27-06 - Shennecossett Prefab Restroom Facility Drawing Set.pdf

PROJECT LOCATION

PROJECT LOCATION

SILVER

203 230 9007

3190 WHITNEY AVENUE HAMDEN

silverpetrucelli.com

CT 06320

ASSOCIATESPETRUCELLI +

CT 06518

311 STATE STREET NEW LONDON

ARCHITECT:

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

M/E/P/FP:

SILVER PETRUCELLI & ASSOC.

3190 WHITNEY AVENUE, HAMDEN CT 06518

311 STATE STREET NEW LONDON, CT 06320

PHONE 203 230 9007 silverpetrucelli.com

NOT FOR CONSTRUCTION

NOT FOR CONSTRUCTION

FULL SCALE PRINT: 30x42"

08/17/2026

DRAWING LIST

1 1/2" = 1'-0"1 VICINITY MAP

1 1/2" = 1'-0"2 LOCATION MAP

TOWN COUNCIL TOWN MANAGER

JOHN BURT

A000 GENERAL NOTES

A100 SITE PLAN & DETAILS

A101 SITE DETAILS

A102 CXT - FLOOR PLAN (FOR REFERENCE ONLY)

A103 CXT - BUILDING SECTIONS (FOR REFERENCE ONLY)

A104 CXT - EXTERIOR ELEVATIONS (FOR REFERENCE ONLY)

A105 CXT - FIELD STUB-UP LOCATION (FOR REFERENCE ONLY)

A106 CXT FOUNDATION DETAILS (FOR REFERENCE ONLY)

A107 BID ALTERNATE:

CXT - STEM WALL FOUNDATION & DETAILS

(FOR REFERENCE ONLY)

JULIETTE PARKER, MAYOR

PORTIA BORDELON

BRUCE JONES

DAVID MCBRIDE

ROSCOE MERRITT

ADAM J. PUCCINO, SR

JOE BARIL

DAVID GOODE

KEVIN FITZGERALD

JONATHAN J. REINER, AICP

DIRECTOR OF PLANNING,

DEVELOPMENT, AND

PUBLIC WORKS

BID SET

PROJECT TITLE:

PreFab Restroom Facility 284 Plant Street Groton, CT 06340

Shennecossett Golf Course

CONTRACT NO. 27-06

PROJECT DESCRIPTION

CODE SUMMARY

APPLICABLE CODES

2022 CONNECTICUT STATE BUILDING CODE

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2020 NATIONAL ELECTRICAL CODE (NEC)

ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2009 ICC/ANSI A117.1 (IF REQUIRED BY LOCAL AHJ INTERPRETATION)

CONNECTICUT PUBLIC HEALTH CODE (AS APPLICABLE)

OCCUPANCY CLASSIFICATION

ACCESSORY PUBLIC RESTROOM FACILITY

(GROUP CLASSIFICATION TO BE CONFIRMED WITH AHJ)

CONSTRUCTION TYPE

PREFABRICATED PRECAST CONCRETE STRUCTURE

(PER MANUFACTURER)

FIRE PROTECTION

BUILDING NOT SPRINKLERED.

ACCESSIBILITY NOTES

1. ACCESSIBLE EXTERIOR ROUTES, WALKS, AND LANDINGS SHALL COMPLY WITH

ICC A117.1 AND APPLICABLE CONNECTICUT ACCESSIBILITY REQUIREMENTS.

2. MAXIMUM RUNNING SLOPE OF ACCESSIBLE WALKS SHALL BE 1:20 UNLESS

OTHERWISE NOTED.

3. MAXIMUM CROSS SLOPE SHALL BE 2%.

4. ACCESSIBLE MANEUVERING CLEARANCES AND LANDINGS SHALL BE PROVIDED

AT ALL ENTRANCES.

5. PREFABRICATED RESTROOM BUILDING SHALL BE MANUFACTURER-CERTIFIED

ADA COMPLIANT.

6. FINAL ACCESSIBILITY COMPLIANCE SUBJECT TO MANUFACTURER SHOP

DRAWING COORDINATION.

DEFERRED SUBMITTALS

THE FOLLOWING ITEMS MAY BE SUBMITTED AS DEFERRED SUBMITTALS FOR PERMIT

REVIEW:

1. MANUFACTURER SEALED RESTROOM BUILDING DRAWINGS

2. STRUCTURAL CALCULATIONS

3. ANCHORAGE REQUIREMENTS

4. FOUNDATION REACTION LOADS

5. UTILITY CONNECTION REQUIREMENTS

6. ELECTRICAL REQUIREMENTS

7. PRODUCT DATA AND FINISH SELECTIONS

GENERAL PROJECT NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND CONNECTION

LOCATIONS PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH LOCAL

AUTHORITIES AND UTILITY PROVIDERS.

4. CONTRACTOR SHALL COORDINATE DELIVERY, CRANE ACCESS, AND

INSTALLATION REQUIREMENTS WITH PREFABRICATED BUILDING

MANUFACTURER.

5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

6. ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH EXISTING CONDITIONS.

7. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL

CODES.

8. FINAL FOUNDATION SYSTEM SHALL BE COORDINATED WITH MANUFACTURER

REQUIREMENTS.

FP101 - FLOOR PLAN - FIRE PROTECTION

(FOR REFERENCE ONLY)

FP101

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PRE-FAB RESTROOM & SITE:

THE PROJECT CONSISTS OF THE INSTALLATION OF A PREFABRICATED PRECAST CONCRETE RESTROOM FACILITY, INCLUDING ASSOCIATED SITE WORK, CONCRETE WALKS AND LANDINGS, UTILITY CONNECTIONS, FOUNDATION/SLAB SYSTEM, AND ACCESSIBLE EXTERIOR ROUTE IMPROVEMENTS.

THE RESTROOM STRUCTURE SHALL BE A PRE-ENGINEERED PREFABRICATED UNIT BY CXT OR APPROVED EQUAL. FINAL MANUFACTURER SHOP DRAWINGS AND ENGINEERING SHALL BE SUBMITTED FOR REVIEW AND COORDINATION.

FIRE PROTECTION SITE WORK:

INSTALL NEW 6" FIRE MAIN TO EXISTING MAINTENANCE FACILITY. CONNECTION TO AND INSTALLATION OF INTERIOR BUILDING FIRE PROTECTION SYSTEM BY OTHERS.

GENERAL NOTES

A000

GENERAL NOTES:

1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,

DIMENSIONS, AND ELEVATIONS PRIOR TO CONSTRUCTION. REPORT

DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING.

2.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING

UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCING

WORK. CONTACT "CALL BEFORE YOU DIG" (811) PRIOR TO

EXCAVATION.

3.CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS,

INSPECTIONS, AND APPROVALS REQUIRED TO COMPLETE THE WORK.

4.MAINTAIN ACCESS TO THE GOLF COURSE FACILITIES AND ADJACENT

ROADWAYS DURING CONSTRUCTION UNLESS OTHERWISE APPROVED

BY THE OWNER.

5.PROTECT ALL EXISTING IMPROVEMENTS, UTILITIES, TREES, AND

LANDSCAPING TO REMAIN. DAMAGE CAUSED BY CONSTRUCTION

SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

EARTHWORK:

1.CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND

UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

2.ALL DISTURBED AREAS SHALL BE RESTORED TO MATCH EXISTING

GRADES.

3.COMPACT ALL STRUCTURAL FILL TO A MINIMUM OF 95% OF THE

MAXIMUM DRY DENSITY (ASTM D1557).

4.PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. PROVIDE

A MINIMUM 5% SLOPE FOR THE FIRST 10 FEET ADJACENT TO THE

BUILDING. INSTALL A SHALLOW DRAINAGE SWALE AS SHOWN TO

INTERCEPT AND CONVEY SURFACE RUNOFF TOWARD THE ROADWAY.

5.FINISH GRADE SHALL BE FREE OF PONDING.

GRADING:

1.PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING ON ALL

SIDES.

2.PROVIDE A MINIMUM 5.0% SLOPE FOR THE FIRST 10 FEET ADJACENT

TO THE BUILDING, WHERE FEASIBLE.

3.PROVIDE A SHALLOW DRAINAGE SWALE AS SHOWN TO INTERCEPT

AND CONVEY SURFACE RUNOFF TOWARD THE ROADWAY.

4.FINISH GRADES SHALL BE SMOOTH AND FREE OF DEPRESSIONS,

ABRUPT TRANSITIONS, OR PONDING.

5.CONTRACTOR SHALL ADJUST FINAL GRADES AS NECESSARY TO

MAINTAIN POSITIVE DRAINAGE.

PREFABRICATED BUILDING FOUNDATION:

1.PROVIDE COMPACTED GRANULAR SUBBASE IN ACCORDANCE WITH

THE PREFABRICATED BUILDING MANUFACTURER'S REQUIREMENTS.

2.PROVIDE A MINIMUM 6-INCH THICK LAYER OF COMPACTED 3/4-INCH

MINUS CRUSHED STONE BELOW THE BUILDING UNLESS OTHERWISE

REQUIRED BY THE MANUFACTURER.

3.SUBBASE SHALL EXTEND BEYOND THE BUILDING FOOTPRINT AS

REQUIRED BY THE MANUFACTURER.

4.FINAL FOUNDATION, SUBBASE THICKNESS, ANCHORAGE, AND

REACTION REQUIREMENTS SHALL BE PROVIDED BY THE

PREFABRICATED BUILDING MANUFACTURER.

5.COORDINATE ALL FOUNDATION REQUIREMENTS WITH THE FINAL

MANUFACTURER SHOP DRAWINGS PRIOR TO CONSTRUCTION.

CONCRETE:

1.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF 4,000 PSI.

2.ALL EXTERIOR CONCRETE SHALL RECEIVE A LIGHT BROOM FINISH

UNLESS OTHERWISE NOTED.

3.PROVIDE CONTROL JOINTS AT 5 FEET ON CENTER MAXIMUM AND

EXPANSION JOINTS AT BUILDINGS, EXISTING CONCRETE, AND OTHER

FIXED OBJECTS.

4.ALL EXPOSED CONCRETE EDGES SHALL RECEIVE A 1/2-INCH RADIUS

TOOL FINISH.

5.SIDEWALKS SHALL COMPLY WITH ICC A117.1 ACCESSIBILITY

REQUIREMENTS. MAXIMUM CROSS SLOPE SHALL BE 2%.

PAVEMENT:

1.SAWCUT EXISTING PAVEMENT TO PROVIDE CLEAN VERTICAL

EDGES.

2.RESTORE PAVEMENT TO MATCH EXISTING THICKNESS, MATERIALS,

AND SURFACE FINISH.

3.RESTORE CURBING DISTURBED DURING CONSTRUCTION TO MATCH

EXISTING.

UTILITIES:

1.COORDINATE ALL WATER, SANITARY, ELECTRICAL, AND

COMMUNICATION CONNECTIONS WITH THE PREFABRICATED

BUILDING MANUFACTURER.

2.VERIFY UTILITY STUB LOCATIONS PRIOR TO BUILDING DELIVERY.

3.PROVIDE THE WINTERIZATION PIT AS DETAILED.

4.ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED IN

LIFTS.

EROSION CONTROL:

1.INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS

PRIOR TO COMMENCING EARTH DISTURBANCE.

2.MAINTAIN EROSION CONTROL MEASURES UNTIL FINAL SITE

STABILIZATION IS COMPLETE.

3.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER FINAL

ACCEPTANCE.

SITE RESTORATION:

1.RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF 4 INCHES OF

TOPSOIL, SEED, AND MULCH UNLESS OTHERWISE NOTED.

2.REMOVE EXCESS MATERIALS, DEBRIS, AND EQUIPMENT FROM THE

SITE UPON COMPLETION OF THE WORK.

3.CLEAN ALL PAVED SURFACES AND LEAVE THE SITE IN A NEAT

CONDITION.

T.O. SLAB EXISTING SLAB

VAPOR BARRIER

WELDED WIRE FABRIC - REFER TO

REBARS AND DOWELING INTO

ADJACENT SLAB, 6" MIN

EMBEDMENT, 12" 0.C.

COMPACTED STONE

FILL

NEW 6" PIPE PENETRATION

THROUGH SLAB - REFER TO

DETAIL 3/SU-2 (CIVIL).

TYPICAL UTILITY TRENCH INFILL

1-1/2"=1'-0"7

SIM5

NOT USED

FOR

REFERENCE

ONLY

CXT - FLOOR PLAN

(FOR REFERENCE ONLY) 2

SPA LOCKSET NOTE:

PROVIDE ALARM LOCK TRILOGY DL2800

SERIES WEATHER-RESISTANT

ELECTRONIC KEYPAD LEVER LOCK,

SATIN CHROME (US26D), WITH AUDIT

TRAIL, BATTERY OPERATION,

MECHANICAL KEY OVERRIDE, AND

ADA-COMPLIANT LEVER. PROVIDE

COMPLETE WITH ALL REQUIRED

ACCESSORIES FOR A FULLY FUNCTIONAL

INSTALLATION.

PAPER TOWEL DISPENSER

PREFABRICATED

RESTROOM

MANUFACTURER

SELECTIONS:

THE PREFABRICATED RESTROOM

BUILDING SHALL BE PROVIDED

COMPLETE WITH ALL OWNER-SELECTED

MANUFACTURER OPTIONS, INCLUDING

BUT NOT LIMITED TO PLUMBING

FIXTURES, ACCESSORIES, DOOR

HARDWARE, SIGNAGE, AND EQUIPMENT.

REFER TO THE APPROVED

MANUFACTURER'S SHOP DRAWINGS,

OPTION SELECTIONS, AND PURCHASE

DOCUMENTS FOR FINAL

CONFIGURATION. COORDINATE ALL

ITEMS WITH THE OWNER PRIOR TO

FABRICATION.

ONLY

PREFABRICATED

RESTROOM

MANUFACTURER

SELECTIONS:

THE PREFABRICATED RESTROOM

BUILDING SHALL BE PROVIDED

COMPLETE WITH ALL OWNER-SELECTED

MANUFACTURER OPTIONS, INCLUDING

BUT NOT LIMITED TO PLUMBING

FIXTURES, ACCESSORIES, DOOR

HARDWARE, SIGNAGE, AND EQUIPMENT.

REFER TO THE APPROVED

MANUFACTURER'S SHOP DRAWINGS,

OPTION SELECTIONS, AND PURCHASE

DOCUMENTS FOR FINAL

CONFIGURATION. COORDINATE ALL

ITEMS WITH THE OWNER PRIOR TO

FABRICATION.

PAPER TOWEL DISPENSER

SPA LOCKSET NOTE:

PROVIDE ALARM LOCK TRILOGY DL2800

SERIES WEATHER-RESISTANT

ELECTRONIC KEYPAD LEVER LOCK,

SATIN CHROME (US26D), WITH AUDIT

TRAIL, BATTERY OPERATION,

MECHANICAL KEY OVERRIDE, AND

ADA-COMPLIANT LEVER. PROVIDE

COMPLETE WITH ALL REQUIRED

ACCESSORIES FOR A FULLY FUNCTIONAL

INSTALLATION.

SKYLIGHTS NIS

REMOVE

SKYLIGHTS NIS

REMOVE

SKYLIGHTS NIS

REMOVESKYLIGHTS NIS

REMOVE

SPA LOCKSET NOTE:

PROVIDE ALARM LOCK TRILOGY DL2800

SERIES WEATHER-RESISTANT

ELECTRONIC KEYPAD LEVER LOCK,

SATIN CHROME (US26D), WITH AUDIT

TRAIL, BATTERY OPERATION,

MECHANICAL KEY OVERRIDE, AND

ADA-COMPLIANT LEVER. PROVIDE

COMPLETE WITH ALL REQUIRED

ACCESSORIES FOR A FULLY FUNCTIONAL

INSTALLATION.

CXT - BUILDING SECTIONS

(FOR REFERENCE ONLY)

ONLY

PREFABRICATED

RESTROOM

MANUFACTURER

SELECTIONS:

THE PREFABRICATED RESTROOM

BUILDING SHALL BE PROVIDED

COMPLETE WITH ALL OWNER-SELECTED

MANUFACTURER OPTIONS, INCLUDING

BUT NOT LIMITED TO PLUMBING

FIXTURES, ACCESSORIES, DOOR

HARDWARE, SIGNAGE, AND EQUIPMENT.

REFER TO THE APPROVED

MANUFACTURER'S SHOP DRAWINGS,

OPTION SELECTIONS, AND PURCHASE

DOCUMENTS FOR FINAL

CONFIGURATION. COORDINATE ALL

ITEMS WITH THE OWNER PRIOR TO

FABRICATION.

CXT - EXTERIOR ELEVATIONS

(FOR REFERENCE ONLY)

WALL LOUVER (TYP.)

NAPA VALLEY

ROCK TEXTURE

BOARD & BATT TEXTURE

NAPA VALLEY

ROCK TEXTURE

BOARD & BATT TEXTURE

CEDAR SHAKE TEXTURE

WALL LOUVER (TYP.)

WALL LOUVER (TYP.)

NAPA VALLEY

ROCK TEXTURE

BOARD & BATT TEXTURE

WALL LOUVER (TYP.)

FOR REFERENCE ONLY

NEEDS TO SHOW

DRINKING

FOUNTAIN.

DOES SPA NEED

ANY NOTES OR

DETAILS FOR THIS -

JIM S.

SPA FOUNDATION NOTE:

FOUNDATION SHOWN FOR REFERENCE. FINAL

FOUNDATION/SUBBASE DESIGN SHALL BE

PROVIDED, ENGINEERED, AND STAMPED BY CXT

BASED UPON THE PURCHASED RESTROOM UNIT.

CONTRACTOR SHALL COORDINATE FOUNDATION

REQUIREMENTS WITH MANUFACTURER.

”(3) HIT-HY 200 + HAS-V-36 HDG - 3/4"

WITH 5" EFFECTIVE EMBEDMENT

(ESR-3187)

(2) 1 1/2" BOLT TO B18 COIL CAST IN

SLAB

1'-2"

4"

9" 2 1/2"2 1/2"

1"

4 1/2" 4 1/2"

ANCHOR PLATE (TYP 4 PLCS)1

1'-10"

BID ALTERNATE:

CXT - STEM WALL

FOUNDATION & DETAILS

(FOR REFERENCE ONLY)

SPA FOUNDATION NOTE:

FOUNDATION SHOWN FOR REFERENCE. FINAL

FOUNDATION/SUBBASE DESIGN SHALL BE

PROVIDED, ENGINEERED, AND STAMPED BY CXT

BASED UPON THE PURCHASED RESTROOM UNIT.

CONTRACTOR SHALL COORDINATE FOUNDATION

REQUIREMENTS WITH MANUFACTURER.

PROVIDE

SIDEWALL SPRINKLER

TO PROTECT BELOW

OPEN OVERHEAD

DOOR (TYPICAL)

SPK

6" BURIED FIRE MAIN SERVICE WITH

MIN. OF 5'-0" COVER. SEE CIVIL

PLANS FOR CONTINUATION.

6"F

ELECTRIC ALARM BELL.

FDC

WALL MOUNTED FIRE DEPARTMENT

CONNECTION.

DOUBLE CHECK VALVE ASSEMBLY.

ALARM VALVE/RISER.

SP

K

SUPERINTENDENT

BREAK

ROOM

SUPERINTENDENT

COMPRESSOR

TANK

ROOM

PARTS

STORAGE

ROOM

KEEP

CLEAR

KEEP

CLEAR

PROVIDE

SIDEWALL SPRINKLER

TO PROTECT BELOW

OPEN OVERHEAD

DOOR (TYPICAL)

PROVIDE

SIDEWALL SPRINKLER

TO PROTECT BELOW

OPEN OVERHEAD

DOOR (TYPICAL)

SPKSPKSPKSPKSPKSPKSPK

FP300

JES

1 FIRE PROTECTION FLOOR PLAN - MAINTENANCE BUILDING

1/4"=1'-0"

FLOOR PLAN - FIRE

PROTECTION FP101

Drawing Title:Revised By:Date:Description:Revision:Project Title: Date:

Scale:

Drawn By:

Project Number:

Drawing Number:

12/15/25

25-018

- -FIRE PROTECTION AND FIRE ALARM SYSTEM DESIGN AT:

GROTON SHENNENCOSSETT MAINTENANCE BUILDING

284 PLANT STREET

GROTON, CONNECTICUT 06340

AS INDICATED

SILVER

203 230 9007

3190 WHITNEY AVENUE HAMDEN

silverpetrucelli.com

CT 06320

ASSOCIATESPETRUCELLI +

CT 06518

311 STATE STREET NEW LONDON

Project Phase:

100% CONSTRUCTION DOCUMENTS

T.O. SLAB

PLACEMENT OF UTILIES / PLUMBING

WIDTH OF SLAB CUT - COORDINATE WITH

EXISTING SLAB

VAPOR BARRIER

WELDED WIRE FABRIC

V.

I.F

COMPACTED STONE

FILL

1 1/2" = 1'-0"

TYPICAL UTILITY TRENCH INFILL

FOR REFERENCE ONLY – MAINTENANCE

FACILITY INTERIOR FIRE PROTECTION

SYSTEM BY OTHERS.

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#4 REBAR AND DOWELING INTO ADJACENT SLAB, 6" MIN, EMBEDMENT, 12" O.C.

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NEW 6" PIPE PENETRATION THROUGH SLAB — REFER TO DETAIL 3/SU-2 (CIVIL).

ttack Arrow ttack Line ttack Text Box ttack Text Box TYP. TRENCH CUT & PATCH – SEE DETAIL 2-FP101. SAWCUT AND REMOVE SLAB: ~24–30" SQUARE (OR 24"×30") ttack Arrow ttack Line ttack Snapshot