06 - SITE PLAN AND PROFILE INDEX OF DRAWINGS · site plan and profile site plan and profile drawing...

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

PLN-01

PLN-02

PLN-01

SITE PLAN AND PROFILE


DRAWING TITLE


PLN-03

PLN-04

INDEX OF DRAWINGS

06 - SITE PLAN AND PROFILE

INDEX OF DRAWINGSSITE PLAN AND PROFILE

06.01

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

3365

UI

584

UI

587

UI

586

UI

585

UI

10IN MAPLE

12IN ORN

582

UI

WGWG

285

UI

9846

UI

7987

UI

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

PIT 101

TEST

PIT 102

TEST

PIT 105

TEST

PIT 104

TEST

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

PIT 106-1

TEST

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

++

++

+++

++

+

+++

+

++

+++

++

++

+

++++

+

++

++

++

+++

++

+

+++

+

++

+++

++

++

+

++++

+

++

PIT 103

TEST

++++

+

+

++

+++

+

++

++

+

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

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

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FILENAME:PLOTTED:

SCALE AS NOTED

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

S = 0.22% S = 0.22%

ST

A.1

1+

38.8

5

TR

UN

KLIN

E

EL. 19.7

2

ST

A.1

2+

54.2

5

TR

UN

KLIN

E

EL. 21.5

5

ST

A.1

2+

84.3

6

TR

UN

KLIN

E

EL. 21.6

2

S = 0.22%

EL. 21.7

6

ST

A.1

5+

37.6

0

TR

UN

KLIN

E

EL. 22.3

6

ST

A.1

5+

66.1

4

TR

UN

KLIN

E

EL. 16.8

6

ST

A.9

+98.3

1

TR

UN

KLIN

E

ST

A.1

3+

00.7

6

TR

UN

KLIN

E

EL. 21.2

0

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

30+00

31+00

32+00

33+00

34+00

35+00

36+00

36+17.49

POE

29+00

28+00

29+85.05

PI

28+00.00

POB

PLN-02

MATCH LINE SEE PL

N-03

20

25

30

15

9+50

10

PROFILE

10+50 11+50 12+50 13+50 14+50 15+50 16+50

PLAN

10

20

15

25

30

MA

TC

H

LIN

E S

EE P

LN-02

SCALE: 1"=40'

SCALE: 1"=4' VERT

SCALE: 1"=40' HORIZ

5 5

18" RCP18" RCP

18" RCP

SIDEWALK

5' CONCRETE

6" WATER

12" GAS

EXISTING SURFACE


12" COMBINED SEWER

MATCH EXISTING SIDEWALK RAMP

SIDEWALK

5' CONCRETE

18" INV OUT = 12.21

18" INV IN = 12.21

TF = 19.72

TYPE "C" CB

TRUNKLINE STA. 11+38.85

R=10'

CURBING TABLE

STA. FROM STA. TOCURBING TYPE

30+31.60, 25.21 LT6" GRANITE CURVED STONE CURBING

6" GRANITE STONE CURBING

6" GRANITE CURVED STONE CURBING



6" GRANITE STONE CURBING

30+55.26, 16.00 LT

30+55.26, 16.00 LT 32+83.16, 16.00 LT

32+83.16, 16.00 LT 32+93.54, 25.49 LT

33+25.54, 25.09 LT 33+35.48, 16.00 LT

33+35.48, 16.00 LT 35+86.05, 16.00 LT

35+86.05, 16.00 LT 35+96.02, 25.17 LT

18" INV OUT = 12.54

18" INV IN = 12.54

TF = 21.20

TYPE "C" CB OVER 10' DEEP


18" INV OUT = 13.05

18" INV IN = 13.05

TF = 21.76

TYPE "C" CB OVER 10' DEEP


12" COMBINED SEWER

12" GAS

6" WATER

DUCT BANK

16" WATER

6" GAS

6" GRANITE CURB

12" INV OUT = 11.91

18" INV IN = 11.91

12" INV IN = 12.21

TF = 16.86

TYPE "C" CB


R=35'

WILLISTON STREET BASELINE

MATCH EXISTING INVERT

CONNECT TO EXISTING MANHOLE

9+00

MATCH EXISTING INVERT

EXISTING MANHOLE STA. 9+39.20

111.4 LF - 18" RCP

136.9 LF - 18" RCP

9.9 LF - 15" RCP

232.8 LF - 18" RCP

24.5 LF - 18" RCP

222.4 LF - 18" RCP

18" DIP (S = 0.22%)

(S = 0.22%)

18" RCP

18" RCP (S = 0.22%)

BU

NN

ELL S

TR

EE

T

WILLISTON STREET

UNIO

N

AV

E

CE

NT

RA

L

AV

E

26.1 LF - 18" DUCTILE IRON

12.4 LF - 18" RCP UI DUCT BANK

APPROX. LOCATION

DUCT BANK

AND TURF ESTABLISHMENT

FURNISH AND PLACE TOPSOIL

2-12" DIP

12" HDPE

REMOVE EXISTING

2 - 55.1 LF - 12" DIP

15" INV IN = 16.00

18" INV OUT = 12.46

18" INV IN = 12.46

TF = 21.55

MANHOLE OVER 10' DEEP


15" INV IN = 16.00

18" INV OUT = 12.51

18" INV IN = 12.51

TF = 21.62



18" INV OUT = 13.11

18" INV IN = 13.11

TF = 22.36


TRUNKLINE STA. 15+66.14LIMIT OF CONSTRUCTION

MATCH EXISTING PAVEMENT

WILLISTON ST. STA. 29+38.16

STP NO. 301-0167

LIMIT OF CONSTRUCTION



TO STA. 33+25.5|, 32' LT

WILLISTON ST. STA. 32+93.5|, 32' LT

STP NO. 301-0167


TO STA. 30+19.7|, 72' LT

WILLISTON ST. STA. 29+87.7|, 72' LT

STP NO. 301-0167

RAMP (SEE MDS)

CONCRETE DRIVEWAY

SEE NOTE 1

TRUNKLINE STA. 14+33

TEST PIT NO. 1

INSTALLATION OR OPERATIONS.

PERFORM ALL TEST PITS PRIOR TO BEGINNING ANY DRAINAGE

SPECIFIC LOCATION OF THE UTILITY. THE CONTRACTOR SHALL

DRAINAGE CROSSINGS WITH EXISTING UTILITIES TO IDENTIFY

CONTRACTOR SHALL CONDUCT TEST PITS AT PROPOSED1.

NOTES:

MILL AND OVERLAY PAVEMENT

LEGEND:

CURBING

6" GRANITE STONE

BUFFER)

(2' WIDE GRASS

ESTABLISHMENT

TOPSOIL AND TURF

FURNISH AND PLACE

R=7'

EL. 21.39'

R=10'

EL. 21.28'

(TYPE 4)

CONCRETE SIDEWALK RAMP

15" RCP

8.2 LF INV= MATCH EXISTING.

TF= 21.32'

RESET CB W/ NEW TYPE C CB TOP

INV= MATCH EXISTING.

TF= 21.30'

RESET CB W/ NEW TYPE C CB TOP

CONCRETE SIDEWALK RAMP (SEE MDS)

RAMP (TYPE 4b)

CONCRETE SIDEWALK

EL. 21.50

GUTTER

STA. 32+80.23

WILLISTON ST.

06.02


287

UI

288

UI

289

UI

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

LOCATION

BORING

PROPOSED

GUARD HOUSE

EXISTING RAIL YARD MAINTENANCE BUILDING

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

GATE

GATE

WG

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'

WV

WV

8" P

OSSIB

LE C

LA

Y

GV

WV

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

SL

AT

E C

UR

B

SL

ATE C

UR

B

N/F

1212 CENTRAL AVENUE LLC

N/F

PEQUONNOCK ENTERPRISES

PIT 108

TEST

PIT 112

TEST

PIT 111

TEST

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

HYDRANT

HYDRANT

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

CO

NC. P

AD

CO

NC. P

AD

ST

AIR

S

STAIRS

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

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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FILENAME:PLOTTED:

SCALE AS NOTED

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

ST

A.1

7+

92.5

7

TR

UN

KLIN

E

EL. 24.2

1

EL. 25.1

9

ST

A.1

9+

09.7

6

TR

UN

KLIN

E

S =0.37%

EL. 26.1

6

ST

A.2

1+

22.5

7

TR

UN

KLIN

E

EL. 25.2

6

ST

A.2

4+

61.1

1

TR

UN

KLIN

E

EL. 25.6

6

ST

A.2

5+

14.1

9

TR

UN

KLIN

E

S = 0.22%

S =0.40%S =0.40%

S =0.40%

S =0.40%

ST

A.2

1+

56.9

1

TR

UN

KLIN

E

EL. 26.1

2

S =0.06%

ST

A.1

8+

68.6

0

TR

UN

KLIN

E

EL. 25.0

3

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

PLN-03

MATCH LINE SEE PL

N-02

MA

TC

H

LIN

E S

EE P

LN-04

18+50 19+50 20+50 21+50 22+50 23+50 24+50

15

25

20

30

35

17+50 25+50

MA

TC

H

LIN

E S

EE P

LN-01

26+50

SCALE: 1"=40'

SCALE: 1"=40' HORIZ

SCALE: 1"=4' VERT

25

30

20

15

35

PLAN

PROFILE

10 10

16+50

15" RCP

4" GAS

12" WATER

EXISTING SURFACE


MA

TC

H

LIN

E S

EE P

LN-03

TO NEAREST JOINTS

REPLACE CONCRETE SIDEWALK

18" RCP

6" WATER

15" RCP

54" RCP15" RCP

18" RCP

6" WATER

REMOVE AND RESET FENCE

18" INV OUT = 13.59

18" INV IN = 13.59

TF = 24.21



18" INV OUT = 13.75

12" INV IN = 13.75

TF = 25.03

OVER 10' DEEP

MANHOLE - 5' DIAMETER


12" INV OUT = 13.89

15" INV IN = 13.89

TF = 25.19



15" INV OUT = 14.72

15" INV IN = 14.72

TF = 26.16



48" INV OUT = 15.02

15" INV IN = 16.85

TF = 25.26

MANHOLE - 6' DIAMETER OVER 10' DEEP


BROAD CRESTED WEIR ELEV = 19.15

8" ORIFICE INV = 14.84

15" INV OUT = 14.84

48" INV IN = 14.84

TF = 26.12

JUNCTION BOX OVER 10' DEEP


15" COMBINED SEWER

8" WATER

15" STORMWATER

2-12" DIP

WELL ABANDONMENT

2-INCH GROUNDWATER MONITORING

ABANDONMENT

MONITORING WELL

2-INCH GROUNDWATER

71.5 LF - 18" RCP

298.2 LF - 54" RCP

161.1 LF - 15" RCP

48.1 LF - 15" RCP

208.8 LF - 15" RCP

29.3 LF - 15" RCP

2 - 36.7 LF - 12" DIP

UNIO

N

AV

E

DRAINAGE CROSSING

MILLING LIMIT 20 FT| BEYOND

15" INV OUT = 17.04

15" INV IN = 17.04

TF = 25.66



DUCT BANKDUCT BANK

DUCT BANK



UNION AVENUE

STP NO. 301-0167

UNION AVE DOUBLE YELLOW CENTERLINE (TYP)

15" RCP

MILL AND OVERLAY PAVEMENT

LEGEND:


TEST PIT NO. 2


TEST PIT NO. 3

21+49

TRUNKLINE STA.

TEST PIT NO. 4

21+75

TRUNKLINE STA.

TEST PIT NO. 5


TEST PIT NO. 6

STA. 25+77

TRUNKLINE

TEST PIT NO. 9



TEST PITS - NO. 7 & 8

06.03

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'

BASE OF LIGHT STANDARD

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'

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

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

SCALE IN FEET

CONNECTICU

T

DE

PA

RT

ME

N

T

O F TRA NS

P

OR

TA

TI

ON

10/26/2016

...\HW_MSH_0301_0167_PLN-03.dgn








FILENAME:PLOTTED:

DATE: APPROVED BY:



H.W. LOCHNER, INC

R. BRAY 10-26-16



S. WEXELL

ST

A. 1+

43.1

5

RO

AD

WA

Y

EL. 25.3

5

ST

A. 2+

33.9

7

RO

AD

WA

Y

EL. 25.7

6

ST

A. 4+

94.2

1

RO

AD

WA

Y

EL. 25.6

8

ST

A 6+

60.0

0

RO

AD

WA

Y

EL. 26.2

9

ST

A 9+

12.0

0

RO

AD

WA

Y

EL. 25.8

2

S =0.40%S =0.40%

S =0.40%S =0.40%

S =0.40%

B

PVI S

TA.1

+00.0

0

EL. 25.6

2

C

PV

C

ST

A. 1+

09.8

2

EL. 25.5

2

B

PVI S

TA.1

+34.8

2

EL. 25.2

7LP S

TA.1

+43.1

5

EL. 25.3

5

C

PV

T S

TA.1

+59.8

2

EL. 25.3

9

C

EL. 26.0

9

HP S

TA. 3+

36.7

6

EL. 26.1

8

B

PVI S

TA.3

+36.7

6

EL. 26.2

8

C

EL. 26.0

9

C

PV

C

ST

A. 4+

19.2

1

EL. 25.8

6

LP S

TA.4

+94.2

1

EL. 25.6

8

BP

VI S

TA.4

+94.2

1

EL. 25.4

9

C

PV

T S

TA.5

+69.2

1

EL. 25.8

6

C

EL. 26.1

6

HP S

TA. 7+

28.8

2

EL. 26.4

1

B

EL. 26.6

6

C

EL. 26.1

6

C

PV

C

ST

A. 8+

82.0

0

EL. 25.9

0

LP S

TA.9

+12.0

0

EL. 25.8

2

B

PVI S

TA.9

+19.5

0

EL. 25.7

1

C

PV

T S

TA.9

+57.0

0

EL. 25.9

9

C

PV

C

ST

A. 10+

52.8

2

EL. 26.7

1

HP S

TA. 10+

95.6

7

EL. 26.8

7

B

PVI S

TA.1

1+

02.8

2

EL. 27.0

8

C

PV

T S

TA.1

1+

52.8

2

EL. 26.5

8

B

PVI S

TA.1

1+

89.5

9

EL. 26.2

2

0.50% -0.50% 0.50% -0.50% 0.75% -1.00%

LVC = 50.00FT

SD 187.70FT

K =33

LVC = 75.00FT

SD 1116.65FT

K =75

LVC = 150.00FT

SD 621.53FT

K =150

LVC = 200.00FT

SD 1178.96FT

K =200

LVC = 75.00FT

SD 292.12FT

K =60

LVC = 100.00FT

SD 666.66FT

K =57

PVI S

TA.7

+28.8

2

PV

C

ST

A. 2

+99.2

6

PV

T S

TA. 3+

74.2

6

PV

C

ST

A. 6

+28.8

3

PV

T S

TA. 8+

28.8

3

-1.00%

EL. 25.5

5

ST

A. 0+

00.0

0

TR

UN

KLIN

E

PLN-04

25

30

35

40

20 20

25

30

35

40

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

15 15

MA

TC

H

LIN

E S

EE P

LN-03

SCALE: 1"=40'

SCALE: 1"=4' VERT

SCALE: 1"=40' HORIZ

PLAN

PROFILE

MA

TC

H

LIN

E S

EE P

LN-02

10 10

15" RCP15" RCP

15" RCP15" RCP

15" RCP

EXISTING SURFACE


LIMITS (TYP)

APPROXIMATE SLOPE

PAVEMENT

CUT BITUMINOUS CONCRETE

CONCRETE PAVEMENT

CUT BITUMINOUS

PAVEMENT

CUT BITUMINOUS CONCRETE

6" WATER

15" INV OUT = 17.68

15" INV IN = 17.68

TF = 25.55

MANHOLE

ROADWAY STA 0+00.00

12" INV IN = 19.84

15" INV OUT = 18.59

15" INV IN = 18.59

TF = 25.76

MANHOLE

ROADWAY STA 2+33.97

INV = 22.68

8" UNDERDRAIN

12" INV IN = 20.36

12" INV IN = 20.36

15" INV OUT = 19.61

15" INV IN = 19.61

TF = 25.68

MANHOLE

ROADWAY STA 4+94.21

15" INV OUT = 20.26

15" INV IN = 20.26

TF = 26.29

MANHOLE

ROADWAY STA 6+60.00

INV = 22.82

8" UNDERDRAIN

12" INV IN = 21.50

12" INV IN = 21.50

15" INV OUT = 21.25

TF = 25.82

MANHOLE

ROADWAY STA 9+12.00

WELL ABANDONMENT

2-INCH GROUNDWATER MONITORING

ABANDONMENT

MONITORING WELL

2-INCH GROUNDWATER

8" WATER

13.5 LF - 12" RCP

86.8 LF - 15" RCP

256.2 LF - 15" RCP

11.5 LF - 12" RCP

420 LF - 8" UNDERDRAIN

161.8 LF - 15" RCP

248.0 LF - 15" RCP

11.5 LF - 12" RCP

174 LF - 8" UNDERDRAIN

13.5 LF - 12" RCP

103.3 LF - 12" RCP

15.5 LF - 12" RCP353 LF - 8" UNDERDRAIN

139.2 LF - 15" RCP

10.7 LF - 12" RCP

12" INV IN = 21.56

12" INV OUT = 21.56

TF = 25.02

AND PAVED APRON

TYPE "C-L" CB WITH HEAVY DUTY TOP

ROADWAY STA 9+12.00, 17.00RT

12" INV OUT = 22.08

TF = 25.27

DUTY TOP AND PAVED APRON

TYPE "C-L" CB WITH HEAVY


12" INV OUT = 20.43

TF = 24.68

AND PAVED APRON

TYPE "C-L' CB WITH HEAVY DUTY TOP


12" INV OUT = 20.41

TF = 25.08

DUTY TOP AND PAVED APRON

TYPE "C-L" CB WITH HEAVY

ROADWAY STA 4+94.21, 15.00LT

12" INV OUT = 19.89

TF = 25.16

AND PAVED APRON



12" INV OUT = 20.05

TF = 24.65

AND PAVED APRON



SERVICE

1" WATER

CONDUIT

2" ELEC.

BANK

DUCT

INV = 22.35

8" UNDERDRAIN

12" INV IN = 19.99

15" INV OUT = 18.23

15" INV IN = 18.23

MANHOLE TF = 25.35

ROADWAY STA 1+43.15

PAVEMENT

CONCRETE

CUT BITUMINOUS

SEE NOTE 3

CAP FOR UNDERDRAIN

SEE NOTE 5

CONCRETE

REMOVE EXISTING

ABANDONMENT

MONITORING WELL

2-INCH GROUNDWATER

ITEM NO. 0202100 - ROCK EXCAVATION.

REMOVAL OF EXISTING CONCRETE SHALL BE PAID FOR UNDER 4.

COST FOR ITEM NO. 0751711 - 6" UNDERDRAIN

CAP FOR UNDERDRAIN SHALL BE INCLUDED IN THE 3.

HEAVY DUTY CB TOPS SHALL NOT BE LOCKED.2.

CATCH BASINS AS SHOWN ON PLANS.

STEEL BOLLARDS TO BE INSTALLED AROUND C-L1.

NOTES:

BEGIN ROADWAY

ROADWAY STA. 0+90

BOLLARD (TYP)

REMOVE STEEL

STA. 0+97

ROADWAY

TEST PIT NO. 10

STA. 1+30

ROADWAY

TEST PIT NO. 11

STA. 1+68

ROADWAY

NO. 12

TEST PIT

ROADWAY STA. 2+13

TEST PIT NO. 13

STA. 8+06, 22RT

ROADWAY

TEST PIT NO. 14

STA. 9+12, 22RT

ROADWAY

TEST PIT NO. 15


MATCH EXISTING GRADE

ROADWAY STA. 11+90|

STP NO. 301-0167

END ROADWAYROADWAY STA. 11+40.00

12" INV OUT = 21.55

TF = 25.22

AND PAVED APRON

WITH HEAVY DUTY TOP

TYPE "C-L" CB


SEE NOTE 1

4 - STEEL BOLLARD (TYP)

SEE NOTE 1


(TYP) - SEE NOTE 1

2 - STEEL BOLLARD

SEE NOTE 1


SEE NOTE 1


SEE NOTE 1


0+00

1+002+00

3+004+00

5+006+00

7+00

8+00

9+00

10+00

11+00

12+00

R 2000.00

'

R 1000.00'

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 =

06.04

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