DEEP Standardized Cold Storage Building - Drawings Issued For BID 20260618.pdf.crdownload

LIST OF DRAWINGS

DESCRIPTIONDWG NO. SHEET NO.NED LAMONT, GOVERNOR

STATE OF CONNECTICUT

DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION

KATHERINE S. DYKES

ARCHITECT:

JUNE 18, 2026

DEEP STANDARDIZED COLD STORAGE

BUILDING AT THOMASTON GARAGE

422 WATERTOWN ROAD

LOCATION OF PROJECT

MASSACHUSETTS

THOMASTON, CT

M/E/P ENGINEER:

COMMISSIONER

TLB ARCHITECTURE, LLC.

92 WEST MAIN STREET

CHESTER, CT 06412

PROJECT NO. DPA00013203605

INNOVATIVE ENGINEERING

SERVICES, LLC.

33 NORTH PLAINS INDUSTRIAL RD.

WALLINGFORD, CT 06492

CIVIL ENGINEER & SURVEY:

NATHAN L. JACOBSON

& ASSOCIATES, INC.

86 MAIN STREET

CHESTER, CT 06412

R H

O D

E

IS

L A

N D

N E

W Y

O R

K

STRUCTURAL ENGINEER:

CARTIER STRUCTURAL DESIGN

54 BENJAMIN ROAD

PRESTON, CT 06365

COVER

SYMBOLS AND ABBREVIATIONS

CODE INFORMATION

EXISTING CONDITIONS

DEMOLITION PLAN

SITE PLAN

ACCESS DRIVE PROFILE

STRUCTURAL NOTES

FOUNDATION PLAN

UPPER LEVEL FRAMING PLAN

LOWER LEVEL FLOOR PLANS

ROOF PLAN

LOWER LEVEL REFLECTED CEILING PLAN

UPPER LEVEL REFLECTED CEILING PLAN

BUILDING SECTIONS

BUILDING ELEVATIONS

MECHANICAL - LOWER LEVEL FLOOR PLAN

MECHANICAL DETAILS, NOTES AND SCHEDULES

ELECTRICAL - LIGHTING - LOWER LEVEL LIGHTING PLAN

ELECTRICAL - LIGHTING - UPPER LEVEL LIGHTING PLAN

ELECTRICAL - MECHANICAL POWER - LOWER LEVEL

G-00

G-01

G-02

C-01

C-02

C-03

C-04

C-05

S-01

S-02

S-03

S-04

A-01

A-02

A-03

A-04

DETAILS

A-05

M-01

M-02

E-01

E-02

E-03

ISSUED FOR: BID

ELECTRICAL - MECHANICAL POWER - UPPER LEVEL PLAN

ELECTRICAL NOTES, SCHEDULES & LEGENDS

ELECTRICAL - POWER - LOWER LEVEL POWER PLAN

ELECTRICAL - POWER - UPPER LEVEL POWER PLAN

MECHANICAL - UPPER LEVEL FLOOR PLAN

UPPER LEVEL FLOOR PLAN

SITE RETAINING WALLS

A-06

A-07

E-04

E-05

E-06

E-07

M-03

A-08

A-09

A-11

A-12

LOWER LEVEL INTERIOR ELEVATIONS

LOWER LEVEL INTERIOR ELEVATIONS

DETAILS

DOOR, LOUVER, & FRAME SCHEDULES

DETAILS

DETAILS

EROSION & SEDIMENT CONTROL NOTES AND DETAILS

C-05.1

C-05.2

C-06

S-00

S-05

FOUNDATION WALL ELEVATIONS

STRUCTURAL SECTIONS

ELECTRICAL - DETAILS & SCHEDULES E-08

S-06STRUCTURAL DETAILS

S-07STRUCTURAL DETAILS

SITE UTILITY PLAN SU-01

A-10UPPER LEVEL INTERIOR ELEVATIONS

S

SANMH

905379.30

S

AC

S

SANMH

2679386.38

WF#24

WF#23

WF#22

WF#12

WF#11

WF#10

WF#9

WF#8

WF#7

WF#6 WF#5

WF#4

WF#3

WF#2

DEEP Garage

Conc. Pad

Conc.

C onc.

Bituminous Parking

20" TRI

12"

38"

14"

Bit. Curb

C .L

. F en ce

Gravel Drive

Gravel Drive

Gravel

Bit.

Gravel

Bit.

Wood Rail San. Cleanout

DEEP

Building

CL&P

6"PVC

SNET

SNET

Wood Building

W ood B uilding Stone Pile

Clean Out

Clean Out

Clean Out

EL.

Panel

EM

SNET

Stone Pile

D irt P ile

Je rs ey B ar rie rs

S to ne . W al l

Oil Tank

SNET

GM

Stone Pile

Gravel Pile

1.25"PL-IP

6"PL-IP

6"ST-IP

Bit.

B itu m in ou s

D riv e

SANMH

TF=379.30

Flow Line=371.95(6"PVC)

6"P V

C

SANMH

TF=386.38

Flow Line=379.24(6"PVC)

SANMH

TF=385.56

Inv. In=381.56(NW 4"PVC) Inv. In=381.71(SW 4"PVC) Flow Lin=381.71(SE 6"PVC)

Oil / Water Separator

TF=385.39

Inv.=384.20(SE 3"PVC) Inv.=382.29(NE 4"PVC)

Oil / Water Separator

TF=385.27

Inv. OUT=382.12(4"PVC)

Conc. PadFF 385.741

FF 385.75

Stone. Wall

P aved D rive

P aved D rive

P aved D rive

P av ed D riv e

Bit. Curb Bit. Curb

Bit. Curb

G at e

Metal Steps

Bit Pad

10"Water

381 30 384 54 386 36

388 68 390 03

390 87

385 82

385 97

386 58

378 32

382 10

370 24

385 67

384 72

384 36

387 02

386 45

385 71

384 24

380 97

380 65

388 16

387 31 386 85

385 76384 17

369 30

387 81

368 72

369 23

378 85

377 05

381 10

381 94

384 88

383 54

383 96

385 47 382 10

385 85

385 07

387 66

390 45

380 40

372 86 372 32

373 97

383 14

381 38

369 28

372 98

389 84

386 19

376 95

391 43

384 45

383 09

386 12

G ravel D rive

Clean Out

Existing Building

100 Year Flood Line

Zone C

N/F State of onnecticut D.E.E.P. Garage

422 Watertown Rd Thomaston, CT

SANMH

Not Found Flow Line=352.78

FROM RECORD MAP

S47°44'31''W 398.04' S47°43'43''W

123.53'

S

°0 2'

''E

5.

N52°32'42''E 204.96'

Je rs ey B ar rie rs G at e

Gate

C on c.

W al l

674.33 (DEED 710±)

Conc.

N/F NFR Realty, LLC

400 Watertown Ave.Vol. 215 p. 723

N/F Town of Thomaston

57 Branch Road

N 799579.09 E 906265.22

S econdary E lectric Line

20 HDPE DUCT 20-40" COVER

N/F Town of Thomaston

57 Branch Road

Watertown Road (U.S. Route 6)

376377378379

6 372

387 388

382381

FF 385.61

FF 385.58 FF 385.61

FF 385.62

FF 385.57

FF 385.57

FF 385.66

FF 373.62

N 799,300

E 9

,9

N 799,900E 9

,1

B ra nc h

B ro ok

Pond

Bollard, (Typ.)

FF 385.69

Mailbox

Sign

Sign

Sign

Bollard, (Typ.)

Roof Leader, (Typ.)

Approximate Location of Electric Conduit, (Typ.)

Simplex Pump Station

Approximate Location of 4"

PVC

Sanitary

Rock Outcrop

Roof Leader, (Typ.)

S

S S

S S

6" P V

C

4" P

VC

Gas Line

Approximate Location of PVC Sanitary Force Main

S

S

S

S

S

S

Sanitary Manhole

Notes:

1. Topographic survey reference: Land Survey for Design and Construction Purposes at Black Rock State Park, Route 6, Watertown, Connecticut, Sheet C-2, by A. Rafael Martinez, L.S., Martinez Couch & Associates, LLC., 7/13/16, NAVD, NAVD 1988.

2. Location of Underground Utilities are Approximate and Incomplete, Based on Information Provided By Others.

S

Bollard (Typ.)

'C' CB

TF=389.90

Inv. Out =387.60

(15"CCP E)

Approximate Location 8" CPET From Roof Leaders

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

EXISTING CONDITIONS

C-01

TPH

WMT

GRAPHIC SCALE

020 20 40

SCALE: 1"=20'

15 10 5

12980001SP

99.0 +

Existing PROPOSED

INDEX CONTOUR

INTERMEDIATE CONTOUR

SPOT ELEVATION

TREE LINE / CLEARING LIMIT

CONIFEROUS TREE

STATE WETLAND LINE

PAVEMENT EDGE

BITUMINOUS CONCRETE CURBING

CHAIN LINK FENCE

CATCH BASIN

FLARED END

ELECTRIC LINE

GAS LINE

SANITARY LINE

PAVEMENT SAWCUT

E

G

S

99.00

E

G

X X X X X X

S

TYPE "C-L"

GRAVEL EDGE

BITUMINOUS CONCRETE PAVEMENT

RIPRAP

SEDIMENT FORBAY

BITUMINOUS CONCRETE

TURF REINFORCEMENT MAT

SEDIMENT BARRIER

LEGEND

Bit.

Conc.

EL.

INV.

RCP

T.O.W.

TYP.

BITUMINOUS

CONCRETE

ELEVATION

INVERT

REINFORCED CONCRETE PIPE

TOP OF WALL

TYPICAL

DI DUCTILE IRON PIPE

ABBREVIATIONS

NOTES

1. In General, Lower Case Text Identifies Existing Features/Conditions.

2. IN GENERAL, UPPER CASE TEXT IDENTIFIES PROPOSED

FEATURES/CONDITIONS UNLESS OTHERWISE SPECIFIED.

3. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV

AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL

BEFORE YOU DIG, INC." AT 1-800-922-4455.

STORM PIPE

WATER LINE

REMOVE TREE

DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1S P.

dw g, /1

6/

:5 6:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio

n) .p c3

905379.30

S

AC

S

SANMH

2679386.38

WF#24

WF#23

WF#22

WF#12

WF#11

WF#10

WF#9

WF#8

WF#7

WF#6 WF#5

WF#4

WF#3

WF#2

DEEP Garage

Conc. Pad

Conc.

C onc.

Bituminous Parking

20" TRI

12"

38"

14"

Bit. Curb

C .L

. F en ce

Gravel Drive

Gravel Drive

Gravel

Bit.

Gravel

Bit.

Wood Rail San. Cleanout

DEEP

Building

CL&P

6"PVC

SNET

SNET

Wood Building

W ood B uilding Stone Pile

Clean Out

Clean Out

Clean Out

EL.

Panel

EM

SNET

Stone Pile

D irt P ile

Je rs ey B ar rie rs

S to ne . W al l

Oil Tank

SNET

GM

Stone Pile

Gravel Pile

1.25"PL-IP

6"PL-IP

6"ST-IP

Bit.

B itu m in ou s

D riv e

SANMH

TF=379.30

Flow Line=371.95(6"PVC)

6"P V

C

SANMH

TF=386.38

Flow Line=379.24(6"PVC)

SANMH

TF=385.56

Inv. In=381.56(NW 4"PVC) Inv. In=381.71(SW 4"PVC) Flow Lin=381.71(SE 6"PVC)

Oil / Water Separator

TF=385.39

Inv.=384.20(SE 3"PVC) Inv.=382.29(NE 4"PVC)

Oil / Water Separator

TF=385.27

Inv. OUT=382.12(4"PVC)

Conc. PadFF 385.741

FF 385.75

Stone. Wall

P aved D rive

P aved D rive

P aved D rive

P av ed D riv e

Bit. Curb Bit. Curb

Bit. Curb

G at e

Metal Steps

Bit Pad

10"Water

381 30 384 54 386 36

388 68 390 03

390 87

385 82

385 97

386 58

378 32

382 10

370 24

385 67

384 72

384 36

387 02

386 45

385 71

384 24

380 97

380 65

388 16

387 31 386 85

385 76384 17

369 30

387 81

368 72

369 23

378 85

377 05

381 10

381 94

384 88

383 54

383 96

385 47 382 10

385 85

385 07

387 66

390 45

380 40

372 86 372 32

373 97

383 14

381 38

369 28

372 98

389 84

386 19

376 95

391 43

384 45

383 09

386 12

G ravel D rive

Clean Out

Existing Building

100 Year Flood Line

Zone C

N/F State of onnecticut D.E.E.P. Garage

422 Watertown Rd Thomaston, CT

SANMH

Not Found Flow Line=352.78

FROM RECORD MAP

S47°44'31''W 398.04' S47°43'43''W

123.53'

S

°0 2'

''E

5.

N52°32'42''E 204.96'

Je rs ey B ar rie rs G at e

Gate

C on c.

W al l

674.33 (DEED 710±)

Conc.

N/F NFR Realty, LLC

400 Watertown Ave.Vol. 215 p. 723

N/F Town of Thomaston

57 Branch Road

N 799579.09 E 906265.22

S econdary E lectric Line

20 HDPE DUCT 20-40" COVER

N/F Town of Thomaston

57 Branch Road

Watertown Road (U.S. Route 6)

376377378379

6 372

387 388

382381

FF 385.61

FF 385.58 FF 385.61

FF 385.62

FF 385.57

FF 385.57

FF 385.66

FF 373.62

N 799,300

E 9

,9

N 799,900E 9

,1

B ra nc h

B ro ok

Pond

Bollard, (Typ.)

FF 385.69

Mailbox

Sign

Sign

Sign

Bollard, (Typ.)

Roof Leader, (Typ.)

Approximate Location of Electric Conduit, (Typ.)

Simplex Pump Station

Approximate Location of 4"

PVC

Sanitary

Rock Outcrop

Roof Leader, (Typ.)

S

S S

S S

6" P V

C

4" P

VC

Gas Line

Approximate Location of PVC Sanitary Force Main

S

S

S

S

S

S

Sanitary Manhole

Notes:

1. Topographic survey reference: Land Survey for Design and Construction Purposes at Black Rock State Park, Route 6, Watertown, Connecticut, Sheet C-2, by A. Rafael Martinez, L.S., Martinez Couch & Associates, LLC., 7/13/16, NAVD, NAVD 1988.

2. Location of Underground Utilities are Approximate and Incomplete, Based on Information Provided By Others.

S

Bollard (Typ.)

'C' CB

TF=389.90

Inv. Out =387.60

(15"CCP E)

Approximate Location 8" CPET From Roof Leaders

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

SITE DEMOLITION PLAN AND EROSION &

SEDIMENTATION CONTROL PLAN

C-02

TPH

WMT

GRAPHIC SCALE

020 20 40

SCALE: 1"=20'

15 10 5

PROTECT

PROTECT

PROTECT

PROTECT

PROTECT RELOCATE AS

DIRECTED BY OWNER

PROTECT PUMP CHAMBER,

BOLLARDS AND VENT

REMOVE TREE, (TYP.)

EXCAVATE SOIL RETAINED BY PRECAST

CONCRETE BARRIERS AND RELOCATE

CONCRETE BARRIERS TO A LOCATION

DIRECTED BY THE OWNER

CLEAR TREES AND BRUSH AND REMOVE

STUMPS FOR LEGAL OFF-SITE DISPOSAL

CLEARING LIMITS, (TYP.)

CONSTRUCTION ENTRANCE

REMOVE GATE AND POSTS AND

PROVIDE TO OWNER

CONSTRUCTION

FENCING

12980001SP

SAWCUT

PROTECT SEWER AND ELECTRIC LINES

SEDIMENTATION FENCE

PROTECT FORCE

MAIN IN THIS AREAPROTECT

PROTECT

PROTECT

PROTECT ALL, (TYP.)

SAWCUT

99.0 +

Existing PROPOSED

INDEX CONTOUR

INTERMEDIATE CONTOUR

SPOT ELEVATION

TREE LINE / CLEARING LIMIT

CONIFEROUS TREE

STATE WETLAND LINE

PAVEMENT EDGE

BITUMINOUS CONCRETE CURBING

CHAIN LINK FENCE

CATCH BASIN

FLARED END

ELECTRIC LINE

GAS LINE

SANITARY LINE

PAVEMENT SAWCUT

E

G

S

99.00

E

G

X X X X X X

S

TYPE "C-L"

GRAVEL EDGE

BITUMINOUS CONCRETE PAVEMENT

RIPRAP

SEDIMENT FORBAY

BITUMINOUS CONCRETE

TURF REINFORCEMENT MAT

SEDIMENT BARRIER

LEGEND

Bit.

Conc.

EL.

INV.

RCP

T.O.W.

TYP.

BITUMINOUS

CONCRETE

ELEVATION

INVERT

REINFORCED CONCRETE PIPE

TOP OF WALL

TYPICAL

DI DUCTILE IRON PIPE

ABBREVIATIONS

NOTES

1. In General, Lower Case Text Identifies Existing Features/Conditions.

2. IN GENERAL, UPPER CASE TEXT IDENTIFIES PROPOSED

FEATURES/CONDITIONS UNLESS OTHERWISE SPECIFIED.

3. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV

AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL

BEFORE YOU DIG, INC." AT 1-800-922-4455.

STORM PIPE

WATER LINE

REMOVE TREE

PROTECT ALL, (TYP.)

PROTECT

DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1S P.

dw g, /1

6/

:5 7:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

905379.30

S

AC

S

SANMH

2679386.38

WF#24

WF#23

WF#22

WF#12

WF#11

WF#10

WF#9

WF#8

WF#7

WF#6 WF#5

WF#4

WF#3

WF#2

DEEP Garage

Conc. Pad

Conc.

C onc.

Bituminous Parking

20" TRI

12"

38"

14"

Bit. Curb

C .L

. F en ce

Gravel Drive

Gravel Drive

Gravel

Bit.

Gravel

Bit.

Wood Rail San. Cleanout

DEEP

Building

CL&P

6"PVC

SNET

SNET

Wood Building

W ood B uilding Stone Pile

Clean Out

Clean Out

Clean Out

EL.

Panel

EM

SNET

Stone Pile

D irt P ile

Je rs ey B ar rie rs

S to ne . W al l

Oil Tank

SNET

GM

Stone Pile

Gravel Pile

1.25"PL-IP

6"PL-IP

6"ST-IP

Bit.

B itu m in ou s

D riv e

SANMH

TF=379.30

Flow Line=371.95(6"PVC)

6"P V

C

SANMH

TF=386.38

Flow Line=379.24(6"PVC)

SANMH

TF=385.56

Inv. In=381.56(NW 4"PVC) Inv. In=381.71(SW 4"PVC) Flow Lin=381.71(SE 6"PVC)

Oil / Water Separator

TF=385.39

Inv.=384.20(SE 3"PVC) Inv.=382.29(NE 4"PVC)

Oil / Water Separator

TF=385.27

Inv. OUT=382.12(4"PVC)

Conc. PadFF 385.741

FF 385.75

Stone. Wall

P aved D rive

P aved D rive

P aved D rive

P av ed D riv e

Bit. Curb Bit. Curb

Bit. Curb

G at e

Metal Steps

Bit Pad

10"Water

381 30 384 54 386 36

388 68 390 03

390 87

385 82

385 97

386 58

378 32

382 10

370 24

385 67

384 72

384 36

387 02

386 45

385 71

384 24

380 97

380 65

388 16

387 31 386 85

385 76384 17

369 30

387 81

368 72

369 23

378 85

377 05

381 10

381 94

384 88

383 54

383 96

385 47 382 10

385 85

385 07

387 66

390 45

380 40

372 86 372 32

373 97

383 14

381 38

369 28

372 98

389 84

386 19

376 95

391 43

384 45

383 09

386 12

G ravel D rive

Clean Out

Existing Building

100 Year Flood Line

Zone C

N/F State of onnecticut D.E.E.P. Garage

422 Watertown Rd Thomaston, CT

SANMH

Not Found Flow Line=352.78

FROM RECORD MAP

S47°44'31''W 398.04' S47°43'43''W

123.53'

S

°0 2'

''E

5.

N52°32'42''E 204.96'

Je rs ey B ar rie rs G at e

Gate

C on c.

W al l

674.33 (DEED 710±)

Conc.

N/F NFR Realty, LLC

400 Watertown Ave.Vol. 215 p. 723

N/F Town of Thomaston

57 Branch Road

N 799579.09 E 906265.22

S econdary E lectric Line

20 HDPE DUCT 20-40" COVER

N/F Town of Thomaston

57 Branch Road

Watertown Road (U.S. Route 6)

376377378379

6 372

387 388

382381

FF 385.61

FF 385.58 FF 385.61

FF 385.62

FF 385.57

FF 385.57

FF 385.66

FF 373.62

N 799,300

E 9

,9

N 799,900E 9

,1

B ra nc h

B ro ok

Pond

Bollard, (Typ.)

FF 385.69

Mailbox

Sign

Sign

Sign

Bollard, (Typ.)

Roof Leader, (Typ.)

Approximate Location of Electric Conduit, (Typ.)

Simplex Pump Station

Approximate Location of 4"

PVC

Sanitary

Rock Outcrop

Roof Leader, (Typ.)

S

S S

S S

6" P V

C

4" P

VC

Gas Line

Approximate Location of PVC Sanitary Force Main

S

S

S

S

S

S

Sanitary Manhole

Notes:

1. Topographic survey reference: Land Survey for Design and Construction Purposes at Black Rock State Park, Route 6, Watertown, Connecticut, Sheet C-2, by A. Rafael Martinez, L.S., Martinez Couch & Associates, LLC., 7/13/16, NAVD, NAVD 1988.

2. Location of Underground Utilities are Approximate and Incomplete, Based on Information Provided By Others.

S

Bollard (Typ.)

'C' CB

TF=389.90

Inv. Out =387.60

(15"CCP E)

Approximate Location 8" CPET From Roof Leaders

+371.9++

+370.6 +370.6

+371.4

HP

LP

LOWER F.F. EL. = 372.0

UPPER F.F. EL. = 386.5

PI1

PI2

PI3

ALIGNMENT LINE TABLE

LINE NO.

L1

L2

L3

L4

ALIGNMENT NAME

PROPOSED ROAD CL

PROPOSED ROAD CL

PROPOSED ROAD CL

PROPOSED ROAD CL

LENGTH

49.56

28.73

39.68

115.27

START COORDINATES

N 799,523.98 E 906,249.72

N 799,601.47 E 906,194.02

N 799,665.42 E 906,168.79

N 799,698.65 E 906,057.20

END COORDINATES

N 799,560.23 E 906,215.92

N 799,629.48 E 906,187.60

N 799,694.77 E 906,142.08

N 799,620.83 E 905,972.16

START STATION

9+74.98

10+71.78

11+41.53

12+75.63

END STATION

10+24.54

11+00.51

11+81.21

13+90.90

ALIGNMENT CURVE TABLE

CURVE NO.

PI1

PI2

PI3

ALIGNMENT NAME

PROPOSED ROAD CL

PROPOSED ROAD CL

PROPOSED ROAD CL

RADIUS

90.00'

80.00'

60.00'

LENGTH

47.24'

41.02'

94.41'

30° 04' 21.51"

29° 22' 36.65"

90° 09' 29.26"

PI NORTHING

799,577.91

799,649.92

799,739.27

PI EASTING

906,199.43

906,182.90

906,101.59

TANGENT

24.18'

20.97'

60.17'

START STATION

10+24.54

11+00.51

11+81.21

END STATION

10+71.78

11+41.53

12+75.63

+ 379.5 +379.5 379.5

9 74.98

10 00

11 00

12 00

.9

369.0

386.4

371.9

+371.4 + 371.4

386.0

386.2

373.6

+372.3

+371.7

371.2

386.4

372.0+

S S

S

S

GRAPHIC SCALE

020 20 40

SCALE: 1"=20'

15 10 5

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

DEPA00013203605

ISSUED FOR PERMIT01/15/26

SITE, GRADING AND UTILITY

PLAN

C-03

TPH

06/18/26

WMT

20' ACCESS DRIVE WIDTH, SEE DETAIL, SHEET C-05

R70'

20'

R20

R 20'

R4'

25' LONG RETAINING WALL

R20

R20' R15'

R90'

STA. 10+40-R

BEGIN BITUMINOUS CONCRETE CURB

PROVIDE 2' KNIFE EDGE

STA. 12+60-R

END BITUMINOUS CONCRETE CURB

PROVIDE 2' KNIFE EDGE

STA. 12+42.44-10.00' R

TYPE "C" CATCH BASIN

DOUBLE GRATE, TYPE I

T.G. EL. 372.00

INV. IN EL. 368.65 (12")

INV. OUT EL. 368.40 (15")

END BITUMINOUS PAVEMENT

STA. 13+90.90

N 799,620.83 E 905,972.16

STA. 10+65.94-10.00' R

TYPE "C" CATCH BASIN

T.G.EL. 384.68

INV. EL. 380.40

22' WIDE GATE AND POSTS (BY OWNER)

10" DOMED NYLOPLAST YARD DRAIN

T.G. EL. 378.8

INV. EL. 369.75 (6" IN)(RETAINING WALL

DRAIN NOT SHOWN FOR CLARITY)

INV. EL. 368.45 (10" OUT)

N 799,584.27 E 906,029.34

TYPE "C-L" CATCH BASIN

T.G. EL. 384.63

INV. IN EL. 381.25

INV. OUT EL. 380.90

N 799,576.78 E 906,157.82

STA. 11+80.38-10.00' L

TYPE "C" CATCH BASIN

T.G. EL. 377.60

INV. EL. 374.90

25' WIDE CONCRETE APRON,

(TYP.) SEE DETAIL, DRAWING

C-05

T.O.W. EL. 372.0

T.O.W. EL. 380.0 LEVEL FOR 1'

FLARED END SECTION, SEE DETAIL, SHEET C-05

INV. EL. 368.0

B.O.W. EL. = 372.0

T.O.W. EL. = 380.0

2' BIT. CONC. KNIFE EDGE TO ABUT

CONCRETE APRON

STORMWATER DETENTION / WATER QUALITY BASIN, SEE

DETAIL, SHEET C-05.2

RIPRAP / CRUSHED STONE FILTER BERM, SEE DETAIL, SHEET C-5.02

GROUTED INTERMEDIATE RIPRAP SEDIMENT FOREBAY

TURF REINFORCEMENT MAT

L4

L3

L2

L1

12" C P

E P

15" CPEP

C.O.

6" SDR 35 PVC, (TYP.)

RL-1

INV. 384.40

RL-2

INV. 383.80

RL-3

INV. 383.80

RL-4

INV. 384.25

6"

8"

6"INV. 383.45

INV. 383.25

" D

I

RL-5

INV. 370.0

RL-6

INV. 369.50

RL-7

INV. 370.0

" D

I

INV. EL. 368.70

PROVIDE RODENT SCREEN, SEE DETAIL, SHEET C-05

STA. 12+25 TO STA. 12+60

TRANSITION FROM NORMAL CROWN ROADWAY TO

SUPERELEVATED ROADWAY SECTION TO DIRECT

STORMWATER TO STORMWATER DETENTION BASIN.

R4' R50'R49 .5

C P

E P

D U

C

TI

LE

IR

O N

INV. EL. 368.00

PROVIDE TRANSITION FITTING FROM

10" DIA. CPET TO 10" DIA.

DUCTILE IRON

PROVIDE TRANSITION ADAPTERS TO

SDR 35 PVC PIPE FROM DUCTILE

IRON PIPE A MINIMUM OF 2'

INSIDE OF CONCRETE APRON LIMITS,

(TYP.)

422 WATERTOWN RD, THOMASTON, CT

12980001SP

BITUMINOUS PAVEMENT

BITUMINOUS CONCRETE CURB

GRASS ISLAND

PROVIDE TWO 2" THICK

PANELS CLOSED CELL

INSULATION OVER FORCE MAIN

WHERE COVER < 4 FT.

PROVIDE TRANSITION ADAPTERS TO

SDR 35 PVC PIPE FROM DUCTILE

IRON PIPE A MINIMUM OF 2'

INSIDE OF CONCRETE APRON LIMITS,

(TYP.)

C.O.

INSTALL 2" DIA. SCH 40 PVC

FORCE MAIN TO REPLACE EXISTING

FORCE MAIN IN THIS AREA,

PROVIDE COUPLING CONNECTING AT

PUMP CHAMBER AND EXISTING

FORCE MAIN, 4 FT. MINIMUM COVER

C.O.

6" PVC WYE, (TYP.)

6"X8" PVC REDUCER

8"X8"X6" DI WYE

IN WORK AREA, CONTRACTOR TO PROVIDE HYDROVAC

INVESTIGATION TO VERIFY GAS LINE LOCATION AND

DEPTH AND MODIFY GAS LINE AS REQUIRED TO MEET

GAS UTILITY SPECIFICATIONS FOR BEDDING AND DEPTH

OF COVER.

C.O.

ROOF LEADER DRAIN CLEANOUT, (TYP. 4 PLACES),

SEE DETAIL, SHEET C-05

LANDSCAPE STRIP ON END OF BUILDING, (TYP.), SEE DETAIL, SHEET C-05

99.0 +

Existing PROPOSED

INDEX CONTOUR

INTERMEDIATE CONTOUR

SPOT ELEVATION

TREE LINE / CLEARING LIMIT

CONIFEROUS TREE

STATE WETLAND LINE

PAVEMENT EDGE

BITUMINOUS CONCRETE CURBING

CHAIN LINK FENCE

CATCH BASIN

FLARED END

ELECTRIC LINE

GAS LINE

SANITARY LINE

PAVEMENT SAWCUT

E

G

S

99.00

E

G

X X X X X X

S

TYPE "C-L"

GRAVEL EDGE

BITUMINOUS CONCRETE PAVEMENT

RIPRAP

SEDIMENT FORBAY

BITUMINOUS CONCRETE

TURF REINFORCEMENT MAT

SEDIMENT BARRIER

LEGEND

Bit.

Conc.

EL.

INV.

RCP

T.O.W.

TYP.

BITUMINOUS

CONCRETE

ELEVATION

INVERT

REINFORCED CONCRETE PIPE

TOP OF WALL

TYPICAL

DI DUCTILE IRON PIPE

ABBREVIATIONS

NOTES

1. In General, Lower Case Text Identifies Existing Features/Conditions.

2. IN GENERAL, UPPER CASE TEXT IDENTIFIES PROPOSED

FEATURES/CONDITIONS UNLESS OTHERWISE SPECIFIED.

3. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV

AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL

BEFORE YOU DIG, INC." AT 1-800-922-4455.

STORM PIPE

WATER LINE

REMOVE TREE

GROUTED INTERMEDIATE RIPRAP SPLASH PAD

R10', (TYP. 2 PLACES)

12" CPEP

PROVIDE SLEEVE IN WALL STEM

OR FOOTING FOR FORCE MAIN

PROVIDE SLEEVE IN WALL STEM

OR FOOTING FOR 10" DUCTILE

IRON PIPE

12" MINIMUM OF MODIFIED RIPRAP ON

NON-WOVEN GEOTEXTILE

FIELD LOCATE 8" SINGLE WALL

CPET FROM EXISTING BUILDING

ROOF LEADERS IN AREA OF

STORMWATER BASIN. DETERMINE IF

EXISTING INVERT ELEVATIONS ALLOW

FOR AN INVERT ELEVATION OF

368.0 AT THE BASINS WITH A

MINIMUM SLOPE OF 0.005 FT/FT.

PROVIDE TRANSITION FITTING TO 8"

DOUBLE WALL CPET.

CONCRETE FILLED STEEL BOLLARD, (TYP. 16 PLACES)

REFER TO ARCHITECTURAL DRAWINGS FOR DETAIL

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

" D

I

FOOTING DRAIN OUTFALL

INV. 369.10

6" SDR 35 PVC, (TYP.)

45° ELBOW, (TYP.)

6" PVC

6" SCH 80 PVC

FOOTING DRAIN

PIPE

COUPLING

PROVIDE SLEEVE IN WALL STEM

OR FOOTING FOR EXISTING ROOF

LEADER DRAIN IN THIS

APPROXIMATE AREA

BEGIN ACCESS DRIVE

N 799,523.98 E 906,249.72

PROVIDE 6" RISE BEFORE

DESCENDING MAX. GRADE 5.0%

DOT ENCROACHMENT PERMIT REQUIRED

ISSUED FOR BID06/18/26

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1S P.

dw g, /1

6/

:5 7:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

PROPOSED ROAD CL

9+74.98 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+90.90

9.

9.

8.

6.

5.

4.

3.

2.

1.

0.

0.

9.

7.

1.

1.

0.

0.

0.

0.

8.

6.

5.

5.

5.

3.

1.

8.

6.

3.

1.

0.

0.

0.

0.

0.

P V

I S T

A . 9

.2

E L .4

P V

I S T

A . 1

3+

.0

E L .7

LVC = 30.00'

P V

C S

T A

. 1 0+

.0

E

L .6

P V

T S

T A

. 1 0+

.0

E

L .2

A.D. = 0.09 K = 3.28

LVC = 50.00'

P V

C S

T A

. 1 2+

.3

E

L .2

P V

T S

T A

. 1 2+

.3

E

L .7

A.D. = 0.10 K = 5.00

LVC = 20.00'

P V

C S

T A

. 9

.2

E

L .3

P V

T S

T A

. 1 0+

.2

E

L .3

A.D. = -0.02 K = 9.00

LVC = 40.00'

P V

C S

T A

. 1 0+

.7

E

L .3

P V

T S

T A

. 1 1+

.7

E

L .0

A.D. = -0.13 K = 3.06

P V

I S T

A . 9

.2

E L .0

P V

I S T

A . 1

1+

.7

E L .0

P V

I S T

A . 1

0+

.0

E L .7

P V

I S T

A . 1

2+

.3

E L .7

H

IG

H P

T . S

T A

. 1 0+

.1

E

L .5

LO

W

P T

. S T

A . 1

0+

.9

E L .0

S=-0.0387

S=-0.0609

S=0.0307

S=-0.1000

S=0.0000

Existing Grade

PROPOSED GRADE

E xi st in g

PR

O

PO

SE

D

EL

EV

AT

IO

N

DISTANCE

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

ACCESS DRIVE PROFILE

C-04

TPH

WMT

GRAPHIC SCALE

020 20 40

HORIZONTAL SCALE: 1"=20'

15 10 5

02 2 4

VERTICAL SCALE: 1"=2'

1.5 1 .5

.2

12980001SP DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1S P.

dw g, /1

6/

:5 7:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

N.T.S.

RODENT SCREEN

FLOW

PIPE

6" DIA. PERFORATED

INTERNAL END PLUG

1 1/2" HMA S0.50 TOP COURSE

1 1/2" HMA S0.50 BINDER COURSE

4" PROCESSED AGGREGATE BASE

8" ROLLED GRANULAR BASE

APPROVED COMPACTED SUBGRADE

BITUMINOUS CONCRETE DRIVEWAY PAVEMENT SECTION

N.T.S.

N.T.S.

CLEANOUT DETAIL

PROPOSED GRADE

SLOPE TO DRAIN AWAY FROM

COVER

1" CLEAR COVER

TO PLUG NUT

PRECAST CONCRETE GRADE RING

4" DIA. SCH. 40 PVC SOCKET X

THREADED COUPLING

4" DIA. SCH. 40 PVC

6" DIA. SDR 35 PVC SANITARY

45° WYE

6" DIA. SDR 35 PVC

AT UPSTREAM END OF PIPE RUN

USE LONG RADIUS 90° ELBOW

INSTEAD OF WYE

IN LAWN AREAS, PROVIDE 16"X16"X4"

CONCRETE PROTECTIVE COLLAR

AROUND MANHOLE FRAME

4" PVC THREADED PLUG, HAND TIGHT

CAST IRON MONUMENT BOX CAMPBELL

FOUNDRY CO. PATTERN NO. 4155

SET FRAME IN FULL BED MORTAR

COMPACTED GRANULAR BACKFILL

4"X6" SCH. 40 PVC REDUCER

6" PVC ADAPTER COUPLING SDR 35

PVC TO SCH. 40 PVC

3/4" CRUSHED STONE

NON WOVEN GEOTEXTILE

6" DIA. SDR 35 PVC 45° ELBOW

6" DIA. SDR 35 PVC

FLOW FLOW

FINISHED GRADE

IN UNPAVED AREASIN PAVED AREAS

FINISHED GRADE

EACH SIDE

SAND BEDDING

PIPE AND CONDUIT BEDDING DETAIL

N.T.S.

MAGNETIC

4" TOPSOIL

COMMON EARTH

TRACER TAPE

FILL

PAVEMENT

BASE

SUBBASE

M

IN

T

O P

A N

D

BO

TT

O

M

6" MIN.

CONDUIT

M

IN

. C O

V E

R F

O R

C O

N D

U

IT

NOTES:

1. DETAIL AT EXPANSION JOINT SHOWN. DETAIL AT CONTRACTION JOINT SIMILAR.

2. PROVIDE TRANSVERSE MEDIUM BROOM FINISH.

3. fy = 60,000 psi.

4. SLOPE AND SIZE OF APRON AS SHOWN ON SITE GRADING PLAN.

5. SEE CONTRACTION AND EXPANSION JOINT DETAILS.

CONCRETE APRON

3" COVER, (TYP.)

SCALE: 1 1/2"=1'-0"

MATCH GRADE

PROPOSED GRADE

CLASS PCC03360

CONCRETE

24" LONG SMOOTH STEEL BAR DOWEL

TO BE PLACED EQUALLY ON EITHER

SIDE OF JOINT, WITH NO LESS THAN

3" CLEARANCE TO #4 BAR

CLASS PCC03360

CONCRETE

#4 @ 12" O.C.

EACH WAY, (TYP.) 3"

C O

V E

R

T Y

P

1'-0" 1'-0"

C O

M P

A C

TE

D

G R

A N

U

LA

R F

IL

L

BUILDING FOUNDATION WALL

1'-6"

STEEL EDGE STRIP

NON-WOVEN GEOTEXTILE ON

BOTTOM AND SIDES

3/4" CRUSHED STONE

N.T.S.

LANDSCAPE STRIP

GRAVITY PIPE BEDDING DETAIL

(AREAS <3 FEET OF COVER)

N.T.S.

M

IN

6" MIN.

EACH SIDE

3/4" BROKEN

STONE

SDR 35 PIPE

NON-WOVEN

GEOTEXTILE ENVELOPE

ALL AROUND STONE,

1 FT. MIN. OVERLAP

MIRAFI 140N OR

ACCEPTED SUBSTITUTION

FINISHED GRADE

IN PAVED AREAS

PAVEMENT

BASE

SUBBASE

MAGNETIC

TRACER TAPE

FINISHED GRADE IN

UNPAVED AREAS

4" TOPSOIL

3" CLEAR, (TYP.)

0"

(T Y

P

SECTION

102'-8"

25'-8"

(TYP.)

EXPANSION JOINT

CONTRACTION JOINT

CONTRACTION JOINT

STEEL BAR DOWEL, (TYP.)

EXPANSION JOINT

CONCRETE APRON SECTION AT

CONTRACTION JOINT

0"

/2

(M

IN

1/2" X 1/2" JOINT SEAL AT TOP OF JOINT

1/2" PREFORMED FILLER, AASHTO M213

AT 1/2" BELOW GRADE

1" DIA. X 2'-0" LONG SMOOTH STEEL BAR DOWEL WITH

EXPANSION CAP. COAT BAR ON OPPOSITE SIDE OF

EXPANSION CAP SIDE OF BAR TO PREVENT BONDING.

1/2" X 1/2" JOINT SEAL AT TOP OF JOINT

1" DIA. X 2'-0" LONG SMOOTH STEEL BAR DOWEL WITH

EXPANSION CAP. COAT BAR ON OPPOSITE SIDE OF

EXPANSION CAP SIDE OF BAR TO PREVENT BONDING.

N.T.S. N.T.S.

CONCRETE APRON PLAN

JOINT AND DOWEL DETAIL

N.T.S.

/2

(M

IN

CONCRETE APRON SECTION AT

BITUMINOUS CONCRETE CURBING

N.T.S.

2" R

FACE OF CURB

SURFACE OF

FINISHED PAVEMENT

O R

A S

D

IR

EC

TE

D

BITUMINOUS

CONCRETE

" 1 " 48°

21°

9"

F

T . M

IN

IM

U M

C O

V E

R F

O R

F O

R C

E M

A

IN

20'-0"

10'-0" 10'-0"CL

1/4"/FT. SLOPE1/4"/FT. SLOPESLOPE

TYPICAL SECTION

ACCESS ROAD

SCALE: 1/4" = 1'-0"

BITUMINOUS CONCRETE

CURBING, (TYP.) POINT OF APPLIED GRADE

3'-0"

1.51

3'-0"

1/4"/FT.

PROPOSED

GRADE

8" ROLLED GRANULAR BASE

APPROVED COMPACTED SUBGRADE

1 1/2" BITUMINOUS CONCRETE TOP COURSE, CLASS 2

1 1/2" BITUMINOUS CONCRETE BINDER COURSE, CLASS 1

4" PROCESSED AGGREGATE BASE

DIA.

POLYETHYLENE CULVERT END

END VIEW

N.T.S.

SIDE VIEW

PLAN

B

L

WA A

H H

L

DIMENSIONS FOR

POLYETHYLENE CULVERT END

W (2"±)

L (0.5"±)

H (1"±)

B

(MAX.)

A (1"±)

PIPE

DIA.

12" & 15" 18" 24" 30" 36"

6.5" 7.5" 7.5"

10.5" 10.5"

10" 15" 18" N/A N/A

6.5" 6.5" 6.5" 7.0" 7.0"

25" 32" 36" 53" 53"

29" 35" 45" 68" 68"

GRAPHIC SCALES

0 1'-0"

SCALE: 1/4"=1'-0"

6" 2'-0" 3'-0" 4'-0"12"

0 1'-0"

SCALE: 1 1/2"=1'-0"

3"6"9"12"

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

DETAILS

C-05

TPH

WMT

12980001SP DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1D T.

dw g, /1

6/

:5 4:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

N.T.S.

3'-0"

4'-4"

CLASS "A" CONCRETE OR PRECAST

UNIT, (TYP.)

IN SANDY SOILS,

APPLY

DAMPPROOFING

ON FOUR WALLS

8"2'-1 3/8"**12"

PRECAST CONCRETE UNITS, CLASS

"A" CONCRETE OR MASONRY

CONCRETE UNITS. WHERE MASONRY

CONCRETE UNITS ARE USED,

CORBELLING WILL BE PERMITTED.

MAXIMUM CORBELL TO BE 3". NO

PROJECTION SHALL EXTEND INSIDE

OF LIMITS NOTED BY**.

DRAINAGE OPENINGS IN FOUR

WALLS AT OR IMMEDIATELY ABOVE

THIS ELEVATION. PERVIOUS

BACKFILL ABOVE THIS ELEVATION

TO SUBGRADE

MINIMUM DEPTH UNLESS

SPECIFICALLY ORDERED OR SHOWN

UNDER TRAVELWAY, 1'-7 1/2";

UNDER UNTRAVELED AREAS, 0'-3"

S E

E N

O T

E

T H

IS

D

E T

A

IL

VA

R

IE

S

VA

R

IE

S

VA

R

IE

S

5'-4"

4'-0"

M

IN

12"2'-8 3/4"**12"

7 1/2"

NOTES:

1. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE

ENGINEER, CATCH BASINS SHALL BE CONSTRUCTED WITH

PAVED INVERTS AND NO SUMPS, OR DEEP SUMPS.

2. WALLS OF CATCH BASINS OVER 10' DEEP TO BE INCREASED

TO 12" THICKNESS. INSIDE DIMENSION TO REMAIN THE SAME.

3. REINFORCING STEEL NOT SHOWN FOR CLARITY.

4. CURB INLET TYPE VARIES ACCORDING TO ADJACENT CURBING.

5. PROVIDE MORTAR ON ALL HORIZONTAL SURFACES BETWEEN

CATCH BASIN COMPONENTS.

5'-4"

T.F. EL. POINT OF APPLICATION

PRECAST REINFORCED TOP UNIT

#4 x 4'-0" LONG

CTDOT TYPE "A" HOT-DIPPED GALVANIZED

STEEL FRAME AND GRATE

TYPE "C" CATCH BASIN

1'-6 7/8"1'-6 7/8"

PLAN

10"10" 2" 2"

1"

10 3/16"

10 3/16"

CROSS SLOPE AS PER CROSS-SECTION

11 1/2"

1/2"

2" 2"

3 13/16"

2 13/16"

7 13/16"

2 13/16"

ALTERNATE CONSTRUCTION

WITHOUT FULL CURB BACK

TO BE USED AT LOCATIONS

WITHOUT EXISTING OR

PROPOSED CURB.

VA

R

IE

S

8" 8"8"8"

B

B

AA

SECTION B-BSECTION A-A

3 5/8", (TYP.)

7 1/2"

7 5/8"

SECTION A-A

8 5/16"

SECTION B-B

N.T.S.

TYPE "C-L" CATCH BASIN

12"1'-8 3/8"**12"

10 13/16"

1'-8 3/8"

1/2" MIN.

12"2'-8 3/8**12"

3'-1 3/4"

PLAN

5'-4"

NOTES:

1. WHERE SHOWN ON THE PLANS OR WHERE

DIRECTED BY THE ENGINEER, CATCH BASINS

SHALL BE CONSTRUCTED WITH PAVED INVERTS

AND NO SUMPS, OR DEEP SUMPS.

2. WALLS OF CATCH BASINS OVER 10' DEEP TO

BE INCREASED TO 12" THICKNESS. INSIDE

DIMENSIONS TO REMAIN THE SAME.

3. REINFORCING STEEL NOT SHOWN FOR CLARITY.

4. PROVIDE MORTAR ON ALL HORIZONTAL

SURFACES BETWEEN CATCH BASIN

COMPONENTS.

MINIMUM DEPTH UNLESS SPECIFICALLY

ORDERED OR SHOWN OTHERWISE

UNDER TRAVELWAY, 1'-7 1/2"; UNDER

UNTRAVELED AREAS, 0-3"

DRAINAGE OPENINGS IN FOUR WALLS

AT OR IMMEDIATELY ABOVE THIS

ELEVATION. PERVIOUS BACKFILL ABOVE

THIS ELEVATION TO SUBGRADE

PRECAST CONCRETE UNITS, BRICK,

CLASS "A" CONCRETE OR MASONRY

CONCRETE UNITS. WHERE BRICK OR

MASONRY CONCRETE UNITS ARE USED,

CORBELLING WILL BE PERMITTED.

MAXIMUM CORBELL TO BE 3". NO

PROJECTION SHALL EXTEND INSIDE THE

LIMITS NOTED BY**.

CLASS "A" CONCRETE OR PRECAST

UNIT, (TYP.)

IN SANDY SOILS,

APPLY

DAMPPROOFING

ON FOUR WALLS

VA

R

IE

S

VA

R

IE

S

M

IN

4'-0"8" 8"

5'-4"

3'-0"8" 8"

4'-4"

S E

E N

O T

E

T H

IS

D

E T

A

IL

VA

R

IE

S

VA

R

IE

S

T.F. EL. POINT OF APPLICATION

PRECAST REINFORCED TOP UNIT

CTDOT TYPE "A" HOT-DIPPED GALVANIZED STEEL

FRAME AND GRATE

1/2" MIN.

7 13/16"

A

B

A

B

4 13/16", (TYP.)

5", (TYP.)

7 5/8"

N.T.S.

SECTION

DOMED YARD DRAIN

CLLAYOUT POINT OF

APPLICATION

10" DOME LIGHT-DUTY

WITH LOCKING OPTION

T.F. APPLIES HERE

6" DIAMETER PVC

ADAPTER

SET ON 6" DEPTH

OF 3/4" CRUSHED

STONE

HEX BOLT ZINC GOLD STEEL,

2 PLACES

FINISHED GRADE, (TYP.)

10" DIAMETER DRAIN BASIN

(NYLOPLAST OR APPROVED

EQUAL)

10" DIAMETER ADAPTER

D

O N O T P O L L U T D R A

I N

S T

O W

A T

E R

W A

Y S

E

N Y

L O P L A S T

PLAN VIEW OF DOME

LAYOUT POINT OF

APPLICATION

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

DETAILS

C-05.1

TPH

WMT

12980001SP DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1D T.

dw g, /1

6/

:5 4:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

RIPRAP FILTER BERM

TYPICAL SECTION

N.T.S.

1, (TYP.)

4'

3.0, (TYP.) PROPOSED GRADE,

BOTTOM OF BASIN

EL. 368.00

MODIFIED RIPRAP

EL. 369.00

FLOW

TYPE "C" CATCH BASIN DOUBLE GRATE - TYPE I

N.T.S.

PLAN

/1

5'-4"

4'-0"

5'-4"

M

IN

4'-5 1/16"

5'-9 1/16"

IN SANDY

SOILS, APPLY

DAMPPROOFING

ON FOUR

WALLS

PRECAST, BRICK, CLASS "A"

CONCRETE OR MASONRY CONCRETE

UNITS. WHERE BRICK OR MASONRY

CONCRETE UNITS ARE USED,

CORBELLING WILL BE PERMITTED.

MAXIMUM CORBELL TO BE 3". NO

PROJECTION SHALL EXTEND INSIDE

OF LIMITS NOTED BY**.

CLASS "A" CONCRETE OR PRECAST

UNIT, (TYP.)

DRAINAGE OPENINGS IN FOUR

WALLS AT OR IMMEDIATELY ABOVE

THIS ELEVATION

MINIMUM DEPTH UNLESS

SPECIFICALLY ORDERED OR SHOWN

UNDER TRAVELWAY, 1'-7 1/2";

UNDER UNTRAVELED AREAS, 0'-3"

8"

VA

R

IE

S

VA

R

IE

S

1/2" MIN.

2" 10" 4 13/16"

SPOT WELD OUTER

FRAME TO GRATE

AT 6" C.C.

CROSS

SLOPE AS

PER

CROSS

SECTION

#4 BAR

4'-10"

LONG, (TYP.)

10 3/16" 1"

12" 3'-10 1/4" 10 13/16"

SEE DETAIL D

2 13/16"4"

8"

VA

R

IE

S

VA

R

IE

S

8" 8"

5 5/8" 1'-6 7/8" 1'-6 7/8"

5 5/8"

1'-3 5/8" 2'-8 3/4"**

1'-3 5/8"

7 5/8"

4" STEEL I BEAM

4'-6" LONG

5/8" DIA. HOLE

FOR #4 BAR 5'-2"

LONG, (TYP.)

7 1/2" 7 1/2"

5.

3.

2.

1.

NOTES:

WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM

OF THE PIPE OUTLETTING FROM THE CATCH BASIN.

WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER, CATCH BASINS SHALL BE CONSTRUCTED WITH PAVED

INVERTS AND NO SUMPS, OR DEEP SUMPS.

WALLS OF CATCH BASINS OVER 10' DEEP TO BE INCREASED TO 12" THICKNESS. INSIDE DIMENSION TO REMAIN THE SAME.

CURB INLET TYPE VARIES ACCORDING TO ADJACENT CURBING.

WHEN CATCH BASIN IS SET IN CONCRETE PAVEMENT THE 1/2" SLOPE ON THE TOP SURFACE SHALL BE CHANGED TO MATCH

ADJOINING PAVEMENT.

4.

ALTERNATE CONSTRUCTION

WITHOUT FULL CURB BACK

TO BE USED AT LOCATIONS

WITHOUT EXISTING OR

PROPOSED CURB.

THIS SHEET

S E

E N

O T

E

T

H

IS

D E

T A

IL

PERVIOUS

BACKFILL ABOVE

THIS ELEVATION

TO SUBGRADE

11 1/2"

B

B

A A

T.F. EL. POINT OF APPLICATION

PRECAST REINFORCED TOP UNIT

CTDOT TYPE "A" HOT DIPPED GALVANIZED

STEEL FRAME AND GRATE, (TYP.)

SECTION B-BSECTION A-A

5/32" FOR 1" DEPRESSION

5/16" FOR 2" DEPRESSION

S4x9.5

1/4"1/4"

3 1/2"x3/8", (TYP.)

1/4"

2" DEPRESSION, 1/4"x1/2"

BACK-UP STRIP TACK

WELDED TO FRAME

1" DEPRESSION, 1/8"x1/2"

BACK-UP STRIP TACK

WELDED TO FRAME

DETAIL D

1'-8 3/8" 1'-8 3/8"

4'-0"

6" TOPSOIL, (TYP.)

C

8'-0" 8'-0"

L

BASIN

6'-0" 6'-0"

F.G.370.0

PAVED

ACCESS

DRIVE

F.G. EL. 368.0

SIDESLOPE VARIES DEPENDENT

UPON SOIL COHESION

4'-0" MIN. WIDTH OF COMPACTED

GRANULAR FILL THROUGH ARTIFICIAL

FILL TO NATIVE STRATIFIED DRIFT

SUBSTRATUM

TO EXISTING

GROUND

CROSS-SECTION

WATER QUALITY VOLUME (WQV) STORMWATER BASIN

SCALE: 1/4" = 1'-0"

D E

P

TH

V A

R

IE

S

LIMITS OF NEW ENGLAND EROSION CONTROL / RESTORATION MIX FOR

DETENTION BASINS AND MOIST SITES

F.G.370.0

CL

4" MIN. THICKNESS

3/4" CRUSHED

STONE

18" MIN. THICKNESS

GROUTED

INTERMEDIATE RIPRAP

SEDIMENT FOREBAY

RADIUS POINT

N 799.725.55 E 906,042.85

LAYOUT PLAN

WATER QUALITY VOLUME (WQV) STORMWATER BASIN

SCALE: 1"=10'

R8' R8'

RADIUS POINT

N 799.668.60 E 905,979.75

CL

85'

CL CL

GRAPHIC SCALES

0 1'-0"

SCALE: 1/4"=1'-0"

6" 2'-0" 3'-0" 4'-0"12"

010 10 20

SCALE: 1"=10'

92 WEST MAIN STREET

CHESTER, CT

STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES

CAD no.

drawing prepared by project no.

project drawing no.

approved by drawn by scale date drawing title descriptiondatemark

R E V I S I O N S

TLB ARCHITECTURE, LLC

AS NOTED

DETAILS

C-05.2

TPH

WMT

12980001SP DEPA00013203605

ISSUED FOR PERMIT01/15/26

06/18/26

ISSUED FOR BID06/18/26

422 WATERTOWN RD, THOMASTON, CT

DEEP STANDARDIZED

COLD STORAGE BUILDING

AT THOMASTON GARAGE

I:\ C iv il

3D \1

1-

1\ _P ro du ct io n D ra w in gs

\1

1D T.

dw g, /1

6/

:5 4:

A

M , A ut oC

AD

P

D F

(G en er al

D oc um en ta tio n)

PROJECT NARRATIVE:

THE SUBJECT PROJECT INCLUDES THE CONSTRUCTION OF A STORAGE BUILDING, ACCESS DRIVE, ROOF DRAINAGE AND SITE

GRADING.

ADDRESS OF PROPOSED USE:

422 WATERTOWN ROAD

THOMASTON, CONNECTICUT 06787

ADDRESS OF OWNER'S AGENT AND PROPERTY OWNER:

STATE OF CONNECTICUT

DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION

79 ELM STREET

HARTFORD, CONNECTICUT 06106

CONSTRUCTION SCHEDULING:

IT IS PROPOSED TO PERFORM CONSTRUCTION IN 2026. IN GENERAL, THE SEQUENCE FOR CONSTRUCTION AND SITE STABILIZATION

MAY BE AS FOLLOWS:

1. INSTALL CONSTRUCTION ENTRANCE AND SEDIMENT AND EROSION CONTROLS.

2. RELOCATE ELECTRIC POWER LINES.

3. REMOVE TREES AND STUMPS.

4. STRIP AND STOCKPILE TOPSOIL.

5. CONSTRUCT BUILDING FOUNDATION AND EXTEND POWER UTILITIES.

6. ROUGH GRADE SITE.

7. CONSTRUCT BUILDING AND ACCESS DRIVE.

8. INSTALL CONCRETE PAD WORK.

9. BACKFILL, PLACE TOPSOIL.

10. REMOVE CONSTRUCTION ENTRANCE THEN PAVE.

11. FINE GRADE, FERTILIZE, SEED AND MULCH ALL DISTURBED AREAS.

12. REMOVE REMAINING SEDIMENT AND EROSION CONTROL MEASURES ONCE VEGETATION HAS BECOME ESTABLISHED.

THE CONTRACTOR SELECTED TO CONSTRUCT THIS PROJECT WILL BE RESPONSIBLE FOR IMPLEMENTATION OF SEDIMENT AND EROSION CONTROL MEASURES ON THIS SITE. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR WILL PROVIDE THE STATE OF CONNECTICUT DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION AND THE DEPARTMENT OF ADMINISTRATIVE SERVICES WITH THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE RESPONSIBLE PERSON. SHOULD ANY

PROBLEMS OCCUR, THEN THE OWNER'S AGENT SHOULD BE CONTACTED.

CONTINGENCY PLAN

A MINIMUM OF TWO WEEKS PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE OWNER'S AGENT WITH THE NAMES AND TELEPHONE NUMBERS OF THE RESPONSIBLE PERSONS TO BE CONTACTED IN THE EVENT OF AN EROSION

AND/OR SEDIMENT CONTROL PROBLEM.

THE CONTRACTOR SHALL AT ALL TIMES KEEP SUFFICIENT ADDITIONAL SEDIMENTATION CONTROL FENCE AND/OR HAY BALES ON THE PROJECT SITE TO CONTROL UNFORESEEN EROSION AND/OR SEDIMENT PROBLEMS. IN THE EVENT OF A PROBLEM THE CONTRACTOR SHALL PROMPTLY STABILIZE THE PROBLEM AND CONTAIN ANY SEDIMENT AND THEN NOTIFY THE OWNER'S AGENT.

EROSION AND SEDIMENT CONTROL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE

PROJECT.

THE MINIMUM STANDARDS FOR ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THOSE OUTLINED IN THE "2024 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", AS AMENDED. ALTERNATIVE MEASURES, METHODS, MEANS AND TECHNIQUES MAY BE ALLOWED WITH THE PRIOR APPROVAL OF THE OWNER'S AGENT.

GENERAL GUIDELINES:

1. NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN AREAS DESIGNATED AS INLAND WETLANDS, WATERCOURSES OR

FLOODPLAINS, DESIGNATED UPLAND REVIEW ZONES OR WITHIN STREAM CHANNEL ENCROACHMENT LINES WITHOUT ALL

REQUIRED APPROVALS AND/OR PERMITS.

2. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION.

3. ALL EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED CONTINUOUSLY AND SHALL NOT BE REMOVED UNTIL ALL

DISTURBED AREAS HAVE BEEN STABILIZED.

4. THE CONTRACTOR SHALL LIMIT THE DISTURBANCE OF LAND TO THOSE AREAS SHOWN ON THE DRAWINGS AND SHALL TAKE REASONABLE CARE TO PROTECT AND PRESERVE EXISTING VEGETATION WITHIN THE LIMITS OF DISTURBANCE WHERE

FEASIBLE.

5. WHERE PRACTICABLE, THE CONTRACTOR SHALL PLAN HIS CONSTRUCTION OPERATIONS SO AS TO LIMIT THE AREAS OF EXPOSED SOIL TO AREAS ACTIVELY UNDER CONSTRUCTION. THE CONTRACTOR SHALL TAKE REASONABLE CARE TO LIMIT THE PERIOD OF EXPOSURE OF DISTURBED AREAS. THE INSTALLATION OF PERMANENT VEGETATIVE MEASURES SHALL BE

ACCOMPLISHED AS SOON AS IS PRACTICABLE.

6. ADEQUATE PROVISIONS SHALL BE TAKEN TO PROTECT ALL EXPOSED CUT AND FILL SLOPES FROM SURFACE WATER FLOW

DAMAGE.

7. ALL MATERIAL FROM CLEARING AND GRUBBING OPERATIONS SHALL BE DISPOSED OF IN A LAWFUL MANNER.

8. WATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED DIRECTLY TO ANY WETLAND OR WATERCOURSE.

SUCH WATER SHALL BE DISCHARGED TO AN APPROVED SEDIMENT BASIN AND/OR FILTER DEVICE OR TO A STORM DRAINAGE SYSTEM ONLY WHEN APPROVED. NO WATER FROM DEWATERING OPERATIONS SHALL BE DISCHARGED INTO A SANITARY

SEWER SYSTEM.

9. THE STORAGE, WASHING, FUELING AND MAINTENANCE OF EQUIPMENT AND VEHICLES SHALL TAKE PLACE IN DESIGNATED AREAS ONLY. IN THE EVENT OF A CONTAMINANT SPILL THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION OIL AND CHEMICAL SPILL RESPONSE DIVISION (860-424-3338) AND THE OWNER'S

AGENT.

PRESERVE AND CONSERVE SOIL

TOPSOILING

MATERIALS

SITE INVESTIGATIONS SHALL BE MADE TO DETERMINE IF THERE IS A SUFFICIENT QUANTITY OF TOPSOIL OF GOOD QUALITY ON THE SITE TO JUSTIFY STRIPPING. HIGH QUALITY TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM, CLAY LOAM). OTHER SOIL TYPES WITH HIGH ORGANIC CONTENT MAY BE FOUND SUITABLE AFTER TESTING. IT SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS AND NOXIOUS WEEDS. IT SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT

GROWTH.

ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY TO DETERMINE THE PROPER APPLICATION RATES OF LIME

AND FERTILIZER.

INSTALLATION REQUIREMENTS

1. STRIPPING OF TOPSOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. THE DEPTH OF REMOVAL MAY VARY DEPENDING ON THE SITE CONDITIONS. ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING STRIPPING

OPERATIONS.

2. TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL SURFACE WATER FLOW IS NOT OBSTRUCTED AND NO

OFF-SITE SEDIMENT DAMAGE SHALL RESULT.

3. SIDE SLOPES OF STOCKPILES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.

4. A SEDIMENT BARRIER SHALL SURROUND ALL TOPSOIL STOCKPILES.

5. TEMPORARY SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 30 DAYS OF THE FORMATION OF THE STOCKPILE, IN

ACCORDANCE WITH THE TEMPORARY VEGETATIVE COVER REQUIREMENTS.

6. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE

DRAWINGS.

7. WHERE THE pH OF THE SUBSOIL IS 6.0 OR LESS, GROUND AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE WITH THE SOIL TEST TO A pH OF 6.0 TO 6.5 OR THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED.

8. AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND IMMEDIATELY PRIOR TO SPREADING THE TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISCING OR SCARIFYING OR TRACKING TO A DEPTH OF AT LEAST 4

INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL.

9. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH OF 4 INCHES, UNLESS OTHERWISE NOTED.

ANY IRREGULARITIES IN THE SURFACE RESULTING FROM TOPSOILING OR OTHER OPERATIONS SHALL BE CORRECTED IN

ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS.

10. TOPSOIL SHALL BE COMPACTED ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL AND TO OBTAIN A UNIFORM FIRM SEEDBED FOR THE ESTABLISHMENT OF A DURABLE TURF. UNDUE COMPACTION IS TO BE AVOIDED AS IT

INCREASES RUNOFF VELOCITY AND VOLUME, AND PREVENTS SEED GERMINATION.

11. IMMEDIATELY FOLLOWING TOPSOIL APPLICATION, PROTECT THE TOPSOIL FROM EROSION BY EITHER SODDING, SEEDING

AND/OR MULCHING.

LAND GRADING

1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN

ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED.

2. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR

OTHER OBJECTIONABLE MATERIAL.

3. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER

RELATED PROBLEMS.

4. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER OBJECTIONABLE

MATERIALS.

5. FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

6. FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION.

7. TOPSOILING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS FOR TOPSOILING.

8. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING.

DUST CONTROL

INSTALLATION REQUIREMENTS

WATER

1. THE EXPOSED SOIL SURFACE SHALL BE MOISTENED PERIODICALLY WITH ADEQUATE QUANTITIES OF WATER TO CONTROL

DUST.

STONE

1. COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. IN AREAS ADJACENT TO WATERWAYS USE CHEMICALLY

STABLE AGGREGATE.

MAINTENANCE

1. WHEN TEMPORARY DUST CONTROL MEASURES ARE USED, REPETITIVE TREATMENT SHALL BE APPLIED AS NEEDED TO

ACCOMPLISH CONTROL.

VEGETATIVE SOIL COVER

TEMPORARY SEEDING

INSTALLATION REQUIREMENTS

SITE PREPARATION

1. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE REQUIREMENTS FOR

LAND GRADING.

2. INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, SEDIMENT

BASINS AND GRASSED WATERWAYS.

SEEDBED PREPARATION

1. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET OF 10-10-10 OR EQUIVALENT. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AS

FOLLOWS:

SOIL TEXTURE TONS/ACRE LBS/1,000 SQUARE FEET

CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 3 135

SANDY LOAM, LOAM, SILT LOAM 2 90

LOAMY SAND, SAND 1 45

REFER TO COUNTY SOIL SURVEY REPORT FOR SOIL TEXTURES AT THE SITE.

SEEDING

1. ANNUAL RYE GRASS 40 LBS/ACRE, 1 LB/1000 SF

2. WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TO A DEPTH OF 2 INCHES BEFORE

APPLYING FERTILIZER LIME AND SEED.

3. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER.

HYDROSEEDINGS WHICH INCLUDE MULCH, MAY BE LEFT ON SOIL SURFACE. SEEDING RATES MUST BE INCREASED BY 10

PERCENT WHEN HYDROSEEDING.

4. SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS, SPRING SEEDINGS OF ALL SEED LEGUMES IS RECOMMENDED.

HOWEVER, LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 1 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED), THE RECOMMENDED SEEDING DATES

ARE:

MARCH 15 THROUGH JUNE 15

AUGUST 15 THROUGH OCTOBER 15

PERMANENT SEEDING

INSTALLATION REQUIREMENTS

1. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. ALL GRADING SHOULD BE BE DONE IN ACCORDANCE

WITH THE REQUIREMENTS FOR LAND GRADING.

SEEDBED PREPARATION

1. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS

MAGNESIUM OXIDE) AS FOLLOWS:

SOIL TEXTURE TONS/ACRE LBS/1,000 SQUARE FEET

CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 3 135

SANDY LOAM, LOAM, SILT LOAM 2 90

LOAMY SAND, SAND 1 45

REFER TO COUNTY SOIL SURVEY REPORT FOR SOIL TEXTURES AT THE SITE.

2. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHALL BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS

AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.

3. REMOVE FROM THE SURFACE ALL STONES ONE INCH OR LARGER IN ANY DIMENSION UNLESS OTHERWISE SPECIFIED.

REMOVE ALL OTHER DEBRIS SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS OR OTHER

UNSUITABLE MATERIAL.

4. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND

FIRMED AS ABOVE.

SEEDING DATES

1. SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED MIXES WITH LEGUMES IS RECOMMENDED, HOWEVER LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 15 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE SUMMER AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED). THE RECOMMENDED

SEEDING DATES ARE:

MARCH 15 THROUGH JUNE 15

SEPTEMBER 1 THROUGH OCTOBER 15

2. WITH THE EXCEPTION OF CROWN VETCH, THE FINAL SEEDING DATE MAY BE EXTENDED 15 DAYS IN THE COASTAL TOWNS OF

NEW LONDON, MIDDLESEX, NEW HAVEN AND FAIRFIELD COUNTIES.

SEEDING

1. SEE SPECIFICATIONS FOR SEED MIX AT 70 LBS. / ACRE.

2. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER. NORMAL SEEDING DEPTH IS FROM 1/4 TO 1/2 INCH. HYDROSEEDINGS WHICH ARE MULCHED MAY BE LEFT ON SOIL SURFACE.

3. WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG. SEEDING OPERATIONS SHOULD BE

ON THE CONTOUR.

4. FROST CRACK SEEDING MUST BE DONE IN LATE WINTER OR EARLY SPRING. SUITABLE WEATHER CONDITIONS ARE FREEZING NIGHTS AND THAWING DAYS WITH LITTLE OR NO SNOW COVER. SEEDING RATES MUST BE INCREASED 10 PERCENT WHEN

USING THIS METHOD.

5. HYDRAULIC APPLICATION (HYDROSEEDING), IS A SUITABLE METHOD FOR USE ON CRITICAL AREAS. WHEN HYDROSEEDING, A SEEDBED IS PREPARED IN THE CONVENTIONAL WAY OR BY HAND RAKING TO LOOSEN AND SMOOTH THE SOIL AND TO REMOVE SURFACE STONES LARGER THAN ONE INCH IN DIAMETER. SLOPES MUST BE NO STEEPER THAN 2 TO 1 (2 FEET HORIZONTALLY TO ONE FOOT VERTICALLY). LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY WITH THE SEED. THE USE OF FIBER MULCH ON CRITICAL AREAS IS NOT RECOMMENDED (UNLESS IT IS USED TO HOLD STRAW OR HAY). FIBER MULCH DOES NOT PROVIDE ADEQUATE SEEDBED PROTECTION. BETTER PROTECTION IS GAINED BY USING STRAW MULCH AND HOLDING IT WITH ADHESIVE MATERIALS OR 500 POUNDS PER ACRE OF WOOD FIBER MULCH. SEEDING RATES MUST BE

INCREASED BY 10 PERCENT WHEN HYDROSEEDING.

6. APPLY MULCH ACCORDING TO THE TEMPORARY MULCHING MEASURE.

7. IF SEEDING CANNOT BE DONE WITHIN THE SEEDING DATES, USE THE TEMPORARY MULCHING MEASURE TO PROTECT THE

SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.

MAINTENANCE

1. LIME ACCORDING TO A SOIL TEST OR AT A MINIMUM OF EVERY FIVE YEARS USING A RATE OF TWO TONS PER ACRE (100

POUNDS PER 1,000 SQUARE FEET).

2. WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST BIENNIALLY, 300 POUNDS OF

10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1,000 SQUARE FEET).

3. WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 300 POUNDS

OF 0-20-20 PER ACRE OR EQUIVALENT (7.5 POUNDS PER 1,000 SQUARE FEET).

NON-LIVING SOIL PROTECTION

MULCH FOR SEED

MATERIALS

1. SELECT MULCH MATERIALS BASED ON SITE CONDITIONS, AVAILABILITY OF MATERIALS AND LABOR AND EQUIPMENT. OTHER

MATERIALS MAY BE USED ONLY WITH THE PERMISSION OF THE APPROVING AUTHORITY.

INSTALLATION REQUIREMENTS

ORGANIC MULCHES

1. ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS REQUIRED, SUBJECT TO THE RESTRICTIONS NOTED BELOW:

RATES

MULCHES PER ACRE PER 1,000 SQUARE FEET

STRAW 1 1/2 - 2 TONS 35-45 LBS

APPLICATION

1. MULCH MATERIALS SHALL BE SPREAD UNIFORMLY, BY HAND OR MACHINE. WHEN SPREADING STRAW OR HAY MULCH BY HAND, DIVIDE THE AREA TO BE MULCHED INTO APPROXIMATELY 1,000 SQUARE FOOT SECTIONS AND PLACE 35-45 POUNDS

(1 BALE) OF STRAW OR HAY IN EACH SECTION TO ENSURE UNIFORM DISTRIBUTION.

ANCHORING

1. HAY OR STRAW MULCHES MUST BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT WINDBLOWING. HAY OR STRAW MULCH MAY BE ANCHORED BY TRACKING WITH CONSTRUCTION EQUIPMENT, BUT NOT BY USING NETTING.

MAINTENANCE

1. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSTORMS, TO CHECK FOR RILL EROSION.

WHERE EROSION IS OBSERVED, ADDITIONAL MULCH SHOULD BE APPLIED. NETS SHALL BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, REINSTALL NET AS NECESSARY AFTER REPAIRING DAMAGE TO THE SLOPE. INSPECTIONS SHALL TAKE PLACE UNTIL GRASSES ARE FIRMLY ESTABLISHED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION AND TO SURVIVE SEVERE WEATHER CONDITIONS.