0124-0165 - 03 Highway.pdf

INX-03

MDS-01 - MDS-05

HIGHWAY DESIGN - INDEX OF DRAWINGS

INDEX PLAN

MISCELLANEOUS DETAIL SHEETS

IND-01

EX-01

PLN-01 - PLN-02

PRO-01

EXISTING CONDITIONS

ROADWAY PLAN

ROADWAY PROFILE

TYPICAL SECTIONS

SLR INTERNATIONAL CORP.

DESIGNED BY:

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

TYP-01

TEST PIT LOGSTP-01

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-03

TOWN(S):

SEYMOURSPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)

PLOTTED DATE:

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0124-0165

DESIGNER/DRAFTER: CHECKED BY:

OF DRAWINGS

HIGHWAY DESIGN INDEX

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

XSC-01 - XSC-07 ROUTE 313 ROADWAY CROSS SECTIONS

M. MANCINI A. CIRIELLO

03 - HIGHWAY DESIGN

03.01

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

SLRCONSULTING.COM

COORDI

NATE

G

RI

D

A D

CONNECTI

CUT

+0

+0

+0

+0

39+0

40+00 41+00 42+00

43+00

44+00

COST OF THE PROJECT.

WORK SHALL BE COVERED UNDER THE GENERAL

PRIOR TO FINAL ACCEPTANCE BY THE OWNER. THIS

SAND, GRAVEL, ROOTS, GREASE, AND OTHER DEBRIS

THOROUGHLY CLEANED OF ALL SLUDGE, DIRT,

TO REMAIN WITHIN THE PROJECT LIMITS SHALL BE

THE EXISTING STORM DRAINAGE FEATURES THAT ARE 13.

CONSTRUCTION DEBRIS.

LAW. THE SITE SHALL BE KEPT FREE FROM

ACCORDANCE WITH LOCAL, STATE AND FEDERAL

ALL WASTE MATERIALS SHALL BE DISPOSED OF IN 12.

SIDEWALK.

FOR PEDESTRIAN ACCESSIBILITY WHEN LOCATED IN A

AND SHALL PROVIDE MINIMUM 48" CLEAR PASSAGE

INSTALLED A MINIMUM OF 18" BEHIND THE CURB LINE

ALL NEW AND RELOCATED UTILITY POLES TO BE

FACILITIES AND/OR SCHEDULING OF SUCH WORK.

COMPANIES REGARDING RELOCATIONS OF THEIR

CONSTRUCTION WITH APPROPRIATE UTILITY

THE CONTRACTOR SHALL COORDINATE 11.

(203) 591-3700

MICHAEL.ZOMBAR@CT.GOV

MICHAEL ZOMBAR, P.L.S.

CTDOT DISTRICT 4 SURVEY OFFICE CONTACT:

INCLUDED IN ITEM NO. 0107090A.

SURVEY OFFICE. THE COST FOR WHICH SHALL BE

SURVEYOR AND CHECKED BY THE CTDOT DISTRICT 4

CONSTRUCTION SHALL BE RESET BY A CT LICENSED

CHD HIGHWAY MONUMENTS DISTURBED BY 10.

PERMITTEE.

RESPONSIBILITY OF BOTH THE CONTRACTOR AND THE

COMPLIANCE WITH THE PERMIT CONDITIONS IS THE 9.

WHICH DOES NOT CONFORM TO LOCAL CODE.

INCURRED TO IMPLEMENT OR CORRECT WORK

ENGINEER WILL NOT BE HELD LIABLE FOR COSTS

ENGINEER PRIOR TO THE EXECUTION OF WORK. THE

SHALL BE BROUGHT TO THE ATTENTION OF THE

LOCATIONS SHOWN, AND LOCAL REQUIREMENTS

ANY CONFLICTS BETWEEN MATERIALS AND

AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS.

KNOWLEDGE OF LOCAL, MUNICIPAL, WATER

THE PLANS REQUIRE A CONTRACTOR'S WORKING 8.

INDICATE FINISHED GRADE.

ALL PROPOSED CONTOURS AND SPOT ELEVATIONS 7.

AND SEDIMENT CONTROL" 2024.

THE "CONNECTICUT GUIDELINES FOR SOIL EROSION

EROSION CONTROL MEASURES SHALL CONFORM TO

STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND

AND MAINTAINED UNTIL PERMANENT COVER AND

PROJECT SPECIFICATIONS SHALL BE IMPLEMENTED

DEPICTED ON THESE PLANS AND DESCRIBED IN THE

SEDIMENT AND EROSION CONTROL MEASURES AS 6.

OF THE ENGINEER FOR RESOLUTION.

ELEVATIONS SHALL BE BROUGHT TO THE ATTENTION

ANY FIELD DISCREPANCIES IN DIMENSIONS OR 5.

SUPPLIED BY OTHERS.

ACCURACY OF MAPS AND DATA WHICH HAVE BEEN

SLR ACCEPTS NO RESPONSIBILITY FOR THE 4.

ENGINEER FOR RESOLUTION.

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

LOCATIONS SHOWN ON THE PLANS SHALL

FIELD UTILITY LOCATIONS THAT DO NOT MATCH

WORKING DAYS PRIOR TO CONSTRUCTION. ALL

GO TO WWW.CBYD.COM AT LEAST TWO FULL

CALL "CALL BEFORE YOU DIG" BY DIALING 811 OR

CONFIRMED PRIOR TO BEGINNING CONSTRUCTION.

LOCATION OF ALL EXISTING UTILITIES SHALL BE

CONSIDERED APPROXIMATE IN LOCATION. THE

THE FIELD. WHERE SHOWN, BURIED UTILITIES SHALL BE

AND SURVEY OF UTILITY APPURTENANCES VISIBLE IN

PLANS BASED UPON BEST AVAILABLE INFORMATION

EXISTING UTILITIES HAS BEEN INDICATED ON THE

INFORMATION REGARDING THE LOCATION OF 3.

JULY 2025; AND SPECIAL PROVISIONS.

2024 AND SUPPLEMENTAL SPECIFICATIONS DATED

AND INCIDENTAL CONSTRUCTION, FORM 819 DATED

SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES,

DEPARTMENT OF TRANSPORTATION, STANDARD

CONSTRUCTION SPECIFICATIONS: CONNECTICUT 2.

1988.

(NAD 1983). VERTICAL DATUM BASED UPON NAVD

UPON THE CONNECTICUT COORDINATE SYSTEM

LLC. NORTH ARROW AND BEARINGS ARE BASED

DISTRICT 4 AND MARTINEZ COUCH & ASSOCIATES,

TOPOGRAPHIC SURVEY PROVIDED BY CTDOT 1.

GENERAL NOTES:

LEGEND

20 SCALE SHEET BOUNDARY

40 SCALE SHEET BOUNDARY

MATCH EXISTING

N 704858.42, E 910271.62

STA. 36+00

BEGIN MILL & OVERLAY

STATE PROJECT NO. 0124-0165

PROJECT LIMITS

UNDER STATE PROJECT NO. 0124-0172

MATCH CONDITIONS CONSTRUCTED

MATCH EXISTING/

N 705404.75, E 910430.64

STA. 41+85.00

END FULL DEPTH RECONSTRUCTION

MATCH EXISTING

N 705461.32, E 910473.94

STA. 42+56.25

STATE PROJECT NO. 0124-0165

PROJECT LIMITS

1" = 40'

HORIZONTAL SCALE

40 80

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

IND-01

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INDEX PLAN

TRANSPORTATION

EX-01

SP

M-

01PRO-

01PLN

-01

SPM-02

PRO-01

PLN-02

(RW-101)

RETAINING WALL 101

BRIDGE NO. 01585

BRIDGE WIDENING

RIV

ER

STR

EET

(R

OUTE

B A

N K S

T R

E E T (R

O U

T E

M. MANCINI A. CIRIELLO

03.02

99 REALTY DRIVE

CHESHIRE, CT 06410

TYPICAL ROADWAY SECTION - ROUTE 313

STA. 37+00 TO STA. 39+03

NOT TO SCALE

B L

SEE NOTE 1

(SEE NOTE 2)(SEE NOTE 2) (SEE NOTE 2)

E x

P

.A .G

1.5%

74 89 236

6" MIN.

SEE NOTE 1

GRADE VARIES

(SEE ROADWAY

CROSS SECTIONS)

TYPICAL ROADWAY SECTION - ROUTE 313

STA. 39+91 TO STA. 40+52

STA. 41+05 TO STA. 41+85*

NOT TO SCALE

SEE NOTE 1

B L

SEE NOTE 1

(SEE NOTE 2)(SEE NOTE 2) (SEE NOTE 2)

E x

P

.A .G

1:12 1.5%

74 89

*SOUTHBOUND CURB REPLACEMENT TO STA. 42+56.25L AS SHOWN ON THE PLANS

26 2

GRADE VARIES

(SEE ROADWAY CROSS SECTIONS)

TYPICAL ROADWAY SECTION - ROUTE 313

STA. 39+03 TO STA. 39+91

NOT TO SCALE

B L

SEE NOTE 1

(SEE NOTE 2)(SEE NOTE 2) (SEE NOTE 2)

E x

P

.A .G

1.5%

74 89 236

6" MIN.

SEE NOTE 1

5GRADE VARIES

(SEE ROADWAY CROSS SECTIONS)

B L

(SEE NOTE 2) (SEE NOTE 2)

1.5%

4 8 7

3 2

6" MIN.

TYPICAL ROADWAY SECTION - ROUTE 313

STA. 36+00 TO STA. 37+00

NOT TO SCALE

SEE NOTE 1SEE NOTE 1 E

x

P

.A .G

EXISTING WALL

4.8% -

6.0% MAX.

MIN. 4'

6" PROCESSED AGGREGATE

4" TOPSOIL AND TURF ESTABLISHMENT - LAWN

CONCRETE SIDEWALK

CONCRETE CURBING

FORMATION OF SUBGRADE

CUT BITUMINOUS CONCRETE PAVEMENT / CUT CONCRETE PAVEMENT

SIDEWALKS

8" SUBBASE UNDER ROADWAY, 8" COMPACTED GRANULAR FILL UNDER

6" PMA S1.0 TRAFFIC LEVEL 3 (PLACED IN TWO EQUAL LIFTS)

2" PMA S0.5 TRAFFIC LEVEL 3

2" FINE MILLING / 2" PMA S0.5 TRAFFIC LEVEL 3 OVERLAY

1.

THE ENGINEER.

GRANULAR FILL UP TO PROPOSED SUBGRADE LIMITS UNLESS OTHERWISE DIRECTED BY

SHALL BE REMOVED WITHIN THE TRENCHING LIMITS AND REPLACED WITH COMPACTED

CONCRETE ROAD BASE MAY BE ENCOUNTERED. IF SO, THE CONCRETE ROAD BASE 6.

WIDENING SHALL BE 2 FT.

MINIMUM WIDTH OF ROADWAY RECONSTRUCTION FOR CURB REPLACEMENT OR 5.

THE ENGINEER IN THE FIELD.

EXISTING CONCRETE AS DETAILED IN THE CROSS SECTIONS OR DIRECTED BY

EXISTING CONCRETE ROAD BASE, RECONSTRUCT ROADWAY TO EDGE OF

WHERE CURB REPLACEMENT AND ROADWAY WIDENING OCCURS ALONG 4.

(STA. 40+52 TO STA. 41+05).

SEE SHEET STR-05 IN SUBSET 04 FOR TYPICAL SECTION ON BRIDGE NO. 01585 3.

SEE SHEETS SPM-01 AND SPM-02 IN SUBSET 05 FOR LIMITS OF PAVEMENT MARKINGS.2.

NOTE ROADWAY IS SUPERELEVATED SOUTH OF THE BRIDGE.

MAINTAIN EXISTING CROSS SLOPE UNLESS SHOWN OTHERWISE ON CROSS SECTIONS.

NOTES:

LEGEND

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

TYP-01

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TYPICAL SECTIONS

TRANSPORTATION

LANELANE TURN LANE 2' SH.2' SH.5'

LANELANE TURN LANE 2' SH.2' SH.5'

LANELANE TURN LANE 2' SH.2' SH.5'

LANE LANEVARIES

SHOULDER

VARIES

SHOULDER

VARIES

M. MANCINI A. CIRIELLO

03.03

99 REALTY DRIVE

CHESHIRE, CT 06410

RETROREFLECTIVE STRIPE (TYP.)

FLUORESCENT ORANGE

TYPE IV, TYPE VIII OR TYPE XI

TRAFFIC

OF

DIRECTION

RETROREFLECTIVE STRIPE (TYP.)

FLUORESCENT ORANGE

TYPE IV, TYPE VIII OR TYPE XI

8" TO 12"

32" MIN.

M

A X

4' MIN.

CORNERS OF BARRICADE RAILS SHALL BE ROUNDED.5.

THE PURPOSE INTENDED.

FOR THE ENGINEER RESERVES THE RIGHT TO REJECT ANY BARRICADE DEEMED UNSUITABLE 4.

BARRICADES FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.

RETROREFLECTIVE SHEETING AS REQUIRED IN THE SPECIFICATIONS. THE SIDES OF

THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE 3.

SHALL BE USED.

STRIPES SLOPING DOWNWARD IN THE DIRECTION TRAFFIC IS TO PASS. 6" WIDE STRIPES

WHITE MARKINGS FOR BARRICADE RAILS SHALL BE ALTERNATE FLUORESCENT ORANGE AND 2.

THE REQUIREMENTS OF THE 2016 AASHTO MASH.1.4.

GROUND;

THE TOP OF THE TOP SURFACE SHALL BE NO LOWER THAN 32 INCHES ABOVE THE 1.3.

THE GROUND; ABOVE

THE BOTTOM OF THE BOTTOM SURFACE SHALL BE NO HIGHER THAN 2 INCHES 1.2.

A PERSON WITH A VISUAL DISABILITY TRAVELING WITH THE AID OF A LONG CANE;

BY HAVE CONTINUOUS DETECTABLE BOTTOM AND TOP SURFACES ABLE TO BE DETECTED 1.1.

THE CONSTRUCTION BARRICADE DETECTABLE SHALL CONFORM TO THE FOLLOWING:1.

NOTES:

8.33% MAX.

7.1% TYP.

RAMP SLOPE

48" MIN.

INCLUDED WITH RAMP

SIDEWALK SLOPE CURBING (TYP.)

48" MIN.

8.33% MAX.

7.1% TYP.

RAMP SLOPE

LIP HEIGHT 0" - 1/4" MAX. (TYP.)

2.0% MAX.

1.5% TYP.

SPACE

TURNING

2.0% MAX.

1.5% TYP.

SPACE

TURNING

¼

WITHIN THE PEDESTRIAN ACCESS ROUTE.

7. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCUMULATE

GUIDELINES (PROWAG).

. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY6

5. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 REQUIREMENTS.

BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM

BE TO THE NEAREST EXPANSION OR CONTRACTION JOINT UNDER NO SEPARATE PAYMENT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL

INCH.2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED

THE SLOPE OF THE RAMP.

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO

GENERAL NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-01

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SHEETS

MISCELLANEOUS DETAIL

TRANSPORTATION

AND SEAL JOINT AFTER PAVING (TYP.)

SAW CUT EDGE, TACK COAT,

(PLACED IN TWO EQUAL LIFTS)

4" HMA S0.5 TRAFFIC LEVEL 2

CONCRETE PAVEMENT

EXISTING BITUMINOUSGREATER THAN 12"

TRENCH WIDTH

CONCRETE PAVEMENT

EXISTING BITUMINOUS

SEAL JOINT AFTER PAVING (TYP.)

SAW CUT EDGE, TACK COAT, AND

EXISTING PCC PAVEMENT TRENCH WIDTH

TRENCH WIDTH (TW)

TRENCH WIDTH (TW)

(TRENCH WIDTH GREATER THAN 12")

TRENCH THROUGH BITUMINOUS CONCRETE

TEMPORARY PAVEMENT FOR

(TRENCH WIDTH GREATER THAN 12")

THROUGH OVERLAID PORTLAND CEMENT CONCRETE (PCC)

TEMPORARY PAVEMENT FOR TRENCH

MATERIAL COMPACTED IN 4" LIFTS

PROCESSED AGGREGATE BASE

MATERIAL COMPACTED IN 4" LIFTS

PROCESSED AGGREGATE BASE

GREATER THAN 12"

CONCRETE PAVEMENT

EXISTING BITUMINOUS

SEAL JOINT AFTER PAVING (TYP.)

SAW CUT EDGE, TACK COAT, AND

6" TO 12"

TRENCH WIDTH (TW)

MATERIAL COMPACTED IN 4" LIFTS

PROCESSED AGGREGATE BASE

20" (30" IN ROCK CUT)

OR PCC PAVEMENT

EXISTING BITUMINOUS

(TRENCH WIDTH BETWEEN 6" AND 12")

OVERLAID PORTLAND CEMENT CONCRETE (PCC)

THROUGH BITUMINOUS CONCRETE OR

TEMPORARY PAVEMENT - FOR NARROW TRENCH

EQUAL LIFTS)

(PLACED IN TWO

TRAFFIC LEVEL 2

4" HMA S0.5

EQUAL LIFTS)

(PLACED IN TWO

TRAFFIC LEVEL 2

4" HMA S0.5

20" (30" IN ROCK CUT)

20" (30" IN ROCK CUT)

18"

TO REMAIN ON SLOPE

COMPACTED MATERIAL

COMPACTED SUBGRADE

EXISTING OR

MAX 1.5H:1V SLOPE

INTERMEDIATE RIPRAP

GRANULAR FILL

6"

18"

CONSTRUCTION BARRICADE DETECTABLE

NOT TO SCALE

M. MANCINI A. CIRIELLO

UNSIGNALIZED, NO STOP CONTROL OR YIELD DRIVEWAY CROSSING (TYPE 32)

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

INTERMEDIATE RIPRAP (STA. 36+43 ±)

03.04

99 REALTY DRIVE

CHESHIRE, CT 06410

ELEVATION

SECTION A

A*

SEDIMENTATION CONTROL SYSTEM

1.5" x 1.5" x 42"

WOOD STAKE MIN DIMENSIONS

OVERLAP, SECURELY SEALED

AT SUPPORT POSTS WITH MIN. 6"

TO THE WOOD STAKE JOINTS ONLY

FASTEN GEOTEXTILE FABRIC FENCE

EXCAVATE TRENCH 6" MIN. X 6" MIN.

DIRECTION OF FLOW

SUITABLE SOIL

GEOTEXTILE FABRIC FENCE WITH

BACKFILL AND COMPACT OVER THE

WITH SUITABLE SOIL

AND BACKFILL COMPACT

6" MIN. X 6" MIN.

EXCAVATE TRENCH

DIRECTED BY THE ENGINEER

USE A 5' POST SPACING OR AS

FOR SLOPES STEEPER THAN 2:1

12" MIN.

6"

30" MIN.

GRADIENT IS 5% OR MORE

4' FROM THE TOE OF SLOPE AND THE FENCE LINE

INSTALL THE WING WHEN THE FENCE IS MORE THAN

FLOW

ADD A WING AS DIRECTED

1.5" x 1.5" x 42"

MIN. DIMENSIONS

WOOD STAKE

10' MAX.

GEOTEXTILE FABRIC FENCE

6" BELOW FINISHED GRADE

BURY BOTTOM OF GEOTEXTLE FENCE

FLOW

SECTION B

ELEVATION

B

SEDIMENTATION CONTROL SYSTEM

PROPOSED GRADE

EXISTING OR

ON BACKSIDE OF THE BALE

DO NOT DISTURB GROUND

BINDING WIRE OR TWINE

HAY BALE

1.5" x 1.5" x 36" MIN.

WOOD STAKE MIN DIMENSIONS

THE HAYBALE

EXCAVATED FILL ALONG

BACKFILL AND COMPACT

DIRECTION OF FLOW

TO A DEPTH OF 4"

ENTRENCH HAY BALES

PROPOSED GRADE

EXISTING OR

THE GROUND

DO NOT TOUCH

BINDINGS ON BALES

PLACE HAY BALES SO

PER HAY BALE

TWO WOODEN STAKES

TO A DEPTH OF 4"

ENTRENCH BALES

18" MIN.

FILL VOIDS WITH LOOSE HAY

AT TYPE "C" OR "C-L" CATCH BASIN

INLET SEDIMENT CONTROL DEVICE

SECTION

LIFT STRAPS

DUMPING STRAPS

SILT SACK

CATCH BASIN GRATE

CURB DEFLECTOR

CONTROL SYSTEM AT CATCH BASIN

NOTE: THIS ITEM WILL BE MEASURED BY EACH SEDIMENT

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-02

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SHEETS

MISCELLANEOUS DETAIL

TRANSPORTATION

03.05

99 REALTY DRIVE

CHESHIRE, CT 06410

3:1 MAX

SIDE SLOPES

TURF ESTABLISHMENT - LAWN

TOPSOIL AND

- TYPE E,

EROSION CONTROL MATTING

TOPSOIL AND TURF ESTABLISHMENT - LAWN

EROSION CONTROL MATTING - TYPE E,

NOT TO SCALE

GRASS-LINED SWALE

ESTABLISHMENT - LAWN. NO SEPARATE PAYMENT.

PAID UNDER EROSION CONTROL MATTING - TYPE E, TOPSOIL AND TURF 2.

SEE ROADWAY CROSS SECTIONS FOR PROPOSED GRADES, SLOPES AND DIMENSIONS1.

NOTES:

3:

MAX

3:1 MAX

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-03

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SHEETS

MISCELLANEOUS DETAIL

TRANSPORTATION

C D O T

C D O .T

C

ONTRO

L P

O I N

T

O

N

C D O T

PLAN

ELEVATION

PLAN

ELEVATION

2"

1"

2" DIA.2" DIA.2" DIA.

(SEE DETAIL "A")

OF MONUMENT

CAST-IN TOP

BRASS DISK 8"

6"

6" 8"

2"

8"

2"

1.

DETAIL "A"

2.

3.

4.

5.

GENERAL NOTES:

OF MONUMENT

PARALLEL WITH SIDES

3'-8" LONG PLACED

4 - #3 (3/8" DIA.) REBAR,

4'-0"

2"

T

T T

MAY BE USED AS DIRECTED BY THE SURVEYOR.

ALUMINUM CAP (PROVIDED BY DOT) 3' LONG

A #6 ( ¾" DIA.) REINFORCING BAR WITH

ANCHORING CEMENT.

AT 3" DEPTH WITH HYDRAULIC CEMENT OR

CTDOT DISKS SHALL BE PLACED IN LEDGE

SURVEY FOR SURVEY DISK.

DISTRICT SURVEY - BOUNDARY RIGHT-OF-WAY

MANUFACTURER IS TO CONTACT DOT

CONCRETE MIX.

4,000 PSI AT 28 DAYS SELF COMPACTING

CONCRETE COMPRESSIVE STRENGTH

USE CLASS PCC 04460 CONCRETE.

A615, GRADE 60 MIN. COVER 2".

SHALL CONFORM TO LATEST ASTM SPECIFICATION

REINFORCING STEEL DEFORMED BARS

B

O Y

U R

DN A

B

A

NS L E

E

I 4½"

¾"

¾"

½"

⅛"

⅛"

⅛"

¼"

¼"

⅛"

¼"

½" ¼"

⅛"⅛" ⅜"

⅝"

⅛" 2⅝"

4½"

M. MANCINI A. CIRIELLO

CTDOT BOUNDARY MARKER

03.06

99 REALTY DRIVE

CHESHIRE, CT 06410

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-04

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SHEETS

MISCELLANEOUS DETAIL

TRANSPORTATION

VARIES

(SEE BELOW)

SIDE SLOPES

CONCRETE WASHOUT AREA

NOT TO SCALE

(SEE NOTE 2)

GENERAL NOTES:

SEE NOTE 2

SEE NOTE 2

DEPTH VARIES

(SEE NOTE 3)

HAY BALES OR COMPACTED EARTH BERM

PLAN

OF THE WORK FOR THE PROJECT, INCLUDING SITE RESTORATION.

7. PAYMENT FOR THIS ITEM IS TO BE INCLUDED UNDER THE GENERAL COST

GUIDELINES.

IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS, AND

APPROVED BY THE ENGINEER. ALL CONCRETE WASTE SHALL BE DISPOSED OF

DEPTH. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS

WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S

6. HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF

CHECKED AFTER HEAVY RAINS.

ENVIRONMENTAL INSPECTION REPORT) WASHOUT AREA(S) SHOULD BE

LEAKS, TEARS, OR OVERFLOWS. (AS REQUIRED BY THE CONSTRUCTION SITE

STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR

5. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR

SAFETY FENCING OR OTHER APPROVED METHOD.

TRUCKS AND PUMP RIGS. WASHOUT AREA(S) SHOULD BE FLAGGED WITH

THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE

CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE

4. SIGNS SHOULD BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE

AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA FOR CONTAINMENT.

CONTROL MEASURES, AS APPROVED BY THE ENGINEER, SHOULD BE USED

3. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER

NOT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR.

AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT

SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID

THE WASHOUT IS TO BE LOCATED WITHIN THE FLOODPLAIN.

THE FLOOD CONTINGENCY PLAN MUST ADDRESS THE CONCRETE WASHOUT IF

ANY STREAM, WETLAND, STORM DRAINS, OR OTHER SENSITIVE RESOURCE.

LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM

SEDIMENTATION CONTROL PLAN AND SHALL BE APPROVED BY THE ENGINEER.

THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND

2. THE CONTRACTOR SHALL SUBMIT THE DESIGN, LOCATION AND SIZING OF

SELF-CONTAINED.

PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA SHALL BE ENTIRELY

1. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE

(SEE NOTE 3)

COMPACTED EARTH BERM

HAY BALES OR

AS DIRECTED BY ENGINEER)

SHEETING (OR METHOD

SAND BAGS TO SECURE

2H:1V OR 3H:1V (NOMINAL)

SIDE SLOPES TO BE

10 MIL POLYETHYLENE SHEETING

EXISTING GROUND

EROSION CONTROL MATTING - TYPE D

THE TOP OF SLOPE

KEY TRENCH IN AT

FLOW

6"

6"

KEY TRENCH AT TOE OF SLOPE

OVERLAPPING EDGE

AS DIRECTED

TOPSOIL OR

12" MIN. *

AS DIRECTED

TOPSOIL OR

1.5' * STAPLE ALONG OVERLAP

COVERED EDGE

7.5' MIN.

AS DIRECTED

PIN/STAPLE OR TWIST PIN

OR AS DIRECTED

STAPLE 12" O.C.

PLAN

MATTING

EROSION CONTROL

TOE OF SLOPE

KEY IN TRENCH AT TOP OF SLOPE

MATTING

EROSION CONTROL

BACKFILL AND TAMP

6"

6"

BACKFILL AND TAMP

COVERED EDGE

EROSION CONTROL MATTING

12" MIN. *

TOPSOIL OR AS DIRECTED

STAPLE 12" O.C. OR AS DIRECTED

OR AS DIRECTED

STAPLE 12" O.C.

OR AS DIRECTED

STAPLE 12" O.C.

2.5' *

6"

OVERLAPPING EDGE

ROLL OVERLAP

UPPER ROLLUNDERNEATH ROLL

STAPLE PATTERN

THE TOE OF SLOPE

KEY TRENCH IN AT

AS DIRECTED

PIN/STAPLE OR TWIST PIN

* USE THE MINIMUM DIMENSIONS SHOWN OR AS RECCOMENDED BY THE MANUFACTURER.

OVERLAPPING EDGE

OR AS DIRECTED

STAPLE 12" O.C.

TOP OF SLOPE

COVERED EDGE

MATTING

EROSION CONTROL

OVERLAPPING EDGEAS DIRECTED

TOPSOIL OR

OR AS DIRECTED

STAPLE 12" O.C.

6" MIN. *

COVERED EDGE

MATTING

EROSION CONTROL

AS DIRECTED

TOPSOIL OR

6" MIN. *

FLOW

* SEE NOTE 1

2.5' *

SECTION A SECTION B SECTION C

C

SECTION D

B

D

A

M. MANCINI A. CIRIELLO

03.07

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DBL. YELLOW

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85'

86'

87'

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MISCELLANEOUS DETAIL

TRANSPORTATION

COORDI

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G

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84'

85'

71'

SEDIMENTATION CONTROL SYSTEM

GRADING LIMIT

SEE SUBSET 06 - UTILITY - SANITARY SEWER

R-B END ANCHORAGE - TYPE II

THRIE BEAM ATTACHMENT

WINGWALL 1A

LOCATION (BY OTHERS)

OVERHEAD UTILITY

PERMANENT

CHAIN LINK FENCE

BRIDGE RAIL (HANDRAIL)

BRIDGE PARAPET WITH METAL

(ROUTE 313)

RIVER STREET �

GRADING ENLARGEMENT PLAN

SCALE: 1:5

40+00 40+50

M. MANCINI A. CIRIELLO

03.08

99 REALTY DRIVE

CHESHIRE, CT 06410

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

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DESIGNER/DRAFTER: M. MANCINI CHECKED BY: A. CIRIELLO

EXISTING CONDITIONS

TRANSPORTATION

N=705180.497

E=910261.043

RAN D-4410 (MON)

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40' 80'

ADDITIONAL SURVEY CONTROL POINTS AT BROAD STREET INTERSECTION. NOTE:

LEGEND

FEMA 100-YR FLOOD (CALCULATED)

FEMA 500-YR FLOOD (CALCULATED)

ORDINARY HIGH WATER

FEMA FLOODWAY

03.10

99 REALTY DRIVE

CHESHIRE, CT 06410

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LEGEND

TRAFFIC LEVEL 3 OVERLAY

2" FINE MILLING / 2" PMA S0.5 OVERLAY

SEDIMENT CONTROL SYSTEM AT CATCH BASIN

CONCRETE SIDEWALK

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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SIGNATURE BLOCK: DRAWING TITLE:

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ROADWAY PLAN

TRANSPORTATION

RIVER STREET (ROUTE 313)

NOTES

2. ALL PROPOSED CATCH BASIN GRATES SHALL BE TYPE A.

RECONSTRUCTION.

TO STA. 37+00 SHALL NOT BE BLOCKED BY THE NEW SIDEWALK

1. WEEP HOLES WITHIN EXISTING RETAINING WALL BETWEEN STA. 36+00

NAUGATUCK RIVER

T.F. = 85.14

(SANITARY)

RESET MANHOLE

(STA. 36+00 TO 36+80)

OF CONCRETE CURBING

BEGIN IN-KIND REPLACEMENT

SIDEWALK WIDTH

MATCH EXISTING

45' - 15" R.C. PIPE - 0'-10' DEEP

M A

T C

H M

A R

K

S T A .0

S

E E S

H E E T P

L N

CONCRETE SIDEWALK

+30

)SEE SUBSET 04 STRUCTURESRW-101 (

550.000'R

315.930'L

162.456'T

10°25'02.7"D

32°54'42.1"DELTA

38+73.13PI

CURVE NO.1

CURVE NO. 1

M. MANCINI A. CIRIELLO

SYSTEM

SEDIMENTATION CONTROL

ESTABLISHMENT - LAWN (TYP.)

TOPSOIL AND TURF

INV. = 81.30 (N)

INV. = 81.20 (S)

INV. = 83.62(SW)

T.G. = 85.55

TYPE 'C' CB - 0'-10' DEEP

1" = 20'

HORIZONTAL SCALE

20 40

6" OUTLET FOR UNDERDRAIN INV. = 81.50(W)

INV. = 81.40(S)

T.G. = 85.48

TYPE 'C' CB - 0'-10' DEEP

107' - 15" R.C. PIPE - 0'-10' DEEP

60' - 15" R.C. PIPE - 0'-10' DEEP

INV. = 77.70

15" REINFORCED CONCRETE DRAINAGE PIPE END

SAWCUT AND MATCH EXISTING

N 704858.42, E 910271.62

STA. 36+00

BEGIN MILL & OVERLAY

STATE PROJECT NO. 0124-0165

PROJECT LIMITS

INTERMEDIATE RIPRAP (TYP.)

12'

SEDIMENTATION CONTROL SYSTEM

REMOVE EXISTING PIPE

(REPLACE EXISTING PROCESSED AGGREGATE)

37.5' - REMOVE AND RESET METAL BEAM RAIL

INV. = 82.00(N)

INV. = 82.10(S)

T.G. = 85.45

TYPE II - 0'-10' DEEP

TYPE 'C-M' CB DOUBLE GRATE

INV. = 82.80(N)

T.G. = 85.64

TYPE II - 0'-10' DEEP

TYPE 'C-M' CB DOUBLE GRATE

INV. = 81.60(E)

T.G. = 84.31

TYPE 'C-L' CB - 0'-10' DEEP

15' - 15" R.C. PIPE - 0'-10' DEEP

INV. = 80.60(E)

INV. = 81.00 (S)

INV. = 80.70(N)

T.G. = 85.41

- 0'-10' DEEP

(4' SUMP)

TYPE 'C' CB

31' - 15" R.C. PIPE - 0'-10' DEEP

34' - 15" R.C. PIPE - 0'-10' DEEP

(SEE ROADWAY CROSS SECTIONS)

(NO SEPARATE PAYMENT)

GRASS-LINED SWALE

"C-L" CB IN A SAG

PAVED APRON FOR

4' 4'

+80

BASIN (STA. 36+88) (NO SEPARATE PAYMENT)

(STA. 36+80) TO 6" CURB REVEAL AT CATCH

TRANSITION FROM EXISTING CURB REVEAL

(STA. 36+00 TO 36+80)

REPLACE EXISTING CONCRETE SIDEWALK IN-KIND

03.11

99 REALTY DRIVE

CHESHIRE, CT 06410

C

L

P

C L

P

C L

P

C L

. 3

P

V

D

2" GAS LINE (ABANDONED)

24" CONC. SAN SEWER

24"

CONC.

SA

N S

EWER

T

IL

E

" T

IL

E

TF

.9

S A

N M

H

IN

V O

U T(S

.3

IN

V

IN

(S

W

.0

IN

V

IN

(N

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C

.3

IN

V

IN

(N

E " C

I)= .4

TF

.0

S A

N M

H

IN

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E

.3

IN

V

IN

(N

W

.6

TF

.4

S A

N M

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LIN

E

TF

.7

S A

N M

H

TF

.8

S A

N M

H

" R

C P

F L=

.1

(ABANDONED)

8" SAN SEWER

(ABANDONED)

8" SAN SEWER

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

R A

N

C O

NC

. C

URB

E.BIT

E.BIT

CONC. CURB

E S

MBR

#01585

BRIDGE

2" GAS LINE

E S

MBR

W E L L S

M O

N

A P P L E

" C

R A

B

TR

A

IL

E R

C O

N S T.

S

TO

R A

G E

E Q

U

IP

M E N

T

C O

N S T.

E S

N O

P

O L E

E S

S U P . P

O L E

W E L L S

M O

N

FENCE

CH. LINK

R A

IL

W

IR

E R

O P

E

RAIL

WIRE ROPE

-3 -2

L

IM

ITS

O

F N

E W P

A V

E M

E N

T

S L O

P E

R

IP

R

A P

CONC.

BIT.

8" WATER MAIN

NAUGATUCK RIVER

L

IT

T L E R

IV

E R

V O

L . 6

P

G . 1

R

IV

E R S

TR

E E T

B A

N K S

TR

E E T, L

L C

V O

L . 6

P

G . 1

R

IV

E R S

TR

E E T

C T S

TO

R

A G

E P

A R

TN

E R S , L

L C

N F

WG

HH

WG

A

PPRO

X. H

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A

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L

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C L

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C L

P

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. 3

P

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D

39+0

40+00 41+00

42+00 N31°02'54.2"E

82.57'

E

.1

N

.3

.1

.5

N

.5

.6

.3

N

.2

.2

P

COORDI

NATE

G

RI

D

CUT BITUMINOUS CONCRETE PAVEMENT

SEDIMENT CONTROL SYSTEM AT CATCH BASIN

LEGEND

TRAFFIC LEVEL 3 OVERLAY

2" FINE MILLING / 2" PMA S0.5 OVERLAY

MEMBRANE WATERPROOFING

1" MIN. HMA S0.25 TRAFFIC LEVEL 2 /

2" PMA S0.5 TRAFFIC LEVEL 3 ON

REMOVAL OF EXISTING WEARING SURFACE /

(ROUTE 31

3)RIVER ST

REET

CURVE NO. 1

CURVE NO. 2

UTILITY TEST PIT DATA (WATER)

CONCRETE SIDEWALK

I

P

SCHEDULE OF RIGHTS AND EASEMENTS

OF OVERHEAD UTILITIES REQUIRED

SEEDING ANY DISTURBED AREAS; AND TEMPORARY RELOCATION

AND SEDIMENTATION AND EROSION CONTROL; GRADING AND

PARTIAL WINGWALL RECONSTRUCTION; INSTALLATION OF RIPRAP

WORK AREA FOR THE WIDENING OF BRIDGE NO. 01585 AND

CONSTRUCTION EASEMENT FOR THE PURPOSE OF PROVIDING A

METAL BEAM RAIL AND END ANCHORAGE ACQUIRED

EASEMENT TO INSTALL, CONSTRUCT AND MAINTAIN

I P

FULL DEPTH ROADWAY RECONSTRUCTION

NO. 3

CURVE

' 1

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

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ROADWAY PLAN

TRANSPORTATION

D

IA

L

R A

D

NOTES

2. ALL PROPOSED CATCH BASIN GRATES SHALL BE TYPE A.

RECONSTRUCTION.

TO STA. 37+00 SHALL NOT BE BLOCKED BY THE NEW SIDEWALK

1. WEEP HOLES WITHIN EXISTING RETAINING WALL BETWEEN STA. 36+00

THRIE-BEAM ATTACHMENT GUIDERAIL

JOINT SYSTEM (TYP.)

ASPHALTIC PLUG EXPANSION

WINGWALL 2A RECONSTRUCTION (SEE SUBSET 04 STRUCTURES)

THRIE-BEAM ATTACHMENT GUIDERAIL

M A

T C

H M

A R

K S

T A . 3

.0

S

E E S

H E E T P

L N

N 705404.75, E 910430.64

STA. 41+85.00

END FULL DEPTH RECONSTRUCTION

END CONCRETE CURBING

5' CONCRETE SIDEWALK

R-B END ANCHORAGE (TYPE II)

CONCRETE DRIVEWAY RAMP

)SUBSET 04 STRUCTURESBRIDGE NO. 01585 WIDENING (SEE

R-B END ANCHORAGE (TYPE II)

RELOCATE WATER MAIN (SEE SUBSET 07 UTILITY - AWC)

550.000'R

315.930'L

162.456'T

10°25'02.7"D

32°54'42.1"DELTA

38+73.13PI

CURVE NO. 1

1004.281'R

143.082'L

71.662'T

05°42'18.6"D

08°09'47.0"DELTA

41+80.83PI

CURVE NO. 2

SEDIMENTATION CONTROL SYSTEM

SANITARY SEWER)

(SEE SUBSET 06 UTILITY -

RELOCATED SANITARY SEWER

(±100 LF)END REMOVAL OF CHAINLINK FENCE (STA. 42+48)

A. CIRIELLOM. MANCINI

INV. = 84.25

T.G. = 87.76

- 0'-10' DEEP

TYPE 'C' CB (4' SUMP)

INV. = 84.10'

8' - 12" R.C. PIPE - 0'-10' DEEP

W5

CTDOT BOUNDARY MARKER (SURVEY MONUMENT)

END CONCRETE CURBING

BEGIN CONCRETE CURBING

(SEE ENLARGED GRADING PLAN MDS-05)

(PAID FOR UNDER EARTH EXCAVATION)

REMOVE BITUMINOUS CONCRETE PAVEMENT

TOPSOIL AND TURF ESTABLISHMENT - LAWN (TYP.)

1" = 20'

HORIZONTAL SCALE

20 40

CONCRETE SIDEWALK RAMP (TYPE 32)

CONCRETE SIDEWALK RAMP (TYPE 32)

LIMIT OF PROPOSED CONSTRUCTION EASEMENT

UNDER CTDOT 0124-0172 (APPROXIMATE) (NO SEPARATE PAYMENT)

PROTECT EXISTING 2-INCH BLOW-OFF INSTALLED

(SEE SUBSET 07 UTILITY - AWC)

8-INCH DIP WATER MAIN UNDER SANITARY SEWER

BITUMINOUS CONCRETE DRIVEWAY (COMMERCIAL)

GAS SERVICE (PAID FOR UNDER REMOVAL OF SUPERSTRUCTURE)ABANDONED REMOVE

CONCRETE SIDEWALK RAMP (TYPE 32)

CONCRETE SIDEWALK RAMP (TYPE 32)

CONCRETE DRIVEWAY RAMP

BITUMINOUS CONCRETE DRIVEWAY (COMMERCIAL)

BEGIN REMOVAL OF CHAINLINK FENCE (STA. 41+48) (±100 LF)

125'±

SAWCUT AND MATCH EXISTING

N 705461.32, E 910473.94

STA. 42+56.25

STATE PROJECT NO. 0124-0165

PROJECT LIMITS

213.000'R

82.509'L

41.778'T

26°53'57.9"D

22°11'40.3"DELTA

42+93.03PI

CURVE NO. 3

+62

+50

+33

+91

STANDARD RIPRAP (SEE SUBSET 04 STRUCTURES FOR DETAIL)

+03

86'± 21'±

EXISTING MATERIAL DEPOSITION FROM 2024 FLOOD

25' - CHAIN LINK FENCE

27' - REMOVE CABLE GUIDE RAIL

(NO SEPARATE PAYMENT FOR REMOVAL OF IMPACT ATTENUATOR)

32' - REMOVE METAL BEAM RAIL (TYPE R-B 350)

TEMPORARY UTILITY POLE (BY OTHERS)

WITH GAS COMPANY (NO SEPARATE PAYMENT)

- CONTRACTOR TO VERIFY EXACT LOCATION

GAS MAIN CUT/CAPPED AT NORTH SIDE OF BANK STREET

RELOCATE UTILITY POLE (BY OTHERS)

RELOCATE UTILITY POLE (BY OTHERS)

+49

+28

03.12

99 REALTY DRIVE

CHESHIRE, CT 06410

35+00

35+00

36+00

36+00

37+00

37+00

38+00

38+00

39+00

39+00

40+00

40+00

41+00

41+00

42+00

42+00

43+00

43+00

60 60

70 70

80 80

90 90

100 100

.2

E L

P V

T S

T A

1 8

.8

E L

P V

T S

T A

.3

E L

P V

C S

T A

.2

E L

P V

C S

T A

+0.27%S=

+1.84

S=

.2

E L

P V

I S

T A

.8

E L

P V

I S

T A

.4

E L

P V

I S

T A

.5

E L

P V

I S

T A

M. MANCINI A. CIRIELLO

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

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ROADWAY PROFILE

TRANSPORTATION

K = 51.17

L = 80'-0"

K=165.00

L=30'-0"

S = 2.02%

BRIDGE 01585

TYPE 'C' CB (4' SUMP) - 0'-10' DEEP

STA. 41+41

S=1.9%

8' - 12" R.C. PIPE - 0'-10' DEEP

(SEE SUBSET 07 - AWC)

8" DIA. WATER MAIN

RELOCATED

TYPE 'C' CB (4' SUMP) - 0'-10' DEEP

STA. 36+90

TYPE 'C' CB - 0'-10' DEEP

STA. 38+00

TYPE 'C-L' CB - 0'-10' DEEP

STA. 38+50

MILL & OVERLAY

FULL DEPTH RECONSTRUCTION

EXISTING GROUND

FINISHED GRADE

MATCH EXISTING

N 705461.32, E 910473.94

STA. 42+56.25

STATE PROJECT NO. 0124-0165

PROJECT LIMITS

MATCH EXISTING

N 704858.42, E 910271.62

STA. 36+00

BEGIN MILL & OVERLAY

0124-0165

STATE PROJECT NO.

PROJECT LIMITS

TYPE II - 0'-10' DEEP

TYPE 'C-M' CB DOUBLE GRATE

STA. 36+11

TYPE II - 0'-10' DEEP

DOUBLE GRATE

TYPE 'C-M' CB

STA. 36+50

S=4.83%

60' - 15" R.C. PIPE - 0'-10' DEEP

S=0.22%

45' -15" R.C. PIPE 0'-10' DEEP

S=0.47%

0'-10' DEEP

107' - 15" R.C. PIPE

S=2.30%

31' - 15" R.C. PIPE - 0'-10' DEEP

S=2.90%

34' - 15" R.C. PIPE - 0'-10' DEEP

TYPE 'C' CB - 0'-10' DEEP

STA. 38+50

(SANITARY SEWER) (7'-0" DIA.)

DOGHOUSE MANHOLE

STA. 39+98

SEWER MAIN

EXISTING 24" RCP

S=1.0%

13' - 24" D.I.P. (SANITARY SEWER)

(5' DIAMETER)

DROP MANHOLE (SANITARY SEWER)

STA. 40+13

S=0.40%

(SANITARY SEWER)

46' - 8" SDR-35 PVC

60" I.D. MANHOLE (SANITARY SEWER)

STA. 41+45

S=1.4%

127' - 24" D.I.P. (SANITARY SEWER)

MILL & OVERLAY

S=0.08%

27' - 24" D.I.P. (SANITARY SEWER)

SPECIAL SANITARY MANHOLE (7'-0" DIA.)

STA. 41+69

SEWER MAIN

EXISTING 24" RCP

S=0.67%

15' - 15" R.C. PIPE - 0'-10' DEEP

HORIZONTAL SCALE IN FEET

40 80

VERTICAL SCALE IN FEET

4 8

03.13

99 REALTY DRIVE

CHESHIRE, CT 06410

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

36+00

E x

H ig h w a y

L in e

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

36+50

E x

P

.A .G

.E x

H ig h w a y

L in e

E x

H ig h w a y

L in e

E x

H ig h w a y

L in e

E x E

.O .P

E x E

.O .P

E x E

.O .P

E x E

.O .P

E x

G u id e R a il

E x

G u id e R a il

F lo o d w a y

F lo o d w a y

BL

MATCH EXISTING

E x P

.A .G

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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SIGNATURE BLOCK: DRAWING TITLE:

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CROSS SECTIONS

ROUTE 313 ROADWAY

TRANSPORTATION

Y e a r F lo o d p la in Y e a r F lo o d p la in

15" R.C. PIPE - 0'-10' DEEP

1" = 5'

HORIZONTAL SCALE

5' 10'

M. MANCINI A. CIRIELLO

(SANITARY)

24" CONC.

(SANITARY)

24" CONC.

REMOVE 15" CIPP

SHOWN ON XSC 37+00)

(CONNECTION TO CB

15" R.C. PIPE - 0'-10' DEEP

15" REINFORCED CONCRETE DRAINAGE PIPE END

INTERMEDIATE RIPRAP

INV. = 82.80(N)

T.G. = 85.64

TYPE II - 0'-10' DEEP

TYPE 'C-M' CB DOUBLE GRATE

STA. 36+11

15" R.C. PIPE - 0'-10' DEEP

EXISTING WALL

EXISTING WALL

INV. = 82.80(N)

INV. = 82.10(S)

T.G. = 85.45

TYPE II - 0'-10' DEEP

TYPE 'C-M' CB DOUBLE GRATE

STA. 36+50

AND ELEVATION

SIDEWALK SLOPE

MATCH EX.

INTERMEDIATE RIPRAP

AND ELEVATION

SIDEWALK SLOPE

MATCH EX.

MATCH EXISTINGMATCH EXISTING

-6.0%

-5.0%

03.14

99 REALTY DRIVE

CHESHIRE, CT 06410

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

37+00

E x E

.O .P

E x

H ig h w a y

L in e

E x

G u id e R a il

E x H ig h w a y L in e

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

37+50

E x E

.O .P

E x

H ig h w a y

L in e

E x

G u id e R a il

E x

H ig h w a y

L in e

E x E

.O .P

BL

BL

.4

.6

E x

P

.A .G

E x

P

.A .G

Y e a r F lo o d p la in

F lo o d w a y

Y e a r F lo o d p la in

F lo o d w a y

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-02

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CROSS SECTIONS

ROUTE 313 ROADWAY

TRANSPORTATION

x E

.O .P

2'

1" = 5'

HORIZONTAL SCALE

5' 10'

(SEE SHEET STR-03)

RETAINING WALL 101

(SEE SHEET STR-03)

RETAINING WALL 101

12:1

12:1

M. MANCINI A. CIRIELLO

(OUTLET SHOWN ON XSC 36+50)

15" R.C. PIPE - 0'-10' DEEP

(SANITARY)

24" CONC.

(SANITARY)

24" CONC.

1.5%

1.5%

-0.3%

2.2%

INV. = 80.60(E)

INV. = 81.00 (S)

INV. = 80.70(N)

T.G. = 85.41

TYPE 'C' CB (4' SUMP) - 0'-10' DEEP

STA. 36+90

- 0'-10' DEEP

15" R.C. PIPE

1:1 MAX GRADE

4" TOPSOIL

TURF ESTABLISHMENT - LAWN

EROSION CONTROL MATTING - TYPE E

4:1 MAX

(MATCH EX. SLOPE)

4" TOPSOIL

TURF ESTABLISHMENT - LAWN

EROSION CONTROL MATTING - TYPE E

-4.8% MATCH EXISTING

MATCH EXISTING

03.15

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CHESHIRE, CT 06410

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E x E

.O .P

E x

H ig h w a y

L in e

E x E

.O .P

E x

G u id e R a il

E x

H ig h w a y

L in e

F lo o d w a y

38+50

E x H ig h w a y L in e

E x

G u id e R a il

E x E

.O .P

L in e

H ig h w a y

E x E

.O .P

F lo o d w a y

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

39+00

E x E

.O .P

E x

H ig h w a y

L in e

E x

G u id e R a il

E x

H ig h w a y

L in e

E x E

.O .P

F lo o d w a y

BL

BL

BL

.5

.4

.6

E x

P

.A .G

E x P

.A .G

E x P

.A .G

Y e a r F lo o d p la in

Y e a r F lo o d p la in

Y e a r F lo o d p la in

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/9/2026

SIGNATURE BLOCK: DRAWING TITLE:

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ROUTE 313 ROADWAY

TRANSPORTATION

Y e a r F lo o d p la in

Y e a r F lo o d p la in

Y e a r F lo o d p la in

1" = 5'

HORIZONTAL SCALE

5' 10'

M. MANCINI A. CIRIELLO

INV. = 81.30 (N)

INV. = 81.20 (S)

INV. = 83.62 (SW)

T.G. = 85.55

TYPE 'C' CB - 0'-10' DEEP

STA. 38+00

(SANITARY)

24" CONC.

(SANITARY)

24" CONC.

(SANITARY)

24" CONC.

1.5%

1.5%

1.5%

3.7%

3.8%

3.1%

INV. = 81.50(W)

INV. = 81.40(S)

T.G. = 85.48

TYPE 'C' CB - 0'-10' DEEP

STA. 38+50

15" RCP

(PARTIALLY DEMOLISHED)

60" RCP

(ON PILES)

WING TYPE ENDWALL

STA. 38+88

4:1

15" R.C. PIPE - 0'-10' DEEP

15" R.C. PIPE - 0'-10' DEEP

3:1

INV. = 81.60(E)

T.G. = 84.31

TYPE 'C-L' CB - 0'-10' DEEP

STA. 38+50

EROSION CONTROL MATTING - TYPE E

MATCH EXISTING SLOPE

15" R.C. PIPE - 0'-10' DEEP

6" OUTLET FOR UNDERDRAIN

12:1

12:1

12:1

12:1

4:1

PAVED APRON

EROSION CONTROL MATTING - TYPE E

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

03.16

99 REALTY DRIVE

CHESHIRE, CT 06410

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

39+50

E x E

.O .P

E x

H ig h w a y

L in e

E x E

.O .P

E x

G u id e R a il

E x

H ig h w a y

L in e

F lo o d w a y

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

40+00

E x B r id g e P a r a p e t

E x E

.O .P

E x E

.O .P

E x

H ig h w a y

L in e

E x

H ig h w a y

L in e

F lo o d w a y

BL

BL

.5

.3

E x P

.A .G

E x P

.A .G

Y e a r F lo o d p la in

Y e a r F lo o d p la in

Y e a r F lo o d p la in

.8

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ROUTE 313 ROADWAY

TRANSPORTATION

Y e a r F lo o d p la in

Y e a r F lo o d p la in

1" = 5'

HORIZONTAL SCALE

5' 10'

A. CIRIELLOM. MANCINI

WATER MAIN

RELOCATED 8" DIA.

WATER MAIN

RELOCATED 8" DIA.

MATCH EXISTINGINV. = ±76.28 (S)

INV. = 76.28 (NE)

T.F. = 85.60

(SANITARY SEWER) (7'-0" DIA.)

DOGHOUSE MANHOLE

STA. 39+98

(SANITARY)

24" CONC.

1.5%

1.5%

(SANITARY)

24" CONC.

INV. = 77.20 (NW)

INV. = 76.41 (SW)

INV. = 81.27 (NE)

T.F. = 85.47

(5' DIAMETER)

(SANITARY SEWER)

DROP MANHOLE

STA. 40+13

(SANITARY)

24" D.I.P.

8.0%

R=45' 2.0%

(SANITARY)

8" SDR-35 PVC(SANITARY)

24" D.I.P.

16" DROP

-0.4% -3.5%3:1

MATCH EXISTING

03.17

99 REALTY DRIVE

CHESHIRE, CT 06410

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

40+50

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

40+75

E x E

.O .P

E x E

.O .P

ELEV. 85.05

100-YEAR WATER SURFACE

F lo o d w a y

Y e a r F lo o d p la in

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

40+10

(SANITARY SEWER)

24" DIP

F lo o d p la in

Y e r

95 95 x

H ig h w a y

L in e

P a r a p e t

E x B r id g e

E

.O .P

E x E

.O .P

BL

E x

P

.A .G

E x

H ig h w a y

L in e

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E

.O .P

E x

P

.A .G

BL

BL

F lo o d p la in

Y e r

1" = 5'

HORIZONTAL SCALE

5' 10'

(SEE SHEET STR-09)

TYPICAL BRIDGE SECTION

RELOCATED 24" DIA. SEWER MAIN

WATER MAIN

RELOCATED 8" DIA. INSULATED

A. CIRIELLOM. MANCINI

EL. 86.37

WATER MAIN

RELOCATED 8" DIA.

(SANITARY)

REMOVE 24" D.I.

(SANITARY)

REMOVE 24" D.I.

RELOCATED 24" DIA. SEWER MAIN

WATER MAIN

RELOCATED 8" DIA.

(SANITARY)

REMOVE 24" C.I.

1.5%

1.5%

1.5%

12:1

0.0%

EL. 85.03

-0.8% -3.3%

12:1

EL 86.37

EL 86.83

-2.7%

-0.42% -2.66%

EXISTING ABUTMENT

2:1

2:1

03.18

99 REALTY DRIVE

CHESHIRE, CT 06410

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41+25

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

41+50

E x B r id g e P a r a p e t

E x E

.O .P

E x

H ig h w a y

L in e

E x W in g W a ll

E x E

.O .P

E x

H ig h w a y

L in e

E x B r id g e P a r a p e t

E .O

.P

E x

E x

H ig h w a y

L in e

E x E

.O .P

E x

H ig h w a y

L in e

F lo o d w a y

BL

BL

.7

.9

100-Year Floodplain

Y e a r F lo o d p la in

12" RCP

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

41+00

E x E

.O .P

ELEV. 85.05

100-YEAR WATER SURFACE

E x B r id g e P a r a p e t

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BL

x E

.O .P

E x

P

.A .G

E x P

.A .G

E x P

.A .G

C O

N S

T R

U C

T

IO

N E

A S

E M

E N

T

Y e a r F lo o d p la in

Y e a r F lo o d p la in

1" = 5'

HORIZONTAL SCALE

5' 10'

WINGWALL ELEVATION)

(SEE STR-07 FOR

WINGWALL 2A

A. CIRIELLOM. MANCINI

WATER MAIN

RELOCATED 8" DIA.

WATER MAIN

RELOCATED 8" DIA.

INV. = 84.25

T.G. = 87.76

0'-10' DEEP(4' SUMP) -

TYPE 'C' CATCH BASIN

STA. 41+41

SEWER MAIN

RELOCATED 24" DIA.

(SANITARY)

24" D.I.P.

INV. = 83.08 (SW)

INV. = 83.08 (N)

T.F. = 87.96

60" I.D. MANHOLE (SANITARY SEWER)

STA. 41+45

SEWER MAIN

RELOCATED 24" DIA.

WATER MAIN

RELOCATED 8" DIA. INSULATED

(SANITARY)

REMOVE 24" D.I.

SEWER MAIN

RELOCATED 24" DIA.

1.5%

1.5%

1.5%

INV. = 83.10 (S)

MATCH EXISTINGINV. = ±83.10 (NE)

T.F. = 88.30

SPECIAL SANITARY MANHOLE (7'-0" DIA.)

STA. 41+69

24" (SANITARY) @ 41+41

STANDARD RIPRAP

41+48

REMOVE 8" STEEL WATER MAIN

W-5

41+48

REMOVE 24" DUCTILE IRON (SANITARY)

W-5

41+48

REMOVE 2" PLASTIC GAS MAIN (ABANDONED)

W5

18" MIN.

-0.2% 2.3%

REMOVE 24" D.I. (SANITARY)

EL. 87.19

-2.4% -1.5%

EL. 87.315

EL. 86.61

-2.97% 0.5%

EXISTING ABUTMENT

1:1

03.19

99 REALTY DRIVE

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42+00

E x

G u id e R a il

E x E

.O .P

E x

H ig h w a y

L in e

E x C h a in li n k F e n c e

F lo o d w a y

BL

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.P

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42+50

BL

E x E

.O .P

E x

G u id e R a il

E x

H ig h w a y

L in e

E x C h a in li n k F e n c e

P R

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C T

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E x E

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P R

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C T

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BL

x E

.O .P

P R

O J E

C T

2 U N

D

N S

T R

U C

T E

D E

.O .P

E x

G u id e R a il

E x

H ig h w a y

L in e

C O

N S

T R

U C

T

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N E

A S

E M

E N

T

C O

N S

T R

U C

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IO

N E

A S

E M

E N

T

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

42+40

E x E

.O .P

R

IG

H T

T O

R E

C O

N S

T R

U C

T

D R

IV

E

W A

Y L

IM

IT

1" = 5'

HORIZONTAL SCALE

5' 10'

A. CIRIELLOM. MANCINI

WATER MAIN

RELOCATED 8" DIA.

(SANITARY)

24" CONC.

UNDER PROJECT 0124-0172

SIDEWALK CONSTRUCTED

EL. 88.72

1.5%

WATER MAIN

RELOCATED 8" DIA.

(SANITARY)

24" CONC.

UNDER PROJECT 0124-0172

SIDEWALK CONSTRUCTED

1.5%3.5% EL. 89.94

UNDER PROJECT 0124-0172

SIDEWALK CONSTRUCTED

EL. 89.44

(SANITARY)

24" CONC.

WATER MAIN

RELOCATED 8" DIA.

10.7% 2.0%

0.24%

MATCH EXISTINGMATCH EXISTING

MATCH EXISTING MATCH EXISTING

MATCH EXISTINGMATCH EXISTING

03.20

99 REALTY DRIVE

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