0124-0165 - 07 Utility - AWC.pdf
PDF 6 MB Posted
- Solicitation number
- 0124-0165
- Issued by
- Connecticut
About this file
Water Main Relocation Project Summary
This file consists of utility contract plans prepared by Luchs Consulting Engineers for the Connecticut Department of Transportation (CTDOT) in coordination with Aquarion Water Company for Spot Improvements on River Street (Route 313) in the Town of Seymour, Connecticut. The project involves the relocation and installation of an 8-inch ductile iron pipe (DIP) water main with insulation and HDPE jacket, including associated infrastructure components such as gate valves, air relief valves, blow-off boxes, and valve boxes. The work includes installation of water main on the bridge structure itself, support systems, water main extensions north and south on River Street, and connections to existing infrastructure. The project requires filling, chlorinating, and pressure testing the new water main, as well as the removal and abandonment of existing valve boxes and blow-off boxes. The contractor is responsible for furnishing all water main appurtenances, bends, joint restraints, accessories, and related hardware required for project installation, with line stops, insertion valves, and tapping sleeves to be furnished and installed by Farrelly Co. with contractor assistance. The sequence of construction includes performing special test pits, installing the water main support system on the bridge, installing water main on the bridge, installing water main north and south of the bridge on River Street, and completing final filling, chlorination, and pressure testing.
The contract plans include detailed standard details for water main installation, thrust blocks, pipe restraints, crossings with sanitary sewers, service line connections, and pavement repair specifications for both temporary and permanent repairs on state roads and town roads. All new water main installation is required to comply with the Connecticut Department of Transportation Standard Specifications for Roads, Bridges, Facilities and Incidental Construction (Form 818 or 819), with specifications for materials including Class 53 TR-FLEX DIP pipe with mechanical joint restraints, galvanized hardware meeting ASTM standards, and concrete thrust blocks designed for 2,500 PSI concrete with 2,000 PSI soil bearing pressure and 150 PSI water pressure. Pavement repairs must include processed aggregate base and hot mix asphalt placed in specified lifts, with final surfaces matching existing conditions. The project drawings, last saved on July 6, 2026, reflect preliminary design status and were prepared by Rhsuser20 and ParisiA under review by design checker RJN.
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WATER MAIN STANDARD DETAILSAWC-10
WATER MAIN STANDARD DETAILSAWC-09
WATER MAIN STANDARD DETAILSAWC-08
WATER MAIN STANDARD DETAILSAWC-07
TYPICAL BRIDGE SECTION AND DETAILSAWC-06
FRAMING PLANAWC-05
WATER MAIN - GENERAL PLAN AND ELEVATIONAWC-04
WATER MAIN RELOCATION PLANAWC-03
WATER MAIN RELOCATION TITLE SHEETAWC-02
INDEX OF DRAWINGSAWC-01
DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER
INDEX OF DRAWINGS
07 UTILITY - AWC
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
2/9/2026
BLOCK:
SIGNATURE/
DRAWING TITLE: INDEX OF DRAWINGS
AWC-01
TOWN(S):
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-01 INDEX OF DRAWINGS.dgn FILE NAME: Tyler LAST SAVED BY:
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DESIGNED BY:
MERIDEN, CT 06451
89 COLONY STREET
LUCHS CONSULTING ENGINEERS, LLC
Luchs
CONSULTING ENGINEERS
C
ONNECTICU
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D E
P A
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M E
N T
O F TRAN
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P O
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A T I
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STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
07.01
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
8/26/2024
C
ONNECTICU
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D E
P A
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M E
N T
O F TRAN
S
P O
R T
A T I
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STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN RELOCATION TITLE SHEET
AWC-02
TOWN(S):
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-02 Title Sheet.dgn FILE NAME: Tyler LASTED SAVED BY:
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SEYMOUR, CONNECTICUT
RIVER STREET (ROUTE 313)
SPOT IMPROVEMENTS ON
FOR
WATER MAIN RELOCATION
WILL FURNISH ANY ADDITIONAL RISERS REQUIRED FOR THIS PURPOSE.
FINAL GRADE BY THE STATE OR MUNICIPAL CONTRACTOR. THE STATE OR MUNICIPAL CONTRACTOR
7. NEWLY INSTALLED WATER GATE AND BLOW OFF BOXES SHALL BE MAINTAINED AND AND SET TO
VALVES SHALL BE REPLACED BY AQUARION.
AQUARION TO VERIFY OPERATION AND LISTENED ON TO IDENTIFY LEAKAGE. UNSATISFACTORY
6. EXISTING VALVES TO REMAIN AND TO BE USED FOR TYING IN NEW MAIN SHALL BE WORKED BY
AND SHALL HAVE CONCRETE THRUST BLOCKS.
ENDS SHALL BE RESTRAINED FOR THE MINIMUM LENGTH REQUIRED BY THE SPECIAL PROVISIONS
GASKETS OR MEGA-LUG BELL HARNESSES. ALL PIPE BENDS AND ACTIVE WATER MAIN DEAD
5. ALL NON-TR FLEX PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED BY EITHER FIELD LOCK
TO ANY CONSTRUCTION.
INTENDED TO BE USED FOR CONSTRUCTION. FIELD CONDITIONS MUST BE VERIFIED PRIOR
4. THE SURVEY DATA SHOWN ON THESE PLANS IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT
ANY ADDITIONAL RISERS REQUIRED FOR THIS PURPOSE.
INCLUDING SETTING THE BOXES TO FINAL GRADE. THE CONTRACTOR SHALL FURNISH
BOXES TO GRADE AS NECESSARY DURING THE VARIOUS STAGES OF CONSTRUCTION,
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO RAISE WATER GATE AND BLOW OFF
BY THE FARRELLY CO. WITH ASSISTANCE FROM THE CONTRACTOR.
2. ALL LINE STOPS, INSERTION VALVES AND TAPPING SLEEVES TO BE FURNISHED AND INSTALLED
RELATED HARDWARE REQUIRED FOR INSTALLATION OF THIS PROJECT.
JOINT RESTRAINTS WITH ACCESSORIES, WATER MAIN SYSTEM, AIR RELIEF VALVES AND OTHER
1. THE CONTRACTOR SHALL FURNISH ALL WATER MAIN AND APPURTENANCES, BENDS,
6. FILL, CHLORINATE, AND PRESSURE TEST NEW WATER MAIN.
WATER MAIN ENDS.
5. INSTALL WATER MAIN FROM BRIDGE SOUTH ON RIVER STREET TO WHERE THE EXISTING
BLOWOFF FROM AQUARION PORTION OF PROJECT.
4. INSTALL WATER MAIN FROM BRIDGE NORTH ON RIVER STREET AND TIE INTO EXISTING
3. INSTALL WATER MAIN ON BRIDGE.
2. INSTALL WATER MAIN SUPPORT SYSTEM ON BRIDGE.
1. PERFORM SPECIAL TEST PITS.
SEQUENCE OF CONSTRUCTIONGENERAL NOTES
LOCATION MAP
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MINIMUM OF 3 - 8" FIELD LOCK
RESTRAIN NEW 8" DIP WITH
8" GATE VALVE (OTL)
WITH 8" PLUG
2" AIR RELIEF VALVE
PROJECT 0124-172)
(PREVIOUSLY INSTALLED UNDER
FROM 2" AIR RELIEF VALVE
REMOVE 8" TEMPORARY PLUG
MEGALUGS (VERTICAL)
8" - 45° BEND WITH TANDEM
NEW 8" DIP WATER MAIN
WITH HDPE JACKET
TR-FLEX CLASS 53 DIP
NEW 8" INSULATED
NEW 8" DIP WATER MAIN
SEWER (BY OTHERS)
RELOCATED 24' SANITARY
8" 11 1/4° BEND
0124-172
WATER MAIN UNDER PROJECT
PREVIOUSLY INSTALLED 8" DIP
8" 11 1/4° BEND
N A
U G
A T U
C K R
IV
E R
8" 11 1/4° BEND
PRIOR TO IT'S RELOCATION
AVOID 24" CONCRETE SEWER
SPECIAL TEST PIT
(AS NEEDED)
8" SOLID SLEEVE
(AS NEEDED)
8" SOLID SLEEVE
(VERTICAL) WITH INSULATION KIT
8" - 45° TR-FLEX DI BEND
MEGALUGS (VERTICAL)
8" - 45° BEND WITH TANDEM
(VERTICAL) WITH INSULATION KIT
8" - 45° TR-FLEX DI BEND
8" 45° BEND
8" 45° BEND
8" 45° BEND
8" 45° BEND
2" AIR RELIEF VALVE
C O
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D
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A T
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W-5
PROJECT NUMBER: 0124-0165 DRAWING NO.
SHEET NO.
7/6/2026
C
ONNECTICU
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D E
P A
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M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN RELOCATION PLAN
AWC-03
TOWN(S): SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-03 PLN.dgn FILE NAME: ParisiA LASTED SAVED BY:
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CONSULTING ENGINEERS
AQUARION
NOTES:
IRON PIPE (WATER MAIN).
SEPARATELY, BUT SHALL BE INCLUDED IN THE COST FOR ITEM 1301082A - 8" DUCTILE
BOXES TO BE ABANDONED AND REMOVED. THIS WORK WILL NOT BE MEASURED
2. EXISTING VALVE BOXES, EXISTING BLOWOFF BOXES, AND ANY EXISTING CURB VALVE
CONTRACTOR IN COORDINATION WITH STATE PROJECT NO. 124-172.
TO BE INSTALLED AND COMPLETELY TESTED ON RIVER STREET (ROUTE 313) BY THE
STATE PROJECT NO. 124-165. PRIOR TO THE START OF THIS WORK, 8" DIP WATER MAIN
1. NEW 8" DIP WATER MAIN TO BE INSTALLED AS PART OF BRIDGE CONSTRUCTION FOR
LOWER 45° BEND)
(LOWER 45° BEND TO
8" DIP INSTALLED ON BRIDGE
LIMITS OF ITEM 1301652A -
20'
W G
HH
H H
W G
W A
T E
R M
A
IN
N A
U G
A T U
C K R
IV
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LITTLE BROOK
A P P R O
X H
IG
H W
A Y L
IN
E
1" = 20'
HORIZONTAL SCALE
20' 40'
P R E
LI
M
IN
A R Y R
O W M
A P -1 S
H E E T O
F
07.03
CONC CURB
CONC WALK
WINGWALL
CONC WALK
WINGWALL
WINGWALL
W
IN
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A L
L
S
N
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S
H L
IT
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C
L
P
C
L
PT
O
P .6
S
8" WATER MAIN
2" GAS MAIN SERVICE
100+00 101+00
40+00 41+00
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
2/14/2024
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN- GENERAL PLAN & ELEVATION
TOWN(S):
DESIGNER/DRAFTER: CHECKED BY:
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON BANK STREET (ROUTE 67) AND RIVER STREET (ROUTE 313)
PLOTTED DATE:
Z:\Projects\R026 Misc. Jobs\R026-234_Luchs_Aquarion_Seymour Water Main\CAD\Water Main General Plan.dgn FILE NAME: Rhsuser20 LASTED SAVED BY:
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AQUARIONLuchs
CONSULTING ENGINEERS
- ASTM A362
ANGLES L6X6X
WT8X44.5 - ASTM A9927.
WATER COMPANY AND GALVANIZED.
RECOMMENDATION OR AS APPROVED BY THE AQUARION
THREADED RODS SHALL BE PER MANUFACTURER6.
UNTIL THE TOTAL STRUCTURE IS COMPLETE.
TO ENSURE THE STABILITY OF ALL STRUCTURAL ELEMENTS
THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTIONS.5
GALVANIZED IN ACCORDANCE WITH ASTM A153.
ALL H.S. A325 BOLTS, WASHER AND NUT MUST BE HOT-DIP 4.
RECOMMENDATION.FOLLOW MANUFACTURER
USE KELKEN EPOXY GROUT OR APPROVED EQUAL. 3.
WITH ASTM A153.
ALL HARDWARE MUST BE HOT-DIP GALVANIZED IN ACCORDANCE
OR BETTER WITH A563 HEX NUT GRADE A AND F436 WASHER.
THREADED ANCHOR BOLTS SHALL CONFORM TO F1554, GRADE 552.
WITH ASTM A153.
ALL HARDWARE MUST BE HOT-DIP GALVANIZED IN ACCORDANCE
SHALL CONFORM TO ANVIL MANUFACTURER OR APPROVED EQUAL.
WATER MAIN PIPE ROLLER & THREADED RODS, NUTS & WASHERS1.
GENERAL NOTES
TOP OF SIDEWALK
EXISTING GRADE
WINGWALL 1A
CHEEKWALL
WATER MAIN
DUCTILE IRON INSULATED
PROPOSED 8" DIA.
EL. 82.01'
LOW CHORD
DUCTILE IRON WATER MAIN
PROPOSED 8" DIA. INSULATED
RECONSTRUCTION
LIMIT OF BRIDGE DECK
L ROUTE 313C
L BRIDGE RECONSTRUCTIONB
SUPPORT (TYP.)
WATER MAIN
DIAPHRAGM
L OF INTERMEDIATEC
SUPPORT SPACING
WATER MAIN
SCALE: 1"=10'
GENERAL PLAN
SPAN LENGTH
"8
51'-4
ABUTMENT 1
L OF BEARINGC C
ABUTMENT 2
L OF BEARING
SCALE: 1"=10'
UPSTREAM ELEVATION
SPAN LENGTH
"8
51'-4
4'-8" +/- 8'-3" 8'-3" 4'-6" 4'-6" 8'-3" 8'-3" 4'-8" +/-
SCALE: 1"=10'
GENERAL PLAN
WINGWALL 2A
LITTLE RIVER
OF CHANNEL
APPROX BOTTOM
EL. 82.91'
LOW CHORD
07.04
AWC-04
SHEET NO.
1/15/2026
BLOCK:
SIGNATURE/
DRAWING TITLE: FRAMING PLAN
TOWN(S):
DESIGNER/DRAFTER: CHECKED BY:
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON BANK STREET (ROUTE 67) AND RIVER STREET (ROUTE 313)
PLOTTED DATE:
Z:\Projects\R026 Misc. Jobs\R026-234_Luchs_Aquarion_Seymour Water Main\CAD\Water Main General Plan.dgn FILE NAME: Rhsuser20 LASTED SAVED BY:
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DUCTILE IRON WATER MAIN
PROPOSED 8" DIA. INSULATED
L ROUTE 313C
L BRIDGE RECONSTRUCTIONB
C
FASCIA LINE
SUPPORT (TYP.)
WATER MAIN
OTHER UTILITIES SUPPORTED UNDER THE BRIDGE NOT SHOWN FOR CLARITY.
NOTE:
SEWER MAIN
RELOCATED 24" DIA.
ABUTMENT 1
L OF BEARING C
C
ABUTMENT 2
L OF BEARING
"=1'4
SCALE:
FRAMING PLAN
4'-8" +/- 4'-6"
BOTTOM OF CONCRETE BEAM
12" LONG (TYP.)
WT8X44.5
BOTTOM OF DECK
DUCTILE IRON WATER MAIN
PROPOSED 8" DIA. INSULATED
(2) L6X6X
ROD GALVANIZED (TYP.)
1" DIA. THREADED
ROD GALVANIZED (TYP.)
1" DIA. THREADED
NUT & WASHER (TYP.)
GALVANIZED
(2) L6X6X
WATER MAIN
INSULATED DUCTILE IRON
L PROPOSED 8" DIA. C
WASHER & NUT (TYP.)
H.S. A325 BOLTS WITH
" DIA. GALVANIZED4
L L6X6XC
NUT & WASHER (TYP.)
GALVANIZED
WASHER & NUT (TYP.)
H.S. A325 BOLTS WITH
" DIA. GALVANIZED4
12" LONG (TYP.)
WT8X44.5
8" MIN. EMBEDMENT (TYP.)
ANCHOR BOLT WITH
" DIA. GALVANIZED2
DRILL & BOND WITH
APPROVED EQUAL
BY ANVIL INTERNATIONAL OR
WATER MAIN ROLLER SUPPORT
"=1'2
SCALE: 1
WATER MAIN SUPPORT DETAIL
"=1'2
SCALE: 1
WATER MAIN SUPPORT
TYPICAL SECTION
CONCRETE BEAM
FACE OF PROPOSED
APPROVED EQUAL
BY ANVIL INTERNATIONAL OR
WATER MAIN ROLLER SUPPORT
WATER MAIN SUPPORT SPACING
8'-3" 4'-8" +/-8'-3" 8'-3" 8'-3"
"8
51'-4
4'-6"
L OF BEAM #1B
CL OF BEAM #1A
CONCRETE BEAM
FACE OF EXISTING
"2
"4
2 "
8" MIN. EMBEDMENT (TYP.)
ANCHOR BOLT WITH
" DIA. GALVANIZED4
DRILL & BOND WITH
07.05
AWC-05
SHEET NO.
1/15/2026
BLOCK:
SIGNATURE/
DRAWING TITLE: TYPICAL BRIDGE SECTION & DETAILS
TOWN(S):
DESIGNER/DRAFTER: CHECKED BY:
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON BANK STREET (ROUTE 67) AND RIVER STREET (ROUTE 313)
PLOTTED DATE:
Z:\Projects\R026 Misc. Jobs\R026-234_Luchs_Aquarion_Seymour Water Main\CAD\Water Main General Plan.dgn FILE NAME: Rhsuser20 LASTED SAVED BY:
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IRON WATER MAIN
INSULATED DUCTILE
PROPOSED 8" DIA.
BEAM #1A BEAM #1B BEAM #2 BEAM #3 BEAM #4 BEAM #5 BEAM #6 BEAM #7
SEWER MAIN
RELOCATED 24" DIA.
DUCTILE IRON WATER MAIN
PROPOSED 8" DIA. INSULATED
APPROVED EQUAL
BY ANVIL INTERNATIONAL OR
WATER MAIN ROLLER SUPPORT
(TYP.)
REINFORCEMENT
EXISTING
ROD GALVANIZED (TYP.)
1" DIA. THREADED
CONCRETE OVERLAY
TOP OF BITUMINOUS
WITH 8" MIN. EMBEDMENT (TYP.)
GALVANIZED ANCHOR BOLT
" DIA. 4
BOND DRILL &
(2) L6X6X
IRON WATER MAIN
INSULATED DUCTILE
L PROPOSED 8" DIA. C
IN
C
O V
E R
T O
F
IN
IS
H
E D
G R
A D
E
T O
F
IN
IS
H
E D
G R
A D
E
IN
S
U L
A T
E
CONCRETE OVERLAY
TOP OF BITUMINOUS
BOTTOM OF CONCRETE BEAM
WITH LINK SEAL FRONT & BACK
" WALL THICKNESS)2
40 OR
STEEL SLEEVE (SCHEDULE
1'-6" DIA. GALVANIZED
DUCTILE IRON WATER MAIN
PROPOSED 8" DIA. INSULATED
BEAM #2
EXISTING
BEAM #1B
PROPOSED
CONCRETE BEAM
BOTTOM OF
REFER TO DRAWING NO. STR-12 FOR DIAPHRAGMS REINFORCEMENT DETAILS.2.
CONTRACTOR TO VERIFY O.D. PRIOR TO FABRICATION.1.
NOTE:
" WALL THICKNESS)2
40 OR
STEEL SLEEVE (SCHEDULE
1'-6" DIA. GALVANIZED
12" LONG (TYP.)
WT8X44.5
"=1'2
SCALE:
TYPICAL BRIDGE SECTION
"=1'4
SCALE:
WATER MAIN SUPPORT AT MID SPAN
"=1'4
SCALE:
WATER MAIN SUPPORT AT DIAPHRAGMS
"=1'1SCALE:
TYPICAL SECTION AT ABUTMENT
"4
3'-1 5'-6" +/- +/-5'-6" +/-6'-11" +/-6'-11" +/-6'-11" +/-5'-4" +/-5'-0" +/-3'-9"
"4
14'-1
1'-3" 5'-0"
D E
C K"
D E
C K"
ABUTMENT
BEAM #2
EXISTING
BEAM #1B
PROPOSED
D E
C K"
L ROUTE 313C
PRIOR TO FABRICATION)
(CONTRACTOR TO VERIFY O.D.
LINK SEAL FRONT & BACK
CONCRETE OVERLAY
TOP OF BITUMINOUS
CONCRETE OVERLAY
TOP OF BITUMINOUS
07.06
AWC-06
4'-6" MIN
VALVE BOX AND COVER
4'-6" MIN
VALVE BOX AND COVER
12"
4'x4'x8" CONCRETE PAD
(IN STAMFORD ONLY)
DUCTILE IRON HYDRANT
OF STONE
THRUST BLOCK REQ'D
COMPACTED BEDDING MATERIAL
6" MJ GATE VALVE
THRUST BLOCK
RESTRAINED MECHANICAL JOINT
CHECK DRAIN HOLES FOR
RESTRAINED MECHANICAL JOINT
(POSITIONED AS REQ'D)
BEDDING MATERIAL
NOTE: ONLY INSTALLED ON MAINS 12" AND LARGER
VALVE BOX AND COVER
FILTER FABRIC ON TOP
1 1/4" TO 1 3/4" STONE
WITH RESILIENT SEAT
(E.G. MEGA LUG)
(E.G. MEGA LUG)
PROPER DRAINAGE BEFORE
BACK FILLING
WOODEN
BLOCK
WOODEN
BLOCK
WOODEN
BLOCK
GRADE
SEE DETAIL "A"
DETAIL "A"
WOODEN
BLOCK
HYDRANT LATERAL
RESTRAINED MECHANICAL JOINT, SOLID SLEEVE
OR FLEXIBLE BOLTED RESTRAINING COUPLER
FOR REPLACEMENT OR EXTENSIONS TO EXISTING
LATERALS
NOTE: USE ONLY WHERE PIPE DIAMETER PERMITS
BEDDING MATERIAL
IN ROCK IN EARTH
6"
6" 4"
12"
TRENCH WIDTH
IN PAVEMENT
M
IN
SEE PAVEMENT
BASE OR ROLLED GRANULAR BASE
VERTICAL LIMIT OF PAYMENT
LINE IN ROCK (TOP OF ROCK)
NO ROCK SHALL BE CLOSER THAN
6" FROM OUTSIDE OF PIPE
VERTICAL LIMIT OF PAYMENT
LINE IN ROCK 6" BELOW PIPE
BEDDING MATERIAL
ADDITIONAL BACKFILL MATERIAL
8" 4'-0"
6" 4'-0"
12" 4'-0"
16" 4'-0"
20" 5'-0"
PIPE SIZE TRENCH WIDTH
TOP OF PIPE
TAPE (MIN. 2' FROM TOP OF PIPE)
MAGNETICALLY DETECTABLE WARNING
PAYMENT LINE
HORIZONTAL LIMIT OF
REPAIR DETAILS
ROCK, BEDDING MATERIAL &
24" 5'-0"
30" 6'-0"
36" 6'-0"
REFER TO THE STANDARD DETAILS
FOR TEMPORARY AND PERMANENT
PAVEMENT REPAIR
NOTE: IF TRENCH BOXES ARE USED
ADD 2' TO ALL TRENCH WIDTHS
WITH RECTANGULAR OPERATING NUT
STOP OR APPROVED EQUAL
MCDONALD NL BALL STYLE CURB
VALVE PART NO. E1998 L/C,
2" JAMES JONES BLOW OFF BALL
M.J. TAPPED TEE
4" BEDDING MATERIAL (2" TAP)
REQUIRED SIZE
15" SDR 35 CUT TO
GROUND LINE
FIELD CONDITIONS
BE DETERMINED BY
AT BOTH ENDS, LENGTH TO
2" BRASS NIPPLE THREADED
BEARING ON MAIN
TILE SUPPORT NOT
AS REQUIRED FOR
CONCRETE BLOCKS
TYPICAL DUCTILE IRON WATER MAIN
BELOW FINAL GRADE.
SHALL BE INSTALLED AT LEAST ONE FOOT
CONDITIONS. THE OPEN END OF STAND PIPE
NOTE: LENGTH TO BE DETERMINED PER FIELD
MIN.
12"
OPERATING NUT
WITH RECTANGULAR
APPROVED EQUAL
STYLE CURB STOP OR
L/C, MCDONALD NL BALL
BALL VALVE PART NO. E1998
2" JAMES JONES BLOW OFF
M.J. TAPPED TEE
(2" TAP)
REQUIRED SIZE
15" SDR 35 CUT TO
TO GRADE
BLOW OFF BOX INSTALLED
AQUARION STANDARD
GROUND LINE
FIELD CONDITIONS
BE DETERMINED BY
AT BOTH ENDS, LENGTH TO
2" BRASS NIPPLE THREADED
BEARING ON MAIN
TILE SUPPORT NOT
AS REQUIRED FOR
CONCRETE BLOCKS
TYPICAL DUCTILE
BELOW FINAL GRADE.
SHALL BE INSTALLED AT LEAST ONE FOOT
CONDITIONS. THE OPEN END OF STAND PIPE
NOTE: LENGTH TO BE DETERMINED PER FIELD
MIN.
12"
IRON WATER MAIN RESTRAINED PLUG
NOT TO SCALE
TYPICAL TRENCH DETAIL
12" MIN. PROCESSED AGGREGATE
2"x6" BRASS NIPPLE
BLOW OFF BOX COVER
TO GRADE
BLOW OFF BOX INSTALLED
AQUARION STANDARD
2"x6" BRASS NIPPLE
BLOW OFF BOX COVER
THOROUGHLY COMPACTED
FOR DIP: NO STONES LARGER THAN 4",
NO STONES WITHIN 4" OF PIPE,
LIMIT OF BEDDING MATERIAL
BEDDING MATERIAL
LIMIT OF BEDDING MATERIAL
TO REPLACE EXCAVATED ROCK
IN PAVEMENT
LIMIT OF ADDITIONAL BACKFILL MATERIAL TO
REPLACE EXCAVATED ROCK OR TO BACKFILL
(NO STONES LARGER THAN 12")
LIMIT OF ADDITIONAL
BACKFILL MATERIAL
ADDITIONAL BACKFILL
(O V
E R
D E
P
X
C A
V A
T
IO
N
LIMIT OF UNSUITABLE MATERIAL REMOVAL AND
REPLACEMENT WITH SUITABLE MATERIAL VARIES,
PAYMENT LINE
HORIZONTAL LIMIT OF
TO ORIGINAL CONDITION WITH:
IN DISTURBED GRASS AREAS, RESTORE*
2" TOPSOIL (MIN.) OR
SOD (LIVE SOD ON 4" TOPSOIL BED)
PIPE
O.D.
FOR TEMPORARY PAVEMENT,
HORIZONTAL PAYMENT LIMITS
(COMPACTED IN 12" LIFTS)
AS DIRECTED BY THE OWNERS REPRESENTATIVE
VERTICAL LIMIT OF PAYMENT LINE
IN EARTH 4" BELOW PIPE
NOTE: ONLY INSTALLED ON MAINS 8" AND SMALLER
2" ADAPTOR COUPLING
(6" IN ROCK)
4" BEDDING MATERIAL
2" ADAPTOR COUPLING
(6" IN ROCK)
REQUIRED
SWIVEL / ANCHOR TEE
(TO WHICH GATE VALVE
IS DIRECTLY MOUNTED)
STANDARD TEE OR
MATERIAL
FINISHED GRADE
4" IN EARTH
6" IN ROCK
DIP MAIN HDPE MAIN
TRACER WIRE ( HDPE MAINS ONLY)
GATE VALVE:
WITH MJ CONNECTIONS FOR DIP MAINS
OR WITH HDPE TO MECHANICAL JOINT
ADAPTER FOR HDPE MAINS
FINISHED GRADE
4" IN EARTH
6" IN ROCK
BUTTERFLY VALVE WITH MJ
CONNECTIONS FOR DIP MAINS
OPERATING NUT
WITH RECTANGULAR
APPROVED EQUAL
STYLE CURB STOP OR
L/C, McDONALD NL BALL
BALL VALVE PART No. E1998
2" JAMES JONES BLOW OFF
4" BEDDING MATERIAL
REQUIRED SIZE
15" SDR 35 CUT TO
GROUND LINE
FIELD CONDITIONS
BE DETERMINED BY
ENDS, LENGTH TO
THREADED AT BOTH
2" BRASS NIPPLE
BEARING ON MAIN
TILE SUPPORT NOT
AS REQUIRED FOR
CONCRETE BLOCKS
TYPICAL HDPE WATER MAIN
BELOW FINAL GRADE.
SHALL BE INSTALLED AT LEAST ONE FOOT
CONDITIONS. THE OPEN END OF STAND PIPE
NOTE: LENGTH TO BE DETERMINED PER FIELD
MIN.
12"TO GRADE
BLOW OFF BOX INSTALLED
AQUARION STANDARD
2"x6" BRASS NIPPLE
BLOW OFF BOX COVER
COUPLING
2" ADAPTOR
(6" IN ROCK)
2" TAPPING SADDLE
ELECTROFUSED
TRACER WIRE
NUT
WITH RECTANGULAR OPERATING
STOP OR APPROVED EQUAL
MCDONALD NL BALL STYLE CURB
VALVE PART NO. E1998 L/C,
2" JAMES JONES BLOW OFF BALL
4" BEDDING MATERIAL
REQUIRED SIZE
15" SDR 35 CUT TO
GROUND LINE
FIELD CONDITIONS
BE DETERMINED BY
AT BOTH ENDS, LENGTH TO
2" BRASS NIPPLE THREADED
BEARING ON MAIN
TILE SUPPORT NOT
AS REQUIRED FOR
CONCRETE BLOCKS
TYPICAL HDPE WATER MAIN
BELOW FINAL GRADE.
SHALL BE INSTALLED AT LEAST ONE FOOT
CONDITIONS. THE OPEN END OF STAND PIPE
NOTE: LENGTH TO BE DETERMINED PER FIELD
MIN.
12"TO GRADE
BLOW OFF BOX INSTALLED
AQUARION STANDARD
2"x6" BRASS NIPPLE
BLOW OFF BOX COVER
2" ADAPTOR COUPLING
(6" IN ROCK)
2" TAPPING SADDLE
ELECTROFUSED
TRACER WIRE
SOLID CAP
BUTT FUSED
AWC APPROVED
MECHANICAL JOINT
RESTRAINT
BUTT FUSED JOINT
HDPE TO MECHANICAL
JOINT ADAPTER
DIP MAIN HDPE MAIN
WRAP TRACER WIRE
AROUND VALVE BOX
DRILL HOLE IN VALVE BOX,
INSERT TRACER WIRE AND
COIL 1'-2' OF EXCESS
NOTE: FOR CONTINUOUS HDPE MAINS, INSTALL TRACER WIRE UNDER
ALL VALVES AND FITTINGS. FOR TERMINATION POINTS, INSTALL
TRACER WIRE AROUND VALVE BOXES AS SHOWN ABOVE.
TRACER WIRE
COIL EXCESS 1'-2' OF AROUND NIPPLE
WRAP TRACER WIRE
THOROUGHLY COMPACTED
FOR HDPE: NO STONES LARGER THAN 3/4",
NO STONES WITHIN 4" OF PIPE,
3'
(MIN.)
SD-1
NOT TO SCALE
GATE VALVE
SD-2
NOT TO SCALE
BUTTERFLY VALVE
SD-3
NOT TO SCALE
ON LINE AIR VENT/BLOW-OFF (DIP)
SD-4
NOT TO SCALE
ON LINE AIR VENT/BLOW-OFF (HDPE)
SD-5
NOT TO SCALE
BLOW-OFF @ DEAD END (DIP)
SD-6
NOT TO SCALE
BLOW-OFF @ DEAD END (HDPE)
SD-7
NOT TO SCALE
HYDRANT ASSEMBLY (DIP)
SD-8
PAYMENT LIMITS FOR SERVICES
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
8/26/2024
C
ONNECTICU
T
D E
P A
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M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN STANDARD DETAILS
AWC-07
TOWN(S):
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-07 Water Detail01.dgn FILE NAME: Young Tyler LASTED SAVED BY:
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CONSULTING ENGINEERS
AQUARION
07.07
NOT TO SCALE
HDPE TO MECHANICAL JOINT ADAPTOR
SD-11
NOT TO SCALE
HYDRANT ASSEMBLY (HDPE)
SD-9
NOT TO SCALE
DUCTILE IRON PIPE RESTRAINTS
SD-10
NOT TO SCALE
TRACER WIRE
SD-12
NOT TO SCALE
RESTRAINT FOR CAST IRON JOINT
NOT TO SCALE
RESTRAINT FOR DUCTILE IRON JOINT
SD-10a SD-10b
NOT TO SCALE
CONCRETE THRUST BLOCK WITH PERMANENT END CAP
SD-13b
NOT TO SCALE
CUT AND CAP WATER MAIN
SD-13a
MIN.
4'-0"
MIN.
4'-0"
UNDISTURBED SOIL
CONCRETE BEARING ON
USING 2,500 PSI
BE 4'-0" x 4'-0" x 6'-0" DEEP
CONCRETE THRUST BLOCK TO
(AGAINST PIPE BELL IF AVAILABLE)
CLAMPS- CAST IRON)
(SPLIT MEGALUGS- D.I. OR FRICTION
MEGALUG TANDEM RETAINER GLANDS
EXISTING C.I.P. OR D.I.PO.D.
DEPENDING ON FIELD CONDITIONS.
KRAUSZ HYMAX FLANGE ADAPTOR
DRESSER STYLE 128 FLANGE ADAPTER OR
MEGALUG, OR
EXISTING PIPE BELL
THREADED RODS
4 (3/4") A193, GRADE B7
#5 @ 12"
CAP (CAST IRON)
OR HYMAX END
SOLID CAP (D.I.)
O.D.
CAP (CAST IRON)
OR HYMAX END
SOLID CAP (D.I.)
DEPENDING ON FIELD CONDITIONS.
KRAUSZ HYMAX FLANGE ADAPTOR
FLANGE ADAPTER OR
MEGALUG, OR DRESSER STYLE 128
MAIN
WATER
LIVE
EXISTING
IN PLACE
ABANDONED
MAIN
WATER
EXISTING
(SEE DETAIL)
THRUST BLOCK
OR CONCRETE
BLOCKS, WOOD
MECHANICAL PLUG OR CAP
BRICKS AND MORTAR OR
PLUG DEAD END WITH MORTAR,
WATER MAIN
REMOVE EXISTING
DUCTILE IRON GATE VALVE
THREE WAY CONNECTOR FOR
WITH HDPE CONNECTION AND
TRACER WIRE (TYP.)
RESTRAINT ATTACHED (TYP.)
TRACER WIRE UNDER
PIPE (TYP.)
HDPE WATER MAIN
(TYP.)
HDPE TEE
TRACER WIRE UNDER FITTING
OR WRAPPED AT TERMINATION
POINT (TYP.)
HDPE WATER MAIN
(TYP.)
M
IN
4"
BEDDING MATERIAL
DUCTILE IRON
FITTING (TYP.)
HDPE TO MECHANICAL
JOINT ADAPTER
MJ RESTRAINT COLLAR
BUTT FUSED JOINT (TYP.)
HDPE PIPE
(6" IN ROCK)
FINISHED GRADE
WARNING TAPE
TRACER WIRE
UNDER MAIN
VALVE BOX AND COVER
12"
4'x4'x8" CONCRETE PAD
(IN STAMFORD ONLY)
DUCTILE IRON HYDRANT
OF STONE
THRUST BLOCK REQ'D
COMPACTED BEDDING MATERIAL
6" DUCTILE IRON GATE VALVE
THRUST BLOCK
CHECK DRAIN HOLES FOR
(POSITIONED AS REQ'D)
FILTER FABRIC ON TOP
1 1/4" TO 1 3/4" STONE
WITH HDPE CONNECTION AND
PROPER DRAINAGE BEFORE
BACK FILLING
WOODEN
BLOCK
WOODEN
BLOCK
WOODEN
BLOCK
GRADE
REQUIRED
BUTT FUSED AT THE MAIN
BUTT FUSED AT HDPE PIPE
HDPE TEE:
AWC APPROVED
RESTRAINT ATTACHED
MECHANICAL JOINT
RESTRAINED
JOINT ADAPTER
HDPE TO MECHANICAL
BUTT FUSED JOINT
(TYP.)
JOINT ADAPTER
HDPE TO MECHANICAL
JOINT ADAPTER
HDPE TO MECHANICAL
HDPE PIPEHDPE PIPE
BUTT FUSED
JOINT (TYP.)
UNDER MAIN
TRACER WIRE
OR TO HDPE TO MJ ADAPTOR
AT THE LATERAL
DUCTILE IRON PIPE
FOR USE ON
FM RATED 175 PSI
L U
350 PSI RATING
1106 MEALUG
EBAA IRON
EBAA
L U
350 PSI RATING
1108 MEGALUG
EBAA IRON
EBAA
A
A
B
E
L U
350 PSI RATING
1112 MEGALUG
EBAA IRON
12" DIP RESTRAINT
8" DIP RESTRAINT6" DIP RESTRAINT
MADE IN THE USA
DUCTILE IRON PIPE
FOR USE ON
FM RATED 175 PSI
MADE IN THE USA
DUCTILE IRON PIPE
FOR USE ON
FM RATED 175 PSI
MADE IN THE USA
PIPE BELL JOINT
DUCTILE IRON
IRON PIPE
DUCTILE
" THREADED ROD4
FOR EXISTING D.I. PIPE)
MEGALUG (SPLIT MEGALUG
CAST IRON PIPE
BELL JOINT
CAST IRON PIPE
PIPE CLAMPS
THREADED RODS
SEMIFINAL DESIGN
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
8/26/2024
C
ONNECTICU
T
D E
P A
R T
M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN STANDARD DETAILS
AWC-08
TOWN(S):
DESIGNER/DRAFTER: AD/AAP CHECKED BY: RJN
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-08 Water Detail02.dgn FILE NAME: Tyler LASTED SAVED BY:
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CONSULTING ENGINEERS
07.08
S
PLAN
K
CAP, PLUG OR
IS CONTEMPLATED.
DEAD ENDS WHERE NO EXTENSION
FOR USE ON ABANDONED LINES AND
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 psi
AND WATER PRESSURE OF 150 psi.
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
(CAP SHOWN)
VALVE
TIMBER
3.
1.
2.
NOTES:
GALVANIZED THREADED RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER COMPANY.
ELEVATION
Q
IN ADDITION TO THE CONCRETE THRUST BLOCKS, ALL FITTINGS TO BE TIED TOGETHER WITH 3/4"
PLAN
BLOCKING TO SUPPORT TIMBER.
PROVIDE TAMPED BACKFILL AND/OR
HORIZONTAL SHEAR 120 psi.
CONSTRUCTION GRADE OR BETTER
TIMBER TO BE DOUGLAS FIR
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 psi
AND WATER PRESSURE OF 150 psi.
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
E
4 NONE REQUIRED
F
G
PLAN
4.
3.
1.
2.
NOTES:
10"x10"
12"x12"
10"x10"
8"x8"
1 6"x6"
D
E
PIPE
DIAM.
IN
TIMBER
NO.
BEAMS SIZE
NOM.
IN
LENGTH
NONE REQUIRED4
G
IN
F
ININ
E
BLOCK DIMENSIONS
IN
DIAM.
PIPE
ELEVATION
NOTE:
NOTE 4
BANDS-SEE
RESTRAINING
CLEARANCE
D
IN.
1.40
0.59
0.34
0.18
0.07
CU. YD.
VOLUME
CONCRETE
STEEL WEDGES
DOUBLE ACTING
G
ELEVATION
BLOCK DIMENSIONS
E
EARTH
AGAINST UNDISTURBED
BLOCKS TO BE POURED
PLAN
PIPE
DIAM.
IN
E
IN IN
F
F
M
CONCRETE
VOLUME
CU. YD.
0.09
0.15
0.19
0.40
0.85
IN
G
EARTH
UNDISTURBED
POUR AGAINST
SECTION AA
EARTH
UNDISTURBED
POURED AGAINST
BLOCK TO BE
L
A
P
D
IA
M . I
N
BLOCK DIMENSIONS
BE PROVIDED WITH PROTECTIVE COATING.
FOR ALL OTHER BENDS. EXPOSED BARS TO
SPECIAL DESIGN WILL BE REQUIRED.
OBTAINED FROM THE ENGINEER. A
REQUIRED APPROVAL MUST FIRST BE
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 psi
AND WATER PRESSURE OF 150 psi.
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
R
4.
3.
1.
2.
NOTES:
22 1/2
11 1/4
P
IP
E
B E
N D P
IN. IN.
Q
11 1/4
22 1/2
11 1/4
22 1/2
11 1/4
22 1/2
11 1/4
22 1/2
24 24
A
0.84
0.58
R
IN.
CONCRETE
VOLUME
CU. YD.
56 5.2
2.7
1.7
3.0
1.5
2.0
1.0
1.3
0.71
0.38
0.76
0.38
0.30
A S
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
WHERE SOIL BEARING IS LESS OR WATER
AND WATER PRESSURE OF 150 psi.
SOIL BEARING PRESSURE OF 2000 psi
BLOCK DIMENSIONS ARE BASED UPON
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS
NOTES:
2.
1.
L
ININ
K
IN
SIZE
BRANCH
A
M
IN
1.12
0.42
0.24
1.15
0.09
CU. YD.
VOLUME
CONCRETE
VARIES'
TAP AND CORPORATION
SANITARY SEWER
STORM OR
SEPARATE APPROVAL OF THE HEALTH DEPARTMENT SHALL BE REQUIRED.
WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS,
JOINTS IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER.
SUPPORTED AS DIRECTED BY THE OWNERS REPRESENTATIVE. TO THE EXTENT FEASIBLE,
18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE
WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF
UNUSUAL CONDITIONS:
M
IN
C O
V E
R
NOTE:
SEE NOTE
SANITARY SEWER OR STORM DRAIN
WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN,
CROSSING.
THE JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF
18" MINIMUM
OF CROSSING.
OR STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT
REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER
FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING
& VALVE BOX
OFF VALVE
CURB SHUT
M
IN
C
O V
E R
WATER COMPANY
AS DIRECTED BY
COPPER TYPE K
SERVICE LINE
EXISTING OR PROPOSED GRADE
E D
G E
O F
R O
A D
HOUSE, STORM, OR SANITARY SEWER
(NORMAL CONDITIONS)
WATER
18" MINIMUM
NOTE :
L/2
NOTE :
BRANCH OF TEE
(PRESSURE PIPE)
L/2
WATER LINE
WATER LINE
NORMAL CONDITIONS
10' MINIMUM
WATER
DEFLECT PIPE AS PER
MANUFACTURER'S RECOMMENDATIONS
18"
10' MIN.
DRAIN LINE
SEWER OR
10' MIN.
SECTION AA
UNDISTURBED EARTH.
TO BE POURED AGAINST
THESE TWO FACES
T
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 psi
AND WATER PRESSURE OF 150 psi.
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
BLOCK DIMENSIONS
45 30
S
A
Q
R
D
D
1.
2.
NOTES:
11 1/4
22 1/2
11 1/4
22 1/2
11 1/4
22 1/2
A 90
22 1/2
11 1/4
P
IP
E
D
IA
M . I
N
B E
N D S
IN.
11 1/4
22 1/2
20 18 0.23
12 0.09
0.30
0.20
0.11
0.25
0.11
0.07
IN.
Q R
IN.
CONCRETE
VOLUME
CU. YD.
48 2.37
0.70
0.32
SEE NOTE 3
1.00
0.33
0.13
0.60
2500 psi CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 psi
AND WATER PRESSURE OF 150 psi.
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
BEND TO BE SET AGAINST UNDISTURBED
EARTH, BACKFILL TO BE FIRMLY TAMPED,
OR BLOCK TO BE FURNISHED AS DIRECTED
CU. YD.
VOLUME
CONCRETE
11 1/4
NOTES:
S
3.
2.
1.
ELEVATION
DESIGN WILL BE REQUIRED.
BY THE ENGINEER.
22 1/2
11 1/4
22 1/2
11 1/4
P
IP
E
PLAN
22 1/2
22 1/2
11 1/4
BLOCK DIMENSIONS
IN.
UT
IN.IN.
S
B E
N D
D
IA
M . I
N
11 1/4
22 1/2
0.04
0.06
0.13
0.06
0.10
0.30
0.10
0.23
0.60
0.13
0.34
1.00
0.35
0.70
2.40
2 - # 6 REINFORCING RODS REQUIRED FOR 16"
4' -6
M
IN
IM
U M
REQUIRES SEPARATE APPROVAL OF THE APPROPRIATE COUNTY HEALTH DEPT.
18" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION
FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF
WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO
U
CROSSING OF WATER LINE UNDER
SANITARY SEWER OR STORM DRAIN
TEES
CAPS, PLUGS AND VALVES
SEPARATION OF WATER MAINS AND
SEWER CROSSINGS
SEPARATION OF WATER MAINS AND
SEWERS - PARALLEL INSTALLATION
SANITARY SEWER OR STORM DRAIN
CROSSING OF WATER LINE OVER
SEE SAG VERTICAL (ABOVE)3.
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
PLAN
4' -6
M
IN
IM
U M
2" COPPER TUBE
CO-EXTRUDED
PIPING BRACKETS
2" x 17" TYP. METER
20" OPENING FRAME AND COVER
DUCTILE IRON COVER ONLY
77 LB.
2" ANGLE VALVE
PLASTIC STRAPS FOR
FEMALE IP THREAD
ANTI-SETTLING FLANGE
MOLDED IN INTERNAL
POLYETHYLENE PIT
STRENGHT MODIFIED
30" MOLDED HIGH
CONNECTIONS
FLANGED
FLANGED &
FOR PIPING ACCESS
MOLDED 2" HIGH NOTCH
METER SUPPORT
CONNECTION
PE PIT
1" COPPER TUBE
CO-EXTRUDED
PVC PIPE SUPPORT BAR
11" TYP.
DUCTILE IRON METER
PIT FRAME
1" ANGLE METER VALVE
PLASTIC STRAPS FOR
1" MALE IRON PIPE THREAD
LIP
-SETTLING
20" PE PIT
JAM NUTS
METER SUPPORT
STANDARD
PE PIT
METER
SIZE
9"
REMOVABLE
PLUG
2"
TRENCH DEPTH
48"
TOUCH PAD HOLE
W/ PLUG
DUCTILE IRON LOCKING LID
SIDEWALK LOAD RATED
4"
THERMAL INSULATING PAD
VALVE
TO METER PIT
ERIE STYLE IN GRASS
BUFFALO STYLE IN PAVEMENT
OWNED SIDE
WATER COMPANY
SIDE
CUSTOMER OWNED
A P
P R
O X
P
R O
P E
R T
Y
/S T
R E
E T
L
IN
E
DUCTILE IRON PIPE
VARIES'
ELECTROFUSED
M
IN
C O
V E
R
& VALVE BOX
OFF VALVE
CURB SHUT
M
IN
C
O V
E R
WATER COMPANY
AS DIRECTED BY
SERVICE LINE
EXISTING OR PROPOSED GRADE
E D
G E
O F
R O
A D
TAPPING SADDLE
TO METER PIT
IN PAVEMENT
BUFFALO STYLE
OWNED SIDE
WATER COMPANY
SIDE
CUSTOMER OWNED
A P
P R
O X
P
R O
P E
R T
Y
/S T
R E
E T
L
IN
E
HDPE PIPE TRACER WIRE (WHERE REQUIRED)3-WAY CONNECTOR TO MAIN
LINE TRACER WIRE
HDPE
MAIN
IRON
MAIN
DUCTILE
THRUST BLOCKS
SD-13
NOT TO SCALE
THRUST BLOCKS
SD-14
AT TEES, CAPS, PLUGS & VALVES
NOT TO SCALE
THRUST BLOCKS
SD-15
AT HORIZONTAL BENDS
NOT TO SCALE
AT DEAD ENDS
NOT TO SCALE
THRUST BLOCKS
SD-16
AT CREST VERTICAL BENDS
NOT TO SCALE
THRUST BLOCKS
SD-17
AT SAG VERTICALBENDS
PIPE INSTALLATION
SD-18
NOT TO SCALE
CROSSING SANITARY/STORM SEWER
PIPE INSTALLATION
SD-19
NOT TO SCALE
SEPARATION OF WATER & SEWER CROSSINGS
PIPE INSTALLATION
SD-20
NOT TO SCALE
WATER SERVICE LINE
STANDARD 1" METER PIT
SD-21
NOT TO SCALE
STANDARD 2" METER PIT
SD-22
NOT TO SCALE
ERIE STYLE
IN GRASS
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
8/26/2024
C
ONNECTICU
T
D E
P A
R T
M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN STANDARD DETAILS
AWC-09
TOWN(S):
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-09 Water Detail03.dgn FILE NAME: Tyler LASTED SAVED BY:
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N D
A T
E R
E V
. Luchs
CONSULTING ENGINEERS
07.09
REFER TO FORM 818-2020, SECTION 4.06
AND CTDOT HIGHWAY DESIGN MANUAL
LEGEND
HMA - HOT MIX ASPHALT
S - SUPERPAVE
.5 - 1/2" STONE SIZE
1.0 - 1 1/2" STONE SIZE
12"
6"
3"
12"
3" LIFTS (COMPACTED) (NOTE 7)
6" HMA-S1.0 PLACED IN TWO (2)
(NOTE 7)
PROCESSED AGGREGATE BASE
12" ROLLED GRANULAR BASE, OR
12"
1 1/2" LIFTS (COMPACTED) (NOTE 7)
3" HMA - S0.5 PLACED IN TWO (2)
WIDTH
ORIGINAL TRENCH
4"
WIDTH
TRENCH
(D.O.T. HMA S0.5, 2 LIFTS COMPACTED)
4" BITUMINOUS CONCRETE PAVEMENT
BY THE DIRECTOR OF PUBLIC WORKS)
GRANULAR BASE (AS APPROVED
AGGREGATE BASE OR ROLLED
D.O.T. APPROVED PROCESSED
COAT, MATCH EXISTING GRADE
SAWCUT PAVEMENT, APPLY TACK
2"
DRAWINGS)
REPAIR AS SHOWN ON THE
(OR LIMIT OF PAVEMENT
CENTERLINE OF ROADWAY
EDGE OF ROADWAY
2" HMA-S0.5
MILL AND OVERLAY
WIDTH
ORIGINAL TRENCH
THIS DRAWING
THE APPLICABLE TYPICAL SECTION FROM THAT PROJECT SHALL APPLY FOR PAVEMENT AND BASE MATERIALS DEPTH IN LIEU OF
WHEN TEMPORARY PAVEMENT REPAIR OR PERMANENT PAVEMENT REPLACEMENT ARE REQUIRED AS PART OF A D.O.T. PROJECT, COST TO THE STATE.
OF THE PERMITTED SITE WILL BE REPLACED BY THE CONTRACTOR AS DIRECTED BY THE DISTRICT 3 PERMIT SECTION AT NO
ANY DAMAGE TO THE EXISTING CURB, SIDEWALK OR ANY OTHER HIGHWAY APPURTENANCES DURING THE DEVELOPMENT
UNIFORM TRAFFIC CONTROL DEVICES," THE LATEST STATE OF CONNECTICUT CATALOG OF SIGNS AS REVISED.
ALL SIGNS AND PAVEMENT MARKINGS INSTALLED ALONG THE STATE RIGHT OF WAY MUST CONFORM TO THE "MANUAL OF
EXCEPT FOR SIGNS WITH RED BACKGROUND THAT SHALL BE TYPE 8 OR 9 REFLECTIVE SHEETING.
WITH WHITE BACKGROUND, TYPE 3 REFLECTIVE SHEETING SHALL BE USED FOR SIGNS WITH COLORED BACKGROUND
CONSTRUCTION FORM 818 SECTION 12.08 AS REVISED. TYPE 1 REFLECTIVE SHEETING SHALL BE USED FOR SIGNS
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGE, AND INCIDENTAL
NEW SIGN MATERIAL AND SHEETING SHALL BE MADE OF REFLECTIVE MATERIAL IN COMPLIANCE WITH THE STATE OF
INCIDENTAL CONSTRUCTION FORM 818 SECTION 12.10 AS REVISED.
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND
NEW PAVEMENT MARKINGS SHALL BE PAINTED WITH EPOXY RESIN PAINT IN COMPLIANCE WITH THE STATE OF
SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 818 SECTION 12.11 AS REVISED.
METHOD IN COMPLIANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD
REMOVAL OF PAVEMENT MARKINGS ALONG STATE ROADWAYS SHALL BE COMPLETED BY A NON-DESTRUCTIVE
IN THE FORM 818, THE WORK WILL BE COMPLETED AS DIRECTED BY THE ENGINEER OR DISTRICT SECTION REPRESENTATIVE.
SPECIAL PROVISIONS AND TYPICAL STATE STANDARD DETAILS. IN ANY CASE WHERE THE CONSTRUCTION IS NOT SPECIFICALLY DETAILED
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION" WITH THE LATEST
ALL WORK WITHIN THE STATE RIGHT-OF-WAY WILL COMPLY WITH FORM 818, "THE STATE OF CONNECTICUT DEPARTMENT OF
7.
6.
5.
4.
3.
2.
1.
3"
R=2"
SHOULDER OR PAVEMENT
CONCRETE
BITUMINOUS
1"
6"
9"
UNDISTURBED EARTH
6"6"
& SEED) SEE STANDARD
AND BASE, OR TOPSOIL
(CONC./BIT. SIDEWALK
BACKFILL
SUITABLE COMPACTED
1/4" RADIUS
7"
6"
PITCH
1/4"
CLASS PCC03360
CONCRETE
M
IN
9"
AGGREGATE
ROLLED GRANULAR BASE
6"
BASE
PROCESSED
MATCH FIELD CONDITION
SUITABLE COMPACTED SUBGRADE
(12" MINIMUM)
6"X 6" - W1.4 WELDED
WIRE FABRIC
X X X X
X X X X
ROLLED GRANULAR BASE
8"
5" 2"
8"
8"
2"
CONCRETE SIDEWALK CONCRETE DRIVEWAY
CLASS PCC03360 CONCRETE
WITH BROOM FINISH
CLASS PCC03360 CONCRETE
WITH BROOM FINISH
SUITABLE COMPACTED SUB GRADE
8"
MATCH EXISTING
TRENCH WIDTH
DRILL AND DOWEL INTO
EXISTING CONCRETE
ROLLED GRANULAR BASE
CLASS PCC03360 CONCRETE
CONCRETE THICKNESS
AS REQUIRED
MATCH EXISTING
SAW-CUT (TYP.)
PAVEMENT THICKNESS
12"
COAT, MATCH EXISTING GRADE
SAWCUT PAVEMENT, APPLY TACK
GRADE
TACK COAT, MATCH EXISTING
SAWCUT PAVEMENT, APPLY
4"
12"
TOWN ROAD)
PAVEMENT REPAIR-
(SEE TEMPORARY
PAVEMENT REPAIR
ORIGINAL LIMITS OF
GRADE
TACK COAT, MATCH EXISTING
SAWCUT PAVEMENT, APPLY
GRADE
TACK COAT, MATCH EXISTING
SAWCUT PAVEMENT, APPLY
2"
DRAWINGS)
REPAIR AS SHOWN ON THE
(OR LIMIT OF PAVEMENT
CENTERLINE OF ROADWAY
EDGE OF ROADWAY
2" HMA-S0.5
MILL AND OVERLAY
GRADE
TACK COAT, MATCH EXISTING
SAWCUT PAVEMENT, APPLY
9"
12"
ONLY)
STATE ROAD- TRENCH
PAVEMENT REPAIR-
(SEE PERMANENT
PAVEMENT REPAIR
ORIGINAL LIMITS OF
ORIGINAL TRENCH
WIDTH
ROLLED GRANULAR BASE
(12" MIN.)
DETAILS
NOT TO SCALE
TEMPORARY PAVEMENT REPAIR
SD-31
TOWN ROAD
NOT TO SCALE
PERMANENT PAVEMENT REPAIR
SD-32
TOWN ROAD
NOT TO SCALE
PERMANENT PAVEMENT REPAIR
SD-33
STATE ROAD - TRENCH ONLY
NOT TO SCALE
PERMANENT PAVEMENT REPAIR
SD-34
STATE ROAD
NOT TO SCALE
BITUMINOUS CONCRETE
SD-36
NOT TO SCALE
REINFORCED CONCRETE PAVEMENT
SD-38
SIDEWALK & DRIVEWAY
NOT TO SCALE
BITUMINOUS CONCRETE
SD-37
LIP CURBING
NOT TO SCALE
CONCRETE SIDEWALK & DRIVEWAY
SD-39
NOT TO SCALE
CONCRETE CURBING
SD-40
3" HMA S0.5,
2 LIFTS, COMPACTED
2" SIDEWALK OR
8" SIDEWALK OR
3" RESIDENTIAL DRIVEWAY OR
4" COMMERCIAL DRIVEWAY
(HMA S0.375)
8" RESIDENTIAL DRIVEWAY OR
12" COMMERCIAL DRIVEWAY
(GRANULAR FILL)
PROJECT DESCRIPTION:
PROJECT NUMBER: DRAWING NO.
SHEET NO.
5/26/2026
C
ONNECTICU
T
D E
P A
R T
M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
BLOCK:
SIGNATURE/
DRAWING TITLE: WATER MAIN STANDARD DETAILS
AWC-10
TOWN(S):
0124-0165
SEYMOUR
SPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
Q:\Projects\AWC_Projects\124-165 Bank St - Seymour\Highways\Contract_Plans\0124-0165 AWC-10 Water Detail04.dgn FILE NAME: ParisiA LASTED SAVED BY:
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N D
A T
E R
E V
. Luchs
CONSULTING ENGINEERS
AQUARION
THIS DRAWING
THE APPLICABLE TYPICAL SECTION FROM THAT PROJECT SHALL APPLY FOR PAVEMENT AND BASE MATERIALS DEPTH IN LIEU OF
WHEN TEMPORARY PAVEMENT REPAIR OR PERMANENT PAVEMENT REPLACEMENT ARE REQUIRED AS PART OF A D.O.T. PROJECT, COST TO THE STATE.
OF THE PERMITTED SITE WILL BE REPLACED BY THE CONTRACTOR AS DIRECTED BY THE DISTRICT 4 PERMIT SECTION AT NO
ANY DAMAGE TO THE EXISTING CURB, SIDEWALK OR ANY OTHER HIGHWAY APPURTENANCES DURING THE DEVELOPMENT
UNIFORM TRAFFIC CONTROL DEVICES," THE LATEST STATE OF CONNECTICUT CATALOG OF SIGNS AS REVISED.
ALL SIGNS AND PAVEMENT MARKINGS INSTALLED ALONG THE STATE RIGHT OF WAY MUST CONFORM TO THE "MANUAL OF
EXCEPT FOR SIGNS WITH RED BACKGROUND THAT SHALL BE TYPE 8 OR 9 REFLECTIVE SHEETING.
WITH WHITE BACKGROUND, TYPE 3 REFLECTIVE SHEETING SHALL BE USED FOR SIGNS WITH COLORED BACKGROUND
CONSTRUCTION FORM 819 SECTION 12.08 AS REVISED. TYPE 1 REFLECTIVE SHEETING SHALL BE USED FOR SIGNS
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGE, AND INCIDENTAL
NEW SIGN MATERIAL AND SHEETING SHALL BE MADE OF REFLECTIVE MATERIAL IN COMPLIANCE WITH THE STATE OF
INCIDENTAL CONSTRUCTION FORM 819 SECTION 12.10 AS REVISED.
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND
NEW PAVEMENT MARKINGS SHALL BE PAINTED WITH EPOXY RESIN PAINT IN COMPLIANCE WITH THE STATE OF
SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM 819 SECTION 12.11 AS REVISED.
METHOD IN COMPLIANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD
REMOVAL OF PAVEMENT MARKINGS ALONG STATE ROADWAYS SHALL BE COMPLETED BY A NON-DESTRUCTIVE
IN THE FORM 819, THE WORK WILL BE COMPLETED AS DIRECTED BY THE ENGINEER OR DISTRICT SECTION REPRESENTATIVE.
SPECIAL PROVISIONS AND TYPICAL STATE STANDARD DETAILS. IN ANY CASE WHERE THE CONSTRUCTION IS NOT SPECIFICALLY DETAILED
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION" WITH THE LATEST
ALL WORK WITHIN THE STATE RIGHT-OF-WAY WILL COMPLY WITH FORM 819, "THE STATE OF CONNECTICUT DEPARTMENT OF
819 CONSTRUCTION NOTES
DOT FORM 819 CONSTRUCTION NOTES
SD-35
(FOR STATE ROADS ONLY)
NOT TO SCALE
REFER TO FORM 819-2020, SECTION 4.06
07.10
| 0124-0165 AWC-01 INDEX OF DRAWINGS |
| 0124-0165 AWC-02 Title Sheet |
| 0124-0165 AWC-03 PLN |
| 0124-0165 AWC-04 to AWC-06 RHS Support Details |
| 0124-0165 AWC-07 Water Detail01 |
| 0124-0165 AWC-08 Water Detail02 |
| 0124-0165 AWC-09 Water Detail03 |
| 0124-0165 AWC-10 Water Detail04 |
| 2026-07-06T12:01:05-0400 | |
| Ronald J. Nault |
File details come from the government source that posted it. Updated .