PROVINCETOWN

WELLFLEET

EASTHAM

ORLEANS

CHATHAM

HARWICH

BREWSTER

DENNIS

YARMOUTH

BARNSTABLE

PLYMOUTH

BOURNE

SANDWICH

TRURO

MASHPEE

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TOWN OF PROVINCETOWN, MA PERSONNEL

LOCUS MAP: VICINITY MAP:

TOWN OF PROVINCETOWN, MASSACHUSETTS

WATER SYSTEM SCADA IMPROVEMENTS

DECEMBER 2025

EDR JOB #:24247

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TOWN MANAGER

ALEX MORSE

DIRECTOR OF PUBLIC WORKS

JIM VINCENT, P.E.

WATER SUPERINTENDENT

CODY SALISBURY

Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, P.C.

396 Main Street, Suite 15 Hyannis, MA 02601

P. 508.972.3960

PROJECT LOCUS

NOT TO SCALE

N

NOT TO SCALE

N

KNOWLES

CROSSING WATER

TREATMENT PLANT

PAUL DALEY

WELL FIELD

LEGENDS, ABBREVIATIONS, NOTES AND DRAWING INDEX

AS SHOWN

JJO & SVL

JDF

G001

NEW WORK, EQUIPMENT AND STRUCTURES ARE

SHOWN IN THIS TEXT FORMAT

NEW/EXISTING TEXT IDENTIFIER

CLIENT / SUBCONSULTANT:

CONTRACT NO.

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Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, P.C.

396 Main Street, Suite 15 Hyannis, MA 02601

P. 508.972.3960

DRAWINGS ISSUED FOR / REVISIONS

NO. DATE ISSUED FOR / REVISION BY

PROJECT TITLE:

PROJECT LOCATION:

CLIENT:

DRAWING TITLE:

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©2025 Environmental Design & Research, Landscape Architecture, Engineering, & Environmental Services, P.C. APP

DRAWING NUMBER:

DRAWN BY:

EDR JOB#:

DATE:

SCALE:

CHECKED BY:

WATER SYSTEM SCADA IMPROVEMENTS

PROVINCETOWN AND TRURO MA.

TOWN OF PROVINCETOWN, MA

2/2026

24247

26-01

2/2026 FOR BIDDING JDF RHK MET

AL ALUMINUM

ACT ACTUAL

APPR APPROXIMATE/

APPROXIMATELY

BC BOTTOM OF CURB

BLDG BUILDING

BM BENCHMARK

BOS BOTTOM OF SLOPE

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

B&B BALLED AND BURLAPPED

CAL CALIPER

CB CATCH BASIN

CF CUBIC FEET

CI CAST IRON

CIP CAST IN PLACE

CIR CIRCLE/CIRCULAR

CJ CONTROL JOINT

CLF CHAIN-LINK FENCE

CLL CONTRACT LIMIT LINE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTAINER

CONTR CONTRACTOR

CY CUBIC YARDS

DET DETAIL

DIM DIMENSION

DIA DIAMETER

DMH DROP MANHOLE

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

ES END SECTION

EX EXISTING

EXP EXPANSION

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FIN FINISH

FL FLOOR

FOPP FIBER OPTIC PATCH PANEL

FTG FOOTING

FT FOOT/FEET

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GUARDRAIL

GV GAS VALVE

HOR HORIZONTAL

HP HIGH POINT

HT HEIGHT

HW HEAD WALL

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER

IN INCH/INCHES

INL INLET

INV INVERT

IP IRON PIPE

JB JUNCTION BOX

KC KNOWLES CROSSING

L LENGTH/LONG

LA LANDSCAPE ARCHITECT

LAT LATITUDE

LF LINEAR FEET

LFT LEFT

LIN LINEAR

LP LOW POINT

M METER

MAX MAXIMUM

MCP MAIN CONTROL PANEL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MG MOUNT GILBOA

MON MONUMENT

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

NUM NUMBER

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OIT OPERATOR INTERFACE

TERMINAL

OP OUTLET PROTECTION

PA PLANTING AREA

PC POINT OF CURVATURE

PD PAUL DALEY

PL PROPERTY LINE

PLC PROGRAMMABLE LOGIC

CONTROLLER

PT POINT OF TANGENT/

PERCOLATION TEST

LOCATION

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE

PIPE

REINF REINFORCING

REQD REQUIRED

REV REVISION

ROW RIGHT OF WAY

RT RIGHT

S SOUTH

SAN SANITARY

SECT SECTION

SF SQUARE FOOT

SG SUB GRADE

SH SHEET

SI STORM INLET

SL STREET LIGHT

SPEC SPECIFICATIONS/

SPECIFIED

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STL STEEL

SY SQUARE YARD

T TANGENT

TB TEST BORING

TC TOP OF CURB

TOS TOP OF SLOPE

TS TOP OF STAIR

TW TOP OF WALL

TYP TYPICAL

T&G TONGUE AND GROOVE

UD UNDERDRAIN

USGS UNITED STATES

GEOLOGICAL SURVEY

VAR VARIES/VARIABLE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W WEST

WE WATER ELEVATION

WL WALK LIGHT

WV WATER VALVE

WWM WOVEN WIRE MESH

W/ WITH

W/O WITHOUT

YD YARD DRAIN

℄ CENTER LINE

± PLUS OR MINUS

Δ CHANGE IN VALUE

< LESS THAN

> GREATER THAN

ABBREVIATIONS

GENERAL NOTES:

1. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION AND COORDINATE

WITH PROJECT DRAWINGS.

2. THE CONTRACTOR SHALL USE THE WRITTEN DIMENSIONS PROVIDED WITHIN THE

CONTRACT DRAWINGS. SCALED DIMENSIONS SHALL NOT BE USED FOR CONSTRUCTION

PURPOSES.

3. THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY IF

CLARIFICATION OR INTERPRETATION OF THE CONTRACT DOCUMENTS, OR ANY OTHER

ASPECTS OF THE PROJECT, IS REQUIRED.

4. LEGEND REPRESENTS STANDARD LINE TYPES AND HATCHING UNLESS INDICATED ON

SPECIFIC DRAWINGS.

5. THE ABBREVIATIONS AND SYMBOLS HEREIN ARE STANDARD OF THIS OFFICE AND APPLY

TO A VARIETY OF PROJECTS. ONLY A PORTION OF THEM WILL NECESSARILY APPLY TO

ANY GIVEN PROJECT. SEE THE LISTINGS IN OTHER SECTIONS OF THIS PROJECT FOR

ADDITIONAL SYMBOLS AND ABBREVIATIONS.

6. EDR IS NOT RESPONSIBLE FOR SITE SECURITY AND SAFETY, OR CONSTRUCTION MEANS

AND METHODS.

7. EDR IS NOT RESPONSIBLE FOR THE SEQUENCING OF CONSTRUCTION UNLESS A

SEQUENCE OF CONSTRUCTION IS PROVIDED IN THE CONTRACT DOCUMENTS.

SITE CIVIL NOTES:

1. THE CONTRACTOR SHALL APPLY FOR ALL REQUIRED PERMITS, PAY ALL FEES REQUIRED

BY GOVERNING AGENCIES HAVING JURISDICTION OVER THE FACILITIES AND NATURAL

FEATURES FOUND ON SITE, AND FURNISH COPIES TO THE OWNER PRIOR TO COMMENCING

WORK.

2. THE CONTRACTOR'S WORK AREA SHALL BE CONFINED TO THE CONTRACT LIMIT LINES.

THE CONTRACTOR SHALL OBTAIN ANY ADDITIONAL EASEMENTS OR WORK RELEASES

SHOULD THE CONTRACTOR REQUIRE ADDITIONAL AREA TO ACCOMMODATE HIS

OPERATIONS.

3. SITE ACCESS IS RESTRICTED TO THE LOCATIONS DESIGNATED ON PLAN.

4. THE CONTRACTOR SHALL ADHERE TO ALL OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), STATE AND LOCAL SAFETY REGULATIONS.

5. CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER'S REPRESENTATIVE ANY

DISCREPANCIES FOUND ON THE SITE OR IN THE CONTRACT DOCUMENTS FOR REVIEW

AND RESOLUTION BEFORE PROCEEDING WITH THE WORK IN THE AREA IN QUESTION.

PROVIDE FIELD INFORMATION SPECIFIC TO THE DISCREPANCY TO EXPEDITE RESOLUTION.

6. THE BOUNDARY INFORMATION SHOWN ON THIS PLAN WAS BASED ON MassGIS GIS 2024 PARCEL DATA . BACKGROUND IMAGERY OBTIANED FROM Mass GIS 2023 AERIAL IMAGERY.

7. NO SUBSURFACE SOIL INFORMATION WAS OBTAINED ON THIS SITE FOR THIS

CONSTRUCTION.

8. THE START OF ANY ON-SITE CONSTRUCTION INCLUDING STRIPPING TOPSOIL, REMOVING

CUT OR PLACING FILL MATERIAL ESTABLISHES THAT THE CONTRACTOR ACCEPTS THE

CONTRACT DOCUMENTS AS ACCURATELY REPRESENTING THE EXISTING SITE

CONDITIONS.

9. DURING SALVAGE OPERATIONS FOR MATERIAL INTENDED FOR REUSE ON SITE, MATERIAL

MAY BE DAMAGED AND OR NOT SUITABLE FOR REUSE. THE CONTRACTOR SHALL VERIFY

QUANTITY AND QUALITY OF SALVAGED MATERIAL AND NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DEFICIENCIES.

10. ALL FACILITIES TO BE CONSTRUCTED OR INSTALLED SHALL COMPLY WITH ALL SECTIONS

AND LATEST REVISIONS OF THE REQUIREMENTS OF ALL AGENCIES OF GOVERNMENT

HAVING JURISDICTION.

11. LONG LEAD AND SCARCE MATERIALS SHALL BE ORDERED IN A TIMELY MANNER TO

PREVENT AVOIDABLE CONSTRUCTION DELAYS.

12. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE CAUSED BY CONSTRUCTION TO

EXISTING UTILITIES AND FACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED

WORK. THE CONTRACTOR SHALL REPAIR, RESTORE AND/OR REPLACE ALL DAMAGE TO

THE SATISFACTION OF OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE

OWNER.

13. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION

EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION IN ACCORDANCE WITH

SPECIFICATIONS.

14. THE CONTRACTOR SHALL RESTORE ALL DISTURBED SURFACES TO ORIGINAL OR BETTER

CONDITION INCLUDING 6 INCHES OF TOPSOIL, SEED, FERTILIZER, AND MULCH. OTHER

SURFACES SHALL BE RESTORED AS SHOWN ON THE DETAILS.

15. CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE DURING CONSTRUCTION

OPERATIONS. ALL FINAL LINES AND GRADES SHALL BE CONSTRUCTED TO MAINTAIN

POSITIVE SITE DRAINAGE TO EXISTING DRAINAGE STRUCTURES.

16. ALL PAVEMENT SHALL BE SAW CUT PRIOR TO RESTORATION.

17. CONTRACTOR SHALL COORDINATE STAGING AREAS WITH OWNER.

18. WHILE EVERY EFFORT HAS BEEN MADE TO IDENTIFY THE ITEMS TO BE DEMOLISHED, IT IS

CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SCOPE OF WORK IN THE FIELD, REVIEW

THESE CONTRACT DRAWINGS, ALL PREVIOUS CONSTRUCTION DRAWINGS / DOCUMENTS

SPECIFICATIONS, AND EXISTING FACILITY PLANS. THE CONTRACTOR SHALL REPAIR ALL

SURFACES AND PLUG ABANDONED PENETRATIONS UPON REMOVAL OF THE DEMOLISHED

ITEMS PER THE SPECIFICATIONS.

19. CONTRACTOR SHALL VISIT AND EXAMINE THE SITE TO FULLY UNDERSTAND ALL THE

CONDITIONS PERTAINING TO THE SCOPE OF WORK, UNDERSTAND DIFFICULTIES TO BE

ENCOUNTERED AND MATERIALS REQUIRED FOR THE COMPLETE INSTALLATION OF THE

WORK SHOWN ON THE DRAWINGS AND OR SPECIFIED AT NO ADDITIONAL COST TO THE

OWNER. THE EXACT LOCATION, CONDITION, SIZE, AND RIM/INVERT ELEVATIONS OF THE

EXISTING PIPING, EQUIPMENT, SERVICES, ETC. SHALL BE FIELD VERIFIED. CONTRACTOR

SHALL MODIFY LAYOUT WITH THE APPROVAL OF THE ENGINEER WHERE REQUIRED TO

CLEAR OBSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER.

20. CONTRACTOR SHALL CLEAN AND CAMERA EXISTING STORM LINES TO REMAIN, PRIOR TO

CONSTRUCTION AND REPORT FINDINGS TO OWNER'S REP.

21. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND MAKE ALL

NECESSARY PROVISIONS FOR PROTECTION OF THE PUBLIC, THE WORKERS AND THE

WORK, AND FOR MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR

TRAFFIC AS REQUIRED BY THE AGENCIES OF GOVERNMENT HAVING JURISDICTION.

22. LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, CONTROL POINTS AND

PROJECT ENGINEERING REFERENCE POINTS.

23. COMPLY WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS REGARDING MATERIALS,

METHODS OF WORK AND DISPOSAL OF EXCESS AND WASTE MATERIALS.

24. BURNING OF MATERIALS OF ANY DESCRIPTION ON THE SITE IS PROHIBITED.

25. PRIOR TO PERFORMING ANY EXCAVATION WITHIN THE CONSTRUCTION AREA, CONFIRM

WITH DIG SAFELY NEW YORK AT 1-800-962-7962 THAT ALL EXISTING UNDERGROUND

UTILITY LOCATIONS ARE CURRENTLY VERIFIED, OR ARRANGE FOR VERIFICATION.

UTILITIES NOTES:

1. EXISTING UTILITIES (PIPE/STRUCTURE LOCATIONS, SIZES, AND INVERT ELEVATIONS)

SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORDED

MAPS AND SHALL BE INTERPRETED AS APPROXIMATE ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING AND FIELD VERIFYING ALL EXISTING INFORMATION AT

ALL LOCATIONS IN CLOSE PROXIMITY TO THE UTILITIES AND WORK UNDER

CONSTRUCTION. THIS INFORMATION INCLUDES BUT IS NOT LIMITED TO EXISTING PIPE AND

STRUCTURE SIZES, PIPE AND STRUCTURE LOCATIONS, PIPE SLOPES, STRUCTURE RIM AND

INVERT ELEVATIONS, PIPE MATERIALS AND PIPE CONDITIONS. THIS SHALL INCLUDE PIPE

INVERTS, MATERIALS AND SIZES FOR UTILITIES CONNECTING TO DOWNSTREAM

STRUCTURES. THIS VERIFICATION SHALL BE COMPLETED PRIOR TO THE COMMENCEMENT

OF SHOP DRAWING SUBMITTALS, ORDERING OF MATERIALS, AND THE START OF ANY

REMOVALS FOR THIS PROJECT. ANY PROPOSED MODIFICATIONS TO THE DESIGN SHALL BE

SUBMITTED AS SHOP DRAWINGS INCLUDING BUT NOT LIMITED TO DESIGN DRAWINGS AND

UTILITY PROFILES INCLUDING PIPE AND STRUCTURE LAYOUT, STRUCTURE RIM AND

INVERT ELEVATIONS, AND PIPE SIZES, MATERIALS AND SLOPES.

2. THE OWNER'S REPRESENTATIVE SHALL REVIEW THE LAYOUT OF ALL PAVEMENTS,

UTILITIES, AND PLANTINGS IN THE FIELD BEFORE INSTALLATION. THE CONTRACTOR SHALL

SCHEDULE ADVANCED NOTIFICATION TO THE OWNER'S REPRESENTATIVE TO FACILITATE

TIMELY REVIEW.

3. THE OWNER ONLY SHALL OPERATE EXISTING VALVES AND FIRE HYDRANTS, INCLUDING

NEWLY INSTALLED VALVES AND FIRE HYDRANTS THAT HAVE BEEN PLACED INTO SERVICE.

THE CONTRACTOR IS ADVISED THAT WATERTIGHT CONDITIONS MAY NOT EXIST WHEN

EXISTING VALVES ARE CLOSED.

4. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY EXCAVATION WORK WITHIN 10 FEET

OF UTILITY POLES. THE CONTRACTOR SHALL INCLUDE THE COST OF TEMPORARY POLE

SUPPORT IN THE APPROPRIATE BID ITEM. WHERE UTILITY POLES ARE REQUIRED TO BE

SUPPORTED DURING CONSTRUCTION, THE CONTRACTOR SHALL MAKE ALL NECESSARY

ARRANGEMENTS WITH THE UTILITY COMPANY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND MAINTENANCE OF

SURFACE WATER AND/OR GROUNDWATER ENCOUNTERED DURING THE COURSE OF

WORK.

6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL PROVIDE EXPLORATORY

EXCAVATIONS AND COORDINATE ALL PIPING LAYOUTS WITH THE OWNER'S

REPRESENTATIVE TO ELIMINATE ALL CONFLICTS WITH EXISTING UTILITIES.

7. THE USE OF EXPLOSIVES OF ANY DESCRIPTION ON THE SITE IS PROHIBITED.

8. CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE

SITE AT REGULAR INTERVALS AS DETERMINED BY THE OWNER'S REPRESENTATIVE AND

SHALL NOT BE ALLOWED TO ACCUMULATE. EMPLOY APPROPRIATE MEASURES TO

PREVENT LOOSE DEBRIS FROM LEAVING THE CONSTRUCTION AREA.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE CAUSED BY CONSTRUCTION TO

EXISTING UTILITIES AND FACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED

WORK. THE CONTRACTOR SHALL REPAIR, RESTORE AND/OR REPLACE ALL DAMAGE TO

THE SATISFACTION OF UTILITY'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE

OWNER.

10. PERFORM WORK AND PROVIDE ALL MATERIALS NECESSARY TO DISCONNECT OR

RELOCATE EXISTING UTILITIES. COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES

FOR SHUTOFF AND RECONNECTION OF ACTIVE SERVICES. RECORD EXISTING UTILITY

TERMINATION POINTS BEFORE DISCONNECTION.

11. ADJUST THE RIM ELEVATIONS OF EXISTING UTILITY STRUCTURES SCHEDULED TO REMAIN

WITH THE FINISHED GRADE ELEVATIONS.

12. THE CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND WATER SERVICES AT

ALL TIMES, EXCEPT DURING APPROVED AND SCHEDULED INTERRUPTIONS. THE

CONTRACTOR SHALL SUBMIT A PROPOSED WORK SCHEDULE AND A DETAILED SANITARY

SEWER BY-PASS PROCEDURE TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. THE

CONTRACTOR SHALL RESTORE GRAVITY SANITARY SEWER SERVICE AT THE END OF EACH

WORKDAY. SHOULD THIS NOT BE POSSIBLE, THE CONTRACTOR SHALL PROVIDE AND

MAINTAIN TEMPORARY BY-PASS PUMPING OPERATIONS UNTIL NORMAL GRAVITY FLOWS

CAN BE RE-ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.

13. ALL STRUCTURES SHALL MEET THE AMERICAN ASSOCIATION OF STATE HIGHWAY &

TRANSPORTATION OFFICIALS (AASHTO) H20 LOADING REQUIREMENTS.

14. ALL NEW UTILITY LATERALS SHALL BE INSTALLED WITH A MINIMUM 1/4" PER FOOT SLOPE

UNLESS OTHERWISE DIRECTED ON THE DRAWINGS OR IN TECHNICAL SPECIFICATIONS.

15. ALL CATCH BASIN GRATES SHALL INCLUDE THE LETTERING, "NO DUMPING".

16. ALL EXISTING DRAINAGE FACILITIES SHALL BE MAINTAINED FREE OF DEBRIS AND FOREIGN

MATTER AND BE IN OPERATION THROUGHOUT CONSTRUCTION.

17. ALL PROPOSED WATER MAIN PIPING SHALL BE INSTALLED WITH A MINIMUM OF 5-FOOT OF

COVER UNLESS OTHERWISE DIRECTED ON THE DRAWINGS OR IN TECHNICAL

SPECIFICATIONS.

18. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE OWNER FOR THE WYE

DIRECTION (UPSTREAM OR DOWNSTREAM), FOR STORM AND SANITARY SYSTEMS BASED

ON THE OWNER'S INFRASTRUCTURE REQUIREMENTS.

19. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED.

20. THE CONTRACTOR IS RESPONSIBLE FOR HANDLING, CUTTING AND DISPOSAL OF ALL

ASBESTOS CEMENT (AC) PIPE TO BE REMOVED OR CUT IN ACCORDANCE WITH ALL

APPLICABLE REGULATIONS.

EROSION & SEDIMENT CONTROL & POLLUTION PREVENTION NOTES

1. AVOID ANY DISTURBANCE OF EXISTING VEGETATION ON THE SITE EXCEPT THE

VEGETATION SPECIFICALLY DESIGNATED TO BE REMOVED.

2. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT EROSION AND CONTROL

SEDIMENTATION AS REQUIRED BY THE AGENCIES OF GOVERNMENT HAVING

JURISDICTION.

3. THIS PROJECT ______HAS OBTAINED ____ DOES NOT REQUIRE COVERAGE UNDER THE

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE

POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT FOR

STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES, PERMIT NO. GP-0-20-001

(GENERAL PERMIT). THE GENERAL PERMIT AUTHORIZES STORMWATER DISCHARGES TO

SURFACE WATERS OF THE STATE FROM CONSTRUCTION RELATED ACTIVITIES. A

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED IN

ACCORDANCE WITH THIS PERMIT AND IS PART OF THE CONTRACT AND CONSTRUCTION

REQUIREMENTS FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN A COPY OF THE

APPROVED SWPPP FOR THIS PROJECT, PRIOR TO DEVELOPING A BID PRICE FOR THE

OWNER. THE SWPPP INCLUDES THE REQUIREMENTS FOR PRECONSTRUCTION ACTIVITIES,

INSPECTIONS DURING CONSTRUCTION, AND POST CONSTRUCTION CERTIFICATIONS THAT

MUST BE FOLLOWED BY THE CONTRACTOR AND THE OWNER TO STAY IN COMPLIANCE

WITH THIS PERMIT. THESE REQUIREMENTS ARE DESCRIBED IN THE SWPPP AND SHALL BE

INCLUDED INTO THE CONTRACTOR'S BID PRICING FOR THIS PROJECT, AS WELL AS THE

CONDITIONS OF WORK BY BOTH THE CONTRACTOR AND OWNER.

4. TOP DRESS, SEED, AND MULCH OR SOD ALL LAWN AREAS DISTURBED BY THE

CONSTRUCTION AS SOON AS THE FINISHED GRADING OPERATION IS COMPLETED.

5. MAINTAIN AN ADEQUATE SUPPLY OF EROSION AND SEDIMENT CONTROL MATERIALS AT

THE CONSTRUCTION SITE AT ALL TIMES TO BE USED FOR URGENT SITUATIONS, SUCH AS

UNEXPECTED HEAVY RAINFALL.

6. MAINTENANCE AND REPAIR OF ALL EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES,

HYDRAULIC SYSTEM AND FUEL TANK DRAIN DOWN, DEGREASING OPERATIONS AND OTHER

ACTIVITIES THAT MAY RESULT IN THE ACCIDENTAL RELEASE OF CONTAMINANTS MUST BE

CONDUCTED OFF-SITE. ACCIDENTAL SPILLS MUST BE CLEANED UP IMMEDIATELY AND

CONTAMINANTS DISPOSED OF PROPERLY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING SOIL AND EXCESS EXCAVATED

EARTH STOCKPILES AT A STABLE LOCATION. STOCKPILES SHALL BE STABILIZED PER THE

DETAIL.

8. CONSTRUCTION ROUTES SHALL BE STABILIZED PER THE NYS STANDARDS FOR EROSION

AND SEDIMENT CONTROL, AS NECESSARY BASED ON SITE CONDITIONS.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT, DESIGN, APPROVAL, AND

OPERATION OF THE CONCRETE WASHOUTS. THE CONCRETE WASHOUTS SHALL BE

INSTALLED A MINIMUM OF 50' FROM STORM DRAINAGE OR SURFACE WATER. CONCRETE

WASTE MATERIAL SHALL NOT BE ALLOWED TO ESCAPE FROM THE CONCRETE WASHOUT.

10. SOLID WASTE SHALL BE STORED IN COVERED DUMPSTERS OR OTHER APPROPRIATE

CONTAINERS. WASTE IS TO BE DISPOSED OF REGULARLY AND PROPERLY IN ACCORDANCE

WITH LOCAL, STATE, AND/OR FEDERAL REGULATIONS.

UFO UFO

SYMBOL ITEM

LEGEND

CAT 6 CABLE

FIBEROPTIC CABLE

SERIAL CABLE

FIBER OPTIC - UNDERGROUND

DRAWING INDEX

DRAWING NAME

GENERAL

G-000 COVER SHEET AND LOCUS AND VICINITY MAPS

G-001 LEGENDS, ABBREVIATIONS, NOTES AND DRAWING INDEX

INSTRUMENTATION

I-001 SCADA ARCHITECTURE DIAGRAMS AND LEGEND

I-101 KNOWLES CROSSING (KC) SITE PLAN AND SCOPE

I-102 PAUL DALEY (PD) SITE PLAN AND SCOPE

TREELINE

ELECTRICAL HANDHOLE

FENCE

PROPERTY LINE

AutoCAD SHX Text

EXISTING EQUIPMENT, CONDITIONS AND STRUCTURES ARE SHOWN IN THIS TEXT FORMAT.

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

EXISTING SCADA

COMPUTER

PD-W5

DESKTOP PC

PROPOSED LEGEND

SYMBOL ITEM

FIBER OPTIC PATCH PANEL (FOPP)

SERIAL TO ETHERNET CONVERTER

ETHERNET SWITCH

O≡ CONSTITUTES Tx + Rx

(1 CHANNEL)

OPERATOR INTERFACE TERMINAL

(OIT)

AVAILABLE PORT

USED PORT

CAT 6 CABLE

FIBEROPTIC CABLE

SERIAL CABLE

PAUL DALEY (PD) SCADA ARCHITECTURE DIAGRAM

PAUL DALEY WTP

CLIENT / SUBCONSULTANT:

CONTRACT NO.

O

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AL

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(2 4"

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Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, P.C.

396 Main Street, Suite 15 Hyannis, MA 02601

P. 508.972.3960

DRAWINGS ISSUED FOR / REVISIONS

NO. DATE ISSUED FOR / REVISION BY

PROJECT TITLE:

PROJECT LOCATION:

CLIENT:

DRAWING TITLE:

P:

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P ro vi nc et ow n W at er

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©2025 Environmental Design & Research, Landscape Architecture, Engineering, & Environmental Services, P.C. APP

DRAWING NUMBER:

DRAWN BY:

EDR JOB#:

DATE:

SCALE:

CHECKED BY:

WATER SYSTEM SCADA IMPROVEMENTS

PROVINCETOWN AND TRURO MA.

TOWN OF PROVINCETOWN, MA

2/2026

24247

26-01

2/2026 FOR BIDDING JDF RHK MET

SCADA ARCHITECTURE DIAGRAMS AND LEGEND

AS SHOWN

SVL

JDF

I-001

KC-W1

PLC

KNOWLES CROSSING (KC) SCADA ARCHITECTURE DIAGRAM

PD-MCP

KC-MCP

KNOWLES CROSSING WTP

EXISTING SCADA

COMPUTER

DESKTOP PC

EXISTING SCADA

COMPUTER

DESKTOP PC

PD-W6 PD-W9

PD-W8PD-W7 PD-W10

KC-W2 KC-W3

FILTER PANEL

NOTES:

1. NEW FIBER OPTIC CABLE PULLED THROUGH EXISTING CONDUITS.

SCADA 1

SCADA 1 SCADA 2

PLC PLC

PLC PLC

PLC

PLC

PLC

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

DESKTOP PC

PLC

EXISTING LEGEND

SYMBOL ITEM

DESKTOP PC

PROGRAMMABLE LOGIC

CONTROLLER (PLC)

ETHERNET SWITCH

OPERATOR INTERFACE TERMINAL

(OIT)

AVAILABLE PORT

USED PORT

CAT 6 CABLE

SERIAL CABLE

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

PLC

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

PLC PLCPLC

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

1 1 11 2 2 22 3 3 33 4 4 44 5 5 55 6 6 66

143 SHORE ROAD

TOWN OF TRURO

MAP/PARCEL: 019-001-000

N

KNOWLES CROSSING (KC) SITE PLAN AND SCOPE

AS SHOWN

JJO & SVL

JDF

I-101

CLIENT / SUBCONSULTANT:

CONTRACT NO.

O

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GI

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IN

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RC

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(2 4"

X

6"

Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, P.C.

396 Main Street, Suite 15 Hyannis, MA 02601

P. 508.972.3960

DRAWINGS ISSUED FOR / REVISIONS

NO. DATE ISSUED FOR / REVISION BY

PROJECT TITLE:

PROJECT LOCATION:

CLIENT:

DRAWING TITLE:

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©2025 Environmental Design & Research, Landscape Architecture, Engineering, & Environmental Services, P.C. APP

DRAWING NUMBER:

DRAWN BY:

EDR JOB#:

DATE:

SCALE:

CHECKED BY:

WATER SYSTEM SCADA IMPROVEMENTS

PROVINCETOWN AND TRURO MA.

TOWN OF PROVINCETOWN, MA

2/2026

24247

26-01

2/2026 FOR BIDDING JDF RHK MET

WELL NO. 1 CONTROL PANEL

OUTDOORS

WELL NO. 2 CONTROL PANEL

OUTDOORS IN FENCED IN AREA.

SCADA COMPUTERS AND MCP

LOCATED IN BUILDING

SHORE ROAD

WELL NO. 3 CONTROL PANEL

OUTDOORS IN FENCED IN AREA.

GRAPHIC SCALE (IN FEET)

050 25 50 100

KNOWLES CROSSING (KC) SITE PLAN

SCALE: 1" = 50'

A. ALL NEW NETWORK DEVICES, FIBER OPTIC CABLES AND PATCH PANELS, INSTALLATION HARDWARE, AND REQUIRED MATERIALS TO COMPLETE THE PROJECT APPROVED AND ONSITE.

B. FIBER CABLE PULL PLAN SUBMITTED AND APPROVED.

C. DETAILED WORKPLAN SUBMITTED AND APPROVED.

D. SPECIFIED SPARE PARTS ONSITE.

E. DOWNTIME COORDINATED AND APPROVED BY OWNER.

F. ON THE REEL FIBER OPTICE CABLE TESTING COMPLETED AND RESULTS SUBMITTED AND APPROVED.

G. FIBER OPTIC PATCH PANELS INSTALLED.

H. SERIAL-TO-ETHERNET CONVERTER INSTALLED.

EXAMPLE HAND HOLES

(TYPICAL OF KNOWLES CROSSING AND PAUL DALEY)

NOTES:

1. PROVIDE ETHERNET SWITCH IN ACCORDANCE WITH SECTION 406613. PROVIDE NEW DIN-RAIL MOUNTED FUSE(S), SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS, AND POWER NEW ETHERNET SWITCH THROUGH THE FUSE USING EXISTING DC POWER AVAILABLE

WITHIN THE CONTROL PANEL.

2. PROVIDE SERIAL TO ETHERNET CONVERTER IN ACCORDANCE WITH SECTION 406613. PROVIDE NEW DIN-RAL MOUNTED FUSE(S), SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS, AND POWER NEW SERIAL TO ETHERNET CONVERTER THROUGH THE FUSE USING EXISTING DC POWER AVAILABLE WITHIN THE CONTROL PANEL. CONFIGURATION OF SERIAL TO ETHERNET CONVERTER WILL BE BY OTHERS.

3. PROVIDE FIBER OPTIC PATCH PANEL (FOPP) IN ACCORDANCE WITH SECTION 406633. PROVIDE ALL HARDWARE NECESSARY TO MOUNT NEW FOPP’S IN LOCATIONS SHOWN. ALL FOPP’S SHALL BE PROVIDED WITH FIBER BREAKOUT KITS, IN ACCORDANCE WITH SECTION 406633, ARTICLE 2.05.

4. MOUNT FIBER OPTIC PATCH PANELS TO EXISTING UNISTRUT OR 3-INCH POLES. UTILIZE FLEXIBLE PVC CONDUIT BETWEEN NEW FOPP AND EXISTING CONTROL PANEL WITH A DRIP LOOP TO PREVENT THE INGRESS OF WATER. CUT BACK EXISTING CONDUIT THAT CONTAINS THE EXISTING SERIAL CABLE 2-3 FEET FROM THE CONTROL PANEL. PROVIDE NEW FLEXIBLE PVC CONDUIT TO CONNECT THE CUT BACK CONDUIT TO THE NEW FOPP.

5. LEFT EDGE OF FIBER OPTIC PATCH PANEL SHALL BE ALIGNED WITH THE LEFT EDGE OF THE EXISTING CONTROL PANEL.CUT BACK EXISTING CONDUIT THAT CONTAINS THE EXISTING SERIAL CABLE 2-3 FEET FROM THE MAIN CONTROL PANEL. PROVIDE NEW FLEXIBLE PVC CONDUIT TO CONNECT THE CUT BACK CONDUIT TO THE NEW FOPP. ADDITIONALLY, PROVIDE NEW FLEXIBLE PVC CONDUIT BETWEEN NEW FOPP AND EXISTING MAIN CONTROL PANEL.

6. REMOVE EXISTING OPTO-22 CONTROL BOARDS. PREREQUISITES TO REMOVING:

7. PROVIDE NEW FIBER OPTIC CABLE IN EXISTING CONDUITS, IN ACCORDANCE WITH SECTION 406633. NEW FIBER OPTIC CABLE TO BE PULLED THROUGH EXISTING CONDUITS USING EXISTING SERIAL CABLE AS A PULL CORD.

8. EXISTING ELECTRICAL HAND HOLE LOCATIONS AND CONDUIT ROUTING IS ESTIMATED AND MAY VARY FROM WHAT IS INSTALLED IN THE FIELD.

9. PROVIDE 10% SLACK OF FIBER OPTIC CABLE NEATLY STORED IN ELECTRICAL HANDHOLE WHILE MAINTAINING BENDING RADII.

10. EXISTING HANDHOLES AND CONDUITS HAVE A SIGNIFICANT AMOUNT OF SAND IN THEM. AS SUCH, THE CONTRACTOR SHALL SUPPLY EQUIPMENT AND LABOR AS NECESSARY TO FULLY EVACUATE SAND FROM CONDUIT INFRASTRUCTURE PRIOR TO INSTALLING NEW CABLING.

11. PROVIDE FIBER OPTIC JUMPER CABLES IN ACCORDANCE WITH SECTION 406633, ARTICLE 2.04, BETWEEN THE FIBER OPTIC PATCH PANELS AND ETHERNET SWITCHES IN EXISTING CONTROL PANELS.

12. PROVIDE COPPER ETHERNET CABLING BETWEEN THE NEW ETHERNET SWITCHES AND SERIAL TO ETHERNET CONVERTERS.

KC-WELL 1 INTERIOR

(TYPICAL FOR KC WELLS 2 AND 3)

KC-MCP EXTERIORKC-MCP INTERIOR KC-WELL 1 EXTERIOR KC-WELL 2 EXTERIOR KC-WELL 3 EXTERIOR

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3 & 5

7 9

3 & 4

3 & 4

3 & 4

MINIMUM 1 FOOT

11 SOUTH HOLLOW ROAD

TOWN OF TRURO

MAP/PARCEL: 039-180-000

9 SOUTH HOLLOW ROAD

TOWN OF TRURO

MAP/PARCEL: 039-181-000

2 SOUTH HOLLOW ROAD

TOWN OF TRURO

MAP/PARCEL: 039-176-000

PAUL DALEY (PD) SITE PLAN AND SCOPE

N.T.S.

JJO & SVL

JDF

I-102

CLIENT / SUBCONSULTANT:

CONTRACT NO.

O

RI

GI

N

AL

D

RA

W

IN

G

SI

ZE

: A

RC

H D

(2 4"

X

6"

Environmental Design & Research, Landscape Architecture, Engineering & Environmental Services, P.C.

396 Main Street, Suite 15 Hyannis, MA 02601

P. 508.972.3960

DRAWINGS ISSUED FOR / REVISIONS

NO. DATE ISSUED FOR / REVISION BY

PROJECT TITLE:

PROJECT LOCATION:

CLIENT:

DRAWING TITLE:

P:

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P ro vi nc et ow n W at er

S

CA

D A

Sy st em Im pr ov em en ts \C ad \W or ki ng D ra w in gs

\0 3_

Ci vi l\2

-I1

P au l D al ey

.d w g D at e

Pr in te d:

/1

7/

:1 3:

A

M

CHK

©2025 Environmental Design & Research, Landscape Architecture, Engineering, & Environmental Services, P.C. APP

DRAWING NUMBER:

DRAWN BY:

EDR JOB#:

DATE:

SCALE:

CHECKED BY:

WATER SYSTEM SCADA IMPROVEMENTS

PROVINCETOWN AND TRURO MA.

TOWN OF PROVINCETOWN, MA

2/2026

24247

26-01

2/2026 FOR BIDDING JDF RHK MET

PD-WELL 10 INTERIOR

PD - MCP EXTERIOR PD - MCP INTERIOR

MINIMUM 1 FOOT

PD-WELL 5 EXTERIOR

(TYPICAL FOR PD WELLS 6,7,8,9)

PD-WELL 10 EXTERIORPD-WELL 5 INTERIOR

(TYPICAL FOR PD WELLS 6,7,8,9)

3 & 4 6

3 & 13

3 & 5

PAUL DALEY (PD) SITE PLAN

SCALE: 1" = 60' N

GRAPHIC SCALE (IN FEET)

060 20 60 120

SCADA COMPUTER

AND MCP LOCATED

IN BUILDING

WELL 9 CONTROL

PANEL IN FENCED

IN AREA

WELL 5 CONTROL

PANEL OUTDOORS

WELL 6 CONTROL

PANEL IN FENCED

IN AREA

WELL 7 CONTROL

PANEL IN FENCED

IN AREA

WELL 8 CONTROL

PANEL IN FENCED

IN AREA

S HOLLOW ROAD

WELL 10 CONTROL

PANEL IN FENCED

IN AREA

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A. ALL NEW NETWORK DEVICES, FIBER OPTIC CABLES AND PATCH PANELS, INSTALLATION HARDWARE, AND REQUIRED MATERIALS TO COMPLETE THE

PROJECT APPROVED AND ONSITE.

B. FIBER CABLE PULL PLAN SUBMITTED AND APPROVED.

C. DETAILED WORKPLAN SUBMITTED AND APPROVED.

D. SPECIFIED SPARE PARTS ONSITE.

E. DOWNTIME COORDINATED AND APPROVED BY OWNER.

F. ON THE REEL FIBER OPTICE CABLE TESTING COMPLETED AND RESULTS SUBMITTED AND APPROVED.

G. FIBER OPTIC PATCH PANELS INSTALLED.

H. SERIAL-TO-ETHERNET CONVERTER INSTALLED.

NOTES:

1. PROVIDE ETHERNET SWITCH IN ACCORDANCE WITH SECTION 406613. PROVIDE NEW DIN-RAIL MOUNTED FUSE(S), SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS, AND POWER NEW ETHERNET SWITCH THROUGH THE FUSE USING EXISTING DC POWER AVAILABLE WITHIN THE CONTROL PANEL.

2. PROVIDE SERIAL TO ETHERNET CONVERTER IN ACCORDANCE WITH SECTION 406613. PROVIDE NEW DIN-RAL MOUNTED FUSE(S), SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS, AND POWER NEW SERIAL TO ETHERNET CONVERTER THROUGH THE FUSE USING EXISTING DC POWER AVAILABLE WITHIN THE CONTROL PANEL. CONFIGURATION OF SERIAL TO ETHERNET CONVERTER WILL BE BY OTHERS.

3. PROVIDE FIBER OPTIC PATCH PANEL (FOPP) IN ACCORDANCE WITH SECTION 406633. PROVIDE ALL HARDWARE NECESSARY TO MOUNT NEW FOPP’S IN LOCATIONS SHOWN. ALL FOPP’S SHALL BE PROVIDED WITH FIBER BREAKOUT KITS, IN ACCORDANCE WITH SECTION 406633, ARTICLE 2.05.

4. MOUNT FIBER OPTIC PATCH PANELS TO EXISTING UNISTRUT OR 3-INCH POLES. UTILIZE FLEXIBLE PVC CONDUIT BETWEEN NEW FOPP AND EXISTING CONTROL PANEL WITH A DRIP LOOP TO PREVENT THE INGRESS OF WATER. CUT BACK EXISTING CONDUIT THAT CONTAINS THE EXISTING SERIAL CABLE 2-3 FEET FROM THE CONTROL PANEL. PROVIDE NEW FLEXIBLE PVC CONDUIT TO CONNECT THE CUT BACK CONDUIT TO THE NEW FOPP.

5. LEFT EDGE OF FIBER OPTIC PATCH PANEL SHALL BE ALIGNED WITH THE LEFT EDGE OF THE EXISTING CONTROL PANEL.CUT BACK EXISTING CONDUIT THAT CONTAINS THE EXISTING SERIAL CABLE 2-3 FEET FROM THE MAIN CONTROL PANEL. PROVIDE NEW FLEXIBLE PVC CONDUIT TO CONNECT THE CUT BACK CONDUIT TO THE NEW FOPP. ADDITIONALLY, PROVIDE NEW FLEXIBLE PVC CONDUIT BETWEEN NEW FOPP AND EXISTING MAIN CONTROL PANEL.

6. REMOVE EXISTING OPTO-22 CONTROL BOARDS. PREREQUISITES TO REMOVING:

7. PROVIDE NEW FIBER OPTIC CABLE IN EXISTING CONDUITS, IN ACCORDANCE WITH SECTION 406633. NEW FIBER OPTIC CABLE TO BE PULLED THROUGH EXISTING

CONDUITS USING EXISTING SERIAL CABLE AS A PULL CORD.

8. EXISTING ELECTRICAL HAND HOLE LOCATIONS AND CONDUIT ROUTING IS ESTIMATED AND MAY VARY FROM WHAT IS INSTALLED IN THE FIELD.

9. PROVIDE 10% SLACK OF FIBER OPTIC CABLE NEATLY STORED IN ELECTRICAL HANDHOLE WHILE MAINTAINING BENDING RADII.

10. EXISTING HANDHOLES AND CONDUITS HAVE A SIGNIFICANT AMOUNT OF SAND IN THEM. AS SUCH, THE CONTRACTOR SHALL SUPPLY EQUIPMENT AND LABOR AS

NECESSARY TO FULLY EVACUATE SAND FROM CONDUIT INFRASTRUCTURE PRIOR TO INSTALLING NEW CABLING.

11. PROVIDE FIBER OPTIC JUMPER CABLES IN ACCORDANCE WITH SECTION 406633, ARTICLE 2.04, BETWEEN THE FIBER OPTIC PATCH PANELS AND ETHERNET

SWITCHES IN EXISTING CONTROL PANELS.

12. PROVIDE COPPER ETHERNET CABLING BETWEEN THE NEW ETHERNET SWITCHES AND SERIAL TO ETHERNET CONVERTERS.

UFO