1596300_dwg_04of35_V1_Survey-Geotechnical.pdf

FIRE PUMP

HOUSE

6TH AVENUE

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SEE SHEET VF101

SEE SHEET VF103SEE SHEET VF104

SEE SHEET

VF102A

SEE SHEET VF102

1" = 100'A2 OVERALL EXISTING CONDITIONS PLAN

SURVEY LEGEND

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

SCALE IN FEET

100' 200'

PLAN

NORTH

KEY PLAN

PLAN

NORTH

VF101

VF102

VF103VF104

VF102A

IS

SU

ED

F

OR

B

ID

/18

/22

BORING LOCATION EASTING NORTHING

B-1A 2633064.50 425813.37 B-2A 2632872.76 425719.54 B-3 2632096.11 426272.53 B-4 2632066.47 425942.26 B-5 2632137.17 426221.83

C-1A 2633159.56 425862.20 C-2A 2633239.11 425802.61 C-3A 2633041.09 425585.20 C-3 2632070.90 426360.97 C-4 2632031.61 426249.92

SURVEY NOTES

1. EXISTING SITE INFORMATION SHOWN IS BASED ON A FIELD

RUN TOPOGRAPHIC SURVEY COMPLETED BY MSA, P.C. IN

MARCH, 2018.

2. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A

CURRENT TITLE REPORT AND THEREFORE MAY NOT SHOW

ANY/ALL EASEMENTS OR RESTRICTIONS THAT MAY AFFECT

THE PROPERTY AS SHOWN.

3. THIS PROPERTY APPEARS TO FALL IN FLOOD ZONE "X" AS

SHOWN ON PANEL 6432J OF THE FLOOD INSURANCE RATE

MAPS FOR THE CITY OF HAVELOCK, COMMUNITY NO.: 370265,

DATED JULY 2, 2004. FLOOD ZONE INFORMATION SHOWN

HEREON IS NOT GUARANTEED AND WAS APPROXIMATELY

SCALED FROM THE FLOOD INSURANCE RATE MAPS FOR THE

CITY/COUNTY INDICATED. MSA, P.C. IS NOT A PARTY IN

DETERMINING THE REQUIREMENTS FOR FLOOD INSURANCE

ON THE PROPERTY SHOWN. FOR FURTHER INFORMATION

AND TO CONFIRM THE FLOOD ZONE FOR THIS PROPERTY,

CONTACT THE LOCAL COMMUNITY FLOOD OFFICIAL. FLOOD

ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE

RATE MAPS AND DOES NOT IMPLY THAT THIS PROPERTY WILL

OR WILL NOT BE FREE FROM FLOODING OR DAMAGE.

4. NORTH MERIDIAN SHOWN HEREON IS BASED ON NORTH

CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83, AS

REFERENCED FROM MCAS CHERRY POINT SURVEY CONTROL

POINT(S) "3-90 HOR". COORDINATE VALUES SHOWN ARE

EXPRESSED IN U.S. SURVEY FEET.

5. ELEVATIONS SHOWN HEREON BASED ON NAVD88 AND WERE

ESTABLISHED FROM MCAS CHERRY POINT VERTICAL

CONTROL STATION "3-90 HOR", ELEVATION=21.68.

6. THE SURVEY DOES NOT ADDRESS THE EXISTENCE OR

NONEXISTENCE OF WETLANDS, ENVIRONMENTAL HAZARDS,

CEMETERIES OR ANY UNDERGROUND STRUCTURE NOT

OBSERVED DURING THE COURSE OF THE SURVEY.

7. LOCATION OF UNDERGROUND NON-GRAVITY UTILITIES

SHOWN ON THIS SURVEY ARE BASED ON SURFACE

INDICATIONS OF SUBTERRANEAN USE AND PAINT MARKINGS

FIELD LOCATED BY MSA, P.C. AS PAINTED BY CLARION

SERVICES, LLC. THIS SURVEY DOES NOT GUARANTEE THE

EXISTENCE OR NONEXISTENCE OF UNDERGROUND UTILITIES.

8. THE TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE

DIRECT AND RESPONSIBLE CHARGE OF JEFFREY J.

VIERRETHER, L.S. (LIC. NO. 2306) FROM AN ACTUAL

GROUND/AIRBORNE SURVEY MADE UNDER HIS SUPERVISION;

THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED

ON MARCH 15, 2018; AND THAT THE PLAT, MAP OR DIGITAL

GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM

ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

9. THE LOCATIONS OF STRUCTURES AND UNDERGROUND

UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM

EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND

STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE

NOT DOCUMENTED OR LOCATED. UNDERGROUND UTILITIES

LOCATED BY FIELD OBSERVATION, MAPS FROM BASE

PERSONNEL AND OTHER DATA SUPPLIED BY BASE

PERSONNEL. EXACT LOCATION WAS NOT VERIFIED BY ANY

MEANS OTHER THAN STATED ABOVE.

10. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING

CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE

BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN

THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE

CONTRACTING OFFICER BEFORE ANY FURTHER WORK

COMMENCES.

11. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO

FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND

SURVEY INFORMATION, AND TO TAKE NECESSARY

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION.

CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE

CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO

BEGINNING WORK. CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER AND ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF

UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR

IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL

OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

12. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE

EVENT AN UNEXPECTED UTILITY OR STRUCTURE

INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER. ANY UTILITY SERVICES

OR STRUCTURES DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR’S EXPENSE TO THE SATISFACTION OF THE

OWNER.

13. EXISTING CONDITIONS SHOWN INCLUDE ISSUED FOR

CONSTRUCTION DESIGN DOCUMENTS FROM PROJECT P-235.

PROJECT P-235 WILL REMOVE AND REPLACE UNDERGROUND

UTILITIES ACROSS THE BASE INCLUDING SANITARY SEWER,

DOMESTIC WATER, FIRE PROTECTION WATER, STORM, AND

STEAM LINES. CONSTRUCTION OF THE P-235 PROJECT IS

EXPECTED TO TAKE PLACE OCTOBER 2019 THROUGH

AUGUST 2021. CONSTRUCTION OF THE P-235 PROJECT WILL

NOT BE COMPLETED PRIOR TO THIS PROJECT'S

CONSTRUCTION PHASE START DATE. CONTRACTOR SHALL

FIELD VERIFY ANY P-235 EXISTING CONDITIONS SHOWN.

COORDINATE WITH P-235 CONTRACTOR.

14. EXISTING CONDITIONS SHOWN INCLUDE DESIGN DOCUMENTS

BY OTHERS TO DEMOLISH EXISTING BUILDING 144 AND

RESTORE AREA TO GRASS. DEMOLITION PROJECT

SCHEDULED TO BE COMPLETED PRIOR TO BEGINNING OF

P-228 PROJECT. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS AND NOTE DISCREPANCIES BETWEEN PLANS

AND ACTUAL CONDITIONS AT START OF P-228 PROJECT.

SURVEY NOTES

E

COMM

PIPE LABEL (SIZE, TYPE, ID)

STORM SEWER

BUILDINGS

RIGHT-OF-WAY LINE

PROPERTY LINE

FENCE

CURB AND GUTTER

PEDESTAL

LIGHT POLE /CONCRETE BASE

LIGHT POLE

POWER POLE

GAS METER

ROOF DRAIN

CATCH BASIN

DROP INLET

MONITOR WELL

WELL

FIRE HYDRANT

WATER METER

VALVE

SANITARY CLEANOUT

MANHOLE

WATER LINE

SANITARY SEWER

ELECTRIC LINE

TRAFFIC BOX

SIGN

MAIL BOX

TREE

BUSH/HEDGE

PAVEMENT

CONCRETE

TEMP0RARY BENCHMARK(TBM)

ELEVATIONS

TOP OF CURB ELEVATIONS

TOP OF WALL ELEVATIONS

UTILITY STRUCTURE ID

PIPE LABEL (SIZE, TYPE, ID)

SYMBOL/ABREVIATION DESCRIPTION

GROUND LIGHT

UNKNOWN & STEAM LINE

TRANSFORMER

GUY WIRE

FW

FIRE PROTECTION WATER LINE (P-235)

DW DOMESTIC WATER LINE (P-235)

SANITARY SEWER FORCE MAIN

INDUSTRIAL WASTE

AIRCRAFT FUEL PIPEG

TELEPHONE LINE

CONCRETE BARRIER

P-235 SIDEWALK

DW

FW

VF100

BLDG 131

BLDG 199A

BLDG 1790

BLDG 1639 BLDG 1640

BLDG 199

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

6TH AVENUE

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B-3 B-5

C-3

C-4

B-4

PLAN

NORTH

1" = 30'A1 EXISTING CONDITIONS PLAN - AREA 1

GENERAL NOTES

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

KEY PLAN

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

SCALE IN FEET

30' 60'

VF101

VF102

VF103VF104

VF102A

PLAN

NORTH

1. SEE SHEET VF100 FOR SURVEY NOTES AND LEGEND.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS OVERALL PLAN AND

BORING LOCATION TABLE.

3. SEE SHEETS VF111 THROUGH VF113 FOR SANITARY SEWER AND

STORM SEWER TABLES.

4. SEE SHEETS B-101 THROUGH B-103 FOR BORING AND SOUNDING

LOGS.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

IS

SU

ED

F

OR

B

ID

VF101

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

D W

D W

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B-2A

B-1A

C-1A

C-2A C-3A

PLAN

NORTH

1" = 30'A1 EXISTING CONDITIONS PLAN - AREA 2

GENERAL NOTES

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V A

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IE

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MA

TC

H

LIN

E

SH

EE

T

VF

KEY PLAN

MA

TC

H

LIN

E

SH

EE

T

VF

SCALE IN FEET

30' 60'

PLAN

NORTH VF101

VF102

VF103VF104

VF102A

IS

SU

ED

F

OR

B

ID

MATCH LINE SHEET VF102A MATCH LINE SHEET VF102A

VF102A

1. SEE SHEET VF100 FOR SURVEY NOTES AND LEGEND.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS OVERALL PLAN AND

BORING LOCATION TABLE.

3. SEE SHEETS VF111 THROUGH VF113 FOR SANITARY SEWER AND

STORM SEWER TABLES.

4. SEE SHEETS B-101 THROUGH B-103 FOR BORING AND SOUNDING

LOGS.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

VF102

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

LOCLOCLO

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1" = 30'A1 EXISTING CONDITIONS PLAN - AREA 2

GENERAL NOTES

N A

V A

L

FA

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IE

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PLAN

NORTH

KEY PLAN

N A

V A

L

FA

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IL

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IR

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P E

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TI

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

SCALE IN FEET

30' 60'

PLAN

NORTH

VF101

VF102

VF103VF104

VF102A

MATCH LINE SHEET VF102

IS

SU

ED

F

OR

B

ID

1" = 30'A2 EXISTING CONDITIONS PLAN - AREA 2A

SCALE IN FEET

30' 60'

PLAN

NORTH

MATCH LINE SHEET VF102

VF102A

1. SEE SHEET VF100 FOR SURVEY NOTES AND LEGEND.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS OVERALL PLAN AND

BORING LOCATION TABLE.

3. SEE SHEETS VF111 THROUGH VF113 FOR SANITARY SEWER AND

STORM SEWER TABLES.

4. SEE SHEETS B-101 THROUGH B-103 FOR BORING AND SOUNDING

LOGS.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

VF102A

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

U K

U K

U K

U K

U K

U K

UK

C O M M

C O M M

C O M M

COMM

COMM

WW

W W

W W

W W

W W

W

W

W

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W

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W W W

EEE

E E

E E

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E E

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W W W W

E E

E E

E E

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C O M M

C O M M

C O M M

E E E E E

COMM COMM COMM

COMM COMM COMM

LO

C

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C

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LOC

LOC

LOC

LOCLOC

LOC

LO

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LOCLOCLOC

LO

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LOC LOC

LOCLOC

LO

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LO

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G

G

G

G

G

G

G

G G

G

G G

G G

G G

X

COMM

COMM

C O M M

C O M M

C O M M

COMM

COMM

COMMCOMM

COMM

COMM

C O M M

C O M M

C O M M

C O M M

C O M M

C O M M

C O M M

COMM COMM

WW

WW

STM

STM

STM

STM

STM

STM

STM

STM

STM STMSTM STM

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E E E

E

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E E

E

E

E E

E E E E

E E

E E E

E E

E E

E

E

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E

E

E

E

E

E E

E

E

E

E

E E E

E E

E E

E E

E

E

E

E

SS SS SS SS SS SS SS SS SS

S S

SS

U K

U K

U K

UK

G G

G G

G G

G G

G G

E E

UK

U K

E E

G G

G G

G G

G G

G G

G G

G G

1" = 30'A1 EXISTING CONDITIONS PLAN - AREA 3

GENERAL NOTES

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

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FY

P -2

A

TC

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O W

E R

A N

D A

IR

O

P E

R A

TI

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MA

TC

H

LIN

E

SH

EE

T

VF

MATCH LINE SHEET VF104

PLAN

NORTH

KEY PLAN

SCALE IN FEET

30' 60'

PLAN

NORTH VF101

VF102

VF103VF104

VF102A

IS

SU

ED

F

OR

B

ID

1. SEE SHEET VF100 FOR SURVEY NOTES AND LEGEND.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS OVERALL PLAN AND

BORING LOCATION TABLE.

3. SEE SHEETS VF111 THROUGH VF113 FOR SANITARY SEWER AND

STORM SEWER TABLES.

4. SEE SHEETS B-101 THROUGH B-103 FOR BORING AND SOUNDING

LOGS.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

VF103

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

U K

U K

U K

UK

UK

UK

UK

UK

UK

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

U K

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

E E

E E

LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC LOC LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

G

G G

G

G

G G

G G

G G G G G G GG G G G G G G

G G

G G

G G

X X

X

X

X

G

G

C O M M

C O M M

C O M M

C O M M

C O M M

C O M M

COMMCOMMCOMMCOMMCOMM

W W

W W

W W

W W

W W

W

W

STM STM

STM

STM

STM STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

E

E

E E

E

E E

E E

E E

E E

E E

E E

E

E

E E

E E

E

E

E

E

E E

E

E

EEE

E S S

S S

S S

S S

S S

S S

UK

UK

UK

UK

UK

UK

U K

U K

U K

U K

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

1" = 30'A1 EXISTING CONDITIONS PLAN - AREA 4

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

MATCH LINE SHEET VF103

MA

TC

H

LIN

E

SH

EE

T

VF

PLAN

NORTH

SCALE IN FEET

30' 60'

PLAN

NORTH VF101

VF102

VF103VF104

VF102A

IS

SU

ED

F

OR

B

ID

1. SEE SHEET VF100 FOR SURVEY NOTES AND LEGEND.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS OVERALL PLAN AND

BORING LOCATION TABLE.

3. SEE SHEETS VF111 THROUGH VF113 FOR SANITARY SEWER AND

STORM SEWER TABLES.

4. SEE SHEETS B-101 THROUGH B-103 FOR BORING AND SOUNDING

LOGS.

5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235

AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.

VF104

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

N

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

VF111

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

VF112

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

VF113

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

GENERAL NOTES

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

1. THE BORING AND SOUNDING LOGS PRESENTED ARE PART OF THE

PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND

GEOTECHNICAL ENGINEERING SERVICES COMPLETED BY GET

SOLUTIONS, INC. DATED MAY, 8 2019.

2. THE BORING AND SOUNDING LOGS AND RELATED INFORMATION,

INCLUDING WATER LEVELS, DEPICT CONDITIONS ONLY AT THE

SPECIFIC LOCATIONS AND AT THE PARTICULAR TIME DESIGNATED

ON THE LOGS. THE ELEVATION AND LOCATION COORDINATES OF

THE BORINGS, WATER LEVEL, AND SOIL/ROCK LAYERING ARE

APPROXIMATE AND TO THE DEGREE OF ACCURACY IMPLIED WITH

THE METHODS EMPLOYED OF SURVEYING AND MEASUREMENT, AS

NOTED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

3. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM

CONDITIONS OCCURRING AT THESE SPECIFIC BORING LOCATIONS.

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 FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING

DRILLING ACTIVITIES AND THE MORE DEFINITIVE RESULTS OBTAINED

FROM THE LABORATORY TESTING. 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.

6. ALL SOIL BORINGS WERE MADE AND LOGGED BY PERSONNEL OF

GET ON THE DATE(S) IDENTIFIED ON THE BORING LOGS.

7. "N" REPRESENTS THE NUMBER OF BLOWS REQUIRED TO ADVINCE A

STANDARD PENETRATION TEST, SPLIT-SPOON SAMPLER A TOTAL OF

12 INCHES ACCORDING TO ASTM D-1586. ADJUSTMENTS IN BLOW

COUNTS FOR DESIGN MAY BE REQUIRED TO ACCOUNT FOR ENERGY

VARIATIONS FROM HAMMER TYPE USED (CATHEAD OR AUTOMATIC

TRIP HAMMER) AS WELL AS OTHER PARAMETERS. THE METHOD

EMPLOYED FOR OBTAINING THESE SAMPLES SHOULD BE IDENTIFIED

ON THE BORING LOGS AND IN THE TEXT OF THE SUBSURFACE

INFORMATION DOCUMENT.

B-101

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

1. SEE SHEET B-101 FOR BORING AND SOUNDING LOG NOTES.

B-102

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

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 -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

1. SEE SHEET B-101 FOR BORING AND SOUNDING LOG NOTES.

B-103

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T06:45:46-0400

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