_21490-100pct-ContractDwgs-20230630

N
WATERFORD
CONNECTICUT
HARTFORD
NORWICH
MIDDLETOWN
NEW HAVEN
STAMFORD
DRAWING INDEX
GENERAL
---
COVER SHEET
CIVIL
C-1
GENERAL NOTES, LEGEND & ABBREVIATIONS
C-2
OLD NORWICH ROAD PUMP STATION - SITE DEMOLITION & MODIFICATIONS PLAN
C-3
EROSION CONTROL NOTES & DETAILS
860.343.8297    |    www.wright-pierce.com
WP PROJECT No. 
21490
WATERFORD UTILITY COMMISSION
CONTRACT DRAWINGS FOR
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
JUNE 2023
WATERFORD, CONNECTICUT
CHAIRMAN:
KENNETH KIRKMAN
MEMBERS:
THOMAS J. DEMBEK
RODNEY A. PINKHAM
STEPHEN J. NEGRI
SECRETARY:
RAYMOND L. VALENTINI
REC SEC:
AMY WINDLE
WATERFORD UTILITY COMMISSION
FIRST SELECTMAN:
ROBERT J. BRULE
BOARD OF SELECTMAN
CHAIRMAN:
GLENN PATTERSON
BOARD OF FINANCE
ARCHITECTURAL
A-1
GENERAL NOTES, LEGENDS AND ABBREVIATIONS
A-2
OLD NORWICH ROAD PUMP STATION - DEMOLITION FLOOR AND ROOF PLANS
A-3
OLD NORWICH ROAD PUMP STATION - MODIFICATION FLOOR AND ROOF PLAN AND DETAIL
A-4
OLD NORWICH ROAD PUMP STATION - SCHEDULES AND DETAILS
PROCESS
PR-1
GENERAL NOTES & ABBREVIATIONS
PR-2
OLD NORWICH ROAD PUMP STATION - DEMOLITION PLANS
PR-3
OLD NORWICH ROAD PUMP STATION - DEMOLITION SECTIONS
PR-4
OLD NORWICH ROAD PUMP STATION - MODIFICATIONS PLANS
PR-5
OLD NORWICH ROAD PUMP STATION - MODIFICATIONS SECTIONS
PR-6
DETAILS
MECHANICAL
M-1
MECHANICAL NOTES, LEGEND, ABBREVIATIONS, DESIGN DATA & DETAILS
M-2
MECHANICAL EQUIPMENT SCHEDULES
M-3
OLD NORWICH ROAD PUMP STATION - DEMOLITION PLANS & SECTIONS
M-4
OLD NORWICH ROAD PUMP STATION - MODIFICATIONS PLANS & SECTIONS
I-1
INSTRUMENTATION LEGEND, NOTES & ABBREVIATIONS
I-2
NETWORK DIAGRAM
I-3
OLD NORWICH ROAD PUMP STATION - LOOPS
I-4
ELECTRICAL SCHEMATICS
E-1
 ELECTRICAL LEGEND, NEMA AND CONDUIT INSTALLATION SCHEDULES
E-2
 ELECTRICAL NOTES AND ABBREVIATIONS
E-3
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL DEMOLITION AND MODIFICATION SITE PLANS
E-4
 OLD NORWICH ROAD PUMP STATION - SINGLE LINE DIAGRAM - DEMOLITION
E-5
 OLD NORWICH ROAD PUMP STATION - SINGLE LINE DIAGRAM - MODIFICATION
E-6
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL LIGHTING PLAN - DEMOLITION
E-7
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL DEMOLITION PLAN
E-8
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL LIGHTING PLAN - MODIFICATION
E-9
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL MODIFICATION PLAN
E-10
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL SCHEMATICS I
E-11
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL SCHEMATICS II
E-12
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL SCHEDULES I
E-13
 OLD NORWICH ROAD PUMP STATION - ELECTRICAL SCHEDULES II
E-14
 ELECTRICAL DETAILS
E-15
 LIGHTING FIXTURE SCHEDULE AND DETAILS
LOCATION PLAN
SCALE: 1"=4,000'
OLD NORWICH ROAD PS
MODERATOR:
PAUL GOLDSTEIN
RTM
INSTRUMENTATION
ELECTRICAL
BID NO. 23-126

J:\ENG\CT\WATERFORD\21490-OLDNORWICHRDPSUPGRADES\_DRAWINGS\CIV\21490-CS-GENERALNOTES.DWG | GeneralNotes | 1:2.5849 | ---- | 6/30/2023 12:18:35 PM | ELLIOTT.LAGNER
LAST SAVED BY: ELLIOTT.LAGNER 6/12/2023 8:27 AM
APPROVED:
CHECKED:
CAD:
DATE:
1
2
PROJECT NO:
DATE:
3
4
CAD COORD:
DESIGNED:
DRAWING
REVISIONS
NO
APP'D DATE
SUBMISSION:
5
GENERAL NOTES, LEGEND & ABBREVIATIONS
WATERFORD UTILITY COMMISSION
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
 
 
 
 
 
 
C-1
 
 
 
 
 
 
 
 
 
 
 
 
D.METZ
K.HICKEY
JUNE 2023
D.DIEVERT
JUNE 2023
21490
E.LAGNER
T.MONTGOMERY
CONTRACT DRAWINGS
 
 
 
860.343.8297    |    www.wright-pierce.com
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
 
 
LEGEND
PROPERTY/ROW LINE
SETBACK LINE
EASEMENT LINE
CONTOUR
LIMIT OF WORK
SILT FENCE
SPOT ELEVATION
UNDERGROUND ELECTRIC
FM
FM
OVERHEAD ELECTRIC
DRAINAGE FLOW
S
S
SEWER
SD
SD
RIPRAP
SIGN
TEMPORARY BENCH MARK
BUILDING
STONEWALL
CULVERT
12" CMP
SURVEY CONTROL POINT
IRON PIPE/REBAR
DRILLHOLE
MONUMENT
SEWER MANHOLE
DRAINAGE MANHOLE
CATCH BASIN
SHUTOFF VALVE
HYDRANT
EXISTING
EDGE OF PAVEMENT
EDGE OF GRAVEL
RETAINING WALL
SEWER FORCE MAIN
GAS
STORM DRAIN
WATER
G
G
UGE
UGE
UTILITY POLE
UTILITY POLE W/ GUY
LIGHT POLE
UTILITY POLE W/ LIGHT
BOLLARD
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
TEST PIT
TEST BORING
TEST PROBE
MONITORING WELL
WETLANDS
EDGE OF WETLANDS
TELEPHONE MANHOLE
ELECTRIC MANHOLE
PAVEMENT MARKINGS
CENTERLINE
WATER SERVICE SHUTOFF
YARD HYDRANT
EDGE OF WATER
STREAM
DRAINAGE SWALE
CURBING
GUARDRAIL
UNDERDRAIN
UD
UD
RAILROAD
MATCHLINE
ROCK OUTCROP
MAILBOX
TREELINE
CHAIN LINK FENCE
STOCKADE FENCE
BARB WIRE FENCE
EDGE OF CONCRETE
8"
4"
4"
15"
6"
FLAGPOLE
FLOODPLAIN
124.6
W
W
8"
OHE
OHE
CB
CB
DMH
MB
SMH
EMH
TMH
B
TP
P
MW
T
UNDERGROUND TELEPHONE
UGT
UGT
UNDERGROUND CABLE TV
CATV
CATV
CB
GAS
GAS SERVICE SHUTOFF
GAS GATE VALVE
G
WETLAND FLAG
PROPOSED
4"FM
8"S
8"W
15"SD
12" CMP
4"G
6"UD
123
UGE
UGE
OHE
OHE
134.5
SMH
DMH
CB
CB
EMH
TMH
NATIONAL GEODETIC VERTICAL DATUM
W/
W
POTABLE WATER
WITH
SMH
TBM
THK
TYP
UD
SQ
STA
T, XFMR
SD
SF
S
PSI
PVC
RCP
RD
REQ'D
OD
PC
PSF
NTS
NGVD
SANITARY SEWER MANHOLE
STATION
TEMPORARY BENCH MARK
THICKNESS
UNDERDRAIN
TYPICAL
SQUARE
TRANSFORMER
STORM DRAIN
SQUARE FEET
SLOPE, SEWER
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
REQUIRED
ROOF DRAIN
OUTSIDE DIAMETER
POUNDS PER SQUARE FOOT
PERFORATED CLAY
NOT TO SCALE
FT
INV
MH
MIN
MAX
HYD
INF
IN
FM
DR
DWG
EL
EMH
CY
DEMO
DMH
DI
FEET
MANHOLE
MINIMUM
MAXIMUM
INCH
INFLUENT
HYDRANT
INVERT
FORCE MAIN
DRAIN
ELECTRIC MANHOLE
ELEVATION
DRAWING
DRAIN MANHOLE
CUBIC YARD
DUCTILE IRON
DEMOLITION
CIVIL ABBREVIATIONS
CEN
CO
CONC
CI
CMP
CB
BLDG
&
Ø, DIA
CENTER
CAST IRON
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CATCH BASIN
BUILDING
AND
DIAMETER
PS
PRIMARY SLUDGE
VC
VITRIFIED CLAY
UG
UNDERGROUND
UGE
UNDERGROUND ELECTRIC
#, NO
NUMBER
APP'D
APPROVED
G
GAS
N
N/A
NORTH
NOT AVAILABLE/APPLICABLE
LBS
POUNDS
TOS
TOP OF STRUCTURE
MW
MONITORING WELL
CL
CENTERLINE
CORNER
COR
CFS
CUBIC FEET PER SECOND
PT
POINT OF TANGENCY
AC
ASBESTOS CEMENT
BR
BRICK
CIPP
CURED-IN-PLACE-PIPE
HDPE
HIGH DENSITY POLYETHYLENE
LF
LINEAR FOOT
OUT
OUTFALL
VF
VERTICAL FOOT
GENERAL NOTES
1.
THE OWNER WILL BE RESPONSIBLE FOR OBTAINING THE PERMITS LISTED IN THE SUPPLEMENTARY OR
SPECIAL CONDITIONS.  IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE
APPLICABLE PROVISIONS OF EACH PERMIT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE
BY THOSE PROVISIONS DURING CONSTRUCTION.  COPIES OF ALL OBTAINED PERMITS ARE AVAILABLE FOR
REVIEW FROM THE OWNER.   ALL OTHER PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
2.
THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY RIGHTS OF WAY AND EASEMENTS.
THE CONTRACTOR SHALL VERIFY THAT THE NECESSARY EASEMENTS HAVE BEEN SECURED BY THE
OWNER.  IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE
PROVISIONS OF EACH EASEMENT AS THEY APPLY TO THE WORK PRIOR TO BIDDING AND ABIDE BY THOSE
PROVISIONS DURING CONSTRUCTION.  COPIES OF ALL RIGHTS-OF-WAY AND EASEMENTS ARE AVAILABLE
FOR REVIEW FROM THE OWNER.
3.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AT ALL TIMES.  CONTRACTOR
SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL SIGNS IN ACCORDANCE WITH THE MUTCD AND ALL
STATE AND LOCAL REGULATIONS.  THE CONTRACTOR IS REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN
TO THE OWNER PRIOR TO COMMENCING CONSTRUCTION.  THE POLICE DEPARTMENT AND FIRE
DEPARTMENT ARE TO BE NOTIFIED AT LEAST 24-HOURS IN ADVANCE OF ANY STREET CLOSING OR
DETOUR.
4.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA).
5.
CONTRACTOR SHALL COMPLY WITH THE COORDINATION REQUIREMENTS AND RELATED COSTS, IF ANY,
AS SPECIFIED IN SPECIFICATION SECTION 01050.
6.
CONTRACTOR SHALL NOTE THAT, IN GENERAL, ALL EXISTING CONDITION INFORMATION ON THE
DRAWINGS ARE SHOWN WITH A LIGHTER LINE WEIGHT AND WITH A SLANTED TYPE TEXT.
EXISTING SITE CONDITIONS
1.
THE LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES, AS SHOWN ON THE DRAWINGS, ARE
APPROXIMATE AND MAY NOT BE COMPLETE.  THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE
BASED ON PREVIOUS CONSTRUCTION DESIGN PLANS, WHICH ARE AVAILABLE FOR INSPECTION AT THE
ENGINEER'S OFFICE.  NO GUARANTEE IS MADE THAT UTILITIES OR STRUCTURES WILL BE ENCOUNTERED
WHERE SHOWN, OR THAT ALL UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN.  ALL LOCATIONS
AND SIZES OF EXISTING UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD WITH TEST PITS AS
REQUIRED PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE AFFECTED.
THE CONTRACTOR WILL REALIGN NEW PIPE LOCATIONS AS REQUIRED TO CONFORM TO EXISTING LINES
AND AS APPROVED BY THE ENGINEER.
2.
THERE ARE NO KNOWN HAZARDOUS ENVIRONMENTAL CONDITIONS WITHIN THE AREA OF WORK.  IF THE
PRESENCE OF HAZARDOUS ENVIRONMENTAL CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL
NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY.  ALL ACTIVITIES, HANDLING AND DISPOSAL OF
HAZARDOUS ENVIRONMENTAL CONDITIONS AND MATERIALS SHALL BE IN ACCORDANCE WITH OSHA,
FEDERAL, STATE, AND LOCAL REGULATIONS.
SITE DEMOLITION
1.
REFER TO THE EXISTING SITE PLAN, FOR ADDITIONAL INFORMATION REGARDING EXISTING FACILITIES.
REFER TO THE LAYOUT DRAWING FOR LIMITS OF WORK.
2.
REFER TO SPECIFICATION SECTION 01010A, WHICH CONTAINS INFORMATION ON CONSTRAINTS OF
CONSTRUCTION SEQUENCING.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL DEMOLISHED PIPING,
EQUIPMENT AND MATERIALS.  DISPOSAL SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.  THE OWNER RESERVES THE RIGHT TO RETAIN ANY SUCH PIPING, EQUIPMENT AND
MATERIALS DESIGNATED FOR DEMOLITION.  SUCH MATERIALS TO BE RETAINED SHALL BE PROPERLY
STORED IN AN ON-SITE LOCATION.  COORDINATE LOCATION AND MATERIALS TO BE SALVAGED WITH THE
OWNER/ENGINEER.  REFER TO SPECIFICATION SECTION 02050A.
4.
THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AS PART OF THE PROJECT RECORD
DOCUMENTS IN ACCORDANCE WITH SPECIFICATION SECTION 01720.
5.
THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO ENSURE THAT ALL PROCESS FLOWS ARE
MAINTAINED DURING CONSTRUCTION.  GRAVITY OR PUMPED BYPASSES AND OTHER MEANS OF
MAINTAINING FLOW SHALL BE SUBJECT TO THE REVIEW AND ACCEPTANCE OF THE ENGINEER.  THE
CONTRACTOR SHALL COORDINATE ANY TEMPORARY STOPPAGES OR BYPASSES WITH THE OWNER AND
ENGINEER.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF FLOWS RESULTING FROM
PRECIPITATION AND GROUNDWATER DEWATERING OPERATIONS.
SITE CLEARING, GRUBBING AND GRADING
1.
STRIPPING OF TOPSOIL (LOAM) SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02115.  REFER
TO THE LAYOUT AND GRADING DRAWINGS FOR LIMIT OF WORK AND STRIPPING.
2.
CONTRACTOR SHALL MINIMIZE CLEARING OPERATIONS. CLEARING LIMITS SHALL BE AS INDICATED ON
THE DRAWINGS, BUT AT ALL TIMES WITHIN EXISTING ROAD RIGHTS-OF-WAY AND PROPERTY LINES ON
STATE OR COUNTY-OWNED PROPERTY OR EASEMENTS.  ALL CLEARING AND GRUBBING MATERIAL SHALL
BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT A SITE PROVIDED BY THE
CONTRACTOR IN COMPLIANCE WITH ALL STATE AND LOCAL LAWS.
3.
CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL AND DRAINAGE MEASURES IN ALL AREAS OF
WORK, AND CONFINE SOIL SEDIMENT TO WITHIN THE LIMITS OF EXCAVATION AND GRADING.  PRIOR TO
BEGINNING EXCAVATION WORK, EROSION CONTROL FENCE SHALL BE INSTALLED AT THE DOWN
GRADIENT PERIMETER OF THE ACTUAL LIMITS OF GRUBBING AND/OR GRADING, AND AS SHOWN ON THE
DRAWINGS.  EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE A MINIMUM, CONTRACTOR
SHALL TAKE ALL OTHER NECESSARY MEASURES.  EROSION CONTROL FENCE SHALL ALSO BE INSTALLED AT
THE DOWN GRADIENT PERIMETER OF THE TOPSOIL STOCKPILES.  ALL DISTURBED EARTH SURFACES SHALL
BE STABILIZED IN THE SHORTEST PRACTICAL TIME AND TEMPORARY EROSION CONTROL DEVICES SHALL
BE EMPLOYED UNTIL SUCH TIME AS ADEQUATE SOIL STABILIZATION HAS BEEN ACHIEVED.  TEMPORARY
STORAGE OF EXCAVATED MATERIAL SHALL BE STABILIZED IN A MANNER THAT WILL MINIMIZE EROSION.
ALL INSTALLED EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE END OF THE PROJECT.
4.
ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY HAY BALE FILTERS TO PREVENT ENTRY OF
SEDIMENT FROM RUNOFF WATERS DURING CONSTRUCTION.  CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REMOVAL AND DISPOSAL OF ALL COLLECTED SEDIMENT, AND THAT WHICH COLLECTS IN THE STORM
DRAIN SYSTEM. REFER TO THE CIVIL DETAIL DRAWINGS.
5.
CONTRACTOR SHALL CONTROL DUST ON THE CONSTRUCTION SITE TO A REASONABLE LIMIT, AS
DETERMINED BY THE ENGINEER, AND AS OUTLINED IN SPECIFICATION SECTION 01562.
6.
CONTRACTOR SHALL NOT TRACK OR SPILL EARTH, DEBRIS OR OTHER CONSTRUCTION MATERIAL ON
PUBLIC OR PRIVATE STREETS AND PLANT DRIVES.  THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE ASSOCIATED CLEAN UP.
7.
THE CONTRACTOR SHALL NOT HAVE ANY RIGHT OF PROPERTY IN ANY MATERIALS TAKEN FROM ANY
EXCAVATION.  SUITABLE EXCAVATED MATERIAL MAY BE INCORPORATED IN THE PROJECT, WITH EXCESS
MATERIAL DISPOSED OF AT A LOCATION PROVIDED BY THE CONTRACTOR.  THESE PROVISIONS SHALL IN
NO WAY RELIEVE THE CONTRACTOR OF OBLIGATIONS TO PROPERLY DISPOSE OF AND REPLACE ANY
MATERIAL DETERMINED BY THE ENGINEER TO BE UNSUITABLE FOR BACKFILLING.   THE CONTRACTOR
SHALL DISPOSE OF UNSUITABLE AND EXCESS MATERIAL IN ACCORDANCE WITH THE APPLICABLE
SECTIONS OF THE CONTRACT DOCUMENTS.
8.
CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, PAVEMENT AND
OTHER ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, TO
THE SATISFACTION OF THE OWNER AND ENGINEER.
9.
WHERE EXISTING PAVEMENT IS REMOVED AND REPLACED, MATCH EXISTING GRADES TO THE EXTENT
POSSIBLE.  COORDINATE FINE GRADING WITH THE ENGINEER.
10. ALL ROAD AND DRIVE CROSS SLOPES SHALL PITCH 1/4-INCH PER FOOT MINIMUM.  ALL PAVED SURFACES
SHALL PITCH 1% UNLESS OTHERWISE NOTED.  REFER TO THE CIVIL DETAIL DRAWINGS.
11. ALL NON-ROADWAY AREAS THAT ARE EXCAVATED, FILLED, OR OTHERWISE DISTURBED BY THE
CONTRACTOR SHALL BE LOAMED, GRADED, LIMED, FERTILIZED, SEEDED AND MULCHED, UNLESS
OTHERWISE NOTED.  THE TOP 4-INCHES OF SOIL SHALL BE LOAM.  REFER TO SPECIFICATION SECTION
02485, LANDSCAPING/LOAM AND SEED.
CIVIL SITE LAYOUT
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS PROVIDED LAYOUT INFORMATION
THROUGHOUT THE COURSE OF CONSTRUCTION.  REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO
THE ENGINEER.
2.
THE LOCATIONS AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE
REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO, THE OWNER AND ENGINEER.  THE CONTRACTOR
SHALL LIMIT ACTIVITIES TO THESE AREAS.
3.
WRITTEN DIMENSIONS SHALL PREVAIL.  DO NOT SCALE DISTANCES FROM THE DRAWINGS.  REPORT ANY
DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
4.
ALL ELEVATIONS REFER TO THE TOWN OF WATERFORD DATUM (USC AND GS MEAN SEA LEVEL).
5.
EXISTING CONDITIONS SITE PLAN DEVELOPED FROM DECEMBER 2021 DRONE IMAGING PREPARED BY
WRIGHT-PIERCE AND EXISTING RECORD DRAWING INFORMATION.

OLD NORWICH ROAD
NORWICH ROAD
PUMP STATION
LIMIT OF WORK
14" DI FORCE MAIN
(SEE NOTE 3)
16" RCP GRAVITY
SEWER (SEE NOTE 3)
14" FM DISCHARGE
FROM BOLLES COURT
PUMP STATION
FORCE MAIN BYPASS CONNECTION
(SEE PROCESS DRAWINGS)
NEW GAS SERVICE  BY GAS
COMPANY(SEE NOTE 2)
TRANSFORMER
APPROXIMATE LOCATION
OF EXISTING 2" WATER
SERVICE
TAP EXISTING
GAS MAIN (BY
GAS COMPANY)
GRAVEL DRIVE
(SEE NOTE 4)
FM
FM
FM
FM
FM
FM
FM
FM
S
S
S
S
S
S
S
S
S
106
108
110
112
114
116
118
120
118
116
114
112
110
112
112
114
110
112
W
W
W
W
W
6" SUCTION BYPASS PIPE
(REFER TO PROCESS DRAWINGS)
J:\ENG\CT\WATERFORD\21490-OLDNORWICHRDPSUPGRADES\_DRAWINGS\CIV\21490-CS-OLDNORWICHRDPS.DWG | SitePlan-OldNorwichRdPS | 1:2.5849 | ---- | 6/30/2023 12:18:55 PM | ELLIOTT.LAGNER
LAST SAVED BY: ELLIOTT.LAGNER 6/27/2023 8:33 AM
APPROVED:
CHECKED:
CAD:
DATE:
1
2
PROJECT NO:
DATE:
3
4
CAD COORD:
DESIGNED:
DRAWING
REVISIONS
NO
APP'D DATE
SUBMISSION:
5
OLD NORWICH ROAD PUMP STATION SITE DEMOLITION AND MODIFICATIONS PLAN
SCALE: 1"=10'
N
0
10
20
 
WATERFORD UTILITY COMMISSION
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
 
OLD NORWICH ROAD PUMP STATION
SITE DEMOLITION & MODIFICATIONS PLAN
 
 
 
C-2
 
 
 
 
 
 
 
 
 
 
 
 
D.METZ
K.HICKEY
JUNE 2023
D.DIEVERT
JUNE 2023
21490
E.LAGNER
T.MONTGOMERY
CONTRACT DRAWINGS
 
 
 
860.343.8297    |    www.wright-pierce.com
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
 
 
PROFILE - 14" FORCE MAIN
SCALE: NTS
PROFILE - 16" GRAVITY SEWER
SCALE: NTS
NOTES:
1.
REFER TO GENERAL NOTES ON DRAWING C-1 FOR ADDITIONAL INFORMATION.
2.
1" GAS TO NEW GAS METER/REGULATOR FROM EXISTING HIGH PRESSURE MAIN IN OLD NORWICH ROAD.  NEW GAS SERVICE TO BE FURNISHED AND INSTALLED BY THE GAS
COMPANY.  CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE GAS COMPANY.  ALL WORK ASSOCIATED WITH INSTALLATION OF THE NEW GAS SERVICE FROM THE MAIN
TO THE EXTERIOR BUILDING WALL SHALL BE CONDUCTED BY THE GAS COMPANY AND PAID FOR OUT OF THE CONTRACT ALLOWANCE FOR UTILITIES.
3.
APPROXIMATE LOCATION OF GRAVITY SEWER AND FORCE MAIN. REFER TO PROFILES THIS SHEET.
4.
PREPARE AREA FOR NEW GRAVEL DRIVE.  CLEAR AND GRUB AND REMOVE/HAUL AWAY 12-INCHES OF SOIL.  COMPACT EXISTING SUBGRADE AND INSTALL GRAVEL DRIVE PER
DETAIL THIS SHEET.
TYPICAL SECTION OF GRAVEL DRIVE
SCALE: NTS
6" AGGREGATE SURFACE
AND LEVELING COURSE
6" AGGREGATE BASE
COURSE TYPE "B"
APPROVED SUBGRADE

EROSION CONTROL NOTES & DETAILS
WATERFORD UTILITY COMMISSION
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
 
 
 
 
 
 
C-3
 
 
 
 
 
 
 
 
 
 
 
 
D.METZ
K.HICKEY
JUNE 2023
D.DIEVERT
JUNE 2023
21490
E.LAGNER
T.MONTGOMERY
CONTRACT DRAWINGS
 
 
 
J:\ENG\CT\WATERFORD\21490-OLDNORWICHRDPSUPGRADES\_DRAWINGS\CIV\21490-CS-EROSIONCONTROL.DWG | ErosionControl | 1:2.5849 | ---- | 6/30/2023 12:19:02 PM | ELLIOTT.LAGNER
LAST SAVED BY: ELLIOTT.LAGNER 6/12/2023 8:34 AM
APPROVED:
CHECKED:
CAD:
DATE:
1
2
PROJECT NO:
DATE:
3
4
CAD COORD:
DESIGNED:
DRAWING
REVISIONS
NO
APP'D DATE
SUBMISSION:
5
860.343.8297    |    www.wright-pierce.com
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
 
 
EROSION AND SEDIMENTATION CONTROL NOTES:
MODERATE TO HIGH
VELOCITY AREAS OR
STEEP SLOPES
(GREATER THAN 3:1)
STRAW OR HAY
(ANCHORED) *
JUTE MESH,
LOCATION
PROTECTED AREA
WINDY AREAS
CONTROL.
STRAW OR HAY *
MULCH AND MULCH ANCHORING
MULCH
100 POUNDS
40 LBS/ACRE
RATE
86 LBS/ACRE
DATES
3/1 - 6/15
8/15 - 9/15
SEED
OATS
ANNUAL RYE GRASS
WINTER RYE
ADDITIONAL TEMPORARY SEED MIXTURE (OR PERIODS LESS THAN 12 MONTHS)
120 LBS/ACRE
*  SEED RATE ONLY
AS REQUIRED
SEEDING.  A SUITABLE BINDER SHALL BE USED ON HAY MULCH FOR WIND 
*  A HYDRO-APPLICATION OF CELLULOSE FIBER MAY BE APPLIED FOLLOWING 
EXCELSIOR MAT, OR EQUIV.
RATE (1000 S.F.)
100 POUNDS
3/1 - 6/15
MILLET
20 LBS/ACRE
(8/15 - 10/15)
4/15 - 7/1
5/15 - 7/15
1.
WINTER CONSTRUCTION PERIOD DEFINED: NOVEMBER 1 THROUGH APRIL 15.
2.
WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1
ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME.
3.
EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR
TO ANY PRECIPITATION EVENT.
4.
AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES
HAVE BEEN EITHER MULCHED WITH STRAW OR HAY AT A RATE OF 100 POUNDS PER 1,000
SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED, AND
ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. IN ALL CASES, MULCH
SHALL BE APPLIED SUCH THAT SOIL SURFACE IS NOT VISIBLE THROUGH THE MULCH.
5.
BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1, LOAM OR SEED WILL NOT BE REQUIRED.
DURING PERIODS OF ABOVE-FREEZING TEMPERATURES, THE SLOPES SHALL BE FINE GRADED
AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL
SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1
AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED, AND IS SMOOTH, THEN THE
AREA MAY BE DORMANT SEEDED AT A RATE 200%-300% HIGHER THAN SPECIFIED FOR
PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING
WEATHER, ALL EXPOSED AREAS SHALL BE GRADED BEFORE FREEZING AND THE SURFACE
TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL
NOT BE LEFT EXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK
SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER
CONDITIONS PERMIT, ALL DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE
TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY OR
STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.
6.
A)  BETWEEN THE DATES OF NOVEMBER 1 AND APRIL 15, ALL MULCH SHALL BE EITHER
WOOD CELLULOSE FIBER OR BE ANCHORED WITH MULCH NETTING OR CHEMICAL TACK.
B)  MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A
SLOPE GREATER THAN 3%, FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER
SLOPES GREATER THAN 8%.
C)  MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES
GREATER THAN 15%. AFTER OCTOBER 1, THE SAME APPLIES FOR ALL SLOPES GREATER THAN
8%.
7.
AFTER NOVEMBER 1, THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND
ANCHORING ON ALL BARE EARTH AT THE END OF EACH WORKING DAY.
8.
DURING WINTER CONSTRUCTION PERIODS, ALL SNOW SHALL BE REMOVED FROM AREAS OF
SEEDING AND MULCHING PRIOR TO PLACEMENT.
ANCHOR MULCH WITH: MULCH NETTING (AS PER MANUFACTURER); ASPHALT EMULSION (0.05
GALLONS PER SQUARE YARD); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); OR
BE WOOD CELLULOSE FIBER (2,000 POUNDS PER ACRE). WETTING FOR SMALL AREAS AND ROAD
DITCHES MAY BE PERMITTED.
8/1 - 10/15
EROSION CONTROL DURING WINTER CONSTRUCTION:
MULCH ANCHORING:
4'-0" TYP
COMBINATION SILT FENCE
AND HAY BALE BARRIER
SCALE: NTS
SILT FENCE INSTALLATION DETAIL
SCALE: NTS
TYPE II SEDIMENTATION BASIN DETAIL
SCALE: NTS
PLACE MODIFIED RIPRAP AT
DISCHARGE OUTLET (CT.
D.O.T.M.12.02)
STAKE AND EMBED HAY
BALES IN ACCORDANCE
WITH HAY BALE BARRIER
STANDARD
EXCAVATED EARTH
RIPRAP/CRUSHED STONE
OUTLET SPILLWAY
A
A
B
B
1'-6"
VARIES
PUMP DISCHARGE
GEOTEXTILE SILT FENCE
(PLACE ON ENTIRE INSIDE
FACE)
PLAN
(NOT TO SCALE)
OUTLET
SPILLWAY
WEIR
6"
4" EMBEDMENT
3'-0"
SECTION A-A
(NOT TO SCALE)
EXCAVATED AREA
FLAT BOTTOM
NOTES:
DIMENSION VARY ACCORDING TO
PUMP RATES.  MINIMUM REQUIRED
STRAGE IS CALCULATED FROM CREST
OF SPILLWAY WEIR.
SECTION B-B
(NOT TO SCALE)
OUTLET SPILLWAY WEIR
2' MIN
2
1
2
1
BALE HEIGHT
MINUS 6"
FLOW
OUTLET TO
WATERCOURSE OR
SWALE
VARIES
1
CT. D.O.T.-#3
2" CRUSHED STONE OR
GRAVEL (6" DEPTH)
8'-0"(MAX)
8'-0"(MAX)
2'-6"
1'-0"
(MIN)
3'-6" (MIN)
3'-0" WIRE REINFORCED
SILTATION FABRIC W/ WIRE
MESH BACKING ATTACHED
TO WOOD POST
EXCAVATE TRENCH FOR
MIN 6"-OVERLAP FABRIC
AND BACKFILL WITH
EXCAVATED MATERIALS
WOOD POSTS
EXISTING GRADE
WOOD POSTS
HAYBALE
4"
EMBEDMENT
THIS PLAN HAS BEEN DEVELOPED AS A STRATEGY TO CONTROL SOIL EROSION  AND
SEDIMENTATION DURING AND AFTER CONSTRUCTION. THIS PLAN IS BASED  ON THE "2002
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT
COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT
DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION.
PROVIDE SILT FENCE, STONE CHECK DAMS, AND OTHER EROSION CONTROL MEASURES AS
REQUIRED TO ADEQUATELY PREVENT SEDIMENT TRANSPORT AS NOTED IN THE BMP.
1.
ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE IN ACCORDANCE WITH
THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE
CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE
CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION.
2.
THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE MAINTAINED IN AN
UNTREATED OR NON-VEGETATED CONDITION FOR THE MINIMUM TIME REQUIRED. IN
GENERAL, AREAS TO BE VEGETATED SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS
OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL
DISTURBANCE OF THE SOIL.
3.
SEDIMENT BARRIERS (SILT FENCE, STONE CHECK DAMS, ETC.) SHOULD BE INSTALLED PRIOR
TO ANY SOIL DISTURBANCE OF UPGRADIENT DRAINAGE AREAS.
4.
INSTALL SILT FENCE AT TOE OF SLOPES TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL
FOR PROPER INSTALLATION. SILT FENCE WILL REMAIN IN PLACE PER NOTE 5.
5.
ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED, AND/OR REPAIRED
EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT
OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSE.
SEDIMENT DEPOSITS MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE
HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE
AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY
STABILIZED.
6.
NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO
HORIZONTAL TO ONE VERTICAL (2 TO 1) UNLESS STABILIZED WITH PERMANENT EROSION
CONTROL MEASURES.
7.
IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT TO BE COMPLETED 30 DAYS PRIOR TO
THE ANTICIPATED DATE OF THE FIRST KILLING FROST, USE TEMPORARY MULCHING
(DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY
PERMANENT SEEDING, UNTIL UPGRADIENT AREAS ARE STABILIZED.
8.
WHEN FEASIBLE, TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN
FINISH-GRADED SHALL BE COMPLETED 30 DAYS PRIOR TO THE FIRST KILLING FROST.
9.
DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE
SITE AND REGRADED ONTO OPEN AREAS. POST SEEDING SEDIMENT, IF ANY, WILL BE
DISPOSED OF IN AN ACCEPTABLE MANNER.
10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION
EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE
GRADED, SMOOTHED, AND REVEGETATED AS FOLLOWS:
A.
A MINIMUM OF FOUR INCHES (4") OF LOAM WILL BE SPREAD OVER DISTURBED AREAS
AND SMOOTHED TO A UNIFORM SURFACE.
B.
APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT
DEEMED FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL,
FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS
PER 1,000 SQUARE FEET USING 10-10-10 (N-P205-K20) OR EQUIVALENT. APPLY GROUND
LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 4
TONS PER ACRE (180 POUNDS PER 1,000 SQUARE FEET) FOR CLAY, CLAY LOAM, AND
HIGH ORGANIC SOIL. AT A RATE OF 3 TONS PER ACRE (135 POUNDS PER 1,000 SQUARE
FEET) FOR SANDY LOAM, LOAM AND SILT LOAM. AT A RATE OF 2 TONS PER ACRE (90
POUNDS PER 1,000 SQUARE FEET) FOR LOAMY SAND, AND SAND.
C.
FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED
WITH A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE.
THE LAWN AREAS WILL BE SEEDED WITH A PREMIUM TURF MIXTURE OF 44% KENTUCKY
BLUEGRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYE GRASS: SEEDING
RATE IS 3.0 POUNDS PER 1,000 SQUARE FEET. LAWN QUALITY SOD MAY BE
SUBSTITUTED FOR SEED.
D.
HAY MULCH AT THE RATE OF 2 TONS PER ACRE OR 90-95 POUNDS PER 1,000 SQUARE
FEET OR A HYDRO-APPLICATION OF CELLULOSE FIBER SHALL BE APPLIED FOLLOWING
SEEDING. A SUITABLE BINDER WILL BE USED ON HAY MULCH FOR WIND CONTROL.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE WORK AREA
IS STABILIZED.
12. WETLANDS (EXCEPTING THOSE WHICH ARE TO BE FILLED IN ACCORDANCE WITH STATE AND
FEDERAL REGULATIONS) WILL BE PROTECTED WITH SILT FENCE INSTALLED AT THE EDGE OF
THE WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE.
13. IN GENERAL, AREAS WITHIN 100 FEET OF DELINEATED WETLANDS OR STREAMS SHALL HAVE
A MAXIMUM PERIOD OF EXPOSURE OF NOT MORE THAN 15 DAYS.
14. FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IN ALL AREAS
WITHIN 100 FEET OF DELINEATED WETLANDS OR STORMS.
WIDTH=W
LENGTH=L
DEPTH=D
NOTE:
INSTALL SILT SACK PER MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
EMPTY OR REMOVE SEDIMENT FROM SILT
SACK WHEN RESTRAINT CORD IS NO
LONGER VISIBLE.  CLEAN, RINSE, AND
REPLACE AS NEEDED.
SILT SACK CATCH BASIN INLET
SCALE: NTS
1" REBAR FOR LIFTING
AND REMOVAL
DUMP STRAPPING, TYP
SILT SACK
AREA TO BE PROTECTED
WATER FLOW
WORK AREA
AREA TO BE PROTECTED
NOTES:
1.
ALL MATERIAL TO MEET SPECIFICATIONS
2.
SILT SOCK COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION
REQUIREMENTS
3.
SILT SOCK DEPICTED IS FOR MINIMUM SLOPES.  GREATER SLOPES MAY
REQUIRE LARGER SOCKS PER THE ENGINEER
4.
COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
WORK AREA
COMPOST SILT SOCK
SCALE: NTS
SECTION
PLAN
3'-4"
12"±
COMPOST SILT SOCK
STAKE ON 10'
LINEAL SPACING
2"x2" WOODEN STAKE
SILT SOCK
(12" TYP)

SYMBOLS LEGEND
1
A101
SIM
SECTION 
DOOR TAG 
CAULKING (FIRE RATED 
WHERE APPLICABLE) 
SEALANT 
DRAWING NUMBER
SHEET NUMBER
S
C
DETAIL
DATUM
ROOM TAG
ROOM NUMBER
101
1
A101
NAME
ELEVATION
DRAWING NUMBER
SHEET NUMBER
ROOM NAME
101
1
1
MODIFICATION MARKER
DEMOLITION MARKER
WALLS LEGEND:
CIP CONCRETE WALL
EXISTING WALL/PARTITION
CIP CONCRETE WALL WITH 2" RIGID INSULATION ON 
INTERIOR SIDE AND GWB OR FRP PLYWOOD PANELS.
ARCHITECTURAL NOTES
1. 
ALL DIMENSIONS INDICATED ON THE PLANS ARE NOMINAL, REFER TO THE DETAILS FOR MORE SPECIFIC 
INFORMATION.
2. 
EXPANSION ANCHORS ARE TO HAVE A MINIMUM OF 4 3/4" EMBEDMENT UNLESS INDICATED  
OTHERWISE.
ABBREVIATIONS:
AFF
ABOVE FINISH FLOOR
ALUM
ALUMINUM
BLDG
BUILDING
C
CAULK
℄
CENTER LINE
CBB
CONTINUOUS BOND BEAM
CDM
CAVITY DRAINAGE MATERIAL
CJ
CONTROL JOINT
CJV
CONTROL JOINT (VENEER ONLY)
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE
CONT
CONTINUOUS
DIA
DIAMETER
DIM
DIMENSION
DN
DOWN
DWG
DRAWING
EL
ELEVATION (HEIGHT)
EQ
EQUAL
EXIST
EXISTING
FD
FLOOR DRAIN
FFE
FINISH FLOOR ELEVATION
FRP
FIBERGLASS REINFORCED PLASTIC
FT
FEET (FOOT)
FV
FIELD VERIFY
GWB
GYPSUM WALL BOARD
HB
HOSE BIB
HDWR
HARDWARE
HM
HOLLOW METAL
HP
HIGH POINT
HR
HOUR
INSUL
INSULATION
MAX
MAXIMUM
MECH
MECHANICAL
MFR
MANUFACTURER
MIN
MINIMUM
MJ
MASONRY JOINT
MO
MASONRY OPENING
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
PT
PRESERVATIVE TREATED
R
RISER
RD
ROOF DRAIN
REINF
REINFORCING
REQ
REQUIRED
RO
ROUGH OPENING
S
SEALANT
SF
SQUARE FEET (FOOT)
SIM
SIMILAR
SPEC
SPECIFICATIONS
T
TREAD
TOC
TOP OF CONCRETE
TOM
TOP OF MASONRY
TOS
TOP OF STEEL
TYP
TYPICAL
VTR
VENT THROUGH ROOF
UNO
UNLESS NOTED OTHERWISE
MATERIALS LEGEND
CONCRETE
EARTH
FINISH 
WOOD
PLYWOOD
DIMENSIONAL LUMBER 
OR WOOD BLOCKING
RIGID INSULATION
CODES COMPLIANCE
CODES - 2022 CONNECTICUT STATE BUILDING CODE (CSBC):
2021 INTERNATIONAL BUILDING CODE AS AMENDED (IBC)
2021 INTERNATIONAL EXISTING BUILDING CODE AS AMENDED (IEBC)
2021 INTERNATIONAL PLUMBING CODE AS AMENDED (IPC)
2021 INTERNATIONAL MECHANICAL CODE AS AMENDED (IPC)
2021 INTERNATIONAL ENERGY CONSERVATION CODE AS AMENDED (IECC)
2020 NFPA 70, NATIONAL ELECTRIC CODE, OF THE NATIONAL FIRE PROTECTION ASSOCIATION INC.
DESCRIPTION OF BUILDINGS AND WORK
THE WORK ON THE OLD NORWICH ROAD PUMP STATION INCLUDES THE REMOVAL OF THE EXISTING SHINGLE ROOFING 
SYSTEM INCLUDING SHINGLES, UNDERLAYMENT AND DRIP EDGE FOR INSTALLATION OF NEW ROOFING MATERIALS. THE 
EXISTING EXTERIOR DOORS WILL BE REMOVED AND REPLACED. DOOR TRIM AND WINDOW TRIM IS TO BE PAINTED. THIS 
WORK WILL BE CLASSIFIED AS AN ALTERATION LEVEL 1 (IEBC).
CODE NOTES
REVISIONS
APP'D
DATE
NO
3
2
1
4
DESIGNED:
CAD COORD:
CAD:
CHECKED:
DATE:
APPROVED:
DATE:
PROJECT NO:
DRAWING
5
SUBMISSION:
J:\ENG\CT\Waterford\21490-OldNorwichRdPSUpgrades\_Drawings\ARC\Revit\21490-AM-OldNorwichRoadPS.rvt
6/30/2023 12:23:29 PM
A-1
D.HARAZIM
C.MICHAUD
CONTRACT DRAWINGS
JUNE 2023
E.LAGNER
21490
D.HARAZIM
JUNE 2023
H.DOHERTY
GENERAL NOTES, LEGENDS AND ABBREVIATIONS
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
WATERFORD UTILITY COMMISSION
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
860.343.8297    |    www.wright-pierce.com
06/29/2023

DN
UP
DN
BUILDING
NORTH
TRUE
NORTH
5
5
FAN ROOM
101
CONTROL
ROOM
102
CLOSET
104
BATHROOM
103
6
6
39' - 0"
27' - 0"
4
1
1
1
1
1
4
4
PLUMBING VENT
PLUMBING VENT
CHIMNEY
SHED DORMER
SHED DORMER
DEMOLITION  NOTES:
REMOVE EXISTING SHINGLES, UNDERLAYMENT AND 
METAL DRIP EDGE AND PREPARE SURFACE FOR 
INSTALLATION OF NEW ROOFING.
INSPECT ROOF FOR WATER DAMAGE, REMOVE 
DAMAGED SHEATHING AS REQUIRED. COORDINATE 
WITH ARCHITECT FOR INSPECTION. 
REMOVE EXISTING LEAD FLASHING TO THE CHIMNEY 
AND PREP FOR INSTALLATION OF NEW STEP 
FLASHING.
REMOVE EXISTING GUTTERS AND DOWNSPOUTS FOR 
INSTALLATION OF NEW GUTTERS AND DOWNSPOUTS. 
REMOVE DOOR, FRAME AND ALL HARDWARE. PREP 
OPENINGS FOR INSTALLATION OF NEW DOORS. 
CUT NEW WALL OPENING FOR INSTALLATION OF NEW 
LOUVER, SEE MECHANICAL DRAWINGS FOR CUT 
INFILL DETAILS.
CUT NEW WALL OPENING FOR INSTALLATION OF NEW 
PROCESS PIPE, SEE PROCESS DRAWINGS. 
1
2
3
4
5
6
7
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
3
1
4
6
6
CEDAR SHINGLES
WOOD FASCIA 
AND TRIM
LOUVER
3" 
12"
9" 
12"
CHIMNEY
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
4
4
1
1
WOOD FASCIA 
AND TRIM
LOUVER AND TRIM
CEDAR SHINGLES
PLUMBING VENT
WINDOWS AND TRIM
CHIMNEY
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
5
4
4
1
1
WINDOW AND TRIM
CEDAR SHINGLES
PLUMBING VENT
WOOD FASCIA 
AND TRIM
CHIMNEY
7
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
4
4
5
1
CEDAR SHINGLES
PLUMBING VENT
WOOD FASCIA 
AND TRIM
MECHANICAL 
EQUIPMENT
WINDOW AND TRIM
CHIMNEY
7
REVISIONS
APP'D
DATE
NO
3
2
1
4
DESIGNED:
CAD COORD:
CAD:
CHECKED:
DATE:
APPROVED:
DATE:
PROJECT NO:
DRAWING
5
SUBMISSION:
J:\ENG\CT\Waterford\21490-OldNorwichRdPSUpgrades\_Drawings\ARC\Revit\21490-AM-OldNorwichRoadPS.rvt
6/30/2023 12:23:32 PM
A-2
D.HARAZIM
C.MICHAUD
CONTRACT DRAWINGS
JUNE 2023
E.LAGNER
21490
D.HARAZIM
JUNE 2023
H.DOHERTY
OLD NORWICH ROAD PUMP STATION
DEMOLITION FLOOR AND ROOF PLANS
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
WATERFORD UTILITY COMMISSION
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
860.343.8297    |    www.wright-pierce.com
SCALE:  1/4" = 1'-0"
FIRST FLOOR DEMOLITION PLAN
SCALE:  1/4" = 1'-0"
ROOF DEMOLITION PLAN
SCALE:  3/16" = 1'-0"
NORTH ELEVATION
SCALE:  3/16" = 1'-0"
WEST ELEVATION
SCALE:  3/16" = 1'-0"
EAST ELEVATION
SCALE:  3/16" = 1'-0"
SOUTH ELEVATION
06/29/2023

CONTROL
ROOM
102
FAN ROOM
101
DN
DN
UP
BATHROOM
103
CLOSET
104
101
102
BUILDING
NORTH
TRUE
NORTH
LOUVER, SEE 
MECHANICAL DRAWINGS
LOUVER, SEE 
MECHANICAL DRAWINGS
ACTIVE
39' - 0"
27' - 0"
1
4
4
1
6
TYP
 3' - 4" +/-
TYP
 
 
3' - 4" +/-
SHED DORMER
SHED DORMER
CHIMNEY
PLUMBING VENT
BUILDING OUTLINE BELOW
PLUMBING VENT
MODIFICATION NOTES:
INSTALL NEW ASPHALT SHINGLES, ICE AND WATER/ 
UNDERLAYMENT SHIELD AND METAL DRIP EDGE
NEW FLASHING AT CHIMNEY, REPOINT MASONRY 
JOINTS AS REQUIRED
REMOVE AND REPLACE FLASHING COLLAR
INSTALL NEW GUTTERS AND DOWNSPOUTS
INSTALL NEW DOORS 
NEW RIDGE VENT, CUT  EXISTING SHEATHING AS 
REQUIRED TO PROVIDE RIDGE OPENING PER THE 
MANUFACTURERS REQUIREMENTS
DOOR AND WINDOW TRIM ARE TO BE PAINTED
NEW PROCESS PIPING, SEE PROCESS DRAWINGS FOR 
LOCATION. SEE MOUNTING PANEL DETAIL,  A/A-3
1
2
3
4
5
6
7
8
GENERAL NOTES:
1. 
PRESSURE WASH/CLEAN BUILDING EXTERIOR IN 
IT'S ENTIRETY
2. 
PROVIDE 100 LINEAL FEET OF WOOD TRIM TO 
REPLACE DAMAGED TRIM AS REQUIRED
3. 
INSPECT ROOF FOR WATER DAMAGE, REMOVE 
DAMAGED SHEATHING AS REQUIRED. PROVIDE 
ALLOWANCE OF 600 SF OF SHEATHING 
REPLACEMENT IN LUMP SUM BASE BID. 
COORDINATE WITH ARCHITECT FOR 
INSPECTION.
4. 
COORDINATE ALL ROOF PENETRATIONS WITH 
OTHER DISCIPLINES, INFILL ANY EXISTING 
ABANDONED PENETRATIONS PRIOR TO 
INSTALLATION OF THE NEW ROOF.
5. 
DOOR AND WINDOW TRIM ARE TO BE PAINTED
6. 
ALL PAINTING TO BE DONE IN ACCORDANCE 
WITH SPEC 09900.
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
2
SIDING AND FLASHING TO 
REMAIN
6
7
WOOD FASCIA 
AND TRIM
LOUVER AND TRIM
CEDAR SHINGLES
PLUMBING VENT
WINDOWS AND TRIM
CHIMNEY
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
101
SIDING AND FLASHING 
TO REMAIN
2
4
6
7
7
WINDOW AND TRIM
CEDAR SHINGLES
PLUMBING VENT
WOOD FASCIA 
AND TRIM
CHIMNEY
8
5
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
102
3
3
5
SIDING AND STEP FLASHING 
TO REMAIN 
4
7
7
CEDAR SHINGLES
PLUMBING VENT
WOOD FASCIA 
AND TRIM
MECHANICAL 
EQUIPMENT
WINDOW AND TRIM
CHIMNEY
8
FIRST FLOOR
114.00'
SECOND FLOOR
124.67'
2
4
SIDING AND STEP 
FLASHING TO REMAIN 
A-4
J
C
A-4
LOUVER, SEE MECHANICAL 
DRAWINGS
LOUVER, SEE 
MECHANICAL 
DRAWINGS
CEDAR SHINGLES
WOOD FASCIA 
AND TRIM
LOUVER
CHIMNEY
9" 
12"
3" 
12"
* = 2" MIN., ALIGN W/ SIDING,  WIDTH VARIES.  
SEAL ALL
PENETRATIONS
WOOD BLOCKING
PVC MOUNTING 
PANEL
ALUM. FLASHING
ALUM. FLASHING
EXISTING WALL CONSTRUCTION
PVC MOUNTING 
PANEL
PROCESS PIPING - SEE 
PROCESS DRAWINGS
  
*
  
*
WOOD BLOCKING
REVISIONS
APP'D
DATE
NO
3
2
1
4
DESIGNED:
CAD COORD:
CAD:
CHECKED:
DATE:
APPROVED:
DATE:
PROJECT NO:
DRAWING
5
SUBMISSION:
J:\ENG\CT\Waterford\21490-OldNorwichRdPSUpgrades\_Drawings\ARC\Revit\21490-AM-OldNorwichRoadPS.rvt
6/30/2023 12:23:36 PM
A-3
D.HARAZIM
C.MICHAUD
CONTRACT DRAWINGS
JUNE 2023
E.LAGNER
21490
D.HARAZIM
JUNE 2023
H.DOHERTY
OLD NORWICH ROAD PUMP STATION
MODIFICATION FLOOR AND ROOF PLAN AND DETAIL
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
WATERFORD UTILITY COMMISSION
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
860.343.8297    |    www.wright-pierce.com
SCALE:  1/4" = 1'-0"
FIRST FLOOR MODIFICATION PLAN
SCALE:  1/4" = 1'-0"
ROOF MODIFICATION PLAN
SCALE:  3/16" = 1'-0"
WEST ELEVATION
SCALE:  3/16" = 1'-0"
EAST ELEVATION
SCALE:  3/16" = 1'-0"
SOUTH ELEVATION
SCALE:  3/16" = 1'-0"
NORTH ELEVATION
SCALE:  1 1/2" = 1'-0"
MOUNTING PANEL DETAIL
A
06/29/2023

F
2"
DOOR HEIGHT
2"
WIDTH
DOOR
2"
DOOR TYPES
DF
2"
DOOR WIDTH
2"
2"
DOOR HEIGHT
EQ
EQ
DOORS AND FRAMES KEY:
AL
ALUMINUM
HM
HOLLOW METAL
ST
STEEL
THRES
THRESHOLD
WD
WOOD
FINISHES KEY:
CONC
CONCRETE
GWB
GYPSUM WALL BOARD 
P
PAINT
VB
VINYL BASE
GENERAL FINISH NOTES:
1. 
MATERIALS AND FINISHES WITH A '*' DENOTE 
EXISTING MATERIALS AND FINISHES TO REMAIN.
2. 
NOT ALL ROOMS REFERENCED IN THE ROOM FINISH 
SCHEDULE ARE SHOWN IN THE ARCHITECTURAL 
PLANS.
3. 
SCRAPE AND CLEAN  WALLS AND CEILING TO 
REMOVE LOOSE PAINT
DOOR FRAME
SHIM AS REQUIRED
SEALANT AND BACKER 
ROD EACH SIDE
EXISTING WALL CONSTRUCTION
DOOR TRIM AND 
MOULDING
PVC TRIM
PT BLOCKING
S
DOOR FRAME
5 3/4"
SHIM AS REQUIRED
SEALANT AND BACKER 
ROD EACH SIDE
WALL ANCHOR TYP,
EXISTING WALL CONSTRUCTION
DOOR TRIM AND MOULDING
PT BLOCKING
PVC TRIM
ASPHALT SHINGLES
ICE AND WATER SHIELD
PLYWOOD SHEATHING
METAL DRIP EDGE
WALL CONSTRUCTION
12
9
GUTTER AND 
DOWNSPOUT
ICE AND SNOW GUARD
ASPHALT SHINGLES
METAL DRIP EDGE
EXISTING STEP FLASHING TO REMAIN
ICE AND SNOW GUARD
ASPHALT SHINGLES
PLYWOOD SHEATHING
DOOR FRAME
SHIM AS REQUIRED
SEALANT AND BACKER 
ROD EACH SIDE
EXISTING WALL CONSTRUCTION
DOOR TRIM AND 
MOULDING
PVC TRIM
PT BLOCKING
EXISTING WALL CONSTRUCTION
DOOR TRIM 
DOOR FRAME
SHIM AS REQUIRED
SEALANT AND BACKER 
ROD EACH SIDE
WALL ANCHOR TYP,
PT BLOCKING
PVC TRIM
5 3/4"
5 3/4"
  1 "
ALUMINUM THRESHOLD
HM FRAME BEYOND
HOLLOW 
METAL DOOR
VINYL SWEEP
VINYL FOOT SEAL (OR 
THRESHOLD SET IN SEALANT)
SHIM AS REQUIRED
SEALANT AND BACKER 
ROD EACH SIDE
WALL CONSTRUCTION
PVC TRIM
PVC TRIM
PT BLOCKING
LOUVER
PT BLOCKING
WALL ANCHOR TYP,
SEALANT AND BACKER 
ROD EACH SIDE
1x6 PVC TRIM
PVC TRIM
LOUVER
PT BLOCKING
REVISIONS
APP'D
DATE
NO
3
2
1
4
DESIGNED:
CAD COORD:
CAD:
CHECKED:
DATE:
APPROVED:
DATE:
PROJECT NO:
DRAWING
5
SUBMISSION:
J:\ENG\CT\Waterford\21490-OldNorwichRdPSUpgrades\_Drawings\ARC\Revit\21490-AM-OldNorwichRoadPS.rvt
6/30/2023 12:23:39 PM
A-4
D.HARAZIM
C.MICHAUD
CONTRACT DRAWINGS
JUNE 2023
E.LAGNER
21490
D.HARAZIM
JUNE 2023
H.DOHERTY
OLD NORWICH ROAD PUMP STATION
SCHEDULES AND DETAILS
OLD NORWICH ROAD
SEWER PUMP STATION UPGRADE
WATERFORD UTILITY COMMISSION
169 MAIN STREET, 700 PLAZA MIDDLESEX, MIDDLETOWN, CT 06457
860.343.8297    |    www.wright-pierce.com
 -  NON APPLICABLE
DOOR AND FRAME SCHEDULE
 X  APPLICABLE
DOOR
TYPE
MATERIAL
RATING
FRAME
HARDWARE
SET
REMARKS
NO
W
H
THK
GLASS
HEAD
JAMB
SILL
101
3' - 2"
7' - 0"
1 3/4"
-
F
HM
-
D/A-4
G/A-4
A/A-4
1
6 PANEL DOOR
102
5' - 4"
7' - 0"
1 3/4"
-
DF
HM
-
E/B-4
H/A-4
A/A-4
3
6 PANEL DOORS
ROOM FINISH SCHEDULE
RM NO
ROOM NAME
FLOOR
MATL
FLOOR
FINISHES
BASE
MATL
WALLS
CEILING
REMARKS
NORTH
SOUTH
EAST
WEST
MATL
FIN.
MATL.
FIN.
MATL.
FIN.
MATL.
FIN.
MATL.
FIN.
01
MOTOR ROOM
CONC*
-
VB
CONC*
P*
CONC*
P*
CONC*
P*
CONC*
P*
CONC*
P*
SEE NOTE 3
001
PUMP ROOM
CONC*
-
VB
CONC*
P*
CONC*
P*
CONC*
P*
CONC*
P*
CONC*
P*
SEE NOTE 3
101
FAN ROOM
CONC*
EPOXY
-
CONC*
P
CONC*
P
CONC*
P
CONC*
P
CONC*
P
102
CONTROL ROOM
CONC*
EPOXY
VB
CONC*
P
CONC*
P
CONC*
P
CONC*/GWB*
P
CONC*
P
103
BATHROOM
CONC*
EPOXY
VB
GWB*
P
GWB*
P
GWB*
P
GWB*
P
CONC*
P
104
CLOSET
CONC*
EPOXY
VB
GWB*
P
GWB*
P
GWB*
P
GWB*
P
CONC*
P
201
ATTIC
CONC*
P*
-
GWB*
P*
GWB*
P*
GWB*
P*
GWB*
P*
GWB*
P*
202
STORAGE
CONC*
P*
-
GWB*
P*
GWB*
P*
GWB*
P*
GWB*
P*
GWB*
P*
SCALE:  3" = 1'-0"
HEAD DETAIL
D
SCALE:  3" = 1'-0"
JAMB DETAIL
G
SCALE:  1 1/2" = 1'-0"
EAVE DETAIL
J
SCALE:  1 1/2" = 1'-0"
ROOF TO DORMER WALL
DETAIL
C
SCALE:  3" = 1'-0"
HEAD DETAIL
E
SCALE:  3" = 1'-0"
JAMB DETAIL
H
SCALE:  3" = 1'-0"
DOOR SILL DETAIL
A
SCALE:  3" = 1'-0"
HEAD DETAIL
B
SCALE:  3" = 1'-0"
JAMB DETAIL
F
GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING OPENINGS
DOOR NOTES:
06/29/2023

PROCESS DEMOLITION NOTES:
1.
REFER TO INDIVIDUAL DRAWINGS FOR SPECIFIC DEMOLITION NOTES.
2.
                                        INDICATES EXISTING PIPING/EQUIPMENT TO REMAIN FOR RE-USE.
                                        INDICATES EXISTING PIPING/EQUIPMENT TO BE DEMOLISHED.
                                        INDICATES EXISTING PIPING/EQUIPMENT TO BE RELOCATED.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLISHED PIPING, EQUIPMENT AND
MATERIALS. THE OWNER RESERVES THE RIGHT TO RETAIN PIPING, EQUIPMENT AND/OR MATERIALS ON SITE FOR THEIR USE AS
SPECIFIED IN SPECIFICATION SECTION 02050. SUCH MATERIAL TO BE RETAINED SHALL BE PLACED IN AN ON-SITE STORAGE AREA,
REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO THE OWNER AND ENGINEER. RETAINED EQUIPMENT SHALL BE REMOVED IN
SUCH A WAY AS NECESSARY TO MAINTAIN ITS FUNCTIONAL AND PHYSICAL INTEGRITY.
4.
THE CONTRACTOR SHALL KEEP A RECORD OF DEMOLITION AND LOCATION OF UTILITIES FOUND AS PART OF THE PROJECT RECORD
DOCUMENTS, AS SPECIFIED IN SPECIFICATION SECTION 01720.
5.
REFER TO THE DEMOLITION SPECIFICATION SECTION 02050A AND SUMMARY OF WORK SPECIFICATION SECTION 01010 FOR
ADDITIONAL INFORMATION REGARDING DEMOLITION REQUIREMENTS AND CONSTRUCTION SEQUENCING.
6.
REFER TO EXISTING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING EXISTING UTILITIES. THE SIZES, LOCATIONS, AND
MATERIALS OF CONSTRUCTION INDICATED ARE FROM THE BEST AVAILABLE INFORMATION AND MAY NOT BE COMPLETE OR
ACCURATE. ALL SIZES, LOCATIONS, AND MATERIALS OF CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD AS
REQUIRED. ALL EXISTING UTILITIES THAT ARE TO REMAIN, AND ARE DAMAGED BY THE CONTRACTORS ACTIVITIES, SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
7.
SEVERING THE EXISTING UTILITIES FOR ABANDONMENT, OR REMOVAL OF A SEGMENT FROM SERVICE, SHALL BE PERFORMED IN
SUCH A MANNER AS TO ALLOW THE REMAINING ACTIVE SEGMENT TO CONTINUE IN ITS INTENDED SERVICE. CAP ACTIVE
SEGMENTS WITH APPROPRIATE FITTING, JOINT RESTRAINT, ETC. TO ENSURE THEIR INTEGRITY. THE METHOD OF CAPPING SHALL BE
REVIEWED WITH, AND ACCEPTABLE TO, THE ENGINEER.
8.
ALL PIPING, EQUIPMENT AND MATERIALS TO BE DEMOLISHED AND/OR REMOVED FROM SERVICE MUST BE COORDINATED WITH
THE OWNER AND ENGINEER BEFOREHAND.
9.
THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO ENSURE THAT ALL FLOWS, FLOW METERING AND LEVEL CONTROLS ARE
MAINTAINED DURING CONSTRUCTION. GRAVITY, PUMPED BYPASSES OR OTHER MEANS OF FLOW MAINTENANCE SHALL BE
REVIEWED WITH, AND ACCEPTABLE TO, THE ENGINEER. THE CONTRACTOR SHALL COORDINATE ANY TEMPORARY STOPPAGES WITH
THE OWNER AND ENGINEER. CONTRACTOR SHALL VERIFY WITH OWNER/ENGINEER ALL VALVES, GATES, EQUIPMENT, ETC., ARE
FUNCTIONAL PRIOR TO ASSUMING UTILIZATION FOR FLOW ISOLATION.
10. WHERE PIPING OR CONDUIT THAT IS TO BE REMOVED PASSES THROUGH THE WALL OF THE STRUCTURE, IT SHALL BE CUT OFF AS
NEAR TO THE WALL AS PRACTICAL AND PROPERLY SEALED ON EACH SIDE OF THE WALL, OR AS SHOWN ON THE DRAWINGS. SEAL
METHOD SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER.
11. ALL WALL AND/OR FLOOR PENETRATIONS REMAINING AFTER THE REMOVAL OF PIPING OR CONDUIT ARE TO BE PATCHED AND
FINISHED FLUSH TO MATCH EXISTING SURFACES.
12. REMOVE ALL PUMP AND EQUIPMENT PADS NOT BEING RE-USED AND FINISH FLUSH TO FLOOR LEVEL.
13. REMOVE ALL WALL BRACKETS, PIPE HANGERS AND PIPE SUPPORTS NOT BEING RE-USED. PATCH BOLT HOLES TO MATCH THE
EXISTING SURFACE.
14. ALL WALL AND FLOOR SURFACES DAMAGED OR DISTURBED AS A RESULT OF DEMOLITION BY THE CONTRACTOR OR ITS
SUB-CONTRACTORS, SHALL BE PATCHED AND PAINTED PER SPECIFICATION SECTION 09900.
15. WHERE PIPING AND/OR EQUIPMENT THAT IS NOTED AS ABANDONED INTERFERES WITH THE CONTRACTOR'S CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL REMOVE AND DISPOSE OF AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER.
16. ALL ANCHOR BOLTS TO BE REMOVED SHALL BE CUT/MELTED TO A MINIMUM OF 3/4-INCH BELOW EXISTING CONCRETE OR
MASONRY SURFACES AND PATCHED/FILLED FLUSH TO SURFACE WITH NON-SHRINK GROUT.
1.
ALL EQUIPMENT AND PIPING LAYOUT DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH EQUIPMENT SUPPLIED, AND/OR EXISTING
CONDITIONS. SOME INFORMATION ASSOCIATED WITH EXISTING STRUCTURES, PIPING AND EQUIPMENT LOCATIONS, ELEVATIONS AND SIZES, WERE
TAKEN FROM:
- AS BUILT DRAWINGS FOR THE TOWN OF WATERFORD, SEWAGE WORKS CONSTRUCTION PROGRAM, CONTRACT NO. 7, OLD NORWICH ROAD
  PUMPING STATION, DATED JANUARY 1977 BY HAYDEN & HARDING
- CONTRACT DRAWINGS FOR THE TOWN OF WATERFORD, OLD NORWICH ROAD PUMP STATION - GENERATOR REPLACEMENT, CONTRACT NO. 7A,
  DATED MARCH 2007 BY WRIGHT PIERCE
- CONTRACT DRAWINGS FOR THE TOWN OF WATERFORD, OLD NORWICH ROAD, EVERGREEN AVENUE & BLUE HILLS PUMP STATIONS HVAC 
  IMPROVEMENTS, BID NO. 19-111, DATED JULY 2019 BY WRIGHT PIERCE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES, EQUIPMENT OR
PIPING THAT MAY BE AFFECTED. IN SOME SPECIFIC INSTANCES, WHERE SPECIAL ATTENTION MAY BE REQUIRED BY THE CONTRACTOR, SOME
DIMENSIONS, ELEVATIONS, ETC. HAVE BEEN NOTED WITH AN " * ". THIS DOES NOT HOWEVER, LIMIT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
AND COORDINATE ALL NECESSARY INFORMATION FOR CONSTRUCTION.
2.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DIMENSIONS, LAYOUT OR ELEVATION CHANGES REQUIRED TO SUIT THE
SPECIFIC EQUIPMENT BEING PROVIDED UNDER THIS CONTRACT. WHEN SUCH EQUIPMENT REQUIRES PADS, PIERS, CURBING, ETC., THAT DIFFERS FROM
THAT SHOWN ON THE CONSTRUCTION DRAWINGS, THE CONTRACTOR SHALL COORDINATE THE STEEL REINFORCING SHOP DRAWINGS ACCORDINGLY.
3.
PROVIDE CAST OR DUCTILE IRON WALL CASTINGS, OR GALVANIZED STEEL PIPE SLEEVES, FOR ALL PIPE PENETRATIONS MADE THROUGH CONCRETE
FOUNDATIONS, WALLS AND SLABS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WALL SLEEVES AND WALL CASTINGS SHALL HAVE
SEALING/ANCHORING COLLARS. SEE PROCESS, MECHANICAL, PLUMBING AND STRUCTURAL DRAWINGS FOR LOCATIONS OF PENETRATIONS. NEW
PENETRATIONS THROUGH EXISTING STRUCTURE WALLS SHALL BE BY CORING MACHINE AND LINK TYPE COMPRESSION SEALS, UNLESS OTHERWISE
INDICATED. OPENINGS TO BE COMPATIBLE WITH REQUIRED PIPING AND STANDARD LINK SEAL SIZES. FOR ADDITIONAL INFORMATION, REFER TO
SPECIFICATION SECTION 15092.
4.
FOR PIPING MATERIAL, SEE THE PIPE SCHEDULE IN SPECIFICATION SECTION 15050.
5.
WHERE 90-DEGREE BENDS ARE USED SEWAGE LINES, THEY SHALL BE LONG RADIUS TYPE, EXCEPT WHERE DIMENSIONAL CONSTRAINTS NECESSITATE
THE USE OF STANDARD BENDS. THESE EXCEPTIONS SHALL BE SUBJECT TO ENGINEER'S REVIEW AND ACCEPTANCE.
6.
ALL LIQUID TYPE FLOW ELEMENTS SHALL BE LOCATED A MINIMUM OF TEN PIPE DIAMETERS DOWNSTREAM AND FIVE DIAMETERS UPSTREAM OF ANY
HYDRAULIC DISTURBANCE, EXCEPT IN SITUATIONS WHERE DIMENSIONAL CONSTRAINTS PRECLUDE THESE SEPARATION DISTANCES. IN THESE CASES,
THE ENGINEER WILL REVIEW THE LAYOUT AND PROVIDE REVISED MINIMUM SEPARATION DISTANCES.
7.
ALL BLIND FLANGES ON SEWAGE LINES SHALL HAVE A 1-1/2-INCH BALL VALVE AND AN ATTACHMENT FOR FLUSHING WITH PLANT WATER, UNLESS
OTHERWISE NOTED. SOME SEWAGE LINES SHALL BE HARD PIPED WITH PLANT WATER FOR FLUSHING, WHERE INDICATED ON THE DRAWINGS.
8.
PROVIDE DRIP PANS, WITH CENTRAL COLLECTION POINT AND DRAIN TO FLOOR, FOR ELECTRICAL AND INSTRUMENTATION EQUIPMENT LOCATED
BENEATH LIQUID CARRYING PIPES.
9.
ALL PROCESS WATER HOSE BIBBS SHALL BE PROVIDED WITH A HOSE RACK AND HOSE, ALONG WITH A SIGN INDICATING "NOT SUITABLE FOR
DRINKING". FOR ADDITIONAL HOSE BIBB AND HOSE RACK INFORMATION, SEE SPECIFICATION SECTION15200 AND DRAWINGS.
10.
INSTALL CORPORATION COCKS ON ALL BUILDING AND STRUCTURE INTERIOR PIPING HIGH POINTS TO PREVENT AIR BINDING. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING EXACT NUMBER AND LOCATIONS OF THESE CORPORATION COCKS BASED UPON INFORMATION DEPICTED ON
DRAWINGS AND ACTUAL FIELD ROUTING OF PIPING. REVIEW LOCATIONS WITH ENGINEER BEFORE INSTALLATION. THESE MANUAL AIR RELEASES SHALL
INCLUDE A 1/2-INCH BRASS CORPORATION COCK WITH 1/2-INCH COPPER TUBING ADEQUATELY SUPPORTED, EXTENDING TO A LOCAL AREA DRAIN.
ROUTING OF TUBING AND SELECTED DRAIN TO BE REVIEWED WITH, AND ACCEPTED BY, ENGINEER.
11.
PIPES 3-INCH IN DIAMETER AND UNDER SHALL HAVE UNIONS INSTALLED ADJACENT TO EQUIPMENT AND TANKS, UNLESS OTHERWISE NOTED ON
DRAWINGS. FLANGES ARE ACCEPTABLE ON 3-INCH DIAMETER PIPING.
12.
ALL PIPES SHALL BE ADEQUATELY RESTRAINED AND SUPPORTED IN ACCORDANCE WITH SPECIFICATION SECTION 15094.
13.
AFTER INSTALLATION, ALL PIPELINES SHALL BE PRESSURE TESTED FOR TIGHTNESS IN ACCORDANCE WITH SPECIFICATION SECTIONS 15050. ALL LEAKS
SHALL BE CORRECTED AND RETESTED UNTIL PRESSURE TEST IS SATISFACTORILY COMPLETED.
14.
ALL PIPING SHALL BE CLEANED, TO THE SATISFACTION OF THE ENGINEER, BEFORE TESTING.
15.
PROVIDE 4-INCH HIGH (MIN.) REINFORCED CONCRETE PAD UNDER ALL EQUIPMENT, CONTROL PANELS, PIPE AND EQUIPMENT SUPPORTS, TANKS, ETC.
UNLESS OTHERWISE INDICATED.
16.
REFER TO THIS DRAWING FOR A LISTING OF COMMONLY USED ABBREVIATIONS.
17.
ALL PLANT WATER PIPING IS TO BE INSULATED AND PROVIDED WITH A PVC JACKET, IN ADDITION TO OTHER PIPING INSULATION CALLED FOR IN
SPECIFICATION SECTION 15180.
18.
ALL REDUCERS SHALL BE CONCENTRIC TYPE UNLESS DESIGNATED AS ECCENTRIC (ECC) ON THE DRAWINGS. ECCENTRIC REDUCERS SHALL BE INSTALLED
WITH FLAT SIDE UP.
19.
ALL PENETRATIONS BETWEEN CLASS 1, DIVISION 1 AREAS AND UNCLASSIFIED AREAS SHALL BE GAS TIGHT.
20.
WHERE NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING, THE CONTRACTOR SHALL FURNISH, AND INSTALL ADAPTERS, FITTINGS AND
ADDITIONAL PIPE AS REQUIRED TO COMPLETE THE INSTALLATION. THE USE OF UNI-FLANGES WILL NOT BE ALLOWED UNLESS INDICATED ON THE
DRAWINGS.
21.
ALL STAINLESS STEEL FASTENERS FOR PIPING, EQUIPMENT, SUPPORTS, ETC., SHALL BE HAND TIGHTENED IN ORDER TO LIMIT THE POTENTIAL FOR
GALLING.
22.
C