Specifications_6.pdf

PDF 3 MB Posted Aug 13, 2019

Attached to: Union Village Dam Toe Drain Repair, East Thetford, VT
Solicitation number: W912WJ19Q0109
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Specifications

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File	Type	Posted
Specifications_4.pdf	PDF	Aug 13, 2019
Specifications_3.pdf	PDF	Aug 13, 2019
Specifications_5.pdf	PDF	Aug 13, 2019
Specifications_2.pdf	PDF	Aug 13, 2019
Specifications_1.pdf	PDF	Aug 13, 2019
UVD_Toe_Drain_Repair_-_Plans.pdf	PDF	Aug 12, 2019
Solicitation_W912WJ19Q0109.pdf	PDF	Aug 12, 2019

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7 4

8 439

1 442

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80

0+100+200+300+400+500+600+700+800+901+001+101+201+30

1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80

0+100+200+300+400+500+600+700+800+901+001+101+201+30

1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70

SITE PLAN SHOWING AS-CONSTRUCTED TRENCH ALIGNMENT

TOE DRAIN REPLACEMENT - TRENCH EXCAVATION (SW WALL)

TOE DRAIN REPLACEMENT - TRENCH EXCAVATION (NE WALL)

E L E

V A

N I

N F

E E

T N

A V

D E

L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

D E

L E

V A

N I

N F

E E

T N

A V

PHOTO LOCATIONS

NAE GEOTECH PRE-CONST.

SAMPLE LOCATIONS

NAE GEOTECH INSPECTOR'S

SAMPLE LOCATIONS

CONTRACTOR (CLASSIC)

SAMPLE LOCATIONS

NEWLY CONSTRUCTED

FEATURES

LEGEND:

010 10 20

1" = 10'

GRAPHIC SCALE:

PHOTO 1: SAMPLE LOCATION T6, SILTY SAND FOUNDATION

(LOOKING WEST)

PHOTO 2: RIGHT DRAIN TRENCH, MISC.

ROCK FILL OVER ORANGE-BROWN SANDY

FOUNDATION (LOOKING WEST)

PHOTO 3: TEST PIT #8, MISC. ROCK

FILL OVER FINE SAND FOUNDATION

(LOOKING NORTH)

PHOTO 4: RIGHT DRAIN @ END OF TRENCH (UPPER

MANHOLE LOCATION), MISC. ROCK FILL OVER SILTY

SAND FOUNDATION (LOOKING WEST)

PHOTO 5: TRENCH AT LOWER MANHOLES, MISC.

ROCK FILL OVER OLD GRAVEL BEDDING

(LOOKING NORTH)

PHOTO 6: LEFT DRAIN TRENCH SOUTHWEST OF

UPPER MANHOLE, SHOWING PIPE

ALIGNMENT/BENDS DURING CONSTRUCTION

(LOOKING SOUTHWEST)

PHOTO 7: LEFT DRAIN TRENCH SOUTHWEST OF

UPPER MANHOLE, MISC ROCK FILL OVER FINE SAND

FOUNDATION LOOKING SOUTHWEST)

PHOTO 8: LEFT DRAIN TRENCH SOUTHWEST OF UPPER

MANHOLE, MISC. ROCK FILL OVER FINE SAND FOUNDATION

(LOOKING SOUTHEAST)

PHOTO 9: END OF LEFT DRAIN TRENCH, FINE

SAND FOUNDATION OVER SHALLOW BEDROCK

(LOOKING NORTHEAST)

PHOTO 10: TEST PIT #7, OLD SCREENED

GRAVEL AND ORIGINAL CLAY DRAIN PIPE

(LOOKING WEST)

D E

S C

N M

A R

K A

P P

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

1 2 3 4 5 6

SHEET OF XXX1

C O

N C

O R

M A

S S

A C

H U

S E

T T S

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

IDENTIFICATION

SHEET

G-001

S O

A T

N N

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

T E

D B

Y : P L

O T D

A T

C O

N T

R A

C T N

D R

A W

G C

O D

E N

A M

P L

O T S

C A

L E

C O

N -X

X -B -X

X X

W J -X

X -X -X

X X

A N

S I E

SHEET OF XXX

District

New England of Engineers

US Army Corps

T O

E D

R A

E P

L A

C E

M E

N T

U N

N V

L A

G E D

A M

A S -C

O N

S T

R U

C T

E D S

E P

L A

D M

M A

T R

E E L

TREE LINE

N 471,100 N 471,100

N 471,200 N 471,200

N 471,300

S T

S T A

STA

.11

S T

20' 0 20' 40'

PZ-11

STA 0

STA

S T

S T A 0+

S T A 1+

SCALE:

B O

T T

O M E

L .1

V O

U T " P

V C

R .6

D M

H S

T A

A S B

B O

T T

O M E

L .5

V O

U T " P

V C

" P

V C .4

R .5

D M

H S

T A

A S B

B O

T T

O M E

L .5

V O

U T " P

V C .3

" P

V C .4

R .5

D M

H S

T A

A S B

('S'-SERIES)

NAE GEOTECH INSPECTOR'S SAMPLE LOCATIONS

SAMPLE LOCATIONS ('T'-SERIES)

NAE GEOTECH INSPECTOR'S PRE-CONSTRUCTION

('C'-SERIES)

CONTRACTOR (CLASSIC) SAMPLE LOCATIONS

UPDATED CONTOURS

EXTENT OF POST-CONSTRUCTION SURVEY /

TEST PIT

LEGEND

B O

T T

O M E

L .1

O U

T " P

V C .4

R .6

D M

H S

T A

A S B

C15

C16

C17

C12

C11

C10

C14

Fnd

(GW-GM)s

Fnd

(SW)g

Fnd

(SW)g

Fnd

(GW)s

Fnd

(GP)s

C15

C16

C17

C12

C11

C10

C14

Fnd

(GW-GM)s

Fnd

(SW)g

Fnd

(SW)g

Fnd

(GW)s

Fnd

(GP)s

C13

Fine Sand Fnd

visual description

USCS/

INFILLED ROCKFILL

ROCKFILL

INFILLED M.

NOTE: HATCHED AREAS DENOTE UNCERTAINTY; THESE AREAS OF TRENCH EXCAVATION WERE NOT DIRECTLY OBSERVED BY USACE INSPECTOR.

SANDY FOUNDATION SOIL

SOIL

FINE SAND FOUNDATION

INFILLED ROCKFILL

ROCKFILL

INFILLED M.

NOTE: HATCHED AREAS DENOTE UNCERTAINTY; THESE AREAS OF TRENCH EXCAVATION WERE NOT DIRECTLY OBSERVED BY USACE INSPECTOR.

INFILLED ROCKFILL

SOIL

SANDY FOUNDATION

SANDY FOUNDATION SOIL

SOIL

FINE SAND FOUNDATION

FOUNDATION SOIL

ALLUVIAL

SANDY FOUNDATION SOIL

CONSTRUCTION

EXPOSED DURING

BEDROCK

CONSTRUCTION

EXPOSED DURING

BEDROCK

OLD GRAVEL BEDDING

OLD SCREENED GRAVEL

OLD GRAVEL BEDDING

FOUNDATION SOIL

SANDY

FOUNDATION SOIL

ORANGE-BROWN SANDY

RIGHT TRENCH UPPER MANHOLE - SEE INSET SITE PLAN, ABOVE RIGHT

NOTE: SAMPLES T5, T6, T7 WERE COLLECTED FROM AN AREA WEST OF

INITIAL DESIGN STATIONING (BASED ON ORIGINAL PLANNED LOCATION OF EAST UPPER MANHOLE)

S11

S15

S18

S23

S17

S22

S24

S1 S2

S4 (brown)

Sand Fnd

SP-SM

(lt brown)

Gravel Bedding

(brown)

Screened Gravel

GW-GM

S8 S10

S25

S21

S20

S19

S16

S12

(red-yellow)

Fine Sand Fnd

SP-SM

(lt brown)

Gravel Bedding

Fine Sand Fnd (brown)

(gr-br)

Gravel bedding

GP-GC

(gr-br)

Alluvial Fnd

Rockfill +

(brown)

Alluvial Fnd

(SW-SM)g

Gravel Bedding (lt. brown)

GW-GC

(brown)

Fine Sand Fnd

(SP-SM)g

Infilled Rockfill (gray)

(SW-SM)g

Infilled Rockfill (gray)

(SW)g

(lt brown)

Sand Fnd

SW w/cob

(brown)

Fnd

SP-SM w/cob

(brown)

Sand Fnd

(SP-SM)g w/cob

(brown)

Fine Sand Fnd

SM w/cob

(gray)

Infilled Rockfill

(GW)s

(orange-brown)

Fnd w/cob

(SP-SM)g

(gr-brown)

Fnd

(w/CL-ML SEAM)

SP-SM w/cob

(brown)

Right Bank Fnd

(SP-SM)g w/cob, roots

T6 T7

(brown)

Right Bank Fnd

SM w/cob, roots

(brown)

Right Bank Fnd

(SP-SM)g w/cob visual description

USCS/

visual description

USCS/

PHOTO 1

PHOTO 8

PHOTO 3

PHOTO 9

PHOTO 2

PHOTO 5

PHOTO 4

PHOTO 1

PHOTO 6 & 7

TP-4

TP-1

TP-8

TP-2

TP-3

TP-7

11 12

14 13

C10

C11

C12

C13

C14

C15

C16

C17

TP-5

SAMPLES 5,6,7

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