SITE LOCATION MAP

INDEX OF DRAWINGS

REBMUNTES

DRIGGS ELEMENTARY SCHOOL

77 WOODLAWN TERRACE

WATERBURY, CT

STATE PROJECT NO. 151-0315 LUE

1/15/2026

ISSUE FOR BID: 2/6/2026

ARCHITECT

CIVIL ENGINEER

ALFRED BENESCH & CO.

120 HEBRON AVENUE, FLOOR 2

GLASTONBURY, CT 06033

STRUCTURAL ENGINEER

MICHAEL HORTON ASSOC.

780 EAST MAIN STREET

BRANFORD, CT 06405

FRIAR ARCHITECTURE

21 TALCOTT NOTCH ROAD

FARMINGTON, CONNECTICUT

MAYOR

HONORABLE PAUL K PERNEREWSKI JR.

SUPERINTENDENT OF SCHOOLS

DR. DARREN SCHWARTZ

ELEVATOR ADDITION

MEP/FP ENGINEER

CONSULTING ENGINEERING SERVICES

811 MIDDLE STREET

MIDDLETOWN, CT 06457

REFERENCE

R1.1 REFERENCE SHEET

R1.2 EGRESS PLANS

CIVIL

C1.0 DEMOLITION & SITE PREPARATION PLAN

C2.0 SITE PLAN

DEMOLITION

D1.1 DEMOLITION FLOOR PLANS

ARCHITECTURE

A1.1 NEW WORK FLOOR PLANS

A2.1 ROOF PLAN & DETAILS

A3.1 BUILDING ELEVATIONS

A6.1 LARGE SCALE ELEVATOR & DETAILS

A7.1 PLAN & SECTION DETAILS

A8.1 WINDOW & DOOR ELEVATIONS, DETAILS, SCHEDULE

A9.1 REFLECTED CEILING

A12.1 FINISH PLAN & SCHEDULE

STRUCTURAL

S0.0 GENERAL NOTES

S1.0 NEW WORK FLOOR PLANS

S2.0 FOUNDATION, FLOOR AND ROOF SECTIONS

S3.0 TYPICAL DETAILS

FIRE PROTECTION

FP0.0 FIRE PROTECTION ABBERVIATIONS, NOTES & SYMBOLS

FPD1.1 FIRE PROTECTION DEMOLITION PLANS

FP1.1 FIRE PROTECTION NEW WORK PLANS

MECHANICAL

M0.0 MECHANICAL ABBERVIATIONS, NOTES & SYMBOLS

MD1.1 MECHANICAL DEMOLITION PLANS

M1.1 MECHANICAL NEW WORK PLANS

ELECTRICAL

E0.0 ELECTRICAL ABBERVIATIONS, NOTES & SYMBOLS

ED1.1 ELECTRICAL DEMOLITION PLANS

E1.1 ELECTRICAL POWER NEW WORK PLANS

E1.2 ELECTRICAL LIGHTING NEW WORK PLANS

E5.0 ELECTRICAL DETAILS

E6.0 ELECTRICAL SCHEDULES AND DIAGRAMS

MOUNTING HEIGHTS

ELECTRICAL MOUNTING HEIGHTS

ALL MOUNTING HEIGHTS TO BE COORDINATED WITH BLOCK COURSING AS OCCURS. CONSULT

ARCHITECT IF EXISTING CONDITIONS DIFFER

ALL DIMENSIONS ARE TO THE CENTER OF DEVICE UNLESS OTHERWISE NOTED.

SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.

RECEPTACLES : 18" A.F.F. ( AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF RECEPTACLE

AT 2" ABOVE BACKSPLASH. AT LOCATIONS BELOW CASEWORK, MOUNT AT 24" A.F.F.)

WIREMOLD: 24" A.F.F. ( AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF WIREMOLD AT 2"

ABOVE BACKSPLASH )

EXTERIOR RECEPTACLES: 24" A.F.G. (20" A.F.F.)

SWITCHES: 48" A.F.F.

BOILER EMERGENCY SWITCHES: 60" A.F.F.

DATA/PHONE OUTLETS: 18" A.F.F.

TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING*

*FIELD VERIFY CEILING HEIGHTS WITH COORDINATION DRAWINGS

WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE

SECURITY KEYPAD: 48" A.F.F.

MICROPHONE WALL JACK: 48" A.F.F.

FIRE ALARM PULL STATION: 48" A.F.F.

FIRE ALARM VISUAL/AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT

AREA OF REFUGE CALL STATION: 48" A.F.F.

EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F.

EMERGENCY CALL SWITCH: 36" A.F.F.

EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F., CENTER ABOVE DOOR

WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F

WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F.

NOTES

CONSTRUCTION NOTES

GENERAL NOTES

ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES.

DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION OF DIMENSIONS FROM THE

ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION.

CONTRACT DRAWINGS MAY VARY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL CORRECT DIMENSIONS OF ALL

MATERIALS TO CARRY OUT OF THE INTENT OF THE CONTRACT DRAWINGS. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN

FIELD BEFORE ORDERING ANY MATERIALS. CONTRACTOR SHALL NOTIFY ARCHITECT PROMPTLY OF ANY CRITICAL DISCREPANCIES

BEFORE PROCEEDING WITH WORK.

ALL NEW WORK SHALL BE IMPLEMENTED SO AS TO PROVIDE A SMOOTH AND CONTINUOUS SURFACE WITH ALL EXISTING

CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO ACHIEVE THIS REQUIREMENT, EVEN THROUGH

PROCEDURES ARE NOT DETAILED FOR EACH SPECIFIC CONDITION OR COMBINATION OF CONDITIONS. QUALITY OF

WORKMANSHIP, MATERIALS AND FINISHES SHALL BE EQUAL TO THE LEVEL ESTABLISHED FOR SIMILAR CONSTRUCTION, EXCEPT

WHERE EXISTING APPEARANCE IS TO BE MATCHED TO ACHIEVE CONTINUITY.

CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE TRADE WHOSE WORK RESULTS IN THE NEED FOR CUTTING AND

PATCHING UNLESS A SPECIFIC CONTRACTOR IS CALLED OUT ON THE DRAWINGS. ALL HOLES LEFT BY REMOVING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT, ETC. SHALL BE PATCHED.

UNLESS OTHERWISE NOTED OR DIMENSIONED, NEW PARTITIONS SHALL BE CENTERED ON BUILDING COLUMN GRID OR WINDOW

MULLIONS.

CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT WALLS AS REQUIRED TO SUPPORT SHELVES, CABINETS TV BRACKETS AND

RELATED ITEMS.

WHERE REQUIRED, SEISMIC BRACING SHALL BE PROVIDED AT SUSPENDED CEILINGS. SEE A9.X.

ALL EGRESS DOORS SHALL BE NON-LOCKING IN DIRECTION OF TRAVEL.

ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF DECK ABOVE.

1.) DIMENSION CRITERIA

A. FROM FACE TO METAL STUD TO FACE OF METAL STUD

B. FROM FACE TO METAL STUD TO FACE OF CONCRETE MASONRY UNIT

C. FROM FACE TO CONCRETE MASONRY UNIT TO FACE OF CONCRETE MASONRY UNIT

3.) REFER TO SHEET R1.1 FOR WALL TYPES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ABBREVIATIONS

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ACOUSTIC TILE

AIR CONDITIONING

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANCHOR, ANCHORAGE

ANCHOR BOLTS

ANGLE

ANODIZED

APPROVED

ARCHITECTURAL / ARCHITECT

ASBESTOS

ASPHALT

ASSEMBLY

ASSISTANT

AT

AUTOMATIC

BEAM

BEARING

BETWEEN

BEVEL / BEVELED

BITUMINOUS

BLOCK

BLOCKING

BOARD

BOTTOM OF

BOTTOM

BUILDING

BUILT-UP ROOF

CABINET UNIT HEATER

CAPACITY

CEILING

CEILING HEIGHT

CEMENT

CENTER

CENTERLINE

CERAMIC

CHALKBOARD

CHANNEL

CLOSET

COLUMN

CONFERENCE

CONTROL OR

CONSTRUCTION JOINT

CONTINUOUS

CONTRACTOR

CORRIDOR

COURSE / COURSES

DAMPPROOFING

DEGREE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DISTANCE

DOOR

DOUBLE

DOUBLE HUNG

DOWN

DOWNSPOUT

DRAWING

DRINKING FOUNTAIN

EACH

ELECTRIC / ELECTRICAL ELECTRICAL

WATER COOLER

ELEVATION

ELEVATOR

EXISTING FIRE EXTINGUISHER

EMERGENCY

EQUAL

EQUIPMENT

EXISTING

EXISTING TO REMAIN

EXPANSION JOINT

EXTERIOR INSULATION

FINISH SYSTEM

FEET, FOOT

FINISH, FINISHED

FIRE DAMPER

FIRE EXTINGUISHER/FIRE BLANKET

CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER & BRACKET

FIRE RETARDANT

FIREPROOFING

FIXTURE

FLASHING

FLOOR DRAIN

FLOOR FINISH

FOOTING

FOUNDATION

FUME HOOD

FURNISH / FURNISHED

FURRED / FURRING

INCH OR INCHES

INCLUDE / INCLUDING

INFORMATION

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

KICK PLATE

LABORATORY

LAVATORY

LIGHTING

MACHINE

MAINTENANCE

MANUFACTURER

MARKER BOARD

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

METAL

MEZZANINE

MINIMUM

MISCELLANEOUS

OFFICE

ON CENTER

OPPOSITE HAND

OPENING

OUTSIDE DIAMETER

PAINTED

PAIR

PAPER TOWEL DISPENSER

PERPENDICULAR

PLASTER

PLASTIC LAMINATE

PLATE

PLUMBING

PLYWOOD

PRECAST

PREFABRICATED

PRESSURE TREATED

PROJECT, PROJECTION POINT

QUANTITY

QUARRY TILE

RADIUS

RAIN WATER LEADER

RECEIVING

REFRIGERATOR

REINFORCED / REINFORCING

REQUIRED

REVISION / REVISED

RISER

ROOF DRAIN

ROOM

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN

SCHEDULE

SCUPPER

SECTION

SEISMIC JOINT

SERVICE SINK

SHEET

SHOWER/EYEWASH

SIMILAR

SOAP DISPENSER

SOUND TRANSMISSION CLASS

SPECIFICATIONS

SPLASH BLOCK

SQUARE

SQUARE INCH (S)

SQUARE YARD (S)

SQUARE FEET (FOOT)

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

STRUCTURAL GLAZED

FACING TILE

STRUCTURAL STEEL

SUSPEND, SUSPENSION

SURFACE

SYSTEM

TACKBOARD

TELEPHONE

TEMPERATURE / TEMPORARY

TOUNGE & GROOVE

THRESHOLD

THICK

TOILET

TOP OF

TREAD

TYPICAL

UNDERWRITER'S LABS

UNIT HEATER

UNIT VENTILATOR

UNLESS NOTED OTHERWISE

URINAL

VENT THROUGH ROOF

VERIFY IN FIELD

VERTICAL

VINYL ASBESTOS TILE

VINYL COMPOSITION TILE

WATER CLOSET

WATERPROOFING

WELDED WIRE FABRIC

WEIGHT

WHITE BOARD

WITH

WOOD

A.F.F.

A.F.G.

AC.,A.C.T.

A.C.

A.H.U.

ALT.

ALUM.

ANCH.

ABL

ANG

ANOD.

APPD.

ARCH.

ASB.

ASPH.

ASSY.

ASST

AUTO.

BM.

BRG.

BET.

BEV.

BIT.

BLK.

BLKG.

BD.

B/O

BTM.

BLDG.

B.U.R.

C.U.H.

CAP.

CLG.

CLG.HGT.

CEM.

CTR.

CL

CT

C.BD.

CH.

CLOS.

COL

CONF.

C.J.

CONT.

CONTR.

CORR.

CRS.

DAMPR.

DEG.

DEMO.

DEPT.

DET.

DIA.

DIM.

DIST.

DR.

DBL.

D.H.

DN.

D.S.

DWG.

D.F.

EA.

ELEC.

EWC.

EL.

ELEV.

EXFE

EMG.

EQ.

EQUIP.

EXIST.

ETR.

E.J.

EXT. EIFS.

FT.

FIN.

FD.

FEB

FEC

FE

FR.

FPRFG.

FIXT.

FLASH. FL.

FD.

FLR. FIN.

FTG.

FDN.

F.H.

FURN.

FURR

IN.

INCL.

INFO.

I.D.

INSUL.

INT.

JT.

KP.

LAB.

LAV.

LTG.

MACH.

MAINT.

MFR.

MBD.

MAS.

M.O.

MATL.

MAX.

MECH.

MET.

MEZZ.

MIN.

MISC.

OFF.

O.C.

O.H.

OPG.

O.D.

PTD.

PR.

P.T.D.

PERP.

PLAS.

P.LAM.

PL.

PLBG.

PLYWD.

P.C.

PREFAB.

PROJ. PT.

P.T.

QTY.

Q.T.

RAD.

RWL.

RECV.

REF.

REINF.

REQ'D.

REV.

R

R.D.

RM.

S.N.D.

S.N.R.

SCHED.

SC.

SECT.

S.J.

S.S.

SHT.

S/E

SIM.

S.D.

S.T.C.

SPEC.

S.B.

SQ.

SQ.IN.

SQ.YD.

S.F.

ST. STL.

STD.

STL.

STOR.

STRUCT.

SGFT.

STRUCT. STL.

SUSP.

SURF.

SYS.

TBD.

TEL.

TEMP.

T & G

THLD.

THK.

TLT

T/O

T.

TYP.

U.L.

U.H.

U.V.

U.N.O.

UR.

V.T.R.

V.I.F.

VERT.

V.A.T.

V.C.T.

W.C.

W.P.

W.W.F.

WT.

WBD.

W/

WD.

INTERIOR ABBREVIATIONS

ACID

AWP

BB

BC

C

CC

CMT

CTB

CTR

CWT

DCPL

DC

DST

DW

EM

EG

EP

EPR

ER

ERS

ET

ETR

FEB

FEC

FE

FC

FLAM

GBB

GC

GT

HB

HPWP

HR

ICE

INTBD

L

LK

LRF

LS

LT

LVT

MC

MBD

MCIC

MP

MS

MW

P

ACID CABINET

ACOUSTICAL WALL PANEL

BUTCHER BLOCK COUNTERTOP

BASE CABINET

CARPET (TILE AND/OR BROADLOOM)

CUBICAL CURTAIN

CEMENTITIOUS TOPPING

CERAMIC TILE BASE

COUNTER

CERAMIC WALL TILE

DECORATIVE WALL PANEL

DISPLAY CASE

DISTILLER

DISHWASHER (GLASSWARE)

ENTRY MAT

ENTRY GRILLE

EPOXY PAINT

EXPLOSION PROOF REFRIGERATOR

EPOXY RESIN FLOORING

EPOXY RESIN COUNTERTOP

EPOXY TERRAZZO

EXISTING TO REMAIN

FIRE EXTINGUISHER/FIRE BLANKET CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER & BRACKET

FOLIO CABINET

FLAMMABLE CABINET

GLAZED BLOCK BASE

GOGGLE CABINET

GROUT

HORIZONTAL BLINDS

HIGH PRESSURE WALL PANEL

HANDRAILS, RAILINGS & STRINGERS

ICE MAKER

INTELLIGENT BOARD

LINOLEUM

LOCKER

LUXURY RESILIENT FLOORING

LINOLEUM SHEET FLOORING

LINOLEUM TILE

LUXURY VINYL TILE

METAL CABINETRY

MARKERBOARD

MULTI-COLORED INTERIOR COATING

METAL PANEL

MOTORIZED SHADE

MICROWAVE

PAINT

PC

PCF

PJS

PL

PR

PT

PTD

QT

QTB

RB

REF

RT

RST

SC

STCT

STGC

SF

SF

SS

SSG

STS

SV

SVS

SVT

TBD

TF

TS

UC

UCR

V

VB

VCT

VS MBD

VT

VWC

WB

WC

WD

WDC

WDT

WDU

WM

WP

WS

PRIVACY CURTAIN

PAINTED CONCRETE FLOOR

PROJECTION SCREEN

PLASTIC LAMINATE

PHENOLIC RESIN COUNTERTOPS

PORCELAIN TILE

PAPER TOWEL DISPENSER

QUARRY TILE

QUARRY TILE BASE

RUBBER BASE

REFRIGERATOR

RUBBER TILE

RUBBER STAIR TREAD/RISERS

SEALED CONCRETE

STAINED CONCRETE

STAGE CURTAIN

EMERGENCY SHOWER/EYEWASH

SPORTS FLOOR

SOLID SURFACE

SAFETY SHEET GOOD

STAINLESS STEEL COUNTERTOP

SHEET VINYL FLOORING

SOLID VINYL SHEET GOOD

SOLD VINYL TILE

TACKBOARD

TERRAZZO FLOORING

TACK STRIP

UPPER WALL CABINET

UNDER COUNTER REFRIGERATOR

VENEER CABINETRY

VINYL BASE

VINYL COMPOSITE TILE

VERTICAL SLIDING WHITEBOARD

VINYL TILE

VINYL WALL COVERING

WALL BASE

WALL COVERING

WOOD

WOOD CASEWORK

WOOD TALL CABINETS

WOOD UPPER CABINETS

WALK-OFF MAT

WALL PROTECTION/PADDING

WINDOW SHADES

BUILDING SECTION

ARCHITECTURAL SYMBOLS

WALL SECTION

COLUMN CENTERLINE

DETAIL DESIGNATION, PLAN DETAIL,

LARGE SCALE PLANS

INTERIOR ELEVATIONS

CASEWORK ELEVATIONS

CEILING DESIGNATION

ROOM NUMBER

DOOR NUMBER

WINDOW DESIGNATION

DEMOLITION TAG

WALL TYPES

PHOTO LOCATION

REVISION NUMBER

DATUM / ELEVATION / LEVEL LINE

EXISTING CONSTRUCTION TO REMAIN

NEW STUD CONSTRUCTION

NEW CONCRETE BLOCK

NEW FACE BRICK

SOFFITS / OVERHANG ABOVE

THIS REPRESENTS A 30"X48" ADA

WHEELCHAIR CLEARANCE. IN ADDITION IT

REPRESENTS A 30" CLEAR WIDTH.

ACCESSIBLE ELEMENT

AREA OF REFUGE WHEELCHAIR SPACE ACCESS.

CLEAR FLOOR SPACE ASSEMBLY WHEELCHAIR

SEAT 30"x48" CLEAR FLOOR SPACE

CORNER GUARD

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

LETTERS (HORIZ.)

SHEET NUMBER

NUMBERS (VERT.)

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

ELEVATION NUMBER

CEILING TYPE (LETTER)

CEILING HEIGHT (NUMBER)

NUMBER

NUMBER/TYPE

LETTER/TYPE

NUMBER

NUMBER

PHOTO NUMBER

NUMBER

MIN.

30" CLR

M

IN

C

LR

METAL (SMALL)

METAL LATH

MARBLE

GYPSUM BOARD

GRAVEL

GLAZING

GLAZED BRICK

GLASS BLOCK

FIRE BRICK

FINISHED WOOD

FACE GRAIN

FACE BRICK

FLAT METAL PANEL

SLATE, FLAGGING,

SOAPSTONE

METAL PANEL

CORRUGATED

GLASS

CERAMIC TILE

CONCRETE BLOCK

BRICK

ELEVATIONS

TERRAZZO

TERRA-COTTA

STRUCT. GLAZED

FACING TILEEARTH

CONCRETE

C.M.U.

STRUCTURAL CLAY

STEEL

SLATE, FLAGGING,

SOAPSTONE

CERAMIC TILE

CAST STONE

CARPET

SHEATHING INSUL.

RUBBLE

ROUGH WOOD

(INTERRUPTED)

BRASS OR BRONZE

BITUMINOUS

BATT INSULATION

ROUGH WOOD

(CONTINUOUS)

RIGID INSULATION

PLYWOOD ( SMALL)

ACOUSTICAL TILE PLASTER

ALUMINUM

ARCHITECTURAL MATERIALS

TYPICAL NOTES

1. ALL ACOUSTICAL WALL ASSEMBLIES ARE TO BE SEALED TOP AND BOTTOM, TERMINATE

AT THE UNDERSIDE OF THE FLOOR ABOVE OR THE ROOF ABOVE, TYPICAL.

2. ALL FIRE RATED WALLS ARE TO BE SEALED TOP AND BOTTOM, TERMINATE AT THE

UNDERSIDE OF THE FLOOR ABOVE OR THE ROOF ABOVE, TYPICAL.

3. ALL INTERIOR WALLS ARE TO BE SEALED TOP AND BOTTOM, TERMINATE AT THE

UNDERSIDE OF THE FLOOR ABOVE OR THE ROOF ABOVE, TYPICAL.

4. FOR BOND BEAMS, REINFORCING AND OR SHEAR WALLS, REFER TO STRUCTURAL

DRAWINGS, TYPICAL.

5. SEAL ALL THRU WALL PENETRATIONS TO MAINTAIN CONSISTENT FIRE, SMOKE AND STC

RATINGS. ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO ALL ELECTRICAL

(CONDUITS & BOXES), MECHANICAL (DUCTS, PIPES), PLUMBING AND FIRE PROTECTION

PIPING. SEE WALL TYPES FOR ASSOCIATED RATINGS AND SEE SEALANT SPECIFICATIONS

FOR TYPES.

6. CONTRACTOR TO VERIFY THAT ALL FIRE ASSEMBLIES ARE CONSTRUCTED IN

ACCORDANCE WITH APPROVED LISTED ASSEMBLIES PER CURRENT U.L. FIRE

RESISTANCE DIRECTORY.

7. MOISTURE RESISTANT GYPSUM BOARD IS TO BE USED IN LIEU OF ABUSE RESISTANT

GYPSUM BOARD ON ALL INTERIOR FACES OF TOILET ROOMS.

8. ALL INTERIOR GYPSUM WALL PARTITIONS TO HAVE ABUSE RESISTANT GYPSUM

BOARD CONSTRUCTION EXTENDING 1'-0" ABOVE CEILING HEIGHT. STANDARD

GYPSUM BOARD SHALL BE USED ABOVE CEILING AND EXTENDING TO DECK ABOVE.

EXCEPT WHERE NOTED OTHERWISE.

9. NOT ALL WALL TYPES SHOWN ARE USED IN PROJECT. REFER TO FLOOR PLAN.

A

EXTERIOR

3" RIGID INSULATION

1 3/4" AIR SPACE

4" BRICK

INTERIOR

SELF ADHERING AIR VAPOR BARRIER

8" CONCRETE MASONRY UNIT, HORIZONTAL

REINFORCEMENT EVERY 16" VERTICALLY

EXTERIOR WALL TYPES

8" CONCRETE MASONRY UNIT,

HORIZONTAL REINFORCEMENT EVERY

16" VERTICALLYSTC = 42

INTERIOR WALL TYPES

1A

8" CONCRETE MASONRY UNIT

7/8" METAL STUD FURRING AND 5/8" GYPSUM WALLBOARD

3-5/8" METAL STUD @ 16" O.C.

5/8" ABUSE RESISTANT GYP. (BOTH

SIDES) EXTEND TO MINIMUM 6" ABOVE

FINISHED CEILING

2A 1 HOUR FIRE RATED, GYP BOTH SIDES TO DECK, BATT INSULATION

U.L. DESIGN #U419

2B 3-5/8" METAL STUD @ 16" O.C.

5/8" ABUSE RESISTANT GYP. (ONE SIDE ONLY)

EXTEND TO MINIMUM 6" ABOVE FINISHED CEILING

1-5/8" METAL STUD @ 16" O.C.

5/8" ABUSE RESISTANT GYP. (ONE SIDE)

EXTEND TO MINIMUM 6" ABOVE

FINISHED CEILING

EXTERIOR

2" RIGID INSULATION

2" METAL Z-GIRT @ 16" O.C.

1" METAL PANEL SYSTEM, HORIZONTAL ORIENTATION

INTERIOR

SELF ADHERING AIR VAPOR BARRIER

BATT INSULATION

1/2" EXTERIOR GRADE PLYWOOD SHEATHING

6" METAL STUD @ 16" O.C.

5/8" ABUSE RESISTANT GYP.

B

-1 /4

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

3/4" = 1'-0"

R1.1

REFERENCE SHEET

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace

Waterbury, CT 06710

BKH

JMY

2022_049A

1/15/2026

151-0315 LUE

Date of Original Construction

1. GROUP CLASSIFICATION

(Primary) (Incidental)

Renovation

EDUCATION (E)

20261965

CODE INFORMATION

3. CODES TO WHICH THIS PROJECT WAS DESIGNED Dated:

2. SPRINKLER PROTECTION

EXISTING UNRENOVATED CONSTRUCTION

5. BUILDING AREAS FOR GRANT CALCULATIONS (ENTIRE FACILITY)

NoYes4. THRESHOLD BUILDING CONDITIONS X

EXISTING RENOVATED CONSTRUCTION

TOTAL EXISTING CONSTRUCTION

EXISTING BEING DEMOLISHED

TOTAL NEW CONSTRUCTION

TOTAL FACILITY

44,126 SF

Limited Area

Entire Building

X

1,166 SF

45,292 SF

170 SF

45,462 SF

2021 International Building Code *

2021 International Mechanical Code *

2021 International Plumbing Code *

2021 International Energy Conservation Code *

2019 Installation of Sprinkler Systems (NFPA 13)

2021 Life Safety Code (NFPA 101) *

2021 Fire Code (NFPA 1) *

2021 International Residential Code *

2021 International Existing Building Code *

2017 Accessible and Usable Buildings and Facilities (ICC A117.1-2017)*

2020 National Electrical Code (NFPA 70)*

2021 International Fire Code *

2021 International Swimming Pool & Spa Code *

* With Connecticut Amendments and General Statute requirements

REVISIONS

NO. DATE DESCRIPTION

2/6/2026 ISSUE FOR BID

DIRECTION OF TRAVEL

WITH ACCUMULATED OCCUPANCY LOAD

MAXIMUM TRAVEL DISTANCE

FROM FURTHEST POINT

NOTES:

ROOM NUMBER

OCCUPANCY LOAD FACTOR

AREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EGRESS PLAN LEGEND

2 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

1 HOUR RATED WALL

(TIGHT TO DECK ABOVE)

SMOKE PARTITION

(TIGHT TO DECK ABOVE)

BUILDING PROPERTY LINE

BR Balance Exit. Minimum number of exits required per 1018.0

BD Balance Exit. Exit required due to dead end corridor

BA Balance Exit. Exit as required for Assembly space.

BT Balance Exit. Exit as required due to travel distance.

1. A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS BEEN USED TO CALCULATE DOOR

AND CORRIDOR EGRESS CAPACITY. IN ALL CASES, THE ACTUAL CLEAR OPENING OF THE

DOOR AND ACTUAL CLEAR WIDTH OF THE CORRIDOR IS USED.

2. A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS BEEN USED TO CALCULATE

STAIRWAY EGRESS CAPACITY. IN ALL CASES, THE ACTUAL CLEAR WIDTH BETWEEN

STRINGERS IS USED.

=664 3

=666 34

=254 1

=671 34 20 =882 45

=170 1

=139 1 300 =160 1

=714 15

=442

=184 1

=655 3

=450 9

=109 1

=600 30

=604 4

=646

=2101 15

=2505 168

=167 1

=603 31

CORRIDOR

CORRIDOR

STORAGE

BOILER ROOM

COURTYARD

CORRIDOR

CLASSROOM

STORAGE

CLASSROOM

STAIR STAIR

CORRIDOR

CLASSROOM

STORAGE

STORAGE

ELEC. ROOM

LOCKER ROOM

STORAGE

STORAGE

MUSIC STORAGE

MUSIC

CLASSROOM

STORAGE

CLASSROOM

KITCHEN

HEALTH

RESOURCE

CENTER

CAFETERIA

LOBBY

STORAGE

PASSAGEWAY

CLASSROOM

STORAGE

TOILET ROOM

=324 2

TLT ROOM

TLT ROOM

=122 1

=41

LOBBY

CORRIDOR

OFFICE CLASSROOM CLASSROOM CLASSROOM CLASSROOM

PASSAGE

CLASSROOM

OFFICE

CLASSROOM

OFFICE

CLASSROOMCLASSROOMCLASSROOMCLASSROOM

PASSAGE

LOBBY

CLASSROOM

PASSAGE

STAIR

CORRIDOR

CORRIDOR

STAIR

STAGE FOYER

GYMNASIUM

STORAGE STAIR

STORAGE

STAIR

=340 3

=660 34

=679 34

=648 33 20 =651 33

=637 32

=252 2

=599 30

=200

=629

=602

=613

20=628 32

=634 32

=659 44

=4267 854

=149 1

=187 1

TEACHER

WORK ROOM

=89 2

CORRIDOR

=725 5

=692 35

=117 1

=699 35

=329 17

=358 18

=703 36

=140 7

=701

=704 36

=231

=643

20=292

=700

=685

=700

=236

=679 34

OFFICE

CLASSROOM CLASSROOM

OFFICE

CLASSROOM CLASSROOM CLASSROOM CLASSROOM

CLASSROOM

OFFICE

CLASSROOM

READING

ROOMCLASSROOMCLASSROOM

CLASSROOM

OFFICE

CLASSROOM

CORRIDOR

CORRIDOR

STAIRSTAIR

SPEECH

LOBBY

CORRIDOR

STORAGE

TLT ROOM TLT ROOM

=86 1

5240 52

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

As indicated

R1.2

EGRESS PLANS

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace

Waterbury, CT 06710

BKH

JMY

2022_049A

1/15/2026

151-0315 LUE

SCALE: 1/16" = 1'-0"

FIRST FLOOR EGRESS PLAN

SCALE: 1/16" = 1'-0"

SECOND FLOOR EGRESS PLAN

SCALE: 1/16" = 1'-0"

THIRD FLOOR EGRESS PLAN

REVISIONS

l xxxxxxxxxxxxxxxxxx x x x x x x x x x x x x

IRVING STREET

SF SF SF SF

SF SF

SFSF

STK

CWA

HAY BALE BARRIER

CATCH BASIN FILTER INSERT

TEMPORARY CONCRETE WASHOUT

SF

SF

SF

SF

SF

SF

TEMPORARY STOCKPILE

EXISTING PROPERTY LINES

SILT FENCE BARRIERSF SF SF SF

CONSTRUCTION ENTRANCE STK

CWA

CE

BITUMINOUS PAVEMENT DEMOLITION

FENCE/WALL DEMOLITION

SITE ITEM TO BE REMOVED

TREE PROTECTIONP

BUILDING DEMOLITION

CONSTRUCTION FENCE

LIMIT OF DISTURBANCELOD LOD

00 10' 20'

SCALE: 1" = 10'

DEMOLITION AND EROSION CONTROL LEGEND

EROSION AND SEDIMENT CONTROL NOTES:

1. THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF CONSTRUCTION WORK.

2. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. ALL EROSION CONTROLS SHALL BE INSTALLED PRIOR TO ANY SITE WORK. CONTROLS SHOULD BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. EXCAVATED MATERIAL SHOULD NOT BE DISPOSED OF IN THE WETLAND AREA. PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER.

3. MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER

POLLUTANTS TO ANY RESOURCE AREAS.

4. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT'S 2024 “CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT

CONTROL."

5. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE OR HAY BALE BARRIER. COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED.

6. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST.

7. ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION CONTROL MATTING OR APPROVED EQUIVALENT.

8. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL.

9. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT

CONDITION AT THE END OF EACH WORK DAY.

10. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE.

11. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE LEVELS.

12. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER.

13. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE PERMITTEE AND INSPECTED BY THE TOWN ENGINEER AND/OR THE WETLANDS ENFORCEMENT OFFICER / DULY AUTHORIZED AGENT; ADDITIONAL OR SUPPLEMENTAL CONTROLS MAY BE REQUIRED. THE PERMITTEE SHALL MAINTAIN THE CONTROLS DURING AND AFTER CONSTRUCTION AND REMOVE THEM UPON SITE STABILIZATION OF THE AFFECTED AREA.

14. AN ANTI-TRACKING APRON SHALL BE INSTALLED AT THE SITE ACCESS DRIVE AT A LOCATION APPROVED BY THE TOWN ENGINEER, WITH 6 INCHED OF CRUSHED STONE (SIZED 1 12" TO 3") UNDERLAIN WITH CONSTRUCTION FRAME SPREAD TO THE TRAVELED WIDTH AND 40 FEET IN LENGTH OR WITH APRON MATS. THE APRON SHALL BE MAINTAINED AT ALL TIMES.

15. THE PERMITTEE AND THEIR CONTRACTOR SHALL MEET WITH AGENCY STAFF, INCLUDING BUT NOT LIMITED TO THE WETLANDS ENFORCEMENT OFFICER / DULY AUTHORIZED AGENT AND TOWN ENGINEER, TO REVIEW THE CONDITIONS OF THIS APPROVAL AND THE CONSTRUCTION PROGRAM TO BE UTILIZED TO IMPLEMENT THE APPROVED REGULATED ACTIVITY.

16. THE WETLANDS ENFORCEMENT OFFICER / DULY AUTHORIZED AGENT SHALL BE NOTIFIED IN WRITING FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION.

17. DURING THE DURATION OF THIS APPROVAL, THE CHAIRMAN OF THE AGENCY OR THE WETLANDS ENFORCEMENT OFFICER / DULY AUTHORIZED AGENT SHALL HAVE PERMISSION TO ENTER UPON THE SUBJECT PROPERTY AT REASONABLE TIMES FOR THE PURPOSE OF VIEWING AND INSPECTING THE CONDUCT OF THE APPROVED REGULATED ACTIVITY.

18. NO WORK OTHER THAN MAINTENANCE OF SEDIMENT AND EROSION CONTROL SHALL BE PERFORMED DURING SIGNIFICANT RAINFALL OF ONE (1) INCH OR MORE WITHIN A TWENTY-FOUR (24) HOUR PERIOD. ALL WORK SHALL BE PERFORMED BETWEEN 8:00 AM AND 5:00 PM, MONDAY THROUGH FRIDAY. NO WORK MAY BE CONDUCTED ON LEGAL HOLIDAYS OR WEEKENDS WITHOUT THE EXPRESSED APPROVAL OF THE AGENCY.

19. UPON COMPLETION OF THE REGULATED ACTIVITY APPROVED HEREIN, THE PERMITTEE SHALL NOTIFY THE WETLANDS ENFORCEMENT OFFICER / DULY AUTHORIZED AGENT FOR A FINAL INSPECTION AND CONFIRMATION OF SATISFACTORY COMPLETION AND COMPLIANCE WITH THE APPROVED SITE PLANS AND ALL STANDARD AND SPECIAL SUPPLEMENTAL CONDITIONS, REQUIREMENTS AND MODIFICATIONS OF THIS APPROVAL.

FILTER INSERTS IN

DRAINAGE SYSTEM

WEEKLY & WITHIN 24 HOURS

AFTER STORM GENERATING A

DISCHARGE

MAINTENANCE MEASURES SCHEDULEE&S MEASURE

TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE

HAY BALES/ SILT

FENCE BARRIER

WEEKLY & WITHIN 24 HOURS

AFTER STORM GENERATING A

DISCHARGE

CONSTRUCTION

ENTRANCE

WEEKLY

MOISTEN

EXPOSED SOILS

DAILY

CLEAN CATCH BASIN GRATE, REMOVE

SEDIMENT/DEBRIS FROM FILTER INSERTS

REPAIR/REPLACE WHEN FAILURE OBSERVED,

REMOVE SILT WHEN ACCUMULATION REACHES

APPROX. HALF HEIGHT OF BARRIER

SWEEP PAVED ROADWAY ADJACENT TO SITE

ENTRANCE AS NECESSARY, REFRESH STONE AS

NECESSARY, REMOVE SILTED GRAVEL

PERIODICALLY MOISTEN EXPOSED SOIL

SURFACES WITH WATER ON UNPAVED

TRAVELWAYS AND KEEP TRAVELWAYS DAMP

SUGGESTED CONSTRUCTION SEQUENCE:

1. CONDUCT A PRE-CONSTRUCTION MEETING WITH THE OWNER AND ENGINEER PRIOR TO ANY

CONSTRUCTION ACTIVITY.

2. INSTALL PERIMETER E&S CONTROLS AND REQUEST PRE-CONSTRUCTION INSPECTION FROM THE

ENGINEER.

3. REMOVE EXISTING PAVEMENT.

4. PERFORM BULK EARTHWORK OPERATIONS.

5. BEGIN CONSTRUCTION OF BUILDING ADDITION FOUNDATION.

6. CONSTRUCT CURBING, WALKS, AND TOP COURSE OF BITUMINOUS PAVEMENT.

7. AT THE CONCLUSION OF CONSTRUCTION, COMPLETE THE INSTALLATION OF

POST-CONSTRUCTION SITE STABILIZATION MEASURES AS SHOWN ON THE DRAWINGS.

8. ONCE SITE IS FULLY STABILIZED REMOVE ALL EROSION CONTROLS.

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road Farmington, CT 06032 friar.com 860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

Alfred Benesch & Company 200 Glastonbury Blvd., Suite 201 Glastonbury, Connecticut 06033 860-633-8341

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace Waterbury, CT 06710

2022_049A

01/15/2026

151-0315 LUE

REVISIONS

NO. DATE DESCRIPTION

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road Farmington, CT 06032 friar.com 860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

Alfred Benesch & Company 200 Glastonbury Blvd., Suite 201 Glastonbury, Connecticut 06033 860-633-8341

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace Waterbury, CT 06710

2022_049A

01/15/2026

151-0315 LUE

REVISIONS

NO. DATE DESCRIPTION

TEMPORARY STOCKPILE LOCATION

SILT FENCE (TYP.)

CONSTRUCTION FENCE (TYP.)

EXISTING STAIRCASE TO BE REMOVED

EXISTING PORTION OF BUILDING TO BE REMOVED

(REFER TO ARCHITECTURAL DRAWINGS)

SILT FENCE BARRIER (SF)

N.T.S.

2'-6"

1'-6"

SECTIONELEVATION

*NOTE: POST SPACING AND EMBEDMENT VARIES

BASED ON THE FABRIC MANUFACTURER'S

REQUIREMENTS.

EXTRA STRENGTH SEDIMENT CONTROL FABRIC (AMOCO

PROPEX OR EQUAL)

10' MAX.*

100°

BURY FABRIC 6" BELOW

GROUND

GRADE

WOOD POST

SLOPE

6'

SILT FENCE

SURROUNDING

STOCKPILE 3:1 SLOPE MAX

TEMPORARY VEGETATIVE COVER TO BE

ESTABLISHED ON TOPSOIL STOCKPILE PER CT

DEEP E&S GUIDELINES

NOTE:

STOCKPILE IS NOT TO BE PLACED

ADJACENT TO SLOPES GREATER

THAN 3:1

TEMPORARY STOCKPILE (STK)

N.T.S.

HAY BALE BARRIER (HB)

N.T.S.

PROTECTED

WORK AREA

FLOW

TOP OF GROUND

18" (MIN.)

AREA

HAY BALES

BINDINGS TO BE PARALLEL

TO GROUND SURFACE

EMBED HAY BALES 4" INTO

GROUND. BACKFILL AND

COMPACT EXCAVATED FILL

ALONG HAY BALES

2"x11

2"x36" WOOD STAKE OR

STEEL POSTS WITH A MIN.

OF 0.5 POUNDS PER LINEAR

FOOT (2 PER HAY BALE)

NOTES:

1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120

POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE.

2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE

TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE LINE OF HAY BALES.

3. DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM

TOGETHER.

4. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET.

STAKED HAY BALES

CROSS-SECTION

PLAN VIEW

FIELD VARIABLE

FI

EL

D V

AR

IA

BL

E

10' (MIN.)

OVERLAP

1'

NOTES:

1. CONSTRUCT WASHOUT AREA LARGE ENOUGH TO ENSURE MATERIALS WILL BE CONTAINED

WHERE WASTE CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY

EVAPORATE.

2. WASHOUT AREA SHALL BE LARGE ENOUGH TO RETAIN ALL LIQUID AND WASTE CONCRETE

MATERIALS FROM WASHOUT OPERATION.

3. WEEKLY INSPECTIONS OF WASHOUT AREAS SHALL BE CONDUCTED TO ASSESS THE

HOLDING CAPACITY AND FUNCTIONALITY OF THE WASHOUT AREA.

30-MIL PVC IMPERVIOUS

LINER

SEAL LINER; SEALANT NOT TO

PIERCE LINER

30-MIL PVC IMPERVIOUS

LINER

2"x11

2"x36" WOOD STAKE OR

STEEL POSTS WITH A MIN.

OF 0.5 POUNDS PER LINEAR

FOOT (2 PER HAY BALE)

30-MIL IMPERVIOUS LINER

BURY LINER 4"

TEMPORARY CONCRETE WASHOUT AREA (CWA)

N.T.S.

OR DRIVEN

POST

SCRIM SHEETING

CONSTRUCTION FENCE

N.T.S.

CONCRETE WASHOUT AREA

EXISTING BITUMINOUS WALK TO BE REMOVED (TYP.)

PROTECT EXISTING RETAINING WALL

(WHERE NOT SPECIFICALLY CALLED

FOR DEMO)

REMOVE EXISTING FENCE FOR SITE ACCESS

(EXISTING FENCE TO BE REINSTALLED)

TAKE GREAT CARE TO NOT DAMAGE EXISTING UTILITY

DEMOLITION & SITE

C1.0GSL

WGW

PREPARATION PLAN

1" = 10'

HAYBALES (TYP.)

PROTECT EXISTING

COMMUNICATIONS SERVICE (TYP.)

6'

SILT FENCE

SURROUNDING

STOCKPILE 3:1 SLOPE MAX

TEMPORARY VEGETATIVE COVER TO BE

ESTABLISHED ON TOPSOIL STOCKPILE PER CT

DEEP E&S GUIDELINES

NOTE:

STOCKPILE IS NOT TO BE PLACED

ADJACENT TO SLOPES GREATER

THAN 3:1

TEMPORARY STOCKPILE (STK)

N.T.S.

EROSION AND SEDIMENTATION CONTROL NARRATIVE:

PER STATE OF CONNECTICUT

ALL APPLICABLE PRACTICES RECOMMENDED BY THE 2024 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL AS AMENDED.

DESCRIPTION

THE PROJECT CONSISTS OF PROVIDING ADA ACCESSIBILITY TO THE BUILDING IN THE NORTHERN PARKING LOT AND CONSTRUCTING AN ELEVATOR

ADDITION ON THE SOUTHERN BUILDING WALL WITH A CONCRETE WALK FOR ACCESS.

DESIGN AND CRITERIA

NOTE: THE CONTRACTOR SHALL NAME ONE INDIVIDUAL AS HIS SEDIMENT AND EROSION CONTROL SUPERVISOR WHOSE PRIMARY RESPONSIBILITY WILL BE THE MAINTENANCE OF ALL ON-SITE EROSION CONTROL MEASURES. HE WILL KEEP A DAILY LOG OF HIS ACTIVITIES AND AN UPDATED SCHEDULE OF PROPOSED CONSTRUCTION ACTIVITIES. THE LOG WILL BE MADE AVAILABLE TO INSPECTORS.

A. GEOTEXTILE SILT FENCE (SF) - SHALL BE NON-WOVEN MATERIAL, MINIMUM 36" HIGH AND FASTENED TO WOOD STAKES. SILT FENCE SHALL BE INSTALLED WITH END RUNS TURNED UP GRADE AT 45 DEGREES FOR A DISTANCE OF 10 FEET (SEE DETAIL THIS SHEET).

B. TEMPORARY SEEDING (TS)

1. CONTRACTOR SHALL SCARIFY THE SOIL TO A DEPTH OF 2" BEFORE APPLYING FERTILIZER, LIMESTONE AND SEED.

2. SEED MAY BE APPLIED BY HAND OR MECHANICALLY. SEED APPLICATION SHALL BE UNIFORM. SEED RATE SHALL BE IN ACCORDANCE WITH THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL AS AMENDED (INCREASE SEEDING RATES BY

10% WHEN HYDROSEEDING, LIMESTONE, FERTILIZER AND SEED MAY BE APPLIED IN SLURRY.)

3. CONTRACTOR SHALL MULCH AREA (MS) IMMEDIATELY FOLLOWING SEEDING. (NOTE: IN THE EVENT SEEDING OPERATIONS ARE NOT FEASIBLE DUE TO SEASONAL RESTRICTIONS OR EXTENDED INCLEMENT WEATHER PATTERNS, THE CONTRACTOR SHALL INSTALL AN

EROSION CONTROL BLANKET OVER EXPOSED SOILS.)

C. PERMANENT SEEDING (PS)

1. CONTRACTOR SHALL APPLY TOPSOIL AND FINE GRADE ALL AREAS BEFORE THE APPLICATION OF PERMANENT SEED. APPLY LIMESTONE

AND FERTILIZER AS NEEDED, IN ACCORDANCE WITH SOIL TESTS.

2. REMOVE ALL SURFACE STONES ½ INCH AND LARGER. REMOVE ALL OTHER DEBRIS AND RAKE SEED BED.

3. APPLY SEED WITHIN 7 DAYS AFTER ESTABLISHING FINAL GRADES. SEE PLANTING PLAN.

D. STRAW BALE BARRIER (HB) - SHALL BE MADE OF STRAW WITH 40 POUNDS MINIMUM WEIGHT AND 120 POUNDS MAXIMUM WEIGHT, HELD

TOGETHER BY TWINE OR WIRE. (SEE DETAIL THIS SHEET.)

E. CONSTRUCTION ENTRANCE (CE) - SHALL BE AN ANGULAR STONE PAD, A MINIMUM OF 12' WIDE AND 50' LONG. (SEE DETAIL THIS SHEET.)

F. EROSION CONTROL BLANKET (ECB) - EROSION MAT SHALL BE PLACED ON ALL EXPOSED CUT/FILL SLOPES STEEPER THAN 3:1 (INCLUDING SWALES & DITCHES) TO PROTECT AGAINST RAINFALL AND HOLD MOISTURE CONTENT TO ENHANCE VEGETATION GROWTH IN SEEDED AREAS. MAT (OR BLANKETS) SHALL BE STRAW OR STRAW/COCONUT FIBER COMBINATION SEWN TOGETHER WITH LIGHTWEIGHT NETTING. USE NORTH AMERICAN GREEN. S150 - SLOPES UP TO 3:1, SC150-SLOPES FROM 3:1 UP TO 2:1 OR GREATER. TEMPORARY HAY MULCH TO BE APPLIED TO AREAS LESS THAN 3:1 SLOPE AND ALL AREAS TO BE LEFT BARREN OVER THE WINTER, MULCH RATE TO BE 70 POUNDS/1000 S.F.

APPLICATION/GENERAL PROCEDURES

SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO ANY SITE DISTURBANCE, AND DEVELOPMENT WILL PROCEED ACCORDING TO A SPECIFIC CONSTRUCTION SEQUENCE. THE OBJECTIVE IS TO MAXIMIZE THE REDUCTION OF SEDIMENT-LADEN RUNOFF THROUGH IMPLEMENTATION OF CONVENTIONAL SOIL SEDIMENTATION AND EROSION CONTROL PRACTICES CURRENTLY RECOMMENDED BY THE 2024

CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL

A. EARTHWORK WILL BE SCHEDULED FOR PERIODS WHEN SOIL SATURATION IS LOW AND SOIL LOSS HAZARD IS AT A MINIMUM.

B. SUSPEND EARTHWORK FOR MAJOR STORM EVENTS AND IMPLEMENT ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS

NECESSARY.

C. THERE SHALL BE NO CUTS OR FILL LEFT EXPOSED FOR LONGER THAN 30 DAYS. THE ESTABLISHED PROCEDURE OF TEMPORARILY SEEDING AND/OR COVER WITH EROSION PROTECTION (MAT OR STRAW) SHALL BE FOLLOWED TO INSURE MINIMAL SOIL LOSS.

D. THE DISCHARGE OF UNTREATED STORMWATER TO ANY ADJACENT ROADWAYS, DRAINAGE INLETS, OR PROPERTIES IS NOT ALLOWED.

SITE PREPARATION NOTES:

1. CONTRACTOR SHALL NOTIFY “CALL BEFORE YOU DIG” (1-800-922-4455) AND VERIFY UTILITY MARK-OUT WITH THE

OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH RESPECTIVE UTILITY

OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION, AND INVERTS AS REQUIRED.

3. PROTECT ALL IMPROVEMENTS NOT INCLUDED WITHIN THE LIMITS OF WORK. ANY IMPROVEMENT WHICH IS DAMAGED

SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION.

4. DURING DEMOLITION, PROTECT ALL ADJACENT CURBING, SIDEWALKS, RAMPS, ABOVE-GRADE AND BELOW-GRADE UTILITIES, DRAINAGE STRUCTURES, LIGHT BASES, AND OTHER IMPROVEMENTS POTENTIALLY AFFECTED BY THE WORK. CLEARLY DELINEATE THE LIMITS OF WORK AND MARK, BARRICADE, OR OTHERWISE IDENTIFY THOSE IMPROVEMENTS THAT ARE TO BE PROTECTED AND/OR AVOIDED. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE

REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION.

5. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS-BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS.

6. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK.

7. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

8. PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY UTILITY, VERIFY THAT APPLICABLE NOTIFICATIONS HAVE BEEN MADE TO THE UTILITY OWNER/OPERATOR AND THAT THE UTILITY HAS BEEN PROPERLY

TERMINATED, CAPPED, OR PLUGGED AS REQUIRED.

9. PROVIDE PAVEMENT SAWCUT AT THE EDGE OF EACH PAVEMENT REMOVAL AREA TO ESTABLISH A CLEAN EDGE WHERE NEW WORK WILL MEET EXISTING PAVEMENT. SAWCUT SHALL BE A MINIMUM OF 12 INCHES FROM EDGE OF

PAVEMENT REMOVAL.

10. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH SIX (6) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED.

11. ALL SIDEWALK CLOSURES AND MEASURES FOR TEMPORARY PEDESTRIAN ACCESS, SIDEWALKS, CROSSINGS, AND

BIKE LANES SHALL MEET THE APPROVAL OF THE CITY OF WATERBURY.

PORTION OF EXISTING FENCE AND WALL TO

BE REMOVED (COORDINATE WITH SITE PLAN)

xxxxxxxxxx x x x x x x x

IRVING STREET

GFE: 462.26

SFE: 474.25

SG: 461.96

SG: 461.90

SG: 461.79

SG: 461.70

SG: 461.97

SG: 462.05

SG: 461.49

TW: 464.10

BW: 462.00

SG: 462.15

SG: 462.23

GFE: 462.26

SG: 462.15

SG: 462.13

TW: 464.50

BW: 462.13

SG: 462.26

SG: 462.26

TW: 464.72

BW: 462.24

TW: 464.40

BW: 462.00

TW: 465.00

BW: 462.26

EX: 461.20

EX: 461.12

SG: 462.26

TW: 464.60

BW: 462.05

TW: 464.60

BW: 462.10

SG: 462.02

SCALE: NONE

COMPACTED SUBGRADE

REINFORCED CAST-IN-PLACE CONCRETE

W/ WWF (4 X 4 W2.9 X W2.9) IN FLAT

SHEETS CONTINUOUS THROUGH SCORE

JOINTS

DOWELED EXPANSION JOINT -'EJ' (TYP.)

W/ PREMOLDED JOINT FILLER AND

TOOLED EDGES

CONTROL JOINT W/ TOOLED EDGES W/ 1/4"

WIDE x 1" DEEP (TYP.)

FINISH GRADE

BROOM FINISH PERPENDICULAR TO

DIRECTION OF TRAVEL

NOTES:

1. PROVIDE 1/2" EXPANSION JOINTS WITH PERFORMED JOINT

FILLER AT 20'-0" O.C. MAX. OR AS INDICATED ON PLAN.

2. PROVIDE 1" DEEP TROWELED CONTROL JOINTS AT 5'-0" O.C.

OR AS INDICATED ON PLAN.

JOINT SEALER

2'-0" X 58" DIA. SMOOTH STEEL DOWEL

(2'-0" O.C.) WITH ONE END GREASED

FILTER FABRIC

COMPACTED SUBBASE

LIGHT DUTY CONCRETE SIDEWALK

SCALE: NONE

SEE SITE PLAN

SE

E

SI

TE

P

LA

N

4' CHAIN LINK FENCE & GATE

1 5/8" TOP RAIL

DOME CAP

1 5/8" BRACE RAIL

AT CORNERS

TENSION BANDS 1'

O.C.

2 7/8" CORNER POST

4" MINIMUM

TERMINAL POST

STRETCHER BAR

1/4" X 3/4"

3/8" TRUSS W/TURNBUCKLES

(CORNERS)

CONC. FOOTING

9 GA. 2" FABRIC

2 3/8" LINE POST

3" BOX HINGES

1 5/8" BOTTOM RAIL

OR 7 GA. TENSION

WIRE

INSTALL 3" BELOW TOP OF GATE

CONC. FOOTING

l l xxxxxxxxxxxxxxxxxx x x x x x x x x x x x x

IRVING STREET

REMOVE AND RESET EXISTING 4' BLACK VINYL COATED CHAIN LINK FENCE AND GATE

ELEVATOR ADDITION

FFE: 462.26

BUILDING MOUNTED ADA PARKING SIGN

ADA PARKING STALL

(2% MAX SLOPE IN ALL DIRECTIONS)

NEW BITUMINOUS PAVEMENT (TYP.)

MAINTAIN EXISTING CONCRETE

PAD AT DOORWAY

EXISTING CONCRETE WALK IN ROW TO REMAIN

DAYLIGHT DOWNSPOUT TO GRADE

INV: (464.80±)

PROVIDE CONCRETE SPLASH PAD

EXISTING COMMS SERVICE TO BE PROTECTED

TAKE GREAT CARE TO PROTECT EXISTING

UNDERGROUND UTILITY DURING DEMOLITION

OF EXISTING WALK AND FIRE ESCAPE

FOOTING DRAIN PUMP (SEE NOTES)

TF: 466.10 (M.F.G.)

INV: 464.50 (OUT)

14.5' - 6" HDPE @ 3.45%

DAYLIGHT PIPE WITH VERMIN SCREEN

INV: 464.00

4' BLACK VINYL COATED CHAIN LINK FENCE (MATCH EXISTING)CONNECT EXISTING FENCE TO NEW 4' BLACK

VINYL CHAIN LINK FENCE ON TOP OF MODULAR

CONCRETE BLOCK WALL

MODULAR CONCRETE BLOCK WALL

PROPOSED LAWN AREA / LAWN RESTORATION (TYP.)

ENSURE SUFFICIENT PITCH IS MAINTAINED

TO DRAIN TOWARD IRVING STREET

EXPANSION JOINT (TYP.)

CONSTRUCTION JOINT (TYP.)

WASHED RIVER STONE GRAVEL BED (TYP.)

Va rie s

6"

Pi pe

1'

6"

PIPE O.D. PLUS

24" OR 3'-0" MIN.

GRAVEL FILL AS DIRECTED BY

ENGINEER WHEN UNSUITABLE

MATERIAL IS ENCOUNTERED

3/8" TO 3/4" CRUSHED STONE PLACED AND

COMPACTED IN 6" LAYERS. CRUSHED STONE

IN WET INSTALLATIONS

COMPLETE ENVELOPE OF FILTER FABRIC WITH

12" OVERLAP REQUIRED WHEN CRUSHED

STONE IS USED AS BEDDING MATERIAL,

FILTER FABRIC REQUIRED IN ROCK

CUT AS DIRECTED BY ENGINEER

GRAVEL BACKFILL PLACED AND COMPACTED

IN 12" LAYERS (UNDER PVMNTS.)

EXCAVATED MATERIAL (UNDER PLANTING)

WARNING

TAPE

VA

RI

ES

SEE LANDSCAPE SECTION

SEE

HARDSCAPE

SECTION

OR

1'- 6"

M

IN

EXISTING DOOR

5" THICK 4,000 PSI CONCRETE PAD

NO. 4 HORZ. BAR, 16" O.C.

NO. 4 BAR, TOP AND BOTTOM

NO. 4 BAR, 16" O.C., BOTH WAYS

EXISTING BUILDING

FOUNDATION, CONNECT

TO FROST PAD WITH

DOWEL

5'-0"

GRANULAR FILL

NO. 4 HORZ. BAR, 16" O.C.

8"8"

8"

" M

IN

NO. 5 STAINLESS 12"

DOWELS 12" O.C. MAX

SEE CONCRETE WALK DETAIL

SCALE: NONE

FROST PAD

ACCESSIBILITY NOTES:

1. SLOPES ALONG THE ACCESSIBLE ROUTE SHALL BE LESS THAN 1:20 (5%) AND THE

CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE

GREATER THAN 14 INCH.

2. LANDINGS SHALL NOT HAVE A SLOPE GREATER THAN 1:50 (2%) IN ANY DIRECTION.

3. SLOPES WITHIN THE ACCESSIBLE PARKING SPACE SHALL NOT EXCEED 1:50 (2%) IN

ANY DIRECTION.

LAYOUT NOTES:

1. NEW PAVEMENT TO MEET LINE & GRADE OF EXISTING PAVEMENTS.

2. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES

FROM WHICH THEY ARE MEASURED.

3. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND

APPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL

POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.

5. A DIGITAL CAD FILE CAN BE PROVIDED TO THE CONTRACTOR FOR THE LAYOUT OF

SITE IMPROVEMENTS IN THE FIELD.

MATERIALS NOTES:

1. MATERIALS AND CONSTRUCTION PROCEDURES SHALL COMPLY WITH CT DOT FORM

819, THE CITY OF WATERBURY REGULATIONS AND THE PROJECT MANUAL.

2. ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY OR

CONCRETE ROADWAY OR CONCRETE SIDEWALK ABUT NEW CONSTRUCTION, THE

EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO PROVIDE A

CLEAN, SMOOTH EDGE. TACK COAT EXPOSED EDGES OF EXISTING CONCRETE

PRIOR TO PLACEMENT OF NEW BITUMINOUS CONCRETE PAVEMENT.

3. MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED AND CLEANED

ACCORDING TO THE MANUFACTURERS DIRECTIONS.

4. EXPANSION AND SCORE JOINTS FOR NEW CONCRETE WALKS SHALL BLEND TO

MATCH EXISTING PATTERNS. CONTRACTOR TO ARRANGE TIMELY ON-SITE

CONFERENCES WITH LANDSCAPE ARCHITECT TO APPROVE LAYOUT OF JOINT

PATTERNS.

5. PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, TREE

GRATES, BUILDING WALLS, SITE WALLS, STAIRS, LIGHT POLE BASES, MANHOLES,

GRATES/VAULTS, EXISTING CONCRETE PAVING, STOP LIGHTS, FIRE HYDRANTS AND

ALL OTHER FIXED MATERIALS. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS

SHALL NOT EXCEED 20 FEET.

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road Farmington, CT 06032 friar.com 860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

Alfred Benesch & Company 200 Glastonbury Blvd., Suite 201 Glastonbury, Connecticut 06033 860-633-8341

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace Waterbury, CT 06710

2022_049A

01/15/2026

151-0315 LUE

REVISIONS

NO. DATE DESCRIPTION

00 10' 20'

SCALE: 1" = 10'

LAWN

SCALE: NONE

DETAILED GRADING PLAN

SCALE: NONE

SITE PLAN

SCALE: NONE

3" BITUMINOUS CONCRETE

SURFACE COURSE 2 EQ. LIFTS

WIDTH VARIES

2% (MAX.)

SLOPED TOWARD GUTTER

2" 11

2"

8" GRAVEL BASE

COMPACTED IN 4" LIFTS

3"

BITUMINOUS DRIVE AND SIDEWALK

SCALE: NONE

EXISTING GRADE

ALUMINUM PANEL STATE OF

CONNECTICUT APPROVED

ACCESSIBLE PARKING SIGN

(12" X 18")

80"

EXISTING BUILDING

3'-0" (TYP)

5' 10'

M

IN

4" WIDE PAINTED

WHITE LINES (TYP.)

NOTES:

1. GRADING WITHIN HANDICAP SPACES SHALL BE LESS THAN 2.00%. IN ALL DIRECTIONS

2. SIGN LOCATION VARIES - SEE PLAN

CONNECTICUT ADA PARKING SIGN

MOUNTED TO EXISTING BUILDING

EXISTING BUILDING

45°

ACCESSIBLE PARKING STALL

SCALE: NONE

ACCESSIBLE PARKING SIGN

SCALE: NONE

00 10' 20'

SCALE: 1" = 10'

SITE PLAN

C2.0GSL

WGW

1" = 10'

STORM TRENCH

SCALE: NONE

PUMP STATION NOTES:

PUMP STATION TO BE DEFERRED DESIGN SUBMITTED FOR ENGINEER REVIEW AS A

SHOP DRAWING. PUMP STATION TO BE DESIGNED BY UNITED CONCRETE PRODUCTS

OR SIMILAR VENDOR. PACKAGE SHALL INCLUDE: WET WELL, VALVES, FLOATS,

CONTROLS, REMOTE ACCESS, ETC.

DESIGN PARAMETERS:

· TDH: COORDINATE WITH MEP PLANS

· WET WELL SHALL HOLD MINIMUM 200 GALLONS BELOW THE INLET INVERT

· FORCE MAIN WILL BE APPROXIMATELY 57' AND WILL BE SIZE AS APPROPRIATE

FOR THE PUMPS

· SYSTEM SHALL INCLUDE DUPLEX PUMPS ACCESSIBLE VIA A RAIL SYSTEM

· THE PUMP STATION SHALL HAVE A FRAME AND COVER THAT IS FLUSH WITH

FINISHED GRADE

SEE DETAILED GRADING PLAN FOR WALL HEIGHT

ADHERE CAP UNIT

TO TOP UNIT

CONCRETE ADHESIVE

MODULAR CONCRETE

FACING UNITS

BURY 1 BLOCK

PROVIDE SWALE AT TOE OF SLOPE

TOPSOIL

GRAVEL DRAINAGE FILL

GEOGRID, MIRAGRID 5T

FILTER FABRIC

6" PROCESSED AGGREGATE LEVELING PAD

NOTE:

CONTRACTOR SHALL SUBMIT A RETAINING WALL DESIGN BY A MANUFACTURER REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE ENGINEER. THE SHOP DRAWING SHALL INCLUDE HORIZONTAL AND VERTICAL DIMENSION, AS WELL AS ALL OTHER ASSEMBLED APPURTENANCES AND NOTES NECESSARY TO CONSTRUCT THE RETAINING WALL.

MODULAR CONCRETE BLOCK RETAINING WALL

SCALE: NONE

(MIN. 1.5FT BEHIND RETAINING WALL)

COMPACTED STONE MULCH

(34" DIA. WASHED RIVER STONE)

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

N.T.S.

WASHED RIVER STONE GRAVEL BED

SCALE: NONE

DEMOLITION LEGEND: KEYED INTO PLAN

REMOVE EXISTING WALL

REMOVE DOOR AND FRAME

REMOVE EXTERIOR MASONRY WALL CONSTRUCTION

REMOVE SINK AND ASSOCIATED PIPING BACK TO SOURCE. REFER TO GENERAL

DEMOLITION NOTE 4 FOR PLUMBING INFORMATION

REMOVE SHELVING. SUPPLIES TO BE REMOVED BY OWNER.

REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY AND ASSOCIATED HARDWARE.

REMOVE EXISTING DOOR, HARDWARE, FRAME AND TRANSOM WINDOW IN IT'S

ENTIRETY.

REMOVE EXISTING DOOR AND HARDWARE. MAINTAIN EXISTING FRAME AND PATCH

WHERE HARDWARE HAS BEEN REMOVED.

REMOVE EXISTING CEILING, GRID AND ASSOCIATED FIXTURES. REFER TO MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

REMOVE EXISTING METAL FIRE ESCAPE AND ASSOCIATED HARDWARE. PATCH &

REPAIR MASONRY FACADE.

REMOVE EXISTING FLOORING, BASEBOARD AND ANY ASSOCIATED SUBSTRATE AND

PREPARE SLAB FOR NEW FLOORING.

EXISTING HARD CEILING TO REMAIN. REMOVE EXISTING CEILING FIXTURES.

1. ANY DEMOLITION WORK ASSOCIATED WITH NEW WORK THAT IS NOT SPECIFICALLY NOTED

ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.

2. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE THE PROPERTY OF THE CONTRACTOR

AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE.

3. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN ACCORDANCE

WITH THE REQUIREMENTS OF THE PUBLIC AGENCY HAVING JURISDICTION.

4. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVE, LEAVING

SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS AND SPECIFIED

ELSEWHERE.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE USER.

6. THIS DRAWING DOES NOT DEPICT THE FULL EXTENT OF DEMOLITION. ADDITIONAL ITEMS

SCHEDULED FOR DEMOLITION MAY BE FOUND ON OTHER DRAWINGS. CONSTRUCTION

MANAGER IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK WITH ALL PARTIES

INVOLVED.

7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE, LOCAL

CODES & ORDINANCES.

8. ALL EXISTING (FREESTANDING) FURNITURE ITEMS IN ALL ROOMS UNDER SCOPE OF WORK TO

BE REMOVED BY OWNER.

9. DEMOLITION CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,

MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

10. REMOVE ALL INTERIOR WALLS SHOWN DOTTED, ALONG WITH ALL ASSOCIATED TACK

BOARDS, CHALK BOARDS, MARKER BOARDS, ETC. EXERCISE CAUTION SO AS NOT TO DISTURB

OR DAMAGE ADJACENT SURFACES SCHEDULED TO REMAIN.

11. REMOVE ALL PLUMBING FIXTURES INCLUDING SINKS, WATER CLOSETS, URINALS, SLOP SINKS

AND DRINKING FOUNTAINS WITHIN DEMOLITION AREAS. REMOVE AND CAP ALL PLUMBING

LINES BEHIND FINISHED WALL AND FLOOR SURFACES. REFER TO PLUMBING DEMOLITION

DRAWINGS FOR RELATED INFORMATION.

12. REMOVE ALL DOORS AND DOOR FRAMES SHOWN IN FULLY DEMOLISHED PARTITIONS ONLY,

UNLESS NOTED OTHERWISE.

13. REMOVE ALL RADIATION UNITS, H.V.A.C. RUNS, MECHANICAL UNITS, INFORMATION.

14. REMOVE ALL ELECTRICAL LIGHTING FIXTURES, ELECTRICAL RUNS, ASSOCIATED DEVICES.

REFER TO ELECTRICAL DEMOLITION DRAWINGS FOR RELATED INFORMATION.

15. REFER TO SITE PLANS FOR SITE DEMOLITION NOTES.

16. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

17. REMOVE ALL EXISTING FLOOR SYSTEMS I.E. VINYL TILE, SHEET VINYL, CERAMIC TILE, MASTIC, MUD SET, ETC. AT ALL AREAS WHERE A NEW FLOOR IS SCHEDULED. REF. FINISH PLANS &

SCHEDULE. PREP FLOORS TO RECEIVE NEW FINISHES.

18. ALL EXISTING LAY IN CEILING PANELS TO BE REMOVED BY THE ABATEMENT CONTRACTOR

WHERE NEW CEILINGS ARE SCHEDULED. REFER TO ASBESTOS ABATEMENT PLANS AND

REFLECTED CEILING PLANS.

19. REMOVE ALL CEILING GRIDS (CORRIDOR CEILING GRID TO BE REMOVED BY THE ABATEMENT

CONTRACTOR), GYPSUM CEILINGS AND SUSPENSION SYSTEMS AT ALL AREAS WHERE NEW

CEILINGS ARE SCHEDULED. REFER TO REFLECTED CEILING PLANS.

20. REMOVE ALL EXISTING BUILT-IN MILLWORK SHOWN DOTTED INCLUDING SINKS, ASSOCIATED

PLUMBING & ELECTRICAL BACK TO SOURCE OR PANEL AS REQ'D.

21. ALL WINDOW SYSTEMS SCHEDULED FOR DEMOLITION TO BE REMOVED BY THE ABATEMENT

CONTRACTOR.

22. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL

EXTENT OF THE WORK ONLY.

23. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE

INTENT OF THE PLANS AND SPECIFICATIONS.

24. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING /SITE UNLESS OTHERWISE

NOTED. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TO REMAIN OWNERS

PROPERTY. THE PROJECT SITE/ BUILDING SHALL BE CLEANED OF DEBRIS ON A DAILY BASIS.

CONSTRUCTION MANAGER WILL COORDINATE AND INSTRUCT WHICH

25. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY OR

PERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND

CONSTRUCTION.

26. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPED OFF

BEHIND FINISHES, UNLESS OTHERWISE NOTED. REFER TO MECHANICAL / ELECTRICAL /

PLUMBING DRAWINGS FOR ADDITIONAL DEMO. INFORMATION.

27. GENERAL TRADES CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS

INDICATED. MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING

ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICH ARE NOT

NOTED TO REMAIN, SHALL BE FILLED AND /OR PATCHED TO MATCH THE ADJACENT EXISTING

OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

28. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BE FILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISH AS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

29. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL, MECHANICAL,

PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

30. COORDINATE DEMOLITION EFFORTS WITH ASBESTOS ABATEMENT WORK.

31. EXISTING CONDITIONS SHALL BE STUDIED PRIOR TO BIDDING TO FAMILIARIZE YOURSELF

WITH THE BUILDING AND INTENTIONS OF THE FINAL WORK AND THE REQUIRED

DEMOLITION, INCLUDING ALL MECH., ELECT., PLUMB., TECH., STRUCTURAL AND GENERAL

CONSTRUCTION ITEMS REQUIRING REMOVAL.

32. NO ELECTRICAL, TECHNOLOGY WIRING OR PNEUMATIC LINES ARE TO BE ABANDONED IN

PLACE.

33. REFER TO SPECS FOR CUTTING & PATCHING, FLOOR PREP AND SELECTIVE DEMOLITION.

GENERAL DEMOLITION NOTES

DEMOLISH EXISTING LOW WALL AND RADIATOR.

5 5

LIMIT OF FLOOR DEMOLITION

DEMOLISH WALL TO A MINIMUM

HEIGHT OF 7'-0" FOR NEW OPENING.

PROVIDE CLEAN, SMOOTH FINISH.

PATCH AND REPAIR WALL AT LIMIT OF

DEMOLITION TO CREATE FLUSH CONDITION, TYP.

LIMIT OF FLOOR DEMOLITION

LIMIT OF FLOOR DEMOLITION

4'-7 1/2" DEMOLISH WALL TO EXTENT

REQUIRED TO CREATE A 7'-0" HIGH

OPENING

PATCH AND REPAIR WHERE

WALL IS REMOVED. CREATE A

FLUSH AND LIKE NEW

CONDITION

LIMIT OF FLOOR DEMOLITION

APPROXIMATE LIMIT OF FLOOR

DEMOLITION. CAREFULLY REMOVE

EXISTING WOOD THRESHOLD AND

RETAIN FOR REINSTALLATION AFTER

NEW FLOORING IS INSTALLED.

12 2

REMOVE EXISTING

SHELVING IN IT'S ENTIRETY

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

As indicated

D1.1

DEMOLITION FLOOR

PLANS

DRIGGS

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

77 Woodlawn Terrace

Waterbury, CT 06710

BKH

JMY

2022_049A

1/15/2026

151-0315 LUE

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

FIRST FLOOR DEMOLITION PLAN

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

SECOND FLOOR DEMOLITION PLAN

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

THIRD FLOOR DEMOLITION PLAN

REVISIONS

A3.1

A6.1

A3.1

A3.1

LOBBY

CORRIDOR

TEACHER

WORK ROOM

DOWNSPOUT FROM HOISTWAY ROOF ABOVE,

REFER TO ROOF PLANS

INFILL EXISTING OPENING TO

MATCH ADJACENT CONSTRUCTION

3'-4"…