town of colchester, connecticut · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall...

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File No. 2170435 COPYRIGHT 2018 WESTON & SAMPSON TOWN OF COLCHESTER, CONNECTICUT SEPTEMBER 2019 Weston & Sampson Engineers, Inc. 273 Dividend Road, Rocky Hill, CT 06067 DEPARTMENT OF PUBLIC WORKS - FIRST SELECTMAN: ART SHILOSKY DEPARTMENT OF PUBLIC WORKS COLCHESTER SEWER AND WATER COMMISSION LOCATION MAP SCALE: 1"=1000' RFP 2019 - 18 WELL 3A - PUMP HOUSE AND ASSOCIATED PIPING SITE LOCATION

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Page 1: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

File No. 2170435

COPYRIGHT 2018 WESTON & SAMPSON

TOWN OF COLCHESTER,CONNECTICUT

SEPTEMBER 2019

Weston & Sampson Engineers, Inc.

273 Dividend Road, Rocky Hill, CT 06067

DEPARTMENT OF PUBLIC WORKS

- FIRST SELECTMAN: ART SHILOSKY

DEPARTMENT OF PUBLIC WORKSCOLCHESTER SEWER AND WATER COMMISSION

LOCATION MAP

SCALE: 1"=1000'

RFP 2019 - 18WELL 3A - PUMP HOUSE

AND ASSOCIATED PIPING

SITE LOCATION

AutoCAD SHX Text
1 -- COVER -- COVER COVER 2 G-1 ABBREVIATIONS, NOTES AND LEGEND G-1 ABBREVIATIONS, NOTES AND LEGEND ABBREVIATIONS, NOTES AND LEGEND 3 C-1 SITE PLAN C-1 SITE PLAN SITE PLAN 4 C-2 CIVIL DETAILS C-2 CIVIL DETAILS CIVIL DETAILS 5 M-1 PUMPING STATION PLAN AND DETAILS 1 M-1 PUMPING STATION PLAN AND DETAILS 1 PUMPING STATION PLAN AND DETAILS 1 6 M-2 PUMPING STATION PLAN AND DETAILS 2 M-2 PUMPING STATION PLAN AND DETAILS 2 PUMPING STATION PLAN AND DETAILS 2 7 M-3 WELL CONSTRUCTION DETAIL M-3 WELL CONSTRUCTION DETAIL WELL CONSTRUCTION DETAIL 8 E-1 ELECTRICAL LEGEND, ABBREVIATIONS, DETAILS AND GENERAL NOTES E-1 ELECTRICAL LEGEND, ABBREVIATIONS, DETAILS AND GENERAL NOTES ELECTRICAL LEGEND, ABBREVIATIONS, DETAILS AND GENERAL NOTES 9 E-2 ELECTRICAL SITE PLAN E-2 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 10 E-3 ELECTRICAL PLANS, ONE LINE DIAGRAM, AND SCHEDULE E-3 ELECTRICAL PLANS, ONE LINE DIAGRAM, AND SCHEDULE ELECTRICAL PLANS, ONE LINE DIAGRAM, AND SCHEDULE
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
DRAWING NAME
AutoCAD SHX Text
%%UDRAWING INDEX
AutoCAD SHX Text
9/10/2019
Page 2: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANSNOTE:

LEGEND

CMP CORRUGATED METAL PIPE

PRESTRESSED CONCRETE CYLINDER PIPE

MH MANHOLE

TYP

VERT

UP

VC

RCP

ROW

STA

TBM

SF

OD

PCCP

PVC

PVMT

PE

L

P

MISC

MIN

NF

MJ

RIGHT-OF-WAY

REINFORCED CONCRETE PIPE

TEMPORARY BENCH MARK

TYPICAL

UTILITY POLE

VERTICAL

VITRIFIED CLAY

STATION

SQUARE FEET

MISCELLANEOUS

PROPERTY LINE

MECHANICAL JOINT

OUTSIDE DIAMETER

POLYVINYL CHLORIDE

POLYETHYLENE

PAVEMENT

MINIMUM

NOT FOUND

FLG

MAX

MB

ID

LF

IP

GALV

HYD

INV

FT

G

ELEV

EOP

EW

EX

EA

DIA

DMH

CONC

D

DI

FLANGE

INSIDE DIAMETER

INVERT

MAXIMUM

IRON PIPE

LINEAR FEET

MAIL BOX

FEET, FOOT

NATURAL GAS

GALVANIZED

FIRE HYDRANT

DRAIN MANHOLE

EDGE OF PAVEMENT

EXISTING

ELEVATION

EACH WAY

EACH

STORM DRAIN

DUCTILE IRON

DIAMETER

CONCRETE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ASPHALT COATED CORRUGATED METAL PIPE

ABBREVIATIONS

BIT

CB

CC

CI

C

L

CL

BLDG

CATV

BM

BO

BV

ARV

ASTM

ACCMP

AC

BC

BITUMINOUS

BUTTERFLY VALVE

CABLE TELEVISION

CONCRETE CURB

CATCH BASIN

CAST IRON

CENTERLINE

CEMENT LINED

BUILDING

BENCH MARK

BLOW OFF

ASBESTOS CEMENT PIPE

AIR RELEASE VALVE

BITUMINOUS CONCRETE

TO EXCAVATION.

SHALL BE GIVEN TO THE OWNER AND ENGINEER PRIOR

BEFORE YOU DIG PROJECT REFERENCE NUMBER(S)

TEST PITS TO LOCATE EXISTING UTILITIES MAY BE

SIZE AND TYPE.

ORDERED BY THE ENGINEER TO DETERMINE WHETHER TO

RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR

EXISTING UTILITIES OR VERIFY EXISTING UTILITY LOCATION,

AND SPECIFICATIONS.

DETAILS AND MINIMUM BLOCK BEARING AREAS, SEE DETAILS

APPROVED JOINT RESTRAINT METHODS SHALL BE PROVIDED

WHERE JOINT RESTRAINT IS NOT FEASIBLE. FOR THRUST BLOCK

AND TIE RODS MAY BE USED FOR 6-INCH AND 8-INCH PIPE

ARE INSTALLED. CONCRETE THRUST BLOCKS, ANCHOR BLOCKS

FOR WATER MAINS WHERE ANY BENDS, TEES, PLUGS, OR WYES

TO CLEAR OBSTACLES SHOWN ON THE DRAWINGS AT NO

ADDITIONAL COST TO THE OWNER. MINIMUM CLEARANCES TO

UTILITIES, AS SHOWN ON THE DRAWINGS SHALL BE MAINTAINED.

CWD COLCHESTER WATER DEPARTMENT

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Rev: 1.6 D

ate: 04/10/2019

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

NONE

JED

RGT

RGT

ABBREVIATIONS,

NOTES AND LEGEND

G-1

AutoCAD SHX Text
CURB
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PROBE
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DRAINAGE DITCH / SWALE
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GAS MONITORING WELL
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HAY BALES
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ROCK OUTCROP
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PERCOLATION TEST
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BORING
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TEST PIT
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BENCH MARK
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SIGN
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AUGER
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GMW-10
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PT
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TP
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1
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1
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P-10
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B-10
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A-1
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WETLAND
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STATE HIGHWAY STATION
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INLET PROTECTION
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GUARD POST
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BOLLARD
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RIP RAP
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WETLAND FLAGS
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DEPRESSION CONTOUR LINES
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FIRST FLOOR ELEVATION
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FINISHED BASEMENT ELEVATION
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SPOT ELEVATIONS
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HOUSE NUMBER
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CONTOUR LINES
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B
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FF=56.7
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FBF=56.7
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#35
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141.5
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x
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56
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SURVEY MARKER
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INDIVIDUAL EVERGREEN TREE
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APPROX. LIMIT OF REFUSE
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PROPERTY LINE
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LIMIT OF WORK
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EASEMENT LINE
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TREE LINE
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RETAINING WALL
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INDIVIDUAL DECIDUOUS TREE
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FENCE
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SIDEWALK
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STONE WALL
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RAILROAD
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P
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X
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RET WALL
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X
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P-11
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GMW-10
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TP-1
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B-11
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PT-1
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A-1
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B
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1
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2
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141.5
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x
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56
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RET WALL
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X
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X
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HOUSE/BUILDING CONNECTION
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GATE VALVE
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GAS GATE VALVE
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EDGE OF UNPAVED ROAD
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EDGE OF PAVEMENT
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LIGHT POST
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UTILITY POLE
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GUY POLE
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SERVICE CONNECTION
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BALL VALVE
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CAP OR PLUG
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REDUCER
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CHECK VALVE
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CURB STOP
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GV
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O
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W
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S
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CATCH BASIN (CURB INLET)
AutoCAD SHX Text
TEMPORARY HYDRANT
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FORCE MAIN CLEANOUT MANHOLE
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HYDRANT
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CATCH BASIN
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CLEANOUT
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SANITARY SEWER MANHOLE
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AIR RELEASE VALVE MANHOLE
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ELECTRICAL MANHOLE
AutoCAD SHX Text
TELEPHONE MANHOLE
AutoCAD SHX Text
STORM DRAIN MANHOLE
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FIRE SERVICE
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WV
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D
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Y
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H
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E
AutoCAD SHX Text
E
AutoCAD SHX Text
D
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E
AutoCAD SHX Text
E
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E
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S
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WATER MAIN
AutoCAD SHX Text
TEMPORARY WATER
AutoCAD SHX Text
TELEPHONE
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ELECTRIC
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STORM DRAIN
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GAS
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SANITARY SEWER
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DESCRIPTION
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FORCE MAIN
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W
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E
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T
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D
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G
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EXISTING
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S
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FM
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CONN (TYP)
AutoCAD SHX Text
W
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H
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FMCO
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CB
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CO
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SDMH
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EMH
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ARMH
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TMH
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FS
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SMH
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6"W DI
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6" HOUSE/BLDG
AutoCAD SHX Text
E
AutoCAD SHX Text
T
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4"W
AutoCAD SHX Text
18"D RCP
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4"G
AutoCAD SHX Text
6"FM DI
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8"S PVC
AutoCAD SHX Text
PROPOSED
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1.
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%%uCONSTRUCTION NOTES:
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THE CONTRACTOR SHALL CALL 'CALL BEFORE YOU DIG'
AutoCAD SHX Text
AT 1-800-922-4455 AT LEAST 72 HOURS, SATURDAYS,
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SUNDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO
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EXCAVATING AT ANY LOCATION. A COPY OF THE CALL
AutoCAD SHX Text
BY THE OWNER.
AutoCAD SHX Text
12.
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13.
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15.
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14.
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THEY BE OTHER THAN SHOWN.
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SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD
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NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR
AutoCAD SHX Text
FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE
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LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES,
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16.
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17.
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APPROVED BY THE ENGINEER.
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18.
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19.
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COST TO THE OWNER.
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THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS.
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OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH
AutoCAD SHX Text
ALL PAVEMENT DISTURBED BY THE CONTRACTOR'S
AutoCAD SHX Text
ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND
AutoCAD SHX Text
PAYMENT LIMITS SHALL BE RESTORED AT NO ADDITIONAL
AutoCAD SHX Text
STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS,
AutoCAD SHX Text
LIGHT POLES, ETC. SHALL BE REMOVED AS NECESSARY
AutoCAD SHX Text
TO PERFORM THE WORK AND REPLACED TO A CONDITION
AutoCAD SHX Text
UNLESS OTHERWISE INDICATED, ALL SUCH WORK SHALL
AutoCAD SHX Text
BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT.
AutoCAD SHX Text
AT LEAST EQUAL TO THAT BEFORE CONSTRUCTION BEGAN.
AutoCAD SHX Text
OF 3000 PSI AT 28 DAYS.
AutoCAD SHX Text
NEW WATER MAINS AND SERVICES SHALL BE INSTALLED AT
AutoCAD SHX Text
STRUCTURES OR WITHIN 100 FEET OF WETLANDS.
AutoCAD SHX Text
MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE
AutoCAD SHX Text
THE CONTRACTOR SHALL NOT STORE ANY APPARATUS,
AutoCAD SHX Text
FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
AutoCAD SHX Text
ANCHOR BLOCKS, BACKING, PIPE CRADLES, ARCHES, AND
AutoCAD SHX Text
UNLESS OTHERWISE INDICATED, CONCRETE USED FOR PIPE
AutoCAD SHX Text
REMOVED BY THE CONTRACTOR AND DELIVERED TO A
AutoCAD SHX Text
VALVE BOXES ON MAINS TO BE ABANDONED SHALL BE
AutoCAD SHX Text
COVERED WITH A SECURELY FASTENED BURLAP BAG.
AutoCAD SHX Text
ANY HYDRANT WHICH IS NOT IN SERVICE SHALL BE
AutoCAD SHX Text
DELIVERED TO A LOCATION TO BE DETERMINED
AutoCAD SHX Text
ALL HYDRANTS REMOVED SHALL BE SALVAGED AND
AutoCAD SHX Text
4 HOURS WITHOUT PRIOR APPROVAL OF THE OWNER.
AutoCAD SHX Text
WATER SERVICE SHALL NOT BE INTERRUPTED MORE THAN
AutoCAD SHX Text
ABANDONED WITHOUT THE APPROVAL OF THE OWNER.
AutoCAD SHX Text
EXISTING WATER MAINS OR SERVICES SHALL NOT BE
AutoCAD SHX Text
GIVES THE OWNER AT LEAST 24 HOURS ADVANCE NOTICE.
AutoCAD SHX Text
OF SUCH CONNECTIONS, PROVIDED THE CONTRACTOR
AutoCAD SHX Text
ON THE DRAWINGS. THE OWNER WILL MARK THE LOCATION
AutoCAD SHX Text
SOME WATER SERVICE CONNECTIONS MAY NOT BE SHOWN
AutoCAD SHX Text
WATER TO THE VARIOUS SECTIONS OF THE WATER MAINS.
AutoCAD SHX Text
CLOSE ANY VALVES REQUIRED FOR DRAINING OR ADMITTING
AutoCAD SHX Text
24 HOURS NOTICE FROM THE CONTRACTOR, OPEN AND/OR
AutoCAD SHX Text
WHICH HOLD WATER IN THE SYSTEM. THE OWNER WILL, ON
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THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES
AutoCAD SHX Text
COVERING WITH STEEL PLATES MAY BE ALLOWED IF
AutoCAD SHX Text
AT THE END OF EACH WORKING DAY BY BACKFILLING.
AutoCAD SHX Text
ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED
AutoCAD SHX Text
LOCATION TO BE DETERMINED BY THE OWNER.
AutoCAD SHX Text
THE LOCATION OF PIPES, CAPS, REDUCERS, BENDS, AND
AutoCAD SHX Text
OTHER FITTINGS AT POINTS OF CONNECTIONS TO
AutoCAD SHX Text
EXISTING MAINS IS APPROXIMATE. CONTRACTOR SHALL
AutoCAD SHX Text
DIG A TEST PIT AT EACH LOCATION TO DETERMINE THE
AutoCAD SHX Text
DIAMETER AND MATERIAL OF THE EXISTING PIPE AND THE
AutoCAD SHX Text
LOCATION OF THE TIE-IN POINT.
AutoCAD SHX Text
WITHOUT WATER DUE TO A SHUTDOWN.
AutoCAD SHX Text
24 HOURS IN ADVANCE, ANY OCCUPANT THAT WILL BE
AutoCAD SHX Text
THE CONTRACTOR IS RESPONSIBLE TO NOTIFY IN WRITING
AutoCAD SHX Text
%%uNOTE:
AutoCAD SHX Text
PRESSURE TEST AND DISINFECTION REQUIRMENTS.
AutoCAD SHX Text
PROPOSED WATER MAIN UNTIL THAT MAIN HAS PASSED
AutoCAD SHX Text
EXISTING SERVICES SHALL NOT BE CONNECTED TO THE
AutoCAD SHX Text
WATER MAINS SHALL BE INSTALLED AT A GREATER DEPTH
AutoCAD SHX Text
AS SHOWN ON THE DRAWINGS. WHERE NECESSARY, NEW
AutoCAD SHX Text
THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
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5.
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6.
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7.
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8.
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10.
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9.
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11.
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1.
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2.
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4.
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3.
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5.
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START OF CONSTRUCTION.
AutoCAD SHX Text
WERE TAKEN FROM OWNER'S DRAWINGS.
AutoCAD SHX Text
EXISTING UTILITY, BUILDING, AND EQUIPMENT LAYOUTS
AutoCAD SHX Text
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO
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CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
AutoCAD SHX Text
REVIEW MUST BE MADE 24 HOURS IN ADVANCE WITH THE
AutoCAD SHX Text
THROUGH FRIDAY, EXCLUDING HOLIDAYS. APPOINTMENTS FOR
AutoCAD SHX Text
APPOINTMENT ONLY, AT THE WATER TREATMENT PLANT,
AutoCAD SHX Text
CONSTRUCTION SCHEDULE WITH WATER DEPARTMENT STAFF
AutoCAD SHX Text
DIRECTOR SHALL PROVIDE AND COORDINATE A DETAILED
AutoCAD SHX Text
BETWEEN THE HOURS OF 9:00 A.M. AND 3:30 P.M., MONDAY
AutoCAD SHX Text
STRUCTURES AND EQUIPMENT NOT SCHEDULED TO BE REMOVED.
AutoCAD SHX Text
ORIGINAL DESIGN DRAWINGS AND SHOP DRAWINGS OF THE TAINTOR
AutoCAD SHX Text
HILL ROAD WATER TREATMENT PLANT ARE AVAILABLE FOR REVIEW, BY
AutoCAD SHX Text
SUPERINTENDENT AT (860) 537-2806
AutoCAD SHX Text
RAW WATER MAIN
AutoCAD SHX Text
TREATED WATER MAIN
AutoCAD SHX Text
RW
AutoCAD SHX Text
RW DI
AutoCAD SHX Text
TW
AutoCAD SHX Text
TW DI
AutoCAD SHX Text
AND THE ENGINEER.
Page 3: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Re

v: 1

.6

D

ate

: 0

4/1

0/2

01

9

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

SITE PLAN

C-1

AutoCAD SHX Text
CONC. WALK
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GRAVEL DRIVE
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CONC.
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BIT.
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BIT.
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TREATMENT BUILDING
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BIT. CURB
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BIT. CURB
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SNET 2627
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ABANDONED POLE
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ABANDONED POLE
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306 86
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307 20
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307 04
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306 21
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309 09
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310 59
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311 62
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310 98
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317 35
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311 65
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311 69
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308 27
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307 60
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311 34
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312 45
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314 14
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315 09
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307 00
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310 61
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306 75
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314 70
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308 80
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317.21'
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TEST WELLS 2,2A,2B
AutoCAD SHX Text
TEST WELL 1
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50' WETLAND OFFSET
AutoCAD SHX Text
MW 1
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MW 2
AutoCAD SHX Text
TEST WELL 4
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TEST WELL 3
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50' WETLAND OFFSET
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CONNECT PROPOSED PIPING TO EXISTING 8" WATER MAIN 6"DI PIPE 6" GATE VALVE 8"x6"x8" TEE 8" GATE VALVE
AutoCAD SHX Text
NEW WELL 3A PUMP STATION SEE SHEET M-1
AutoCAD SHX Text
EROSION CONTROL MEASURES SILT FENCE & HAYBALES (TYP) BY CWD
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CONDUIT TRENCH, SEE ELECTRICAL PLAN FOR SIZE AND QUANTITY
AutoCAD SHX Text
W
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LOAM AND SEED (TYP)
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CONDUIT TRENCH, SEE ELECTRICAL PLAN FOR SIZE AND QUANTITY
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6"RW DI
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INSTALL NEW 24" PRODUCTION WELL 3A "BY OTHERS"
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E
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E
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6"RW DI
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WELL 3
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E
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E
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E
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RW
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6" 45° BEND (2)
AutoCAD SHX Text
6" DI BLOW OFF DRAIN. MAINTAIN POSITIVE SLOPE AND EXTEND APPROXIMATELY 130' TO CONNECT TO EXISTING HEADWALL. INSTALL RODENT SCREEN AT HEADWALL END OF PIPE. PROVIDE EROSION CONTROL MEASURES AS NECESSARY.
AutoCAD SHX Text
TOP OF 6" DI 4 FEET BELOW FINISH GRADE
AutoCAD SHX Text
NOTES 1. LOAM AND SEED MINIMUM OF 4" ON ALL DISTURBED AREA LOAM AND SEED MINIMUM OF 4" ON ALL DISTURBED AREA
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
20
Page 4: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Re

v: 1

.6

D

ate

: 0

4/1

0/2

01

9

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

CIVIL DETAILS

C-2

AutoCAD SHX Text
POST COUPLER
AutoCAD SHX Text
%%USILT FENCE DETAIL
AutoCAD SHX Text
DIRECTION OF FLOW
AutoCAD SHX Text
SEDIMENT CONTROL
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
SPACING BETWEEN
AutoCAD SHX Text
8'
AutoCAD SHX Text
INTERMEDIATE POST
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
OAK POSTS
AutoCAD SHX Text
SUPPORT NETTING
AutoCAD SHX Text
SEDIMENT CONTROL
AutoCAD SHX Text
1 1/2"x1 1/2" (MIN)
AutoCAD SHX Text
SUPPORT NETTING
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
2"
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
B
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
DIRECTION OF FLOW
AutoCAD SHX Text
B
AutoCAD SHX Text
SEDIMENT CONTROL
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
SUPPORT NETTING
AutoCAD SHX Text
BY CWD
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
-
AutoCAD SHX Text
+
AutoCAD SHX Text
6'
AutoCAD SHX Text
EMBANKMENT SLOPE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
TOE OF SLOPE
AutoCAD SHX Text
+
AutoCAD SHX Text
-
AutoCAD SHX Text
6'
AutoCAD SHX Text
TOGETHER
AutoCAD SHX Text
BALES TO BUTT
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
BALED HAY
AutoCAD SHX Text
OR STRAW
AutoCAD SHX Text
2"x2"x3' STAKES
AutoCAD SHX Text
TWO EACH BALE
AutoCAD SHX Text
No. Of BALES
AutoCAD SHX Text
AND SPACING
AutoCAD SHX Text
VARIABLE
AutoCAD SHX Text
2"x2"x3' STAKES
AutoCAD SHX Text
TWO EACH BALE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
EMBANKMENT SLOPE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
OVERLAP EDGES
AutoCAD SHX Text
NOTE: TO BE USED IN
AutoCAD SHX Text
LOCATIONS WHERE THE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
SLOPES IN TOWARD
AutoCAD SHX Text
THE TOE OF SLOPE
AutoCAD SHX Text
NOTE: TO BE USED IN
AutoCAD SHX Text
LOCATIONS WHERE THE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
SLOPES AWAY FROM
AutoCAD SHX Text
THE TOE OF SLOPE
AutoCAD SHX Text
%%uHAY BALES DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
(SEE SPECIFICATIONS)
AutoCAD SHX Text
SURFACE RESTORATION
AutoCAD SHX Text
(5' PAYMENT LIMIT)
AutoCAD SHX Text
TRENCH WIDTH
AutoCAD SHX Text
TO UNDISTURBED EARTH
AutoCAD SHX Text
2" MAX. CLEARANCE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
TO ROCK ON BOTTOM
AutoCAD SHX Text
6" MIN. CLEARANCE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
COMPACTED CLASS "B"
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
COMPACTED SELECT
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
12"
AutoCAD SHX Text
5'-0" MIN.
AutoCAD SHX Text
ACTUAL
AutoCAD SHX Text
TO ROCK ON SIDES
AutoCAD SHX Text
12" MIN. CLEARANCE
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%UTRENCH DETAIL
AutoCAD SHX Text
12"
AutoCAD SHX Text
COVER LABELED "WATER"
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
FLANGE
AutoCAD SHX Text
5'-0" MIN.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
ADJUSTABLE SLIDING
AutoCAD SHX Text
VALVE BOX
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
UNDISTURBED MATERIAL
AutoCAD SHX Text
%%UVALVE AND BOX DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PAVEMENT PAYMENT LIMITS
AutoCAD SHX Text
TRENCH WIDTH + 24"
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
TACK COAT (TYP)
AutoCAD SHX Text
1-1/2" BITUMINOUS CONCRETE CLASS II
AutoCAD SHX Text
12" GRAVEL SUBBASE
AutoCAD SHX Text
2" BITUMINOUS CONCRETE CLASS I
AutoCAD SHX Text
EXCAVATION
AutoCAD SHX Text
CONTRACTORS
AutoCAD SHX Text
ACTUAL
AutoCAD SHX Text
CONTRACTORS
AutoCAD SHX Text
ACTUAL
AutoCAD SHX Text
EXCAVATION
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
%%uPERMANENT TRENCH PAVEMENT REPLACEMENT DETAIL
AutoCAD SHX Text
12" MINIMUM PAVEMENT CUTBACK
AutoCAD SHX Text
12" MINIMUM PAVEMENT CUTBACK
AutoCAD SHX Text
AFTER FINAL PAVING ALL JOINT SHALL BE SEALED WITH JOINT SALANT
AutoCAD SHX Text
SAWCUT PAVEMENT (TYP)
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
THE CONTRACTOR SHALL USE THIS TABLE IN CONJUNCTION WITH THE APPROPRIATE
AutoCAD SHX Text
PIPE SPECIFICATION SECTION.
AutoCAD SHX Text
RESTRAINED LENGTHS LISTED IN PARENTHESES ARE FOR PIPE WRAPPED IN POLYETHYLENE.
AutoCAD SHX Text
THE OTHER ASSOCIATED LENGTHS ARE FOR PLAIN UNWRAPPED DUCTILE IRON PIPE.
AutoCAD SHX Text
PIPE SIZE
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
30"
AutoCAD SHX Text
24"
AutoCAD SHX Text
20"
AutoCAD SHX Text
16"
AutoCAD SHX Text
8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
10"
AutoCAD SHX Text
6"
AutoCAD SHX Text
REQUIRED LENGTH OF RESTRAINED JOINTS FROM FITTINGS (FEET)
AutoCAD SHX Text
%%uTABLE 1
AutoCAD SHX Text
20 (24)
AutoCAD SHX Text
16.5 (20)
AutoCAD SHX Text
14.5 (17)
AutoCAD SHX Text
12 (14.5)
AutoCAD SHX Text
9.5 (11.5)
AutoCAD SHX Text
8 (9.5)
AutoCAD SHX Text
5 (6)
AutoCAD SHX Text
6.5 (8)
AutoCAD SHX Text
22 1/2%%d BEND
AutoCAD SHX Text
19.5 (23.5)
AutoCAD SHX Text
47 (56.5)
AutoCAD SHX Text
100 (120)
AutoCAD SHX Text
84 (100)
AutoCAD SHX Text
72 (86.5)
AutoCAD SHX Text
59.5 (72)
AutoCAD SHX Text
24.5 (30)
AutoCAD SHX Text
41 (50)
AutoCAD SHX Text
35 (41)
AutoCAD SHX Text
30 (36)
AutoCAD SHX Text
45%%d BEND OR
AutoCAD SHX Text
WYE BRANCH
AutoCAD SHX Text
90%%d BEND
AutoCAD SHX Text
40 (48.5)
AutoCAD SHX Text
33 (40)
AutoCAD SHX Text
25 (30.5)
AutoCAD SHX Text
16.5 (20)
AutoCAD SHX Text
13.5 (16.5)
AutoCAD SHX Text
10.5 (12.5)
AutoCAD SHX Text
79 (118)
AutoCAD SHX Text
4.5 (5.5)
AutoCAD SHX Text
10 (12)
AutoCAD SHX Text
8 (10)
AutoCAD SHX Text
7 (8.5)
AutoCAD SHX Text
6 (7)
AutoCAD SHX Text
174 (261)
AutoCAD SHX Text
144 (216)
AutoCAD SHX Text
123 (184)
AutoCAD SHX Text
101 (152)
AutoCAD SHX Text
4 (5)
AutoCAD SHX Text
3 (4)
AutoCAD SHX Text
2.5 (3)
AutoCAD SHX Text
11 1/4%%d BEND
AutoCAD SHX Text
55 (82)
AutoCAD SHX Text
67 (100)
AutoCAD SHX Text
43 (64)
AutoCAD SHX Text
70 (105)
AutoCAD SHX Text
165 (247)
AutoCAD SHX Text
134 (202)
AutoCAD SHX Text
114 (171)
AutoCAD SHX Text
92 (139)
AutoCAD SHX Text
58 (87)
AutoCAD SHX Text
47 (70)
AutoCAD SHX Text
34 (51)
AutoCAD SHX Text
(BRANCH)
AutoCAD SHX Text
TEE
AutoCAD SHX Text
PLUG, CAP OR
AutoCAD SHX Text
IN-LINE VALVE
Page 5: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

\\w

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rojects\C

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esign P

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olchester 3A

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Rev: 1.6 D

ate: 04/10/2019

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

PUMPING STATION

PLAN AND DETAILS 1

M-1

AutoCAD SHX Text
6" 90%%D BEND (TYP)
AutoCAD SHX Text
6" CHECK VALVE
AutoCAD SHX Text
M-1
AutoCAD SHX Text
A
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
%%uFLOOR PLAN
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
PUMP STATION DOOR AND
AutoCAD SHX Text
SECURITY SCREEN DOOR
AutoCAD SHX Text
WALL PENETRATION FOR 6" FLANGED FITTING
AutoCAD SHX Text
VFD
AutoCAD SHX Text
SEE SHEET E-3 FOR FOR DETAILS
AutoCAD SHX Text
FLOOR CUT OUT (24" SQUARE)
AutoCAD SHX Text
6" WASHED PEASTONE IN FLOOR CUT-OUT
AutoCAD SHX Text
6" WASHED PEASTONE IN FLOOR CUT-OUT
AutoCAD SHX Text
CONDUIT PENETRATION
AutoCAD SHX Text
MAGNETIC FLOW METER
AutoCAD SHX Text
6" GATE VALVE (TYP)
AutoCAD SHX Text
FLOOR CUT-OUT (3'-0" SQUARE)
AutoCAD SHX Text
6"x6"x6" TEE
AutoCAD SHX Text
WELL LEVEL INDICATOR AND PIPE MOUNTED INDICATOR/TRANSMITTER
AutoCAD SHX Text
BARD WALL MOUNTED HEATER/COOLER
AutoCAD SHX Text
5" SUBMERSIBLE PUMP DISCHARGE ELBOW
AutoCAD SHX Text
2'-6" SQ. CONCRETE PAD
AutoCAD SHX Text
4" FLANGED COUPLING ADAPTER (TYP)
AutoCAD SHX Text
18" PERMANENT WELL CASING
AutoCAD SHX Text
5" NIPPLE WITH 5"x6" THREADED FLANGE
AutoCAD SHX Text
BASE PLATE
AutoCAD SHX Text
PPL1
AutoCAD SHX Text
PCP3A
AutoCAD SHX Text
PPH1
AutoCAD SHX Text
STATION FLOOD FLOAT SWITCH
AutoCAD SHX Text
T3
AutoCAD SHX Text
CONDUIT PENETRATIONS
AutoCAD SHX Text
PEB
AutoCAD SHX Text
6"x4" REDUCER (TYP)
AutoCAD SHX Text
6" DI BLOW OFF DRAIN
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
%%uMOUNTING BASE DETAIL
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NEW CEMENT PIER
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
TREADED ANCHOR BOLT W/HEX NUT AND LOCK WASHER (4-REQUIRED)
AutoCAD SHX Text
18" PERMANENT WELL CASING
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
4 1/2"
AutoCAD SHX Text
1/2" x 24" SQ. FIXED LOWER PLATE WITH 18" HOLE GROUTED IN PLACE
AutoCAD SHX Text
12" CASING WELDED TO UPPER PLATEMAKE HEIGHT OF CASING TO ALLOW HORIZONTAL DISCHARGE OF THREADED TEE TO BE SET AT CORRECT ELEVATION
AutoCAD SHX Text
3/4" x 24" SQ. REMOVABLE UPPER PLATE WITH 12" HOLE
AutoCAD SHX Text
NON-SHRINK GROUT
AutoCAD SHX Text
GROUTED-IN-PLACE LOWER STEEL PLATE WITH 18" HOLE
AutoCAD SHX Text
12"X5" WELL SEAL WITH 1 3/8" ELECTRICAL CONDUIT CONNECTION, DRILLED 1" HOLES (2) FOR FLUSH JOINT TUBING FOR LEVEL CONTROL AND TRANSDUCER, AND 1/2" TAP FOR VENT
AutoCAD SHX Text
5" THREADED TEE SET ON WELL SEAL
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
BUSHING TO ACCOMMODATE FITTINGS SEE PRECAST CONCRETE PUMPING STATION DETAIL
AutoCAD SHX Text
5" NIPPLE WITH 5"x6" FLANGE TO DISCHARGE PIPE
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
%%UPRECAST CONCRETE PUMPING STATION
AutoCAD SHX Text
WELL LEVEL INDICATOR
AutoCAD SHX Text
5" PUMP DROP PIPE
AutoCAD SHX Text
6" 90%%D MJ BEND
AutoCAD SHX Text
PRECAST CONCRETE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
TO TREATMENT SYSTEM
AutoCAD SHX Text
24" TYP. EACH SIDE
AutoCAD SHX Text
(RESTRAINED)
AutoCAD SHX Text
6" 90%%D BEND
AutoCAD SHX Text
APPROX. EXISTING
AutoCAD SHX Text
GRADE EL.= %%P 311.40
AutoCAD SHX Text
TOP OF PEASTONE EL.= %%P 311.90
AutoCAD SHX Text
EL. %%P 312.40
AutoCAD SHX Text
6" PEASTONE
AutoCAD SHX Text
10" CRUSHED STONE
AutoCAD SHX Text
LOAM & SEED TO MATCH
AutoCAD SHX Text
EXISTING GRADE OF SITE
AutoCAD SHX Text
R-50 INSULATION AND
AutoCAD SHX Text
FRP INTERIOR FINISH
AutoCAD SHX Text
R-30 INSULATION AND
AutoCAD SHX Text
FRP INTERIOR FINISH
AutoCAD SHX Text
6" WASHED PEASTONE
AutoCAD SHX Text
IN FLOOR CUT-OUT
AutoCAD SHX Text
2" PIPE INSULATION
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
M-1
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
MAGNETIC FLOW METER
AutoCAD SHX Text
6" CHECK VALVE
AutoCAD SHX Text
PRESSURE TRANSDUCER
AutoCAD SHX Text
ADJUSTABLE PIPE SUPPORT (TYP)
AutoCAD SHX Text
6" FLANGED COUPLING ADAPTER
AutoCAD SHX Text
6"x6"x6" TEE
AutoCAD SHX Text
2" BALL VALVE ARI AIR VACUUM VALVE SAMPLE TAP PRESSURE GAUGE
AutoCAD SHX Text
BASE PLATE SEE MOUNTING BASE DETAIL
AutoCAD SHX Text
5" THREADED TEE
AutoCAD SHX Text
4" FLANGED COUPLING ADAPTER (TYP)
AutoCAD SHX Text
5" NIPPLE WITH 5"x6" THREADED FLANGE
AutoCAD SHX Text
36" TEMPORARY DRILL CASING
AutoCAD SHX Text
CONCRETE SANITARY SEAL
AutoCAD SHX Text
30" PERMANENT OUTER WELL CASING
AutoCAD SHX Text
24" PERMANENT OUTER WELL CASING
AutoCAD SHX Text
18" PERMANENT WELL CASING
AutoCAD SHX Text
FLOOR EL. 312.40±
AutoCAD SHX Text
6"x4" REDUCER (TYP)
AutoCAD SHX Text
NOTES: 1. CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING ELEVATIONS IN FIELD BEFORE STARTING WORK. 2. CONTRACTOR SHALL COORDINATE LOCATIONS AND DIMENSIONS OF CONTRACTOR SHALL COORDINATE LOCATIONS AND DIMENSIONS OF FLOOR PENETRATIONS FOR WELL PUMP MOUNTING BASE, DISCHARGE PIPE AND CONDUITS WITH PREFABRICATED BUILDING SUPPLIER. 3. REFER TO ELECTRICAL SHEETS TO COORDINATE LOCATIONS OF ALL REFER TO ELECTRICAL SHEETS TO COORDINATE LOCATIONS OF ALL ELECTRICAL EQUIPMENT, CONTROL PANELS, VFD AND CONDUIT.
AutoCAD SHX Text
N
Page 6: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

\\w

se03.local\W

SE

\P

rojects\C

T\C

olchester C

T\W

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eplacem

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esign P

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AD

\C

olchester 3A

M

1,2,3.dw

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Rev: 1.6 D

ate: 04/10/2019

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

PUMPING STATION

PLAN AND DETAILS 2

M-2

AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text
%%uSOUTH ELEVATION
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
3'-0"x3'-0" ALUMINUM ROOF HATCH W/ LOCK, ALARM AND REMOVABLE SUPPLEMENTAL INSULATION
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text
%%uNORTH ELEVATION
AutoCAD SHX Text
PRECAST
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
EL.= %%P 312.00
AutoCAD SHX Text
EL.= %%P 312.40
AutoCAD SHX Text
1'-9" OFF
AutoCAD SHX Text
INTERIOR WALL
AutoCAD SHX Text
BUILDING (TYP)
AutoCAD SHX Text
BARD WALL MOUNTED HEATER/COOLER
AutoCAD SHX Text
6" BLOW OFF
AutoCAD SHX Text
3'-0"x3'-0" ALUMINUM ROOF HATCH W/ LOCK, ALARM AND REMOVABLE SUPPLEMENTAL INSULATION
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text
%%uWEST ELEVATION
AutoCAD SHX Text
BARD WALL MOUNTED HEATER/COOLER
AutoCAD SHX Text
3'-0"x3'-0" ALUMINUM ROOF HATCH W/ LOCK, ALARM AND REMOVABLE SUPPLEMENTAL INSULATION
AutoCAD SHX Text
6" BLOW OFF
AutoCAD SHX Text
SCALE: 3/8"=1'-0"
AutoCAD SHX Text
%%uEAST ELEVATION
AutoCAD SHX Text
1'-9" OFF INTERIOR WALL
AutoCAD SHX Text
BARD WALL MOUNTED HEATER/COOLER
AutoCAD SHX Text
3'-0"x3'-0" ALUMINUM ROOF HATCH W/ LOCK, ALARM AND REMOVABLE SUPPLEMENTAL INSULATION
AutoCAD SHX Text
NOTES: 1. CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING ELEVATIONS IN FIELD BEFORE STARTING WORK. 2. COORDINATE CONDUIT PENETRATIONS WITH ELECTRICIANCOORDINATE CONDUIT PENETRATIONS WITH ELECTRICIAN
Page 7: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

\\w

se03.local\W

SE

\P

rojects\C

T\C

olchester C

T\W

ell 3A

R

eplacem

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esign P

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AD

\C

olchester 3A

M

1,2,3.dw

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Rev: 1.6 D

ate: 04/10/2019

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

WELL

CONSTRUCTION

DETAIL

M-3

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F-C BROWN SAND F-C GRAVEL
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LAYERS OF VF SAND & F-C BROWN SAND
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VF-M SAND M-C GRAVEL
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VF-C SAND F-C GRAVEL
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VF-C SAND F-M GRAVEL
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VF-M SAND F GRAVEL
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VF-M SAND F-M GRAVEL
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VF-F SILTY SAND VF-M GRAVEL
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REFUSAL
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TOP OF SANITARY SEAL (4')
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36" TEMPORARY DRILL CASING
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1'
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EXISTING GRADE ELEV.= %%P 311.40
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PERMANENT 24" OUTER WELL CASING
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DISSIMILAR METAL ADAPTOR
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36" TOP OF SCREEN/BOTTOM OF 24" CASING (38'-11")
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18" DIAMETER, 20'-4" LONG 304 SST SCREEN WITH 0.100" SLOT OPENINGS (17'-5" EXPOSED)
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S.B CHURCH BORING LOG
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WELL CONSTRUCTION INFORMATION
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SCALE:
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WELL 3A CONSTRUCTION SCHEMATIC
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1/4"=1'-0"
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TOP OF CASING ELEV. 3' ABOVE EXISTING GRADE
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18" TO 30" WELDED DONUT/CAP
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CLEAN FILL
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CONCRETE SANITARY SEAL
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18" PERMANENT WELL CASING
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BOTTOM OF 36" TO 30" CONCRETE SEAL (14'-6")
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1.5' HOLE PLUG WITH #3 GRAVEL
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30" PERMANENT OUTER WELL CASING
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1" HOLE PLUG AND NSF WELL GRAVEL
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BOTTOM OF 36" EXCAVATION (19')
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BOTTOM OF 30" EXCAVATION/CASING (30'-5")
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3.4-4.0 MM SILI BEADS (BOTTOM OF WELL TO 32')
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BOTTOM OF EXCAVATION/SCREEN (56'-4")
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AS-BUILT SCHEMATIC IS PROVIDED
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FOR INFORMATIONAL PURPOSES ONLY.
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NOTES: 1. CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING CONTRACTOR TO VERIFY EXISTING GROUND AND WELL CASING ELEVATIONS IN FIELD BEFORE STARTING WORK.
Page 8: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION, MOUNTING HEIGHTS, SIZE OF EQUIPMENT AND ROUTING

OF RACEWAYS SHAL`L BE COORDINATED AND DETERMINED IN THE FIELD.

2. ALL STRAIGHT FEEDER, BRANCH CIRCUIT AND AUXILIARY SYSTEM CONDUIT RUNS SHALL BE PROVIDED WITH

SUFFICIENT PULL BOXES TO LIMIT THE MAXIMUM LENGTH OF ANY SINGLE CABLE PULL TO 150 FEET. EXACT SIZES OF

PULL BOXES AND LOCATIONS TO BE DETERMINED IN THE FIELD BY THE ELECTRICAL CONTRACTOR.

3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR AS APPLICABLE AS TO THE

EXACT LOCATION OF THEIR RESPECTIVE EQUIPMENT; THE POWER WIRING, CONTROL WIRING AND ALL ELECTRICAL

CONNECTIONS AND CONDUIT TURN-UPS SHALL BE COORDINATED WITH THE RESPECTIVE CONTRACTORS BEFORE THE

START OF CONSTRUCTION IN THE FIELD.

4. SLEEVES ARE TO BE UTILIZED FOR PASSAGE OF CONDUITS THROUGH FLOORS OR WALLS. CONDUITS AND BOXES ARE

TO BE SUPPORTED BY THE USE OF PRESET FASTENERS INSTALLED IN FLOORS, WALLS OR COLUMNS. CONDUITS AND

BOXES ARE TO BE INSTALLED CONCEALED IN MASONRY WALLS AND ABOVE HUNG CEILINGS. ALL SLEEVES ARE TO BE

SEALED WITH APPROVED FIRE STOPPING SEALANT.

5. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, CONNECTICUT BUILDING CODE, NFPA AND

REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.

6. THE WORD "CONTRACTOR" AS USED IN THE "ELECTRICAL WORK" SHALL MEAN THE ELECTRICAL SUBCONTRACTOR.

7. CONTRACTOR SHALL PAY FOR ALL PERMITS, INSURANCE AND TESTS, AND SHALL PROVIDE LABOR AND MATERIAL TO

COMPLETE THE ELECTRICAL WORK SHOWN.

8. EXCEPT AS OTHERWISE NOTED, THE ELECTRICAL WORK SHALL INCLUDE CIRCUIT BREAKERS, FEEDERS, WIRING,

RACEWAYS, LIGHTING FIXTURES, DEVICES, SAFETY SWITCHES AND CONNECTION NECESSARY TO OPERATE MOTORS

AND OTHER EQUIPMENT.

9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER AND PAY ALL ENERGY CHARGES.

10. DURING CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL KEEP HIS PORTION OF THE WORK NEAT, CLEAN AND

ORDERLY.

11. ALL SYSTEMS SHALL BE TESTED FOR SHORT CIRCUIT AND GROUNDS PRIOR TO ENERGIZING AND ANY DEFECTS SHALL

BE CORRECTED.

12. ALL CUTTING AND PATCHING REQUIRED FOR ELECTRICAL WORK SHALL BE INCLUDED AS PART OF THIS SECTION.

13. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR ELECTRICAL EQUIPMENT. WHERE SPECIFIED, ELECTRICAL

EQUIPMENT IS SUBSTITUTED. THE ELECTRICAL CONTRACTOR SHALL SUBMIT COMPLETE SPECIFICATIONS ON THE

SUBSTITUTE AS WELL AS THE ITEM ORIGINALLY SPECIFIED.

14. MATERIALS SHALL BE SPECIFICATION GRADE AND UL LISTED.

15. WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY MANUFACTURER, TYPE OR CATALOG NUMBER, SUCH

DESIGNATIONS ARE TO ESTABLISH STANDARDS OR DESIRED QUALITY. ACCEPTANCE OR REJECTIONS OF PROPOSED

SUBSTITUTIONS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER.

16. WORK SHALL BE COORDINATED WITH THAT OF OTHER TRADES TO ELIMINATE INTERFERENCES.

17. ELECTRICAL CONTRACTOR SHALL OBTAIN SHOP DRAWINGS/SPECIFICATIONS OF ALL EQUIPMENT FROM THE GENERAL

CONTRACTOR PRIOR TO PURCHASING AND INSTALLING ELECTRICAL EQUIPMENT FOR SAME. NOTIFY ENGINEER OF ANY

DISCREPANCIES BETWEEN ACTUAL EQUIPMENT INSTALLED AND CONTRACT DOCUMENTS.

18. ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF WHICH SYSTEM IS PUT INTO

SERVICE.

19. WORK SHALL BE GROUNDED IN ACCORDANCE WITH CODE REQUIREMENTS. COMPLETE EQUIPMENT (INSULATED GREEN

WIRE) GROUNDING SYSTEM SHALL BE INSTALLED.

20. BOXES SHALL BE GALVANIZED STEEL AND SHALL BE SIZED TO ACCOMMODATE THE EQUIPMENT OR APPARATUS TO BE

INSTALLED. WHERE BOXES OF A STANDARD MAKE ARE NOT AVAILABLE, SPECIAL BOXES SHALL BE MANUFACTURED.

FIXTURES SUPPORTED ON THE CEILING OR ON THE WALL SHALL HAVE SUITABLE FIXTURE SUPPORT FOR THE SPECIFIC

FIXTURE.

21. DISCONNECT SWITCHES, AND CONTROLLERS SHALL HAVE NAMEPLATES OF BLACK LAMINATED PLASTIC WITH

ENGRAVED WHITE LETTERS, SECURED WITH SELF-TAPPING SCREWS.

22. CONNECTIONS AT MOTORS SHALL BE MADE WITH 18" LENGTH OF 1/2 INCH FLEXIBLE LIQUID TIGHT CONDUIT.

23. FUSED OR UNFUSED SAFETY SWITCHES SHALL BE TOTALLY ENCLOSED, HEAVY DUTY TYPE. SWITCHES SHALL HAVE

VOLTAGE, HORSEPOWER AND AMPERE RATING SUITABLE FOR THE APPLICATION. PROVIDE NUMBER OF POLES AS

REQUIRED. SWITCHES LOCATED EXTERIOR TO THE BUILDING OR IN DAMP/WET LOCATIONS SHALL BE IN A NEMA 3R

ENCLOSURE.

24. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE, AS MANUFACURED BY BUSSMAN, RELIANCE OR EQUAL.

25. CONDUIT RUNS AS SHOWN ON THE PLANS ARE DIAGRAMMATIC ONLY; EXACT LOCATION AND METHOD OF SUPPORT

SHALL BE DETERMINED IN THE FIELD.

26. CONTRACTOR SHALL CHECK EXISTING CONDITIONS TO DETERMINE EXACT EXTENT OF WORK TO BE PERFORMED PRIOR

TO BIDDING. DIMENSIONS RELEVANT TO EXISTING WORK SHALL BE VERIFIED IN THE FIELD.

27. ELECTRICAL SHUTDOWN SHALL BE AT A TIME AND DATE APPROVED BY THE OWNER.

28. PROVIDE AS-BUILT "CADD" DRAWINGS AT THE COMPLETION OF THE PROJECT.

CONDUIT

GROUT SLEEVE IN A

NEAT AND WORKMANLIKE

MANNER WITH SMOOTH

SURFACES

WATERTIGHT SEAL AS

SPECIFIED

BRICK OR CMU WALL

OPENING IN BRICK OR

CMU SHALL HAVE EDGES

AS SMOOTH AND STRAIGHT

AS POSSIBLE

DIAMETER AS REQUIRED BY

SEAL MANUFACTURER

PVC SLEEVE WITH WATERSTOP,

PACK AND SEAL

CONDUIT

CONCRETE WALL

PACK AND SEAL OPENING

PVC SLEEVE, DIAMETER

AS REQUIRED BY SEAL

MANUFACTURER

WATERTIGHT

MECHANICAL

SEAL AS SPECIFIED

NOT TO SCALE

WATERTIGHT CONDUIT PENETRATIONS

NOT TO SCALE

#2 BARE COPPER

WELD

EXOTHERMIC

#4 BARE COPPER

CONCRETE FOUNDATION

20' MINIMUM

WITHIN 2"

NEUTRAL BUS

SERVICE GROUNDING DETAIL

3/4"x10' COPPER CLAD

GROUND ROD

GROUNDING ELECTRODE

CONDUCTOR SIZED IN

ACCORDANCE WITH NEC

ARTICLE 250-66

GROUND

CLAMP

(TYP.)

COPPER WATER

SERVICE PIPE

EQUIPMENT GROUND

BUS

SERVICE ENTRANCE

CONDUCTORS SEE

ONE LINE DIAGRAM

FOR SIZE

MAIN OVERCURRENT DEVICE SEE

ONE LINE DIAGRAM FOR SIZE ON

THIS DRAWING

MAIN BONDING JUMPER

SIZED IN ACCORDANCE

WITH NEC ARTICLE

250-66

SERVICE

EQUIPMENT

NOTE: THE GROUNDING

ELECTRODE SYSTEM SHALL

COMPLY WITH ARTICLE 250

OF THE N.E.C.

30

"

6"

1'-4"

8" 8"

C TRENCH

& CONDUIT

L

PLASTIC CAUTION TAPE

FINISH GRADE

COMPACTED SUITABLE

BACKFILL

COMPACTED

SUBGRADE OR

SUITABLE BACKFILL

SCHEDULE 80 PVC

CONDUIT, SIZED AS

NOTED ON THE PLAN

USE 1 1/2" CRUSHED

STONE BEDDING IF

WATER IS

ENCOUNTERED

12

"

NOT TO SCALE

TYPICAL DIRECT BURIED CONDUIT DETAIL

4 FT O.C.

CONDUIT (TYP)

#5 @ 6" T&B

PLASTIC CONDUIT SPACERS

#5 @ 18" OC T&B

(TYP) REINFORCEMENT

30

" M

IN

.

12

"

CRUSHED STONE BASE

3/4" SCREENED GRAVEL OR

CONCRETE DUCT ENCASEMENT

3" COVER ALL AROUND

7.5" SPACING

6"

FULL LENGTH OF DUCT BANK

POLYETHYLENE WARNING TAPE

COMMON FILL

OF SURFACE

SUB BASE

FINISHED GRADE

7.5"12"

CC

C

NOT TO SCALE

TYPICAL CONCRETE ENCASED DUCTBANK DETAIL

C

1,3 LP1B

ELECTRICAL LEGEND

DUPLEX CONVENIENCE OUTLET RATED 20A, 125V, U-SLOT

GROUNDED TYPE MOUNTED 18" ABOVE FINISHED FLOOR TO

CENTER LINE. ALL OTHER MOUNTING HEIGHTS SHALL BE AS

NOTED ADJACENT TO THE SYMBOL. REFER TO RECEPTACLE

ABBREVIATIONS FOR SPECIAL PURPOSE RECEPTACLES.

GROUND BUS WALL MOUNTED CHATSWORTH MODEL NO.

10622-020 EXTEND A 1/2"C, 1-#6 INSULATED GROUND TO

THE BUILDING GROUND SYSTEM

FUSIBLE SAFETY SWITCH - RATING AND TYPE AS NOTED

ON THE DRAWING. (30 AMP, 20 AMP FUSE, 3 POLE)

MOTOR, NUMERAL DENOTES HORSE POWER

JUNCTION BOX WITH BLANK COVERPLATE, SIZE AS

REQUIRED BY N.E.C.

MOTOR THERMAL SWITCH

SINGLE POLE SWITCH (120/277V) MOUNTED 4'-0" ABOVE FINISHED FLOOR.

ALL OTHER MOUNTING HEIGHTS SHALL BE AS NOTED ON THE DRAWINGS.

"a" SUBSCRIPT DENOTES CIRCUITS CONTROLLED.

EMERGENCY LIGHTING BATTERY UNIT, TWIN OR

SINGLE LAMP HEAD. NUMERAL DENOTES

CIRCUIT NUMBER

WALL MOUNTED FIXTURE. "A" DENOTES FIXTURE TYPE; NUMERAL

DENOTES CIRCUIT NUMBER. "a" SUBSCRIPT DENOTES SWITCH CONTROL

WHERE SHOWN.

RACEWAY EXPOSED

RACEWAY UNDERGROUND

HOMERUN TO PANELBOARD, NUMBER OF TICKS INDICATES NUMBER OF

#12 AWG CONDUCTORS CONTAINED IN RACEWAY. TWO (2) #12 AWG SHALL

NOT BE INDICATED BY TICKS, NUMERALS 1 AND 3 INDICATE CIRCUITS IN

PANELBOARD. RACEWAYS LARGER THAN 1/2" AND CONDUCTORS LARGER

THAN #12 AWG SHALL BE INDICATED ON THE DRAWINGS. PROVIDE AN

INSULATED GREEN GROUND WIRE IN ALL RACEWAYS MINIMUM SIZE TO BE

#12AWG.

ABBREVIATIONS

WATTS OR WIREW

WP WEATHERPROOF

ELECTRIC WATER HEATER

POLYVINYL CHLORIDE CONDUIT

RIGID GALVANIZED STEEL CONDUIT

EWH

TEL

RSC

V

SF

TELEPHONE

VOLTS

SUPPLY FAN

PVC

NTS

NIC

PNL

PH

NA

NO

NC

NOT TO SCALE

PANELBOARD

PHASE

NOT IN CONTRACT

NORMALLY CLOSED

NORMALLY OPEN

NOT APPLICABLE

NON-METALLIC CONDUIT

GROUND FAULT INTERRUPTER

MAIN CIRCUIT BREAKER

KILOVOLT AMPERESKVA

NMC

MTD

MTG

MCB

MLO

KW

MOUNTED

MOUNTING

KILOWATT

MAIN LUGS ONLY

HOA

GND

JB

HP

GFI

GC

HAND OFF AUTOMATIC

HORSEPOWER

JUNCTION BOX

GROUND

GENERAL CONTRACTOR

AUTOMATIC TRANSFER SWITCH

ELECTRICAL CONTRACTOR

ABOVE FINISHED FLOOR

ELECTRIC METALLIC TUBING

ELECTRIC WATER COOLER

ALTERNATING CURRENT

CONDUITC

FLA

EMT

EWC

CKT

EF

CB

EC

FULL LOAD AMPERE

EXHAUST FAN

CIRCUIT

CIRCUIT BREAKER

ATS

AFF

A

AC

AMPERE

PANELBOARD

DRY TYPE TRANSFORMER

PENDANT OR SURFACE MOUNTED FLUORESCENT FIXTURE. "A"

DENOTES FIXTURE TYPE; NUMERAL DENOTES CIRCUIT NUMBER. "a"

SUBSCRIPT DENOTES SWITCH CONTROL WHERE SHOWN.

1a

A

7

(MOUNT 4'-0" AFF UNLESS NOTED OTHERWISE.)

RACEWAY AND WIRING

(MOUNT 18" AFF TO CENTER LINE UNLESS NOTED OTHERWISE)

RECEPTACLES

LIGHTING CONTROL SWITCHES

LIGHTING FIXTURES

POWER DISTRIBUTION EQUIPMENT

MOTORIZED DAMPER

GROUND - SYSTEM AND/OR EQUIPMENT

A

1a

GFI

WP

RECEPTACLE ABBREVIATIONS

GROUND FAULT CIRCUIT INTERUPTER,

PERSONAL PROTECTION

WEATHERPROOF RECEPTACLE WITH

COVERPLATE LISTED FOR WET

LOCATION WITH AN ATTACHMENT

PLUG INSERTED.

ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED ON THIS DETAIL

DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER POSSIBLE.

ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF

UNLESS OTHERWISE NOTED ON ARCH. ELEVATIONS & DETAILS.

DEVICE EXCEPT EXIT SIGNS.

3.

2.

1'-6"

NOTES:

1.

4'-0"

8'-6"

FINISHED FLOOR

RECEPTACLES

SWITCHES

HUNG CEILING OR STRUCTURE

PROVIDE PENDANT WHERE

EXIT SIGN

EXCEEDS 8'-6"AFF.

WALL

CEILING

NOT TO SCALE

TYPICAL DEVICE MOUNTING HEIGHT DETAIL

ST

120 VOLT

FLUSH MTD. EMERGENCY DURESS

MUSHROOM PUSHBUTTON CONTROL

STATION QUANTITY PER PLANS

SHUNT TRIP COIL SERVING PANEL

PPH1 MAIN CIRCUIT BREAKER

NOT TO SCALE

EMERGENCY DURESS PUSHBUTTON WIRING DIAGRAM

DC

DOOR CONTACT

E

EMERGENCY PUSH BUTTON. MOUNT 18"

ABOVE FINISHED FLOOR

FM

FLOW METER

LS

LEVEL SENSOR INDICATOR/TRANSMITTER

FS

FLOAT SWITCH (FLOOD)

PT

PRESSURE TRANSMITTER

PS

DIFFERENTIAL PRESSURE SWITCH

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Re

v: 1

.6

D

ate

: 0

4/1

0/2

01

9

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

ELECTRICAL

LEGEND,

ABBREVIATIONS,

DETAILS AND

GENERAL NOTES

E-1

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Page 9: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

SEE NOTE 2

EXISTING 480V PANEL. CONTRACTOR TO TAP THE

MAIN BUS AND RUN NEW FEED OVER TO NEW

DISCONNECT SWITCH. DISCONNECT SWITCH TO BE

LOCATED TO THE LEFT OF THE EXISTING PANEL.

EXISTING 480V PANEL.

LOCATE NEW DISCONNECT IN THIS AREA.

NEW DISCONNECT TO BE LABELED WELL #3A

EXISTING SCADA

PANEL

(2) 2" CONDUITS. SHALL BE CONCRETE

ENCASED UNDER PAVEMENT, DIRECT

BURIED UNDER GRASS AREAS AND RUN

OVERHEAD WITHIN BUILDING.

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Re

v: 1

.6

D

ate

: 0

4/1

0/2

01

9

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

ELECTRICAL SITE

PLAN

E-2

DRAWING NOTES:

1. REFER TO DRAWING E-1 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES

2. CONTRACTOR SHALL RUN CONDUITS UP EXTERIOR BUILDING

FACE, ENTER BUILDING AND RUN CONDUITS OVERHEAD TO

EXISTING SCADA PANEL. EXACT LOCATION TO BE

COORDINATED IN THE FIELD.

CONTRACTOR SHALL UTILIZE EXISTING

SPARE 4" CONDUIT AT WELL #3 AND

EXTEND TO WELL #3A AND EXISTING

PANEL IN WELL 3. REFER TO PHOTO NO.1

THIS DRAWING

4" CONDUIT FOR WELL #3A POWER.

CONDUIT SHALL BE CONCRETE ENCASED

UNDER PAVEMENT AND DIRECT BURIED

UNDER GRASS AREAS.

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wv
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T A I N T O R H I L L R O A D
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WELL 5
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Y
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H
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Well 3
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Aeration Building
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Filter and Operations Building
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Panel
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Electrical
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Generator
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Enclosure
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Generator
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Tank
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Propane
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MH
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Sewer
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Well 5A
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Well 5
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Pumping Room
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Electrical Room
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BYPASS
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Well 3A
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SCALE: 1"=20'
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%%UELECTRICAL SITE PLAN
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SCALE: 1" = 20'-0"
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%%UEXTERIOR WELL #3 PHOTO NO.1
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%%UWELL #3 EXISTING ELECTRICAL EQUIPMENT
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%%UWELL #3
Page 10: TOWN OF COLCHESTER, CONNECTICUT · 2019. 11. 7. · 1. %%uconstruction notes: the contractor shall call 'call before you dig' at 1-800-922-4455 at least 72 hours, saturdays, sundays,

4"C., 4-250KCMIL & 1#4GND

TVSS

PANEL

PPL1

POWER DISTRIBUTION DIAGRAM NOTES:

1. REFER TO DRAWING E-1 FOR LEGEND, SYMBOLS AND GENERAL NOTES THAT MAY

PERTAIN TO THIS DRAWING.

2. THIS DRAWING IS INTENDED TO ILLUSTRATE MAJOR EQUIPMENT AND REQUIRED

INTERCONNECTIONS. REFER TO THE FLOOR PLANS FOR EXACT LOCATIONS AND

THE SPECIFICATIONS FOR ADDITIONAL INSTALLATION REQUIREMENTS.

3. THE SERVICE AND ALL SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED IN

ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 250 OF THE NEC. BOND ALL

ELECTRICALLY CONDUCTIVE MATERIALS SUCH AS METAL PIPING SYSTEMS AND

STRUCTURAL STEEL TO THE GROUNDING SYSTEM. REFER TO DETAILS FOR

ADDITIONAL INFORMATION.

4. PANELBOARDS AND ELECTRICAL EQUIPMENT SHALL BE FIELD MARKED TO WARN

QUALIFIED PERSONS OF POTENTIAL ARC FLASH HAZARDS. THE MARKING SHALL

BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE

EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE OF THE EQUIPMENT.

ELECTRICAL ONE LINE DIAGRAM

NOT TO SCALE

PANEL

PPH1

277/480

250A

MCB

3/4"C., 3#10 & 1#10GND

CKT.

NO.

POLETRIP A POLEC TRIP

RATING:

DESIGNATION:

BREAKER BREAKERPHASE

CKT.

NO.

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 12

9 10

7 8

5 6

3 4

1 2

LOAD

DESIGNATION

LOAD

DESIGNATION

PANELBOARD SCHEDULE

400 AMPS

MAIN: 250 AMP MCB

SERVICE: 277/480V, 3Ø, 4W

MOUNTING: SURFACE

S.C. RATING: 25,000 A RMS SYSTEMPPH1

LOCATION: PUMP BUILDING

B

-

-

60

PANEL PPL1 VIA TRANSFORMER T3

-

-

CKT.

NO.

POLETRIP A POLEC TRIP

BREAKER BREAKERPHASE

CKT.

NO.

29 20 30

27 20 28

25 20 26

23 20 20 24

21 20 22

19 20 20

17 20 18

15 20 16

13 20 20 14

11 20 20 12

9 20 20 10

7 - 8

5 30 6

3 20 4

1 20 2

LOAD

DESIGNATION

LOAD

DESIGNATION

PANELBOARD SCHEDULE

B

30

20

20

-

20

20

20

20

RATING:

DESIGNATION: REMARKS:

100 AMPS

MAIN: 100 AMPS

SERVICE: 120/208V, 3Ø, 4W

MOUNTING: SURFACE

S.C. RATING: 10,000 A RMS SYSTEMPPL1

LOCATION: PUMP BUILDING

20

-

20

20

20SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

20

SPARE

-

-

20

SPARE

30

TVSS

20

SPARE

-

-

-

-

-

-

20

SPARE

20

SPARE

-

-

-

-

-

-

150

WELL PUMP

-

-

WALL HEATER/COOLER

EXTERIOR RECEPTACLES

INTERIOR RECEPTACLESLIGHTING

4#1/0 & 1#6G - 2"C.

4#1 & 1#6G - 1 1/2"C.

4#6 & 1#8G - 1"C.

4#10 & 1#10G - 3/4"C.

120/208V SECONDARY FEEDER

3#3 & 1#8G - 1 1/4"C.

3#4 & 1#10G - 1"C.

3#10 & 1#10G - 3/4"C.

T4 45 54 125 80A, 3P 150A, 3P

T3 30 36 83 60A, 3P 100A, 3P

T2 15 18 42 30A, 3P 50A, 3P

3#12 & 1#12G - 3/4"C.30A, 3P20A, 3P25119T1

480V PRIMARY FEEDER

OVERCURRENT

208 VOLT (3)

OVERCURRENT

480 VOLT (2)

AMPS

SECONDARY

AMPS

PRIMARY

KVASIZE

DRY TYPE TRANSFORMER SCHEDULE

1#6 - 3/4"C

1#6 - 3/4"C

1#8 - 3/4"C

1#8 - 3/4"C

CONDUCTOR

GROUNDING (4)

SPARE

SPARE

SPARE

PCP-3A

-

SPARE

SPARE

SPARE

SPARE

SPARE

FLOW METER

SPARE

DEHUMIDIFIER

TRANSFORMER SCHEDULE NOTES:

1. ALL PHASE AND NEUTRAL CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS PER N.E.C. TABLE 310-16.

2. MANUFACTURERS SELECTION FOR THE TYPE OF PRIMARY BREAKER (THERMAL MAGNETIC VS. SOLID STATE) SHALL ENSURE COORDINATION WITH

TRANSFORMER IN-RUSH CURRENT. IF MIS- COORDINATION IS IDENTIFIED BY THE COORDINATION STUDY, THE MANUFACTURER SHALL REPLACE THE

DEVICE WITH A DEVICE THAT WILL PROPERLY COORDINATE, AT NO ADDITIONAL COST.

3. SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITHIN A PANELBOARD (MAIN BREAKER) OR INDIVIDUALLY MOUNTED CIRCUIT

BREAKER. THE SECONDARY OVERCURRENT PROTECTION DEVICE SHALL BE LOCATED SUCH THAT THE MAXIMUM LENGTH OF SECONDARY

CONDUCTORS DO NOT EXCEED 10'-0".

4. SIZE OF TRANSFORMER BONDING JUMPERS AND GROUNDING ELECTRODE CONDUCTOR.

5. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE UNSPLICED AND INSTALLED AS OPEN WIRING OR RUN IN NON METALLIC (PVC SCHEDULE 40)

CONDUIT TO PROTECT IT FROM SEVERE DAMAGE.

6. EXTERIOR HEATER/COOLER SHALL BE BARD, 2TON, 208V, 1Ø WITH 5kW HEATING.

REMARKS: SERVICE ENTRANCE RATED

PROVIDE SHUNT TRIP MAIN

CIRCUIT BREAKER

DISCONNECT SWITCH

LOCATED AT WELL #3

(LOCKABLE)

EXISTING

WELL #3

PANEL

400AF

250AT

CONTRACTOR SHALL TAP

THE EXISTING PANEL

MAIN BUS.

NEW WELL #3A

VFD

50

1-1/2"C., 3#1 & 1#6GND

1-1/2"C., 3#1 & 1#6GND

(VFD CABLE)

WALL MOUNTED

HEATER/COOLER

SEE NOTE #6

S

a

S

b

EB1

1

S1

1,b

PPL1-1

A

1,a

A

1,a

PPH1 PPL1

T3

50

WELL PUMP

2

GFI

2

GFI

2

GFI

PPH1-2,4,6

PPL1-2

PPL1-3

1-1/2"C., 3#1

& 1#6GND

E

LS

GFI

WP

PPL1-4

WP

30AF

30AT

PPL1-6,8

3/4"C., 2#10 & 1#10GND

T

THERMOSTAT

1/2"C., 2#14 TO

HEATER/COOLER

FM

WELL PUMP VFD

DC

J

A

(2) 2" CONDUITS TO EXISTING SCADA PANEL

IN FILTER AND OPERATIONS BUILDING

(1)WITH 12 MULTI-STRAND, MULTIMODE

FIBER CABLE

(1) SPARE

1/2"C., 2#14

TO PCP-3A

FS

1/2"C., 2#14 TO PCP-3A

3/4"C., 1-2/C#16 TWISTED

SHIELDED CABLE (4-20mA)

SIGNAL TO JUNCTION BOX A

PT

(2) 1" CONDUITS TO CONTROL PANEL PCP-3A

(1) WITH 2-2/C#16 TWISTED SHIELDED CABLE (4-20mA) SIGNAL

(1) WITH 10#14

PPL1-7

PUMP CONTROL

PANEL PCP-3A

NOTES:

1. CONTRACTOR SHALL COORDINATE ALL CONDUIT PENETRATIONS IN THE BUILDING WITH THE PREFAB BUILDING MANUFACTURER PRIOR TO

ANY WORK BEING PERFORMED.

2. ALL EXTERIOR EXPOSED CONDUITS AND BOXES SHALL BE SCHEDULE 80 PVC.

A

1,a

EB1

1

PPL1-10

2

GFI

DC

1/2"C., 2#14

TO PCP-3A

1 1/2"C., 3#1 & 1#6G. TO

WELL PUMP VFD

LIGHTING FIXTURE SCHEDULE

TYPE TYPE MANUFACTURER CATALOG NUMBER REMARKSWATTSVOLTAGEMOUNTING

LAMP

NO. TYPE

EB1

EXTERIOR LIGHTING FIXTURE

LDWP-FC-4A-120VED-

EMLED-CD

- 12040

COOPERLIGHTINGS1

1'x4' ENCLOSED AND GASKETED, WET LOCATION

LISTED LED STRIP FIXTURE

A

4VT2-LD4-4-DR-UNV-

L835-CD1-WL-TEH-U

- 12056

COOPER LIGHTING SURFACE

WALL

4000 LUMEN

3500K

LED

1313LUMEN

3500K

LED

WALL MOUNTED LED EMERGENCY BATTERY PACK UNIT

2

120

LED

RL2-LED-2-WHCOOPER/ISOLITE

WALL

SURFACE

4

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COPYRIGHT 2019 WESTON & SAMPSON

Project:

www.westonandsampson.com

Consultants:

Seal:

Revisions:

No. Date Description

COA:

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

Weston & Sampson Engineers, Inc.

273 Dividend Road

Rocky Hill, CT 06067

978.532.1900 800.SAMPSON

Re

v: 1

.6

D

ate

: 0

4/1

0/2

01

9

COPYRIGHT © 2019 BY WESTON & SAMPSON

THIS DRAWING HAS BEEN PREPARED FOR THE

EXCLUSIVE USE OF THE CLIENT & PROJECT NAME

LISTED ON THIS DRAWING ONLY.

REPRODUCTION, RELEASE OF UTILIZATION OF THE

DRAWING CONTENT BY OTHER CLIENTS / FIRMS AND

ON OTHER PROJECTS IS PROHIBITED BY LAW.

WESTON & SAMPSON RETAINS THE EXCLUSIVE USE

OF THE INTELLECTUAL PROPERTY CONTAINED

HEREIN.

2170316

09/10/2019

TOWN OF COLCHESTER,

CONNECTICUT

DEPARTMENT OF PUBLIC WORKS

RFP 2019 - 18

WELL 3A - PUMP HOUSE AND

ASSOCIATED PIPING

AS NOTED

JED

RGT

RGT

ELECTRICAL PLANS,

ONE LINE DIAGRAM

AND SCHEDULES

E-3

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SCALE: 1/2" = 1' - 0"
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%%UWELL #3A ELECTRICAL LIGHTING PLAN
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%%UWELL #3A ELECTRICAL POWER PLAN