1374744dwg03of27_Vol1-Sht 31-34.pdf

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

GENERAL BORING NOTES:

1. BORING LOCATIONS ARE SHOWN ON DRAWINGS CE-100 TO

CE-203.

2. THE BORING LOGS AND RELATED INFORMATION, INCLUDING

WATER LEVELS, DEPICT CONDITIONS ONLY AT THE SPECIFIC

LOCATIONS AND AT THE PARTICULAR DATE DESIGNATED ON

THE LOGS.

3. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM

CONDITIONS OCCURING AT THESE SPECIFIC BORING LOCTIONS.

ANY ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC

CONDITIONS BETWEEN BORINGS IS AT THE CONTRACTOR'S

RISK.

4. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND

GROUNDWATER CONDITIONS CAN BE INFLUENCED BY SOURCES

OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL

RAINFALL, AND BY CHANGES IN DRAINAGE CONDITIONS IN AND

AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND SHOULD

BE ANTICIPATED BETWEEN THE TIME OF INVESTIGATION AND

THE TIME OF CONSTRUCTION.

5. THE LOGS REFLECT BOTH THE VISUAL OBSERVATIONS DURING

DRILLING ACTIVITIES AND THE MORE DEFINITIVE RESULTS

OBTAINED FROM THE LABORATORY TESTING.

6. STRATIFICATION BOUNDARIES INDICATED ON THE BORING LOGS

WERE BASED ON OBSERVATIONS DURING DRILLING, AN

EXTRAPOLATION OF INFORMATION OBTAINED BY INSPECTING

SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS

WITH SIMILAR ENGINEERING CHARACTERISTICS. LOCATIONS OF

THESE BOUNDARIES ARE APPROXIMATE AND THE TRANSITIONS

BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN

CLEARLY DEFINED.

7. SOIL BORINGS WERE MADE AND LOGGED ON THEIR RESPECTIVE

DATE(S) BY PERSONNEL AS IDENTIFIED ON THE BORINGS BY

GET SOLUTIONS, INC. PER APPLICABLE ASTM STANDARDS.

8. “N” VALUE REPRESENTS THE NUMBER OF BLOWS REQUIRED TO

ADVANCE A STANDARD PENETRATION TEST (SPT) , SPLIT-SPOON

SAMPLER INTO THE SOIL. THE STANDARD PENETRATION

RESISTANCE OR "N-VALUE" IS THE SUM OF THE NUMBER OF

BLOWS REQUIRED TO DRIVE THE SPT SAMPLER OVER THE

DEPTH INTERVAL OF 6 TO 18 INCHES PER ASTM D1586.

9. THE ELEVATION AND LOCATION COORDINATES OF THE

BORINGS, WATER LEVELS, AND SOIL/ROCK LAYERING ARE

APPROXIMATE TO THE DEGREE OF ACCURACY IMPLIED WITH

THE METHODS EMPLOYED OF SURVEYING AND MEASUREMENT.

10. THE INFORMATION MAY NOT BE COMPLETE OR ADEQUATE FOR

CONTRACTORS USE IN DETERMINING CONSTRUCTION MEANS,

METHODS, SEQUENCES OR COSTS, AND THEREFORE NO

REPRESENTATION OR WARRANTIES ARE INTENDED OR MAY BE

IMPLIED IN THAT REGARD.

11. BORINGS ARE NOT SHOWN TO SCALE.

B-001

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

B-002

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

B-003

M c

H

U

G

H

C

E

C

E

C

E

C

E

C

E

BORING LOCATION

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

CROSS STREET

C

R

O

S

T

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

CROSS STREET

M C

H U

G H

B

L V

D

B

IR

C H

S T

R E

E T

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

EXISTING CONDITIONS PLAN - BIRCH STREET STA. 203+00 TO 207+50

PLAN

NORTH

A1

EXISTING CONDITIONS PLAN - BIRCH STREET STA. 207+50 TO 212+50

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 GENERAL SITE NOTES.

3. SEE SHEETS CP100 FOR NEW ROADWAY

PLAN.

PLAN

NORTH

SCALE IN FEET

20' 40'

SCALE IN FEET

20' 40'

WORK NOTES

1. PC-1

2. HA-5

3. PC-2

4. P-1

5. PC-6

LEGEND

1" = 20'

CE100

C

E

2020-06-12T09:46:00-0400

2020-06-12T09:46:09-0400

2020-06-12T09:46:10-0400

2020-06-12T09:46:12-0400