2223-085_PROJECT_PLANS.pdf

PDF 6 MB Posted May 25, 2023

Attached to: HILLIARD STREET SIDEWALK EXTENSION (ADAMS STREET TO DUVAL STREET)
Solicitation number: 22/23-85
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · May 11, 2025

The document is a detailed set of engineering design plans for the Hilliard Street Sidewalk Installation project, prepared by the Town of Manchester, Connecticut's Public Works Department Engineering Division. The project involves constructing a new sidewalk on Hilliard Street, extending from Adams Street to Duval Street, as part of the Community Development Block Grant (CDBG) Program in May 2023. The seven-page plan set includes comprehensive technical drawings showing location maps, site plans, typical sections, construction details, traffic control signal plans, and specific design specifications for sidewalk installation, pavement repairs, curbing, ramps, and associated infrastructure improvements.

The project includes multiple technical elements such as 5" concrete sidewalk installation, concrete driveway aprons, extruded concrete curbs, sidewalk ramps conforming to Connecticut Department of Transportation (CTDOT) standards, traffic signal assemblies with Rectangular Rapid Flashing Beacons (RRFB), utility adjustments, and landscaping restoration. Funding for the project is derived from the Community Development Block Grant Program, indicating potential federal housing and urban development support. The design standards follow the Town of Manchester Public Improvement Standards, with an effective date of October 31, 2020, and incorporate specific engineering specifications for materials, construction methods, and accessibility requirements.

View the file

Other files

File	Type	Posted
CDBG_REQUIREMENTS.pdf	PDF	May 25, 2023
2223-085_PROJECT_TECHNICAL_SPECIFICATIONS.pdf	PDF	May 24, 2023
Town_of_Manchester_Traffic_Control_Ordinance_(2020-01-23).pdf	PDF	May 24, 2023
Town_of_Manchester_Labor_and_Materials_Payment_Bond.pdf	PDF	May 24, 2023
State_Prevailing_Wage_Rates.pdf	PDF	May 24, 2023
Prevailing_Wage_Notes_and_Certification_Form.pdf	PDF	May 24, 2023
Federal_Wage_Rates.pdf	PDF	May 24, 2023
Town_of_Manchester_Working_Days_Calendar_and_Reporting_Form.pdf	PDF	May 24, 2023
Town_of_Manchester_Performance_Bond.pdf	PDF	May 24, 2023
Connecticut_Natural_Gas_Requirements.pdf	PDF	May 24, 2023
Town_of_Manchester_2023_Holiday_Calendar.pdf	PDF	May 24, 2023
Town_of_Manchester_Contract_(Blank).pdf	PDF	May 24, 2023
DWSRF_Contracting_Requirements.pdf	PDF	May 10, 2023
Special_Provisions_-_DBE_Requirements_for_Federal_Funded_Projects.pdf	PDF	May 10, 2023
Contract_langauge_-_municipal_projects-_CHRO.pdf	PDF	May 10, 2023
CTDOT_Pre-Award_DBE_Approval_Request_Form.pdf	PDF	May 10, 2023
Required_Provisions_-_FHWA_funded_projects.pdf	PDF	May 10, 2023

Show all 17

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2022105

HILLIARD STREET

MANCHESTER, CT

HILLIARD STREET

SIDEWALK INSTALLATION

COMMUNITY DEVELOPMENT BLOCK

GRANT PROGRAM

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 7

PLAN

2022105PLAN.DWG

R :\P ro je ct \P ub lic

W or ks \2

H ill ia rd

S t S id ew al k

Ex t (

A da m s t o D uv al

D B

G \P ro j\2

A N

.d w g, /2 4/

P M

, b ka la ns ur iy a

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 30" Rcp (GIS-San)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text DMH Tf=102.5 Inv In(NE)=96.3(GIS) Inv In(NW)=(Unknown) Inv Out(SW)=96.3(GIS)

AutoCAD SHX Text DMH Tf=97.7 Inv In(NE)=90.9(GIS) Inv Out(SW)=90.8(GIS)

AutoCAD SHX Text Type 'CL' CB Tf=96.2 Inv Out(NW)=91.4(GIS)

AutoCAD SHX Text DMH Tf=96.2 Inv In(NE)=90.7(GIS) Inv In=(SE)=91.1(GIS) Inv Out(SW)=90.9(GIS)

AutoCAD SHX Text DMH Tf=90.8 Inv In(NE)(12")=87.1(GIS) Inv In(NE)(24")=86.4(GIS) Inv Out(SW)=86.4(GIS)

AutoCAD SHX Text DMH Tf=91.0 Inv Out(SW)=87.9

AutoCAD SHX Text Type 'C' CB Tf=90.8

AutoCAD SHX Text SMH Tf=98.0 Inv In=87.5(GIS) Inv Out=87.4(GIS)

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Gran. Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text Brick Walk

AutoCAD SHX Text Stone Retaining Wall

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text (GIS-Stm) 15"Rcp

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 12"Rcp(Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text Concrete Apron

AutoCAD SHX Text "Private Property" Sign

AutoCAD SHX Text "Ped. Prohibited" Sign

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text "Private Property" Sign

AutoCAD SHX Text "Speed Limit" Sign

AutoCAD SHX Text "Visitor Parking" Sign

AutoCAD SHX Text "Ped. Crossing"Sign

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text "Timken" Sign

AutoCAD SHX Text N/F 586 Hilliard St. LLC #301 Adams Street

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text Benchmark Drill Hole In Conc. Sidewalk (Traverse #113) Elev.=91.21

AutoCAD SHX Text N/F 586 Hilliard St. LLC #586 Hilliard Street

AutoCAD SHX Text N/F Hilliard 586 LLC #591 Hilliard Street

AutoCAD SHX Text Bituminous Parking

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Parking

AutoCAD SHX Text Adams Street

AutoCAD SHX Text Hilliard Street

AutoCAD SHX Text Light

AutoCAD SHX Text Bushes

AutoCAD SHX Text 18" Tree

AutoCAD SHX Text 20" Tree

AutoCAD SHX Text 18" Oak

AutoCAD SHX Text 14" Oak

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Frontier 3340 (New) W/ Conduit

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Bush

AutoCAD SHX Text Approx. Underground Elec.

AutoCAD SHX Text 6" Weeping Cherry

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text Bushes

AutoCAD SHX Text Light

AutoCAD SHX Text Planter

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Snet 3337 W/ Conduit

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Light

AutoCAD SHX Text Snet 3340 (Old) W/ Conduit

AutoCAD SHX Text Bush

AutoCAD SHX Text Approx. Underground Tele.

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Gate

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Conduit

AutoCAD SHX Text Snet 3339

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text AT&T 4999 W/ Conduit

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

CMS

AutoCAD SHX Text

CL&P 4219

AutoCAD SHX Text SMH Tf=91.7 Inv In=86.5(GIS) Inv Out=82.4(GIS)

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text 6" CIP (Aband)

AutoCAD SHX Text

12" CLDIP (GIS)

AutoCAD SHX Text 6" CIP (Aband)

AutoCAD SHX Text 4" Steel (Gas)

AutoCAD SHX Text 8" Steel (Gas)

AutoCAD SHX Text 6" CIP (Aband)

AutoCAD SHX Text

12"CLDIP(GIS)

AutoCAD SHX Text 4" Steel (Gas)

AutoCAD SHX Text Snet 3341 W/ Conduit

AutoCAD SHX Text Crushed Stone

AutoCAD SHX Text

CMS

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Street Line

AutoCAD SHX Text Sign

AutoCAD SHX Text Easement In Favor of The Town of Manchester For Highway Purposes (Vol. 584 Page 199 M.L.R.)

AutoCAD SHX Text Conc. Vault

AutoCAD SHX Text Irrigation Control valve

AutoCAD SHX Text Span Pole

AutoCAD SHX Text Overhead Utilities(Typ)

AutoCAD SHX Text Street Line

AutoCAD SHX Text N/F 586 Hilliard St. LLC #313 Adams Street

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text

AutoCAD SHX Text 12" Pipe (Material Unknown) (GIS-Storm)

AutoCAD SHX Text BEGIN 5" CONCRETE SIDEWALK AND CURB MONOLITHIC (5.5' WIDE). MATCH EXISTING SIDEWALK (STA 0+16)

AutoCAD SHX Text END 5" CONCRETE SIDEWALK AND CURB MONOLITHIC (5.5' WIDE). BEGIN 5" CONCRETE SIDEWALK (5' WIDE) TRANSITION AROUND UTILITY POLE (STA 0+31)

AutoCAD SHX Text END 5" CONCRETE SIDEWALK. BEGIN 5" CONCRETE SIDEWALK AND CURB MONOLITHIC (5.5' WIDE) (STA 0+80)

AutoCAD SHX Text

8" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

RELOCATE SIGN

AutoCAD SHX Text

RESET VALVE BOX

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

REPLACE HYDRANT ASSEMBLY

AutoCAD SHX Text

RELOCATE SIGN

AutoCAD SHX Text

RELOCATE UTILITY POLE (BY OTHERS)

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 9)

AutoCAD SHX Text

REMOVE BRICK PAVERS AND REPLACE WITH 4" CONCRETE SIDEWALK (MATCH EXISTING WIDTH)

AutoCAD SHX Text

8" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

8" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

8" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

RELOCATE SIGN TO RRFB ASSEMBLY

AutoCAD SHX Text

PERMANENT PAVEMENT REPAIR (COLLECTOR ROAD)

AutoCAD SHX Text PROPOSED EASEMENT IN FAVOR OF THE TOWN OF MANCHESTER (2' BEHIND PROPOSED SIDEWALK)

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY (TYP.)

AutoCAD SHX Text

RECTANGULAR RAPID FLASHING BEACON

AutoCAD SHX Text 4" CONCRETE SIDEWALK AND CURB (7' WIDE. MATCH INTO EXISTING CONCRETE STEP) (PAY ITEM: "5" CONCRETE SIDEWALK AND CURB MONOLITHIC")

AutoCAD SHX Text

RELOCATE SIGN TO RRFB ASSEMBLY

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 15)

AutoCAD SHX Text

RECTANGULAR RAPID FLASHING BEACON

AutoCAD SHX Text

PROPOSED HIGHWAY PURPOSES EASEMENT IN FAVOR OF THE TOWN OF MANCHESTER

AutoCAD SHX Text

PROPOSED HIGHWAY PURPOSES EASEMENT IN FAVOR OF THE TOWN OF MANCHESTER

AutoCAD SHX Text

4" WHITE EPOXY PAVEMENT MARKING; SHOULDER WIDTH VARIES (2' MIN.)

AutoCAD SHX Text

RESTORE DISTURBED AREA WITH CRUSHED STONE

AutoCAD SHX Text

PERMANENT PAVEMENT REPAIR (COLLECTOR ROAD)

AutoCAD SHX Text

ADJUST GUY WIRE AS REQUIRED

AutoCAD SHX Text

EXTRUDED CONCRETE CURB (STA. 0+31 TO STA. 0+80)

AutoCAD SHX Text

EXTRUDED CONCRETE CURB

AutoCAD SHX Text

RESTORE DISTURBED LAWN AREA BEHIND SIDEWALK (TYP.)

AutoCAD SHX Text

SILT SACK IN CATCH BASIN (TYP.)

AutoCAD SHX Text

PROJECT FUNDING SIGN

AutoCAD SHX Text

REMOVE TREE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Pvc (GIS-San)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text SMH Tf=123.8 Inv In=115.1(GIS) Inv Out=114.8(GIS)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Pvc (GIS-San)

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text Type 'C' CB Tf=125.7 Inv Out(SW)= Unknown

AutoCAD SHX Text Type 'C' CB Tf=126.0 Inv Out(SW)=124.1(GIS)

AutoCAD SHX Text Type 'C' CB Tf=125.3 Inv In(NE)=Unknown Inv Out(S)=122.3(GIS)

AutoCAD SHX Text Type 'C' CB Tf=125.3 Inv In(NE)=Unknown Inv Out(NE)=119.3(GIS)

AutoCAD SHX Text DMH Tf=119.3 Inv In(NE)=113.6(12" Rcp) Inv In(NE)=115.0 Inv In(SE)=115.0 Inv Out(SW)=113.6

AutoCAD SHX Text SMH Tf=116.2 Inv In=108.0(GIS) Inv Out=107.9(GIS)

AutoCAD SHX Text SMH Tf=119.6 Inv=110.2(GIS)

AutoCAD SHX Text SMH Tf=122.6 Inv=110.6(GIS)

AutoCAD SHX Text SMH Tf=125.7 Inv In(N)=122.1(GIS) Inv In(E)=122.3(GIS) Inv In(SE)=118.8(GIS) Inv Out)W)=118.6(GIS)

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text SMH Tf=126.1 Inv In=118.9(GIS) Inv Out=118.8(GIS)

AutoCAD SHX Text 8" Maple

AutoCAD SHX Text 30" Sycamore

AutoCAD SHX Text 14" Dead Pine

AutoCAD SHX Text 8" Tw. Maple

AutoCAD SHX Text 10" Locust

AutoCAD SHX Text 40" Tree (Topped)

AutoCAD SHX Text 8" Maple

AutoCAD SHX Text 10" Maple

AutoCAD SHX Text 18" Stump

AutoCAD SHX Text 14" Stump

AutoCAD SHX Text 16" Tw. Oak

AutoCAD SHX Text 6" Locust

AutoCAD SHX Text 4" Locust

AutoCAD SHX Text 8" Stump

AutoCAD SHX Text 6" Stump

AutoCAD SHX Text Crushed Stone

AutoCAD SHX Text 6"x6" Wood Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text 24" Rcp (GIS-Stm)

AutoCAD SHX Text 30" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (GIS-Stm)

AutoCAD SHX Text 24"Rcp(GIS-Stm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text Type 'CL' CB Tf=119.6 Inv In(NE)=110.7 Inv Out(SW)=110.9

AutoCAD SHX Text 15" Rcp (Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (GIS-Storm)

AutoCAD SHX Text 24"x38"

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text "Northwood" Sign

AutoCAD SHX Text "Speed Limit" Sign

AutoCAD SHX Text "Stop" Sign

AutoCAD SHX Text Planter

AutoCAD SHX Text Street Sign

AutoCAD SHX Text "Stop" Sign

AutoCAD SHX Text Snet 3333

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 18" Pine

AutoCAD SHX Text 8" Stump

AutoCAD SHX Text 2" Locust

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 2" Locust

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text 14" Stump

AutoCAD SHX Text Bush

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text Bushes

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text Bushes

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text Bushes

AutoCAD SHX Text Bush

AutoCAD SHX Text Conc. Ret. Wall

AutoCAD SHX Text

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Concrete Retaining Wall

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text HeltCo 7093

AutoCAD SHX Text N/F Hilliard 586 LLC #591 Hilliard Street

AutoCAD SHX Text Benchmark Top of Concrete Monument (Traverse #114) Elev.=113.52

AutoCAD SHX Text Benchmark Top of Concrete Monument (Traverse #115) Elev.=123.30

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Benchmark Drill Hole In Conc. Sidewalk (Traverse #116) Elev.=126.11

AutoCAD SHX Text Sewer Easement In Favor of The Town of Manchester (Vol. 493 Page 330 M.L.R.)

AutoCAD SHX Text Sewer Easement In Favor of The Town of Manchester (Vol. 499 Page 208 M.L.R.)

AutoCAD SHX Text N/F Manchester CG Exchange Limited Partnership, Manchester SW Exchange, LLC, Cue Manchester Limited Partnership & Manchester BM Exchange, LLC #568-576 Hilliard Street

AutoCAD SHX Text N/F Wayne Meikle #558 Hilliard Street

AutoCAD SHX Text N/F Luz M. Castillo #554 Hilliard Street

AutoCAD SHX Text N/F Jessica Lanagan & Jeremy Dellapenna #546 Hilliard Street

AutoCAD SHX Text N/F Marie N. St. Fleur #6 Duval Street

AutoCAD SHX Text N/F Northwood Condos #519 Hilliard Street

AutoCAD SHX Text N/F Quazi R. Islam #541 Hilliard Street

AutoCAD SHX Text N/F Gail M. Temple #569 Hilliard Street

AutoCAD SHX Text 30" Hickory

AutoCAD SHX Text Water Main Easement In Favor of The Town of Manchester (Vol. 796 Page 22 M.L.R.)

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Hilliard Street

AutoCAD SHX Text Duval St.

AutoCAD SHX Text Hilliard Street

AutoCAD SHX Text 12" Hickory

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text 10" Hickory

AutoCAD SHX Text 16" Stump

AutoCAD SHX Text Bushes

AutoCAD SHX Text 1" Cedar

AutoCAD SHX Text Planter

AutoCAD SHX Text 16" Cedar

AutoCAD SHX Text 14" Stump

AutoCAD SHX Text

GMS

AutoCAD SHX Text Conc. Ret. Wall

AutoCAD SHX Text

CL&P 3119

AutoCAD SHX Text Snet 3336

AutoCAD SHX Text

GMS

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text

CMS

AutoCAD SHX Text

CMS

AutoCAD SHX Text

GMS

AutoCAD SHX Text Iron Rod

AutoCAD SHX Text Leaning CMS

AutoCAD SHX Text Vinyl Fence

AutoCAD SHX Text Snet 3334

AutoCAD SHX Text Snet 3335

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text 6" CIP (Aband)

AutoCAD SHX Text 4" Steel (Gas)

AutoCAD SHX Text Approx. Underground Electric

AutoCAD SHX Text Vinyl Fence

AutoCAD SHX Text Stockade Fence

AutoCAD SHX Text Street Line

AutoCAD SHX Text Woodland Street

AutoCAD SHX Text "Stop" Sign

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Sprinkler Head

AutoCAD SHX Text Overhead Utilities(Typ)

AutoCAD SHX Text N/F Gerald Ayotte #541 Hilliard St.

AutoCAD SHX Text DMH Tf=116.9 Inv In(NE)=110.1 Inv In(NE)=110.3(15" Rcp) Inv In(SE)=110.8 Inv Out(SW)=110.1

AutoCAD SHX Text Wooded

AutoCAD SHX Text

12"CLDIP(GIS)

AutoCAD SHX Text 12"Rcp(Storm)

AutoCAD SHX Text 18" Maple

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text DMH Tf=120.5 Inv=111.0(Map Ref #9)

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12"Rcp

AutoCAD SHX Text (Storm)

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

REPLACE HYDRANT ASSEMBLY

AutoCAD SHX Text

RELOCATE SPRINKLER HEAD

AutoCAD SHX Text

6" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

5" CONCRETE SIDEWALK AND CURB MONOLITHIC (5.5' WIDE)

AutoCAD SHX Text TYPE "C" DOUBLE GRATE TYPE II CATCH BASIN WITH CONCRETE CURB INLET STA 6+37 TF = ±119.3INV. IN, OUT = 110.8 (MATCH EXISTING)

AutoCAD SHX Text D

AutoCAD SHX Text

CONVERT CATCH BASIN TO MANHOLE TF=±120.3

AutoCAD SHX Text

RELOCATE SIGN

AutoCAD SHX Text

8" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

PROTECT TREE

AutoCAD SHX Text

RELOCATE SIGN

AutoCAD SHX Text

6" CONCRETE DRIVEWAY APRON

AutoCAD SHX Text

RELOCATE UTILITY POLE (BY OTHERS)

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 10)

AutoCAD SHX Text

REMOVE HYDRANT

AutoCAD SHX Text

12" DUCTILE IRON PIPE. (CONNECT TO EXISTING WATER MAIN USING SOLID SLEEVES)

AutoCAD SHX Text

PROTECT MONUMENT

AutoCAD SHX Text

RESET VALVE BOX

AutoCAD SHX Text

END CONCRETE CURB

AutoCAD SHX Text

4" WHITE EPOXY PAVEMENT MARKING; SHOULDER WIDTH VARIES (2' MIN.)

AutoCAD SHX Text

REMOVE AND REPLACE FENCE AS REQUIRED

AutoCAD SHX Text

SEGMENTAL BLOCK RETAINING WALL (MAX HEIGHT ±18")

AutoCAD SHX Text

12" GATE VALVE (SEE NOTE ABOVE)

AutoCAD SHX Text

12" DUCTILE IRON PIPE

AutoCAD SHX Text 12" DUCTILE IRON PIPE (2' MIN. FROM CATCH BASIN. CONNECT TO EXISTING 12" WATER MAIN USING SOLID SLEEVES)

AutoCAD SHX Text 12"x DI BEND 18 DI BEND (TYP. OF 4) OF 4)

AutoCAD SHX Text

PERMANENT PAVEMENT REPAIR (COLLECTOR ROAD)

AutoCAD SHX Text

RESTORE DISTURBED LAWN AREA BEHIND SIDEWALK (TYP.)

AutoCAD SHX Text

SILT SACK IN CATCH BASIN (TYP.)

AutoCAD SHX Text

HYDRANT ASSEMBLY

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

FOR BIDDING

AutoCAD SHX Text 05/24/23

AutoCAD SHX Text

JED

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

= STOCKADE FENCE

AutoCAD SHX Text

= GRANITE MONUMENT

AutoCAD SHX Text

= CONCRETE MONUMENT

AutoCAD SHX Text

= UTILITY POLE WITH LIGHT

AutoCAD SHX Text

= TRAFFIC SPAN POLE

AutoCAD SHX Text

= WETLANDS BOUNDARY

AutoCAD SHX Text

= RAILROAD TRACKS

AutoCAD SHX Text

= SILT FENCE

AutoCAD SHX Text

= WETLAND FLAG

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

HORIZONTAL: 1" = 20' VERTICAL: ---

AutoCAD SHX Text

OR AS NOTED

AutoCAD SHX Text NOTE: ALL GATE VALVES ON HILLIARD STREET SHALL BE OPEN LEFT WITH RED FIRE HYDRANTS.

MOVEMENT DIAGRAM

WALK/ PED. CLR

DON'T WALK

FLASHING

RED ARROW

YELLOW ARROW

GREEN ARROW

RED, YEL, GRN

LEGEND:

R, Y, G

D.W.

FL.

REVISION DESCRIPTION

PEDESTRIAN SIGNAL FACE

TRAFFIC SIGNAL FACE

DIRECTIONAL ARW. FOR PUSH BUTTON

PEDESTRIAN PUSH BUTTON & SIGN

PEDESTAL MOUNTING VIDEO DETECTOR

OPTICAL DETECTOR

SYSTEM DETECTOR

EXISTING CONTROLLER

PROPOSED HANDHOLE

DET. LEADS IN SAW CUT

AUXILIARY TERMINATION CABINET

AUXILIARY EQUIPMENT CABINET

STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

PROPOSED WOOD SPAN POLE

EXISTING WOOD SPAN POLE

PROPOSED STEEL SPAN POLE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE

VIDEO CAMERA CABLE

APPROVED DATE

AUDIO DETECTOR

GUY WIRE

LOOP DETECTOR

MAGNETIC DETECTOR

CABLE CLOSURE

WIRELESS SENSOR

WIRELESS RECEIVER

WIRELESS TRANSCEIVER

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC (RIGID METAL CONDUIT)

PROPOSED RMC (RIGID METAL CONDUIT)

DEVICE INSTALLED: __/__/2019

SM # N/A_________

INSTALLED RECTANGULAR RAPID FLASHING BEACON (RRFB) TYPE B (DOUBLE SIDED) ASSEMBLIES

REV # N/A__RECTANGULAR RAPID FLASHERS TO FLASH FOR 15 SECONDS UPON ACTUATION. (8 - 16 SECONDS

P A

T I

GRN CL CL GRN CL CL GRN

GRN CL CL GRN

CL GRN CL CL GRN CL CL GRN CL

CLFLASH

NTOR

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MIN GRN

WALK

MODE

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

NO. DATE SCALE 1" = 20'

TECHNICAL NOTES

ELECTRICAL DESIGN

OFFICE RECORD

DATE PLOTTED :

TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

GRN CL

UNDER PROJECT 2022105 (ASSOCIATED WITH HILLIARD STREET SIDEWALK INSTALLATION - CDBG).

TIR # N/A_________

SERVICE POLE: SOLAR

UNMETERED SERVICE

ADDRESS # N/A

MAINT LEVEL: N/A

ENERGY BY: SOLAR

INTERSECTION # 076-___

2022105

TOWN OF MANCHESTER

TCS-01

TRAFFIC CONTROL

SIGNAL PLAN

VIC. OF #586 & #591

VIDEO DETECTION ZONE

INIT START

TRAFFIC DESIGN

REV # N/A

ENGINEER

D I

A F F I C

5/24/23 BID PLANS

ADJUSTABLE). 15 SECOND TIMER SHOULD RESET UPON EACH ACTUATION._______________________________________________________________________________________________

JOHN E. DIBIASIJOHN E. DIBIASI

JAMES MAYERJAMES MAYER

JEFF LAMALVAJEFF LAMALVA

TOWN RRFB ASSEMBLY

HILLIARD STREET

RRFB ASSEMBLY TYPE B

DETAILS NOT TO SCALE

TYPE A RRFB

(SINGLE SIDED)

TYPE B RRFB

(BACK-TO-BACK)

DIRECTIONAL ARW. FOR PUSH BUTTON

PEDESTAL FOUNDATION & MOUNTING

PEDESTAL MOUNTED SIGN(S)

PEDESTRIAN PUSH BUTTON & SIGN

RRFB LEGEND (NTS):

#591 HILLIARD ST

#586 HILLIARD ST

R:\Project\Public Works\2022105 - Hilliard St Sidewalk Ext (Adams to Duval) - CDBG\Proj\2022105-RRFB.dwg, 5/24/2023 1:49:46 PM, jdibiasi

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Pvc (GIS-San)

AutoCAD SHX Text SMH Tf=123.8 Inv In=115.1(GIS) Inv Out=114.8(GIS)

AutoCAD SHX Text 6" Pvc (GIS-San)

AutoCAD SHX Text DMH Tf=119.3 Inv In(NE)=113.6(12" Rcp) Inv In(NE)=115.0 Inv In(SE)=115.0 Inv Out(SW)=113.6

AutoCAD SHX Text DMH Tf=102.5 Inv In(NE)=96.3(GIS) Inv In(NW)=(Unknown) Inv Out(SW)=96.3(GIS)

AutoCAD SHX Text DMH Tf=97.7 Inv In(NE)=90.9(GIS) Inv Out(SW)=90.8(GIS)

AutoCAD SHX Text Type 'CL' CB Tf=96.2 Inv Out(NW)=91.4(GIS)

AutoCAD SHX Text DMH Tf=96.2 Inv In(NE)=90.7(GIS) Inv In=(SE)=91.1(GIS) Inv Out(SW)=90.9(GIS)

AutoCAD SHX Text SMH Tf=98.0 Inv In=87.5(GIS) Inv Out=87.4(GIS)

AutoCAD SHX Text SMH Tf=116.2 Inv In=108.0(GIS) Inv Out=107.9(GIS)

AutoCAD SHX Text SMH Tf=119.6 Inv=110.2(GIS)

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text 6" Locust

AutoCAD SHX Text 4" Locust

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Brick Walk

AutoCAD SHX Text Stone Retaining Wall

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text Type 'CL' CB Tf=119.6 Inv In(NE)=110.7 Inv Out(SW)=110.9

AutoCAD SHX Text 15" Rcp (Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (GIS-Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text "Private Property" Sign

AutoCAD SHX Text "Speed Limit" Sign

AutoCAD SHX Text "Visitor Parking" Sign

AutoCAD SHX Text "Ped. Crossing"Sign

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text "Northwood" Sign

AutoCAD SHX Text "Ped. Crossing" Sign

AutoCAD SHX Text "Timken" Sign

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 8" Stump

AutoCAD SHX Text 2" Locust

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 2" Locust

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text 14" Stump

AutoCAD SHX Text Bush

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text Bushes

AutoCAD SHX Text 16" Pine

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text Bushes

AutoCAD SHX Text 14" Pine

AutoCAD SHX Text Conc. Ret. Wall

AutoCAD SHX Text

AutoCAD SHX Text N/F Hilliard 586 LLC #591 Hilliard Street

AutoCAD SHX Text Benchmark Top of Concrete Monument (Traverse #114) Elev.=113.52

AutoCAD SHX Text Benchmark Top of Concrete Monument (Traverse #115) Elev.=123.30

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text N/F 586 Hilliard St. LLC #586 Hilliard Street

AutoCAD SHX Text N/F Manchester CG Exchange Limited Partnership, Manchester SW Exchange, LLC, Cue Manchester Limited Partnership & Manchester BM Exchange, LLC #568-576 Hilliard Street

AutoCAD SHX Text N/F Wayne Meikle #558 Hilliard Street

AutoCAD SHX Text N/F Hilliard 586 LLC #591 Hilliard Street

AutoCAD SHX Text 30" Hickory

AutoCAD SHX Text Water Main Easement In Favor of The Town of Manchester (Vol. 796 Page 22 M.L.R.)

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bituminous Parking

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Bit. Parking

AutoCAD SHX Text Hilliard Street

AutoCAD SHX Text Light

AutoCAD SHX Text Bushes

AutoCAD SHX Text 18" Tree

AutoCAD SHX Text 20" Tree

AutoCAD SHX Text 18" Oak

AutoCAD SHX Text 14" Oak

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text 12" Hickory

AutoCAD SHX Text Bush

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text 10" Hickory

AutoCAD SHX Text 16" Stump

AutoCAD SHX Text Bushes

AutoCAD SHX Text 1" Cedar

AutoCAD SHX Text Planter

AutoCAD SHX Text 16" Cedar

AutoCAD SHX Text 14" Stump

AutoCAD SHX Text 6" Weeping Cherry

AutoCAD SHX Text Bushes

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Light

AutoCAD SHX Text Planter

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Flag Pole

AutoCAD SHX Text Snet 3337 W/ Conduit

AutoCAD SHX Text Light

AutoCAD SHX Text

GMS

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text

CL&P 3119

AutoCAD SHX Text Snet 3339

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text Snet 3336

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text AT&T 4999 W/ Conduit

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text

GMS

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

CMS

AutoCAD SHX Text

CMS

AutoCAD SHX Text Snet 3335

AutoCAD SHX Text Bit. Curb

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text 6" CIP (Aband)

AutoCAD SHX Text 4" Steel (Gas)

AutoCAD SHX Text Approx. Underground Electric

AutoCAD SHX Text Vinyl Fence

AutoCAD SHX Text Stockade Fence

AutoCAD SHX Text Crushed Stone

AutoCAD SHX Text Metal Fence Post

AutoCAD SHX Text Granite Lined Planter

AutoCAD SHX Text Street Line

AutoCAD SHX Text Sign

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Conc. Vault

AutoCAD SHX Text Irrigation Control valve

AutoCAD SHX Text Sprinkler Head

AutoCAD SHX Text Overhead Utilities(Typ)

AutoCAD SHX Text DMH Tf=116.9 Inv In(NE)=110.1 Inv In(NE)=110.3(15" Rcp) Inv In(SE)=110.8 Inv Out(SW)=110.1

AutoCAD SHX Text 12"Rcp(Storm)

AutoCAD SHX Text 18" Maple

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text DMH Tf=120.5 Inv=111.0(Map Ref #9)

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Pipe (Material Unknown) (GIS-Storm)

AutoCAD SHX Text 12"Rcp

AutoCAD SHX Text (Storm)

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

TOWN OF MANCHESTER CONTROL NETWORK

AutoCAD SHX Text

NAD 83 AS PUBLISHED BY CONNDOT

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text

PHASE 3

AutoCAD SHX Text

PHASE 4

AutoCAD SHX Text

PHASE 5

AutoCAD SHX Text

PHASE 6

AutoCAD SHX Text

PHASE 2

AutoCAD SHX Text

PHASE 1

AutoCAD SHX Text

PHASE 7

AutoCAD SHX Text

PHASE 8

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

TOWN TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS.

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING BAR TYPE CROSSWALK (16" X 24" X 8') - TOWN MAINTAINED

AutoCAD SHX Text T

AutoCAD SHX Text 41-4830 41-6126

AutoCAD SHX Text

(36" PEDESTRIAN WARNING)

AutoCAD SHX Text (24"x12" "AHEAD")

AutoCAD SHX Text 14'

AutoCAD SHX Text 7'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text EXISTING PEDESTRIAN WARNING SIGN TO BE RELOCATED TO RECTANGULAR RAPID FLASHING BEACON ASSEMBLY. (PAY ITEM: RELOCATE SIGN)

AutoCAD SHX Text

SIGN LEGEND:

AutoCAD SHX Text

- REVISE ALL PAVEMENT MARKINGS ASSOCIATED WITH THE CROSSING MODIFICATION AS SHOWN ON REVISE ALL PAVEMENT MARKINGS ASSOCIATED WITH THE CROSSING MODIFICATION AS SHOWN ON THE SITE PLAN. - ERADICATE ANY CONFLICTING PAVEMENT MARKINGS.ERADICATE ANY CONFLICTING PAVEMENT MARKINGS.

AutoCAD SHX Text

CONTRACTOR TO ERADICATE AND INSTALL PAVEMENT MARKINGS AS INDICATED BELOW:

AutoCAD SHX Text

SEE SEPARATE SITE DESIGN SHEET FOR NON-TRAFFIC SIGNAL EQUIPMENT ITEMS

AutoCAD SHX Text CONCRETE SIDEWALK LANDING AREA SIZE: MIN 5'X5' PAY ITEM: CONCRETE SIDEWALK TYPICAL CROSS-SLOPE: 1.5% MAXIMUM CROSS-SLOPE: 2% ALL DIRECTIONS NOTE: MINIMUM ADA SPACE REQUIRED TO SAFELY CHANGE DIRECTIONS USING WHEELCHAIR OR SIMILAR MOBILITY DEVICE.

AutoCAD SHX Text CONCRETE SIDEWALK RAMP DETECTABLE WARNING TILE SIZE: MIN RAMP WIDTH X 2' PAY ITEM: DETECTABLE WARNING STRIP (TOWN PROVIDED)

AutoCAD SHX Text B

AutoCAD SHX Text INSTALL RECTANGULAR RAPID FLASHING BEACON ASSEMBLY TYPE B (TOWN OWNED AND MAINTAINED)

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text

CONSTRUCTION NOTES:

AutoCAD SHX Text ALL TRAFFIC EQUIPMENT IS NEW. ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE TOWN PRIOR TO INSTALLATION. SEE TECHNICAL SPECIFICATION - RECTANGULAR RAPID FLASHING BEACON - TYPE B. RECTANGULAR RAPID FLASHING BEACON TO BE PEDESTRIAN ACTUATED, SOLAR POWERED AND WIRELESS ACTIVATED. TO BE EQUIPPED WITH CROSSWALK ILLUMINATOR, TAPCO SAFEWALK OR APPROVED EQUAL AT BOTH RRFB LOCATIONS. FINAL PLACEMENT TO BE INSTALLED AS DIRECTED BY THE MANUFACTURER'S REPRESENTATIVE. LIGHTS TO ACTUATE DUSK TO DAWN IN UNISON WITH SYSTEM ACTIVATION. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO INSTALLING PEDESTAL FOUNDATIONS. INSTALL RRFB ASSEMBLIES ON 14' PEDESTALS. INSTALL PEDESTAL FOUNDATIONS ADJACENT TO THE LANDING AREAS. CONTRACTOR TO ENSURE MINIMUM 36" ADA CLEAR PATH IS PROVIDED ADJACENT TO AND AROUND PEDESTAL FOUNDATIONS.

AutoCAD SHX Text

SOLAR PANEL CONTROL CABINET LED FLOOD LIGHT

AutoCAD SHX Text

41-4810 BACK TO BACK 30" PED WARNING SIGNS

AutoCAD SHX Text 31-0846

AutoCAD SHX Text

RRFB UNIT 41-2607 41-2609 BACK TO BACK 24"X12" DIAG. ARROW SIGNS

AutoCAD SHX Text

FRONT

BACK

MANCHESTER, CT

HILLIARD STREET

SIDEWALK INSTALLATION

COMMUNITY DEVELOPMENT BLOCK

GRANT PROGRAM

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 7

DETAILS

2022105PLAN.DWG

PERMANENT PAVEMENT REPAIR

(COLLECTOR ROAD)

N O T T O S C A L E

TEMPORARY PAVEMENT REPAIR

N O T T O S C A L E

BITUMINOUS CONCRETE DRIVEWAY

N O T T O S C A L E

4" CONCRETE SIDEWALK

(FOR PRIVATE SIDEWALKS)

NOT TO SCALE

5" CONCRETE SIDEWALK

N O T T O S C A L E

5" CONCRETE SIDEWALK AND CURB MONOLITHIC

N O T T O S C A L E

CONCRETE DRIVEWAY APRON

N O T T O S C A L E

EXTRUDED CONCRETE CURB

N O T T O S C A L E

SILT SACK

N O T T O S C A L E

RESTORATION OF LAWN AREAS

N O T T O S C A L E

R :\P ro je ct \P ub lic

W or ks \2

H ill ia rd

S t S id ew al k

Ex t (

A da m s t o D uv al

D B

G \P ro j\2

A N

.d w g, /2 4/

P M

, b ka la ns ur iy a

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

FOR BIDDING

AutoCAD SHX Text 05/24/23

AutoCAD SHX Text

JED

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

= STOCKADE FENCE

AutoCAD SHX Text

= GRANITE MONUMENT

AutoCAD SHX Text

= CONCRETE MONUMENT

AutoCAD SHX Text

= UTILITY POLE WITH LIGHT

AutoCAD SHX Text

= TRAFFIC SPAN POLE

AutoCAD SHX Text

= WETLANDS BOUNDARY

AutoCAD SHX Text

= RAILROAD TRACKS

AutoCAD SHX Text

= SILT FENCE

AutoCAD SHX Text

= WETLAND FLAG

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

2" HMA S0.5 SURFACE COURSE 4" HMA S1.0 BINDER COURSE (SEE NOTE 1)

AutoCAD SHX Text

SAWCUT (TYP.)

AutoCAD SHX Text

PAVEMENT JOINT SEALER APPLIED TO ALL SAWCUT EDGES OF PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

14" PROCESSED AGGREGATE BASE (INSTALLED AND COMPACTED IN 2 EQUAL LIFTS)

AutoCAD SHX Text

RECOMPACTED SUBGRADE

AutoCAD SHX Text

12" (TYP)

AutoCAD SHX Text

PERMANENT PAVEMENT REPAIR PAY LIMITS

AutoCAD SHX Text

TRENCH WIDTH (SEE NOTE 2)

AutoCAD SHX Text NOTES: 1. MATCH EXISTING PAVEMENT THICKNESS MATCH EXISTING PAVEMENT THICKNESS OR USE MINIMUM PAVEMENT THICKNESS SHOWN (WHICHEVER IS GREATER). 2. REFER TO APPROPRIATE TRENCH REFER TO APPROPRIATE TRENCH DETAIL FOR TRENCH LIMITS.

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SAWCUT (TYP.)

AutoCAD SHX Text HMA S0.5 SURFACE COURSE 2" FOR LOCAL ROAD 4" FOR COLLECTOR ROAD (2 EQUAL LIFTS) 6" FOR ARTERIAL ROAD (2 EQUAL LIFTS)

AutoCAD SHX Text PROCESSED AGGREGATE BASE (INSTALLED AND COMPACTED IN 2 EQUAL LIFTS) 14" FOR LOCAL ROAD 16" FOR COLLECTOR ROAD 18" FOR ARTERIAL ROAD

AutoCAD SHX Text

UNDISTURBED EXISTING PAVEMENT

AutoCAD SHX Text

COMPACTION OF APPROVED BACKFILL REQUIRED WITHIN TRENCH (SEE NOTE 1)

AutoCAD SHX Text NOTES: : 1. WHEN REQUESTED BY THE TOWN, THE CONTRACTOR SHALL VERIFY AND WHEN REQUESTED BY THE TOWN, THE CONTRACTOR SHALL VERIFY AND SUBMIT TEST RESULTS CONFIRMING THAT COMPACTION OF THE TOTAL TRENCH AREA MEETS TOWN STANDARDS FOR 95% COMPACTED DENSITY. 2. REFER TO APPROPRIATE TRENCH DETAIL FOR TRENCH LIMITS.REFER TO APPROPRIATE TRENCH DETAIL FOR TRENCH LIMITS.

AutoCAD SHX Text

TRENCH WIDTH (SEE NOTE 2)

AutoCAD SHX Text

TEMPORARY PAVEMENT REPAIR PAY LIMITS

AutoCAD SHX Text

4" HMA S0.375 BITUMINOUS CONCRETE (2 EQUAL LIFTS - COMMERCIAL)

AutoCAD SHX Text

6" PROCESSED AGGREGATE BASE

AutoCAD SHX Text NOTES: : 1. ALL MATERIALS SHOWN IN THIS DETAIL ARE INCLUDED IN ALL MATERIALS SHOWN IN THIS DETAIL ARE INCLUDED IN THE COST OF "BITUMINOUS CONCRETE DRIVEWAY". 2. SAWCUT AND JOINT SEAL WHEREVER NEW BITUMINOUS SAWCUT AND JOINT SEAL WHEREVER NEW BITUMINOUS CONCRETE ABUTS EXISTING.

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

DIPPED IN LIQUID ASPHALT AND

AutoCAD SHX Text

%%UDETAIL - JOINT BETWEEN NEW AND EXISTING WALK

AutoCAD SHX Text

AN APPROVED BOND BREAKER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

5" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

5/8" SMOOTH METAL DOWELS

AutoCAD SHX Text

1/2" ASPHALT

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text 9"

AutoCAD SHX Text

4" CLASS "F" CONCRETE

AutoCAD SHX Text

TOOLED JOINT (DEPTH 3/8")

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

12" TYP.

AutoCAD SHX Text

LIMITS DETERMINED IN THE

AutoCAD SHX Text

FIELD WITH THE ENGINEER

AutoCAD SHX Text

EXPANSION JOINT MATERIAL

AutoCAD SHX Text

CONCRETE SIDEWALK AND CURB MONOLITHIC

AutoCAD SHX Text

EXISTING APPROACH WALK

AutoCAD SHX Text

4" CONCRETE SIDEWALK

AutoCAD SHX Text

DOWELS (SEE DETAIL)

AutoCAD SHX Text

MATCH WIDTH OF EXISTING APPROACH WALK (2% MAX. SLOPE)

AutoCAD SHX Text

2%%% MAX. SLOPE

AutoCAD SHX Text

%%UEXPANSION JOINT - DETAIL

AutoCAD SHX Text

GRASS SHELF

AutoCAD SHX Text 1/2h

AutoCAD SHX Text h

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'

AutoCAD SHX Text

6" (TYP.)

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text

TOOLED JOINT (DEPTH 3/8")

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

12" TYP.

AutoCAD SHX Text 5'

AutoCAD SHX Text

1/2" ASPHALT EXPANSION JOINT MATERIAL

AutoCAD SHX Text NOTES: : 1. A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE EDGES OF THE SIDEWALK AND ANY OBSTRUCTIONS WITHIN THE SIDEWALK LIMITS. 2. AT THE END OF THE DAILY POUR OF CONCRETE, METAL DOWELS ARE AT THE END OF THE DAILY POUR OF CONCRETE, METAL DOWELS ARE TO BE INSERTED IN THE LAST SLAB FOR THE EXTENSION OF THE SIDEWALK. 3. INSTALL APPROVED BOND BREAKER BETWEEN GRANITE CURB AND INSTALL APPROVED BOND BREAKER BETWEEN GRANITE CURB AND SIDEWALK.

AutoCAD SHX Text

FULL CONTROL JOINT EVERY 15 FEET WITH 1/2" ASPHALT EXPANSION JOINT MATERIAL

AutoCAD SHX Text

1/2" ASPHALT EXPANSION JOINT MATERIAL W/DOWELS EVERY 30' (SEE DETAIL THIS SHEET)

AutoCAD SHX Text

5" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

5" CLASS "F" CONCRETE

AutoCAD SHX Text

5/8" SMOOTH METAL DOWELS DIPPED IN LIQUID ASPHALT AND AN APPROVED BOND BREAKER

AutoCAD SHX Text

VARIES (12" TYP.)

AutoCAD SHX Text

STREETLINE

AutoCAD SHX Text

5"' PROCESSED AGGREGATE BASE

AutoCAD SHX Text %%uSECTION A-A%%u

AutoCAD SHX Text 6"

AutoCAD SHX Text

8"MIN.

AutoCAD SHX Text

2%%% MAX.

AutoCAD SHX Text

6" CURB REVEAL

AutoCAD SHX Text

1" RADIUS

AutoCAD SHX Text 2'

AutoCAD SHX Text 6"

AutoCAD SHX Text

1/4" GROOVE

AutoCAD SHX Text

CURB SECTION

AutoCAD SHX Text

12" TYP.

AutoCAD SHX Text

1/4" GROOVE

AutoCAD SHX Text A

AutoCAD SHX Text

%%UPLAN%%U

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

12" TYP.

AutoCAD SHX Text

STREET LINE

AutoCAD SHX Text A

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text FULL CONTROL JOINT EVERY 15 FT WITH 1/2" ASPHALT EXPANSION JOINT MATERIAL AND DOWELS AND DOWELS (SEE DETAIL THIS SHEET)

AutoCAD SHX Text

5' MIN. OR AS DIRECTED BY THE TOWN

AutoCAD SHX Text NOTES: : 1. PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH DETAIL OR BE INSTALLED AS DIRECTED BY THE ENGINEER. 2. A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE EDGES OF A MINIMUM 36" CLEAR WIDTH SHALL BE MAINTAINED BETWEEN THE EDGES OF THE SIDEWALK AND ANY OBSTRUCTIONS WITHIN THE SIDEWALK LIMITS. 3. AT THE END OF THE DAILY POUR OF CONCRETE, METAL DOWELS ARE TO BE AT THE END OF THE DAILY POUR OF CONCRETE, METAL DOWELS ARE TO BE INSERTED IN THE LAST SLAB FOR THE EXTENSION OF THE SIDEWALK.

AutoCAD SHX Text

BITUMINOUS CONCRETE ROADWAY (SEE NOTE 1)

AutoCAD SHX Text

TOOLED JOINT DEPTH 3/8" (TYP.)

AutoCAD SHX Text

5" CLASS "F" CONCRETE

AutoCAD SHX Text

5/8" STEEL DOWEL (TYP.)

AutoCAD SHX Text

%%UEXPANSION JOINT - DETAIL

AutoCAD SHX Text 1/2h

AutoCAD SHX Text h

AutoCAD SHX Text 9"

AutoCAD SHX Text

1/2" ASPHALT EXPANSION JOINT MATERIAL

AutoCAD SHX Text

5/8" SMOOTH METAL DOWELS DIPPED IN LIQUID ASPHALT AND AN APPROVED BOND BREAKER

AutoCAD SHX Text

SAWCUT AND JOINT SEAL

AutoCAD SHX Text

5' MIN. OR AS DIRECTED BY THE TOWN

AutoCAD SHX Text 6"

AutoCAD SHX Text

STREETLINE

AutoCAD SHX Text

GRANITE OR CONCRETE CURB

AutoCAD SHX Text

VARIES (12" TYP.)

AutoCAD SHX Text

EXISTING DRIVEWAY (NEW DRIVEWAYS AT 12' MIN. & 24' MAX. WIDTH)

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING ROADWAY

AutoCAD SHX Text

SAWCUT AND JOINT SEAL

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

BITUMINOUS CONCRETE ROADWAY (SEE NOTE 5)

AutoCAD SHX Text

1 " LIP12" LIP

AutoCAD SHX Text

6" OR 8" THICK CONCRETE DRIVEWAY APRON

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE MESH

AutoCAD SHX Text

6" CLASS "F" CONCRETE (RESIDENTIAL) 8" CLASS "F" CONCRETE (COMMERCIAL)

AutoCAD SHX Text

8" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

1 " LIP12" LIP

AutoCAD SHX Text

BITUMINOUS CONCRETE ROADWAY (SEE NOTE 5)

AutoCAD SHX Text

SAWCUT AND JOINT SEAL

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

WELDED WIRE MESH (TYP.)

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

EXPANSION JOINT WITH DOWELS (TYP.)

AutoCAD SHX Text

TOOLED JOINT (TYP.)

AutoCAD SHX Text

3" BITUMINOUS CONCRETE CLASS 2

AutoCAD SHX Text NOTES: : 1. MAXIMUM WIDTH OF APRON IS 30' AT CURB LINE MAXIMUM WIDTH OF APRON IS 30' AT CURB LINE (INCLUDING CURB TRANSITIONS). THE TOWN MAY ALLOW WIDER APRON WIDTHS TO ACCOMMODATE EXISTING ACCESS CONDITIONS AND/OR REQUIRED VEHICLE TURNING MOVEMENTS. 2. MINIMUM DISTANCE BETWEEN MULTIPLE DRIVEWAY MINIMUM DISTANCE BETWEEN MULTIPLE DRIVEWAY OPENINGS SHALL BE 10'. 3. SEE RESPECTIVE DETAILS FOR CONCRETE SIDEWALK SEE RESPECTIVE DETAILS FOR CONCRETE SIDEWALK AND CURB. 4. RESIDENTIAL DRIVEWAY APRONS SHALL BE 6" THICK RESIDENTIAL DRIVEWAY APRONS SHALL BE 6" THICK AND COMMERCIAL DRIVEWAY APRONS SHALL BE 8" THICK. 5. PAVEMENT COURSES AND PROCESSED AGGREGATE PAVEMENT COURSES AND PROCESSED AGGREGATE BASE THICKNESS SHALL MATCH EXISTING OR BE INSTALLED AS DIRECTED BY THE ENGINEER. PROCESSED AGGREGATE BASE THICKNESS SHALL BE 12" MINIMUM. 6. TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL TOTAL HEIGHT OF LIP AND APRON TRANSITION SHALL BE 3" MAXIMUM ABOVE THE ROAD GUTTER. WHEN REQUIRED, REPLACE ADJACENT CONCRETE SIDEWALK SLABS AND RESET CURB AT 5% MAXIMUM SLOPE AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE INCLUDED IN THE BID PRICE FOR "CONCRETE DRIVEWAY APRON".

AutoCAD SHX Text 12"

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

TRANSITION ADJACENT CONCRETE SIDEWALK AND CURB WHEN REQUIRED (SEE NOTE 6)

AutoCAD SHX Text

APRON TRANSITION

AutoCAD SHX Text 2'

AutoCAD SHX Text 3/4"R

AutoCAD SHX Text H

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

CLASS "F" CONCRETE

AutoCAD SHX Text

ADHESIVE

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text

NOTE CURB HEIGHT (H) SHALL BE AS SPECIFIED ON THE PLANS.

AutoCAD SHX Text

BITUMINOUS CONCRETE ROADWAY

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

3' MIN.

AutoCAD SHX Text NOTES: : 1. SILT SACKS SHALL BE HI-FLOW SILTSACK® 'TYPE A' FOR TYPE SILT SACKS SHALL BE HI-FLOW SILTSACK® 'TYPE A' FOR TYPE 'TYPE A' FOR TYPE "C-L" CB TOPS AND 'TYPE B' WITH CURB DEFLECTORS FOR TYPE "C" CB TOPS OR OTHER STRUCTURES WITH CURB INLETS AS MANUFACTURED BY ACF ENVIRONMENTAL, INC OR APPROVED EQUAL. 2. SILT SACKS SHALL BE PROVIDED WITH INTERNAL OVERFLOWS. SILT SACKS SHALL BE PROVIDED WITH INTERNAL OVERFLOWS. 3. SILT SACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 6" TO SILT SACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 6" TO 12" OF SEDIMENT. INSPECT EVERY 1 TO 2 WEEKS AND AFTER EVERY MAJOR RAINFALL EVENT.

AutoCAD SHX Text

SILT SACK (SEE NOTE 1)

AutoCAD SHX Text

#8 REBAR FOR BAG REMOVAL AND SUPPORT

AutoCAD SHX Text

EXPANSION RESTRAINT

AutoCAD SHX Text

DUMP LOOPS

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FERTILIZER AND SEED

AutoCAD SHX Text

4" TOPSOIL

NOTES: : 1. REFER TO CONTRACT SPECIFICATIONS FOR SEED MIXTURES. REFER TO CONTRACT SPECIFICATIONS FOR SEED MIXTURES. 2. PERMANENT GRASS SEED MIXES SHALL BE APPLIED FROM APRIL 1 PERMANENT GRASS SEED MIXES SHALL BE APPLIED FROM APRIL 1 THOUGH JUNE 15 OR AUGUST 15 THROUGH OCTOBER 1. 3. PERENNIAL RYEGRASS SHALL BE APPLIED AS TEMPORARY GRASS PERENNIAL RYEGRASS SHALL BE APPLIED AS TEMPORARY GRASS SEED FROM MARCH 15 THROUGH JULY 1 OR AUGUST 1 THROUGH OCTOBER 15.

MANCHESTER, CT

HILLIARD STREET

SIDEWALK INSTALLATION

COMMUNITY DEVELOPMENT BLOCK

GRANT PROGRAM

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 7

DETAILS

2022105PLAN.DWG

REDUCER SECTION (TYP.)

RISER SECTION (TYP.)

MORTAR JOINT

DETAIL

BUTYL RUBBER

JOINT DETAIL

TYPICAL SECTION THRU SINGLE RISER

WITH OPENINGS

TYPE "C" AND "C-L" DOUBLE GRATE TYPE II CATCH BASIN

N O T T O S C A L E

DOUBLE RISER OPENING (TYP.)

PIPES GREATER THAN 24" (610) O.D.

CATCH BASIN NOTES

N O T T O S C A L E

TYPE "C" DOUBLE GRATE TYPE II CATCH BASIN TOP

(FOR BITUMINOUS CONCRETE LIP CURB, CONCRETE CURB AND GRANITE CURB)

N O T T O S C A L E

SIDEWALK RAMP NOTES

(CTDOT GUIDE SHEETS/TOWN OF MANCHESTER)

2020 P.I.S.

CONVERT CATCH BASIN TO MANHOLE

N O T T O S C A L E

R :\P ro je ct \P ub lic

W or ks \2

H ill ia rd

S t S id ew al k

Ex t (

A da m s t o D uv al

D B

G \P ro j\2

A N

.d w g, /2 4/

P M

, b ka la ns ur iy a

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

FOR BIDDING

AutoCAD SHX Text 05/24/23

AutoCAD SHX Text

JED

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

=…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 11, 2025.