1614700dwg02of22HAZMAT_GEOTECH.pdf

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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FAD

0 10

E S

D

E U

C

E U

E

E U E

E U

C

C A B L E S

E U E (2 K

V

P

IP

D (1

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D C I)

ES

D(

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CP

EUE/

EUC

EUE(6W)

EUE(6W)

EUE/EUC

EUE/EUC

241245

231232

S-6

S-8

S-4

S-0

S-12

N-5

N-10

N-12

N-1

N-2

N-4

N-0

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

INV. 29.31'

INV. 30.42'

R C P

INV. 33.77'

INV. 33.82'

8" STEEL

HUNTLEY HOLLER ROAD

INV. 37.61'

INV. 35.80'

INV. 10.06'

30" RCP

ST

EE

L INV. 9.84'

INV. 9.67'

S T E E L

INV. 15.95'

INV. 14.90'

S

TE

E

LINV. 13.71'

INV. 13.12'

12" STEEL

INV. 16.79'

INV. 17.01'

S

TE

E

LINV. 19.96'

INV. 19.73'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

R C P

INV. 16.40'

INV. 16.73'

C M

P

INV. 45.79'

INV. 45.65'

4" STEEL INV. 65.68'INV. 65.88'

INV. 58.87' INV. 58.18'

S T E E L

INV. 40.23'

INV. 39.97'

INV. 35.68'INV. 35.92'

INV. 43.35'

INV. 43.37'

12" STEEL

INV. 38.73'

INV. 38.14'

RIDGE ROAD

ST. LAURENT STREET

ST. LAURENT STREET

H U

N T L E

Y H

O L L E

R R

O A

D

RIDGE ROAD

H U

N T L E

Y H

O L L E

R R

O A

D

H U

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O A

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S T . L

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T R

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S T

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L E

S A

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N U

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T E

E L

E S A

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N U

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ST.LAURENT STREET

S T .L

A U

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N T S

T R E E T

S T E E L E S A

V E

N U E

S T E E L E S A

V E

N U E

H U N

TL

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H O

LL

E R R

O A D

S-10

N-6

S T E E L

INV. 70.28'

INV. 69.85'

INV. 53.21'

INV. 53.33'

INV. 37.76'

INV. 38.49'

J A

K E S L

A N

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E X

IS

T

TU

N N E L

EXIST WELL #100

EXIST MH N1A

EXIST MH 3W

EXIST MH 4W

EXIST MH 5W

EXIST MH 6W

BANKEXIS

T

LOAD

EXIST MH 7W

BLDG

TRANSMITTER

B100

SSCO

EXIST

C A B L E S

E U E (2 K

V

P

F

E U F

(A B )E

S S x

X

E S D (6 "P

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C A B L E S

E U E (2 K

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B L E S

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B L E S

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ESD(15"RCP)

E S D (1

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ESD(15"RCP)

E S

D (1

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ESD(36"RCP)

ESD(4"STL)

ESD(36"RCP)

E U

C

E U

E

E U E

E U

C

E U E

E U

C

EUC

EUC

EUE

EU

E

EU

E

EU

E

EU

C

EU

C

EU

C

ESD

ESD(24"RCP)

ESD(24"RCP)

E S D (1

"R

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E S D (2

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ESS(4")

EUE(2-4")

ESD

ESD

ESD

ES

D

ESD

E S

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0")

E S S

E S S

ESS(AB)E

S S

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ESS

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EOU

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EUU

EUC(2-3/4")

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P U

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TIN

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EUE

RIDGE ROAD

RIDGE ROAD

S T L A

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N T S

T R E E T

EXIST MH 2W

EXIST MH 1W

EXIST MH N1B

W

F

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EUE(

2-

KV

EUE(

2-

KV

EUE(

2-

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(G R A

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L)

24" CMP

INV.

INV.

CM

P

INV.

INV.

C

6" STEEL

28.31'

INV.

28.25'

INV.

R C P

R C P

C

C

R C P

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E U E

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CM

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EW

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N ° 4

' 0

"W

.1

STAGING AREA FOR VARIOUSSIZE CONCRETE BLOCKS

DIESEL TANK500 GALLON

S

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WVWV

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CO

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SS

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WV

W

O

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P7

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P14

P17

P20

P22

P25

ECF-CBR-1

ECF-B-3

ECF-B-5

ECF-B-1

ECF-B-2

ECF-CBR-2

ECF-B-8

ECF-B-7

P6 & P6A

ECF-B-4A

ECF-B-4

ECF-B-6A

ECF-B-6

ECF-VAC-1

ECF-VAC-2

ECF-VAC-6

ECF-VAC-7

ECF-VAC-3

ECF-VAC-5

ECF-VAC-4

ECF 6

ECF 5

ECF 4

ECF 1

ECF 2

ECF 3

P-TP 8

P-TP 7

P-TP 6

P-TP 5

P-TP 4

P-TP 2 / P-TP 2A

P-TP 3

P-TP 1

P3

P-TP 8

0 10

P4

P5

P7

P8

P6 & P6A

35 40

P11 P-TP 7

P14

P-TP 6

E U F

(A B )E

S S x

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WV

S

S

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DIESEL TANK

500 GALLON

STANDARD

MAILBOX

CO

S

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WV

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SO

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ECF-CBR-1

ECF-B-3

ECF-B-5

ECF-B-1

ECF-B-2

ECF-CBR-2

ECF-B-8

ECF-B-7

ECF-B-4A

ECF-B-4

ECF-B-6A

ECF-B-6

ECF-VAC-1

ECF-VAC-2

ECF-VAC-6

ECF-VAC-7

ECF-VAC-3

ECF-VAC-5

ECF-VAC-4

ECF 6

ECF 5

ECF 4

ECF 1

ECF 2

ECF 3

P17

P-TP 5

P20

P-TP 4

P22

P-TP 2 / P-TP 2A

P-TP 1

P25

P-TP 3

JSK JSK TCW

B-100

NORTH

PLAN

1000' 2000'0

DETAIL A

DETAIL B

DETAIL C

DETAIL D

DETAIL E

DETAIL F

DETAIL G

DETAIL H

DETAIL I

DETAIL A

100' 200'0

DETAIL B

DETAIL C

DETAIL D

DETAIL E

DETAIL F

DETAIL G

DETAIL H

DETAIL I

250' 500'0

B O

R

IN

O

C A

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IO

A N

250' 500'0

250' 500'0 250' 500'0 250' 500'0

250' 500'0

250' 500'0

250' 500'0

(DRILLED 01-04 & 23 SEPTEMBER 2020)

ECF-B-1 THROUGH ECF-B-8 & P-3 THROUGH P-25

SOIL BORING APPROXIMATE LOCATION:

(EXCAVATED 17-18 SEPTEMBER 2020)

P-TP 1 THROUGH P-TP 8

TEST PIT APPROXIMATE LOCATION:

ECF-CBR-1 & ECF-CBR-2

CBR SAMPLE APPROXIMATE LOCATION:

SYMBOL LEGEND

(EXCAVATED 19-20 OCTOBER 2020)

ECF-VAC-1 THROUGH ECF-VAC-7

VACUUM EXCAVATION TEST PIT APPROXIMATE LOCATION:

(EXCAVATED 17 SEPTEMBER 2020)

ECF 1 THROUGH ECF 6

SWM TEST PIT APPROXIMATE LOCATION

NOTES:

SEE SHEET B-600 FOR BORING LOCATION AND RESULTS TABLES.1.

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SCALE:

EPROJECT NO.

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SHEET OF

BRANCH MANAGER

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FIRE PROTECTION

PM/DM

DES DRW CHK

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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

B129

FFE: 95.41

OLD GPS CONTROL STATION

B-201

JSK JSK TCW

NORTH

PLAN

A A

70 70

FFE= 95.41'FFE= 95.41' PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

EXISTING GRADE

1:1

PROPOSED CONSTRUCTION

B

B

4:14:1

SECTION A-A SECTION B-B

SCALE: 1"= 5'' SCALE: 1"= 5''

EXISTING GRADE

12'

UNCONTROLLED FILL

APPROX. DEPTH OF

10' 10'25.9' +-

20'

10'

10'

BOF EL. = 90.41

BOF EL. = 87.58

BOF EL. = 90.41 BOF EL. = 90.41

EL. = 84.00

EL. = 83.00

EL. = 82.00

EL. = 79.00

EL. VARIES (SEE SECTION A-A)

5' 10'0

20' 10' 10' 12'-+

EL. = 84.00

EXCAVATE TO

EL. = 83.00

EXCAVATE TO

EL. = 82.00

EXCAVATE TO

EL. = 79.00

EXCAVATE TO

SCALE: 1"= 5''

LIMIT OF EXCAVATION

PLAN - B129 (VCC)

O V

E R

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C A

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T

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U N

D E

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A

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C C

WALL OF B129

EXISTING NORTHERN

WALL OF B129

EXISTING NORTHERN

1:1

SCALE: N.T.S.

UNDERCUT DETAIL

THIS SHEET

SEE UNDERCUT DETAIL ON

1:

(T

Y P

ELEVATION = 87.58'. MUST BE VERIFIED.

APPROX. BOTTOM OF FOOTING

EXISTING FOOTING FOUNDATION,

SEE PLAN FOR DETAILS.

UNDERCUT ELEVATION,

(SEE NOTE 6)

LIMIT OF EXCAVATION

BENCHING EXCAVATION SIDE SLOPES IN ACCORDANCE WITH OSHA STANDARDS.

LIMITS OF EXCAVATION INDICATE THE HORIZONTAL LIMITS OF THE BASE OF EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, SLOPING, AND 6.

PREVENT UNDERMINING, THE UNDERCUT MUST SLOPE AT A 1H:1V SLOPE FROM THE EXISTING FOOTING, SEE UNDERCUT DETAIL.

UNDERCUT ADJACENT TO THE EXISTING BUILDING MUST BE PERFORMED IN A MANNER TO PREVENT UNDERMINING OF THE EXISTING BUILDING FOUNDATIONS. TO 5.

BOTTOM OF THE EXCAVATION.

INSPECTED BY THE GEOTECHNICAL ENGINEER TO CONFIRM THAT ALL UNCONTROLLED FILL HAS BEEN REMOVED AND NATURAL SUBGRADE IS PRESENT AT THE

CONTRACTOR MUST EXCAVATE TO NATURAL SUBGRADE BEFORE BEGINNING BACKFILL PROCEDURES. PRIOR TO PLACING FILL THE EXCAVATION MUST BE 4.

ACTUAL FIELD CONDITIONS.

DEPTH OF UNCONTROLLED FILL LINE IS AN APPROXIMATION BASED UPON INTERPOLATION BETWEEN SUBSURFACE EXPLORATIONS AND MAY NOT REPRESENT 3.

REFERENCE CIVIL GRADING SHEETS FOR PROPOSED GRADE DETAILS.2.

REFERENCE STRUCTURES SHEETS FOR BUILDING AND FOOTING DETAILS.1.

NOTES:

(SEE NOTE 6)

LIMIT OF EXCAVATION

(SEE NOTE 6)

LIMIT OF EXCAVATION

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SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

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SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

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FOR COMMANDER NAVFAC

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FAD

B O

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JSK JSK TCW

B-500

GRAPHIC

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

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FAD

B O

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B-501

GRAPHIC

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

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29 358

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C

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

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02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

B-600

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SUMMARY OF VACUUM EXCAVATION TEST PITS

SUMMARY OF SIEVE ANALYSES

SOIL CONDITIONS SUMMARY TABLE

PENINSULA SOIL BORINGS SUMMARY

ECF SOIL BORINGS SUMMARY 1

ECF SOIL BORINGS SUMMARY 2

B O

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IT

B L E

S

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