05 - TEST PIT AND BORING PLAN INDEX OF DRAWINGS · designer/drafter: checked by: project title:...

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

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OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

FILENAME:PLOTTED:

DATE: APPROVED BY:

East Hartford, CT 06108

55 Hartland Street, Suite 401

H.W. LOCHNER, INC

R. BRAY 10-26-16

EBRY ROADWAY IMPROVEMENTS

S. SPEARBRIDGEPORT 301-0167

S. WEXELL

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE

DESIGNED BY:



H.W. LOCHNER, INC

BOR-01

BOR-02

TP-BOR-02

TP-BOR-03

TP-BOR-04

TEST PIT AND BORING LOCATION PLAN



BORING LOGS

BORING LOGS

BOR-03 BORING LOGS

DRAWING TITLE

TP-BOR-01 INDEX OF DRAWINGS

05 - TEST PIT AND BORING PLAN

TP-BOR-01

INDEX OF DRAWINGS

TEST PIT AND BORING PLAN05.01

3365

UI

584

UI

587

UI

586

UI

585

UI

10IN MAPLE

12IN ORN

582

UI

WGWG

285

UI

9846

UI

7987

UI

ELEV = 22.58'

SET IN UP

BM = SPIKE

ELEV = 23.17'

SET IN UP

BM = SPIKE

WV

GATE

GATE

WVFILLED)

MOSTLY

(HOODED,

TF = 21.16'

CB TYPE 'C'

FILLED)

MOSTLY

(HOODED,

TF = 21.26'

CB TYPE 'C'

(FILLED)

TF = 21.20'

CB TYPE 'CL'

(FILLED)

TF = 21.17'

CB TYPE 'CL'

WATER)

DEBRIS,

(FILLED W/

TF = 17.05'

CB TYPE 'CL'

BIT. WALK

CONC. WALK

BIT. WALK

BIT. WALK

INV = 19.79'

TF = 21.77'

CB TYPE 'CL'

(FILLED)

TF = 21.46'

CB TYPE 'CL'

FILLED)

(HOODED

TF = 21.79'

CB TYPE 'C'

STP BAR

WILLISTON STREET

WILLISTON STREET

UNIO

N A

VE

STP BAR

SIGN

STOP

SGN

STOP

SGN

SGN

SIGN

STOP

SGN SIGN

STOP

SIGN

STOP

TF = 21.13'

CB TYPE 'C'

TF = 21.04'

CB TYPE 'C'

SL

ATE C

UR

B

SLATE CURB

SLATE CURB

SLATE CURB

SLATE CURB

SLATE CURB

SLATE CURB

SLATE CURB

CONC. CURB

APP

RO

X S

TR

EE

T LIN

E

AT&T

OLD

AT&T

OLD

SLATE CURB

6" PVC

FL = 14.67'

TF = 22.20'

SANITARY MH

FL = 16.39'TF = 23.59'SANITARY MH

6" PVC

12" CLAY

12" CLAY

12" C

LA

Y

12" C

LA

Y

12" C

LA

Y

12" C

LA

Y

INV E = 14.39'

INV NW = 19.84'

INV W = 13.51'

INV S = 13.14'

INV N = 13.27'

TF = 22.64'

SANITARY MH

12" C

LA

Y

12" C

LA

Y

TF = 21.88'

WATER MH

HYD.

GATE

BIT.

583

UI

SGN

STOP

3336

SGN

5317

UI

581

UI

BA

RS

TP

BA

RS

TP

BARSTP

++

++

+++

++

+

+++

+

++

+++

++

++

+

++++

+

++

++

++

+++

++

+

+++

+

++

+++

++

++

+

++++

+

++

++++

+

+

++

+++

+

++

++

+

WG

WG

HYD.

LP

LP

LP

MAPLE

28IN

MAPLE

28IN

OAK

4IN

ORN

4INORN

4IN

ORN

4IN

W/ SIGN

LP

CONC. SIDEWALK

CONC. SIDEWALK

GRANITE CURBING

SL

ATE C

UR

BIN

G

CONC. CURBING

ST

RE

ET

BU

NN

ELL

12" RCP

12" R

CP

CO

NC. S

IDE

WA

LK

CO

NC. S

IDE

WA

LK

12" HDPE

15" HDPE

30" HDPE

INV E = 12.41'

INV S = 11.91'

INV NW = 12.21'

TF = 16.86'

CHAMBER

6' DIA LEACHING

CB TYPE 'C'

18" RCP

INV = 15.20'

TF = 17.50'

CB TYPE 'C'

GATE

GATE

DB

L 1

0" P

VC

CONC. SIDEWALK

WG

MANHOLEUTILITY

FL = 9.82'

TF = 17.42'

SANITARY MH

FL = 9.55'

TF = 17.45'

SANITARY MH

GATE

WILLISTON STREET

METER

WATER

WG

GATE

SGN

STREET

GATE

GATE

GATE

SIGNPARKING

STOP

30" HDPE

GV

GV

GV

GV

GAS VENT

GAS VAULT

GAS VAULT

BOXELECTRIC

SGN

INV W = 12.70'

INV N = 12.81'

INV E = 14.20'

TF = 17.14'

CB TYPE 'C'

30" H

DP

E

30" H

DP

E

THRU-CHANNELFL = 13.11'TF = 18.05'STORM MH

THRU-CHANNELFL = 12.49'TF = 17.32'STORM MH

18" RCP

18" RCP

6" PVC

INV = 13.64'TF = 16.64'CB TYPE 'CL'

(FILLED)TF = 15.91'CB TYPE 'C'

INV = 13.96'TF = 15.80'CB TYPE 'C'

INV W = 12.29'INV S = 12.96'INV E = 12.54'TF = 15.84'CB TYPE 'C'

INV S = 13.64'

INV E = 14.56'

TF = 17.24'

CB TYPE 'C'

BELOW)

(SEE NOTE 'A'

TF = 17.34'

STORM MH

BELOW TOP OF FRAME (ELEV = 17.34').

OF OPENED CHAMBER IS 6.20' (ELEV = 11.14')

CONCRETE COVER. DISTANCE TO BOTTOM

(ELEV = 17.34') IS AN OPENING WITH A 1.0' X 1.0'

1.60' (ELEV = 15.74') BELOW TOP OF FRAME

UNABLE TO VISUALLY CONFIRM INVERTS.

NOTE 'A':

FOUND IN THIS AREA

STORM STRUCTURE

NO MANHOLE OR

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

8017UI

4403UI

ELEV = 17.43'

UI 588

SET IN UP

BM = SPIKE

666

UI

588

UI

584

UI

WGWG

WV

FILLED)

MOSTLY

(HOODED,

TF = 21.16'

CB TYPE 'C'

STP BAR

SGN

AT&T

OLD

12" C

LA

Y

BA

RS

TP

BARSTP

+++

++

+++

+++

++

+++

SCALE 1"=40'

40 800

SCALE IN FEET

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800

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FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

9+98.31

PI

11+38.85

PI

13+00.76

PI

15+66.14

PI

9+39.20

POB

9+3910+00

11+00

12+00

13+00

14+00

15+00

16+

00

2' COV. OVER 12" GAS (LP

CI) 12" - 4

5 DEG. BEND

MAIN 7' COV.UNDER WATER 2 45 BEND

4" HP PL

12" LP CI

APPROX. LOC. 12" WATER

12" L

P CI

12" C

OM

B. S

EW

ER

APPR

OX. L

OC. 1

6" W

ATER

4" H

P P

L

APPR

OX. L

OC. 6

" WATER

12" H

P S

T


12" H

P S

T

6" L

P CI

APPR

OX. L

OC. 1

6" W

ATER

12" LP CI

4" HP PL

APPR

OX. L

OC. 6

" WATER

12" L

P CI

12" C

OM

B. S

EW

ER

4" HP ST

4" H

P P

L

10"x

15" C

OM

B. S

EW

ER

APPROX. LOC. UI DUCT BANK

APPR

OX. L

OC. U

I DU

CT B

AN

K

APPR

OX. L

OC. U

I DU

CT B

AN

K

TP-101TP-102

TP-104

TP-105

TP-106-1

TP-103

13+00

2' COV. OVER 12" GAS (LP

CI) 12" - 4

5 DEG. BEND

MAIN 7' COV.UNDER WATER 2 45 BEND

APPR

OX. L

OC. 6

" WATER

12" H

P S

T

MATCH LINE SEE TP

-BOR-03

TP-101

LEGEND

LB-200 SERIES

LB-100 SERIES

TP-104

TP-105

TP-101

TP-102

TP-103

TP-104

TP-105

TP-106-1

TEST PIT NO. EASTING

NORTHING/

627847.94

885059.54

627860.94

885141.20

627872.14

885211.27

627905.35

885276.91

627897.14

885280.90

627911.86

885419.02

STATION

10+35.62

11+18.30

11+89.06

12+59.34

12+61.89

14+00.54

FACILITY TYPE

WATER

WATER

WATER

GAS

WATER

GAS

OWNER

AQUARION WATER

AQUARION WATER

AQUARION WATER

SCG

AQUARION WATER

SCG

ELEVATION

TOP OF PIPE

ELEVATION

GROUND

15.07

16.33

17.01

20.12

18.63

19.99

18.65

20.00

21.18

21.95

22.13

22.07

COMPLETED TEST PIT

11/30/15

6/11/15

TEST PIT AND BORING PLAN

TP-BOR-02

05.02

287

UI

288

UI

289

UI

9521

SNET

2063

UI

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

GUARD HOUSE

EXISTING RAIL YARD MAINTENANCE BUILDING


SAW CUT/REPAVED UTILITY TRENCH

SA

W C

UT/R

EP

AV

ED U

TILIT

Y T

RE

NC

H

CONC. PAD

CONC. LOADING DOCK AREA

TF = 22.62'

UNKNOWN MH

GATE

TF = 23.81'

UNKNOWN MH

ELEV = 25.98'

SET IN UP

BM = SPIKE

GATE

GATE

GATE

GATE

ELEV = 27.84'

BASE OF LIGHT STANDARD

BM = TOP OF PAINTED BOLT,

ELEV = 26.37'


BM = TOP OF PAINTED BOLT,

GATE

SPEED BUMP

SPEED BUMP

LIFT GATE

LIFT GATE

LIFT GATE

STOP SIGN

STOP SIGN

CAMERA POLE

SURVEILLANCE

FILLED)

(HOODED

TF = 21.79'

CB TYPE 'C'

8" P

OSSIB

LE C

LA

Y

12" RCP

8" CLAY (?)

4" UN

KW

N

INV E = 20.22'INV W = 20.12'TF = 24.22'CB TYPE 'CL'

24" RCP

30" RCP

6" SDR 356" SDR 35

6" SDR 35

6" SDR 35

(UNKNOWN)HANDHOLE

GATE

LOADING DOCK

12" RCP12" RCP

15" R

CP

UNIO

N A

VE

CONC.

LINES

ISLAND

PAINTED

LINES

ISLAND

PAINTED

SPEED BUMP

POLE

FLAG

POLE

FLAG

POST

METALPOST

METAL

SIGN

POST

METAL

POST

METAL

HEAD

SPRINKLER

HEAD

SPRINKLER

ST

AIR

S

ARRAY

LIGHT

SL

ATE C

UR

B

SL

AT

E C

UR

B

CO

NC. C

UR

B

CO

NC. C

UR

B

SL

AT

E C

UR

B

SL

ATE C

UR

B

N/F

TRUE VINE OF HOLINESS

N/F

1212 CENTRAL AVENUE LLC

N/F

PEQUONNOCK ENTERPRISES


PIT 112

TEST

PIT 111

TEST

INV E = 18.73'

FL = 16.99'

TF = 26.99'

SANITARY MH

STORM/

FL = 15.91'

TF = 25.92'

SANITARY MH

STORM/



FL = 14.06'

TF = 23.30'

SANITARY MH

STORM/

12" C

LA

Y

12" C

LAY

12" C

LA

Y

12" C

LA

Y

INV E = 18.95'

INV NE = 20.90'

INV NW = 23.55'

INV W = 17.75'

TF = 26.60'

SANITARY MH

6" UNKWN

30" RCP

BA

R

STP

BOX

CONTROL

GATE

BA

R

STP

+

+

+

+

+

++

+

+

+

+

+

+

+

+

+

+

++

+

+

+

+

++

+

+

+

+

+

+

+

+

+

++

++

+

+

++

++

++

++

UNIO

N A

VE

STAIRS

STAIRS

GENERATOR

GENERATOR

ST

AIR

S

30" RCP

30" RCP

INV W = 16.44'INV E = 16.56'INV N = 17.36'TF = 24.11'CB TYPE 'CL'

INV S = 18.58'

INV W = 18.82'

INV E = 18.63'

TF = 26.26'

CB TYPE 'CL'

INV W = 16.57'INV E = 17.12'TF = 25.32'STORM MH

TF = 22.48'

BOTTOM

CHAMBER, SOFT

6' DIA LEACHING

CB TYPE 'CL'

TF = 22.40'

BOTTOM

CHAMBER, SOFT

6' DIA LEACHING

CB TYPE 'CL'BLDG

BLDG

12" C

LAY

12" C

LA

Y


SCALE 1"=40'

40 800

SCALE IN FEET

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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40 800

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FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

LB-204

LB-203

LB-201

LB-202

TP-108

TP-111 TP-112


17+92.57

PI

18+68.60

PI 21+22.57

PI

24+61.11

PI

25+14.19

PI

17+

00

18+

00

19+0020+00

21+0022+00

23+0024+00

25+00

26+00

17+

00

PIT 108

TEST

MATCH LINE SEE TP

-BOR-02

MA

TC

H

LIN

E S

EE

TP-B

OR-04

TP-112

TP-111

TP-108

TP-108

TP-111

TP-112

TEST PIT NO. EASTING

NORTHING/

628097.46

885555.23

628112.37

885585.25

628112.20

885587.47

STATION

17+23.49

17+33.84

17+33.35

FACILITY TYPE

WATER

WATER

GAS

OWNER

AQUARION WATER

AQUARION WATER

SGC

ELEVATION

TOP OF PIPE

ELEVATION

GROUND

19.00

20.13

20.97

23.75

23.80

23.72TP-101

LEGEND

LB-200 SERIES

LB-100 SERIES

COMPLETED TEST PIT

11/30/15

6/11/15

TP-BOR-03

TEST PIT AND BORING PLAN 05.03

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

BUNKER

CONC. STORAGE

HYD.

(NOT INSTALLED)

UTILITY BOXES

(NOT INSTALLED)

UTILITY BOX

(NOT INSTALLED)

UTILITY BOX

ELEV = 27.77'

BOLT , CAT TOWER #AY5

BM = TOP OF PAINTED

ELEV = 28.34'

BM = SET

ELEV = 26.37'


BM = TOP OF PAINTED BOLT,GATE

#AY9

TOWER

CAT #AY8

TOWER

CAT

#AY10

TOWER

CAT

#AY7

TOWER

CAT

STRUCTURE

UTILITY

#AY5

TOWER

CAT

#AY5

TOWER

CAT

#AY15

TOWER

CAT

#AY11

TOWER

CAT

HANDHOLE

GATE

GATE

SWITCH BOX

SWITCH BOXSWITCH BOX

SWITCH BOX

SWITCH BOX

SWITCH BOX

POSTS

MTL

POSTS

MTL

BUNKER

BLOCK

CONC.

GRATE

GROUNDING

GRATE

GROUNDING

GRATE

GROUNDING

TRANSFORMERS

ELECTRICAL

CONC. PAD/

ARRAY

LIGHT

ARRAY

LIGHT

ARRAY

LIGHT

BLOCK

CONC.

WG

WG

WG

WG

CROSSING A

T GRADE

BITUMIN

OUS RAIL

ROADSTOP BAR

STOP BAR

STOP BAR

TRAILER

STAIRS STAIRS

CROSSING AT GRADEBITUMINOUS RAILROAD

STOP BAR

STOP BAR

ST

AIR

S

BY CAR)(OBSTRUCTEDTF = 24.18'CB TYPE 'CL'

SCALE 1"=40'

40 800

SCALE IN FEET

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

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FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

LB-104

LB-103LB-102

LB-101

HHH

APPROX. LOC. 8" WATER APPR

OX. L

OC. D

UC

T B

AN

K

APPROX. LOC. DUCT BANK

APPRO

X. LO

C. 2

" RM

C

APPROX. LOC. DUCT BANK

0+00

1+002+00

3+004+00

5+006+00

7+00

8+00

9+00

10+00

11+00

12+00

5+36.98

PC 7+32.21

PT

8+83.88

PC

10+93.73

PT

12+00.00

POE

TRUNKLINE POE STA. 26+79.33

ROADWAY POB STA. 0+00.00 =

MA

TC

H

LIN

E S

EE

TP-B

OR-03

TEST PIT AND BORING PLAN

TP-101

LEGEND

LB-200 SERIES

LB-100 SERIES

COMPLETED TEST PIT

11/30/15

6/11/15

TP-BOR-04

05.04

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELLBOR-01

LB-101/OW LB-102 LB-103

BORING LOGS 05.05

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELLBOR-02

LB-104/OW LB-201 LB-202

BORING LOGS 05.06

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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FILENAME:PLOTTED:

DATE: APPROVED BY:



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R. BRAY 10-26-16



S. WEXELLBOR-03

LB-203/OW LB-204/OW

BORING LOGS 05.07

05 - TEST PIT AND BORING PLAN INDEX OF DRAWINGS · designer/drafter: checked by: project title:...

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