Addendum 1 Attachments

14 MB Posted May 11, 2023

Attached to: High Speed Traffic Cameras ***SEE REPOSTED BID
Solicitation number: 2023-6
Issued by: Terrell County, Georgia

About this file

Written by GovTribe AI · Jul 23, 2026

This Addendum 1 Attachments file pertains to the City of Thomasville, Georgia's 2023 Remington Avenue Streetscape project. The project encompasses improvements to Remington Avenue and Kern Street from Smith Avenue to East Pinetree Boulevard, including resurfacing, curb and gutter installation, roundabout construction, landscaping, stormwater improvements, water main replacements, and sewer rehabilitation. Sealed bids were due by 10:00 AM local time on June 27, 2023, at the City Engineer's Office located at 411 W. Jackson Street, Thomasville, Georgia 31792. Bids were to remain firm for 60 days following the submission deadline. The Prime Bidder must be a prequalified Georgia Department of Transportation contractor responsible for furnishing all materials, labor, equipment, and performing all work required to complete the project. Complete bid documents were available for review at the City Engineer's Office and could be obtained from Kimley-Horn via Remington@kimley-horn.com. Bidders were required to have officially purchased and received complete bid documents for their proposals to be considered.

Bids must be accompanied by a Certified Check or Bid Bond equal to not less than 10 percent of the bid amount. If awarded the contract, the successful bidder must submit separate Payment and Performance Bonds, each for 100 percent of the contract amount. Bids must be clearly marked "2023 REMINGTON AVENUE STREETSCAPE" and delivered by the specified deadline. The City of Thomasville reserves the right to reject any and all bids, waive informalities, re-advertise, or award the contract in the best interest of the City.

Text of this file

EXIST. R/W

CONST. 5' SIDEWALK

CONNECT TO EXISTING

PAVEMENT

CONST. TYPE 2

CURB & GUTTER

AVE.

132' R

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

BEGIN REMINGTON AVENUE

RECONSTRUCTION:

STA. 125+33.58

LEGEND:

6" CONCRETE DRIVEWAY

4" CONCRETE SIDEWALK AND MULTI-USE PATH

ST-600

ST-601

43 LF OF 18" RCP @ 1.17%

104 LF OF 18" RCP @ 4.31%

125+00

126+00

BP: 125+00.00

PC: 125+67.81

PT: 126+25.56

PI: 126+49.89

12.0'

CONST. TYPE 2

CURB & GUTTER

4.2

3.7

263.74

264.00

263.31

263.67

263.85

263.51

263.90 263.80

R =17

.3 6'

=18° 5

2'12"

L=57 .7

C B

4°2 5' 5

4" E

C =57

.49'

N 83°52'00"E

67.81'

CURB & GUTTER

EXIST. R/W

8' MULTI-USE PATH

EXIST. R/W

25.0' R

PROTECT EXISTING STORM AND

CONNECT TO EXISTING STORM 189.0' R

STA:22+73.76

OFF:66.88'RT

END SIDEWALK

STA:23+06.15

OFF:69.67'RT

STA:22+90.77

OFF:60.54'RT

TIE TO EXISTING

END REID STREET

RECONSTRUCTION

STA. 129+05.80

LEGEND:

6" CONCRETE DRIVEWAY

4" CONCRETE SIDEWALK AND MULTI-USE PATH

R E

E T

ST-701

ST-501.1

ST-702

ST-700

30 LF OF 24" RCP @ 0.50%

58 LF OF 30" RCP @ 0.62%

.6 8%

45 LF OF 24" RCP @ 0.55%

PRC: 128+18.80

PT: 128+87.55

EP: 129+32.05

11.0'

211' R

REMINGTON AVE.

STA:23+21.75

OFF:17.21'RT

4 26

6 26

264.69 264.68

263.98 264.28

263.92

264.20 264.94

264.23

R =1

.4 1'

4°

5' C

5°

3" E

C =6

S7 3°

8" E

Horiz. 1" = 20' Vert. 1" = 2'264

1+00

144 LF OF 15" RCP @ 0.25%

EXIST. GRADE

ST-705

GDOT 1001B CONCRETE HEADWALL

STA: 18+70.70, 180.05RT

RIM: 269.88

INV OUT: 268.36 15" RCP

EX-6

GDOT 1011A BRICK MANHOLE. CONNECT TO EXIST.

STA: 18+87.32, 37.47RT

RIM: 274.40

INV IN: 268.00 15" RCP

INV IN: 268.00 24" RCP

INV OUT: 267.20 24" RCP

CONST. TYPE 7

CURB & GUTTER

SCHLEY ST.

CONNECT

EXISTING

STORM

STRUCTURE

23+00

24+00

: 2

N30°29'58"E 37.52'

TIE TO EXIST. CURB & GUTTER

STA:24+87.11

OFF:70.67'LT

BEGIN 6' CURB TRANSITION

STA:24+85.00

OFF:65.05'LT

RESET

EXIST.

FENCE

ST-502.1

ST-602

ST-500

ST-501

ST-501.1

104 LF OF 18" RCP @ 4.31%

28 LF OF 36"

RCP @ 0.35%

F O

TYPE 9 CURB & GUTTER

TYPE 2

CURB & GUTTER

REMINGTON AVE.

TYPE 2 CURB & GUTTER

ADJUST MH TO

FINISH GRADE

ADJUST MH TO

FINISH GRADE

EXIST. R/W

N32°59'16"E

37.0' R

STA:22+74.37

OFF:36.79'LT

STA:23+22.61

OFF:17.15'LT

STA:23+54.58

OFF:17.17'LT

STA:23+63.31

OFF:16.79'LT

100.0' R

STA:23+21.75

OFF:17.21'RT

R287.0'

STA:23+58.95

OFF:17.17'RT

17 LF OF 18" RCP @ 7.48%

165 LF OF 36" RCP @ 1.07%

43 LF OF 18" RCP @ 9.00%

STA:23+88.75

OFF:18.09'LT

STA:23+72.55

OFF:45.41'LT

STA:23+81.27

OFF:40.50'LT

STA:24+13.06

OFF:139.88'LT

STA:23+91.95

OFF:142.39'LT

17.0'

22.0'

35.0'

N O

GRAPHIC SCALE IN FEET

10 20 40

REMINGTON AVE CONTINUATION

N O

GRAPHIC SCALE IN FEET

10 20 40

A N

C30

REID STREET CONTINUATION

N U

O R

Y O

O M

DRIVEWAY RECONSTRUCTION

D D

E N

D U

-2

C R

ALLEN ST

E S T

TUCWAL S

T PA

KINGS DR

NGLEAF DR

SHUMAKE AVE

UMAKE A

GRANDVIEW TR

HIGHWAY 319 S

CASSIDY RD

HIGHW

AY 319 BYP

HEATHER LNCRAIG CTDOROTH

Y D

DOROTHY DRDO

THY DR

N PINETREE BLVD

BUCKTON W

BUCKTO

N W

BECKY ST

MARGARET ST

BETTY ST

O N

D R

DAVENPORT DR

OLD FIELD CT

WHISPERING PINES CT

SUM

ERCREEK LN

N O

CRESTW

D DR

S PINETREE BLVD

CAM

ELLIA DR

GRA

NT S

DELW

OOD PL

THOMAS TECH LN

E JA

CKSON ST

HIGHWAY 319 BYP

TH ST

WIMBLEDON DR

METCALF AVE

O O

N PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ALLS LN

W W

O N

S T

CRIMSON CIR 3RD AVE

AUGUSTA AVE MILLPOND RD

PLUM ST

N S

ALSTO

FALCO

W JE

FFERSON ST

N DAW

SON ST

HARRIS ST

GORDON AVE

W HILL

N G

N M

ADISON ST

N PINETREE BLVD

N H

O O

SMITH AVE

E JA

CKSON ST

REID ST

O N

D R

PINE ST

PERSIMMON ST

N COLLEGE ST

PLANTATION OAKS DR

E W

ASHINGTON ST

N SPAIR ST

S T

ROBIN DR

SCHOOL AVE

W O

O D

WHITEHURST ST

OAK ST

2ND AVE

C T

LONGLEAF DR

BOSSER AVE

O N

S T

E S

L U

D R

PATTERSO

STILL RD

BIBB ST

GLENW

OOD DR

GBIRD DR

ROSE AVE

ELLINOR ST

NEEL ST

CANNON ST

PINE ST

N CRAW

FORD ST

N DAW

SON ST

KERN

HLE

Y S T

DGRASS LN

HANOVER ST

SEABOARD DR

PAYN

E ST

N A

S T

FELIX ST

FESTUS ST

GENESIS PKY

CLO

VERDALE DR

HOLLAND ST

HENDERSON ST

HIGHLAND ST

N HANSELL ST

BETH DR

LANSING ST N SPAIR ST

EDGEW

OOD DR

SALLY

BETTY ST

W JA

CKSO

N ST

N BROAD ST N BROAD ST

SMITH AVE

REMINGTON AVE

FONTAINE DR

YRTLE DR COTTAGE LN

VASHTI AVE

RDO

AVE

O N

OLD MONTICELLO RD

S BROAD ST

BRIARCLIFF DR

EUCLID DR

BELM

ONT DR

EASTSIDE DR

COLTON AVE

N S

METCALF AVE

Y CIR

CHUKKARS DR

FORBES DR

W CLAY ST

E CLAY ST

SHERW

D DR

D R

PRESTWICK LNTU

BERRY CT

WOODCREST DR

LIN

WEST CLUB DR

S T

ROBIN DR

BROWN ST

PATTEN STHOPKINS ST

ELY ST JONES ST

JONES ST

ISOBEL ST

RUTH LN

S T

HARRIS ST

LEWIS ST

MILDRED LN

ARCHBOLD AVE

6TH AVE

CARLTON ALY

S T

RAN

GE ST

PERSIMMON ST

PEACH ST

PEAR ST

PECAN ST

AZALEA ST

JUNIUS ST JUNIUS ST

N O

TH ST

LAKE EAGLE DR

LAKEWOOD DR

VIN

GTO

AVE

S PINETREE BLVD

PINETREE BLVD

CARDINAL RIDGE RD

S PINETREE BLVD

CARDINAL RIDGE RD

TALL PINES DR

HIDING PLGREE

NLE

AF T

BURNIN

G LE

AF D

HIGHW

AY 319 BYP

SEW

ARD ST

CHANNELIZING DEVICE

SOUTH BOUND TRAFFIC

NORTH BOUND TRAFFIC

WORK ZONE

CSX RAILROAD

CAIRO RD

REMINGTON AVENUE

STREETSCAPE IMPROVEMENTS

DETOUR PLANS & CONSTRUCTION PHASING

SITE MAP

THOMASVILLE CITY COUNCIL

MAYOR - JOHN H. FLOWERS

MAYOR PRO-TEM - TODD MOBLEY

COUNCIL MEMBER - WANDA WARREN

COUNCIL MEMBER - SCOTT CHASTAIN

COUNCIL MEMBER - TERRY SCOTT

J. ALAN CARSON. - CITY MANAGER

TODD POWELL, P.E. - CITY ENGINEER

SITE LOCATION

REMINGTON AVE.

F:\Engineering\Projects\2018 Remington Avenue - 3212100003\Drawings\Maintenance of Traffic-TP\Cover Sheet.dwg

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

MAINTENANCE OF TRAFFIC

GENERAL

THE CONTRACTOR SHALL KEEP ONE LANE OPEN DURING ALL ROADWAY WATER MAIN OPEN CUTS.

HOWEVER, THE CONTRACTOR WILL BE ALLOWED TO CLOSE THE ROADWAY FOR A WATER MAIN OPEN CUT IF IT IS APPROXIMATE TO A STORM DRAINAGE CROSSING THAT IS BEING INSTALLED SIMULTANEOUSLY.

THIS WILL ONLY BE ALLOWED IF RESIDENTS WILL NOT BE BLOCKED FROM ACCESSING THEIR PROPERTIES.

ALL SINGLE LANE CLOSURES SHALL BE IN ACCORDANCE WITH GDOT STD. 9102.

THE CONTRACTOR SHALL INSTALL THE WATER MAINS AT THE ELEVATIONS SPECIFIED IN THE

CONSTRUCTION PLANS AND PROFILES (SHEETS 01-01 TO 24-18) PRIOR TO INSTALLING ANY STORM

WATER DRAINAGE PIPING.

PRIOR TO ANY ROAD CLOSURES ALONG REMINGTON, THE CONTRACTOR SHALL CONSTRUCT THE STORM DRAINAGE PIPING BENEATH COVINGTON AVENUE AND ORCHARD LANE. THIS WILL PROVIDE ACCESS TO

PROPERTIES VIA DETOUR ROUTES.

THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC AND PHASING PLANS FOR RESIDENTS TO MAINTAIN ACCESS AT ALL TIMES DURING CONSTRUCTION TO PROPERTIES ALONG REMINGTON AVE. AND

THE NO OUTLET ROADWAYS SUCH AS:

* WISE ST.

* MITCHELL PLACE DR.

* LAKE EAGLE DR.

* SUMMER CREEK COVE SUBDIVISION

C R

O N

B Y

C O

S H

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

INDEX

Sheet Number Sheet Title

33-01 COVER

33-01 REMINGTON AVENUE

33-02 REMINGTON AVENUE

33-03 REMINGTON AVENUE

33-04 REMINGTON AVENUE

33-05 REMINGTON AVENUE

33-06 REMINGTON AVENUE

33-07 REMINGTON AVENUE

33-08 REMINGTON AVENUE

33-09 REMINGTON AVENUE

33-10 REMINGTON AVENUE

33-11 REMINGTON AVENUE

33-12 REMINGTON AVENUE

33-13 REMINGTON AVENUE

33-14 KERN ROUNDABOUT WEST BOUND TRAFFIC CONTROL

33-15 KERN ROUNDABOUT WEST BOUND TRAFFIC CONTROL

33-16 BEN GRACE ROUNDABOUT WEST BOUND TRAFFIC CONTROL

33-17 BEN GRACE EAST BOUND ROUNDABOUT TRAFFIC CONTROL

REV 1

REV 2

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

AutoCAD SHX Text Changed sheet range

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

AutoCAD SHX Text Changed the Title Index

KINGS DR

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS TO RESIDENTIAL

HOMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-01

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

Sheet added

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS TO RESIDENTIAL

HOMES

DETOUR

REM

INGTON EAST BOUND

WORK ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-05 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-02

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS TO RESIDENTIAL

HOMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-03

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETO

REM

ING

N EAST BO

UND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS TO RESIDENTIAL

HOMES

DETOUR

REMINGTON EAST BOUND

WORK ZONE

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-04

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE

ACCESS TO RESIDENTIAL HOMESWORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-05

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

AutoCAD SHX Text

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REMINGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS TO RESIDENTIAL

HOMES

WORK ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-06

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ISSUE ACCESS FROM

SUMMER CREEK COVE AT ALL TIMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-07

AutoCAD SHX Text

JLM

AutoCAD SHX Text 6-12-23

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ISSUE ACCESS FROM

SUMMER CREEK COVE AT ALL TIMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-08

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

W D

KINGS DR

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ISSUE ACCESS FROM

SUMMER CREEK COVE AT ALL TIMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-09

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

W D

KINGS DR

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

COTTAGE LN

VASHTI AVE

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REMINGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ISSUE ACCESS FROM

SUMMER CREEK COVE AT ALL TIMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-10

AutoCAD SHX Text

JLM

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

W D

LAKE VIEW

KINGS DR

JAM

ES ST

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

LAKE VIEW DR

PINE LAKE DR

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

VASHTI AVE

BRIARCLIFF DR

CLERM

ONT DR

WASHINGTON PL

ASHINGTON PL

EUCLID DR

BELM

ONT DR

E WASHINGTON ST

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS FROM

RESIDENTIAL HOMES AT ALL TIMES

WORK

ZONE

DETOUR

REMINGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-11

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

W D

LAKE VIEW

KINGS DR

JAM

ES ST

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

LAKE VIEW DR

PINE LAKE DR

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

VASHTI AVE

BRIARCLIFF DR

CLERM

ONT DR

WASHINGTON PL

ASHINGTON PL

EUCLID DR

BELM

ONT DR

E WASHINGTON ST

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS FROM

RESIDENTIAL HOMES AT ALL TIMES

WORK ZONE

DETOUR

REM

INGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-12

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

W D

LAKE VIEW

KINGS DR

JAM

ES ST

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

LAKE VIEW DR

PINE LAKE DR

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

VASHTI AVE

BRIARCLIFF DR

CLERM

ONT DR

WASHINGTON PL

ASHINGTON PL

EUCLID DR

BELM

ONT DR

E WASHINGTON ST

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REM

INGTON EAST BOUND

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CONTRACTOR TO ENSURE ACCESS FROM

RESIDENTIAL HOMES AT ALL TIMES

WORK AREA

DETOUR

REM

INGTON EAST BOUND

DETOUR

REMINGTON EAST BOUND

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

TRAFFIC CONTROL ALONG REMINGTON AVENUE

DURING STORM DRAIN CONSTRUCTION TO ALLOW

TRAFFIC FLOW EAST BOUND AT ALL TIMES DURING

THE CONSTRUCTION IN ACCORDANCE OF TRAFFIC

CONTROL PLANS.

CONTRACTOR TO PATCH ROADWAY AT THE

COMPETITION OF STORM DRAIN CROSSINGS TO

ASSIST WITH TRAFFIC FLOW IN THE

CONSTRUCTION AREA.

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

A V

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-13

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

GARDEN

JAM

ES ST

RIDGE CT

COLTON AVE

BECKY ST

REMINGTON AVE

MORNINGSID

E DR

MEADOW

OLD FIELD CT

HISPERING PINES CT

FOREST MEADOWS CT

LAKERIDGE TR

VIEW CT

MORNINGSID

E DR

ITCHELL PLACE DR

HADLEY DR

RCHARD LN

COVINGTON AVE

VIN

GTO

AVE

CLARK ST

S HANSELL ST

CIL

REID ST

E JACKSON ST

HILL

STGRADY ST

METCALF AVE

VE ST

HAN

SELL ST

DAW

S H

ANSE

S D

N ST

SMITH AVE

E JACKSON ST

GLEN

O O

D DR

REID ST

E JEFFERSON ST

METCALF AVE

JAM

ES ST

STEW

ART ST

VE ST

HARDAW

AY ST

E JEFFERSON ST

E WASHINGTON ST

ROSE AVE

DAW

KERN ST

BENNETT ST

WISE ST

Y S T

OKE

E S

REID ST

SCHLEY ST

MARION ST

S LO

VE ST

S LO

VE ST

WARREN AVE

SNODGRASS LN

CLEAN AVE

S DAW

HAN

SELL ST

E JEFFERSON ST

E JACKSON ST

SMITH AVE

REMINGTON AVE

YRTLE DR

TTAGE LN

CLID DR

BELM

T DR

BELM

T DR

EASTSIDE DR

GRADY ST

COLTON AVE

METCALF AVE

S HANSELL ST

S HAN

SELL ST

E WASHINGTON ST

E LOOMIS ST

LAKE EAGLE DR

LAKEW

OOD DR

VIN

GTO

N PL

SEW

ARD ST

RCHARD LN

E JACKSON ST

DETOUR

REMINGTON EAST

BOUND

DETOUR

REMINGTON EAST

BOUND

ETO

U R

EAST

U N

DETOUR

REMINGTON EAST

BOUND

WORK

ZONE

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW

BOARD

WESTBOUND TRAFFIC

LEFT LANE

CLOSED

DETOUR

LOCAL

TRAFFIC

RIGHT LANE

CLOSED

ADVANCE

WARNING

ADVANCE

WARNING

EAST BOUND TRAFFIC

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

N R

O U

N D

A B

O U

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

REV 2

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-14

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

AutoCAD SHX Text Changed sheet no. range

AutoCAD SHX Text

AutoCAD SHX Text 6-13-23

Changed Sheet No.

KER

N ST

GARDEN

JAM

ES ST

RIDGE CT

COLTON AVE

BECKY ST

REMINGTON AVE

MORNINGSIDE DR

MEADOW

OLD FIELD CT

HISPERING PINES CT

FOREST M

EADOW

S CT

LAKERIDGE TR

VIEW CT

MORNINGSIDE DR

ITCHELL PLACE DR

HADLEY DR

RCHARD LN

COVINGTON AVE

VINGTO

N AVE

CLARK ST

S HANSELL ST

CEC

REID ST

E JACKSON ST

HILL

STGRADY ST

METCALF AVE

VE ST

HAN

SELL ST

DAW

S H

ANSE

S D

N ST

SMITH AVE

E JACKSON ST

GLEN

O O

D DR

REID ST

E WASHINGTON ST E WASHINGTON ST

E JEFFERSON ST

METCALF AVE

JAM

ES ST

STEW

ART ST

VE ST

E WASHINGTON ST

HARDAW

AY ST E JEFFERSON ST

REMINGTON AVE

ROSE AVE

DAW

KERN ST

BENNETT ST

ISE ST

RAY S

CHER

OKEE

REID ST

SCHLEY ST

MARION ST

S LO

VE ST

S LO

VE ST

WARREN AVE

SNODGRASS LN

CLEAN AVE

S DAW

HAN

SELL ST

E JEFFERSON ST

E JACKSON ST

E JACKSON STE JACKSON ST

SMITH AVE

REMINGTON AVE

YRTLE DR

TTAGE LN

CLID DR

BELM

T DR

BELM

T DR

EASTSIDE DR

GRADY ST

COLTON AVE

METCALF AVE

S HANSELL ST

S HAN

SELL ST

E WASHINGTON ST

E LOOMIS ST

LAKE EAGLE DR

LAKEW

OOD DR

COVIN

GTO

N PL

SEW

ARD ST

RCHARD LN

E JACKSON ST

DETOUR

REMINGTON WESTBOUND

O U

R R

N W

N D

O U

R R

N W

N D

DETOUR

REMINGTON W

EST

BOUND

WORK

ZONE

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW

BOARD

WESTBOUND TRAFFIC

LEFT LANE

CLOSED

DETOUR

LOCAL

TRAFFIC

RIGHT LANE

CLOSED

ADVANCE

WARNING

ADVANCE

WARNING

WEST BOUND TRAFFIC

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

N R

O U

N D

A B

O U

T W

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

REV 2

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-15

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

AutoCAD SHX Text Changed sheet no. range

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

Changed sheet no.

BUSINESS CIR

W D

LAKE VIEW

KINGS DR

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

HADLEY DR

E PINETREE BLVD

E CLA

Y ST

ORCHARD LN

ROYAL AVE

COVINGTON AVE

ASH

GTO

N CT

BELM

ONT DR

KINGS DR

E CLAY ST

RIDGECREST DR

JAM

ES ST

E W

ASHINGTON ST

PHELPS ST

REMINGTON AVE

ROSE AVE

HLE

Y S T

MARION ST

KE VIEW DR

PINE LAKE DR

CLANTON ST

SALLY

BETTY ST

LAKE CIRCLE DR

E JA

CKSON ST

REMINGTON AVE

YRTLE DR

COTTAGE LN

VASHTI AVE

MONTROSE DR

RIDGECREST DR

BRIARCLIFF DR

DUNEDIN DR

CLERM

ONT DR

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

BELMONT DR

BELM

ONT DR

E CLAY ST

E W

ASHINGTON ST

E W

ASHINGTON ST

E W

ASH

GTO

N ST

E WASHINGTON ST

E W

ASHINGTON ST

E W

ASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DET

OUR

REM

GTO

UND

DETOUR

REMINGTON W

EST

BOUND

DET

OUR

REM

GTO

N W

UND

DETOUR

REMINGTON WEST

BOUND

TEMP ACCESS

TO SUMMER CREEK

TEMP EGRESS

FROM SUMMER CREEK

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

WEST BOUND

THE CONTRACTOR SHALL PROVIDE TEMPORARY

ACCESS TO SUMMERCREEK COVE AT ALL TIMES

DURING THE BEN GRACE\REMINGTON

ROUNDABOUT CONSTRUCTION

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

G R

A C

E W

B O

U N

D T

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

REV 2

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-16

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

AutoCAD SHX Text Changed sheet no. range

AutoCAD SHX Text 6-12-23

W D

LAKE VIEW

KINGS DR

JAM

ES ST

RIDGE CT

SUMMERCREEK CV

BECKY ST

MARGARET ST

BETTY ST

REMINGTON AVE

SALLY ST

MEADOW

C T

MITCHELL PLACE DR

SUMMERCREEK CV

SUM

ERCREEK CV

SUM

ERCREEK LN

BEN GRACE DR

E PINETREE BLVD

ORCHARD LN

ROYAL AVE

VIN

GTO

AVE

COVINGTON AVE

ASH

GTO

N CT

KINGS DR

E CLAY ST

JAM

ES ST

PHELPS ST

REMINGTON AVE

ROSE AVE

MARION ST

LAKE VIEW DR

PINE LAKE DR

CLANTON ST

SALLY ST

BETTY ST

LAKE CIRCLE DR

REMINGTON AVE

COTTAGE LN

VASHTI AVE

BRIARCLIFF DR

CLERM

ONT DR

WASHINGTON PL

ASHINGTON PL

EUCLID DR

CIRCLE DR

BELM

ONT DR

E CLAY ST

E WASHINGTON ST

E W

ASH

GTO

N ST

E WASHINGTON ST

LAKE EAGLE DR

O N

P L

ORCHARD LN.

E JA

CKSON ST

E JA

CKSON ST

E JA

CKSON ST

CLANTON ST

DETOUR

REMINGTON EAST

BOUND

DETOUR

REM

INGTON EAST

BOUND

DETOUR

REMINGTON EAST

BOUND

DETOUR

REMINGTON EAST

BOUND

WORK ZONETEMP ACCESS

TO SUMMER CREEK

TEMP EGRESS

FROM SUMMER CREEK

CHANNELIZING

EAST BOUND TRAFFIC

WORK ZONE

ARROW BOARD

WESTBOUND TRAFFIC

LEFT LANE CLOSED

DETOUR

LOCAL TRAFFIC

RIGHT LANE CLOSED

ADVANCE WARNING

THE CONTRACTOR SHALL PROVIDE TEMPORARY

ACCESS TO SUMMERCREEK COVE AT ALL TIMES

DURING THE BEN GRACE\REMINGTON

ROUNDABOUT CONSTRUCTION

EAST BOUND

DRAWING NO.

CHECKED:

SCALE:

DRAWN:

JOB NO.

C R

O N

B Y

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

A V

C R

O N

B Y

G R

A C

O U

N D

T C

NOTE: THE PROFESSIONAL ENGINEERING STAMP

FOR TODD POWELL ONLY APPLIES TO SHEETS

33-01 TO 33-17 WITHIN THE PLAN SET.

REV 1

REV 2

DocuSign Envelope ID: AB217505-735B-4DA2-8F88-B4206B1C3563

6/14/2023

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

AutoCAD SHX Text 33-17

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

AutoCAD SHX Text Changed sheet no. range

AutoCAD SHX Text

AutoCAD SHX Text 6-12-23

FLOODWAY

ZONE AE

FLOOD ZONE

FLOODWAY

ZONE AE

℄CONST.

TYPE 2 CURB

& GUTTER

TYPE 2 CURB & GUTTER

℄CONST.

25' R

CONCRETE

DRIVEWAY (TYP.)

1' R

1' R (TYP.) 6.0' 2' R

50' R

LEGEND:

LIMITS OF WIDENING

REMINGTON AVENUE

EXIST. R/W

56+00 57+00 58+00 59+00

R=4550.00' ∆=8°29'05"

L=673.80'

CB=N55°25'34"E

C=673.19'

R=4550.00' ∆=8°29'05"

L=673.80'

CB=N55°25'34"E

C=673.19'

4" CONCRETE SIDEWALK AND MULTI-USE PATH

6" CONCRETE DRIVEWAY

4" CONCRETE SIDEWALK AND MULTI-USE PATH

PC: 1+65.40

PT: 1+82.82

EP: 2+60.23

∆=4°59'33" R=200.00' L=17.43'

CB=N31°14'17"W

C=17.42'

ST-402

ST-403

ST-400

237 LF OF 36" RCP @ 0.25%

F O

C P

.5 1%

130 LF OF 36" RCP @ 0.52%

32 LF OF 36"

RCP @ 0.54%

12' STRAIGHT HEADWALL PER

GDOT 1001-B WITH TYPE 1

RIP-RAP PER GDOT D-55A

20' STRAIGHT HEADWALL PER

GDOT 1001-B WITH TYPE 1

RIP-RAP PER GDOT D-55A

ST-401

TYPE 1 RIP-RAP

WITH FILTER FABRIC

HEADWALL PER

GDOT STD.

DETAIL 1001-B

270275269271272273274

ST-202

ST-201

ST-301

ST-302

ST-200

71 LF OF 18" RCP @ 0.28%

161 LF OF 60" RCP @ 0.20%

44 LF O

F 18" RCP @

0.45%

36 LF OF 60"

RCP @ 3.89%

42 LF OF 60" RCP @ 0.21%

10 LF OF 18"

RCP @ 1.00%

HEADWALL PER

GDOT STD.

DETAIL 1001-B

C O

N A

V E

TYPE 1 HEADER CURB

4' N

°4

.4 1'

8' MULTI-USE PATH

ST-301.1

25' R

SAWCUT

5' SIDEWALK

STA:59+71.90

OFF:19.78'RT

STA:58+62.59

OFF:7.53'RT

STA:57+00.07

OFF:0.00'

STA:58+81.85

OFF:7.80'RT

STA:58+81.82

OFF:21.73'RT

STA:58+82.83

OFF:4.08'RT

STA:55+79.71

OFF:12.32'RT

STA:58+83.75

OFF:6.31'RT

STA:1+61.25

OFF:19.78'RT

STA:1+57.30

OFF:21.61'RT

STA:1+36.87

STA:1+70.96

OFF:17.93'LT

STA:1+86.72

OFF:18.00'LT

BEGIN 6' FLARED END

STA:1+80.76

OFF:21.47'LT

BEGIN 6' FLARED END

STA:2+07.86

OFF:26.14'RT

STA:2+12.19

OFF:18.00'LT

STA:2+20.05

OFF:24.91'RT

270 270

267268

268269

271272

8 26

RECONSTRUCTION

OF DRIVEWAY

LIMIT (TYP.)

ST-403.2

ST-403.1 ST-401.2

ST-401.1

36 LF OF 12" PVC @ 0.50%

65 LF OF 12" PVC @ 0.50%

END PARAPET RETAINING

WALL WITH HANDRAIL

PER GDOT STANDARD DETAIL 4949D

STA:58+62.72

OFF:36.09'RT

Horiz. 1" = 20' Vert. 1" = 2'262

FINISHED GRADE

EXIST GRADE

55+50

56+00

57+00

58+00

59+00

59+70

0.51% -0.50%

PVI STA:56+91.52

PVI ELEV:275.07

AD:1.01%

K:61.00

61.38' VC

HIGH POINT ELEV: 274.99

HIGH POINT STA: 56+91.99

PVI STA:59+16.52

PVI ELEV:273.95

AD:1.41%

K:79.00

111.16' VC

LOW POINT ELEV: 274.13

LOW POINT STA: 59+00.08

161 LF OF 60" RCP @ 0.20%

8" VCP SEWER

130 LF OF 36" RCP @ 0.52%

ST-403

GDOT 1033D CATCH BASIN

STA: 56+36.03, -18.16LT

RIM: 275.11

INV IN: 265.85 36" RCP

INV IN: 265.85 12" PVC

INV OUT: 265.85 36" RCP

ST-401

GDOT 1011A BRICK MANHOLE

STA: 57+66.35, 23.10RT

RIM: 274.50

INV IN: 265.00 36" RCP

INV OUT: 265.00 36" RCP

ST-202

GDOT 1034D CATCH BASIN

STA: 58+33.86, -19.34LT

RIM: 274.38

INV IN: 265.28 60" RCP

INV OUT: 265.28 60" RCP

N U

O R

Y O

O M

NORTH

GRAPHIC SCALE IN FEET

10 20 40

A N

C38

NOTES:

1. ALL MAILBOXES WILL BE REMOVED DURING

CONSTRUCTION AND REINSTALLED. IF MAILBOXES ARE

DAMAGED DURING CONSTRUCTION, THEY SHALL BE

REPLACED WITH LIKE KIND AT CONTRACTORS EXPENSE.

ALL MAILBOX INSTALLATIONS AND REPLACEMENTS WILL

BE IN ACCORDANCE WITH USPS STANDARDS.

2. SEE BACK OF SIDEWALK PLANS FOR SIDEWALK DETAILS

D D

E N

D U

-2

C R

BID FORM

ITEM DESCRIPTION UNIT QTY UNIT EXTENDED

TOTAL PRICE PRICE

150-1000 TRAFFIC CONTROL LS 1 $0.00

151-1000 MOBILIZATION LS 1 $0.00

163-0232 TEMPORARY GRASSING AC 3 $0.00

163-0240 MULCH TN 2 $0.00

163-0529 CONSTRUCT AND REMOVE BALED STRAW CHECK DAM LF 1,820 $0.00

163-0550 CONSTRUCT AND REMOVE INLET SEDIMENT TRAP EA 185 $0.00

165-0010 MAINTENANCE OF TEMPORARY SILT FENCE, TYPE NS LF 15,030 $0.00

165-0030 MAINTENANCE OF TEMPORARY SILT FENCE, TYPE S LF 3,600 $0.00

165-0041 MAINTENANCE OF CHECK DAMS - BALED STRAW LF 1,820 $0.00

165-0050 MAINTENANCE OF SILT RETENTION BARRIER LF 440 $0.00

165-0105 MAINTENANCE OF INLET SEDIMENT TRAP EA 185 $0.00

170-2000 STAKED SILT RETENTION BARRIER LF 440 $0.00

171-0010 TEMPORARY SILT FENCE, TYPE NS LF 15,030 $0.00

171-0020 TEMPORARY SILT FENCE, TYPE S LF 3,600 $0.00

201-1500 CLEARING AND GRUBBING LS 1 $0.00

208-0100 IN PLACE EMBANKMENT CY 20,783 $0.00

210-0100 GRADING COMPLETE LS 1 $0.00

310-5080 GR AGGR BASE CRS, 8 INCH INCL MATL SY 17,500 $0.00

402-1802 RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME TN 2,168 $0.00

402-1812 RECYCLED ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 875 $0.00

402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H. LIME TN 3,237 $0.00 402-3190 RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME TN 85 $0.00

413-0750 BITUM TACK COAT - 0.1 GL/SY GL 4,910 $0.00

430-0180 COLORED PC CONC PVMT, CL 1 CONC, 8 INCH THK (FEDERAL COLOR CODE NO. 11136) SY 496 $0.00

432-0208 MILL ASPH CONC PVMT, 2 IN DEPTH - PAVEMENT TRANSITIONS SY 2,339 $0.00

432-0216 MILL ASPH CONC PVMT, 4 IN AVG DEPTH - DISTRESSED PAVEMENT SY 2,135 $0.00

441-0016 DRIVEWAY CONCRETE, 6 IN TK SY 2,132 $0.00

441-0104 CONC SIDEWALK, 4 IN SY 12,132 $0.00

441-0600 CONC HEADWALLS CY 25 $0.00

441-0748 CONC MEDIAN, 6 IN SY 212 $0.00

441-5002 CONC HEADER CURB, 6 IN X 30 IN, TP 2 LF 770 $0.00

441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP 2 LF 17,988 $0.00

441-6720 CONC CURB & GUTTER, 6 IN X 30 IN, TP 7 LF 1,237 $0.00

441-6745 CONC CURB & GUTTER, 8 IN X 32 IN, TP 9 LF 465 $0.00

500-3110 CLASS A CONCRETE, TYPE P1, RETAINING WALL LF 316 $0.00

500-3115 CLASS A CONCRETE, TYPE P2, RETAINING WALL LF 150 $0.00

500-3200 CLASS B CONCRETE CY 200 $0.00

515-2020 GALV STEEL PIPE HANDRAIL, 2 IN, ROUND (BLACK) LF 466 $0.00

550-1120 STORM DRAIN PIPE, 12 IN, H 1-10 (HDPE) LF 1,577 $0.00

550-1180 STORM DRAIN PIPE, 18 IN, H 1-10 LF 4,777 $0.00

550-1181 STORM DRAIN PIPE, 18 IN, H 10-15 LF 396 $0.00

550-1240 STORM DRAIN PIPE, 24 IN, H 1-10 LF 1,270 $0.00

550-1241 STORM DRAIN PIPE, 24 IN, H 10-15 LF 235 $0.00

550-1300 STORM DRAIN PIPE, 30 IN, H 1-10 LF 918 $0.00

550-1301 STORM DRAIN PIPE, 30 IN, H 10-15 LF 55 $0.00

550-1360 STORM DRAIN PIPE, 36 IN, H 1-10 LF 834 $0.00

550-1361 STORM DRAIN PIPE, 36 IN, H 10-15 LF 110 $0.00

550-1420 STORM DRAIN PIPE, 42 IN, H 1-10 LF 51 $0.00

550-1480 STORM DRAIN PIPE, 48 IN, H 1-10 LF 119 $0.00

550-1540 STORM DRAIN PIPE, 54 IN, H 1-10 LF 445 $0.00

550-1541 STORM DRAIN PIPE, 54 IN, H 1-15 LF 859 $0.00

550-1600 STORM DRAIN PIPE, 60 IN, H 1-10 LF 575 $0.00

550-1601 STORM DRAIN PIPE, 60 IN, H 10-15 LF 971 $0.00

550-4230 FLARED END SECTION 30 IN, STORM DRAIN EA 5 $0.00

603-1024 STN PLAIN RIP RAP, 24 IN SY 68 $0.00

603-7000 PLASTIC FILTER FABRIC SY 68

610-2586 REM ASPH PVMT INCL BASE SY 2,823 $0.00

610-2745 REM CONC DRIVEWAY PAVING SY 1,147 $0.00

611-3030 RECONSTR STORM SEW MANHOLE, TYPE 1 EA 6 $0.00

643-1133 CH LK FENCE, ZC COAT, 4 FT, 11 GA LF 150 $0.00

668-1100 CATCH BASIN, GP 1 EA 65 $0.00

668-1105 CATCH BASIN, GP 1 , 12" NYLOPLAST YARD DRAIN EA 32 $0.00

668-1110 CATCH BASIN, GP 1, ADDITIONAL DEPTH LF 109 $0.00

668-1200 CATCH BASIN, GP 2 EA 13 $0.00

668-1210 CATCH BASIN, GP 2, ADDITIONAL DEPTH LF 60 $0.00

668-2100 DROP INLET, GP 1 EA 25 $0.00

668-2110 DROP INLET, GP 1, ADDITIONAL DEPTH LF 7 $0.00

ESTIMATE DATE: June 21, 2023

REMINGTON AVENUE

ROADWAY PAY ITEMS

00410-3

TOTAL PRICE PRICE

ESTIMATE DATE: June 21, 2023

REMINGTON AVENUE

668-2200 DROP INLET, GP 2 4

668-2210 DROP INLET, GP 2, ADDITIONAL DEPTH 1

668-4300 STORM SEWER MANHOLE, TP 1 EA 15 $0.00

668-4311 STORM SEWER MANHOLE, TP 1, ADDITIONAL DEPTH CLASS 1 LF 20 $0.00

668-4400 STORM SEWER MANHOLE, TP 2 EA 5 $0.00

668-4411 STORM SEWER MANHOLE, TP 2, ADDITIONAL DEPTH CLASS 1 LF 32 $0.00

668-5000 JUNCTION BOX EA 2 $0.00

999-5200 DETECTABLE WARNING SURFACE - NEED SPEC SF 1,040 $0.00

$0.00

639-5000 PRESTRESSED CONCRETE STRAIN POLE, TP IV EA 4 $0.00

647-1000 TRAFFIC SIGNAL INSTALLATION LS 1 $0.00

647-2140 PULLBOX, TP 4 EA 1 $0.00

682-6222 CONDUIT, NONMETAL, TP 2, 2" (KERN/SMITH) LF 45 $0.00

682-6233 CONDUIT, NONMETAL, TP 3, 2" LF 640 $0.00

682-9950 DIRECTIONAL BORE - 3" LF 120 $0.00

682-9950…

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

Other files

File	Type	Posted
Award Information	—	Jul 5, 2023
Addendum 5 Packet	—	May 11, 2023
Award Information	—	May 11, 2023
2023.06.29 Addendum 2	—	May 11, 2023
Addendum 1	—	May 11, 2023
Addendum 3	—	May 11, 2023
Addendum 4	—	May 11, 2023

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File details come from the government source that posted it. Updated Jul 23, 2026.