KML Civil Bid Set Drwgs 10-20-25.pdf.crdownload

CONCRETE S

IDEWALK

X X

X X

X

X X

X

CB

#28 NORTH MAIN STREET

BUILDING

#32 NORTH MAIN STREET

BUILDING

CONC.

CONC. BITUMINOUS SIDEWALK

CB

CB

CB

CB

CONCRETE

PATIO

SLATE

PATIO

S L

A T

E P

A T

IO

BIRD

BATH

B

IT

U M

IN

O

U S

S

ID

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A

LK CONCRETE STEP

B

IT

U M

IN

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U S

ID

E

W A

LK

SLATE WALK

#30 NORTH MAIN STREET

BUILDING

CONC.

C O N C.

OIL

FILLER

B

IT

. W A

LK

CONC.

CONCRETE APRON

C O

N C

R E

T E

W A

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B I L C O

D O O R

GRAVEL P

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IN

G

R E

A

AC-UNIT

DOOR SILL

EL.= 399.53'

FLOOR

EL.= 398.84'

DOOR SILL

EL.= 398.13'

FLOOR

EL.= 398.83'

DOOR SILL 1ST. FLR. EL.= 399.01'

DOOR SILL 2ND FLR. EL.= 411.18'

DOOR SILL

EL.= 398.92'

DOOR SILL

EL.= 399.1'

FLAG

POLE

E

CHARGE

STATION

PLT.

PLT.

PLT.

PLT.

PLANTING

CONC.

CONC.

RIM 396.06'

INV 393.10± (6")

INV 392.52± (15")

PLT.

R C

P

6" PV

C

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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EXISTING

CONDITIONS

C-1.01 1" = 20'

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, NOTES:

1. BOUNDARY AND TOPOGRAPHIC INFORMATION HAVE BEEN TAKEN FROM SURVEY ENTITLED

"TOPOGRAPHIC SURVEY", PREPARED BY ROBERT L. HOCK LICENSED LAND SURVEYOR LLC,

PREPARED FOR KENT LIBRARY ASSOCIATION INC, DATED MARCH 18, 2022, SCALED 1"=10'.

2. NORTH ARROW AND BEARINGS ARE BASED UPON N.Y., N.H., AND H.R.R MONUMENTAL AZIMUTH.

3. ELEVATIONS, CONTOUR AND BENCHMARKS ARE BASED UPON NGVD 29.

4. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON

AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE

CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE

CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG",

1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL

CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

ENGINEER FOR RESOLUTION.

5. SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS

AND DATA WHICH HAVE BEEN SUPPLIED BY OTHERS.

S 54°10'38" E 7.00'

X X

X X

X

X X

X

CB

#28 NORTH MAIN STREET

BUILDING

#32 NORTH MAIN STREET

BUILDING

CONC.

CONC. BITUMINOUS SIDEWALK

CB

CB

CB

CB

CONCRETE

PATIO

SLATE

PATIO

S L

A T

E P

A T

IO

BIRD

BATH

B

IT

U M

IN

O

U S

S

ID

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A

LK CONCRETE STEP

B

IT

U M

IN

O

E

W A

LK

SLATE WALK

#30 NORTH MAIN STREET

BUILDING

CONC.

C O N C.

OIL

FILLER

B

IT

. W A

LK

CONC.

CONCRETE APRON

C O

N C

R E

T E

W A

L K

B I L C O

D O O R

GRAVEL P

ARKING A

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G R

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K

E

A

S

°4

'4

" E

.9

N 31°05'52" E 32.29'

S 01°48'20" E

105.02'

S 01°03'57" E

55.06'

S 04°03'57" E

23.86'

N 31°05'23" E 108.50'

N

°2

'5

" W

.4

N 57°14'58" W 20.46'

N

°1

'3

W

.6

AC-UNIT

DOOR SILL

EL.= 399.53'

FLOOR

EL.= 398.84'

DOOR SILL

EL.= 398.13'

FLOOR

EL.= 398.83'

DOOR SILL 1ST. FLR. EL.= 399.01'

DOOR SILL 2ND FLR. EL.= 411.18'

DOOR SILL

EL.= 398.92'

DOOR SILL

EL.= 399.1'

FLAG

POLE

E

CHARGE

STATION

PLT.

PLT.

PLT.

PLT.

PLANTING

CONC.

CONC.

RIM 396.06'

INV 393.10± (6")

INV 392.52± (15")

PLT.

R C

P

6" PV

C

EXISTING

BUILDING

BUILDING

ADDITION

EXISTING

BUILDING

RAILROAD STREET (P

RIVATE ROAD)

NORTH MAIN STREET (RTE. 7)

LA

N

E S

TR

EET

15' 6.5'

2' 2'

TREE TO BE

REMOVED

6' FENCE

CONCRETE PAD

(TYP. OF 2)

4' WIDE CONCRETE

SIDEWALK

CONCRETE

LANDING

GATE

(TYP. OF 2)

FREE STANDING FIRE

DEPT. CONNECTION

TRANSFORMER PAD

(REFER TO ELECTRICAL DESIGN)

FLUSH GRANITE CURB

6' PRIVACY FENCE

PROPERTY

LINE

EXISTING FLAG

POLE TO REMAIN

EXISTING

CHARGING

STATION TO

REMAIN

EXISTING SIGNS

TO REMAIN

ROCK WITH

PLAQUE

TO REMAIN

EXISTING ELM

TREE TO REMAIN

5' WIDE

CONCRETE

SIDEWALK

5' WIDE

CONCRETE

SIDEWALK

4' WIDE

CONCRETE

SIDEWALK

5' WIDE

CONCRETE

SIDEWALK

SAWCUT EXISTING

BITUMINOUS CONCRETE

PAVEMENT

CONCRETE

LANDING

DONOR BRICKS

POLAR ENGRAVING &

TILE ENGRAVERS

COLOR: RED QUARRY

PATTERN: RUNNING

OR STACK BOND

SAWCUT CONCRETE

SIDEWALK AT EXISTING

CONSTRUCTION JOINTS

BITUMINOUS CONCRETE

SERVICE DRIVEWAY

SAWCUT EXISTING

CONCRETE SIDEWALK

REMOVE AND RESET

GRANITE CURB

CONCRETE

LANDING (TYP.)

HARDSCAPE "B"

REFER TO SHEET

AS0.1

SEAT WALL

(DESIGN BY OTHERS)

6" SAN.

INV 396.0 (V.I.F.)

INSULATE SANITARY

PIPE AND ENCASE IN

CONCRETE TO MANHOLE

INSTALL EDGE RESTRAINT ALONG CONCRETE AND BRICKPAVERS (TYP.)

END OF

SEAT WALL

PROPERTY LINE

BOLLARDS

APPROX. LOCATION

OF EXISTING SANITARY

STRUCTURE (TO BE REMOVED)

15'

R10.5'

R5'

LANDSCAPING AREA WITHIN

RAISED GRANITE CURB

END CURB

(FLUSH)

REMOVE

EXISTING

FENCE

REMOVE

EXISTING

FENCE

6" SAN.

INV 396.0 (V.I.F.)

INSULATE SANITARY

PIPE AND ENCASE IN

CONCRETE TO MANHOLE HARDSCAPE "A"

PAVING STONES

REFER TO SHEET AS0.1

HARDSCAPE "A"

REFER TO SHEET

AS0.1

REMOVE SLATE AND

BITUMINUOUS WALKWAYS

REPLACE WITH LAWN

REMOVE

CONCRETE

LANDING

REMOVE SLATE PATIO

REPLACE WITH LAWN

FIRE STAIRCASE

DETECTABLE

WARNING

STRIP

TRASH AND

RECYCLING BINS

RIVER STONE

MULCH

RIVER

STONE

MULCH

RIVER

STONE

MULCH

GRANITE CURB

(TYP.)

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SITE LAYOUT

C-1.02 1"=20'

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, NOTES:

1. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION, SANITARY SEWER AND PUBLIC WATER ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.

2. ALL STORM PIPING SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) UNLESS OTHERWISE NOTED.

3. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.

4. ALL GRAVITY SANITARY SEWER PIPE SHALL BE SDR35 UNLESS OTHERWISE NOTED.

5. PROVIDE MINIMUM VERTICAL SEPARATION OF 18" BETWEEN WATER SERVICE AND SEWER SERVICE.

6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY UTILITIES INCLUDING IRRIGATION PIPES PRIOR TO THE START OF

CONSTRUCTION.

7. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER.

8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF KENT REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS.

9. A MAXIMUM FINISHED SLOPE OF 5.0% SHALL BE PROVIDED FOR ALL WALKWAYS AND HARDSCAPE AREAS AND A MAXIMUM FINISHED SLOPE OF 2.0% SHALL BE PROVIDED FOR ALL CONCRETE LANDINGS, IN ACCORDANCE WITH ADA ACCESSIBILITY

STANDARDS.

10. A MINIMUM FINISHED SLOPE OF 1.0% SHALL BE PROVIDED IN ALL SITE AREAS TO ALLOW FOR SURFACE DRAINAGE.

11. ROOF DRAIN DOWNSPOUTS THAT ARE NOT CONNECTED TO ROOF DRAIN COLLECTOR PIPING SHALL DISCHARGE ONTO THE GROUND SURFACE WHICH HAS BEEN STABILIZED WITH CRUSHED STONE, GRAVEL OR A CONCRETE SPLASH PAD.

12. ALL WORK WITHIN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (CTDOT) ROADWAY RIGHT-OF-WAY REQUIRES THE

CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM CTDOT.

S 54°10'38" E 7.00'

X X

X X

X

X X

X

CB

#28 NORTH MAIN STREET

BUILDING

#32 NORTH MAIN STREET

BUILDING

CONC.

CONC. BITUMINOUS SIDEWALK

CB

CB

CB

CB

CONCRETE

PATIO

SLATE

PATIO

S L

A T

E P

A T

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BIRD

BATH

B

IT

U M

IN

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S

ID

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A

LK CONCRETE STEP

B

IT

U M

IN

O

E

W A

LK

SLATE WALK

#30 NORTH MAIN STREET

BUILDING

CONC.

C O N C.

OIL

FILLER

B

IT

. W A

LK

CONC.

CONCRETE APRON

C O

N C

R E

T E

W A

L K

B I L C O

D O O R

GRAVEL P

ARKING A

REA

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G

E O F B

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M

IN

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A

S

°4

'4

" E

.9

N 31°05'52" E 32.29'

S 01°48'20" E

105.02'

S 01°03'57" E

55.06'

S 04°03'57" E

23.86'

N 31°05'23" E 108.50'

N

°2

'5

" W

.4

N 57°14'58" W 20.46'

N

°1

'3

W

.6

AC-UNIT

DOOR SILL

EL.= 399.53'

FLOOR

EL.= 398.84'

DOOR SILL

EL.= 398.13'

FLOOR

EL.= 398.83'

DOOR SILL 1ST. FLR. EL.= 399.01'

DOOR SILL 2ND FLR. EL.= 411.18'

DOOR SILL

EL.= 398.92'

DOOR SILL

EL.= 399.1'

FLAG

POLE

E

CHARGE

STATION

PLT.

PLT.

PLT.

PLT.

PLANTING

CONC.

CONC.

RIM 396.06'

INV 393.10± (6")

INV 392.52± (15")

PLT.

R C

P

6" PV

C

E E

E

E

E

E

E

EXISTING

BUILDING

BUILDING

ADDITION

FFEL 399.0

EXISTING

BUILDING

RAILROAD STREET (P

RIVATE ROAD)

NORTH MAIN STREET (RTE. 7)

LA

N

E S

TR

EET

FREE STANDING FIRE

DEPT. CONNECTION

TRANSFORMER PAD

(REFER TO ELECTRICAL DESIGN)

PROPERTY

LINE

EXISTING ELM

TREE TO REMAIN

APPROXIMATE LOCATION OF

PROPOSED UTILITY CONDUITS

(REFER TO ELECTRICAL DESIGN)

8" HDPE DRAIN

INV 393.1

YARD DRAIN (A)

RIM 397.0

INV 393.6

EXISTING

UNDERGROUND

UTILITY SERVICE

DECOMMISSION EXISTING WATER AND

SANITARY SEWER SERVICES PER

UTILITY REQUIREMENTS

CONTRACTOR TO VERIFY SIZE,

DEPTH AND MATERIAL OF

EXISTING SANITARY SEWER MAIN

CORE DRILL EXISTING SANITARY MAIN AND

INSTALL 6" SERVICE CONNECTION WITH TAPPING

SADDLE PER WATER POLLUTION CONTROL

AUTHORITY STANDARDS

CONTRACTOR TO VERIFY SIZE,

DEPTH AND MATERIAL OF

EXISTING WATER MAIN

1 12" DOMESTIC WATER SERVICE

MAINTAIN SURFACE DRAINAGE FLOW

FROM EXISTING ROOF DRAIN

DISCHARGES ALONG NORTH SIDE OF

BUILDING ONTO LIBRARY PROPERTY

AND AWAY FROM BUILDING

YARD DRAIN (B)

RIM 398.5

INV 394.7

YARD DRAIN (A)

RIM 397.2

INV 395.2

8" HDPE

8" HDPE

8" H

D

PE

6" H

D

PE

8" H

DP

E

8" H

DP

E6"

H D

PE

6" H

D

PE

SAN. MH

RIM 398.0

INV 394.9 (2 - 6" PVC IN)

INV 394.8 (6" PVC OUT)

6" SDR35

PVC SAN.

6" SDR35 PVC SANITARY

SERVICE AT 1/4" PER FOOT MIN.

SEAT WALL

(DESIGN BY OTHERS)

TW 400.0

BW 398.0

6" SAN.

INV 396.0 (V.I.F.)

INSULATE SANITARY

PIPE AND ENCASE IN

CONCRETE TO MANHOLE

398.1 399.0

399.0

399.0

398.2

399.0 399.0

399.0

398.6

398.8399.0

399.0 398.9

398.8

398.8 399.0

399.0

398.6398.8

399.0

399.0 399.0

398.8

399.0

397.5

398.1

397.2

397.3 397.3 397.3

397.4

397.3

397.0

397.5 397.3

397.9

397.9

397.8

397.6

397.3

397.7

397.6

398.8

398.4

398.8398.8

TW 400.8

BW 398.8

PROPERTY LINE

INSTALL NEW WATER MAIN

SERVICE CONNECTIONS PER

WATER COMPANY STANDARDS

APPROX. LOCATION

OF EXISTING SANITARY

STRUCTURE (TO BE REMOVED)

10'

TC 398.2

BC 397.7

6" FIRE WATER SERVICE

TC 398.1

BC 397.6

TC 397.5

BC 397.0

TC 397.8

BC 397.8

END CURB

(FLUSH)

6" SAN.

INV 396.0 (V.I.F.)

INSULATE SANITARY

PIPE AND ENCASE IN

CONCRETE TO MANHOLE

INV 393.7 (8" HDPE DRAIN AT SANITARY PIPE CROSSING - ENCASE IN CONCRETE)

INV 395.4 (6" PVC SANITARY AT DRAIN PIPE CROSSING - ENCASE IN CONCRETE)

FLUSH GRANITE CURB

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

K E

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GRADING &

UTILITIES

C-1.03 1"=20'

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, NOTES:

1. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION, SANITARY SEWER AND PUBLIC WATER ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.

2. ALL STORM PIPING SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) UNLESS OTHERWISE NOTED.

3. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.

4. ALL GRAVITY SANITARY SEWER PIPE SHALL BE SDR35 UNLESS OTHERWISE NOTED.

5. PROVIDE MINIMUM VERTICAL SEPARATION OF 18" BETWEEN WATER SERVICE AND SEWER SERVICE.

6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY UTILITIES INCLUDING IRRIGATION PIPES PRIOR TO THE START OF

CONSTRUCTION.

7. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER.

8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF KENT REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS.

9. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS

INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES NOT CONFORM TO LOCAL CODE.

10. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND PERMITEE.

11. A MAXIMUM FINISHED SLOPE OF 5.0% SHALL BE PROVIDED FOR ALL WALKWAYS AND HARDSCAPE AREAS AND A MAXIMUM FINISHED SLOPE OF 2.0% SHALL BE PROVIDED FOR ALL CONCRETE LANDINGS, IN ACCORDANCE WITH ADA ACCESSIBILITY

STANDARDS.

12. A MINIMUM FINISHED SLOPE OF 1.0% SHALL BE PROVIDED IN ALL SITE AREAS TO ALLOW FOR SURFACE DRAINAGE.

13. ROOF DRAIN DOWNSPOUTS THAT ARE NOT CONNECTED TO ROOF DRAIN COLLECTOR PIPING SHALL DISCHARGE ONTO THE GROUND SURFACE WHICH HAS BEEN STABILIZED WITH CRUSHED STONE, GRAVEL OR A CONCRETE SPLASH PAD.

14. ALL WORK WITHIN THE CONNECTICUT DEPARTMENT OF TRANSPORTATION (CTDOT) ROADWAY RIGHT-OF-WAY REQUIRES THE

CONTRACTOR TO OBTAIN AN ENCROACHMENT PERMIT FROM CTDOT.

X X

X X

X

X X

X

CB

#28 NORTH MAIN STREET

BUILDING

#32 NORTH MAIN STREET

BUILDING

CONC.

CONC. BITUMINOUS SIDEWALK

CB

CB

CB

CB

CONCRETE

PATIO

SLATE

PATIO

S L

A T

E P

A T

IO

BIRD

BATH

B

IT

U M

IN

O

U S

S

ID

E W

A

LK CONCRETE STEP

B

IT

U M

IN

O

E

W A

LK

SLATE WALK

#30 NORTH MAIN STREET

BUILDING

CONC.

C O N C.

OIL

FILLER

B

IT

. W A

LK

CONC.

CONCRETE APRON

C O

N C

R E

T E

W A

L K

B I L C O

D O O R

GRAVEL P

ARKING A

REA

ED

G

E O F B

IT

U

M

IN

O U

S

G R

A V

R

K

E

A

AC-UNIT

DOOR SILL

EL.= 399.53'

FLOOR

EL.= 398.84'

DOOR SILL

EL.= 398.13'

FLOOR

EL.= 398.83'

DOOR SILL 1ST. FLR. EL.= 399.01'

DOOR SILL 2ND FLR. EL.= 411.18'

DOOR SILL

EL.= 398.92'

DOOR SILL

EL.= 399.1'

FLAG

POLE

E

CHARGE

STATION

PLT.

PLT.

PLT.

PLT.

PLANTING

CONC.

CONC.

RIM 396.06'

INV 393.10± (6")

INV 392.52± (15")

PLT.

R C

P

6" PV

C

E E

E

E

E

E

E

EXISTING

BUILDING

BUILDING

ADDITION

EXISTING

BUILDING

RAILROAD STREET (P

RIVATE ROAD)

NORTH MAIN STREET (RTE. 7)

LA

N

E S

TR

EET

SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2024" AND IN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.

1. PURPOSE AND DESCRIPTION OF PROJECT

1.1. PROPOSED PARKING LOT AND SIDEWALK MODIFICATIONS

1.2. ESTIMATED AREA OF DISTURBANCE: ±0.46 ACRES

1.3. EARTHWORK SCHEDULE: EARTHWORK ACTIVITIES TO BEGIN IN SPRING 2026 AND WILL CONTINUE UNTIL SUBSTANTIAL SITE

WORK IS COMPLETED AND STABILIZED. COMPLETION OF CONSTRUCTION PLANNED FOR 2026.

2. IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS

2.1. CUTS AND FILLS ASSOCIATED WITH EXISTING DRIVEWAY AND SIDEWALKS.

3. IDENTIFICATION OF OTHER POSSIBLE PERMITS

3.1. TOWN OF KENT PLANNING & ZONING SITE PLAN PERMIT.

4. CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:

4.1. DETAILED CONSTRUCTION SEQUENCE - SEE TITLE SHEET

4.2. DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.

5. CONTACT PERSON

5.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SOIL AND EROSION CONTROLS.

SOIL EROSION AND SEDIMENT CONTROL NARRATIVE:

SHEET NOTES

1. SEE DETAIL SHEETS FOR EROSION CONTROL MAINTENANCE INTERVALS.

2. ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THE DISCOLORATION OF THE RECEIVING

WATERS.

3. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS SUCH THAT NONE OF THE ABOVE ENTER

WATERS OR WETLANDS.

4. A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MAINTAINED ON-SITE AT ALL

TIMES DURING CONSTRUCTION.

5. CHIP AND DISPOSE OF ALL CLEARED MATERIAL IF NOT USED ONSITE FOR TEMPORARY EROSION CONTROLS.

6. ALL INLETS TO HAVE SILT SACK INLET PROTECTION UNTIL SITE IS PERMANENTLY STABILIZED.

10. ALL CATCH BASINS SHALL BE INSPECTED UPON PERMANENT REMOVAL OF INLET PROTECTION. ANY SEDIMENT WILL BE REMOVED.

11. ANY AREA, INCLUDING STOCKPILES, EXPOSED FOR MORE THAN ONE MONTH AND LESS THAN TWELVE MONTHS WILL BE STABILIZED

WITH VEGETATIVE COVER.

12. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL - 2024, AS AMENDED, AND IN ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.

13. THE CONTRACTOR MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE EROSION CONTROLS UNTIL ALL DEVELOPMENT ACTIVITY

IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.

EROSION CONTROL LEGEND

CE

IP INLET PROTECTION

CONSTRUCTION

ENTRANCE

(50 L.F. MIN.)

GSF SEDIMENT FILTER FENCE

SOIL STOCKPILE AREASTK

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

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CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SEDIMENT &

EROSION

CONTROL

PLAN

C-1.04 1"=20'

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, GENERAL:

THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARY

AND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS

MAY BE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.

IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS

NOT TO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING

WATER, ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA

OF EARTH MATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE

PERMANENT AND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT

CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO

PREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE.

LAND GRADING:

THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR A

COMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCE

WITH THE FOLLOWING CRITERIA:

a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWO HORIZONTAL

TO ONE VERTICAL (2:1).

b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWO

HORIZONTAL TO ONE VERTICAL (2:1).

c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTAL

TO TWO VERTICAL (1:2).

d. PROVISIONS SHOULD BE INCLUDED TO CONVEY SURFACE WATER SAFELY TO STORM

DRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILL SLOPES.

e. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE INTO

ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.

f. PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE

PLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD AND OTHER

SEDIMENTS FROM LEAVING THE SITE.

TOPSOILING:

TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOIL

MEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, AND

MAINTENANCE OF VEGETATION.

UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITH

TOPSOIL.

REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.

APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.

MATERIAL:

1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICS

FAVORABLE TO THE GROWTH OF PLANTS.

2. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE.

3. TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF

STONES (OVER 1" IN DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR

CONSTRUCTION DEBRIS. IT SHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS

THISTLE, NUTGRASS, AND QUACKGRASS.

4. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHT

COLORED SUBSOIL MATERIAL.

5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS SUITABLE.

AVOID TIDAL MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY.

6. THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO AN

ACCEPTABLE LEVEL.

APPLICATION:

1. AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.

2. SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THE

DEPTH SHOWN ON THE PLANS.

TEMPORARY VEGETATIVE COVER:

TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS

THAT PRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND

AREAS WHERE THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12

MONTHS. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE

PERMANENTLY SEEDED BY SEPTEMBER 1.

SITE PREPARATION:

1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE (1) TON OF GROUND

DOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).

4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10

PER ACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF

10-10-10- (5 LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX

INCHES (6") HIGH. APPLY ONLY WHEN GRASS IS DRY.

5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4")

INCHES USING A DISK OR ANY SUITABLE EQUIPMENT.

6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON

CONTOUR IF SITE IS SLOPING.

ESTABLISHMENT:

1. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,

DRILLING, OR HYDRAULIC APPLICATION.

2. UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF

SOIL USING SUITABLE EQUIPMENT.

3. MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (REFER TO TEMPORARY OR

PERMANENT VEGETATIVE COVER REQUIREMENTS.) APPLY STRAW MULCH AND ANCHOR

TO SLOPES GREATER THAN 3% OR WHERE CONCENTRATED FLOW WILL OCCUR.

PERMANENT VEGETATIVE COVER:

PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE

PROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM

DAMAGE FROM SEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE

SITE. IT WILL BE APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE

FINAL GRADING HAS BEEN COMPLETED AND A PERMANENT COVER IS NEEDED.

SITE PREPARATION:

1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.

4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.

5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR:

· SPRING SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10

FERTILIZER PER ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8)

WEEKS LATER, APPLY ON THE SURFACE AN ADDITIONAL 300LBS. OF 10-10-10

FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE COVER

SHALL BE APPLIED.

· FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10

FERTILIZER PER ACRE (14 LBS. PER 1,000 SQ. FT.).

EROSION CHECKS:

GENERAL:

TEMPORARY PERVIOUS BARRIERS USING BALES OF STRAW, HELD IN PLACE WITH STAKES

DRIVEN THROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED

TO A FENCE POST AND BURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED

AS REQUIRED TO CHECK EROSION AND REDUCE SEDIMENTATION.

CONSTRUCTION:

BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (4") INCHES.

BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT

BARS DRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH

BALE SHALL BE ANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.

GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3')

HIGH FENCE AND BURIED A MINIMUM OF FOUR INCHES (4") TO THE SOIL. SEAMS BETWEEN

SECTIONS OF FILTER FABRIC SHALL OVERLAP MINIMUM OF TWO FEET (2').

INSTALLATION AND MAINTENANCE:

1. BALED STRAW EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.

2. BALED STRAW EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT

THE LOCATION INDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE

DEEMED APPROPRIATE DURING CONSTRUCTION.

3. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.

4. INSPECTION SHALL BE FREQUENT (AT MINIMUM BI-MONTHLY AND AFTER RAINFALL

EVENTS GREATER THAN ONE HALF INCH) AND REPAIR OR REPLACEMENT SHALL BE

MADE PROMPTLY AS NEEDED.

5. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS

SO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.

TEMPORARY STABILIZATION FOR

WINTER CONDITIONS:

ANY SIGNIFICANT AREAS OF EXPOSED SOIL WHICH HAVE BEEN DISTURBED AFTER

OCTOBER 15TH SHALL BE TEMPORARILY STABILIZED BY ONE OF THE FOLLOWING METHODS

UNTIL SUCH TIME THAT PERMANENT STABILIZATION MEASURES AND SEEDING CAN BE

APPLIED, TYPICALLY AFTER MAY 15TH.

1. INSTALLATION OF AN ANCHORED EROSION CONTROL BLANKET. EROSION CONTROL

BLANKETS SHOULD NOT BE INSTALLED ON SNOW OF GREATER THAN ONE INCH IN

DEPTH OR ON FROZEN GROUND.

2. APPLICATION OF STRAW MULCH AT A RATE OF FOUR (4) TONS PER ACRE.

3. APPLICATION OF WOOD CHIP MULCH AT A MINIMUM DEPTH OF THREE INCHES (3").

WOOD CHIP MULCH SHOULD NOT BE USED ON SLOPES GREATER THAN 2:1 (H:V). ALL

WOOD CHIP MULCH SHALL BE REMOVED PRIOR TO RESUMING SITE GRADING.

VEGETATIVE COVER SELECTION &

MULCHING:

TEMPORARY VEGETATIVE COVER:

PERENNIAL RYEGRASS 3 LBS./1,000 SQ.FT. (IOLUIUM PERENNE)

PERMANENT VEGETATIVE COVER:

1. TURFGRASS MIX OR EQUAL:

RECOMMENDED APPLICATION RATE: 1 POUND PER 1,750 SF

SEED MIX SPECIES: CREEPING RED FESCUE (Festuca rubra var. rubra (endophyte enchanced)) - 15%, PERENNIAL RYEGRASS (Lolium multiflorum) - 15%, KENTUCKY BLUEGRASS (Poa pratensis "KenBlue') - 35%, CHEWINGS FESCUE (Festuca rubra var.

commutate 'Tiffany') - 15%.

TEMPORARY MULCHING: STRAW AT 70-90 LBS./1,000 SQ.FT. (TEMPORARY

VEGETATIVE AREAS) WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.

2. WITHIN 100-FOOT REGULATED UPLAND AREAS FROM WETLANDS:

RECOMMENDED APPLICATION RATE: 1 POUND PER 1,250 SF

SEED MIX SPECIES: NEW ENGLAND EROSION CONTROL/RESTORATION MIX (FOR

MOIST SITES) OR 1 POUND PER 1,750 SF NEW ENGLAND CONSERVATION/WILDLIFE

MIX.

ESTABLISHMENT:

1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT

PRIOR TO SEEDING (EXCEPT WHEN HYDROSEEDING).

2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THE

SEEDING DATES (REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER

REQUIREMENTS).

3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING,

DRILLING, OR HYDRAULIC APPLICATION.

4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH

SUITABLE EQUIPMENT (EXCEPT WHEN HYDROSEEDING).

5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY

MULCHING SPECIFICATIONS. (REFER TO TEMPORARY OR PERMANENT VEGETATIVE

COVER REQUIREMENTS).

6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL

RATES WHEN HYDROSEEDING.

7. THE USE OF SOD IS AN ACCEPTABLE ALTERNATIVE WHERE THERE IS A HEAVY

CONCENTRATION OF WATER AND IN CRITICAL AREAS WHERE IT IS IMPORTANT TO GET

A QUICK VEGETATIVE COVER TO PREVENT EROSION.

MAINTENANCE:

1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.

2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF

10-10-10 FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED

ACCORDING TO ANNUAL SOIL TESTS.

3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3)YEARS OR AS

INDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS

PER 1,000 SQ. FT.).

SEDIMENT & EROSION CONTROL SPECIFICATIONS

SLOPE OR LESS2

STABILIZE ENTIRE PILE

WITH VEGETATION OR COVER

MIN. SLOPEMIN. SLOPE

OR COVERED.

INSTALLATION NOTES

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.

STRAWBALES OR SILTFENCE

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED

WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION

STOCKPILE PROTECTION (STK)

NOT TO SCALE

4. ALL STOCK PILES TO REMAIN IN PLACE FOR MORE THAN 30 CONSECUTIVE DAYS SHALL

BE TEMPORARILY SEEDED.

1" REBAR FOR BAG

REMOVAL FROM INLET

SILTSACK

CONDITIONS

FRAME FOR TRAFFIC

OPTIONAL METAL HANGING

DUMP STRAP

DUMP STRAP

EXPANSION RESTRAINT

(1/4" NYLON ROPE, 2"

FLAT WASHERS)

2 EACH DUMP

STRAPS

INLET PROTECTION (IP)

NOT TO SCALE

INSTALLATION DETAIL BAG DETAIL

EROSION CONTROL MAINTENANCE INTERVALS

EROSION CONTROL

MEASURE CONTROL OBJECTIVE INSPECTION/MAINTENANCE FAILURE INDICATORS REMOVAL

SILT FENCE (SF)

(RELATED: IP, STK)

- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF

SEDIMENT FROM SMALL DISTURBED AREAS.

- DECREASE VELOCITY OF SHEET FLOW.

- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE

WATER FLOW.

INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A

RAINFALL OF 0.5 INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS

DEPTH IS EQUAL TO ½ THE TRENCH HEIGHT. INSPECT FREQUENTLY DURING PUMPING

OPERATIONS IF USED FOR DEWATERING OPERATIONS.

- PHYSICAL DAMAGE OR DECOMPOSITION

- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE

- EVIDENCE OF SIGNIFICANT FLOWS EVADING

CAPTURE

- REPETITIVE FAILURE

SILT FENCE MAY BE REMOVED AFTER UPHILL AND

SENSITIVE AREAS HAVE BEEN PERMANENTLY

STABILIZED.

CONSTRUCTION

ENTRANCE (CE)

- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO

PAVED SURFACES.

INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC

ADDITION OF STONE, OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS

DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED

SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTION ENTRANCE SHALL BE

IMMEDIATELY REMOVED.

- SEDIMENT IN ROADWAY ADJACENT TO SITE

CONSTRUCTION ENTRANCE MAY BE REMOVED

ONCE THE SITE HAS BEEN PERMANENTLY

STABILIZED, AND ALL OTHER SECTIONS OF

ROADWAY HAVE BEEN PERMANENTLY PAVED.

CATCH BASIN INLET

PROTECTION (IP)

- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROM

ENTERING STORM DRAINAGE SYSTEM.

INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE

THAN 6" OF SEDIMENT, REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE

AND HAY BALES PER NOTED ABOVE.

- RIPPED BAG

- FAILED HAY BALES / SILT FENCE

- SIGNIFICANT SILT PRESENCE IN STORM

DRAINAGE SYSTEM OUTFLOW.

INLET PROTECTION MAY BE REMOVED ONCE THE

SITE HAS BEEN PERMANENTLY STABILIZED, AND

ALL SECTIONS OF ROADWAY HAVE BEEN

PERMANENTLY PAVED.

STOCKPILE

PROTECTION

(STK)

- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED,

AND REDUCE WATER-TRANSPORT.

INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES.

PERIODIC REINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE

NECESSARY.

- EVIDENCE OF STOCK PILE DIMINISHING

DUE TO RAIN EVENTS

- FAILURE OF SILT FENCE

STOCKPILE PROTECTION MAY BE REMOVED ONCE

THE STOCKPILE IS USED OR REMOVED.

DUST CONTROL

- TO PREVENT MOVEMENT OF DUST FROM EXPOSED

SOIL SURFACES, WHICH MAY CAUSE BOTH OFF-SITE

AND ON-SITE DAMAGE, BE A HEALTH HAZARD TO

HUMANS, WILDLIFE, AND PLANT LIFE, OR CREATE A

HAZARD BY REDUCING TRAFFIC VISIBILITY.

-USE MECHANICAL SWEEPING DAILY ON PAVED AREAS WHERE DUST AND FINE MATERIALS

ACCUMULATE, IF HEAVILY TRAFFICKED AND SEDIMENT ACCUMULATES QUICKLY. MOISTEN

UNPAVED TRAVELWAYS TO CONTROL DUST WHEN EVIDENCE OF AIRBORNE DUST.

-AIRBORNE DUST

-REPEAT APPLICATION OF DUST CONTROL

MEASURES UNTIL ALL AREAS ARE PERMANENTLY

STABILIZED, VEGETATED, AND PAVED, OR AS

LONG AS THERE IS AIRBORNE DUST.

' M

IN

Ed ge

R oa dw ay

50' MIN.

NOTE: STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND

MAINTAINED DURING OPERATIONS WHICH PROMOTE VEHICULAR TRACKING OF MUD

DOT #3 OR ASTM C-33 STONE

12" MIN. THICKNESS

CONSTRUCTION ENTRANCE PAD (CE) &

TEMPORARY DUMPSTER PAD

NOT TO SCALE

TYPICAL FENCE POST

OR APPROVED EQUAL

AMOCO PROPEX SILT STOP

SEDIMENT CONTROL FABRIC

MIN. 6" INTO SOIL

EXISTING GRADE

BURY END OF FILTER FABRIC

M

IN

FLOW

GEOTEXTILE SILT FENCE (SF)

NOT TO SCALE

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

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SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SITE DETAILS

C-1.05

AS NOTED

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, NOTES:

1. YARD DRAIN FRAMES & GRATES SHALL BE PATTERN

#R-3404 AS MANUFACTURED BY THE "NEENAH FOUNDRY

COMPANY" OF NEENAH, WISCONSIN, OR APPROVED EQUAL.

NOTES:

1. 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.

YARD DRAIN "B"

NOT TO SCALE

YARD DRAIN FRAME & GRATE

NOT TO SCALE

IN SANDY

SOIL APPLY

DAMP-

PROOFING

ON 4 WALLS.

SET FRAME AND GRATE IN

BED OF MORTAR AND SEAL

JOINT BY MOUNDING

MORTAR OVER THE FLANGE.

CLASS "A" CONCRETE

OR PRECAST UNIT

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".

NORMAL FINISHED GRADE

SECTION B-BSECTION A-A

SECTION C-C

PLAN

36"8" 4' 4"

48"8"

6" V A R

IE

S

5' 4"

M

IN

IM

U

M

3" MIN.

20 1/8"

22 7/8"

30 5/8"

1/

8"2"

21 1/2"

15/16"

1/

2"

30 5/8"

/8

"CCAA

B

B

5' 4"

4'

GRANITE CURB

NOT TO SCALE

6"

6" M

IN

LAWN OR

PLANTED BED

6"

7"

1" R

BITUMINOUS PAVEMENT

OR PERMEABLE UNIT

PAVER, SEE PLANS

6"

MIN.

COMPACTED SUBBASE

CONNDOT M.02.02

SEE CONCRETE NOTES

NOTE: DETAIL APPLIES WHERE CURB ABUTS LAWN OR PLANTED BED

C O

N C R

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PA

V

EM

EN

T

WELDED WIRE FABRIC

FINISHED GRADE

1/4"W x 1"D GROOVE, TROWEL EACH SIDE

OF JOINT WITH A 3/8" RADIUS TOOL

SCORE JOINT

NOT TO SCALE

HMA S0.375 BITUMINOUS

CONCRETE WEARING COURSE

MEETING CONNDOT FORM 818

MATERIAL M.04

HMA S0.5 BITUMINOUS CONCRETE

BINDER COURSE MEETING CONNDOT

FROM 818 MATERIAL M.04

COMPACTED BASE OF

BANK RUN GRAVEL

COMPACTED SUBGRADE

PROCESSED AGGREGATE BASE

COURSE ,EETING CONNDOT FORM

818 MATERIAL M5.01

STANDARD DUTY BITUMINOUS CONCRETE

NOT TO SCALE

8" 6"

2"

1 1/2"

CONCRETE SIDEWALK

NOT TO SCALE

NOTES:

1. USE 5" CONCRETE OVER 8" PROCESSED AGGREGATE FOR SIDEWALKS ALONG CITY STREETS.

2. EXP. JOINTS 20' O.C. MAX CONSTRUCTION JOINTS 5' O.C. TYPICAL (SEE JOINT DETAILS)

5" 8"

STIFF BROOM FINISH

PERPENDICULAR TO

DIRECTION OF TRAVEL

CLASS F CONCRETE, 4000 PSI

AND 5%-7% AIR ENTRAINED

WITH 4x4 WWF 6X6-W1.4XW1.4

PROCESSED AGGREGATE BASE

COURSE MEETING CONNDOT FORM

818 MATERIAL M5.01

COMPACTED SUBGRADE

1/

2' M

IN

CONCRETE EXPANSION JOINT

NOT TO SCALE

DIAMOND SHAPED LOAD PLATE

FINISHED GRADE

3/4" WIDTH FIBER BOARD & POLYETHYLENE

JOINT FILLER. JOINT FILLER SHALL BE 1" DEPTH

C O

N C R

ET

E

PA

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IL

CONCRETE PAVEMENT SECTION - SEE DETAIL

NOTE:

1. PROVIDE PERFORMED EXPANSION JOINT AT ALL

CONSTRUCTION JOINT, SAWCUT AND OTHER LOCATIONS

WHERE CONCRETE ABUTTS EXISTING CONCRETE.

SPECIAL FOUNDATION IF ORDERED

BY ENGINEER

6" MIN.

BOTTOM OF

TRENCH

1/2 PIPE

DIA.

6" (ROCK EXCAVATION

PAYMENT LINE)

BANK RUN GRAVEL

TEMPORARY SUPPORT SYSTEM (AS

REQUIRED): SHEETING, IF USED,

SHALL BE LEFT PLACE BELOW THE

LINE OF NARROW TRENCH LIMIT,

EXCEPT WHERE OTHERWISE

INDICATED OR DIRECTED.

EDGE OF TRENCH

FINISHED GRADE

TRENCH WIDTH

PIPE DIA. +24"

SUITABLE

BACKFILL

MATERIAL

UTILITY

DETECTION TAPE

12" MIN.

DIA.

FILTER FABRIC UNDER PAVED

AREAS

COMPACTED CRUSHED STONE,

AGAINST UNDISTURBED MATERIAL

OR SHEETING

TYPICAL TRENCH SECTION

STORM DRAIN AND CULVERTS

NOT TO SCALE

0.45" MIN. TO

0.9" MAX.

DOME SPACINGDOME SECTION

NOTES:

THE DETECTABLE WARNING STRIP SHALL BE A PREFABRICATED

DETECTABLE WARNING SURFACE TILE THAT IS CAST IN PLACE AND

REPLACEABLE SUCH AS MANUFACTURED FROM ALERTTILE DETECTABLE

WARNING SYSTEMS, ADA SOLUTIONS, OR APPROVED EQUAL. THE TILE

SHALL HAVE A BRICK RED HOMOGENEOUS COLOR IN COMPLIANCE WITH

FEDERAL STANDARD 595A COLOR #2144 OR APPROVED EQUAL

0.9" MIN. TO

1.4" MAX.

MIN.

0.65"

1.6" MIN. TO

2.4" MAX.

0.2"

48"

DETECTABLE WARNING STRIP

GENERAL NOTES

1. BOUNDARY AND TOPOGRAPHIC INFORMATION HAVE BEEN TAKEN FROM SURVEY ENTITLED "TOPOGRAPHIC SURVEY", PREPARED BY ROBERT L. HOCK LICENSED LAND SURVEYOR LLC, PREPARED FOR KENT LIBRARY ASSOCIATION INC, DATED MARCH 18, 2022, SCALED 1"=10'.

2. NORTH ARROW AND BEARINGS ARE BASED UPON N.Y., N.H., AND H.R.R MONUMENTAL AZIMUTH.

3. ELEVATIONS, CONTOUR AND BENCHMARKS ARE BASED UPON NGVD 29.

4. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.

5. SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH

HAVE BEEN SUPPLIED BY OTHERS.

6. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION, SANITARY SEWER AND PUBLIC WATER ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY

COMPANIES.

7. ALL STORM PIPING SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) UNLESS OTHERWISE NOTED.

8. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.

9. ALL GRAVITY SANITARY SEWER PIPE SHALL BE SDR35 UNLESS OTHERWISE NOTED.

10. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS USED ON SITE SHOULD BE STORED IN A SECONDARY

CONTAINER AND REMOVED TO A LOCKED INDOOR AREA DURING NON-WORK HOURS.

11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY UTILITIES INCLUDING IRRIGATION PIPES PRIOR TO THE

START OF CONSTRUCTION.

12. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL - 2024, AS AMENDED, AND IN ALL

CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.

14. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL AND BE SEEDED WITH SPECIFIED SEED MIX, AS

SHOWN ON THE PLANS.

15. IN ALL CASES, TOPSOIL AND OTHER CONSTRUCTION MATERIALS SHALL BE DRAWN FROM THE ON-SITE STOCKPILES OF EXISTING MATERIAL. ONLY WHEN ON-SITE STOCKPILES HAVE BEEN USED SHALL MATERIAL BE IMPORTED TO THE

SITE.

16. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF KENT REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS.

17. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTION OF WORK.

THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES

NOT CONFORM TO LOCAL CODE.

18. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND PERMITEE.

19. THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE EROSION CONTROLS UNTIL ALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.

20. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT PERMIT FROM THE CONNECTICUT DEPARTMENT

OF TRANSPORTATION FOR WORK WITHIN THE STATE OF CONNECTICUT ROADWAY RIGHT-OF-WAY.

4000 PSI CONCRETE WITH 5%-7% AIR

ENTRAINMENT AND 6x6 W5.4xW5.4 W.W.F.

HAUNCH SHALL BE CONTINUOUS ALONG

ENTIRE EDGE

2" 8"

8"

STIFF BROOM FINISH

COMPACTED GRANULAR FILL

COMPACTED SUB GRADE

CONCRETE UTILITY PAD

NOT TO SCALE

NOTES:

1. EXPANSION JOINTS EVERY 20LF MAXIMUM OR EVERY 144SF UNLESS OTHERWISE INDICATED

ON PLANS (SEE JOINT DETAILS)

2. SCORE JOINTS 5' ON CENTER UNLESS OTHERWISE INDICATED ON PLANS.

HINGED GRATE

COVER FOR

EASY ACCESS

NOTES:

1. ALL AREA DRAIN GRATES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED

ON PLANS.

1.1. 15" CAST IRON GRATE DRAIN AREA = 92.5SQ. INCH GRATE HAS H-20

(HEAVY TRAFFIC) DOT RATING .

1.2. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B.

1.3. CASTINGS ARE FURNISHED WITH A BLACK PAINT.

1.4. INLINE DRAIN TO BE NYLOPLAST INC OR APPROVED EQUAL.

TEE.

INLINE DRAIN

HDPE.

INLINE DRAIN

/4

15 1/2"

5"

YARD DRAIN "A"

NOT TO SCALE

1/

4"

REMOVABLE CAP FLUSH WITH

GRADE

FINISHED GRADE

WYE

CONNECTION

6" PVC

PIPE AS SPECIFIED

ON PLANS

2' M

IN

IM

U M

C O

V

ER

O V

ER

P

IP

E

FLOW

FLOW

NOTE:

CLEANOUT TO BE INSTALLED OVER ROOF LEADER WYE CONNECTIONS AND BENDS

ROOF LEADER CLEANOUT

NOT TO SCALE

NOTES:

1. PREPARE, PRIME AND PAINT WITH SAFETY YELLOW EPOXY POLYURETHANE

PAINTING SYSTEM.

STEEL PIPE BOLLARD 6"DIA.

NOT TO SCALE

12" DIA.

6"

6" 3'

" 3'

3'

A B O

V E

FI

N

IS

H

G R A D

E

GRAVEL BASE

CAST-IN-PLACE CLASS A

CONCRETE FOOTING

IN PAVED AREAS HOLD

TOP OF FOOTING 6"

BELOW FINISHED GRADE

FINISH GRADE AT PLANTED AREAS

1/2" R

1/4" PER FT WASH (TYPICAL)

FINISH GRADE AT PAVEMENTS

6"DIA. GALVANIZED STEEL PIPE

ASTM A53 (STD. WEIGHT) WITH

FILL CONCRETE

CONCRETE DOME

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SITE DETAILS

C-1.06

AS NOTED

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, CRUSHED STONE SURFACE

NOT TO SCALE

COMPACTED SUBGRADE

GEOTEXTILE FABRIC

WIDTH AS SHOWN ON PLANS

1"

4'

1/2" CRUSHED STONE

CONNDOT M.01.01

FINISHED GRADE

NOTES:

1. CONTRACTOR SHALL PLACE AND FINE GRADE PROCESSED AGGREGATE PRIOR TO PLACING

SAND BED. CONTRACTOR SHALL THEN SCREED SAND BED AFTER PLACEMENT AND PRIOR TO

SETTING PAVERS. IMPROPER PAVER SECTION WILL WARRANT REPLACEMENT AT THE EXPENSE

OF THE CONTRACTOR.

2. CONTRACTOR SHALL PROVIDE A 10'X10' SAMPLE OF THIS SECTION FOR APPROVAL BY

LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION ASSOCIATED WITH THIS PROJECT.

ANY PAVERS INSTALLED PRIOR TO APPROVAL OF THE SAMPLE PANEL BY THE LANDSCAPE

ARCHITECT SHALL BE REPLACED AS REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT NO

ADDITIONAL COST TO THE PROJECT.

3. CONTRACTOR SHALL PROVIDE METAL EDGE RESTRAINT OR APPROVED EQUAL.

CONCRETE PAVER - DRIVEWAY

NOT TO SCALE

3'WIDTH VARIES

SEE LAYOUT PLAN

4' 1'

PER MANUFACTURER

SAND SETTING BED

PROCESSED AGGREGATE BASE

COURSE MEETING CONNDOT FORM

818 MATERIAL M5.01

COMPACTED GRAVEL BASE

COMPACTED SUBGRADE

FINISHED GRADE

6"

COMPACTED

SUBGRADE

NOTE:

1. CONTRACTOR SHALL PROVIDE PRODUCT STONE AND EDGE SAMPLE FOR

APPROVAL BY LANDSCAPE ARCHITECT.

4'

BUILDING FACADE

RIVER STONE MULCH AT BULDING FACADE

NOT TO SCALE

2"-3" RIVER STONE MULCH

LAWN

STEEL EDGING - MANUFACTURED

BY SURE-LOC EDGING

CORPORATION OR APPROVED

EQUAL. (PH. 1-800-787-3562)

TYPAR #3401

NON-WOVEN FABRIC

1/ 2"

GRAVEL BEDDING

GATE VALVE

NEW PIPE

SECTION

CONCRETE BRICKS

FINISHED GRADE

C.I. VALVE BOX AND COVER

COVER 2 NOTCH OPENINGS

REQUIRED

GATE VALVE & CURB BOX

NOT TO SCALE

NOTE: 1. VALVES OPEN LEFT.

2. REFER TO FM GLOBAL DATA SHEET 3-10 FOR

POST INDICATOR REQUIREMENTS.

PRECAST CONCRETE SANITARY MANHOLE

NOT TO SCALE

6' DIA.

8"

6" MINIMUM STONE

FOUNDATION

4" MIN.

CONCRETE OR BRICK

AND MORTAR INVERT

36" MINIMUM

INLET PIPE

VARIES

36" MINIMUM

ECCENTRIC

MANHOLE CONE

NOMINAL PIPE

LENGTH PERMITTED

OUTLET PIPE

DIA. AS SHOWN ON

PLANS

9"

2 1/4"

12"

48" DIA.

7"

5"

24" DIA. 1" GROUT

MANHOLE FRAME

AND COVER TYPE

AS REQUIRED

ADJUST TO GRADE WITH

MINIMUM OF 2 COURSES,

MAXIMUM 7 COURSES OF

BRICK OR PRECAST RINGS

PRECAST REINFORCED

CONCRETE MANHOLE CONE

SECTION

ALL JOINTS SHALL HAVE

RUBBER GASKETS IN

ACCORDANCE WITH ASTM

SPEC. C-361

BRICK AND NON-SHRINK

MORTAR CONNECTION, PARGE

EXTERIOR; OR APPROVED

FLEXIBLE CONNECTION

24" STUB

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SITE DETAILS

C-1.07

AS NOTED

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5, SANITARY SEWER TRENCH

NOT TO SCALE

DIA.

SPECIAL FOUNDATION IF

ORDERED BY ENGINEER

TEMPORARY SUPPORT SYSTEM (AS

REQUIRED)

BOTTOM OF TRENCH

BANK RUN GRAVEL

FINISH GRADE FOR ROAD AREA

SEE BITUMINOUS CONCRETE

PAVEMENT DETAIL

GREEN METALLIC

SEWER TAPE

TRENCH WIDTH

PIPE DIA. + 2'

6"

(ROCK EXCAVATION

PAYMENT LINE)

6" MIN.

1/2

PIPE DIA.

12" MIN.

Contract Date

Drawn by

Checked by

No. Description Date

Revisions & Notes

Code

Structural

MEP

Scale

Salamone & Associates, P.C.

116 North Plains Industrial Road Wallingford, CT 06492 P: 203 281 6895 F: 203 287 8728 W: salamoneassoc.com

Morrissey Engineering, LLC 58 Essex Street Deep River, CT 06417 P: 860 532 0312 W: morrisseyengineers.com

Sparc Fire Protection Engineering P: 203 391 6633, 212 392 5868 W: sparcfp.com

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G Issue Date

CIVIL

SLR International Corporation 99 Realty Drive Cheshire, CT 06037 P: 203 271 1773 W: slrconsulting.com

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SITE DETAILS

C-1.08

AS NOTED

TDR

DSR

October 20, 2025

September 25, 2024

Se pt em be r 2 5,