RFQ27006893 Drawings formatted.pdf

N

NO SCALE

LOCATION MAP

PREPARED BY:

PREPARED FOR:

100% DESIGN (FOR REVIEW)

NOT FOR CONSTRUCTION

MAY 1, 2026

KINGSTON, RHODE ISLAND

PROJECT

LOCATION

P lo tt e d O n

T ig h e

B o n d

UNIVERSITY OF RHODE ISLAND

CAPITAL PROGRAM DESIGN & DELIVERY

COMPLETE SET 55 SHEETSA

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ROBERT L. CAROTHERS LIBRARY

ELECTRICAL SERVICE UPGRADE

URI Proj. #: KC.G.CARO.2023.001

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

P lo tt e d O n

DESIGNED/CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

DATE:

PROJECT NO:

SCALE:

University of Rhode Island

T ig h e

B o n d

B y

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR BIDDING

OR CONSTRUCTION PURPOSES.

L a s t

S a v e d

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

NO SCALE

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SHEET INDEX

G-002

JLC

RJW, JRU

RAK, SG

MAY 1, 2026

R0318-070A

R A K

S G

R0318-070A-G-002

SHEET NO. DRAWING NO. DRAWING TITLE

GENERAL

1 G-001 COVER SHEET

CIVIL

C-001

C-100

C-101

C-501 CIVIL DETAILS

DEMOLITION & SITE PREPARATION PLAN - 1

CIVIL GENERAL NOTES, LEGEND & ABBREVIATIONS

LANDSCAPE

ARCHITECTURAL

A-001 ARCHITECTURAL EGRESS PLAN

AD-101 ARCHITECTURAL PARTIAL GROUND FLOOR DEMOLITION PLAN

A-101 ARCHITECTURAL PARTIAL GROUND FLOOR PLAN16

S-001 STRUCTURAL GENERAL NOTES

S-100 STRUCTURAL SLAB PLAN

S-101 STRUCTURAL PARTIAL GROUND FLOOR PLAN

SD-100 STRUCTURAL DEMOLITION SITE PLAN

S-301 STRUCTURAL SLAB PLANS

S-302 STRUCTURAL DETAILS AND SECTIONS - 1

L-100

L-200

L-201

L-202

LANDSCAPE MATERIALS AND LAYOUT PLAN

LANDSCAPE DETAIL

LANDSCAPE DETAIL

LANDSCAPE DETAIL

C-102 CIVIL SITE PLAN

C-501 CIVIL DETAILS - 2

DEMOLITION & SITE PREPARATION PLAN - 2

STRUCTURAL

S-303 STRUCTURAL DETAILS AND SECTIONS - 2

E-001

E-002

ELECTRICAL LEGEND

ELECTRICAL GENERAL NOTES

ED-003 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM - 1

ED-004 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM - 2

ED-100.1 ELECTRICAL DEMOLITION SITE PLAN SOUTH

ELECTRICAL

E-003 ELECTRICAL ONE-LINE DIAGRAM - 1

E-004 ELECTRICAL ONE-LINE DIAGRAM - 2

E-005 ELECTRICAL ONE-LINE DIAGRAM - 3

ED-101 ELECTRICAL DEMOLITION GROUND FLOOR PLAN

E-100 ELECTRICAL SITE PLAN

E-101 ELECTRICAL POWER GROUND FLOOR PLAN

E-006 ELECTRICAL SCHEDULES - 1

E-501 ELECTRICAL ELECTRICAL DETAILS - 1

38 ED-100.2 ELECTRICAL DEMOLITION SITE PLAN NORTH

HVAC

H-001 HVAC LEGEND, GENERAL NOTES, AND SCHEDULES

E-502 ELECTRICAL ELECTRICAL DETAILS - 2

E-503 ELECTRICAL ELECTRICAL DETAILS - 3

FIRE ALARM

FAD-101 FIRE ALARM DEMOLITION GROUND FLOOR PLAN

FA-101 FIRE ALARM GROUND FLOOR PLAN

ED-102

E-007

E-008

ELECTRICAL SCHEDULES - 2

ELECTRICAL SCHEDULES - 3

E-102 ELECTRICAL LIGHTING GROUND FLOOR PLAN

LIGHTING & FIRE ALARM DEMOLTION GROUND FLOOR PLAN

A-401

A-402

A-403

A-601

G-002 SHEET INDEX

ARCHITECTURAL DOOR SCHEDULE AND DETAILS

ARCHITECTURAL SECONDARY ELEC ROOM CEILING PLAN AND DTLS

ARCHITECTURAL MAIN ELEC ROOM INTERIOR ELEVATIONS

ARCHITECTURAL WEST BUILDING PARTIAL ELEVATION

SHEET NO. DRAWING NO. DRAWING TITLE

30 HD-101 HVAC DEMOLITION GROUND FLOOR PIPING PLAN

31 H-101 HVAC GROUND FLOOR PIPING PLAN

32 H-501 HVAC DETAILS AND CONTROL DIAGRAMS

L-20313 LANDSCAPE DETAIL

SD-10123 STRUCTURAL DEMOLITION WALL SECTIONS

47 E-009 ELECTRICAL SCHEDULES - 4

MARK DATE DESCRIPTION

C-001

CIVIL GENERAL NOTES,

LEGEND & ABBREVIATIONS

THM/ALG

NR

NO SCALE

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

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SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-001.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

EROSION CONTROL AND RESOURCE AREA PROTECTION NOTES

1. PROVIDE ALL EROSION CONTROL MEASURES SHOWN, SPECIFIED, REQUIRED BY PERMIT, AND/OR REQUIRED BY THE ENGINEER PRIOR TO ANY CONSTRUCTION OR IMMEDIATELY UPON REQUEST. MAINTAIN SUCH CONTROL MEASURES UNTIL FINAL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS ESTABLISHED. INSPECT AFTER EACH RAINSTORM AND DURING MAJOR STORM EVENTS TO CONFIRM THAT ALL SEDIMENTATION AND EROSION CONTROL MEASURES

REQUIRED ARE IN PLACE AND EFFECTIVE.

2. INSTALL SILT SACKS OR OTHER APPROVED SEDIMENTATION BARRIERS IN/AT ALL CATCH BASINS IN THE PROJECT AREA. CONTRACTOR TO REPAIR AND REPLACE AS

NEEDED.

3. COMPACT, STABILIZE, AND LOAM AND SEED SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS REQUIRED BY PERMITS. GRADE SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS TO A MAXIMUM SLOPE OF 3 HORIZONTAL TO 1 VERTICAL (3H:1V), WHERE POSSIBLE. PROVIDE BIODEGRADABLE EROSION CONTROL BLANKETS TO PREVENT EROSION WHERE SLOPES ARE STEEPER THAN 3H:1V.

4. LOAM AND SEED ALL DISTURBED VEGETATED AREAS TO ESTABLISH COVER AND STABILIZATION AS SOON AS POSSIBLE FOLLOWING DISTURBANCE.

5. SETTLE OR FILTER ALL SILT-LADEN WATER FROM DEWATERING ACTIVITIES IN A SEDIMENTATION OR FILTER BAG TO REMOVE SEDIMENTS PRIOR TO RELEASE USING A

SEDIMENTATION OR FILTER BAG LOCATED DOWN-GRADIENT OF THE DEWATERED AREA.

6. REMOVE AND PROPERLY DISPOSE OF SILT TRAPPED AT BARRIERS IN UPLAND AREAS OUTSIDE BUFFER ZONES. REMOVE MATERIALS DEPOSITED IN ANY TEMPORARY SETTLING BASINS AT THE COMPLETION OF THE PROJECT. RESTORE ALL DISTURBED AREAS TO THEIR PRECONSTRUCTION CONDITION.

7. SWEEP, COLLECT, REMOVE AND DISPOSE OF ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS AT THE END OF EACH DAY.

8. MAINTAIN AN ADDITIONAL SUPPLY OF EROSION CONTROL MEASURES ON-SITE FOR EMERGENCY REPAIRS.

9. STORE FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS IN A SECONDARY CONTAINER AND REMOVE TO A SECURE LOCKED AND COVERED AREA DURING NON-WORK

HOURS.

10. PROVIDE A SUPPLY OF ABSORBENT SPILL RESPONSE MATERIALS SUCH AS BOOMS, BLANKETS, AND OIL ABSORBENT MATERIALS AT THE CONSTRUCTION SITE AT ALL TIMES TO CLEAN UP POTENTIAL SPILLS OF HAZARDOUS MATERIALS. IMMEDIATELY REPORT SPILLS OF HAZARDOUS MATERIALS TO THE STATE ENVIRONMENTAL AGENCY AND THE

MUNICIPALITY WHERE THE WORK IS OCCURRING.

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING DIGSAFE AT 1-888-344-7233 AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 72 HOURS PRIOR TO ANY DIGGING, TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING

OPERATIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION, WHETHER ABOVE OR BELOW GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER AND AT NO COST TO THE PROPERTY

OWNER.

3. NOT ALL OF THE UTILITY SERVICES TO BUILDINGS ARE SHOWN. THE CONTRACTOR SHALL ANTICIPATE THAT EACH PROPERTY HAS SERVICE CONNECTIONS FOR THE

VARIOUS UTILITIES.

4. NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE, DEPTH OR

MATERIAL.

5. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.

6. BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.

7. TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS WITHOUT WRITTEN

AUTHORIZATION FROM TIGHE & BOND.

8. EXCAVATE ADDITIONAL TEST PITS TO LOCATE EXISTING UTILITIES AS DIRECTED OR APPROVED BY THE ENGINEER.

9. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY, COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, AND WITH OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF WORK, THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK.

10. OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS AND

APPROVALS FROM THE JURISDICTIONAL AUTHORITIES.

11. SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY CODES.

12. PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THE CONTRACT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROM

DISTURBED AREAS FROM ENTERING THE DRAINAGE SYSTEM.

13. NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY APPLICABLE LAW, REGULATION, CODE, STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS.

14. EXCAVATE WITH EQUIPMENT SELECTED TO MINIMIZE DAMAGE TO EXISTING UTILITIES OR OTHER FACILITIES. HAND EXCAVATE AS NECESSARY TO LOCATE

UTILITIES AND AVOID DAMAGE.

15. TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK AND STAGING

AREAS AT THE COMPLETION OF EACH DAYS WORK.

16. NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUT

BACKFILLING IS PREFERRED.

17. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH THE WORK AREA, OR FOR SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED TRAFFIC CONTROL PLAN.

18. MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION.

19. WHEN WORKING IN THE ROAD, PROVIDE THE OWNER AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES A DETAILED PLAN OF APPROACH INDICATING METHODS OF PROPOSED TRAFFIC ROUTING ON A DAILY BASIS. PROVIDE COORDINATION TO ENSURE COMMUNICATION AND COORDINATION BETWEEN THE OWNER, CONTRACTOR

AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES THROUGHOUT THE CONSTRUCTION PERIOD.

20. REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS.

21. THE TERM "DEMOLISH" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

22. THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED OR NOTED ON

THE DRAWINGS.

23. ALL PROPOSED WORK MAY BE ADJUSTED IN THE FIELD BY THE OWNER'S PROJECT REPRESENTATIVE TO MEET EXISTING CONDITIONS.

24. TWO SURFICIAL SOIL SAMPLES WERE COLLECTED PROXIMATE TO THE ABOVEGROUND DIESEL FUEL STORAGE TANK (AST) AND LABORATORY ANALYZED FOR TOTAL PETROLEUM HYDROCARBONS (TPH) WITH RESULTS REPORTED BELOW THE LABORATORY METHOD REPORTING LIMIT (MRL). IF SIGNS OF CONTAMINATION (e.g.

ODORS, DISCOLORATION, DEBRIS, STAINING) ARE IDENTIFIED DURING EXCAVATION ACTIVITIES THE CONTRACTOR SHOULD NOTIFY THE ENGINEER AS SOON AS

POSSIBLE FOR FURTHER EVALUATION.

25. TELEVISION INSPECT EXISTING DRAINAGE PIPES TO BE MODIFIED PRIOR TO CONSTRUCTION. TELEVISION INSPECT PROPOSED DRAINAGE PIPE AFTER

INSTALLATION.

BASE PLAN NOTES

1. THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:

· SURVEY DRAWINGS PROVIDED BY WSP USA INC. TITLED "EXISTING CONDITIONS URI CAROTHERS LIBRARY KINGSTON, RHODE ISLAND" AND DATED

SEPTEMBER 30, 2024.

· SURVEY DRAWINGS PROVIDED BY HAGER GEOSCIENCE TITLED "GEOPHYSICAL SURVEY FOR UTILITIES & OBSTRUCTIONS ROBERT L. CAROTHERS LIBRARY

UNIVERSITY OF RHODE ISLAND KINGSTON, RI" AND DATED DECEMBER 2023.

2. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION (E.G., EXISTING UTILITIES) SHOWN ON THESE DRAWINGS IS NOT GUARANTEED AND SOME SUBSURFACE INFORMATION MAY NOT BE SHOWN. DETERMINE THE LOCATIONS AND ELEVATIONS OF ALL SUBSURFACE FEATURES WHICH MAY AFFECT CONSTRUCTION OPERATIONS BY TEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND OTHER SUBSURFACE FEATURES, AND/OR INTERRUPTIONS IN UTILITY SERVICE. PROVIDE DATA COLLECTED THROUGH THESE INVESTIGATIONS TO THE ENGINEER PRIOR TO CONSTRUCTING THE

PROPOSED IMPROVEMENTS.

3. THE DRAWINGS ARE BASED ON THE FOLLOWING DATUMS: HORIZONTAL-NAD83; VERTICAL-NAVD88

4. THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.

SURFACE RESTORATION NOTES

1. ALL PAVEMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. PROTECT PROJECT FEATURES (E.G., WALLS, FENCES, MAIL BOXES, SIGNS, SIDEWALKS, CURBING, STAIRS, WALKWAYS, TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION, INCLUDING

PROVIDING TEMPORARY SUPPORTS, WHEN APPROPRIATE.

3. IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITE FEATURES ONLY UPON APPROVAL OF ENGINEER. REPLACE ALL REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUAL OR BETTER IN QUALITY AND CONDITION TO THE ITEMS REMOVED.

4. EXISTING SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LAND SURVEYOR LICENSED IN THE STATE IN WHICH THE WORK IS PERFORMED AT NO

ADDITIONAL COST TO THE OWNER.

5. COORDINATE THE ADJUSTMENT OF EXISTING UTILITY STRUCTURES WITH EACH RESPONSIBLE UTILITY OWNER PRIOR TO RECONSTRUCTION AND/OR PAVING OPERATIONS. RAISE ALL STRUCTURES TO FINISHED GRADES PRIOR TO THE END OF THE CONSTRUCTION SEASON AND PRIOR TO FINISHED PAVING.

6. REPAIR DISTURBED PAVED SURFACES AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BY THE OWNER.

7. PLACE TEMPORARY BITUMINOUS CONCRETE PAVEMENT AT DISTURBED PORTLAND CEMENT CONCRETE SIDEWALKS AND DRIVEWAYS AT THE END OF EACH WORK WEEK, UNLESS

OTHERWISE APPROVED/REQUIRED BY THE OWNER.

8. TRANSFER ALL TEMPORARY BENCHMARKS, AS NECESSARY.

9. RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE PAYLINE LIMITS TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

10. REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBED BY THE WORK IN-KIND, UNLESS OTHERWISE NOTED. RESTORE

SURFACES TO EXISTING OR PROPOSED CONDITIONS AS INDICATED ON THE DRAWINGS.

11. PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS AND WALKING SURFACES.

EXISTING PROPOSEDDESCRIPTION

LIMITS OF WORK

INTERMEDIATE CONTOURS

INDEX CONTOURS

STORM DRAIN

SANITARY SEWER

WATER SERVICE

UNDERGROUND ELECTRIC

TELEPHONE LINE

CHAIN LINK FENCE

EDGE OF PAVEMENT

RETAINING WALL

EROSION CONTROL BARRIER

BOLLARD

DRAINAGE MANHOLE

CATCH BASIN

WATER SHUTOFF

ELECTRIC SERVICE MANHOLE

TELECOMMUNICATIONS MANHOLE

DECIDUOUS TREE

SAWCUT PAVEMENT

APPROXIMATE TRENCH LIMITS

ITEM TO BE DEMOLISHED

REMOVE & DISPOSE SIDEWALK/PAVEMENT

DEMOLISH LANDSCAPE AREA

CONCRETE SIDEWALK RESTORATION

PAVEMENT RESTORATION

E E

LEGEND ABBREVIATIONS

BIT BITUMINOUS

CONC CONCRETE

DI DUCTILE IRON

DMH DRAINAGE MANHOLE

EQUIP EQUIPMENT

FFE FINISHED FLOOR ELEVATION

GFI GROUND FAULT CIRCUIT INTERRUPTER

INV INVERT

LBS POUNDS

LSA LANDSCAPED AREA

MIN MINIMUM

PVC POLYVINYLCHLORIDE

RCP REINFORCED CONCRETE PIPE

RWS STONE RETAINING WALL

SF SQUARE FOOT

TYP TYPICAL

WWF WELDED WIRE FABRIC

D

LIMIT OF CONCRETE REMOVAL.

DEMOLISH SIDEWALK TO NEAREST JOINT

MATCH LINE C-101

TEMPORARY UNDERGROUND ELECTRIC SERVICE

(REFER TO ELECTRICAL DRAWINGS)

APPROXIMATE TRENCH LIMITS FOR TEMPORARY ELECTRIC SERVICE

EROSION CONTROL

BARRIER (TYP)

LIMIT OF WORK

REFER TO ELECTRICAL DRAWINGS

FOR ELECTRICAL DEMOLITION

DEMOLISH CONCRETE EQUIPMENT

PAD WEST OF COOLING TOWER

(REFER TO STRUCTURAL DRAWINGS

FOR EXTENT OF PAD DEMOLITION)

DEMOLISH LSA

DEMOLISH TREE

DEMOLISH CONCRETE SIDEWALK

DEMOLISH FUEL TANK AND

ASSOCIATED FUEL TANK PIPING IN

ACCORDANCE WITH LOCAL AND

STATE REGULATIONS

(REFER TO ELECTRICAL DRAWINGS)

DEMOLISH 6" DI WATER LINE TO LIMIT

OF WORK. CAP PIPE AT LIMIT OF WORK

AND FILL WITH FLOWABLE FILL

DEMOLISH 8" PVC

DEMOLISH SECTION OF 24" RCP

DEMOLISH DMH

CUT AND CAP 6"

DI WATER LINE

REMOVE 24" RCP TO NEAREST BELL END

DEMOLISH BOLLARD

DEMOLISH DISTURBED

CONCRETE CURB FROM

CONDUIT INSTALLATION

DEMOLISH CHAIN LINK FENCE

DEMOLISH DISTURBED

CONCRETE CURB FROM

CONDUIT INSTALLATION

DEMOLISH BIT CONC PAVEMENT

DEMOLISH DISTURBED CONCRETE CURB

FROM CONDUIT INSTALLATION

SAWCUT PAVEMENT

DEMOLISH

CONCRETE CURB

DEMOLISH CONCRETE CURB

NOTES

1. REFER TO SPECIFICATIONS 02 87 13 HAZARDOUS/UNIVERSAL WASTE

MATERIALS MANAGEMENT AND 02 84 33 MANAGEMENT OF ASSUMED PCB

BULK PRODUCT WASTE FOR DETAILS REGARDING PAINT REMOVAL OF

PAINTED FUEL TANK.

PROTECT COOLING TOWER THROUGHOUT

DEMOLITION AND CONSTRUCTION

DEMOLISH TEMPORARY GENERATOR

(REFER TO ELECTRICAL DRAWINGS)

DEMOLISH PAD MOUNTED TRANSFORMERS

(REFER TO ELECTRICAL DRAWINGS)

DEMOLISH GENERATOR AND ASSOCIATED

CONDUIT AND CONDUCTORS FROM

GENERATOR TO LIBRARY

(REFER TO ELECTRICAL DRAWINGS)

DEMOLISH PORTION OF UNDERGROUND ELECTRIC

CONDUIT (REFER TO ELECTRICAL DRAWINGS)

DEMOLISH PRIMARY FEEDER CONDUCTORS

TO TRANSFORMERS. INTERCEPT AND

CLEAN CONDUIT FOR REUSE (REFER TO

ELECTRICAL DRAWINGS)

PAIR OF DOORS AND ADJACENT SINGLE DOOR

TO BE REMOVED AND PRESERVED FOR

REINSTALLATION (REFER TO ARCHITECTURAL

DRAWINGS)

DEMOLISH EXISTING WALL

(REFER TO STRUCTURAL PLANS)

CONTRACTOR TO PROVIDE A SECURE BARRIER

BETWEEN THE WORK ZONE AND ACTIVE COLLEGE

CAMPUS TO ALLOW PEDESTRIANS AND VEHICLES

TO BE REDIRECTED OUTSIDE OF THE WORK ZONE

CONTRACTOR TO PROVIDE

TEMPORARY FENCING OR

SIMILAR FOR EGRESS PATH

FROM LIBRARY. EXACT

METHOD TO BE DETERMINED

BY CONTRACTOR

C-100

DEMOLITION & SITE

PREPARATION PLAN - 1

THM/ALG

NR

N

00 5' 10'

SCALE: 1" = 5'

1" = 5'

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -C

-1

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-101.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

NOTE:

1. INSTALL SILTSACK IN CATCH BASINS DOWNGRADIENT OF PROJECT AREA.

MATCH LINE C-100

REFER TO ELECTRICAL DRAWINGS FOR

TEMPORARY ELECTRICAL EQUIPMENT. RESTORE

DISTURBED AREAS FROM TEMPORARY

EQUIPMENT WITH 4" LOAM & SEED. DEMOLISH

EQUIPMENT PADS ONCE TEMPORARY ELECTRIC

EQUIPMENT IS REMOVED

TEMPORARY CHAIN LINK FENCE

TEMPORARY DISTRIBUTION PANEL

(REFER TO ELECTRICAL DRAWINGS)

TEMPORARY PAD MOUNTED TRANSFORMER

ON TEMPORARY EQUIPMENT PAD.

COORDINATE EQUIPMENT PAD SIZE WITH

ELECTRICAL CONTRACTOR (REFER TO

ELECTRICAL DRAWINGS AND EXTERIOR

CONCRETE PAD DETAIL ON SHEET S-303)

TEMPORARY TRANSFORMER

(REFER TO ELECTRICAL DRAWINGS)

TEMPORARY DISTRIBUTION PANEL

(REFER TO ELECTRICAL DRAWINGS)

TEMPORARY UNDERGROUND

ELECTRIC SERVICE

(REFER TO ELECTRICAL DRAWINGS)

TEMPORARY UNDERGROUND

ELECTRIC SERVICE

(REFER TO ELECTRICAL DRAWINGS)

APPROXIMATE TRENCH

LIMITS FOR TEMPORARY

ELECTRIC SERVICE

C-101

DEMOLITION & SITE

PREPARATION PLAN - 2

THM/ALG

NR

N

00 5' 10'

SCALE: 1" = 5'

1" = 5'

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -C

-1

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-101.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

NOTE:

1. INSTALL SILTSACK IN CATCH BASINS DOWNGRADIENT OF PROJECT AREA.

BrianaPinheiro Highlight

E

E

E

E E

E

E

E

E

E

E

E

E E

E E

E E

S

E E

E

S

E

GENERATOR

FUEL TANK

GENERATOR

186.2 185.8

D

D

LOAD

BANK

TRANSFORMER

NEW FACADE WALL

(SEE LANDSCAPE PLAN)

SWITCH ON CONC PAD

RESTORE ALL DISTURBED

AREAS WITH 4" LOAM &

SEED UNLESS OTHERWISE

SPECIFIED

LIMIT OF WORK

EROSION CONTROL

BARRIER (TYP)

UNDERGROUND ELECTRIC SERVICE

(REFER TO ELECTRICAL DRAWINGS)

SITE LUMINARY (TYP)

(REFER TO ELECTRICAL PLANS)

REPLACE CONCRETE SIDEWALK

GENERATOR

PLATFORM

GFI (REFER TO

ELECTRICAL DRAWINGS)

NEW MANHOLE TO BE INSTALLED IN

LINE WITH EXISTING DRAINAGE LINE.

INVERT TO BE CONFIRMED IN THE

FIELD. ESTIMATED INV OUT = 182.50

EXTEND 24" RCP

8" PVC

24" RCP

CONNECT 8" PVC TO EXISTING

OUTLET INVERT. EXISTING INVERT

TO BE CONFIRMED IN FIELD.

ESTIMATED INV OUT=182.50

SLOPE OF EXISTING DRAIN PIPE TO BE

MAINTAINED. TEST PITS TO BE PERFORMED

PRIOR TO CONSTRUCTION TO DETERMINE

THE DEPTH OF PIPE. CONFIRM PROPOSED

OUTLET IS BELOW EXISTING INLET.

DMH-1

INV IN=182.35 E

INV IN=182.35 SW

INV OUT=182.25 NW

WALL FOOTING (REFER TO

STRUCTURAL PLANS)

TEST PIT TO BE PERFORMED

PRIOR TO CONSTRUCTION TO

CONFIRM INVERTS

REFER TO LANDSCAPE PLANS

FOR WALL HEIGHT DETAILS

EXISTING DRAIN PIPE MAY BE

PLACED WITHIN PROPOSED

FOOTING (REFER TO

STRUCTURAL DRAWINGS)

BOLLARD

RESTORE DISTURBED

CONCRETE CURB FROM

PROPOSED ELECTRIC SERVICE

FENCE (REFER TO LANDSCAPE DRAWINGS)

REPLACE CONCRETE

SIDEWALK

RESTORE DISTURBED CONCRETE CURB

FROM PROPOSED ELECTRIC SERVICE

REPAVE BIT CONC PAVEMENT

RESTORE DISTURBED

CONCRETE CURB FROM

PROPOSED ELECTRIC

SERVICE

GROUNDING TRIAD (TYP)

(REFER TO ELECTRICAL PLANS)

DEPTHS OF EXISTING UTILITIES UNKNOWN.

CONTRACTOR TO PERFORM TEST PITS WHERE

PROPOSED CONDUIT WILL CROSS AN EXISTING

UTILITY AND REPORT TO THE ENGINEER (TYP)

DEPTHS OF EXISTING UTILITIES UNKNOWN.

CONTRACTOR TO PERFORM TEST PITS WHERE

PROPOSED CONDUIT WILL CROSS AN EXISTING

UTILITY AND REPORT TO THE ENGINEER (TYP)

DEPTHS OF EXISTING UTILITIES UNKNOWN.

CONTRACTOR TO PERFORM TEST PITS WHERE

PROPOSED CONDUIT WILL CROSS AN EXISTING

UTILITY AND REPORT TO THE ENGINEER (TYP)

CONTRACTOR TO FIELD VERIFY LOCATION

OF EXISTING ELECTRICAL CONDUIT

REPLACE CONCRETE CURB

REPLACE CONCRETE CURB

WHEELCHAIR RAMP

TEMPORARY

GENERATOR

DOCKING STATION

HANDHOLE (REFER TO

ELECTRICAL DRAWINGS)

GRAVEL SURFACING (REFER TO

LANDSCAPE PLANS)

RIVER STONE MAINTENANCE STRIP

(REFER TO LANDSCAPE PLANS)

TEMPORARY EXTERIOR DOOR

(REFER TO ARCHITECTURAL PLANS)

REFER TO SHEET E-501

FOR ELECTRIC SERVICE

TRENCHING

REQUIREMENTS

CONDENSING UNIT

ON CONCRETE

EQUIPMENT PAD

(REFER TO HVAC

DRAWINGS AND

EXTERIOR

CONCRETE PAD

DETAIL ON SHEET

S-303)

APPROXIMATE

TRENCH LIMITS

FOR ELECTRIC

SERVICE

APPROXIMATE TRENCH LIMITS

FOR ELECTRIC SERVICE

APPROXIMATE TRENCH LIMITS FOR ELECTRIC SERVICE

APPROXIMATE TRENCH LIMITS

FOR ELECTRIC SERVICE

APPROXIMATE TRENCH LIMITS

FOR ELECTRIC SERVICE

APPROXIMATE

TRENCH LIMITS

FOR ELECTRIC

SERVICE

C-102

CIVIL SITE PLAN

THM/ALG

NR

N

00 5' 10'

SCALE: 1" = 5'

1" = 5'

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -C

-1

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-101.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

C-501

CIVIL DETAILS

THM/ALG

NR

NO SCALE

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -C

-5

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-500.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

DEPTH=2'

SILTSACK MANUFACTURED BY:

ACF ENFIRONMENTAL

2831 CARDWELL ROAD

RICHMOND, VIRGINIA 23237

DUMP STRAP

DUMP STRAP

1" REBAR FOR BAG

REMOVAL FROM INLET

SILTSACK ® OR

APPROVED EQUAL

AS

NEEDED

ASNEEDED

FINISH GRADE

SEED MIX FOR LAWNS TO BE BLACK

BEAUTY® ORIGINAL TALL FESCUE BLEND

GRASS SEED BY JONATHAN GREEN OR

APPROVED EQUAL

APPLY AT 2LBS PER 1000 S.F.

4" MINIMUM TOPSOIL

SUB-GRADE

EROSION CONTROL BARRIER - GRASS AREAS

NO SCALE

SILTSACK

NO SCALE

LAWN AREA

NO SCALE

PLAN SECTION

WORK ZONE

FLOW WORK ZONE

AREA TO BE

PROTECTED

AREA TO BE

PROTECTED

WOOD STAKES*-TYP.

2"x2"x2'-0"

WOOD STAKES

FOR WATTLES*

STRAW WATTLE

3"

SECTION

WORK ZONE

ISOMETRIC

FLOW

AREA TO BE PROTECTED

WORK ZONE AREA TO BE PROTECTED

FLOW

SAND BAG

STRAW WATTLE 9"

1' MIN

OVERLAP

SANDBAG EVERY 10 FEET ±

STRAW WATTLE

EROSION CONTROL BARRIER - PAVED AREAS

NO SCALE

4" CONC.

8" PROCESSED

GRAVEL SUB-BASE

W.W.F. 6x6 W4xW4

CONCRETE SIDEWALK RESTORATION

NO SCALE

NOTE:

1. INSTALL SILTSACK IN CATCH BASINS DOWNGRADIENT OF PROJECT AREA.

STANDARD

MANHOLE RUNG

A

SECTION A

API

PE

D

IA

4"

M

IN

6"

70"Ø

M U

LT

IP

LE

S

2"

O R

8" A S R

EQ

U

IR

ED

48"Ø

6"

5 1/8"

24"Ø

5"

4"

1/ 4"

P

IP

E D

IA

M

ET

ER

SS CLAMP

GROUT

SECTION B-B

RUBBER BOOT

2 PIPE LENGTH

B

B

FRAME & COVER

FRAME TO BE SET IN FULL BED OF MORTAR

ADJUST TO GRADE WITH NOT MORE THAN 12" OF

BRICK MASONRY OR CONCRETE GRADING RINGS

STANDARD MANHOLE RUNG

(SEE DETAIL BELOW)

24"x48" ECCENTRIC PRECAST

MANHOLE CONE

SPIGOT & BELL REINFORCEMENT

SHALL BE CONNECTED TO

BARREL REINFORCEMENT

FLAT SLAB TOP FOR

SHALLOW MANHOLES

SEAL ALL JOINTS WITH APPROVED

PRE-FORMED GASKET MATERIAL

(SEE SPECIFICATIONS)

MONOLITHIC BASE

TOP STEP TO BE

20" MAX. BELOW

TOP OF FRAME

SHAPE INVERT WITH

CONCRETE FILL (3000 PSI)

COPOLYMER POLYPROPYLENE

PLASTIC 12" GRADE 60 STEEL

REINFORCEMENT

4"

8"

16"

14"

15 716"

48" PRECAST DRAIN MANHOLE

NO SCALE

30"

40"

8"

30" DIA

MINIMUM WEIGHT: 240 LBS.

"D

IA

MINIMUM WEIGHT: 200 LBS.

3"

1/

8"

NOTES:

1. FRAME AND COVER SHALL BE PROVIDED

FROM THE SAME MANUFACTURER.

2. LETTERING SHALL BE CAST INTO COVERS

AS SPECIFIED.

STANDARD MANHOLE COVER

STANDARD MANHOLE FRAME

MANHOLE FRAME & COVER

NO SCALE

*STAKES TO BE SPACED

AT 4-5' O.C.

9"

1 1/2" HMA TOP COURSE

COMPACTED PROCESSED GRAVEL

2 1/2" HMA BINDER COURSE

NOTES:

1. APPLY BITUMINOUS SEALANT ALONG ALL PAVEMENT SAWCUT

LINES AND BUILDING INTERFACE

6"

BITUMINOUS CONCRETE PAVEMENT

NO SCALE

C-502

CIVIL DETAILS - 2

THM/ALG

NR

NO SCALE

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -C

-5

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-C-500.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

6" 2'

M

IN

TRENCH WIDTH

(SEE NOTE 3)

"D

6"

NOTES:

1. FOR PIPES LESS THAN 24" IN DIAMETER

THE TRENCH WIDTH SHALL BE 5.0'. FOR

PIPES 24" IN DIAMETER AND GREATER,

TRENCH WIDTH SHALL BE THE PIPE

DIAMETER + 3.0'.

UTILITY WARNING TAPE

MARKED "DRAIN" OR

"SEWER" AS APPROPRIATE

PREVIOUSLY EXCAVATED MATERIAL

8" MAX. STONE DIAMETER

4" CRUSHED STONE

STORM DRAIN

CONTRACTOR TO PROVIDE TRENCH

BOX, SHEETING OR OTHER MEANS

ACCORDING TO OSHA STANDARDS.

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL SAFETY

REQUIREMENTS ACCORDING TO OSHA.

TYPICAL DRAIN TRENCH SECTION

NO SCALE

7"

6" M

A X

V A R

IE

S

6"

NOTE:

1. CONSTRUCT CURBING IN SECTIONS NOT TO EXCEED 10 FEET IN

LENGTH. NO SECTION SHALL BE LESS THAN 6 FEET IN LENGTH.

PRECAST CONCRETE CURB AND SIDEWALK RESTORATION

NO SCALE

HMA DRIVEWAY/PARKING

PRECAST CONCRETE

R=1"

R=1 4"

4"

PER FT.

EXPANSION JOINT

W/SEALER

HMA SIDEWALK

1' -8

M

IN

8"

EXIST

COMPACTED

GRAVEL BASE

INTERLOCKING DOWEL PIN

#4 REBAR (TYP)

SAWCUT EXISTING HMA

CEM CONC (TYP)

6"

(TYP)

12" COMPACTED PROCESSED GRAVEL

9" M

IN

CEM CONC (TYP)

8" COMPACTED PROCESSED GRAVEL

4" CONC.

1'

MIN

1'

MIN

MATCH EXISTING BASE COURSES

12" MIN GRAVEL SUBBASE SAW CUT EDGE, CLEAN

AND COAT WITH RS-1

EMULSION IMMEDIATELY

PRIOR TO CONSTRUCTING

NEW PAVEMENT

MATCH EXISTING PAVEMENT

TYPE AND THICKNESS

(4" MIN)

EXISTING

UNDISTURBED

BASE COURSE

EXCAVATED TRENCH

(SEE ELECTRICAL DETAILS)

SECTION VIEW

PLAN VIEW

CUT WITH

PAVEMENT SAW LEAVE EXISTING

BASE COURSE

UNDISTURBED

LIMIT OF

EXCAVATED

TRENCH

ROADWAY TRENCH PATCH

NO SCALE

FIN. GRADESLOPE SLOPE

4' -6

4'

-0

6"

1'-6" DIA

4,000 PSI CONCRETE

6" DIA, SCH 40 STEEL PIPE,

CONC FILLED BOLLARD,

PAINT SAFETY YELLOW (TYP)

SLOPE TOP OF CONC

FILL FOR DRAINAGE

6" DIAMETER STEEL BOLLARD

NO SCALE

TYPICAL WHEELCHAIR RAMP

NO SCALE

6.

0'

4.

0'

M

IN

7.

5%

P

RE

F.

8.

0% M

AX

6.5' 6.5'3.0' MIN.

7.5% PREF.

8.0% MAX.7.5% PREF.

8.0% MAX.

EDGE OF ROADWAY

1'

* TOLERANCE FOR CONSTRUCTION 0.5%±

FLUSH SURFACE

"LEVEL LANDING" 1.5%*

SLOPE FOR DRAINAGE

DETECTABLE WARNING PANEL

CEM

CONC

WALK

CEM

CONC

WALK

6" R

EV

EA

L

6' -0

TERMINAL OR CORNER POST ASSEMBLY

10'-0" (TYP)

2' x 1' GALVANIZED STEEL

END STABILIZER BRACKET

2" A

PP

R O

X

BRACE TUBE AT CORNER &

TERMINAL POSTS (TYP)

TENSION BAR (TYP)

TERMINAL STRAPS

AT 12" INTERVALS

CORNER POST OR

TERMINAL POST (3" DIA)

TOP RAIL

TOP OF CHAIN LINK EXPANSION SLEEVE (TYP)

FABRIC 2" DIAMOND MESH

INTERWOVEN WIRE 9 GAUGE TOP &

BOTTOM SELVAGE TWISTED

BOTTOM RAIL (1 21

32" DIA)

2' x 1' GALVANIZED STEEL

LINE STABILIZER BRACKET BRACE BAND

LINE POST (2 12" DIA)

10'-0" (MAX) 10'-0" (MAX)

6' TEMPORARY CHAIN LINK FENCE

NO SCALE

1.

5%

P

RE

F.

1.

6%

M

AX

1.

5%

P

RE

F.

1.

6% M

AX

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

W

E

E

E

E E

E

E

E

E

E

E

E1

D

D

C C

A A

B B

E E

E E

E E

S

E E

E

S

E

D D

F2

F1

P1

P1

P1

A1

F2

F1

A1

F2

W1

F1

A1

F2

W1

P1

P2

F3

U4

U5

U3

W2

U1

F4

U2

U1

F2

L4L4

L3

L4

L1

A2

W3

LIMIT OF WORK.

REFER TO CIVIL

DWGS

AX

AX

AX

AX

AL

IG

N

2' -0

2'

-0

2'-0"

2' -0

2'-0"

R

EF

ER

T

O D

ET

AI

LS

F

O R

PO

ST

S

PA

C

IN

G

4" CLEAR, MAX.

7' -4

(5) EQUAL PANELS

4" C

LE

AR

M

AX

5'-0"

CL

FENCE POSTS TO

ALIGN WITH

CENTERLINE OF

UTILITY SCREEN POST

ALIG

N

EDGE OF SPREAD

FOOTING OF WALL - SEE

STRUCTURAL DWGS

6" L1

L1L3

L1

L2

L2

CL

W2

VIF., GATE TO

CLEAR UTILITY

PAD

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 2:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -L

-0

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-L-001.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

L-100

LANDSCAPE MATERIALS AND

LAYOUT PLAN

GH

JF

00 5' 10'

SCALE: 1" = 5'

1" = 5'

MATERIALS LEGEND

TAG DESCRIPTION DETAIL

PAVING

REFER TO CIVIL DWGS FOR PAVING -

RIVER STONE MAINTENANCE STRIP

GRAVEL SURFACING

SITE FURNISHINGS

METAL UTILITY SCREEN

METAL LANDSCAPE EDGE

CHAIN LINK FENCE

BOLLARD - SEE CIVIL DWGS -

LIGHTING AND ELECTRIC

LIGHT - SEE ELECTRICAL DWGS -

LIGHT SWITCH - SEE ELECTRICAL DWGS -

LIGHT OUTLET - SEE ELECTRICAL DWGS -

GROUNDING TRIAD - SEE ELECTRICAL

DWGS -

PLANTING

LAWN - SEE CIVIL -

EXISTING TREE - DEMO AND REMOVE

STUMP. SEE CIVIL DRAWINGS -

WALLS AND SLABS

CAST IN PLACE CONCRETE RETAINING

WALL, SEE STRUCTURAL DWGS. -

UTILITY SLAB - SEE STRUCTURAL DWGS -

EXISTING WALL TO REMAIN -

UTILITIES

MANHOLE, SEE CIVIL DWGS -

AREA DRAIN, SEE CIVIL DRAWINGS -

COOLING TOWER - EXISTING TO REMAIN -

TRANSFORMER - SEE ELECTRICAL DWGS -

GENERATOR AND LOAD BANK - SEE

ELECTRICAL DWGS -

AX

A1 1 L-203

A2 2 L-203

F1 1-2 L-200

F2 3 L-203

F3 4 L-203

F4

L1

L2

L3

L4

P1

P2

W1

W2

W3

U1

U2

U3

U4

U5

LAYOUT NOTES:

1. REVIEW DRAWINGS TO DETERMINE THE TOTAL SCOPE AND COORDINATION OF

WORK. EMPLOY A LICENSED SURVEYOR OR REGISTERED CIVIL ENGINEER TO VERIFY

AND LAYOUT GRADES, LINES AND DIMENSIONS SHOWN ON DRAWINGS. VERIFY

EXISTING GRADES AND ELEVATIONS OF ADJACENT SITE CONDITIONS WITH

ELEVATIONS ON DRAWINGS PRIOR TO BEGINNING WORK. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO REPORT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE

IMMEDIATELY AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING WITH

CONSTRUCTION.

2. USE ONE SINGLE BENCHMARK FOR WORK.

3. LINES ARE PARALLEL OR PERPENDICULAR TO LINES FROM WHICH THEY ARE

MEASURED UNLESS OTHERWISE NOTED.

4. DIMENSIONS ARE TO FACE OF CURB, WALL FACE, EDGE OR CENTER LINE OF

IMPROVEMENT AS NOTED.

L-200

UTILITY SCREEN - RENDERING

SCALE: NTS1 UTILITY SCREEN - KEY PLAN

SCALE: 1/8" = 1'-0"2

4C/5C L-200

NOTES: SEE 4/L-200 AND 5/L-200

FOR UTILITY SCREEN SUPPORT

STRUCTURE AND PANEL ELEVATIONS

4B/5B L-200

4A/5A L-200

4F/5F L-200

4D/5D L-200

4E/5E L-200

PERFORATED PANELS - FOLDED PERFORATED

POWDERCOATED ALUMINUM PANELS.

MODULE TYPE AND ORIENTATION VARIES.

PANEL ATTACHMENT TABS - MANUFACTURER TO

PROVIDE ENGINEERING FOR SIZE, QUANTITY,

AND LOCATION TO SUPPORT PANELS.

WELD ATTACHMENT TABS TO PANELS.

MANUFACTURER TO COORDINATE WELD

LOCATION WITH PERFORATION PATTERN

BEAM - ALUMINUM 6" X 6" HSS. WELD

ATTACHMENT TABS TO BEAM

ATTACHMENT TAB TO BE FASTENED TO

COLUMN. PROVIDE RUBBER SPACER/WASHER.

CAST IN PLACE CONCRETE WALL WITH

INTEGRAL COLOR AND SANDBLAST

FINISH- SEE STRUCTURAL DWGS.

CONCRETE UTILITY PAD - SEE

STRUCTURAL DWGS.

RIVER STONE MAINTENANCE STRIP

BASE PLATE - WELD TO COLUMN, 14" X

14" X 1" THK ALUMINUM

SITE LUMINAIRE - SEE ELECTRICAL DWGS

FINISH GRADE - SEE CIVIL

UTILITY SCREEN - SECTION

SCALE: 1/4" = 1'-0"3

ELECTRICAL CONDUIT - SEE ELECTRICAL DWGS

NOTE: UTILITY SCREEN TO BE

GROUNDED. REFER TO ELECTRICAL

DWGS.

LIGHT SWITCH AND

OUTLET - REFER TO

ELECTRICAL DWGS

FOR LOCATION.

PROVIDE 1/4" GAP BETWEEN PANELS

1-2 L-202

L-201

UTILITY SCREEN COLUMN

BASEPLATE

NTS

CL

14"

CAST IN PLACE

CONCRETE WALL

AND FOUNDATION

COLUMN, TYP.

ALUMINUM, 6" X 6" HSS.

WELD CAP TO TOP OF

MEMBER

BEAM, TYP. - ALUMINUM, 6"

X 6" HSS.

4'-0", TYP.,

UNLESS

NOTED

UTILITY SCREEN - SUPPORT STRUCTURE

SCALE: 1/8" = 1'-0"4

3'-0"3'-0" 3'-0"3'-0"

NOTE: CONTRACTOR TO COORDINATE ATTACHMENT AND WIRING OF LUMINAIRES,

OUTLET AND SWITCH TO SUPPORT STRUCTURE WITH UTILITY SCREEN MANUFACTURER.

MANUFACTURER TO PROVIDE NECESSARY ACCOMMODATIONS FOR ATTACHMENT OF

LUMINARIES, OUTLET AND SWITCH. REFER TO ELECTRICAL DRAWINGS FOR PRODUCT

DATA ON LUMINAIRES, OUTLET(S), SWITCH(S), AND GROUNDING. 1

L-201

BEAM TO COLUMN

ATTACHMENT

A: 3'-9"

C: 3'-6"

B

0"

CL

CL

CENTERLINE OF COLUMN

CENTERLINE OF BEAM

DIMENSIONS:

A - MEASURED FROM CENTERLINE OF BEAM TO

CENTERLINE OF BEAM

B - MEASURED FROM TOP OF SCREEN TO TOP OF WALL

C - TOP OF WALL TO CENTERLINE OF 1ST BEAM

CL CL

CL

CL

CL

CL

ELEVATION A ELEVATION B ELEVATION C ELEVATION D ELEVATION E ELEVATION F

FINISH GRADE

UTILITY SCREEN - PANEL ELEVATIONS

SCALE: 1/8" = 1'-0"5

AB DBB ABB

AB A

B

DB B BB B BBABAABB DA B AD BB B BA

A ABD AB A

B

B B BBAB B

A B

D AB ADB BB

BA A

CAST IN PLACE

CONCRETE WALL

AND FOUNDATION.

SEE STRUCTURAL

DWGS.

PANELS - FOLDED PERFORATED

POWDERCOATED ALUMINUM

PANELS. MODULE TYPE AND

ORIENTATION VARIES. PANEL TO

BE PERFORATED WITH CUSTOM

PATTERN USING LASER.

PANEL 'E' SPANS ACROSS

ELEVATION D AND E

NOTE: UTILITY SCREEN HAS (5) TYPES OF PANELS, ARRANGED

IN STANDARD AND ROTATED POSITIONS AS REPRESENTED BY

LETTERS. REFER TO DETAIL 1/L201 FOR BEAM TO POST

ATTACHMENT, 2/L-201 FOR PANEL ATTACHMENT TO POST,

3/L-201 FOR PERFORATION PATTERN.

PANEL 'A' - STANDARD POSITION

PANEL 'A' - ROTATED POSITION

CB D

B

DC BD CC CC

7' -3

6"

7' -9

ELEVATION A

D

ELEVATION B ELEVATION C ELEVATION D ELEVATION E ELEVATION F

TOP OF WALL

D

D D

FINISH GRADE

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 3:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -L

-2

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-L-200.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

L-200

LANDSCAPE DETAIL

JF

GH

COLUMN

BEAM

CONCRETE WALL - SEE STRUCTURAL DWGS

PANEL 'C'

ADJACENT

PANEL.

PATTERN

VARIES. SEE

ELEVATIONS.

ATTACHMENT TAB TO BE FASTENED TO

COLUMN. PROVIDE RUBBER

SPACER/WASHER.

WELD ATTACHMENT TABS TO PANELS.

MANUFACTURER TO COORDINATE WELD LOCATION

WITH PERFORATION PATTERN

COLUMN

BEAM

CONCRETE WALL - SEE STRUCTURAL DWGS

PANEL VARIES. PANEL 'A'

SHOWN. REFER TO ELEVATIONS.

ATTACHMENT TAB TO BE FASTENED TO

COLUMN. PROVIDE RUBBER

SPACER/WASHER.

PANEL 'D'

ATTACHMENT TAB TO BE

FASTENED TO COLUMN.

PROVIDE RUBBER

SPACER/WASHER.

ADJACENT

PANEL.

PATTERN

VARIES. SEE

ELEVATIONS.

WELD ATTACHMENT TABS TO

PANELS. MANUFACTURER TO

COORDINATE WELD LOCATION

WITH PERFORATION PATTERN

PROVIDE 14" GAP

BETWEEN

PANELS

PROVIDE 14" GAP

BETWEEN

PANELS

COLUMN

BEAM

CONCRETE WALL - SEE STRUCTURAL DWGS

WELD ATTACHMENT TABS

TO PANELS.

MANUFACTURER TO

COORDINATE WELD

LOCATION WITH

PERFORATION PATTERN

ADJACENT

PANEL.

PATTERN

VARIES. SEE

ELEVATIONS.

PROVIDE 14" GAP

BETWEEN

PANELS

PANEL 'D' PANEL 'A' / 'B' / 'C' PANEL 'E'

PANELS ATTACHMENT TABS

SCALE: 3/4" = 1'-0"2

BASE PLATE BASE PLATE

BASE PLATE

VARIES.

1" CLEAR MIN.

BEAM - 6X6 ALUMINUM

HSS

WEEP HOLES - 1/2"

DIA, 12" O.C.

BEAM ATTACHMENT TAB -

WELD TO BEAM, FASTEN TO

COLUMN

BEAM ATTACHMENT TAB -

WELD TO BEAM, FASTEN TO

COLUMN

COLUMN CAP -

WELD TO

COLUMN

PANEL ATTACHMENT PLATE -

WELD TO PERFORATED

PANEL, FASTEN TO COLUMN

SCALE: 1' = 1"-0'3 PERFORATION PATTERN

7' -8

/8

PANEL 'D' AND 'E': 6'-6"

PANEL 'B': 6'-0"

PANEL 'A' AND 'C': 4'-0"

NOTE:

PATTERN SHOWN FOR REFERENCE ONLY. FINAL PATTERN TBD. MANUFACTURER TO PROVIDE

PERFORATION SIZE AND DENSITY CRITERIA TO DESIGN TEAM BASED ON SCREEN

ENGINEERING; DESIGN TEAM WILL PROVIDE CAD FILE OF PATTERN TO MANUFACTURER. ALL

PANELS TO SHARE SAME PATTERN BUT WITH DIFFERENT EXTENTS

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 3:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -L

-2

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-L-200.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

L-201

SCALE: 1' = 1"-0'1 BEAM TO COLUMN ATTACHMENT

LANDSCAPE DETAIL

PANELS - ISOMETRIC

SCALE: 3/4" = 1'-0"2

PANEL 'D' PANEL 'A' PANEL 'B' PANEL 'C' PANEL 'E'

PANEL 'D' - CORNER PANEL

316 "

R1" , TYP.

16"

A B C D E F G

1'-01116 "

A= 85.2° B= 145.2° C= 89.1° D= 100.0° E= 124.9° F= 101.2° G= 107.2°

13 16

1'-2 1 16 "

7 3 4 "

4'-0"

PANEL 'A': NON-FOLDED PANEL

6 516 "

8 1

2 "

1'-1

1' -0

1 4

1' -1

11 16

8 1 2 "

A

B

C

D

E

F G

R1", TYP.

PANEL 'B': FOLDED PANEL

OVERALL UNFOLDED LENGTH: 6'-0"

A= 90.0° B= 90.0° C= 108.6° D= 63.3° E= 26.0° F= 71.2° G= 90.0°

8 716 "

7 3 4 " 61

4"

8 1 2 "

A B

C

D

E

R1", TYP.

PANEL 'C': FOLDED PANEL

OVERALL UNFOLDED LENGTH: 4'-0"

A= 101.6° B= 103.6° C= 79.0° D= 76.8° E= 90.0°

OVERALL UNFOLDED LENGTH: 7'-0"

PANEL 'E' - CORNER PANEL

OVERALL UNFOLDED LENGTH: 7'-0"

B C DA

E

F G

H

A= 80.4° B= 92.8° C= 123.3° D= 98.3° E= 93.2° F= 71.2° G= 85.5° H= 100.2°

1 8

9 1 16 "

1'-3 916 "

8"

7 916 " 7 3 4 "

PERFORATED PANEL SHAPE

SCALE: 3/4" = 1'-0"1

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 3:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -L

-2

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-L-200.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

L-202

LANDSCAPE DETAIL

3/4" CRUSHED STONE BASE

SCALE: 1" = 1'-0"1 RIVER STONE MAINTENANCE STRIP

4"

COMPACTED SUBGRADE

6"

1-1/2" WASHED RIVER ROCK

ALIGN

CONTINUOUS DRAINAGE

SAND

ADJACENT MATERIAL

VARIES. MAINTENANCE

STRIP SHOWN. SEE PLANS.

2" MIN.

4" MIN.

FILTER FABRIC

6" 3/4" WASHED

CRUSHED STONE

COMPACTED SUBGRADE

FILTER FABRIC

SCALE: 1" = 1'-0"2 GRAVEL SURFACING

SCALE: 1" = 1'-0"3 METAL LANDSCAPE EDGE

CAST IN PLACE CONCRETE

WALL - SEE STRUCTURAL

DWGS

12" DEEP ALUMINUM

STAKES TO LOCK INTO

PREFORMED LOOPS ON

EDGING

METAL LANDSCAPE EDGE

METAL LANDSCAPE EDGE

STAKES

NOTES:

1. CORNERS - CUT BASE EDGING UP HALFWAY AND FOR A CONTINUOUS CORNER.

2. FOLLOW MANUFACTURER'S INSTRUCTION ON STAKING AND STAKE SPACING

3. USE GRADE TRANSITIONS PER MANUFACTURER'S RECOMMENDATION WHERE

NEEDED.

CHAINLINK FENCE AND GATE

SCALE: 3/4" = 1'-0"4

NOTES:

1. FINAL SIZES AND DIMENSIONS FOR FENCE POSTS, RAILS, FABRICS, CONNECTORS AND FOUNDATION SIZES AND DIMENSIONS ARE TO BE DETERMINED BY THE CONTRACTOR USING THE CHAIN LINK FENCE WIND LOAD GUIDE FOR

THE SELECTION OF LINE POSTS AND LINE POST SPACING.

2. FENCE FRAMEWORK MEMBERS & FITTINGS SHALL BE GALVANIZED STEEL COATED WITH FUSION-BONDED VINYL

COATING TO MATCH FENCE FABRIC COATING

3. REFER TO ELECTRICAL DRAWINGS FOR GROUNDING. CONTRACTOR TO COORDINATE.

EQ

U

AL

EQ

U

AL

L

L

8'-0" MAX, SPACED EVENLY. SEE PLANS.

TIE FENCE FABRIC TO ALL POSTS &

RAILS @ 12" O.C. W/ PVC COATED TIE

WIRES

1-5/8" (1.66" O.D.) TOP RAIL AND

BRACING WITH TRUSS ROD

ASSEMBLY

TOP OF FENCE SHALL BE LEVEL, WHEN

GRADE CHANGES, FENCE SHALL

FOLLOW GRADE

2-1/2" GALV. STEEL

POSTS - CORNER &

TERMINAL

2" GRID - PVC BLACK

COATED CLF FABRIC

SHALL BE 6 GAUGE CORE

CLASS 2B MESH.

BOTTOM RAIL TO

MATCH TOP RAIL

CONCRETE FOUNDATION

COMPACTED GRAVEL SUBBASE

COMPACTED ORDINARY FILL OR

UNDISTURBED SUBGRADE

GALV. STEEL POST CAP

WITH EYE TOP LOOP

CAP

FINISH GRADE

C RAIL

C POST

1 5/8" GALV. STEEL POSTS

WITH GALV. STEEL POST CAP

2"

2"

VARIES. SEE PLANS.

EQ

U

AL

EQ

U

AL

L

HORIZONTAL BRACE

RAIL - WELD TO FRAME

TIE FENCE FABRIC TO ALL POSTS &

RAILS @ 12" O.C. W/ PVC COATED TIE

WIRES

C RAIL

1 5/8" GALV. STEEL

POSTS

GATE LATCH:

GALVANIZED STEEL TO

TO MATCH TERMINAL

POST CAP

GATE FRAME:

GALVANIZED

STEEL BLACK

PVC COATED TO

MATCH POSTS

ADJUSTABLE TRUSS

ROD - 38" DIAMETER

MESH FABRIC:

2" GRID - PVC

BLACK COATED

FABRIC

TENSION BAR:

BLACK PVC COATED

GALV. STEEL BAR @

TERMINAL POST (TYP.)

BRACE BANDS:

GALVANIZED STEEL

BLACK PVC COATED

BAND TIE FENCE

FABRIC TO ALL POSTS

& RAILS @ 12" O.C.

(TYP.)

GATE POST:

GALVANIZED STEEL

TERMINAL POSTS

(3.5" DIA. MIN.)

GATE HINGE:

GALVANIZED STEEL

BLACK PVC COATED

TO MATCH POSTS

(TYP.)

GATE POST CAP:

BLACK PVC COATED

GALV. STEEL TO

MATCH TERMINAL

POST CAP

CONCRETE FOUNDATION

COMPACTED GRAVEL SUBBASE

COMPACTED ORDINARY FILL OR

UNDISTURBED SUBGRADE

4' -0

6" 6"

4' -0

6" 6"

6"

CONCRETE FOOTING

6" 4"

EXPANSION JOINT

COMPACTED

GRAVEL

SUBBASE

6"

GATE POST

CAST IN PLACE

CONCRETE WALL -

SEE STRUCTURAL

DWGS

6"

FENCE OVER TERRA FIRMA GATE OVER TERRA FIRMA GATE POST ADJACENT TO WALL

LC

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR

BIDDING OR CONSTRUCTION PURPOSES.

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

MARK DATE DESCRIPTION

Pl ot te d

O n:

A pr

0, 6- 3:

pm

B y:

R W ill ou gh by

La st

S av ed 4/

/2

Ti gh e

B on d:

J:

\R \R

U R I\

C ar ot he rs L ib ra ry

0A

E le ct ri ca l S er vi ce

U pg ra de

D es ig n\

D ra w in gs \A ut oC

A D

\S he et \R

-0

A -L

-2

.d w g

SCALE:

PROJECT NO:

FILE:

DRAWN BY:

DESIGNED/CHECKED BY:

APPROVED BY:

DATE: MAY 1, 2026

R0318-070A

R0318-070A-L-200.dwg

JLC

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

University of Rhode Island

L-203

LANDSCAPE DETAIL

UP

UP

UP

ROOM NAME / NUMBER / AREA

EXIT CAPACITY:

ACTUAL EGRESS OCCUPANCY OF

DOORS, RAMPS OR STAIRS

MAXIMUM ALLOWABLE EGRESS CAPACITY

OF DOORS, RAMPS OR STAIRS

BUILDING USER PATH

OF EGRESS TO EXIT

EXIT SIGN

2 HOUR RATED CONSTRUCTION

Name

EGRESS PLAN LEGEND

CONSTRUCTION PATH

OF EGRESS TO EXIT

E X

IT

U P

TEMPORARY CORRIDOR

ENCLOSURE

N O

E X

IT

TEMPORARY NO

EXIT SIGNAGE

TEMPORARY EXTERIOR WALL WITH

TEMPORARY PASS DOOR (MUST

HAVE 36" OF OPENING WIDTH

AND EGRESS EXIT HARDWARE TO

MAINTAIN EXIT EGRESS)

S3.2.01

S3.2.01

D-01

KEY PLAN

REFERENCE

POINT

N O

E X

IT

TEMPORARY NO

EXIT SIGNAGE

S3.2.01

TEMPORARY INTERIOR WALL WITH

TEMPORARY PASS DOOR (MUST

HAVE 36" OF OPENING WIDTH

AND EGRESS EXIT HARDWARE TO

MAINTAIN EXIT EGRESS)

EGRESS ACCESS AND EXIT

UP STAIRS TO MAIN LOBBY

AND ENTRANCE DURING

CONSTRUCTION

D-02

D-03

PROCESS ROOM

0 44

CORRIDOR

0 48A

MAIN ELEC ROOM

0 41

CORRIDOR

0 40

STAIRWAY 6

0 52

STAIRWAY 4

0 43

SECONDARY ELEC RM

0 39

MECH ROOM

0 36

MECH ROOM

0 42

LOBBY

0 45

TILE DEMO AREA

TEMP. CORRIDOR

DOOR TO BE REMOVED

DOOR TO BE

REMOVED

DOOR TO BE

REMOVED

PAIR OF DOORS AND ADJACENT

SINGLE DOOR TO BE REMOVED AND

PRESERVED FOR REINSTALLATION

KEY PLAN

REFERENCE

POINT

CORRIDOR

0 40

SECONDARY ELEC RM

0 39

CORRIDOR

0 48A

STAIRWAY 6

0 52

MAIN ELEC ROOM

0 41

MECH ROOM

0 42

LOBBY

0 45

STAIRWAY 4

0 43

MECH ROOM

0 36

PROCESS ROOM

0 44 STRUCTURAL SUB-FLOOR

3 5/8" NON-

STRUCTURAL MTL

FRAMING @ 24" O.C.

ACOUSTICAL INSULATION

2 LAYERS 5/8" TYPE X

GYPSUM BOARD

SUBSTRATE EA. SIDE

UNDERSIDE OF

STRUCTURE - VARIES

B A S E

P L A N

H E A D

METAL FRAMED INTERIOR WALL - RATED

NTS

S3.2.01

FIRE RATING: 2 HOURS

UL DESIGN: U419, NON BEARING

WALL BASE AS

SCHEDULED

STC RATING: 56 WHEN

INSULATED

FIN CEILING AS

SCHEDULED

FIRE RESISTIVE SEALANT

EA. SIDE

BOTTOM TRACK WITH

METAL FASTENERS AT

24" ON CENTER

EQ EQ

6 1/8"

FIRE RESISTIVE

SEALANT EA. SIDE

DEFLECTION TRACK

AS REQUIRED

AS SHOWN, FULL HEIGHT

ADD SOUND INSUL. IN STUD CAVITY

S3.2.01

S3.2.01.S

ADD THERMAL INSUL. IN STUD CAVITYS3.2.01.T

NOTE 1: PROVIDE WATER RESISTANT GYP BD IN ALL WET AREAS

NOTE 2:

FIRESTOPPING FOR CONCRETE MASONRY WALLS:

1. THE EXISTING 8-INCH CMU WALL HAS A 2-HR FIRE RATING.

2. WERE PRACTICAL, REUSE EXISTING WALL SLEEVES THAT WHERE

ABANDONED AS PART OF THE DEMOLITION WORK.

3. PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE

PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM

INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E814 OR UL

1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01

INCH OF WATER AND SHALL HAVE AN F RATING OF NOT LESS THAN THE

FIRE-RESISTANCE RATING OF THE WALL PENETRATED, (2HRS).

PROJECT

SCOPE

KEY PLAN

REFERENCE

POINT

N

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

P lo tt e d O n

DESIGNED/CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

DATE:

PROJECT NO:

SCALE:

University of Rhode Island

T ig h e

B o n d

B y

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR BIDDING

OR CONSTRUCTION PURPOSES.

L a s t

S a v e d

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

NO SCALE

A u to d e s k D o c s

/R -0

A C a ro th e rs

L ib ra ry

E le c S e rv ic e U p g ra d e /2

A

U R I

C a ro th e rs

L ib ra ry

A rc h -R

.r v t

/3

/2

:3 :2

P

M

/3

/2

:3 :2

P

M

ARCHITECTURAL EXISTING

AND CONSTRUCTION

EGRESS PLANS - LWR LVL

A-001

JRU

PNP

SCP

MAY 1, 2026

R0318-070A

S C P R0318-070A-A-001

SCALE: 3/16" = 1'-0"

PROPOSED TEMPORARY EGRESS PARTIAL PLAN - LOWER LEVEL

SCALE: 3/16" = 1'-0"

EXISTING EGRESS PARTIAL PLAN - LOWER LEVEL

SCALE: 1" = 80'-0"

KEY PLAN

MARK DATE DESCRIPTION

GENERAL NOTE:

1. INFORMATION FROM ALL PARTIAL PLANS WAS TAKEN FROM

RECORD DRAWINGS LISTED BELOW:

A. "LIBRARY EXPANSION, UNIVERSITY OF RHODE ISLAND"

BY THE ROBINSON GREEN BERETTA CORPORATION,

DATED JULY 8TH 1974

B. "LIBRARY EXPANSION, UNIVERSITY OF RHODE ISLAND"

BY THE ROBINSON GREEN BERETTA CORPORATION,

DATED JULY 30TH 1992

REMOVE DOOR

REMOVE DOOR

REMOVE DOOR

DEMOLISH

CHAIN LINK

FENCE

REMOVE 8" CMU

WALL ADJACENT TO

EXISTING DOOR 7 1/2"

REMOVE AND SALVAGE

DOORS AND FRAME TO

BE REINSTALLED

A-401 1

KEY PLAN

REFERENCE

POINT

ABATE EXISTING

FLOOR TILE

SECONDARY ELEC RM

0 39

MECH ROOM

0 36

CORRIDOR

0 40

STAIRWAY 4

0 43

MECH ROOM

0 42

LOBBY

0 45

PROCESS ROOM

0 44

CORRIDOR

0 48A

STAIRWAY 6

0 52

MAIN ELEC ROOM

0 41

REMOVE AND SALVAGE

DOOR AND FRAME TO BE

REINSTALLED. INSTALL

TEMPORARY EGRESS

DOOR IN THIS LOCATION.

/2

1' - 2"

8"3' - 4"

V.I.F.

2' - 7 1/2"

EXISTING LOUVER OPENING

APPROXIMATE LOCATIONS OF

TEMPORARY ELECTRICAL SCOPE

TO PENTRATE THROUGH EXISTING

RIBBON WINDOW OPENING

APPROXIMATELY 6'-0" AFF, SEE

PARTIAL ELEVATION ON A-401, AS

WELL AS THE ELECTRICAL SHEETS

FOR MORE INFORMATION

PROJECT

SCOPE

KEY PLAN

REFERENCE

POINT

N

100% DESIGN

(FOR REVIEW)

NOT FOR

CONSTRUCTION

P lo tt e d O n

DESIGNED/CHECKED BY:

DRAWN BY:

FILE:

APPROVED BY:

DATE:

PROJECT NO:

SCALE:

University of Rhode Island

T ig h e

B o n d

B y

THIS DOCUMENT IS RELEASED

TEMPORARILY FOR PROGRESS REVIEW

ONLY. IT IS NOT INTENDED FOR BIDDING

OR CONSTRUCTION PURPOSES.

L a s t

S a v e d

Kingston, Rhode Island

Robert L.

Carothers Library Electrical Service Upgrade

NO SCALE

A u to d e s k D o c s

/R -0

A C a ro th e rs

L ib ra ry

E le c S e rv ic e U p g ra d e /2

A

U R I

C a ro th e rs

L ib ra ry

A rc h -R

.r v t

/3

/2

:3 :2

P

M

/3

/2

:3 :2

P

M

ARCHITECTURAL PARTIAL

FLOOR DEMOLITION PLAN -

LOWER LEVEL

AD-101

JRU

PNP

SCP

MAY 1, 2026

R0318-070A

S C

P R0318-070A-AD-101

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

PARTIAL FLOOR DEMOLITION PLAN - LOWER LEVEL

SCALE: 1" = 80'-0"

KEY PLAN

1. DEMOLISH EXISTING CHAIN LINK FENCE IN MAIN ELECTRIC ROOM 0 41 TO FACILITATE NEW

ELECTRICAL WORK.

2. DEMOLISH EXISTING DOORS AND FRAMES WHERE INDICATED IN PLANS. REPLACE WITH

NEW HOLLOW METAL DOORS AND FRAMED TO MATCH EXISTING FIRE LABELS OR UPGRADE

AS INDICATED IN DOOR SCHEDULE.

3. NEW DOORS AND FRAMES OR TEMPORARY DOORS AND FRAMES SHALL BE INSTALLED TO

MAINTAIN FIRE-RATED ENCLOSURE OF ROOMS AFFECTED BY THE WORK.

4. CUT AND PATCH EXISTING WALLS TO ACCOMMODATE NEW INFILL TO PROPERLY ENCLOSE

ELECTRIC ROOMS, CORRIDORS, AND OTHER SPACED IMPACTED BY THE WORK. REFER TO

DRAWING A-101 FOR PHOTOS AND LOCATIONS OF WORK.

5. REFER TO SPECIFICATIONS 028213 ASBESTOS ABATEMENT AND 028433 MANAGEMENT OF

ASSUMED PCB BULK PRODUCT WASTE FOR SPECIFIC DETAILS ON REMOVAL OF DOOR UNIT.

6. REFERENCE STRUCTURAL SHEET S-101 FOR INTERIOR CONCRETE SLAB DEMOLITION PLAN.

GENERAL DEMOLITION NOTES:

KEY NOTES:

SAW CUT AND REMOVE EXISTING CONCRETE SLAB TO FACILITATE NEW ELECTRIC WORK. SEE

STRUCTURAL SHEETS FOR MORE INFORMATION.

INSTALL TEMPORARY PARTITION WALLS AND DOORS PRIOR TO COMMENCEMENT OF

ELECTRICAL AND SLAB DEMOLITION WORK. PROVIDE PENETRATIONS THROUGH TEMPORARY

PARTITIONS FOR ANY EXISTING PIPING, CONDUIT, OR DUCTWORK TO REMAIN.

SECONDARY ELEC RM

0 39

STAIRWAY

0 43

MAIN ELEC ROOM

0 41

MECH ROOM

0 42

LOBBY

0 45

CORRIDOR

0 48A

PROPOSED 2-HR

EMERGENCY

ELECTRICAL CLOSET

0 39B

/8

/4

D-05

D-04

S3.2.01

S3.2.01

NOTES:

1. CLEAN AND PREPARE ALL WALLS WITHIN MAIN

ELEC. ROOM (0 41) FOR NEW FINISH.

2. ALL EXISTING WALL PENETRATIONS IN MAIN

ELEC. ROOM (0 41) SHALL BE FIRESTOPPED.

3. ALL DIMENSIONS ARE TO FACE OF STUD AND

NOT FACE OF WALL FINISH.

4. REFERENCE STRUCTURAL SHEET S-101 FOR

INTERIOR CONCRETE SLAB DEMOLITION PLAN.

PROCESS ROOM

0 44

A-402

REINSTALL DOORS

PREVIOUSLY REMOVED

CORRIDOR

0 40

A-403

INSTALL 4" CMU TO INFILL

DEMOLISHED DOOR OPENING.

INSTALL COMPRESSIBLE

FILLER BETWEEN NEW AND

EXISTING WALLS. PAINT NEW

WALL ON PROCESS ROOM

SIDE TO MATCH EXISTING.

D-06

INSTALL 8" CMU TO

INFILL DEMOLISHED

DOOR OPENING. INSTALL

COMPRESSIBLE FILLER

BETWEEN NEW AND

EXISTING WALLS

EXISTING CMU

WALL TO REMAIN

INSTALL ONE COURSE OF 8" CMU

TO MATCH EXISTING TO MAKE

T/ WALL ELEVATION 8'-8" AFF

EXISTING CMU

WALL TO REMAIN

V .I

.F

/2

V.I.F.

19' - 8"

A-401 1

1' - 6 1/4"

5' - 6"

7' - 0 1/4"

/8

NOTE:

EXISTING ELECTICAL

JUNCTION TO REMAIN

KEY PLAN

REFERENCE

POINT

NEW 12x12 VCT

FLOOR TILE

STAIRWAY

0 52

MECH ROOM

0 36

APPROXIMATE LOCATIONS OF

TEMPORARY ELECTRICAL SCOPE

TO PENTRATE THROUGH EXISTING

RIBBON WINDOW OPENING

APPROXIMATELY 6'-0" AFF,…