EARTH

INSULATION - RIGID

CONCRETE

CONCRETE BLOCK

BRICK

SAND

WOOD - ROUGH

WOOD - FINISH

PLYWOOD

METAL

PARTICLE BOARD

INSULATION - BATT

GYPSUM

GRAVEL

STONE

MATERIALS_________

A

BUILDING SECTION

LOCATION ON SHEET

SHEET NUMBER

DOOR TAG101

LEVEL

A101

SIM

A4.1

G1

A7.1

B1

A101

SIM

A101

SIM WALL SECTION

LOCATION ON SHEET

SHEET NUMBER

DETAIL

LOCATION ON SHEET

SHEET NUMBER

WINDOW TAG

EXTERIOR ELEVATION

LOCATION ON SHEET

SHEET NUMBER

INTERIOR ELEVATION

LOCATION ON SHEET

SHEET NUMBER

SPOT ELEVATION

NORTH ARROW

109 EXISTING CONTOUR

109 NEW CONTOUR

1 REVISION

DETAIL

LOCATION ON SHEET

SHEET NUMBERA101

SIM

SYMBOLS_________________

ABBREVIATIONS

@ At & And " Inch, Inches ' Foot, Feet # Number or Pound

ABV Above AC Air Conditioning ACOUST Acoustic, Acoustical ACPL Acoustical Plaster ADA Americans with Disabilities Act ADD Addendum ADP Alan D. Paradis, RA AFF Above Finished Floor AHJ Authorities Having Juistiction AIA American Institute of Architects AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction ALUM Aluminum ANN Annunciator ANOD Anodized AP Access Panel APPROX Approximately ARCH Architect, Architectural ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASPH Asphalt ASTM American Society for Testing and Materials AT Acoustical Tile AT CLNG Acoustical Ceiling, Acoustical Tile Ceiling AUTO Automatic AVG Average

BAS Building Alarm System BD Board BEL Below BIT Bituminous BO Bottom Of BOT Bottom BRZ Bronze BRS Brass BSMT Basement BTU British Thermal Units BTUH British Thermal Units per Hour BTWN Between

C TO C Center to Center CAB Cabinet CAD Computer-Aided Drafting CB Catch Basin CBLK Concrete Block CCTV Closed Circuit Television CCW Counter Clockwise CEM Cement CFM Cubic Feet per Minute CFL Compact Fluorescent CFS Cubic Feet per Second CFT Cubic Foot CHJ Caleb H. Jacobsen CIRC Circumference CJ Control Joint CL Centerline CLEAR Clear Poly-Urethane Finish - Gloss CLL Contract Limit Line CLOS Closet CLNG Ceiling CMU Concrete Masonry Unit COAX Coaxial COL Column CONC Concrete CONST Construction CONT Continuous CONTR Contractor COP Copper CORR Corridor CPT Carpet CS Countersink, Countersunk CT Connecticut CU Cubic CUH Cabinet Unit Heater CW Clockwise CYD Cubic Yard CYL Cylinder

D Drain DB Dark Bronze DC Direct Current DEG Degree DEMO Demolish, Demolition DEPT Department DF Drinking Fountain DH Double Hung DIA Diameter DIAG Diagonal DIFF Diffuser, Diffused DIM Dimension DISL Disposal DISP Dispenser DIV Division DL Dead Load DN Down DP Dampproofing DPR Damper DR Door DS Downspout DSP Dry Standpipe DT Drain Tile DW Dishwasher DWG Drawing DWR Drawer

E East EA Each EIFS Exterior Insulation and Finish System EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator, Elevation ELP Emergency Lighting Panel EMER Emergency ENTR Entrance EP Electrical Panel EPDM Ethylene Propylene Diene Monomer EQ Equal EQUIP Equipment EWH Electrical Water Heater EXC Excavate EXG Existing EXH Exhaust EXIST Existing EXP Expansion, Exposed EXT Exterior

F Fahrenheit FA Fire Alarm FAB Fabricate FACP Fire Alarm Control Panel FAG Fire Alarm Gong FAR Floor Area Ratio FBD Fiberboard FC Foot Candle FCAB Filing Cabinet FD Floor Drain FDC Fire Department Connection FDN Foundation FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF&E Fixtures, Furnishings, & Equipment FFE Finished Floor Elevation FGL Fiberglass FHC Fire Hose Cabinet FHR Fire Hose Rack FHS Fire Hose Station FIN Finish FIX Fixture FL Floor FLEX Flexible FM Fire Main FOC Face of Concrete FOF Face of Finish FOS Face of Stud FP Fireproof FPL Fireplace FR Fire Retardent FRGL Fire Rated Glazing FRAME Exposed Framing FT Foot, Feet FTG Footing FURN Furnish, Furniture FVC Fire Calve Cabinet

G Gas GA Gauge GALV Galvanized GC General Contractor GEN General GFI Ground Fault Interuppted GFRC Glass Fiber Reinforced Concrete GL Glass/Glazing GRAN Granite GYP Gypsum GWB Gypsum Wallboard

HB Hose Bibb HC Handicapped HDWR Hardware HDWD Hardwood HL Hydrant Ling HM Hollow Metal HORIZ Horizontal HPW High Pressure Sodium HR Hour Rating HT Height HTR Heater HV High Voltage HVAC Heating, Ventilating, & Air Conditioning HW Hot Water

ID Inside Diameter IN Inch INCAND Incandescent INFO Information INSUL Insulation INT Interior IW Indirect Waste

JAN Janitor JBOX Junction Box JC Janitor's Closet JT Joint

KP Kickplate KW Kilowatt KWH Kilowatt Hour

LA Landscape Architect LAD Ladder LAM Laminate, Laminated LAV Lavatory LB Pound (weight) LCD Liquid Crystal Diode LH Left Hand LIN Linoleum LJW Leonard J. Wyeth, AIA LL Live Load LTG Lighting LWC Light Weight Concrete

MACH Machine MAINT Maintenance MAS Masonry MATL Material MAX Maximum ME Mechanical Engineer MED CAB Medicine Cabinet MEP Mechanical, Electrical, Plumbng MH Manhole MIN Minimum MIR Mirror MISC Miscellaneous MO Masonry Opening MR GWB Moisture Resistant Gypsum Wallboard MTL Metal MTLC Metal Clad

N North NAT Natural NEC Natural Electric Code NFWH Non-Freeze Water Hydrant NAT FIN Natural Finish NI Nickel NIC Not in Contract NO Number NOM Nominal NR Noise Reduction NTS Not to Scale

OC On Center OD Outside Diameter OFF Office OH Overhead OHDR Overhead Door OPP Opposite OVFL Overflow OW Open Waste

PARTN Partition PBD Particle Board PL Property Line PLAM Plastic Laminate PLAS Plaster PLYWD Plywood PNL Panel PNT Paint, Painted PREFAB Prefabricated PSF Pounds per Square Foor PSI Pounds per Square Inch PTD Paper Towel Dispenser PTD/R Combination Paper Towel Dispenser/Receptacle PTR Paper Towel Receptacle

QTY Quantity QT Quarry Tile

R Riser, Radius RB Rubber Base RCP Reflected Ceiling Plan RD Roof Drain REBAR Reinforcing Bar REF Refrigerator REM Remove REQD Required REV Reverse RF Roof RH Right Hand RM Room RO Rough Opening ROW Right of Way RUB Rubber RT Runner Tile RWC Rain Water Conductor RWL Rain Water Leader

S South S&M Surfaced & Matched S&S Stained & Sealed S&V Stain & Varnish SAN Sanitary SC Solid Core SCD Seat Cover Dispenser SCHED Schedule SCR Screen SCW Solid Core Wood SD Soap Dispenser SDH Sara D. Holmes, AIA SE Structural Engineer SF Square Foot SFGL Safety Glass SIM Similar SND Sanitary Napkin Dispenser SPEC Specification SPK Speaker SPP Skim Coat Plaster Panted SS Solid Surface SSTL Stainless Steel ST Stone STL Steel STN Stain(ed) STO Storage STRUC Structure, Structural STW Storm Water SUSP Suspended SWBD Switchboard SY Square Yard SYM Symmetrical

T Tread, Thermostat T&B Top and Bottom T&G Tongue and Groove TBD To Be Determined by Architect TD Trench Drain TEL Telphone TER Terazzo TGL Tempered Glass TH Thermostat TO Top Of TOS Top of Steel TOSL Top of Slab TOW Top of Wall TPD Toilet Paper Dispenser TPTN Toilet Partition TR Tread TRAV Travertine TV Television TYP Typical

UL Underwriters' Laboratories UNO Unless Noted Otherwise USGBC United States Green Building Council

VAR Varnish VB Vapor Barrier VCT Vinyl Compsition Tile VIF Verify in Field VNR Veneer VP Vapor Proof VR Vapor Retarder VRM Vermiculite VS Victoria Su, AIA VCT Vinyl Composition Tile

W West W/ With W/O Without WA Wyeth Architects, LLC WB Wood Base WC Water Closet WD Wood WGL Wired Glass WIN Window WOM Walk-Off Mat WP Waterproof, Weatherproof WPT Working Point WR Water Resistant WS Weatherstripping, Water Stop WDVR Wood Veneer

X GWB Fire-X 5/8" GWB - 2 Layers

1. Perform construction work per Division 1 requirements.

2. Do not scale the drawings. Use dimensions, alignments and notes on the drawing to Locate all elements of construction. Verify that all layouts and alignments fit before beginning construction. Where alignments are required, alignments take precedent over dimensions.r

3. Report any errors, inaccuracies, misalignments, conflicts or missing dimensions to the architect before beginning the work. All communications are to be documented.

4. All work is to comply with applicable State and local codes.

5. Strictly adhere to manufacturer’s written installation and handling instructions and recommendations.

6. Review the intended fire and health-safety code compliance requirements with the architects before beginning work. Plan for fire-resistance ratings to fully encompass the rated spaces. This includes floors and ceilings.

7. Coordinate blocking for all listed and/or drawn items. This includes coordination with furniture and equipment supplied by the Owner.

8. Confirm all Contract Limit Lines in the field. Coordinate with the Owner and the architect: site access, parking, protection, staging and landscape elements to remain.

9. Provide all necessary barriers to protect the site and construction from unauthorized visitors.

10. Verify the locations of existing construction, utilities, site improvements and landscaping elements to remain. Notify the architect of any potential conflicts before beginning work.

11. Coordinate with the Owner and the Town the disposal of unwanted materials. Dispose of all waste materials offsite in a legal manner.

12. Dimensions in the Contract Documents are to rough frame unless noted otherwise.

13. All existing work affected by new construction is to be patched, repaired, cleaned and finished as required to match the quality standards of the new work.

14. Electronic media make it easy to create smaller or larger copies of the graphic Construction Documents. This renders written scales unreliable. The Drawing format is 24” x 36”. Scale references are set to that format only. The GC is responsible to coordinate proper document reproduction scales.

DEFINITIONS - See Division 1 of the Project Manual for more detail:

Furnish Supply and deliver to the Project site, ready for unpacking, assembly, installation and similar operations.

Install Operations at the Project site including the unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

Provide Furnish and install.

Or approved equal Means: approved by the Architect.

GENERAL NOTES_____________________________________________________________________

Contract Date

Drawn by

Checked by

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

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

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

/2 /2

:0

:4

A M

As indicated

T1

TITLE SHEET

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h

M a in S tr e e t, K e n t, C T

10/15/25

DRAWING LIST________________________________________________________________________________

Sheet Number Sheet Name

General

T1 TITLE SHEET

T2 LIFE SAFETY

Civil

C1.01 EXISTING CONDITIONS

C1.02 SITE LAYOUT

C1.03 GRADING & UTILITIES

C1.04 SEDIMENTATION & EROSION CONTROLS

C1.05 SITE DETAILS

C1.06 SITE DETAILS

C1.07 SITE DETAILS

C1.08 SITE DETAILS

Architectural Site

AS0.1 SITE PLAN

AS1.0 SITE DETAILS

Architectural

D1.1 FIRST FLOOR AND SITE DEMOLITION PLAN

D1.2 SECOND FLOOR AND ROOF DEMOLITION

D3.1 DEMOLITION ELEVATIONS

Architectural

A1.0 BASEMENT AND FOUNDATION PLAN

A1.1 FIRST FLOOR PLAN OVERALL

A1.1A FIRST FLOOR PLAN - NORTH

A1.1B FIRST FLOOR PLAN - SOUTH

A1.2 SECOND FLOOR PLAN COMMUNITY ROOM

A1.3 ROOF PLAN

A2.1A REFLECTED CEILING PLAN - NORTH

A2.1B REFLECTED CEILING PLAN - SOUTH

A2.2 FIREHOUSE SECOND FLOOR RCP

A3.1 EXTERIOR ELEVATIONS

A3.2 EXTERIOR ELEVATIONS

A3.3 ORIGINAL HISTORIC LIBRARY ELEVATIONS

A3.4 LIBRARY ADDITIONS ELEVATIONS

A3.5 CONNECTOR ELEVATIONS

A3.6 FIREHOUSE ELEVATIONS SOUTH & WEST

A3.7 FIREHOUSE ELEVATIONS NORTH & EAST

A4.1 LIBRARY BUILDING SECTIONS

A4.2 LIBRARY BUILDING SECTIONS

A4.3 CONNECTOR BUILDING SECTIONS

A4.4 FIREHOUSE AND TOWER BUILDING SECTIONS

A5.1 WALL SECTIONS - 1994 & 1958 ADDITIONS

A5.2 WALL SECTIONS - FIREHOUSE

A5.3 WALL SECTIONS - CONNECTOR

A5.4 SECTION DETAILS - CONNECTOR

A5.5 PLAN DETAILS - CONNECTOR

A5.6 MECHANICAL SHAFT

A5.7 ROOF DETAILS - EXG LIBRARY AND GENERAL

A5.8 ROOF DETAILS - CONNECTOR

A5.9 EXTERIOR DETAILS

KENT MEMORIAL LIBRARY

Kent, Connecticut

Sheet Number Sheet Name

A6.1 ENLARGED BATHROOM PLANS

A6.1 ALT3 CERAMIC TILE

A6.2 ENLARGED BATHROOM PLANS

A6.2 ALT3 CERAMIC TILE

A6.3 ELEVATOR

A6.4 FIRE ESCAPE DETAILS

A7.1 INTERIOR ELEVATIONS - READING ROOM

A7.2 INTERIOR ELEVATIONS LOBBY & VESTIBULE

A7.3 INTERIOR ELEVATIONS CIRCULATION

A7.4 INTERIOR ELEVATIONS COMMONS & MEETING

ROOMS

A7.5 INTERIOR ELEVATIONS OFFICE AREAS

A7.6 INTERIOR ELEVATIONS CHILDRENS ROOMS

A7.7 INTERIOR ELEVATIONS FIREHOUSE LOWER

LEVEL

A7.8 INTERIOR ELEVATIONS FIREHOUSE

COMMUNITY ROOM

A8.1 INTERIOR DETAILS

A8.2 LOBBY STAIR

A8.3 LOBBY STAIR

A8.4 COMMUNITY ROOM DETAILS

A9.1 MILLWORK - CIRCULATION DESK

A9.2 MILLWORK DETAILS

A10.1 ROOM FINISH SCHEDULE

A10.2 DOOR SCHEDULE & TYPES

A10.3 WINDOW SCHEDULES

A10.5 ALUMINUM WINDOWS & WINDOW WALL

A10.7 WALL TYPES & SCHEDULE

A11.1A FIRST FLOOR DIMENSION PLAN - NORTH

A11.1B FIRST FLOOR DIMENSION PLAN - SOUTH

A11.2 SECOND FLOOR DIMENSION PLAN

Structural

S1.0 GENERAL NOTES

S1.1 FOUNDATION AND FIRST FLOOR PLAN

S1.2 SECOND FLOOR FRAMING PLAN

S1.3 ROOF FRAMING PLAN

S2.1 TYPICAL DETAILS

S2.2 TYPICAL DETAILS

S3.1 SECTIONS

S3.2 SECTIONS

S3.3 SECTIONS

S3.4 SECTIONS

Sheet Number Sheet Name

Mechanical

M0.1 FIRST FLOOR MECHANICAL DEMOLITION

PLANS

M0.2 BASEMENT AND SECOND FLOOR MECHANICAL

DEMOLITION PLANS

M1.1 FIRST FLOOR MECHANICAL PLAN

M1.2 BASEMENT AND SECOND FLOOR MECHANICAL

PLANS

M2.1 MECHANICAL DETAILS AND DIAGRAMS

M3.1 MECHANICAL SCHEDULES, NOTES, SYMBOLS

AND ABBREVIATIONS

Electrical

E0.1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E0.2 BASEMENT / SECOND FLOOR / ATTIC SPACE

ELECTRICAL DEMOLITION PLAN

E1.1 FIRST FLOOR ELECTRICAL PLAN

E1.2 BASEMENT AND SECOND FLOOR ELECTRICAL

PLAN

E2.1 FIRST FLOOR LIGHTING PLAN

E2.2 BASEMENT AND SECOND FLOOR LIGHTING

PLANS

E3.1 FIRST FLOOR FIRE ALARM PLAN

E3.2 BASEMENT AND SECOND FLOOR FIRE ALARM

PLANS

E4.1 ELECTRICAL PANELBOARD SCHEDULES

E5.1 ELECTRICAL RISER DIAGRAMS

E6.1 ELECTRICAL DETAILS

E7.1 ELECTRICAL SCHEDULES, SYMBOLS, NOTES,

AND ABBREVIATIONS

SE1.1 ELECTRICAL SITE PLAN

Plumbing

P0.1 FIRST FLOOR PLUMBING DEMOLITION PLANS

P0.2 BASEMENT AND SECOND FLOOR PLUMBING

DEMOLITION PLANS

P1.1 FIRST FLOOR PLUMBING DOMESTIC WATER

PLAN

P1.2 BASEMENT AND SECOND FLOOR PLUMBING

AND DOMESTIC WATER PLANS

P2.1 FIRST FLOOR PLUMBING SANITARY AND VENT

PLAN

P2.2 BASEMENT AND SECOND FLOOR PLUMBING

SANINTARY AND VENT PLANS

P3.1 PLUMBING SCHEDULES, SYMBOLS, NOTES,

AND ABBREVIATIONS

Fire Protection

FP1.1 FIRST FLOOR FIRE PROTECTION PLAN

FP1.2 BASEMENT AND SECOND FLOOR FIRE

PROTECTION PLAN

FP2.1 FIRE PROTECTION NOTES AND DETAILS

No. Description Date

UP

UP

DN

DN

UP

UP

DN

DN

UP

497 SF

READING ROOM

50B 36"

36"

36"

36"

36"

36"

36"

NON-EGRESS

149 SF

CHILDREN'S DOUBLE OFFICE

150B

182 SF

YOUNG ADULT

15B

407 SF

CHILDREN'S AREA

118A

50A-3

118 SF

MTG RM 1

15B

117 SF

MTG RM 2

15B

1405 SF

ADULT STACKS

100A-3

59 SF

FAMILY BATHROOM

150B

94 SF

PROGRAM

150B

464 SF

TECH SERVICES

150B

125 SF

CIRCULATION

150B

144 SF

DIRECTOR

150B

94 SF

ADMIN ASST

150B

601 SF

LOBBY

150B

94 SF

VESTIBULE

150B

121 SF

MECHANICAL

300S-2

155 SF

MEN'S BATHROOM

150B

218 SF

WOMEN'S BATHROOM

150B

102 SF

ELEC

300S-2

363 SF

NEW MATERIALS

150B

614 SF

CHILDREN'S STACKS

118B

100A-3

344 SF

COMMON

150B

33 SF

COPY/PRINT

150B

GROSS BUSINESS

AREA 1/150=

OCCUPANCY 3

GROSS BUSINESS

AREA 1/150= 1488 gsf

@ 150 SF/OCC = 10

36"

CHILDRENS ROOM OCCUPANCY IS

CALCULATED AS PARTIAL STACK

AREA @ 100 GSF, AND PARTIAL

ASSEMBLY AREA WITH TABLES,

CHAIRS @ 15 NSF.

36"

TD: 83' - 5"

TD: 89' - 0"

MAX TD: 76'

CP TD: 33' - 5"

509 SF

EXG LOFT

150B

630 SF

COMMUNITY ROOM

7A-1

138 SF

STORAGE

300S-2

107 SF

WARMING PANTRY

300S-2

53 SF

H/C UNISEX

150B

TD = 77' - 2"

COMMUNITY ROOM IS CALCULATED

AS NET AREA OF OCCUPIABLE

SPACE AFTER WALLS, AND

REQUIRED EGRESS PATHS AND

AISLES REQUIRED TO REMAIN OPEN

ARE SUBTRACTED. MAXIMUM

OCCUPANCY FOR ASSEMBLY WILL

BE POSTED AT ENTRY.

23 SF

EXG UNISEX

150B

MAX TD = 108'

TD = 117' - 8"

EXIT TO GRADE

MAIN BUILDING ENTRANCE

BUILDING ENTRANCE

CODE PLAN LEGEND

MAXIMUM TRAVEL DISTANCE

DEAD END TRAVEL DISTANCE

MAX TD = X' - X"

COMMON PATH TRAVEL DISTANCE

1 HOUR HORIZONTAL ASSEMBLY - SEE ROOM SCHEDULE A10.1

& DOOR SCHEDULES A10.2 & 10.3

NOTE:

1. SPACES RATED FOR FIRE INCLUDES WALLS, CEILINGS,

STRUCTURE, AND FLOORS.

2. RATED OPENINGS INCLUDE COMPLETE ENCLOSURE.

DE TD = X' - X"

CP TD = X' - X"

1 HOUR RATED ASSEMBLY WITH 3/4 HOUR RATED OPENINGS

ROOM NAME

150 SF

x 0B

ROOM NUMBER

ROOM SQUARE FOOTAGE

OCCUPANT LOAD

OCCUPANT LOAD FACTOR

GROUP CLASSIFICATION

36" DOOR WIDTH

APPLICABLE CODES/STANDARDS

The subject building will be analyzed with respect to fire protection and life safety provisions of the following current codes and standards adopted in the state of Connecticut:

• International Building Code, 2021 Edition (IBC)

• As adopted and amended by the 2022 Connecticut State Building Code.

• International Existing Building Code, 2021 Edition (EBC)

• As adopted and amended by the 2022 Connecticut State Building Code.

• The International Fire Code, 2021 Edition (IFC)

• As adopted and amended by Part III of the 2022 Connecticut Fire Safety Code.

• NFPA 101, 2021 Edition

• As adopted and amended by Part IV of the 2022 Connecticut Fire Safety Code.

• Fire Code, NFPA 1, 2021 Edition

• As adopted and amended by the 2022 Connecticut Fire Prevention Code.

OCCUPANCIES AND USES

Occupant Load per Floor:

HEIGHT AND AREA

Type VB construction type as defined by IBC, Section 602.5 appears to be the existing library construction type and is used for this analysis.

Type VB construction permits 60 ft. height for fully sprinklered buildings and two-stories (Table 504.3 & 504.4).

The library has a total area of 11,320 square feet (1,272 gross sq. ft. Basement; 8,181 gross sq. ft. Ground Floor; 1,867 gross sq. ft. 2nd Floor).

FIRE-RESISTANCE RATING (INTERIOR)

The required fire-resistance ratings for specific interior elements or spaces are indicated in the table below. The separations are required to be made with fire barriers and/or horizontal assemblies complying with Sections 707 and 711, respectively.

Fire-Resistance Rating of Elements or Spaces:

PENETRATIONS

Smoke dampers are required to be Class I or II leakage rated and elevated temperature rating of not less than 250°F [BC 717.3.2.2]. Where combination fire/smoke dampers are installed, they are required to meet both requirements for smoke and fire dampers.

FIRE PROTECTION SYSTEMS

The requirements for fire protection systems are found in Chapter 9 of the BC. Sprinkler systems and fire alarm systems are required based on the occupancy.

The library will not be required to have a standpipe system, as the highest occupied floor is less than 30 ft. above the lowest point of fire department access.

FIRE ALARM AND DETECTION SYSTEMS

Fire alarm and detection to be provided through the building as required by the BC for new construction.

Manual fire alarm boxes (e.g. pull stations) are not required when the building is fully sprinklered.

System is still required one (1) manual pull station at an approved location per 907.2.

A fire alarm and emergency voice/alarm communication system is not required to be provided in the library in accordance with Section 907.2.1 and 907.5.2.2, as the occupant load is less than 1,000.

MEANS OF EGRESS

The requirements of BC Chapter 10 will be used to determine the means of egress requirements of the library.

EGRESS CAPACITY

PLUMBING FIXTURE COUNTS

Provided:

CODE INFORMATION

Occupancy Use Group Occ. Load factor Function of Space

Assembly A-1 7 net Assembly without fixed seats - Concentrated (chairs only -- not fixed)

Assembly A-1 15 net Assembly without fixed seats - Unconcentrated (tables and chairs)

Assembly A-3 100 gross Library (stack area), art gallery

Assembly A-3 50 net Library (reading room)

Business B 150 gross Offices

Business B 15 net Assembly without fixed seats (small conference rooms)

Storage S-2 300 gross Low-hazard accessory storage areas, mechanical equipment rooms

Element or Space Ratings (hr)

Enclosure of Vertical Exits [1023.2 BC] 1 (Less than 4 stories)

Hoistways and Shafts [713.4 BC] 1 (penetrating fewer than 3 stories)

Structural Members Supporting a Wall or other Same as the required fire-resistance rating of the wall/barrier supported, but not less fire-resistance construction [704.1 BC] than the rating required for the member by the construction classification.

Male WC Female WC Unisex Lavatory Drink Fount. Serv. Sink

3 3 3 9 2 1

Component Required Width Minimum Width Provided Width

Stairs 0.3 in/occupant 44 in 44" minimum

Doors 0.2 in/occupant 32 in clear 32" minimum

Corridors 0.2 in/occupant 44 in - 24 in for MEP equip

Ramps 0.2 in/occupant 36 in 51 in

Aisles 0.3 in/occupant 36 in 36 in minimum

Level Occupancy Load

Basement 4

First Floor 96

Loft 5

Second Floor 95

Total 210

540 SF

EXG MECH / ELEC

300S-2

588 SF

MECH / ELEC

300S-2

Contract Date

Drawn by

Checked by

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

L I N E W I L L M E A S U R E 0' - 4" A T F U L L S C A L E

Civil

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

/2 /2

:3 :4

A

M

As indicated

T2

LIFE SAFETY

K e n t

M e m o ri a l L ib ra ry

11/1/21

SDH

LJW

N o rt h

M a in S tr e e t, K e n t, 10/15/25

1/16" = 1'-0" D1

CODE First Floor

1/16" = 1'-0" G1

CODE Second

1/16" = 1'-0" F5

CODE Basement

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

E W

A

LK CONCRETE STEP

B

IT

U M

IN

O

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

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

E L

P

A R

K

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

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B

C

D

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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

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BIRD

BATH

B

IT

U M

IN

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S

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A

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B

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IN

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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

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IT

U

M

IN

O U

S

G R

A V

R

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

IO

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

ED

G

E O F B

IT

U

M

IN

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G R

A V

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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

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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…