fork Bridge replacement, Mechanically Stabilized Earth wall construction, grading, This project consists of the reconstruction of a 0.1-mile segment of Blue Ridge Parkway over Laurel Fork Creek.

PROJECT DESCRIPTION

project.

Provide the CO with copies of the inspection and maintenance records every month, and at the completion of the of inspection and repairs.

If visible sedimentation is found off-site, take immediate measures to clean up the site. Maintain written records damaged shields to prevent debris from entering waterways.

Debris shields - Inspect, check, and remove accumulations daily from the debris shields. Repair or replace any needed after the rainfall, or as directed by the CO.

Slope drain (plastic lined waterway) - check the slope drain daily for punctures, breaks, or other damage. Repair as capacity.

for capacity. Immediately cease pumping and replace damaged filter bag, or bag that have reached their rated Filter bag - check the filter bag daily during the dewatering operations for punctures, tears, or other damage, and staples and stakes to make sure they are secured in the ground.

and erosion beneath the matting. Replacement of matting may be necessary if damaged by equipment. Check and then up the side slopes. Inspect matting after every significant rainfall (0.5 inch or greater) even for damage slope. Do not stretch matting. For culvert inlets and ditches, install matting along the bottom of the ditches first Rolled erosion control product - Unroll and lay matting out down slope face (in direction of flow). Anchor at top of or damaged. Repair or replace split, torn, unraveled, or slumping fiber rolls.

Check dam (fiber roll) - inspect to ensure that the check dams remain firmly anchored in place and are not crushed

Repair as needed after the rainfall, or as directed by the CO.

iber roll inlet protection - check the inlet protection daily for punctures, breaks, or other damage, and capacity.

Silt fence-duration) In general check all erosion and sediment control measure daily, after every significant (0.5 inch in 24-hour

Section 157, details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according to

MAINTENANCE AND INSPECTION PROCEDURES

vegetation was not established. Inspect, clean and repair inlet protection, riprap basins and stabilized channels.

Where necessary, replace eroded topsoil and re-applay permanent turf establishment ot disturbed areas where

Remove all other perimeter controls when directed by the CO.- Remove silt fence only after all upslope areas are stabilized and vegetation is well established.-where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas- Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.-

After completion of roadway construction do the following as directed by the CO:

PHASE III- Final Construction / Stabilization

Apply temporary turf establishment to stockpiles remaining in place longer than 14 days, or when directed by the CO.

Provide silt fence around all stockpiled excavated roadway material.

Do not allow ponded water to encroach into the travel lanes.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm runoff.

according to Section 625. These areas may include the existing piers.

As soon as practical, but not to exceed 7 calendar days, apply permanent turf establishment to the finished slopes or as directed by the CO. These areas may include the disturbed areas along the construction access roads.

Apply temporary turf establishment in completed disturbed areas that will remain exposed for over 7 calendar days, problems.

The CO may direct the installation of certain controls in order to forestall or mitigate potential or existing erosion approval before installing any control not specified in the SWPPP/ECN.

diversion berm bypass pumping, and filter bag for dewatering at the pipe culvert installation. Obtain the CO’s and Sediment Control Plans, sheets M07-M10. Install check dams (fiber roll) in ditches along the roadway, temporary Apply intermediate controls during rough grading operations. Install silt fence in areas called out on the Erosion

PHASE II: Intermediate Controls

Install the debris shields before the bridge removal operation according to Section 203.

(fiber roll), slope drains (plastic lined waterway), and other approved measures outside the construction limits.

ensure that disturbed sediment does not leave the project site. Perimeter controls include silt fence, check dams Prior to any clearing, grubbing, excavation, and bridge demolition and removal, construct perimeter controls to

PHASE I: Establish Perimeter Controls

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

Requirements for the fertilizing, seeding, and mulching requirements.

See Permanent Revegetation Plan, Sheet M11, for the seed rates. See Section 625 in the Special contract Stabilize 3.1 acres as a result of this project. The area will be prepared for turf establishment with topsoil and mulch.

VEGETATIVE STABILIZATION

Sheet 1 of 4

U.S. DEPARTMENT OF TRANSPORTATION

NARRATIVE

EROSION AND SEDIMENT CONTROL

BLUE RIDGE PARKWAY

11/26/21 Siou removal"

AMD #4 - Inserted "bridge demolition and fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P ro j_

D e v \C

A D

D \O p e n R o a d

-1

-2

\A m e n d m e n t \M

-M

B

L R

I2 D n a r-

P e rm it A

M D

.d g n

:4 e c e m b e r

D fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P ro j_

D e v \C

A D

D \O p e n R o a d

-1

-2

\A m e n d m e n t \M

-M

B

L R

I2 D n a r-

P e rm it A

M D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M01

802885

NAIL

Covered

32.51'PC

NAIL

R C

P x .1

TBAR

TBAR

I N

V

.3

MP

TBAR

NAIL

TBAR

NAIL

40789

NAIL

IN

V

.3

40788

NAIL

x .7

'R

C P

TBAR

TBAR

NAIL

TBAR

TBAR

I N

V

.3

IN

V

.0

N

435' of temporary plastic fence

108+30.0 - 112+41.7 RT, install install inlet protection

109+28 RT,

install 332' of silt fence

108+30 - 111+60 LT,

line waterway)

Install slope drain (plastic check dams (fiber roll), 50' spacing

109+83 - 110+83 RT, install 3

BLUE RIDGE PARKWAY

SOUTH LAUREL FORK ROAD

108+30.0

17.0' LT

108+30.0

17.0' RT

109+40.0

17.0' LT

109+81.0

42.0' LT

110+40.0

45.0' RT

109+73.0

36.2' RT

108+73.0

32.0' RT

NPS boundary

108+73.0

17.0' RT

SCALE IN FEET

0 25 50

Sheet 1 of 4

AMD #4 - Revised temporary plastic fence length

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

EROSION AND SEDIMENT CONTROL

C

.0

P

:1 e c e m b e r

M

S h e e t] f h f l1 f il e s e r v e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P r o j_

D e v \C

A D

D \O p e n R o a d

\A m e n d m e n t

\M

M

B

L R

I D e s p la n P e r m it A

M D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M07

OHWM 2835.12'

OHWM 2835.61'

TBAR

NAIL

NAIL

NAIL2

NAIL

NAIL

NAIL

IN

V

.2 1'

IN

V

.8 7'

CMP

"x

.1 4'

OHWM 2856.86'

OHWM 2853.92'

NAIL

NAIL

NAIL

NAIL

TBAR

TBAR

TBAR

NAIL

TBAR

N

143' of temporary plastic fence

111+60.0 - 113+00.7 LT, install

75' of silt fence

111+91.0, install

75' of silt fence

112+19.0, install

93' of silt fence

112+54.0, install install 122' of silt fence

113+00.7 - 114+10.5 LT,

install 229' of silt fence

51+11.7 - 51+15.8 LT to RT, 80' of silt fence

111+65, install

Creek bank

Edge of buffer zone

Do not disturb trail.

Existing Mountains-to-Sea Trail.

fence

126' of temporary plastic

10+00 - 11+20.5 LT, install of silt fence

11+65.6 - 12+96.1 RT, install 245'

Staging Area 2

Staging Area 1 of riprap, class 2

Place 4 tons road, 14-ft wide

Temporary construction access

115+70.0, install 75' of silt fence

Temporary Bridge

160' of temporary slope drain

110+83.0 - 112+43 RT, install

170' of temporary slope drain

54+53.6 - 56+28.4 RT, install

BLUE RIDGE PARKWAY

information.

See Details E157-09 and E157-10 for more temporary diversion berm bypass pumping.

pipe culvert replacement work area. Install

Install filter bag for the dewatering from the

Notes:

1. 51+45.8 to 52+89.1 RT, install 120 ft of silt fence.

2. Apply permanent turf establishment to the pier finished slope areas within 7 calendar days, or as directed by the CO.

See Note 2.

Existing piers. (typ.)

dams (fiber roll), 50' spacing.

12+38.0 - 13+35.0 LT, install 3 check

25'

Place 4 tons of riprap, class 2

25'

25' install 131' of silt fence

10+00.0 - 11+30.8 RT,

Wetlands

Wetlands

Tem porary Bridge

L A

U R

E L F

O R

K C

R E E

K

111+60.0

45.0' LT

113+00.7

54.6' LT

112+17.1

32' LT

113+00.7

32.6' LT

10+00.0

16.6' RT

10+00.0

18.0' LT

dam (fiber roll) install 1 check

53+88.0 LT,

Place 4 tons of riprap, class 2

11+30.8

16.6' LT

11+20.5

18.0' LT

134' of temporary slope drain

54+64.1 - 55+94.0 LT, install

50+13.4

6.5' LT

50+22.3

7.2' RT

51+11.7

51.5' LT

51+06.9

48.6' RT

13+48.4

184.6' RT

51+72.5

49.4' RT

12+12.3

55.4' RT

12+49.0, 18.0' LT

12+31.5

13.0' RT

See Note 1

163.3'

13+94.2

23.0' RT

30'

46'

40.8'

16.7'

20.3'

41'

41'

13+20.0, 18.0' LT

13+72.3

23.0' RT

12+96.1, 31' RT

13+17.1, 13.0' RT

11+96.3

86.4' RT

30'

14+34.5

7.0' RT

13+72.3

46.2' RT

12+04.6

77.2' RT

of silt fence

13+09.3 - 14+49.8 RT, install 258'

25'

CREEK

UNNAMED

14+49.8

168.8' RT

12+19.1

47.2' RT

Edge of buffer zone

25'

SCALE IN FEET

0 25 50

Sheet 2 of 4

AMD #4 - Replaced entire Sheet M08

U.S. DEPARTMENT OF TRANSPORTATION

AMENDMENT #4 1

C

11+02.17 PC

11+ 19.

PT

11+88.11 PC

10+57.46 PT

11+ 27.

PC

11+47.28 PT

.0

PO

B

.6

51+89.96 PT

.0

PO

:1 e c e m b e r

M

S h e f h f l1 f il e s e r v e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P r o j_

D e v \C

A D

D \O p e n R o a d

\A m e n d m e n t

\M

M

B

L R

I D e s p la n P e r m it A

M D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M08

IN

V

3.

NAIL

TBAR

R C

P x .2

I N

V

.2

TBAR

Paved Water Way

TBAR

51050

NAIL

TBAR

TBAR

TBAR

51069

NAIL

TBAR

51070

NAIL

51071

NAIL

50982

NAIL

I N

V

.4

N install 419' of silt fence

115+79.6 - 119+86.0 RT,

install 86' of silt fence

116+14.0, install 93' of silt fence

116+57.0, install inlet protection

118+30.0 LT,

dams (fiber roll), 50' spacing

117+30.0 - 117+80.0 LT, install 2 check

Existing Mountains-to-Sea Trail

BLUE RIDGE PARKWAY

438' of temporary plastic fence

115+56.9 - 119+86.0 LT, install

117+66.2

45' RT

118+20.0

17.0' RT

119+86.0

17.0' RT

118+72.3

10.0' LT

119+39.4

9.9' LT

119+86.0

18.5' LT

58+45.8

27.43' LT

58+01.6

32.0' LT

15'

15'

15'

5' dams (fiber roll), 50' spacing

55+97.0 - 57+55.0 LT, install check

56+99.5

26.5' LT

55+88.4

20.1' LT

57+65.6

32.0' LT

58+49.7

15.5' LT

Edge of buffer zone

25'

25'

UN

N

AM

ED

CREEK

SCALE IN FEET

0 25 50

Sheet 3 of 4

AMD #4 - Added edge of buffer zone

AMD #4 - Added buffer zone widths

AMD #4 - Added Unnamed Creek label

U.S. DEPARTMENT OF TRANSPORTATION

AMENDMENT #4

31 2

C

C

C

.1

P

:1 e c e m b e r

M

S h e f h f l1 f il e s e r v e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P r o j_

D e v \C

A D

D \O p e n R o a d

\A m e n d m e n t

\M

M

B

L R

I D e s p la n P e r m it A

M D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M09

NAIL

TBAR

NPS 25

60873

NPS 24-A

60928

NAIL

NPS 24

60929

NPS 23

60930

TBAR

TBAR

TBAR

Parce l ID 1

44370 24 00

Owner: W

ILHELM, DALE F &

KATHY B

Acrea ge 0.7

5 Lot n/a D

B/Pag e 338

/1132 Plat/P age 4 /374A

Acreage 1 Lot n/a DB/Page 338/1134 Plat/Page 4/374A

OHWM 2856.86'

OHWM 2853.92'

N

Do not disturb trail.

Existing Mountains-to-Sea Trail.

not disturb existing trail and steps.

Existing Mountains-to-Sea Trail. Do access road

Temporary construction easement

Existing highway

Existing NPS boundary

Sou th L aur el F ork Ro ad

(SR 1

Wetlands

15+12.6, 13.0' RT

road, 14-ft wide

Temporary construction access dams (fiber roll), 50' spacing.

13+50.0 - 16+00.0 LT, install 6 check

Staging Area 2

13+28.2, 36' RT

install 531' of silt fence

14+62.3 - 18+04.4 RT,

13+42.6, 36' RT

13+48.2, 36' RT

13+60.3, 18' RT

13+59.8, 36' RT

17+15.1, 9.0' LT

17+59.9, 13.0' RT

17+63.0, 7.9' RT

17+78.1, 13.0' RT

18+04.4, 19.5' RT

17+75.0, 8.5' RT

17+11.5, 18.0' LT

17+82.7, 15.1' LT

17+87.1, 18.5' LT

17+95.5, 19.3' LT

467' of temporary plastic fence

13+48.2 - 17+95.5 LT, install

123' of temporary plastic fence

12+49.0 - 13+42.6 LT, install dams (fiber roll), 32' spacing.

17+00.0 - 17+95.0 LT, install 3 check

17+80.0, 7.0' RT

183.2' RT

14+83.9

25' (typ.)

U N

N A

M

ED

CREEK

Edge of buffer zone

SCALE IN FEET

0 25 50

Sheet 4 of 4

AMD #4 - Replaced entire Sheet M10

U.S. DEPARTMENT OF TRANSPORTATION

S °2

'0 "W

S '1

W

S '1

W S '5

W

15+06.42

PT

15+85.40

PC

16+15.34

PT

16+66.48

PC

17+13.33 PT

+96

18+11.79POE

:4 e c e m b e r

M

S h e f h f l1 f il e s e r v e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \b lr i\ d \P r o j_

D e v \C

A D

D \O p e n R o a d

\A m e n d m e n t

\M

M

B

L R

I D e s p la n P e r m it A

M D

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M10

TBAR

NAIL

NAIL

NAIL2

0 2

NAIL

1"

PVC (

Unk no wn U tl)

1.5 " P

VC (

Unk no wn U tl)

NAIL

NAIL

NAIL

NAIL

IN

V

.2 1'

IN

V

.8 7'

CMP

"x

4'

C

M P

IN

V

.4

IN

V

.3

P

V C

IN

V

.3

IN

V

2855TOP

NAIL

NAIL

NAIL

NAIL

RCA

18" CMP BuriedINV 2884.1'

NAIL

C

M P

IN

V

.5

IN

V

.7

TBAR

0 2900

TBAR

TBAR

50980

NPS-9-40

BRASS

PRC

60287

NPS 25

60873

NPS 24-A

60928

NAIL

NPS 24

60929

NPS 23

60930

TBAR

TBAR

TBAR

PRC

60817

R C

P x .2

NAIL

TBAR

TBAR

TBAR

TBAR

TBAR

I N

V

.2

NAIL

50981

2-D29

NPS-9-40-USDI

BRASS

TBAR

Pav ed

Wate r W ay

C o v e re d

.5 'P

C

TBAR

NAIL

TBAR

TBAR

TBAR

NAIL

TBAR

NAIL

R C

P x .1

TBAR

TBAR

I N

V

.3

TBAR

NAIL

TBAR

NAIL

TBAR

NAIL

40789

NAIL

40788

NAIL

TBAR

TBAR

NAIL

TBAR

TBAR I

N

V

.4

I N

V

.3

Acr eag e 0 .75 Lot n/a

DB/P

age

8/1 Pla t/Pa ge 4/3

74A

Owner : W

ILHELM,

DALE F

& K

ATHY B

Par cel

ID 1

4 0

Acr eag e 1 Lot n/a

DB/P

age

8/1 Pla t/Pa ge 4/3

74A

Owner : W

ILHELM,

DALE F

& K

ATHY B

Par cel

ID 1

4 0

N

Turf shoulder seed mix

Virginia Creeper seed mix

Riparian Meadow seed mix

Upland Meadow seed mix

Seed Mixes:

Area= 19,569 sqft

Area= 1,265 sqft

Area= 2,247 sqft

Area= 2,720 sqft

Area= 2,752 sqft

Area= 24,824 sqft

Area= 33,862 sqft

Area= 2,421 sqft

Area= 1,856 sqft

Area= 1,514 sqft

Area= 2,395 sqft

Area= 1,397 sqft

Area= 26,159 sqft

Area= 5,387 sqft

Wetlands

Wetlands

Wetlands

Wetlands

Wetlands

Area=8,609 sqft

L A

U R

E L F

O R

K C

R E E

K

Area= 671 sqft

UN

N

AM

ED

CREEK

SCALE IN FEET

0 50 100

So uth La ure l F ork Rd

Blu e R idg e P ark way

AMD #4 - Added buffer zone patterns

AMD #4 - Added Unnamed Creek label

AMD #4 - Revised area

U.S. DEPARTMENT OF TRANSPORTATION

PERMANENT REVEGETATION

AMENDMENT #4 31 2

C

C

C

C

C

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P

.1

P

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B

L R

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STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2D17 M11