PROPOSED WATER MAIN

PUMP STATION SITE

RING SITE

INDEX OF DRAWINGS

DRAWING No. DESCRIPTIONSHEET No.

BID DOCUMENTS

JULY 2025

CIVIL ENGINEER:

PREPARED FOR:

COVENTRY, RHODE ISLAND

KCWA WATER CONNECTION & PUMP STATION

RHODE ISLAND NATIONAL GUARD

READINESS CENTER

COVER SHEET

NOTES & LEGEND

WATER MAIN PLAN - 1

WATER MAIN PLAN - 2

WATER MAIN PLAN - 3

RING UTILITY SITE PLAN

PUMP STATION UTILITY SITE PLAN

CIVIL DETAILS - 1

CIVIL DETAILS - 2

PUMP STATION PROCESS PIPING PLAN

MECHANICAL DETAILS & DEMOLITION PLAN

ELECTRICAL LEGEND AND NOTES

ELECTRICAL ONE LINE DRAWINGS

ELECTRICAL SITE PLANS

ELECTRICAL PLANS

ELECTRICAL SCHEDULES AND DETAILS

G1.0

C1.0

C1.1

C1.2

C2.0

C3.0

C4.0

C4.1

M1.0

M2.0

E1.0

E1.1

E1.2

E1.3

E1.4

ENGINEERS - SCIENTISTS - PLANNERS

PARE CORPORATION

8 BLACKSTONE VALLEY PLACE

LINCOLN, RI 02865

401-334-4100

10 LINCOLN ROAD, SUITE 210

FOXBORO, MA 02035

508-543-1755

14 BOBALA ROAD, SUITE 2B

HOLYOKE, MA 01040

413.507.3448

ELECTRICAL ENGINEER:

LOCATION MAP

SCALE: 1" = 750'

PROJECT LIMITS

SPOT ELEVATION

SEWER MANHOLE

DRAINAGE MANHOLE

EDGE OF PAVEMENT

CURBING

GAS LINE

SANITARY SEWER LINE

CHAIN LINK FENCE

STONE WALL

TREE LINE

HYDRANT

CATCH BASIN

WATER LINE

DRAINAGE LINE

SETBACKS

EASEMENT LINE

PROPOSEDEXISTING

LEGEND

ELECTRIC

LIMIT OF DISTURBANCE

261.5

UTILITY POLE

WATER VALVE

GAS VALVE

SIGN

SAWCUT LINE

COMPOST FILTER SOCK

WETLAND EDGE

50' PERIMETER WETLAND

200' RIVERBANK

TELEPHONE LINE

OVERHEAD ELECTRIC LINE

LIGHT POLE

SAND BAGS

WIRE FENCE

WOOD FENCE

FENCE

REFERENCE

1. PROJECT LOCATION: RI NATIONAL GUARD READINESS CENTER, READ SCHOOLHOUSE ROAD, AND PUMP STATION SITE (Plat 66 LOT 18), IN COVENTRY RI 02816.

2. EXISTING CONDITIONS COMPILED FROM AVAILABLE RECORD PLANS:

2.1. "EXISTING CONDITIONS PLAN " PREPARED BY CROSSMAN ENGINEERING , DATED AUGUST 2018.

2.2. "FLAT RIVER ROAD AND READ SCHOOL HOUSE ROAD WATER MAINS AS BUILT PLANS " PREPARED BY GAROFALO & ASSOCIATES, INC., DATED NOVEMBER

2011.

2.3. SURVEY PREPARED BY DIPRETE ENGINEERING ON 6-2-2025 .

3. WETLAND FLAGS IDENTIFYING WETLAND RESOURCE AREAS WERE PLACED BY PARE CORPORATION ON 5-7-2025 AND LOCATED BY PARE CORPORATION USING A

GPS DEVICE.

4. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP FOR THE AREA (MAP NUMBER 4400C010G EFFECTIVE 12/3/2010 & 4400C010C103H EFFECTIVE 10/2/2015), THE ENTIRE SITE IS LOCATED WITHIN ZONE X.

5. ELEVATIONS SHOWN HEREON, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD 88), AS DETERMINED BY

DIPRETE ENGINEERING USING REAL TIME KINEMATIC G.P.S. OBSERVATIONS.

GENERAL NOTES

1. PER AVAILABLE RIDEM MAPPING, THE PROJECT SITE IS LOCATED OUTSIDE OF A NATURAL HERITAGE AREA.

2. THE PROJECT SITE IS NOT LOCATED WITHIN AN ENVIRONMENTAL JUSTICE AREA ACCORDING TO THE RIDEM ENVIRONMENTAL RESOURCE MAP DATABASE.

3. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE ENGINEER AND OWNER'S REPRESENTATIVE AS REQUIRED.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AND/OR BARRIERS AROUND ALL OPEN EXCAVATED AREAS IN ACCORDANCE WITH OSHA FEDERAL, STATE, AND LOCAL REQUIREMENTS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. NO FIELD ADJUSTMENTS IN THE LOCATION OF SITE ELEMENTS

SHALL BE MADE WITHOUT THE ENGINEER'S APPROVAL.

6. IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED, THE CONTRACTOR SHALL IMMEDIATELY CONTACT AND

COORDINATE ANY DEVIATIONS WITH THE ENGINEER AND OWNER.

7. ANY AREA OUTSIDE OF THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

8. ALL SITE WORK SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS PREPARED FOR THIS PROJECT.

9. ALL SIGNS SHALL BE REFLECTORIZED TYPE III SHEETING AND CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST

REVISION.

10. ALL UTILITIES (LOCATION AND ELEVATION) DEPICTED SHALL BE CONSIDERED APPROXIMATE ONLY. BEFORE COMMENCING SITE WORK IN ANY AREA, CONTACT "DIG SAFE" AT 1-888-DIG-SAFE (1-888-344-7233) TO ACCURATELY LOCATE UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES AND THE COST TO REPAIR THE DAMAGES TO INITIAL CONDITIONS, AS DEPICTED ON THE PLANS, SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

11. NO EXCAVATION SHALL BE DONE UNTIL UTILITY COMPANIES ARE PROPERLY NOTIFIED IN ADVANCE. NOTE THAT NOT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL RESPECTIVE UTILITY COMPANIES TO VERIFY AND LOCATE EXISTING UTILITIES.

DEMOLITION NOTES

1. ALL NOTED UTILITIES TO BE REMOVED AND DISPOSED OF, RELOCATED OR CAPPED REPRESENT ALL KNOWN SITE CONDITIONS TO BE DEMOLISHED. THE

CONTRACTOR SHALL COORDINATE ALL UNFORESEEN CONDITIONS WITH THE PROJECT ENGINEER, OWNER AND/OR RESPECTIVE UTILITY COMPANIES PRIOR TO

PROCEEDING WITH WORK.

2. WATER, SEWER, DRAINAGE, GAS, AND OTHER SITE UTILITIES SERVICING THE EXISTING FACILITIES ARE TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION.

THERE SHALL BE NO INTERRUPTION OF UTILITY SERVICES DURING THE CONSTRUCTION OPERATION WITHOUT APPROVAL FROM THE OWNER.

GRADING AND UTILITY NOTES

1. AT ALL LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAWCUT

TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT AND CURBS SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS.

2. ALL UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE SURROUNDING SURFACE OR PAVEMENT FINISH GRADE. RIM ELEVATIONS OF STRUCTURES AND MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS.

3. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION OF PRIVATE UTILITIES BY THE UTILITY COMPANIES, AS REQUIRED.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE PROVIDED ON A SKETCH TO SCALE OF THE EXISTING UTILITY WITH TIES

TO KNOWN POINTS, PHOTOS AND FURNISHED TO THE ENGINEER FOR RESOLUTION.

5. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES RESULTING FROM CONSTRUCTION LOADS SHALL BE RESTORED TO ORIGINAL CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

6. GAS, ELECTRIC, AND COMMUNICATIONS ROUTING ARE SUBJECT TO REVIEW AND APPROVAL BY APPROPRIATE UTILITY COMPANIES.

7. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES BY PROVIDING TEMPORARY SUPPORTS OR SHEETING AS

REQUIRED AT NO ADDITIONAL COST TO THE OWNER.

8. ALL WATER LINE BENDS AND TEES SHALL BE REINFORCED WITH THRUST BLOCKS. ALL WATER DISTRIBUTION PIPING AND FITTINGS MUST ADHERE TO THE KENT COUNTY WATER AUTHORITY (KCWA) SPECIFICATIONS AND SHALL BE INSPECTED BEFORE, DURING, AND AFTER CONSTRUCTION PRIOR TO TAPPING THE SERVICE MAIN. THE CONTRACTOR SHALL COORDINATE AND CONFIRM ALL WATER DISTRIBUTION MATERIAL PRODUCTS WITH THE KCWA PRIOR TO ORDERING OR

PURCHASING PRODUCTS.

9. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.

EROSION AND SEDIMENTATION CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING OR INSTALLING ALL TEMPORARY SEDIMENT AND EROSION CONTROLS AS SHOWN ON

THESE PLANS AND SHALL MAINTAIN ALL EROSION CONTROL MEASURES AS NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD.

2. EROSION CONTROL BARRIERS SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION

OPERATIONS.

3. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS AND AFTER EACH STORM EVENT OF 0.25 INCH OR GREATER DURING CONSTRUCTION TO ENSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRIS AND THAT THE EROSION CONTROL BARRIERS ARE INTACT. IDENTIFIED DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.

4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE OWNER OR OWNER'S

REPRESENTATIVE.

5. THE CONTRACTOR SHALL CLEAN AND MAINTAIN EROSION CONTROL BARRIER WHEN SEDIMENT ACCUMULATES TO ONE HALF THE HEIGHT OF THE BARRIER. MATERIAL COLLECTED FROM THE SEDIMENTATION BARRIERS SHALL BE REMOVED AS NECESSARY AND DISPOSED IN AN UPLAND AREA.

6. INSTALLATION OF THE EROSION CONTROL BARRIERS AS ILLUSTRATED IS INTENDED TO REPRESENT THE MINIMUM SEDIMENTATION CONTROL FACILITIES NECESSARY TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS CONDITIONS

WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.

7. THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT RESERVE OF VARIOUS EROSION CONTROL MATERIALS ONSITE AT ALL TIMES FOR EMERGENCY

PURPOSES OR ROUTINE MAINTENANCE.

8. EXISTING CATCH BASINS AND STORM DRAIN INLETS SHALL BE PROTECTED WITH APPROPRIATE TEMPORARY INLET PROTECTION IN ACCORDANCE WITH

THE RHODE ISLAND SOIL EROSION AND SEDIMENT CONTROL HANDBOOK.

9. DEWATERING WASTE WATERS PUMPED FROM EXCAVATIONS SHALL BE CONVEYED BY HOSE TO AN UPLAND AREA AND DISCHARGED INTO STRAW BALE

CORRALS OR SEDIMENTATION BAGS.

10. THE CONTRACTOR SHALL NOT REMOVE ANY TEMPORARY SEDIMENT CONTROL BARRIERS UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN

PERMANENTLY STABILIZED.

11. CONSTRUCTION SITE WASTE MATERIALS SHALL BE PROPERLY CONTAINED ONSITE AND DISPOSED OFF SITE AT A LOCATION IN ACCORDANCE WITH THE

LOCAL AND STATE REGULATIONS.

12. RIP-RAP OR OTHER ENERGY DISSIPATERS SHALL BE USED WHERE NECESSARY TO PREVENT SCOUR.

13. ALL DRAINAGE STRUCTURES SHALL BE CLEARED OF ACCUMULATED SEDIMENT PRIOR TO ACCEPTANCE OF FINAL PROJECT.

14. NEWLY VEGETATED AREAS SHALL BE MAINTAINED REGULARLY TO ENSURE STABLE VEGETATED SURFACES.

15. WHERE EROSION CONTROLS ARE NEEDED ON IMPERVIOUS SURFACES, THE CONTRACTOR SHALL PROVIDE SAND BAG EROSION CONTROL BARRIER.

GRADE TO DRAIN GTD

KCWA WATER MAIN INSTALLATION NOTES

1. ALIGNMENT: ALIGNMENT OF WATER MAIN IS DIAGRAMMATIC ONLY AND DOES NOT NECESSARILY REFLECT ALL BENDS, FITTINGS, AND APPURTENANCES THAT MAY BE REQUIRED FOR PROPER INSTALLATION. NEW WATER MAIN SHALL PASS UNDER ALL UTILITIES EXCEPT SEWER AND DRAINAGE UNLESS OTHERWISE NOTED ON THE DRAWINGS OR AS DIRECTED BY ENGINEER.

WATER MAIN CROSSING BENEATH SEWER OR LESS THAN 18-INCHES ABOVE SEWER SHALL BE SLEEVED OR ENCASED WITHIN 10 FEET OF CROSSING. PIPE DEFLECTION SHALL BE NO MORE THAN 75% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM

DEFLECTION, PER KCWA REQUIREMENTS.

2. FLUSHING & DISINFECTION: ALL NEW WATER MAIN SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH AWWA C651, LATEST REVISION, AND SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER AND THE KCWA. THE FORM OF CHLORINE

USED FOR DISINFECTION SHALL BE APPROVED BY THE KCWA.

3. TESTING: ALL NEW WATER MAIN SHALL BE SUBJECTED TO PRESSURE AND LEAKAGE TESTING PER AWWA C600, LATEST REVISION. PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL PRESSURE, BUT NO LESS THAN 150 PSI FOR 2 HOURS.

4. NO NEW WATER MAINS SHALL BE PHYSICALLY CONNECTED TO EXISTING MAINS UNTIL DISINFECTION IS COMPLETED AND BACTERIA TEST ARE APPROVED BY THE KCWA. A CLOSED VALVE SHALL NOT CONSTITUTE PHYSICAL SEPARATION BETWEEN NEW AND EXISTING MAINS. AN APPROVED BACKFLOW PREVENTER MUST BE USED FOR ANY CONNECTIONS TO NEW MAINS

PRIOR TO ACCEPTANCE.

5. FOR TESTING PURPOSES, IT MAY BE NECESSARY FOR THE CONTRACTOR TO INSTALL CHLORINATION PORTS AND CORPORATIONS AT HIGH POINTS WITHIN THE PIPING SYSTEM TO FACILITATE DISINFECTION, TESTING, AND AIR RELEASE TO PROVIDE SUFFICIENT FLUSHING CAPACITY. CORPORATIONS SHALL BE INSTALLED USING A SADDLE. SUCH CORPORATIONS

SHALL BE REMOVED AND CAPPED WITH BRASS PLUG PRIOR TO ACTIVATING THE PIPELINE.

CUT AND CAP

ASSESSORS LINE

PROPERTY LINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

BOLLARD

COUPLING

B-1 WETLAND FLAG

SEV

SOIL EVALUATION

TREE

WELL

MONITORING WELL

DOUBLE CATCH BASIN

CATCH BASIN

BENCH MARK

mw

DRILL HOLE FOUND/SET

IRON ROD/PIPE FOUND/SET

BOUND FOUND/SET

NAIL/SPIKE FOUND/SET

WELL SUPPLY

WELL DECOMMISSIONING NOTES

1. REFER TO 250-RICR-150-05-3.22(H) FOR THE RULES AND REGULATIONS ON ABANDONMENT OF PRIVATE DRINKING WATER WELLS.

2. ABANDONMENT PROCEDURES FOR MONITORING WELLS AND BORINGS CONSTRUCTED WITH AN ANNULAR SPACE:

2.1. THE BOREHOLE SHALL BE INSPECTED FROM THE LAND SURFACE THROUGH ITS ENTIRE DEPTH BEFORE IT IS SEALED, TO ENSURE AGAINST THE PRESENCE OF ANY OBSTRUCTIONS THAT WILL INTERFERE WITH SEALING OPERATIONS.

2.2. THE CASING SHALL BE REMOVED BY PULLING OR OVERDRILLING. IF THE CASING CANNOT BE REMOVED, THE SCREEN AND CASING SHALL BE SUITABLY PERFORATED FROM TOP TO BOTTOM ALLOWING FOR THE PLUGGING MATERIAL (SEE 2.3) TO PENETRATE THE ANNULAR SPACE AND FORMATION. IF THE CASING REMAINS, IT SHALL BE CUT OFF AT LEAST 4 FEET

BELOW THE GROUND SURFACE WHERE PRACTICABLE.

3. THE REMAINING CASING OR BOREHOLE SHALL BE FILLED WITH NEAT CEMENT OR NEAT CEMENT GROUT APPLIED UNDER

PRESSURE.

CONSTRUCTION SEQUENCING NOTES:

WALKER RIDGE INFRASTRUCTURE - GREEN

WASHINGTON OAK SCHOOL INFRASTRUCTURE - RED

NEW INFRASTRUCTURE - BLUE

EXISTING 20" MAIN READ SCHOOL HOUSE ROAD - CYAN

ABBREVIATIONS

CLDI CEMENT LINED DUCTILE IRON

PVC POLYVINYL CHLORIDE

DI DUCTILE IRON

DMH DRAIN MANHOLE

SMH SEWER MANHOLE

CB CATCH BASIN

UP UTILITY POLE

RCP REINFORCED CONCRETE PIPE

BIT BITUMINOUS ASPHALT

DCB DOUBLE CATCH BASIN

INV INVERT

ELEV ELEVATION

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

O

BS

\2

Jo bs

\2

.0

R

IN

G

-N ew

W at er S up pl y- R

I\D W

G S\

N O

TE

S

LE

G

EN

D .d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

NOTES & LEGEND

G1.0

UP

UP

BENCHMARK

NAIL IN UP 17-50

ELEV.=447.661

READ SCHOOL HOUSE ROAD

ASPHALT BERM

GRAVEL

DRIVEWAY

ASPHALT BERM

CONCRETE BOUND FOUND IRON PIPE FOUND GRANITE BOUND FOUND

GRAVEL

DRIVEWAY

GRAVEL

DRIVEWAY GRAVEL

DRIVEWAY

CONCRETE PILLAR

ASPHALT BERM

CONCRETE CURB

F

IE

L D S

T O N E D

R

IV

E

CO

N

CR

ET

E

SI

DE

W A

LK

CO

N

CR

ET

E

CU

RB

ASPHALT BERM

ASPHALT CURB

C O N C

RET

E C

URB

CONCRETE SIDEWALK

AP 82 LOT 1

N/F

FRANK R. & BEVERLY BERCHEM

#461 READ SCHOOL HOUSE RD AP 74 LOT 10.1

N/F

RICHARD G. HOULE

#433 READ SCHOOL HOUSE RD

AP 82 LOT 53

N/F

WALKER FARM HOMEOWNERS

AP 82 LOT 11

N/F

TYLER JAMES DESROSIERS

#454 READ SCHOOL HOUSE RD

AP 82 LOT 10

N/F

WALKER RIDGE COMMON AREA

AP 74 LOT 9

N/F

ZACHARY E. & RENEE EATON

#419 READ SCHOOL HOUSE RD

CB

RIM=442.4

INV=INACCESSIBLE

(FULL OF WATER)

DMH

RIM=445

BOTTOM=442.4

(FILLED WITH DIRT WITH A 4" VERTICAL HDPE PIPE)

A B 12" PVC

12" PVC

DMH

RIM=449.4

INV(A)=444.2

INV(B)=444.2

8" CLDI

8" CLDI (PRIVATE WATER LINE)

(SEE UTILITY PLAN REFERENCES)

TERMINUS PER UTILITY PLAN REFERENCE

20" CLDI

GRASS

WOODED

WOODED

WOODED

GRASS

GRASS

GRASS

GRASS

GRASS

10" PVC

10" PVC

8" x 8" TEE

8" GATE VALVE (TYP. OF 2)

8" DOUBLE CEMENT

LINED DI WATER MAIN

SEE UTILITY

OFFSET FOR DETAIL

CONTRACTOR TO PERFORM TEST PIT TO

VERIFY SIZE AND LOCATION OF EXISTING MAIN

CONNECT TO EXISTING WATER MAIN

WITH SOLID SLEEVE COUPLING

SEE UTILITY

OFFSET FOR DETAIL

CONNECT TO EXISTING

10" PVC WITH 10" x 8"

TAPPING SLEEVE & VALVE

0+00

1+00

2+003+00

F

IE

L D S

T O N E D

R

IV

E

READ SCHOOL HOUSE ROAD

INSTALL INLET

PROTECTION

UP

UP

BENCHMARK

NAIL IN UP 19

ELEV.=459.41

CONCRETE BOUND

FOUND

R A

IN

O N E C

O U R T

ASPHALT BERM

ASPHALT BERM

AP 82 LOT 2.2

N/F

SHANNON POSILLO

#1 RAINONE CT

AP 82 LOT 51

N/F

WALKER RIDGE COMMON AREA

AP 82 LOT 2.3

N/F

ANDREA LYNNE CARSON

#1 RAINONE CT

AP 82 LOT 1

N/F

FRANK R. & BEVERLY BERCHEM

#461 READ SCHOOL HOUSE RD

DMH

RIM=460.0

INV=INACCESSIBLE(RIM SEALED)

12" PVC (PER RECORD)

20" CLDI

GRASS

WOODED

GRASS

WOODED

WOODED

GRASS

10" PVC

10" PVC

READ SCHOOL HOUSE ROAD

8" DOUBLE CEMENT

LINED DI WATER MAIN

3+00

4+00

5+00

6+00

READ SCHOOL HOUSE ROAD

R A

IN

O N E C

O U R T

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

O

BS

\2

Jo bs

\2

.0

R

IN

G

-N ew

W at er S up pl y- R

I\D W

G S\

G

EN

ER

AL

P

LA

N .d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

WATER MAIN PLAN - 1

M

AT

C H

L

IN

E

TO

L O

W

ER

R

IG

H T

M

ATC

H

LIN

E TO

ABO

VE LEFT

M

AT

C H

L

IN

E

TO

S H

EE

T

C 1.

C1.0

PLAN VIEW

SCALE: 1' = 20'

PLAN VIEW

SCALE: 1' = 20'

UP

UP

XXXXX

X X X X X X X X X X X X X X X X X X X

UP

BENCHMARK

NAIL IN UP 20

ELEV.=464.11

GRAVEL

DRIVEWAY

STOCKADE FENCE

PICKET FENCE

ASPHALT

DRIVEWAY

ASPHALT BERM

ASPHALT BERM

HEADWALL

INV=465.5

ASPHALT BERM

ASPHALT BERM

CONCRETE SIDEWALK

CO

N

CR

ET

E

SI

DE

W A

LKPOST & RAIL FENCE

POST & RAIL FENCE

GRANITE BOUND FOUND

F

IE

L D S

T O N E D

R

IV

E

CO

N

CR

ET

E

CU

RB

CON

CRETE CURB

CONCRETE SIDEW

ALK

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT BERM

AP 82 LOT 4.2

N/F

MICHAEL J. & LISA CLIFT

#552 READ SCHOOL HOUSE RD

AP 82 LOT 3.1

N/F

CARLOS E. ALDANA

#521 READ SCHOOL HOUSE RD

AP 82 LOT 54

N/F

WALKER FARM HOMEOWNERS

AP 82 LOT 3.2

N/F

MICHAEL R. CORRIVEAU

#511 READ SCHOOL HOUSE RD

DMH

RIM=460

.0

INV=INACCESSIB

LE(R

IM SEA

LED)

DMH

RIM=465.3

INV=INACCESSIBLE(RIM SEALED)

12" PVC

12" PVC (PER RECORD)20" CLDI

2" WATER BLOW OFF

CONCRETE SIDEWALK

GRASS

WOODED

WOODED WOODED

WOODED

GRASS

LC

LC

10" PVC

10" PVC

10" PVC

12" RCP TERMINUS

UNKNOWN

READ SCHOOL HOUSE ROAD

8" x 8" TEE & VALVE

CONNECT TO EXISTING 8" MAIN

WITH SOLID SLEEVE COUPLING

CONTRACTOR TO PERFORM TEST PIT

TO VERIFY END OF EXISTING MAIN

8" GATE VALVE

8" DOUBLE CEMENT

LINED DI WATER MAIN

7+00

8+00 9+0010+00

F

IE

L D S

T O N E D

R

IV

E

READ SCHOOL HOUSE ROAD

UP

UP

UP

UP

UP

XXX

UP

BENCHMARK

NAIL IN UP 20-50

ELEV.=472.55

READ SCHOOL HOUSE ROAD

ASPHALT BERM

EDGE OF PAVEMENT

CONCRETE CURB

CONCRETE SIDEWALK ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

A S P H A L T

D R

IV

E W

A

YASPHALT CURB

ASPHALT BERM

CONCRETE SIDEWALK

SI

GN

RAILROAD TIE

RETAINING WALL

FES

INV=473.4

RIP RAP

ASPHALT CURB

ASPHALT BERM

STOCKADE FENCE

ASPHALT

DRIVEWAY

HEADWALL

INV=465.5

READ SCHOOL HOUSE ROAD

NIKE SITE ROAD

AP 82 LOT 24

N/F

TOWN OF COVENTRY

IRON ROD

FOUND

AP 82 LOT 25

N/F

KENT COUNTY WATER AUTHORITY

#500 READ SCHOOL HOUSE RD AP 82 LOT 24

N/F

TOWN OF COVENTRY

AP 82 LOT 9.2

N/F

DEBORAH A. BARRETT

#600 READ SCHOOL HOUSE RD

AP 82 LOT 4.1

N/F

CONSTANTINO LEMA

#551 READ SCHOOL HOUSE RD

A

B

C

DMH

RIM=472.4

INV(A)=468.3

INV(B)=465.4

INV(C)=465.5

12" PVC

PV

C

DCB

RIM=472.2

A

B

DMH

RIM=476.1

INV(A)=470.8

INV(B)=470.8

P V C

12" HDPE

TERMINUS UNKNOWN

20" CLDI

2" WATER BLOW OFF

AP 82 LOT 5

N/F

SHEILA WENDOLOSKI REVOCABLE TRUST

#571 READ SCHOOL HOUSE RD

LC

LC

GRASS

GRASS

GRASS

WOODED

GRASS WOODED

LC

GRASS

WOODED

GRASS

10" PVC

10" PVC

d

12" RCP TERMINUS

UNKNOWN

12" RCP

8" x 8" TEE & VALVE

CONNECT TO EXISTING 10"

PVC WITH 10" x 8" TAPPING

SLEEVE & VALVE

FIRE HYDRANT

ASSEMBLY

8" GATE VALVE

8" DOUBLE CEMENT

LINED DI WATER MAIN

11+0012+0013+00

14+00

15+00

SEE UTILITY

OFFSET FOR DETAIL

READ SCHOOL HOUSE ROAD

READ SCHOOL HOUSE ROAD

NIKE SITE ROAD

SEE UTILITY

OFFSET FOR DETAIL

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

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I N at io na l G ua rd C ov en try , R ho de

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JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

WATER MAIN PLAN - 2

M

AT

C H

L

IN

E

TO

S H

EE

T

C 1.

M

AT

C H

L

IN

E

TO

L O

W

ER

R

IG

H T

M

AT

C H

L

IN

E

TO

A

BO

VE

L

EF

TM

AT

CH

L

IN

E

TO

S

HE

ET

C 1.

C1.1

PLAN VIEW

SCALE: 1' = 20'

60' EASEMENT

N+-E S+TE 41A&

8" DOUBLE CEMENT

LINED DI WATER MAIN

16+00 17+00

18+00 19+00

20+00

N+-E S+TE 41A&

60' EASEMENT

N+-E S+TE 41A&

8" DOUBLE CEMENT

LINED DI WATER MAIN

20+00

21+00

22+00

23+00

24+00

25+00

N+-E S+TE 41A&

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

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\2

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\2

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IN

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W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

WATER MAIN PLAN - 3

M

AT

C H

L

IN

E

TO

S H

EE

T

C 1.

M

AT

C H

L

IN

E

TO

L O

W

ER

R

IG

H T

M

AT

CH

L

IN

E

TO

S

HE

ET

C 2.

M

AT

C H

L

IN

E

TO

A

BO

VE

L

EF

T

C1.2

PLAN VIEW

SCALE: 1' = 20'

E

E

E

E

E

E

E

E

3 - 8" GATE

VALVE(TYP.)

2 - 8" X 8"

TEE(TYP.)

HOT BOX ENCLOSURE (WITH

METER & BACKFLOW

PREVENTER) SEE DETAIL

SHEET M2.0

FIRE

HYDRANT

ASSEMBLY

29+04

25+00 26+00 27+00 28+00

29+00

SEE UTILITY OFFSET

FOR DETAIL

8" DOUBLE CEMENT

LINED DI WATER MAIN

CONTRACTOR TO CONNECT 50 AMP

FEEDER FROM 120/203v PANEL

LOCATED INSIDE BUILDING

INSTALL INLET

PROTECTION

INSTALL INLET

PROTECTION

INSTALL INLET

PROTECTION

INSTALL INLET

PROTECTION ECUT AND CAP

EXISTING

WATER MAIN

DECOMMISSION

WATER SUPPLY WELL

CUT AND CAP

EXISTING WATER MAIN

DECOMMISSION

WATER SUPPLY WELL

CUT AND CAP

EXISTING WATER MAIN

12,000-GALLON UNDERGROUND

STORAGE TANK TO BE FILLED

WITH GRAVEL BORROW AND

ABANDONED IN PLACE

RING PUMP STATION TO BE DEMOLISHED

SEE SHEET M2.0

DECOMMISSION

WATER SUPPLY WELL

CUT AND CAP EXISTING

WATER MAIN

CUT AND CAP EXISTING

WELL SUPPLY

REMOVE AND DISPOSE OF HATCH

RING PUMP STATION VAULT TO BE

ABANDONED IN PLACE, SEE SHEET M2.0

CONNECT TO EXISTING WATER MAIN WITH 8" X

8" TEE, 8" X 4" REDUCER, 4" GATE VALVES AND

TRANSITION COUPLINGS (TYP.)

CONTRACTOR TO PERFORM TEST PIT TO VERIFY

LOCATION OF EXISTING MAIN

29+04

29+00

8" GATE VALVE

SEE UTILITY

OFFSET FOR DETAIL

INSTALL INLET

PROTECTION

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

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JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

RING UTILITY SITE PLAN

C2.0

UTILITY PLAN

SCALE: 1' = 40'

PUMP STATION & WELL #3

SCALE: 1' = 10'

WELL #1

SCALE: 1' = 10'

WELL # 2

SCALE: 1' = 10'

KCWA WATER CONNECTION

SCALE: 1' = 10'

M

AT

C H

L

IN

E

TO

S H

EE

T

C 1.

KCWA WATER CONNECTION

PUMP STATION & WELL #3

WELL #1

WELL #2

NOTES:

1. THE DRILLED DEPTH OF WELL #3 (WL003) IS NOT IDENTIFIED,

CONTRACTOR TO FIELD VERIFY.

2. DRILLED WELL #4 (WL004) WAS ABANDONED IN OCTOBER 2024.

RHODE ISLAND NATIONAL GUARD WELL SYSTEM SUMMARY

WELL NAME

(PWS ID #)

WELL CASING

DIAMETER (IN.) WELL DEPTH (FT.) SUBMERSIBLE PUMP

DEPTH (FT.)

DRILLED WELL #1 (WL001) 8 -> 6 (TELESCOPIC) 550 300

DRILLED WELL #2 (WL002) 8 -> 6 (TELESCOPIC) 610 225

DRILLED WELL #3 (WL003) 6 -- (SEE NOTE 1) 310

X X X X X X X X

X X

XXXXXXXX

X X X X X X

X X X X X X X

UP

E

E

E

E

E

E

E

E E E E E E E E

E E

E

E

E

E

E

E

E

E

E

E

R E A D S

C H O O L H

O U S E R

O A D

WOODED

ELECTRIC METER

AP 66 LOT 17.2

N/F

KATHLEEN M. MCKINNEY

BENCHMARK

PUNCH MARK ON RIM

ELEV.=389.28

METAL BUILDING

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

GATE

CONCRETE

METAL STRUCTURE

WOODED

WOODED

GRASS

GRAVEL ACCESS ROAD

DMH

RIM=391.2

HEADWALL

INV=382.8

12" RCP

TERMINUS UNKNOWN

AP 66 LOT 19

N/F

NIKOLAOS & PATRICE TSIGARIDAS

AP 74 LOT 20

N/F

KENT COUNTY WATER AUTHORITY

AP 74 LOT 18

N/F

W.F.P. ASSOCIATES, L.P.

100' DEED BOOK 84 PAGE 105

100'± DEED BOOK 1532 PAGE 298

STA 19+62.42, R 25.00'

IRON ROD

FOUND/HELD

GRANITE BOUND

FOUND/HELD

GRANITE BOUND

FOUND/HELD FOR LINE

0.16' SW OF LOT CORNER

GRANITE BOUND

FOUND

(SEE DETAIL)

.4

0.12'

50' WIDE

WATER & ACCESS EASEMENT

DEED BOOK 1143, PAGE 225

12" PVC (PER RECORD)

APPROXIMATE LOCATION

OF DMH PER RECORD

(NOT VISUALLY OBSERVED)

DMH

RIM=400.6

#220

SINGLE STORY

WOOD FRAME DWELLING

APPROXIMATE LOCATION

OF VAULT PER RECORD

(NOT VISUALLY OBSERVED)

S T A T E H

IG

H W A Y L

IN

E

" C

L D I

12" AC (ABANDONED)

8" BLUE BRUTE (ABANDONED)

12" PVC (PER RECORD)

12" PVC (PER RECORD)

" P

V C (P

E R R

E C O R D

E D G E O

F P

A V E M E N T

10.8'

.5

(M)

METAL BUILDING

W W W W W W W W W W W W W W W W W W W

W

W

W W W W W W W W W W W W W W W W W W

W

W W

W W

W W

W W

W W

W W

W W

" C

L D I

" C

L D I

" P

V C

8" x 8" TAPPING

SLEEVE & VALVE

10" x 8" TEE & VALVE

10" PUMP STATION DISCHARGE

12" PUMP STATION

SUCTION

MAINTENANCE

HYDRANT ASSEMBLY

EXISTING WALKER

RIDGE PUMP STATION

6' HIGH CHAIN LINK FENCE WITH 6'

WIDE DOUBLE DOOR ENTRANCE GATE

12" GATE VALVE

10" GATE VALVE

35'

12" DI

10" x 10" TAPPING SLEEVE & VALVE

12" SUCTION

WASHINGTON OAK

SCHOOL

8" SUCTION

WALKER RIDGE

8" DISCHARGE

WALKER RIDGE

APPROXIMATE BORING LOCATION.

BORINGS WERE COMPLETED BY GEOLOGIC, INC.

ON MAY 5, 2025. BORINGS WERE OBSERVED BY

PARE CORPORATION PERSONNEL.

CONTRACTOR TO PERFORM TEST PIT TO VERIFY

CONFIGURATION AND LOCATION OF EXISTING MAIN

CONNECT TO EXISTING WATER

MAIN WITH SOLID SLEEVE

COUPLING

SEV

SEV

SEV

SEV

SEV

12" TEE & 12"

GATE VALVE12" GATE VALVE

R E A D S

C H O O L H

O U S E R

O A D

AREA SUBJECT TO STORM FLOWAGE

RIDEM 75' BUFFER ZONE

RIDEM JURISDICTIONAL AREA

FIELD VERIFIED

WETLAND EDGE

EXISTING WASHINGTON OAK

SCHOOL PUMP STATION10" DISCHARGE

WASHINGTON OAK

SCHOOL

CONCRETE WALKWAY

3' WIDE

GATE

PROPOSED NEW 13' x 35'

PREFABRICATED PUMP

STATION FLUSH WITH 6"

CONCRETE PAD

DIESEL EMERGENCY/

BACKUP GENERATOR

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

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I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

0 10' 20' 40'

Scale: 1"=20'

PUMP STATION UTILITY

SITE PLAN

C3.0

WATER

FLOW

AREA TO BE

PROTECTED

WORK

AREA

AREA TO BE

PROTECTEDWORK AREA

NOTES:

1. COMPOST/ SOIL/ ROCK/ SEED FILL TO MEET APPLICATION REQUIREMENTS.

2. COMPOST MATERIAL TO BE REMOVED OR DISPERSED ON SITE AS DETERMINED BY

ENGINEER.

3. IF SOCK NETTING MUST BE JOINED, FIT BEGINNING OF NEW SOCK OVER END OF OLD

SOCK, OVERLAPPING BY 2 FEET AND STACK OVERLAP. IF SOCK NETTING IS NOT

JOINED, OVERLAP OLD SOCK WITH NEW ONE BY MINIMUM OF 2 FEET.

COMPOST FILTER SOCK DETAIL

NOT TO SCALE

COMPOST

SILTSOCK

STAKE ON 10'

LINEAL

SPACING 2"x2" WOODEN STAKE

COMPOST FILTER

SOCK (12"

MINIMUM)

3" -4

1' -0

3/4" CHAMFER (TYP)

#4 @ 12" O.C (BOTH WAYS)

COMPACTED SAND

GRAVEL FILL

95% COMPACTED

SUBGRADE

SEE PLANS FOR DIMENSIONS

M

IN

8"

(TYP)

4,000 PSI CEMENT

CONCRETE

6"

1. REINFORCING TO BE #4 GRADE 60 BARS AND SHALL CONFORM TO ASTM STANDARD

A-615 OF THE LATEST DATA. REINFORCING RODS TO BE LOCATED IN THE CENTER OF

THE SLAB, WITH A MINIMUM OF 2" CLEARANCE FROM FACE OF CONCRETE.

2. CONTRACTOR SHALL COORDINATE LOCATIONS OF OPENINGS, FENCE POSTS, OR

OTHER FEATURES IN SLAB.

NOTES:

CEMENT CONCRETE PAD

NOT TO SCALE

6" M

IN

REVEAL VARIES,

REFER TO PLANS

TRENCH

AREA

12" GRAVEL BORROW

SUBBASE.

LIMITS OF EXCAVATION

(WIDTH VARIES)

NOTES:

1. RATE OF SLOPE TO MATCH EXISTING TOWARDS EDGE OF PAVEMENT.

2. CONTRACTOR TO COORDINATE IN THE FIELD WITH THE ENGINEER FOR ALL DRIVEWAY

TRANSITIONS.

3. PAVEMENT THICKNESS TO MATCH EXISTING CONDITIONS.

4. TWO 2" LIFTS OF CLASS 19 HMA TO BE INSTALLED AT THE END OF EACH WEEK WITHIN

THE LIMITS OF EXCAVATION. THE TRENCH AREA SHALL BE LEFT 1-1/2" BELOW FINISHED

GRADE.

5. THE INITIAL TRENCH PAVEMENT SHALL REMAIN IN PLACE FOR 45-90 CALENDAR DAYS

PRIOR TO CURB-TO-CURB MILL AND OVERLAY.

6. FULL WIDTH (CURB TO CURB) MILL AND OVERLAY REQUIRED WITHIN READ SCHOOL

HOUSE ROAD TOWN RIGHT-OF WAY. 8-FOOT WIDTH MILL AND OVERLAY REQUIRED

WITHIN NIKE ROAD.

PAVEMENT RESTORATION DETAIL

NOT TO SCALE

4-INCH THICK CLASS 19

HMA PAVEMENT PLACED IN

2 COURSES

SAWCUT EXISTING PAVEMENT (TYP.)

EXISTING PAVEMENT

UNDISTURBED MATERIAL

BACKFILL COMPACTED TO

95% IN 12" LOOSE LIFTS

TYPE SS-1 EMULSION

(TACK COAT) (TYP.)

EXISTING CURB

EXISTING SIDEWALK

1-1/2" MILL AND OVERLAY WITH

CLASS 12.5 HMA (SEE NOTES

FOR REQUIRED WIDTH)

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

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Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

CIVIL DETAILS - 1

C4.0

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

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W A

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Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

CIVIL DETAILS - 2

C4.1

VFDs

TELEMETRY CABINET

ALARM LIGHT

EXTERIOR LIGHT

6'-0" DOUBLE DOOR

CONTROL PANEL

LIGHTING PANEL

DISTRIBUTION PANEL

AND TRANSFORMER

MAIN DISCONNECT

AUTOMATIC

TRANSFER

SWITCH

HVAC

UNIT

DEHUMIDIFIER

8" MAGNETIC FLOW

METERCRANE RAIL W/HOIST

AND TROLLEY

8" SUCTION

HEADER

BUILDING EXTERIOR

PUMP

#5

8" SUCTION

HEADER

8" MAGNETIC FLOW

METER

500 GALLON

HYDROPNEUMATIC

TANK

8" DI PIPE8" DI PIPE

500 GALLON

HYDROPNEUMATIC

TANK

PUMP

#1

PUMP

#2

PUMP

#3

PUMP

#4

PUMP

#1

PUMP

#2

PUMP

#3

PUMP

#4

PUMP

#5

35'-0"

'-0

8" DISCHARGE

HEADER

PUMP STATION PROCESS

PIPING PLAN

PUMP STATION

INTERIOR PIPING

SECTION

SCALE: 1/2" = 1'0"

M1.0

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

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\2

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W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

PUMP SCHEDULE

DESCRIPTION FLOW, GPM TDH, FEET MOTOR, HP

PUMP #1 40 175 5

PUMP #2 65 175 7.5

PUMP #3 65 175 7.5

PUMP #4 65 175 7.5

PUMP #5 1,000 275 100.0

PUMP STATION

INTERIOR PIPING PLAN

SCALE: 1/2" = 1'0"

30"

(MIN.)

30"

(MIN.)

(M

IN

ELECTRICAL CONDUIT FOR HEATERS

ELECTRICAL CONDUIT FOR LIGHT

ELECTRICAL CONDUIT FOR 400W

SERVICE PANEL

36" HORIZONTAL SEPARATION OF

ELECTRICAL COMPONENTS TO

ADJACENT WALL PER NEC (TYP.)

LIFTING HANDLE (TYP.)

DRAIN PORT W/

STAINLESS

STEEL RODENT

SCREEN (TYP.)

INTERNAL

ANCHOR (TYP.)

1,500W, 120V, 1-PHASE HEATER (TYP. OF 4)LIGHT (TYP.)

8" WATTS MODEL 957 S/S

REDUCED PRESSURE ZONE

BACKFLOW ASSEMBLY WITH

OS&Y GATE VALVES ASSEMBLY.

WASTE TO DRAIN PORTS (TYP.

OF 2)

NEW 14'L x 9'W x 7.5'H

ALUMINUM ENCLOSURE

ENCLOSURE SEAM (TYP.)

NEPTUNE MACH 10

ULTRASONIC FLOW

METER

NEMA 4X ELECTRICAL SERVICE

CABINET (20"L x 9"W x 24"H)

DEHUMIDIFIER (TYP.)

HESSAIRE MODEL 10SF-TH OR

APPROVED EQUIVALENT, 120 V/1 PH

SHUTTER MOUNTED FAN, 650 CFM

WITH THERMOSTAT CONTROL

30"

(MIN.)

49 34"20"23 34"

30"

(MIN.)

8" OS&Y GATE VALVE (TYP.)

PROVIDE MIN. 6" BETWEEN CEILING

AND FULLY OPEN OS&Y VALVE

8" TEE FOR BYPASS LINE

1.5" THICK

INSULATION

12" SPOOL PIECE WITH 2" TEST

PORT, PER MANUFACTURER'S

RECOMMENDATION

CONCRETE PAD (TYP.)

PROVIDE CORROSION-RESISTANT STEEL PIPE

SUPPORTS W/ 1 SF, 1/4"-THICK STEEL PLATE AT

CONCRETE TO DISTRIBUTE LOAD. SUPPORTS SHALL

BE STANDON MODEL C92 ADJUSTABLE SADDLE

CLAMP SUPPORT OR APPROVED EQUIVALENT (TYP.)

4" SUPPLY LINE FROM

STORAGE TANK

TO DISTRIBUTION

CHEMICAL FEED TUBING

FROM CHEMICAL

METERING PUMPS

CONCRETE VAULT

TO BE FILLED WITH

GRAVEL BORROW

CONTRACTOR TO

REMOVE & DISPOSE

ALL INTERIOR

EQUIPMENT

INCLUDING PUMPS,

TANKS, TUBING,

HVAC, ,

INSTRUMENTATION,

HATCH,

ELECTRICAL, ETC.

CHEMICAL FEED TUBING

CHEMICAL DAY TANK

CHEMICAL FEED PUMP

CONTAINMENT

PALLET

CHEMICAL MIXER

RING PUMP

STATION VAULT

(BELOW GRADE)

CONTRACTOR TO REMOVE &

DISPOSE OF STRUCTURE

INCLUDING BUT NOT LIMITED TO,

CONCRETE BLOCKS, WALLS,

DOORS, AND ROOF

CHEMICAL FEED TUBING

CHEMICAL DAY TANK

CHEMICAL FEED PUMP

CONTAINMENT PALLET

CHEMICAL MIXER

MECHANICAL DETAILS &

DEMOLITION PLAN

HOTBOX ENCLOSURE

SCALE: NOT TO SCALE

M2.0

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

Z:

\J

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R

IN

G

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W at er S up pl y- R

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W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JULY 2025

AS NOTED

KS/MDD

SPD

AWB

LMG

PLAN

SECTION A-A

RING PUMP STATION VAULT DEMOLITION PLAN

SCALE: NOT TO SCALE

RING PUMP STATION BUILDING DEMOLITION PLAN

SCALE: NOT TO SCALE

GENERAL NOTESELECTRICAL SYMBOLS ELECTRICAL SYMBOLS

SECURITY SYSTEM SYMBOLS

ABBREVIATIONS

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

W :\Y ea r -

5\

7.

R

IN

G N ew W at er

S up pl y

Bo os te r S ta tio n\ El ec tri ca l D ep ar tm en t\2

.0

El ec tri ca l P la ns

.d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JUNE 2025

AS NOTED

MC

MC

RB

MC

ENGINEERING, INC.

Mechanical/Electrical Engineers 150 Grossman Drive, Suite 309 Braintree, Massachusetts 02184 617-221-9220 web: www.sar.com

ELECTRICAL

LEGEND AND NOTES

E1.0 12 16

PUMP STATION ONE LINE DIAGRAM

NOT TO SCALE

HOT BOX ONE LINE DIAGRAM

NOT TO SCALE

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

W :\Y ea r -

5\

7.

R

IN

G N ew W at er

S up pl y

Bo os te r S ta tio n\ El ec tri ca l D ep ar tm en t\2

.0

El ec tri ca l P la ns

.d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JUNE 2025

AS NOTED

MC

MC

RB

MC

ENGINEERING, INC.

Mechanical/Electrical Engineers 150 Grossman Drive, Suite 309 Braintree, Massachusetts 02184 617-221-9220 web: www.sar.com

ELECTRICAL

ONE LINE DIAGRAMS

E1.1 13 16

E

E

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E

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E

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E

E

E

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E

E

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E

E

E

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E

E

E

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E

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E

E

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E

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E

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E

E

E

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E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

W :\Y ea r -

5\

7.

R

IN

G N ew W at er

S up pl y

Bo os te r S ta tio n\ El ec tri ca l D ep ar tm en t\2

.0

El ec tri ca l P la ns

.d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JUNE 2025

AS NOTED

MC

MC

RB

MC

ENGINEERING, INC.

Mechanical/Electrical Engineers 150 Grossman Drive, Suite 309 Braintree, Massachusetts 02184 617-221-9220 web: www.sar.com

ELECTRICAL

SITE PLANS

E1.2

PUMP STATION SITE PLAN

SCALE: 1" = 10'

HOT BOX SITE PLAN

SCALE: 1" = 5'

14 16

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

W :\Y ea r -

5\

7.

R

IN

G N ew W at er

S up pl y

Bo os te r S ta tio n\ El ec tri ca l D ep ar tm en t\2

.0

El ec tri ca l P la ns

.d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JUNE 2025

AS NOTED

MC

MC

RB

MC

ENGINEERING, INC.

Mechanical/Electrical Engineers 150 Grossman Drive, Suite 309 Braintree, Massachusetts 02184 617-221-9220 web: www.sar.com

ELECTRICAL

PLANS

E1.3

PUMP STATION PLAN

SCALE: 1/4" = 1'

HOT BOX PLAN

SCALE: 1/4" = 1'

15 16

POWER CABLE/CONDUIT SCHEDULE

NO SCALE

DUCTBANK SECTIONS

DUCT / CABLE SCHEDULE

SECTION B-BSECTION A-A

PANEL SCHEDULE

LIGHTING FIXTURE SCHEDULE

SECTION C-C

NOT TO SCALE

RISER DETAIL

UTILITY POLE SERVICE

REVISIONS:

PROJECT NO.:

APPROVED BY:

DRAWN BY:

DESIGNED BY:

CHECKED BY:

SCALE:

DATE:

DRAWING NO.:

SHEET NO.

DRAWING TITLE:

OF

1"

SCALE ADJUSTMENT GUIDE

0"

ORIGINAL DRAWING

BAR IS ONE INCH ON

W :\Y ea r -

5\

7.

R

IN

G N ew W at er

S up pl y

Bo os te r S ta tio n\ El ec tri ca l D ep ar tm en t\2

.0

El ec tri ca l P la ns

.d w g

K C

W A

W at er C on ne ct io n

Pu m p St at io n R

I N at io na l G ua rd C ov en try , R ho de

Is la nd

25066.00

JUNE 2025

AS NOTED

MC

MC

RB

MC

ENGINEERING, INC.

Mechanical/Electrical Engineers 150 Grossman Drive, Suite 309 Braintree, Massachusetts 02184 617-221-9220 web: www.sar.com

ELECTRICAL

SCHEDULES AND

DETAILS

E1.1 16 16

E1.4