About this file

This document provides details of a federal solicitation for a firm-fixed price construction contract. The solicitation is for Design-Bid-Build construction project P1346B/P1280B to improve Birch Street Road and Birch Street North at Marine Corps Base Camp Lejeune in North Carolina. Interested parties should respond to solicitation number N40085-19-R-9146 issued by the Department of the Navy Naval Facilities Engineering Command. The solicitation requires construction services to improve the specified roads and provides a firm-fixed price contract vehicle for the project. The response deadline and any further award details are not specified in the available document.

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Other files

File Type Posted
N4008519R914600004.pdf PDF
N4008519R914600003.pdf PDF
Copy of P1346B-1280B-PPI 28 31 Amend 3 Attach 2.xlsx XLSX spreadsheet
01 78 30.00 22 _ July2020 Amend3 Attach 1.pdf PDF
(2) P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx XLSX spreadsheet
N4008519R914600002.pdf PDF
P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx XLSX spreadsheet
P1280B Site Visit Sign-In.pdf PDF
GI111.pdf PDF
P1346B-1280B-Pre-Proposal-Inquiry-Log MASTER Thru 1200 - 8-10-2020 w PM.xlsx XLSX spreadsheet
GI110.pdf PDF
CP705.pdf PDF
N4008519R9146P00001.pdf PDF
1374744dwg08of27_Vol1-Sht 91-101.pdf PDF
1374744dwg11of27_Vol1-Sht 161-180.pdf PDF
1374744dwg17of27_Vol2-Sht 232-240.pdf PDF
1374744dwg24of27_Vol3-Sht 389-425.pdf PDF
1374744dwg16of27_Vol2-Sht 213-231.pdf PDF
1374744dwg18of27_Vol2-Sht 241-246.pdf PDF
1374744dwg26of27_Vol3-Sht 466-508.pdf PDF
1374744dwg21of27_Vol2-Sht 282-330.pdf PDF
1374744dwg01of27_Vol1-Sht 1-13.pdf PDF
1374744dwg13of27_Vol2-Sht 190-195.pdf PDF
1374744spc01of01.pdf PDF
1374744dwg12of27_Vol1-Sht 181-189.pdf PDF
1374744dwg22of27_Vol2-Sht 331-370.pdf PDF
1374744dwg03of27_Vol1-Sht 31-34.pdf PDF
1374744dwg07of27_Vol1-Sht 77-90.pdf PDF
1374744dwg23of27_Vol2-Sht 371-388.pdf PDF
1374744dwg27of27_Vol3-Sht 509-547.pdf PDF
1374744dwg05of27_Vol1-Sht 50-63.pdf PDF
1374744dwg25of27_Vol3-Sht 426-465.pdf PDF
1374744dwg04of27_Vol1-Sht 35-49.pdf PDF
1374744dwg19of27_Vol2-Sht 247-252.pdf PDF
1374744dwg14of27_Vol2-Sht 196-201.pdf PDF
1374744dwg15of27_Vol2-Sht 202-212.pdf PDF
1374744dwg02of27_Vol1-Sht 14-30.pdf PDF
1374744dwg09of27_Vol1-Sht 102-123.pdf PDF
1374744dwg20of27_Vol2-Sht 253-281.pdf PDF
1374744dwg10of27_Vol1-Sht 124-160.pdf PDF
Attachment C Past Performance Questionaire.pdf PDF
Attachment D Price Proposal Form.docx DOCX document
RFP N4008519R9146.pdf PDF
Attachment A Pre-Proposal Inquiry Log.xls XLS spreadsheet
2ATTACHMENT B Construction Design Exp.docx DOCX document
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Text version

28.00

29.00

28.0

28.00

29.00

28.00

27.00

28.00

29.00

28.00

29.00

29.00

28.00

28.00

.00

.0

8.

8.

.0

.00

30.00

29.00

28.00

27.00

27.00

27.00

28.00

.0

30.0029.00

30.00

.0

.00

29.0

27.00

28.

28.00

29.00

.0

29.00 .0

.0

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

C

E

C

E

C

E

C

E

C

E

D

U

N

C

A

N

B

I

R

C

H

S

T

R

E

E

T

C

D

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

PLAN

NORTH

C1

DEMOLITION PLAN - BIRCH STREET STA. 292+50 TO 296+50

A1

DEMOLITION PLAN - BIRCH STREET STA. 296+50 TO 301+50

PLAN

NORTH

PLAN

NORTH

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP109 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

PLL

SC

PLL

PLL

PLL

1. ADJUST STRUCTURE RIM ELEVATION

2. REMOVE OR RELOCATE SIGN PER DRAWING

CM109 (TYP)

3. PROTECT FIRE HYDRANT THROUGHOUT

CONSTRUCTION

4. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

5. WHERE IMPACTING THE ROOT ZONES OF

TREES, PROVIDE ROOT PRUNING BY

CERTIFIED ARBORIST.

6. CURB AND GUTTER TO REMAIN THROUGHOUT

CONSTRUCTION, DO NOT DISTURB.

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

SC

SC

SC

1" = 20'

1" = 20'

CD109

PLL

PLL

PLL

PLL

PLL

PLL

SC

PLL

C

D

SC

SC

SC

SC

SC

25.00

26.00

.0

.0

27.00

27.00

28.00

.0

26.00

.0

27.00

27.00

25.00

25.

.00

24.

.00

.0

.0

23.00

22.00

21.00

21.00

.0

24.0

25.00

22.00

23.00

23.00 24.00

25.00

26.

.0

26.00

22.00

.0 7.

23.00

24.00

25.00

.00

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

C

E

C

E

C

E

C

E

D

U

N

C

A

N

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - BIRCH STREET STA. 301+50 TO 306+50

A1

DEMOLITION PLAN - BIRCH STREET STA. 306+50 TO 311+50

PLAN

NORTH

PLAN

NORTH

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP110 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

PLL

SC

PLL

SC

SC

SC

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. ADJUST STRUCTURE RIM ELEVATION

3. PROTECT FIRE HYDRANT THROUGHOUT

CONSTRUCTION

4. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

5. WHERE IMPACTING THE ROOT ZONES OF

TREES, PROVIDE ROOT PRUNING BY

CERTIFIED ARBORIST.

PLAN

NORTH

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD110

PLL

PLL

PLL

PLL

C

D

MCHUGH BLVD

STA: 406+56.00

BEGIN PROJECT

STA: 406+77.27

OFF: 26.00' RT

STA: 406+56.35

OFF: 29.63' RT

STA: 406+56.60

OFF: 11.91' LT

STA: 408+37.16

OFF: 12.03' LT

MCHUGH BLVD

STA: 411+91.22

OFF: 78.73' RT

STA: 411+62.22

OFF: 80.28' RT

STA: 414+65.81

OFF: 59.74' LT

STA: 411+59.06

OFF: 26.00' RT

STA: 411+88.95

OFF: 26.00' RT

STA: 412+22.42

OFF: 49.43' RT

STA: 411+35.56

OFF: 53.44' RT

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

M c

H

U

G

H

CD100

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - MCHUGH BLVD. STA. 405+00 TO 409+75

A1

DEMOLITION PLAN - MCHUGH BLVD. STA. 409+75 TO 414+75

KEY PLAN

DEMO LEGEND

PLL

SC

PLL

PLL

SC

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. ADJUST STRUCTURE RIM ELEVATION

3. REMOVE AND/OR RELOCATE SIGN PER

DRAWING CM111 (TYP)

4. REMOVE AND RELOCATE EXISTING LIGHT

POLE. SEE SHEET CP111 FOR NEW LOCATION

AND SHEET C-001 FOR GENERAL NOTES.

5. WHERE IMPACTING THE ROOT ZONES OF

TREES, PROVIDE ROOT PRUNING BY

CERTIFIED ARBORIST.

6. REMOVE AND RELOCATE ELECTRICAL

EQUIPMENT. LOCATION SHALL BE

COORDINATED WITH LOCAL UTILITY COMPANY

AND APPROVED BY THE CONTRACTING

OFFICER (TYP). SEE SHEET CP111 FOR NEW

LOCATION AND SHEET C-001 FOR GENERAL

NOTES.

PLAN

NORTH

WORK NOTES

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP111 FOR NEW ROADWAY

PLAN.

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD111

PLL

PLL

SC

PLL

PLL

SC

SC

SC

C

D

C

D

SC

SC

MCHUGH BLVD

STA: 420+60.16

END OF PROJECT

STA: 419+80.89

OFF: 16.38' LT

STA: 420+60.16

OFF: 17.95' LT

STA: 420+59.43

OFF: 17.04' RT

MCHUGH BLVD

STA: 417+30.50

OFF: 18.80' RT

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

M c

H

U

G

H

CD100

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - MCHUGH BLVD. STA. 416+40 TO 419+00

A1

DEMOLITION PLAN - MCHUGH BLVD. STA. 419+00 TO 424+00

KEY PLAN

DEMO LEGEND

PLL

SC

PLL

PLL

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE AND/OR RELOCATE SIGN PER

DRAWINGS CM100-CM120 (TYP)

3. REMOVE AND RELOCATE EXISTING LIGHT

POLE. SEE SHEET CP112 FOR NEW LOCATION

AND SHEET C-001 FOR GENERAL NOTES.

4. WHERE IMPACTING THE ROOT ZONES OF

TREES, PROVIDE ROOT PRUNING BY

CERTIFIED ARBORIST.

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP112 FOR NEW ROADWAY

PLAN.

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

SC

1" = 20'

1" = 20'

CD112

PLL

C

D

WALLACE CREEK RD.

WALLACE CREEK RD.

.0

.0

23.00

22.00

21.00 21.00

20.00

20.00 21.00 22.00

STA: 500+61.01

OFF: 67.70' RT

STA: 500+61.01

OFF: 67.70' RT

STA: 500+56.29

OFF: 14.19' LT

STA: 500+65.90

OFF: 47.22' LT

STA: 500+64.06

OFF: 13.52' RT

WALLACE CREEK RD.

22.00

22.00

1.0

.0

.00

.0

20.00 21.00

22.00

19.00

19.00

19.00

19.00 18.00

17.00 16.00

15.00

15.00

16.00 17.00

16.00 14.00

14.00

18.00

18.00

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

B

I

R

C

H

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - WALLACE CREEK RD. STA. 500+50 TO 502+50

A1

DEMOLITION PLAN - WALLACE CREEK RD. STA. 502+50 TO 507+50

KEY PLAN

DEMO LEGEND

PLL

SC

SC

PLL

PLL

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. ADJUST STRUCTURE RIM ELEVATION

3. REMOVE AND/OR RELOCATE SIGN PER

DRAWING CM113 (TYP)

4. REMOVE AND RELOCATE EXISTING LIGHT

POLE. SEE SHEET CP113 FOR NEW LOCATION

AND SHEET C-001 FOR GENERAL NOTES.

5. CLEAR AND GRUB ALL VEGETATION WITHIN

TREE CLEARING LIMITS SHOWN. PRIOR TO

CLEARING, PRUNE ROOTS AND BRANCHES AT

CLEARING LIMITS TO MINIMIZE IMPACT ON

EXIST TREES TO REMAIN. (TYP)

6. REMOVE FIBER OPTIC WITNESS POST

7. ROADSIDE DITCH IMPROVEMENTS BY

OTHERS. SEE MILCON PROJECT # 1430180.

PLAN

NORTH

WORK NOTES

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP113 FOR NEW ROADWAY

PLAN.

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD113

C

D

PLL

PLL

PLL

SC

SC

SC

W

A

L

L

A

E

R

E

K

D

13.00

12.00

15.00

.00

STA: 509+55.15

OFF: 11.50' LT

STA: 509+55.15

END PROJECT

STA: 509+54.99

OFF: 14.03' RT

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

23.0

24.00

24.00

22.00

24.00

STA: 1001+67.50

END PROJECT

STA: 1001+67.39

OFF: 18.37' LT

STA: 1001+67.59

OFF: 16.45' RT

B

I

R

C

H

C

D

C

D

C

D

C

D

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - WALLACE CREEK RD. STA. 507+50 TO 511+50

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP114 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

PLL

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE AND/OR RELOCATE SIGN PER

DRAWING CM114 (TYP)

3. REMOVE AND RELOCATE EXISTING LIGHT

POLE. SEE SHEET CP114 FOR NEW LOCATION

AND SHEET C-001 FOR GENERAL NOTES.

WORK NOTES

SCALE IN FEET

20' 40'

A1

DEMOLITION PLAN - EXCHANGE DRIVEWAY STA. 1000+00 TO 1002+11.55

SCALE IN FEET

20' 40'

PLAN

NORTH

KEY PLAN

KEY PLAN

PLAN

NORTH

SC

PLL

1" = 20'

1" = 20'

CD114

PLL

PLL

C

D

C

D

D

A

M

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

10.00

25.00

24.00

23.00

22.00

23.00

.0 021.00

22.00

21.00

20.00

23.00

23.00

.0 0 15.00

PLL

S

E

R

V

I

O

A

D

S

E

R

V

I

A

D

PLL

N: 341392.78

E: 2499248.29

N: 341407.12

E: 2499268.57

N: 341426.88

E: 2499350.59

N: 341420.31

E: 2499450.53

N: 341397.52

E: 2499506.33

N: 341359.72

E: 2499553.89

N: 341305.86

E: 2499598.10

N: 341266.32

E: 2499556.35

PLL

PLL

.00

.0

22.00

10.00

15.00

20.00

10.00

15.00

20.00

25.00

20.00

25.00PLL

SERVICE ROAD

PLL

PLL

SC

SC

N: 341305.86

E: 2499598.10

N: 341266.32

E: 2499556.35

N: 341203.59

E: 2499530.03

N: 341155.35

E: 2499832.42

N: 341140.64

E: 2499875.84

N: 341115.21

E: 2499921.40

N: 341132.79

E: 2499921.58

N: 341125.26

E: 2499964.59

N: 341112.67

E: 2499959.70

P

L

L

PLL

PLL

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

B1

DEMOLITION PLAN - SERVICE RD. STA. 600+90 TO 605+10

A1

DEMOLITION PLAN - SERVICE RD. STA. 605+00 TO 609+00

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP115 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE STORM STRUCTURE

3. REMOVE CONCRETE CURBING AND BASE

4. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

5. CLEAR AND GRUB ALL VEGETATION WITHIN

TREE CLEARING LIMITS SHOWN. PRIOR TO

CLEARING, PRUNE ROOTS AND BRANCHES AT

CLEARING LIMITS TO MINIMIZE IMPACT ON

EXIST TREES TO REMAIN. (TYP)

WORK NOTES

1" = 20'

1" = 20'

CD115

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

C

D

REMOVE EXISTING

RIP-RAP

RIPR-RAP TO BE REMOVED

.00

20.00

15.00

15.00

20.00

25.00

25.00

12.00

15.00

15.00

20.00

20.00

24.00

12.00

12.00

.0

15.0016.00

15.00

20.00

SERVICE ROAD

P

L

L

N: 341115.21

E: 2499921.40

N: 341132.79

E: 2499921.58

N: 341125.26

E: 2499964.59

N: 341112.67

E: 2499959.70

N: 341084.84

E: 2499982.81

N: 341008.76

E: 2500059.38

N: 340985.53

E: 2500097.56

N: 340943.55

E: 2500132.70

N: 340924.45

E: 2500153.32

C D

P

L

L

15.00 16.00

15.00

20.00

20.00

16.00

16.00

19.00

.0

.0

19.00

.0

.0

.0

21.00

22.00

23.00

24.00

25.00

20.00

19.00

16.00

S

E

R

V

I

A

D

N: 340695.98

E: 2500349.87

N: 340698.43

E: 2500357.05

N: 340704.11

E: 2500360.40

N: 340619.00

E: 2500518.78

N: 340603.81

E: 2500548.79

N: 340591.59

E: 2500564.52

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

D

A

M

C

R

E

E

K

N

E

W

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - SERVICE RD. STA. 609+00 TO 613+50

A1

DEMOLITION PLAN - SERVICE RD. STA. 613+50 TO 617+35

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP116 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

PLL

PLL

PLL

PLL

PLL

PLL

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE CHAIN LINK FENCE AND POSTS

3. CLEAR AND GRUB ALL VEGETATION WITHIN

TREE CLEARING LIMITS SHOWN. PRIOR TO

CLEARING, PRUNE ROOTS AND BRANCHES AT

CLEARING LIMITS TO MINIMIZE IMPACT ON

EXIST TREES TO REMAIN. (TYP)

4. REMOVAL AND RELOCATE ELECTRICAL

EQUIPMENT. LOCATION SHALL BE

COORDINATED WITH LOCAL UTILITY COMPANY

AND APPROVED BY THE CONTRACTING

OFFICER (TYP). SEE SHEET CP116 FOR NEW

LOCATION AND SHEET C-001 FOR GENERAL

NOTES.

5. REMOVE CONCRETE SLUICE GATE AND

RESTORE AREA WITH RIPRAP STONE TO

MATCH EXISTING RIPRAP STONE AND KIND.

6. REMOVE STORM DRAIN PIPE.

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD116

C

D

PLL

PLL

PLL

STA: 701+94.32

OFF: 4.36' RT

STA: 701+94.34

OFF: 14.50' LT

STA: 701+74.28

OFF: 37.79' LT

STA: 701+75

BEGIN PROJECT

HOLCOMB BLVD.

16.00

STA: 711+02.19

OFF: 35.08' LT

STA: 708+79.45

OFF: 72.38' LT

STA: 709+25.33

OFF: 55.16' LT

STA: 707+63.66

OFF: 13.35' LT

STA: 707+66.72

OFF: 6.19' LT

STA: 707+56.38

OFF: 5.00' RT

STA: 707+49.20

OFF: 6.24' RT

STA: 707+36.19

OFF: 7.51' LT

STA: 707+37.09

OFF: 13.33' LT

STA: 707+09.17

OFF: 43.76' LT

STA: 711+02.30

END PROJECT

HOLCOMB BLVD.

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

S

E

R

V

I

C

E

R

O

A

D

H

O

L

C

O

M

B

B

I

R

R

E

E

T

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

C

D

24.00

26.00

26.00

25.00

25.00

25.00

25.00

25.00

STA: 704+01.87

OFF: 46.52' RT

STA: 704+54.72

OFF: 35.97' LT

STA: 704+54.79

OFF: 47.00' LT

STA: 704+60.41

OFF: 59.49' LT

STA: 706+23.26

OFF: 48.99' LT

STA: 706+39.62

OFF: 71.32' LT

HOLCOMB BLVD.

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

DEMOLITION PLAN - HOLCOMB BLVD. STA. 701+50 TO 702+06 AND 703+75 TO 706+50

A1

DEMOLITION PLAN - HOLCOMB BLVD. STA. 706+50 TO 711+02.30

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP117 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

PLL

PLL

PLL

SC

SC

SC

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. REMOVE CONCRETE CURBING AND BASE

3. REMOVE STORM STRUCTURE

4. REMOVE AND/OR RELOCATE SIGN PER

DRAWING CM117 (TYP)

5. REMOVE STORM DRAIN PIPE (TYP)

6. REMOVE AND RELOCATE ELECTRICAL

EQUIPMENT. LOCATION SHALL BE

COORDINATED WITH LOCAL UTILITY COMPANY

AND APPROVED BY THE CONTRACTING

OFFICER (TYP). SEE SHEET CP117 FOR NEW

LOCATION AND SHEET C-001 FOR GENERAL

NOTES.

PLAN

NORTH

WORK NOTES

PLL

SC

SC

SC

SC

1" = 20'

1" = 20'

CD117

SC

PLL

PLL

PLL

PLL

C

D

SC

PLL

21.00

25.00

.0

25.

26.00 25.0

24.00

DUNCAN STREET

STA: 800+74.95

OFF: 63.54' LT

STA: 800+71.95

OFF: 66.50' LT

STA: 801+17.99

OFF: 11.00' LT

STA: 801+17.99

OFF: 20.00' LT

STA: 800+75.01

OFF: 12.26' RT

STA: 802+01.20

OFF: 14.00' RT

STA: 800+74.60

BEGIN PROJECT

SC

PLL

SC

SC

SC

.00

25.00

26.00

27.00

28.00

30.00

28.00

.00

26.00

26.00

27.00

28.00

26.00

27.00

28.00

DUNCAN STREET

STA: 808+14.91

OFF: 11.00' LT

STA: 808+14.91

OFF: 20.00' LT

STA: 804+47.73

OFF: 32.06' RT

STA: 804+20.66

OFF: 14.00' RT

PLL

PLL

PLL

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

D

U

N

C

A

N

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

KEY PLAN

C1

DEMOLITION PLAN - DUNCAN ST. STA. 800+50 TO 804+00

A1

PLAN

NORTH

PLAN

NORTH

DEMOLITION PLAN - DUNCAN ST. STA. 804+00 TO 808+50

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP118 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. SAWCUT AND REMOVE PAVEMENT

3. EXISTING STRUCTURE TO REMAIN; ADJUST TO

FINAL GRADE.

4. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

5. EXISTING VALVE TO REMAIN; ADJUST TO FINAL

GRADE.

6. RESET CONTROL POINT.

PLAN

NORTH

PLAN

NORTH

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

PLL

1" = 20'

1" = 20'

CD118

PLL

PLL

C

D

PLL

SC

SC

SC

30.00

29.00

31.00

29.00

28.00

.0

28.00

29.00

27.0

27.00 28.00

28.00

28.00

29.00 30.00

31.00 32.00

DUNCAN STREET

STA: 808+65.63

OFF: 17.09' LT

STA: 808+52.91

OFF: 29.07' LT

STA: 809+13.56

OFF: 59.15' LT

STA: 808+52.91

OFF: 63.89' LT

STA: 808+56.95

OFF: 67.89' LT

STA: 809+06.75

OFF: 67.47' LT

STA: 809+22.37

OFF: 68.32' LT

STA: 810+06.51

OFF: 63.66' LT

STA: 810+02.51

OFF: 67.66' LT

STA: 809+43.34

OFF: 59.85' LT

STA: 809+50.29

OFF: 67.66' LT

STA: 809+94.51

OFF: 17.00' LT

STA: 810+44.51

OFF: 11.00' LT

STA: 810+06.51

OFF: 29.00' LT

STA: 810+44.51

OFF: 20.00' LT

STA: 812+60.88

OFF: 12.18' LT

STA: 812+60.78

OFF: 21.18' LT

STA: 813+15.81

OFF: 17.78' LT

STA: 813+03.68

OFF: 29.65' LT

STA: 813+03.30

OFF: 65.01' LT

STA: 813+07.26

OFF: 69.05' LT

PLL

SC

SC

PLL

PLL

SC

29.00

.00

31.00

32.00

30.00

30.

30.00

29.00

30.00

30.00

30.00

30.00

DUNCAN STREET

STA: 813+66.59

OFF: 61.51' LT

STA: 813+59.57

OFF: 69.41' LT

PLL

PLL

SC

SC

PLL

SC

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

D

U

N

C

A

N

C

D

C

D

C

D

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

KEY PLAN

C1

DEMOLITION PLAN - DUNCAN ST. STA. 808+50 TO 813+50

A1

PLAN

NORTH

PLAN

NORTH

DEMOLITION PLAN - DUNCAN ST. STA. 813+50 TO 818+00

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP119 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. SAWCUT AND REMOVE PAVEMENT

3. EXISTING STRUCTURE TO REMAIN; ADJUST TO

FINAL GRADE.

4. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

5. RELOCATE FIRE HYDRANT 3' FROM EDGE OF

PROPOSED PAVEMENT.

6. REMOVE EXISTING STEAM PIPE. (TYP)

7. EXISTING VALVE TO REMAIN; ADJUST TO FINAL

GRADE.

8. REMOVE EXISTING STEAM VAULT.

9. PROTECT FIRE HYDRANT THROUGHOUT

CONSTRUCTION.

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

WORK NOTES

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CD119

C

D

STRUCTURE TO BE REMOVED

TREE/SHRUB TO BE REMOVED

PAVEMENT SAWCUT LINE

UTILITY/FENCE TO BE REMOVED

MILL 1-1/2" MIN. ASPHALT PAVEMENT

PROJECT LIMIT LINE /

LIMIT OF DISTURBANCE

DENSELY VEGETATED

AREA TO BE REMOVED

ASPHALT REMOVAL

CONCRETE REMOVAL

CURB & GUTTER REMOVAL

DUCAN

D

U

N

C

A

N

C

D

C

D

C D

C D

29.00

.00

29.00

.0

.0

.0

.0

30.00

30.00

29.00

29.0

.00

29.

28.

DUNCAN STREET

STA: 820+97.75

OFF: 50.52' RT

STA: 820+97.81

END PROJECT

STA: 820+97.66

OFF: 51.30' LT

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

KEY PLAN

C1

DEMOLITION PLAN - DUNCAN ST. STA. 818+00 TO 820+97.81

PLAN

NORTH

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY

NOTES AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET C-001 FOR DEMOLITION NOTES.

3. SEE SHEETS CP120 FOR NEW ROADWAY

PLAN.

DEMO LEGEND

1. PROTECT UTILITY AND/OR FEATURES NOT

SPECIFICALLY SHOWN TO BE REMOVED

THROUGHOUT CONSTRUCTION

2. PROTECT LIGHT/UTILITY POLE THROUGHOUT

CONSTRUCTION.

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

WORK NOTES

SCALE IN FEET

20' 40'

1" = 20'

CD120

PLL

PLL

PLL

PLL

C D

10.00

15.00

20.00

19.00

19.00

18.00

18.00

19.00

15.00

19.

21.00

19.0

18.00

.0

20.00

20.00

20.00

R

C P

CIP

SF

SF

SF

SF

OP

CROSS STREET

SF

SF

PS

PS

PS

C

R

O

B/M

STA: 203+54.82

BEGIN PROJECT

20.00

18.00

20.00

20.00 19.00

18.00

19.00 19.00

.0

1.0

.0

.0

.0

21.00

23.00

22.00

23.

.0

22.

23.

23.00

22.0

1.0

.0

21.00

21.00

18.00

17.00 23.00

23.00

.0

21.00

19.00 18.00

18.00

21.00

19.0

19.00

15"RCP

"R

C P

R

C

P

R

C

P

R

C

P

IP

SF

SF

SF

CD

IP

CIP

OP

CIP

OP

CIP

SF

B/M

PS

B/M

PS

B/M

PS

B/M

PS

B/M

PS

CROSS STREET

M C

H U

G

B

L V

D

B

IR

C H

S T

R E

E T

SF

PS

SOIL

STABILIZATION

BLANKET

B/M

CONCRETE

WASH AREA

SF

CE

CWA

IP

OUTLET

PROTECTION

SPEC 6.41

OP

CHECK DAM

SPEC 6.87

CD

PERMANENT

SODDING

PS

PS

B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

INLET

PROTECTION

SPEC 6.52

CONSTRUCTION

ENTRANCE

SPEC 6.06

SILT FENCE

TITLE KEY SYMBOL

CULVERT INLET

PROTECTION

CIP

A2

CC502

A3

CC501

A4

CC505

A1

CC501

A4

CC503

A1

CC503

A4

CC504

B2

CC504

DETAIL

DRAINAGE FLOW ARROW

M c

H

U

G

H

C

C

C

C

C

C

C

C

2 N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

C1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 203+00 TO 207+50

PLAN

NORTH

A1

EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 207+50 TO 212+50

PLAN

NORTH

PLAN

NORTH

KEY PLAN

GENERAL NOTES

1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES

AND C-002 FOR SURVEY LEGEND.

2. SEE SHEET CC500 FOR EROSION AND

SEDIMENT CONTROL NOTES.

3. SEE SHEETS CP100 FOR NEW ROADWAY PLAN.

4. ALL AREAS OF DISTURBANCE OUTSIDE THE

LIMITS OF NEW PAVEMENT SHALL BE

PERMANENTLY RESTORED WITH 4 INCHES OF

TOPSOIL AND PERMANENT SOD. EROSION

CONTROL BLANKET SHALL BE USED

WHEREVER FINISHED GRADE SLOPE IS 3H:1V

OR GREATER.

5. EROSION AND SEDIMENT CONTROL FOR

UTILITY CONSTRUCTION SHALL BE PROVIDED IN

ACCORDANCE WITH APPROVED PLANS. UTILITY

CONSTRUCTION SHALL ONLY BE FOR AREAS

WITHIN THE DELINEATED LIMIT OF

DISTURBANCE. WHEN SAME DAY

STABILIZATION IS APPROVED:

A. EXCAVATED TRENCH MATERIAL SHALL BE

PLACED ON THE HIGH SIDE OF THE TRENCH.

B. TRENCHES FOR UTILITY INSTALLATION SHALL

BE BACKFILLED, COMPACTED, AND

STABILIZED AT THE END OF EACH WORKING

DAY.

6. FOLLOWING INITIAL SOIL DISTURBANCE OR

RE-DISTURBANCE, PERMANENT OR

TEMPORARY STABILIZATION SHALL BE

COMPLETED WITHIN:

A. THREE (3) CALENDAR DAYS AS TO THE

SURFACE OF ALL PERIMETER CONTROLS,

DITCHES AND SLOPES 3H:1V OR STEEPER;

AND

B. SEVEN (7) CALENDAR DAYS IF DISTURBED

AREAS ARE NOT UNDER ACTIVE GRADING.

LEGEND

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

1" = 20'

1" = 20'

CC100

C

C

DRAINAGE WORK BY

OTHERS N.I.C.

CD109 - DEMOLITION PLAN - STA 292+50 TO 301+50
CD110 - DEMOLITION PLAN - STA 301+50 TO 311+50
CD111 - DEMOLITION PLAN - STA 405+00 TO 414+75
CD112 - DEMOLITION PLAN - STA 416+40 TO 420+60.16
CD113 - DEMOLITION PLAN - STA 500+50 TO 507+50
CD114 - DEMOLITION PLAN - STA 507+50 TO 509+55.15
CD115 - DEMOLITION PLAN - STA 600+90 TO 609+00
CD116 - DEMOLITION PLAN - STA 609+00 TO 617+35
CD117 - DEMOLITION PLAN - STA 701+50 TO 711+02.30
CD118 - DEMOLITION PLAN - STA 800+50 TO 808+50
CD119 - DEMOLITION PLAN - STA 808+50 TO 818+00
CD120 - DEMOLITION PLAN - STA 818+00 TO 820+97.81
CC100 - EROSION AND SEDIMENT CONTROL PLAN - STA 203+00 TO 212+50

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2020-06-19T11:34:22-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:34:42-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:34:43-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:25-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:26-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:27-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:28-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:29-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:30-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:32-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:33-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:34-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:36:35-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:39:32-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:01-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:02-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:04-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:05-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:06-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:07-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:09-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:10-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:11-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:13-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:14-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2020-06-19T11:40:15-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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