FLOYD STREET GAS LINE REPLACEMENT DESIGN 7_11.pdf

PDF 8 MB Posted Jul 19, 2024

Attached to: Floyd Street Gas Pipeline Replacement
Solicitation number: PE-70750-NONST-2025-000000031
Issued by: Newton County, Georgia

About this file

Written by GovTribe AI · Jul 24, 2024

This document is a request for proposals from the City of Covington, Georgia for the construction of the Floyd Street Gas Pipeline Replacement project. The project involves the installation of approximately 9,000 feet of 2-inch polyethylene gas main, fourteen tie-ins to existing 2 and 4-inch steel gas mains, and associated service tie-overs along Floyd Street in Covington, Georgia. Sealed proposals will be received until August 22, 2024 at 10:00 A.M. local time, and a mandatory pre-bid meeting will be held on August 9, 2024 at 10:00 A.M. at the Covington City Hall.

The project requires the contractor to provide all labor, tools, skills, equipment, and incidental materials not supplied by the city. Pricing terms, funding sources, and set-asides are not specified in the document. The contract term and any renewal options are also not provided.

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Other files

File	Type	Posted
Revised Bid Sheet_ Floyd_Street_Pipeline_Repl.pdf	PDF	Jul 19, 2024
7_11_24 SEC_FLOYD Gas Line ESPC_ 7_11_24.pdf	PDF	Jul 19, 2024
FloydStReplacement_BID_DocumentPackage.pdf	PDF	Jul 19, 2024
Floyd_Street_Pipeline_Replacement_Bid_Sheet.xlsx	XLSX spreadsheet	Jul 19, 2024
Addendum _ 1.pdf	PDF	Jul 19, 2024

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LOCATION MAP

PROJECT

SITE

COVINGTON, GEORGIA

2194 EMORY STREET N.W.

COVINGTON, GA 30014

(770) 385-2000

CITY OF COVINGTON

PRIMARY PERMITTEE (OWNER):

Know what'sbelow.

before you dig.Call

G00.03REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

DATE: 6-12-2024

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

COVER SHEET

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

Ju ly

1, H

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Sheet List Table Sheet Number Sheet Title

G00.03 COVER SHEET

G00.04 GENERAL NOTES AND ABBREVIATIONS SHEET 1 OF 2

G00.05 GENERAL NOTES AND ABBREVIATIONS SHEET 2 OF 2

C10.10 OVERALL PLAN SHEET 1

C10.11 OVERALL PLAN SHEET 2

C10.12 GAS LINE PLAN & PROFILE (1 OR 10)

C10.13 GAS LINE PLAN & PROFILE (2 OR 10)

C10.14 GAS LINE PLAN & PROFILE (3 OR 10)

C10.15 GAS LINE PLAN & PROFILE (4 OR 10)

C10.16 GAS LINE PLAN & PROFILE (5 OR 10)

C10.17 GAS LINE PLAN & PROFILE (6 OR 10)

C10.18 GAS LINE PLAN & PROFILE (7 OR 10)

C10.19 GAS LINE PLAN & PROFILE (8 OR 10)

C10.20 GAS LINE PLAN & PROFILE (9 OR 10)

C10.21 GAS LINE PLAN & PROFILE (10 OR 10)

C10.22 GAS LINE CONNECTION DETAILS SHEET

EC10.10 SEDIMENT & EROSION CONTROL COVER

EC10.11 SEDIMENT & EROSION CONTROL NOTES

EC10.12 SEDIMENT & EROSION CONTROL PLAN (1 OF 5)

EC10.13 SEDIMENT & EROSION CONTROL PLAN (2 OF 5)

EC10.14 SEDIMENT & EROSION CONTROL PLAN (3 OF 5)

EC10.15 SEDIMENT & EROSION CONTROL PLAN (4 OF 5)

EC10.16 SEDIMENT & EROSION CONTROL PLAN (5 OF 5)

EC10.17 SEDIMENT & EROSION CONTROL DETAILS

EC10.18 SEDIMENT & EROSION CONTROL DETAILS

GENERAL NOTES:

1. SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT EXISTING TREES TO BE SAVED REMAIN

UNDAMAGED DURING CONSTRUCTION. REFERENCE LANDSCAPE AND LAND ALTERATION

ORDINANCE. DEVELOPMENT SHALL COMPLY WITH THE TREE AND LANDSCAPE CODES AS SET

FORTH IN THE LAND DEVELOPMENT CODE UNLESS PERMITTED OTHERWISE.

2. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO

BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER FOR RESOLUTION OF ANY

CONFLICTS BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS.

3. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT

CONSTITUTE A COORDINATE CONTROL MAP OR MATHEMATICALLY CONTROLLED

INFORMATION FOR THE USE OF CONSTRUCTION STAKEOUT. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR AND/OR CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY DIGITAL OR

ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE CONFORMANCE WITH ALL

OF THE NOTATIONS, SPECIFICATIONS, DETAILS AND OTHER DATA APPEARING ON OR AS

MAY BE DERIVED FROM THESE CONSTRUCTION PLANS.

4. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING MAINTENANCE OF

TRAFFIC PLANS AS REQUIRED.

5. CONTRACTOR RESPONSIBLE FOR REPAIR AND REPLACEMENT OF INFRASTRUCTURE /

FACILITIES WITHIN THE RIGHT-OF-WAY THAT ARE DAMAGED DURING CONSTRUCTION

ACTIVITY.

GENERAL INFORMATION:

PROJECT OWNER/DEVELOPER:

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GA 30014

(770) 385-2000

PROJECT ENGINEER:

SOUTHEASTERN GAS ENGINEERING

P.O. BOX 20191

ATLANTA, GA 30325

770-900-0558

SURVEYOR:

GASKINS LECRAW

3475 CORPORATE WAY, SUITE A

DULUTH, GA 30096

(678) 546-8100

ABU ABUTMENT

AS ACTIVE SLUDGE

AL ALUM SOLUTION

AB ANCHOR BOLT

ADPT ADAPTER

ADJ ADJUSTMENT or ADJACENT

AC ACRES

AHD AHEAD

ARV AIR RELEASE VALVE

AKA ALSO KNOWN AS

AG ALLEY GRATE

ALUM ALUMINUM

APP APPARENT

APP'D APPROVED

APPROX APPROXIMATE

A ARC

ARCH ARCHITECTURAL or

ARCHITECT

AC ASBESTOS CEMENT

ASPH ASPHALT

ASSY ASSEMBLY

ATM ATMOSPHERE

AT AUGER TERMINATION DEPTH

AVE AVENUE

AWL AVERAGE WATER LEVEL

BK BACK

BFD BACK FLOW DEVICE

BOC BACK OF CURB

BOW BACK OF WALK

BV BALL VALVE

BW BACKWASH

BRCD BARRICADE

BL BASELINE

BRG BEARING

BM BENCH MARK

BIT BITUMINOUS

BF BLIND FLANGE

BO BLOW OFF

BK BOOK

BBCV BOTTOM BUFFER CHECK

VALVE

BC BOTTOM OF CURVE

BLVD BOULEVARD

BOXC BOX CULVERT

BRKT BRACKET

BLDG BUILDING

BE BURIED ELECTRIC

BT BURIED TELEPHONE

BFV BUTTERFLY VALVE

CATV CABLE TELEVISION

CI CAST IRON

CIP CAST IRON PIPE

CB CATCH BASIN

CAT CATALOG

CLKG CAULKING

CTR CENTER

CL CENTERLINE

CHKD CHECKERED

CV CHECK VALVE

CL2 CHLORINE

CL2S CHLORINE SOLUTION

CCC CHLORINE CONTACT

CHAMBER

CCP CHLORINE CONTACT POINT

CH CHORD

CIR CIRCLE

CEP CITY ELECTRIC POLE

CWM CITY WATER MAIN

CLW CLARIFIED WATER

CE CLARIFIER EFFLUENT

CO CLEAN OUT

CLR CLEAR OR CLEARANCE

COL COLUMN

CAV COMBINATION AIR/VACUUM

RELEASE VALVE

CA COMPRESSED AIR

CONC CONCRETE

CBS CONCRETE BLOCK

STRUCTURE

CMU CONCRETE MASONRY UNIT

CM CONCRETE MONUMENT

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTB COOLING TOWER BLOW DOWN

CTR COOLING TOWER RETURN

CNR CORNER

CORP CORPORATION

CORR CORRUGATED

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

C SNK COUNTERSINK

CR COUNTY ROAD

CPLG COUPLING

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CY CUBIC YARD

CULV CULVERT

C&G CURB & GUTTER

C# CURVE NUMBER

C CUT

DEC DECANT

DB DEED BOOK

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DBI DITCH BOTTOM INLET

DPI DITCH POINT INTERSECTION

DBL DOUBLE

DN DOWN

DWG DRAWING

DR DRIVE

DW DRIVEWAY

DWA DRIVEWAY ASPHALT

DWB DRIVEWAY BRICK

DWC DRIVEWAY CONCRETE

DWD DRIVEWAY DIRT

DWGS DRIVEWAY GRASS

DWGR DRIVEWAY GRAVEL

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

EA EACH

EW EACH WAY

EASMT EASEMENT

E EAST OR EASTING

E-W EAST - WEST

ECC ECCENTRIC

EOP or EP EDGE OF PAVEMENT

ELEC ELECTRIC OR ELECTRICAL

ELEV or EL ELEVATION

ERCP ELLIPTICAL REINFORCED

CONC. PIPE

ENV ENVIRONMENTAL or

ENVIRONMENT

EQ EQUATION

EQUIP EQUIPMENT

ED EQUIPMENT DRAIN

EX or EXIST EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTRUDED

FAB FABRICATED

FOW FACE OF WALK

FT FEET or FOOT FL FENCE LINE or FLOW LINE

FRP FIBERGLASS REINFORCED

PIPE

FOC FIBER OPTIC CABLE

F FILL

FA FILTER AIR or FOUL AIR

FBW FILTER BACKWASH

FE FILTER EFFLUENT or FINISH

ELEVATION

FO FILTER OVERFLOW

FSD FILTER SUMP DRAIN

FWW FILTER WASH WATER

FIN FINISH

FF FINISH FLOOR

FHA FIRE HYDRANT ASSEMBLY

FTG FITTING or FOOTING

FLG FLANGE

FES FLARED END SECTION

FLX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FL FLOW LINE

FM FORCE MAIN

FA FOUL AIR PIPE

FND FOUND

FIP FOUND IRON PIPE

FIR FOUND IRON ROD

FIRC FOUND IRON ROD & CAP

FN&D FOUND NAIL & DISK

GAL GALLON

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GALV/GLV GALVANIZED

GSP GALVANIZED STEEL PIPE

G GAS LINE

GV GATE VALVE

GA GAUGE

GTEB GENERAL TELEPHONE BURIED

GEO GEODETIC

GRD GRADE

GE GRATE ELEVATION

GI GRATE INLET

GRT'G GRATING

GS GRAVITY SEWER or GROUND

SHOT

GS GREASE/SEPTAGE

GP GROUND POINT

GST GROUND STORAGE TANK

HT HAMMER TAP or HEIGHT

HA HAND AUGER

HH HAND HOLE

HR HAND RAIL

HDD HORIZONTAL DIRECTIONAL

DRILL

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEAD WALL

HC HIGH CURB or HANDICAP HP HIGH POINT or HORSEPOWER

HSP HIGH SERVICE PUMPS

HWL HIGH WATER LEVEL

HWM HIGH WATER MARK

HWY HIGHWAY

HORZ HORIZONTAL

HB HOSE BIB

HR HOUR

ID IDENTIFICATION

IN INCH

INF INFLUENT

IPS INFLUENT PUMP STATION

ID INSIDE DIAMETER

IR INTERNAL RECYCLE

INT INTERSECTION

IE INVERT ELEVATION

INV INVERT

IP IRON PIPE

IR IRON ROD

IRR IRRIGATION

IV IRRIGATION VALVE

JT JOINT

JB JUNCTION BOX

JD JURISDICTION LINE

LN LANE

LT LEFT

LS LIFT STATION

LP LIGHT POLE

LF LINEAR FEET

LCL2 LIQUID CHLORINE

LL LOT LINE

LOD LIMITS OF DISTURBANCE

LP LOW POINT

MAG MAGNETIC

MB MAIL BOX

MH MANHOLE

MARV MANUAL AIR RELEASE

VALVE

MAVV MANUAL AIR/VACUUM

VALVE

MFR MANUFACTURER

MPS MASTER PUMP STATION

MTL MATERIAL

MAX MAXIMUM

MHW MEAN HIGH WATER

MLW MEAN LOW WATER

(M) MEASURED

MECH MECHANICAL

MJ MECHANICAL JOINT

MG MILLION GALLON

MGD MILLION GALLONS PER DAY

MIN MINIMUM

MISC MISCELLANEOUS

MES MITERED END SECTION

MOD MODIFIED

MON MONUMENT

MO MOTOR OPERATED

MOV MOTOR OPERATED VALVE

MT MOUNT

NPT NATIONAL PIPE THREAD

NC NORMALLY CLOSED

NO NORMALLY OPEN

N NORTH or NORTHING

N-S NORTH-SOUTH

N/A NOT APPLICABLE or NOT

AVAILABLE

NIC NOT INCLUDED or NOT IN

CONTRACT

NTS NOT TO SCALE

NO or # NUMBER OC ON CENTER or ODOR

CONTROL

O/S OFFSET

OP OPEN PIPE

OPNG OPENING

O/E OR EQUAL

OD OUTSIDE DIAMETER

O/A OVERALL

OHE OVERHEAD ELECTRIC

OHL OVERHEAD LIGHT or LINE

OHT OVERHEAD TELEPHONE

OHW OVERHEAD WIRE

PG PAGE

PVMT PAVEMENT

PED PEDESTAL or PEDESTRIAN

PBO PERMANENT BLOW OFF

PRM PERMANENT REFERENCE

MONUMENT

PV PINCH VALVE

PE PLAIN END or PLANT

EFFLUENT

PB PLAT BOOK

PL PLATE, PLACE or PROPERTY

LINE

PLV PLUG VALVE

PNT POINT

PCC POINT OF COMPOUND

CURVATURE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT or POINT

PVI POINT OF VERTICAL

INTERSECTION

PLS POLYMER SOLUTION PIPE

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

LB or # POUND

PSI POUNDS PER SQUARE INCH

PP POWER POLE

PCV PRESSURE CONTROL VALVE

PRV PRESSURE REDUCING VALVE

PSL PRIMARY SLUDGE LINE

PLS PROFESSIONAL LAND

SURVEYOR

PSM PROFESSIONAL SURVEYOR &

MAPPER

PROP PROPOSED

PL PROPERTY LINE

PID PROPERTY IDENTIFICATION

PS PUMP STATION

PO PUSH ON

R RADIUS

RP RADIUS POINT

RR RAIL ROAD

ROFCV RATE OF FLOW CONTROL

VALVE

RS RAW SEWAGE

RWM RAW WATER MAIN

RCW RECLAIMED WATER

(R) RECORD DATA

RED REDUCER

REF REFERENCE

RLS REGISTERED LAND SURVEYOR

RCP REINFORCED CONCRETE PIPE

REINF REINFORCING

RJW REJECT WATER

REQD REQUIRED

RWGV RESILIENT WEDGE GATE

VALVE

RMF RESOURCE MANAGEMENT

FACILITY

RRF RESOURCE RECOVERY

FACILITY

RAS RETURN ACTIVATED SLUDGE

RU REUSE

RT RIGHT

R/W RIGHT OF WAY

RIM RIM ELEVATION

RD ROOF DRAIN / ROAD

RND ROUND

SP SAMPLE POINT

SCO SANITARY CLEANOUT

SMH SANITARY SEWER MANHOLE

SAN SANITARY SEWER

SCH SCHEDULE

SC SCUM

SE SECONDARY EFFLUENT

S-T-R SECTION, TOWNSHIP &

RANGE

SIR SET IRON ROD

SIRC SET IRON ROD & CAP

SHT SHEET

S/W SIDE WALK

SWD SIDE WATER DEPTH

SL SLUDGE

NaOCI SODIUM HYPOCHLORITE

SOLUTION

SPECS SPECIFICATIONS

SPLWY SPILLWAY

SH SPRINKLER HEAD

SQ SQUARE

SF SQUARE FEET

SS STAINLESS STEEL

STD STANDARD

SR STATE ROAD

STA STATION

STM STORM

STY STORY

ST STREET

SN SUPERNATANT

SL SURVEY LINE

TS&V TAPPING SLEEVE & VALVE

TEL TELEPHONE

TEMP TEMPORARY

TBO TEMPORARY BLOW OFF

THK THICK

TSL THICKENED SLUDGE LINE

THD THREADED

TOS TOE OF SLOPE

TOB TOP OF BANK or BERM

TOC TOP OF CURB

TC TOP OF CURVE

TSC TRAFFIC SIGNAL CABLE

TSS TOTAL SUSPENDED SOLIDS

TWE TRUCK WASH EFFLUENT

TYP TYPICAL

UD UNDERDRAIN

UDCO UNDERDRAIN CLEANOUT

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

USC & GS UNITED STATES COASTAL &

GEODETIC SURVEY

UB UTILITY BOX

VTH VACUUM TEST HOLE (SOFT

DIG)

VAR VARIOUS

VTR VENT THRU ROOF

VERT VERTICAL

VCP VITRIFIED CLAY PIPE

WAS WASTE ACTIVATED SLUDGE

WM WATER MAIN / WATER

METER

WS WATER SERVICE

WV WATER VALVE

WWM WELDED WIRE MESH

W/ WITH

W/O WITHOUT

WLP WOOD LIGHT POLE

WPP WOOD POWER POLE

WTP WOOD TELEPHONE POLE

YD YARD

ABBREVIATIONS:

CITY OF COVINGTON GAS SYSTEM

CONSTRUCTION GENERAL NOTES

1. ALL GAS SYSTEM CONSTRUCTION MUST FOLLOW THE CURRENT CITY OF COVINGTON GAS SYSTEM STANDARDS AND

SPECIFICATIONS.

2. ALL 2" - 4" DIAMETER PE GAS MAINS SHALL MEET THE REQUIREMENTS OF 49 CFR PART 192, LATEST REVISION FOR

60 PSI WORKING PRESSURE.

3. POLYETHYLENE (PE) PIPE IS REQUIRED FOR GAS MAINS.

4. INFORMATION REGARDING UNDERGROUND UTILITIES ON THESE PLANS IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL REQUEST A FIELD LOCATION THROUGH THE UTILITIES PROTECTION CENTER AND ANY UTILITY OWNERS THOUGHT TO HAVE FACILITIES IN THE AREA. THE CONTRACTOR SHALL PROMPTLY COMPARE THESE FIELD-MARKED LOCATIONS WITH THE PROJECT PLANS AND THEN NOTIFY THE DESIGNER OF ANY ANTICIPATED PROBLEMS OR NEED FOR CONTRACT CHANGES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXCAVATE OR CAUSE THE UTILITY OWNER TO EXCAVATE FOR THE PURPOSE OF DETERMINING EXACT ELEVATIONS OR LOCATIONS AT UTILITY CROSSINGS AND OTHER CRITICAL LOCATIONS WELL IN ADVANCE OF THE WORK UNDER THIS CONTRACT. DAMAGE TO EXISTING UTILITIES RESULTING FROM THE

CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM THE CITY ENGINEERING DEPARTMENT AND

NOTIFY THE GAS SYSTEM INSPECTOR 48 HOURS BEFORE BEGINNING CONSTRUCTION.

6. THE CONTRACTOR SHALL INSTALL GAS SERVICES UP TO AND INCLUDING SERVICE TEE, EFV, RISER, AND METER

VALVE. METERS AND REGULATORS WILL BE SET BY THE CITY.

7. GAS MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER

8. LOCATOR WIRE SHALL BE PLACED IN THE TRENCH ABOVE THE GAS MAIN BEFORE BACKFILLING TRENCH.

9. PRESSURE TEST INFORMATION:

STATIC PRESSURE: 100 PSI FOR 24 HOURS.

DATE OF PRESSURE TEST:

10. THE APPROVED GAS PLAN SHALL NOT BE CHANGED EXCEPT BY WRITTEN APPROVAL OF THE CITY.

11. AS-BUILT DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH SPECIFICATIONS.

G00.04REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

DATE: 6-12-2024

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

GENERAL NOTES AND ABBREVIATIONS

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

Ju ne

4, bu ffs

\c om pa ny

\P ro je ct

F ile s\

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\P ro je ct s\

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D ra w in gs \0

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-D w gs \G

-S H

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EXISTING LEGEND: DISCIPLINE DESIGNATORS:

A ARCHITECTURAL

C CIVIL

CD CONSTRUCTION DETAILS

EC SEDIMENT & EROSION

CONTROL

D PROCESS

E ELECTRICAL

L LANDSCAPE

M MECHANICAL

P PLUMBING

Q EQUIPMENT

S STRUCTURAL

V SURVEY

SECTION CUT DESIGNATION:

DETAIL DESIGNATION:

SECTION CUT DIRECTION

DETAIL REFERENCE

SHEET REFERENCE

DETAIL REFERENCE

SHEET REFERENCE

DETAIL REFERENCE

INDICATES DETAIL OR SECTION

IS SHOWN ON THE SAME SHEET

PROPOSED LEGEND:

SANITARY SEWER PIPE SAN

STORM PIPE STM

WATER PIPE WM

FORCEMAIN PIPE

SANITARY SEWER MH

STORM MH

DIRECTION OF FLOW

TOP OF BANK

STORM SEWER

STORM SEWER INLET

FLARED/MITERED END SECTION

SANITARY SEWER SERVICE

WATER MAIN

REDUCER

GATE VALVE

WATER MAIN SERVICE

CONSTRUCTION BLOW-OFF

FIRE HYDRANT ASSEMBLY

RECLAIMED WATER MAIN RCW

PROPERTY LINE

EXTERIOR BUILDING WALL

CONTOUR LINE (MAJOR)

WETLAND LINE

SETBACK LINE

BUFFER LINE

EASEMENT LINE

CENTERLINE

RIGHT OF WAY LINE

PHASE LINE

TREE BARRICADE

CONCRETE LIMITS

WETLAND LIMITS

EXISTING TREE TO BE REMOVED

DIRECTION OF SLOPE

UTLITY CAP

SIGN

CONTOUR LINE (MINOR)

WHEELSTOP

HANDICAP SPACE

BARRICADE

SPOT ELEVATIONS

SWALE

RECLAIMED WATER SERVICE RCW

AIR RELEASE VALVE

BLOW-OFF ASSEMBLY

HATCH DESCRIPTION:

CTV CTVCABLE TV

TEL TEL

ELECTRIC LINE

PHONE LINE

ELC ELC

BFOFIBER OPTIC

RAW WATER MAIN

GAS LINE GAS GAS

RWM RWM

OVERHEAD UTILITY OHW OHW

FENCE LINE

LIMITS OF CONSTRUCTION

TEMPORARY BARRICADE

WETLAND SHW/NP

LOCATION

STREET SIGN

SEASONAL HIGH ELEVATION

BORING NUMBER

68.8

RB-35

WETLAND BUFFER

IMPACT AREA

WETLAND BUFFER

EXPANSION AREA

WETLAND IMPACT

AREA

GRAVEL LIMITS

PROPOSED ASHPHALT

EXISTING ASHPHALT

VIEW DESIGNATION:

VIEW TITLE

REMOVAL HATCH

SALVAGE HATCH

STORM SEWER

FIBER OPTIC

OHP

OVERHEAD POWER

FENCE

PROPERTY LINE

CREEK CENTERLINE

GUARDRAIL

SAN

UGP

GAS

ADJOINING LOT LINE

SANITARY SEWER

WATER MAIN

UNDERGROUND POWER

GAS

ROAD CENTERLINE

LAND LOT LINE

CRZ CRITICAL ROOT ZONE

RIGHT OF WAY

OHU OVERHEAD UTILITY

EASEMENT

A/C AIR CONDITIONER UNIT

BORE HOLE

BENCHMARK

CBX

BOLLARD

CABLE BOX

HOOD AND GRATE INLET

JUNCTION BOX

SANITARY SEWER CLEANOUT

CWSP CROSS WALK SIGNAL POLE

GRATE INLET

CONCRETE MONUMENT FOUND (CCMF)

ELECTRICAL BOX

ELECTRIC METER

ELECTRIC MANHOLE

FIRE DEPARTMENT CONNECTION (BUILDING)

FLARED END SECTION

FIRE HYDRANT

FHR

FOMKR

WATER REUSE HYDRANT

FIBER OPTIC MARKER

SINGLE WING CATCH BASIN

FENCE POST

GUY WIRE

GAS METER

EXISTING GUY POLE

EXISTING GREASE TRAP

GAS VALVE

ADA PARKING

HEADWALL

ICV IRRIGATION CONTROL VALVE

IRON PIN FOUND (TYPE NOTED)

IRON PIN SET

LIGHT POLE

LANDSCAPE LIGHT

MAILBOX

OUTLET CONTROL STRUCTURE

UNDERGROUND POWER TRANSFORMER

PIV

POWER METER

SANITARY SEWER MANHOLE

SINGLE WING CATCH BASIN

STREET SIGN

PAINTED TRAFFIC MARKING

TELEPHONE BOX

TELEPHONE HANDHOLE

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

EVERGREEN TREE

HARDWOOD TREE

UNDERSTORY TREE

TSBX

TSHH

TSP

CABLE PEDESTAL

GAS MARKER

UTILITY POLE

GLMKR

WMR

PEDESTAL INLET

WATER METER

REUSE WATER METER

VALVE

WVR

YARD INLET

DOUBLE WING CATCH BASIN

PARKING COUNT

LOT NUMBER

FIRE DEPARTMENT CONNECTION

POWER MANHOLE

GENERATOR

W WATER MANHOLE

TRAFFIC SIGNAL BOX

MONITORING WELL

POST INDICATOR VALVE

TRAFFIC SIGNAL HANDHOLE

TRAFFIC SIGNAL POLE

REUSE WATER VALVE

CONTOUR LINE

Know what'sbelow.

before you dig.Call

G00.05REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

DATE: 6-12-2024

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

E DW A R D G . C ONDER

GENERAL NOTES AND ABBREVIATIONS

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

STM

SAN SAN SAN SAN

GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

TEL

TEL TEL TEL

TEL

WM WM WM WM WM WM

WM WM

W M

CBX

GV GV

ICV

ICV ICV

ICV

TBX TBX

TBX

THH

WMWM

WMWMWM

WM WM

WMWMWM WM

WMWM

W M

WM WM

WMWM

WM WM

WV WV

OHP

CWSPTSHH

T XX C

SANSAN

SAN

MBX

SAN

SAN SAN

SAN

741.174 2 74

6 748 750 751.1750.6 751.3

2 742 74

2740.7 741.4740.6

730.6 730.2 731.173

744 746

0 752

4751.5

753.3

6 768

791.2 791.7

2 792.3

792.5

793.0

804.5

804.4

80480

803.6

803.0 802.8

803.3

802.8 802.7

802.8 803.0

803.2

802.7

S S

GAS

GAS GAS

SAN

W M

WMWM

WMWV

OHW

SAN

S S

GAS GAS GAS

GAS

Know what'sbelow.

before you dig.Call

RPLAN

SHEET C10.12

SHEET C10.13

SHEET C10.14

SHEET C10.15

SHEET C10.16

SHEET C10.17

T C

.18

T C

.19

FLOYD ST. NE

NEWTON DR. NE

S T.

S E

G S

S T

S T.

A N

S O

N A

V E.

N E

L S T.

N E

A B

H S

H A Z

S T.

N E

B R O

O K S

MARTIN ST. NE

C10.10REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

DATE: 6-12-2024

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

SHEET C10.20

PROPOSED GAS LINE

PLAN & PROFILES

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

STM STM

STM

GAS

GAS GAS

GAS

WM WM

W M

CBX

ICV

THH

WMWM

WMWMWM

WM WM

WMWM

WM WM

WV WV

OHP

MBX

SAN

SAN SAN

SAN

6 768

791.2 791.7

2 792.3

792.5

793.0

804.5

804.4

80480

803.6

803.0 802.8

803.3

802.8 802.7

802.8 803.0

803.2

802.7

GAS

GAS GAS

SAN

W M

WMWM

WMWV

OHW

SAN

GAS

Know what'sbelow.

before you dig.Call

RPLAN

SHEET C10.15

SHEET C10.16

SHEET C10.17

T C

.18

T C

.19

FLOYD ST. NE

NEWTON DR. NE

G S

A B

H S

H A Z

S T.

N E

B R O

O K S

MARTIN ST. NE

C10.11REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

DATE: 6-12-2024

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

SHEET C10.20

PROPOSED GAS LINE

PLAN & PROFILES

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

SHEET C10.21

STM

STMSTM

STM

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANGA S

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS

GAS

S GA

TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

TEL TEL TEL TEL TEL TEL TEL TEL

W M

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

TBX

OHP

O H

P O

H P

O H

P O

H P

O H

OHP

O H

OHP

O H

OHP OHP

OHP

O H

P O

H P

OHP

OHP OHP OHP OHP

OHP

M S

N E

' A

#4RBF#4RBF #4RBF

CONCRETE SIDEWALK

CONC. S/W

& STAIRS

W/ RAIL

CONCRETE

SIDEWALK

XXXXXX

WROUGHT IRON FENCE

CONC.

DRIVEWAY

CONC.

DRIVEWAY

PICKETT FENCEGATE GATE GATE

BRICK

COLUMNS

W/ WROUGHT

IRON FENCE

CONC. S/W

W/ CONC.

WALL

STREET

SIGN

CONC. S/W

W/ CONC.

WALL

BRICK

S/W

ONE WAY

SIGN

35MPH

SIGN

BRICK

S/WCONC. S/W

& STAIRS

W/ RAIL

CONCRETE SIDEWALK

CWSPTSHH

RAMP

BIKE LANE

SIGN

CONC. S/W

NO WRONG

WAY PARKING

SIGN

XXXXXXXXXXXXXX CONCRETE SIDEWALK

WROUGHT

IRON FENCE

GATE

CONC. S/W

35MPH

SIGN MARKER

BIKE LANE

SIGN

WROUGHT IRON FENCE GATE

CONC. S/W

& STEP

W/ CONC.

BLOCK

CONCRETE SIDEWALK

CROSSWALK

AHEAD SIGN

BLOCK WALL

CONC. STAIRS

W/ RAILBRICK

COLUMN

(TYPICAL)

MARKER

FACE OF

PORCH

CONC. WALL

& STEPS

COLUMN,

BRICK WALL

& WROUGHT

IRON FENCE

PAVER

STAIRS

CONC.

S/W

CONC.

S/W

COMMON

CONC.

DRIVEWAY

CONC.

S/W

CONC.

S/W

SAN

STOP

SIGN

STOP

SIGN

CROSSWALK

SIGN

RAMP

GASLINE BY GIS

GAS

GASLINE BY GIS

GAS

GASLINE BY GIS

CONCRETE BLOCK WALL

GASLINE BY GIS

FLOYD STREET FLOYD STREET

2'L-BACK C&G

CONCRETE

24"L-BACK C&G

2'L-BACK C&G 2'L-BACK C&G

CONCRETE WALL

SAN

(A )(B)

(D)

(B)

(D)

RAMP

741.1 74 2 74

4 74

751.1750.6 751.3

8 74

4 74

S S

OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW

S S

(A )(B)

(D)

(B)

(D)

STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS

0+ 00 1+00 2+00 3+00 4+00 5+00 6+00

7+00 8+00

PROPOSED GAS LINE (1) (STA: 0+00.00 to STA: 8+00.00)

SCALE: 1"=30' HORZ / 1"=5' VERT

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

EXISTING GROUND

1- 2"

N G

1- 2"

5°

A 6+

5° E

1- 2"

N F

N G

1- 2"

N G

2" P

X ST

1- 2"

P O

W /V

B O

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

TIE INTO EXISTING GAS WITH 2"

OR 4" LINE STOPPER FITTING

1- 2"

5°

SCALE: FEET

PLAN

FLOYD ST. NE

N E

T C1

S T.

N E

S T.

S E

STA. 0+00

TIE INTO EXISTING GAS LINE

WITH 2" STOPPER FITTING

STA 6+19

1-2" 45° ELL.

STA 06+36

1-2" POLYBALL

VALVE W/VALVE BOX

M E

O R

PROPOSED GAS LINE

PLAN & PROFILE (1 OF 10)

C10.12REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C ONDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

dw g

STA 6+24

1-2" 45° ELL.

M E

O R

STA 7+86

1-2" 45° ELL.

STA 7+93

1-2" LINE STOPPER FITTING

TIE IN DETAIL

C10.22

EXISTING 4" STEEL GAS MAIN

ON EAST ST. TO REMAIN IN

SERVICE

PLAN NOTES (TYP):

1. CITY OF COVINGTON GAS SYSTEM CONSTRUCTION GENERAL NOTES ARE ON SHEET G0.01.

2. THE CITY SHALL BE NOTIFIED BY THE DEVELOPER OR HIS CONTRACTOR BEFORE CONSTRUCTION BEGINS, AND AT VARIOUS STAGES IN COSTRUCTION AS REQUIRED BY THE CITY. THE CITY SHALL BE

GIVEN A 48 HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED.

3. IF ELECTRIC CREWS ARE NEEDED FOR POLE STABILIZATION DURING DIGGING, PLEASE GIVE AT

LEAST 48 HOURS NOTICE TO OPERATIONS MANAGER, NATHAN ROPER @ 706-318-5075

4. ALL WORK SHALL BE DONE TO THE CITY OF COVINGTON STANDARDS AND SPECIFICATIONS

MANUAL.

5. PURGE EXISTING LINES WITH AIR FOR ABANDONMENT.

6. CITY OF COVINGTON TO BE RESPONSIBLE FOR INSTALLING NEW REGULATOR, METER & RELIGHTS.

7. FIELD VERIFY SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITIES.

8. MAXIMUM AREA OF DISTURBANCE IS 4 FEET IN WIDTH.

9. EXISTING METERS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

10. FOR ALL TRENCHING SEE DETAIL ON CD1.02.

11. MINIMUM OF 18" VERTICAL SEPARATION BETWEEN GAS WATER AND SEWER

LINES WHERE CROSSING.

12. FOR ALL POLYETHYLENE PIPE INSTALLED, TRACE WIRE SHALL BE PLACED IN THE TRENCH ONE FOOT ABOVE THE PIPE. THE TRACER WIRE SHALL BE 12 GAUGE, COATED COPPER WIRE SUITABLE FOR

THIS PURPOSE. FOIL TAPE WILL NOT BE ACCEPTABLE.

13. TRAFFIC CONTROL SHALL CONSIST OF FLAGGERS TO MAINTAIN STREET TRAFFIC FOR PARTIAL LANE

BLOCKAGE. NO ROAD CLOSURE PERMITTED WITHOUT FULL TRAFFIC CONTROL PLAN SUBMITTED

BY CONTRACTOR.

14. FOR OPEN CUT INSTALLATION, ROADWAY AND PRIVATE PROPERTY OWNER'S DRIVEWAYS MUST BE

ACCESSIBLE AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO PROPERTY

OWNERS ONE WEEK IN ADVANCE OF CONSTRUCTION NEAR DRIVEWAYS.

15. SYSTEM CONNECTIONS MAY REQUIRE FITTINGS TO AVOID EXISTING INFRASTRUCTURE AND ARE

CONSIDERED INCIDENTAL IN THE UNIT PRICE ON THE BID.

16. EXISTING STEEL SERVICES TO BE INSERTED WITH PE PIPE. 2" SERVICES TO BE INSERTED WITH 14" PE, 1" SERVICES TO BE INSERTED WITH 34" PE, 34" SERVICES TO BE INSERTED WITH 48" PE.

17. SERVICE INSERTIONS TO INCLUDE SERVICE TEE, EFV, ANODELESS RISER AND METER VALVE.

18. PROPOSED VALVE AND VALVE BOX LOCATIONS ARE APPROXIMATE.

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

STM

STMSTM

STM

SAN SAN SAN

GAS GAS

GAS

GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

WM WM

TBX

OHP

O H

OHP OHP OHP

O H

P O

H P

O H

OHP

O H

P O

H P

OHP

O H

P O

H P

O H

OHP

N S

#4RBF

1"OTF #4RBF

X X

CONC. S/W

W/ CONC.

WALL

CONC.

S/W

SANSANSANSANSANSANSANSANSANSANSANSAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

STOP

SIGN

STOP

SIGN

CROSSWALK

SIGN

CROSSWALK

SIGN

CONC. S/W

W/ STEPS

CONC. S/W

W/ STEPS

CONCRETE SIDEWALK

MARKER

5' CHAINLINK

FENCE

STOP

SIGN

DRIVEWAY

APRON

CONC. S/W

BRICK

SIDEWALK

BIKE LANE

SIGN

RAMP

CROSSWALK

SIGN

MARKER

DECO

POLE

BRICK S/W

W/ STEPS

CONCRETE

STEPS

BRICK PAVERSCONCRETE

SIDEWALK

CONCRETE SIDEWALK

BRICK WALL,

BRICK COLUMNS

& WROUGHT

IRON FENCE BRICK WALL,

BRICK COLUMNS

& WROUGHT

IRON FENCE

CONC.

DRIVEWAY

BRICK

S/W

BIKE LANE

SIGN

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONC.

DRIVEWAY

RAMP

CONC.

S/W

CONCRETE SIDEWALK

MARKER

ASPHALT

DRIVEWAY

CONCRETE SIDEWALK

#4RBF

CONC.

DRIVEWAY

CONC.

STAIRS

W/ RAIL

ROCK WALL

BRICK

S/W

BRICK WALL

COLUMN

(TYPICAL)

CONC.

S/W

CONC.

STEPS

COLUMN

(TYPICAL) CONC.

DRIVEWAY

GATE

BRICK

WALL &

COLUMN

(TYPICAL)

ASPHALT

DRIVEWAY

5' CHAIN

LINK

FENCE

BIKE LANE

SIGN

CROSSWALK

AHEAD SIGN

BIKE LANE

SIGN

HANDRAIL

TOP OF

CREEK

BANK

BOTTOM OF

CREEK BANK

CENTERLINE

OF CREEK

CONCRETE SIDEWALK

WROUGHT IRON

#4RBF

DIST.

#4RBF

WROUGHT IRON FENCE

CONC.

DRIVEWAY

SAN

GASLINE BY GIS

GAS

GASLINE

BY GIS

GASLINE

BY GIS

GAS

GASLINE

BY GIS

GASLINE

BY GIS

FLOYD STREET

24"L-BACK C&G

ROCK WALL

SERVES AS

TOP OF BANK

CROSSWALK

SIGN

RAMP

#4RBF

SAN

740.7 741.4 740.6

730.6

730.2

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

S S

OHW OHW OHW OHW

OHW

M W

SANITARY MH

TOP= 730.78

12"DIP INV(A)=723.08

12"DIP INV(B)=724.43

18"CLAY INV(C)=723.03

SANITARY MH

TOP= 729.90

8"DIP INV(A)=724.60

8"CLAY INV(B)=724.70

12"CLAY INV(C)=724.53

(B)(C)

(B)

TOP=740.90

8"CLAY INV(B)=735.40

8"CLAY INV(C)=735.71

8"CLAY INV(D)=735.30(B)

(D)

TOP=742.34

12"DIP INV(A)=733.80

12"DIP INV(B)=734.27

12"DIP INV(C)=733.40

(A)

(C)

SANITARY MH

TOP= 727.03

18"CLAY INV(A)=721.73

18"CLAY INV(B)=721.68

(B)

STM STM

STM

STM STM STM

GAS

GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

8+00 9+00 10+00 11+00 12+00

13+00

14+00

15+00

PROPOSED GAS LINE (1) (STA: 8+00.00 to STA: 16+00.00)

SCALE: 1"=30' HORZ / 1"=5' VERT

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

1- 2"

N G

1- 2"

5°

A 9+

5° E

EXISTING GROUND

2" X2

" T

2" P

O X

8" CLAY STM

12" DIP SAN 8" DIP SAN

24" RCP

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

FLOYD ST. NE

C1 0.

SCALE: FEET

PLAN

S T

S T.

N E

S T

S T.

FLOYD ST. NE

A N

S O

N A

V E.

N E

T C1

STA 8+06

1-2" LINE STOPPER FITTING

W M

M E

O R

M E

O R

PROPOSED GAS LINE

PLAN & PROFILE (2 OF 10)

C10.13REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

dw g

STA 9+51

1-2" 45° ELL.

STA 9+56

1-2" 45° ELL.

STA 09+73

1-2" POLYBALL

VALVE W/VALVE BOX

STA 11+36

1-2"X2" TEE

2" POLYBALL VALVE

W/VALVE BOX

TIE IN DETAIL

C10.22

TIE IN DETAIL

C10.22

PLAN NOTES (TYP):

1. CITY OF COVINGTON GAS SYSTEM CONSTRUCTION GENERAL NOTES ARE ON SHEET G0.01.

2. THE CITY SHALL BE NOTIFIED BY THE DEVELOPER OR HIS CONTRACTOR BEFORE CONSTRUCTION BEGINS, AND AT VARIOUS STAGES IN COSTRUCTION AS REQUIRED BY THE CITY. THE CITY SHALL BE

GIVEN A 48 HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED.

3. IF ELECTRIC CREWS ARE NEEDED FOR POLE STABILIZATION DURING DIGGING, PLEASE GIVE AT

LEAST 48 HOURS NOTICE TO OPERATIONS MANAGER, NATHAN ROPER @ 706-318-5075

4. ALL WORK SHALL BE DONE TO THE CITY OF COVINGTON STANDARDS AND SPECIFICATIONS

MANUAL.

5. PURGE EXISTING LINES WITH AIR FOR ABANDONMENT.

6. CITY OF COVINGTON TO BE RESPONSIBLE FOR INSTALLING NEW REGULATOR, METER & RELIGHTS.

7. FIELD VERIFY SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITIES.

8. MAXIMUM AREA OF DISTURBANCE IS 4 FEET IN WIDTH.

9. EXISTING METERS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

10. FOR ALL TRENCHING SEE DETAIL ON CD1.02.

11. MINIMUM OF 18" VERTICAL SEPARATION BETWEEN GAS WATER AND SEWER

LINES WHERE CROSSING.

12. FOR ALL POLYETHYLENE PIPE INSTALLED, TRACE WIRE SHALL BE PLACED IN THE TRENCH ONE FOOT ABOVE THE PIPE. THE TRACER WIRE SHALL BE 12 GAUGE, COATED COPPER WIRE SUITABLE FOR

THIS PURPOSE. FOIL TAPE WILL NOT BE ACCEPTABLE.

13. TRAFFIC CONTROL SHALL CONSIST OF FLAGGERS TO MAINTAIN STREET TRAFFIC FOR PARTIAL LANE

BLOCKAGE. NO ROAD CLOSURE PERMITTED WITHOUT FULL TRAFFIC CONTROL PLAN SUBMITTED

BY CONTRACTOR.

14. FOR OPEN CUT INSTALLATION, ROADWAY AND PRIVATE PROPERTY OWNER'S DRIVEWAYS MUST BE

ACCESSIBLE AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO PROPERTY

OWNERS ONE WEEK IN ADVANCE OF CONSTRUCTION NEAR DRIVEWAYS.

15. SYSTEM CONNECTIONS MAY REQUIRE FITTINGS TO AVOID EXISTING INFRASTRUCTURE AND ARE

CONSIDERED INCIDENTAL IN THE UNIT PRICE ON THE BID.

16. EXISTING STEEL SERVICES TO BE INSERTED WITH PE PIPE. 2" SERVICES TO BE INSERTED WITH 14" PE, 1" SERVICES TO BE INSERTED WITH 34" PE, 34" SERVICES TO BE INSERTED WITH 48" PE.

17. SERVICE INSERTIONS TO INCLUDE SERVICE TEE, EFV, ANODELESS RISER AND METER VALVE.

18. PROPOSED VALVE AND VALVE BOX LOCATIONS ARE APPROXIMATE.

EXISTING 2" STEEL GAS MAIN ON

EAST STREET TO REMAIN IN SERVICE

PHASE 1 PHASE 2

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

AT THIS LOCATION, NEW 2" PE SHOULD EXTEND TO THE END

OF ANDERSON AVE. THREE EXISTING SERVICES ON ANDERSON

SHOULD BE INSERTED AND TIED OVER TO NEW PE MAIN.

(ESTIMATED 290')

STM STM STM STM STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM

STMSTMSTMSTMSTMSTM

STM

STM STM STM STM STM STM STM

SAN

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GA

GAS

TEL

WM WM

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

O H

OHP

OHP OHP

OHP

O H

P O

H P

OHP OHP OHP

OHP

OHP OHP

OHP

OHP OHP

O H

P O

H P

O H

OHP

OHP OHP OHP

O H

OHP

O H

HPOHP

OHP

O H

P O

H P

OHP

OHPO

OHP

O H

OHP

O H

X X

BIKE LANE

SIGN

BOTTOM OF

CREEK BANK

CENTERLINE

OF CREEK

#4RBF BENT

COLUMN

& CONC.

WALL

CONCRETE SIDEWALK

WROUGHT IRON

ROCK WALL

SERVES AS

TOP OF BANK

CONCRETE SIDEWALK

CONC.

DRIVEWAY

CONC.

DRIVEWAY

BRICK

S/W

W M

CONCRETE SIDEWALK

ASPHALT

DRIVEWAY ASPHALT

DRIVEWAY

#4RBF

1"OTPF

UNDER WALL

FUNERAL

HOME SIGN

CONCRETE SIDEWALK

CONC.

S/W ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

1"OTPF

BENT

1"ROD

FOUND

TRAFFIC

POLE

CONCRETE SIDEWALK

NO PARKING

SIGN

1"OTPF

AXLE

ROD

FOUND

COBBLESTONE

S/W

CRICKET

FROGTRAIL

NO PARKING

SIGN

CONCRETE SIDEWALK

STONE WALLSTONE WALL

CONC.

STAIRS

BRICK WALL

BRICK

STAIRS

COLUMN

(TYPICAL)

CONC.

DRIVEWAY

BRICK

WALL

ROCK

WALL

CONC.

DRIVEWAY

BRICK &

STONE WALL

BRICK &

STONE WALL

CONC.

STAIRS

COBBLESTONE

S/W

MARKER

CONCRETE SIDEWALK

CONC.

DRIVEWAY

ROCK WALL

ROCK

STAIRS

W/ RAIL

ROD

FOUND

BENT

STOP

SIGN

90'

SAN

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

TRAFFIC

POLE SIGN

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

1"OTPF

35MPH

SIGN

CONCRETE SIDEWALK

CONCRETE

SIDEWALK

BRICK

SIDEWALK

BIKE

LANE

SIGN

STOP

SIGNRAMP

#4RBF

RAMP

STOP

SIGN

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

MARKER

#4RBF

HOSPITAL

SIGN

FLOYD STREET

24"L-BACK C&G

CONC. APRON

24"L-BACK C&G

CONC. APRON CONC. APRON

24"L-BACK C&G

GAS

GASLINE

BY GIS

GASLINE

BY GIS

24"L-BACK C&G

SAN

ROCK WALL

SERVES AS

TOP OF BANK

SAN

RAMP

WATER METER

INSIDE SEWER

CLEANOUT

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FLOYD STREET

730.2

731.173

746 74

8 75 0 752 75

4751.5 753.3

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

OHW

OHW OHW

OHW

SANITARY MH

TOP= 730.42

*MH IS PLUGGED

SANITARY MH

TOP= 744.97

6" DIP INV(A)=738.94

6" DIP INV(B)=737.03

(A)

(B)

SANITARY MH

TOP= 742.48

6" DIP INV(A)=735.28

6" DIP INV(B)=735.10

(A)(B)

(A)

(B) (C)

SANITARY MH

TOP= 729.91

8"DIP INV(A)=724.81

8"DIP INV(B)=724.41

(B)

SANITARY MH

TOP= 755.24

6" DIP INV(A)=750.36

6" DIP INV(B)=749.93

SANITARY MH

TOP= 730.85

6"CLAY INV(A)=726.98

6"CLAY INV(B)=726.96

*CONNECTIVITY

HARD TO DETERMINE.

(A) (B)

W M

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

16+00

17+00

18+00

19+00 20+00 21+00 22+00

23+00 24+00

PROPOSED GAS LINE (1) (STA: 16+00.00 to STA: 24+00.00)

SCALE: 1"=30' HORZ / 1"=5' VERT

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

EXISTING GROUND

2" X2

" T

2" L

2" P

E W

12" RCP

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

FLOYD ST. NE

N E

T C1

SCALE: FEET

PLAN

FLOYD ST. NE

S O

C K W

A V E.

S E

N E

T C1

B U

A V E.

S E

STA 20+56

1-2"X2" TEE

5'± FRO

M E

O R

6" DIP SAN

CENTERLINE OF CREEK

PROPOSED GAS LINE

PLAN & PROFILE (3 OF 10)

C10.14REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

dw g

2" POLYBALL VALVE

W/VALVE BOX

STA 23+93

1-2" POLYBALL

VALVE W/VALVE BOX

STA 24+00

1-2" LINE STOPPER FITTING

PLAN NOTES (TYP):

1. CITY OF COVINGTON GAS SYSTEM CONSTRUCTION GENERAL NOTES ARE ON SHEET G0.01.

2. THE CITY SHALL BE NOTIFIED BY THE DEVELOPER OR HIS CONTRACTOR BEFORE CONSTRUCTION BEGINS, AND AT VARIOUS STAGES IN COSTRUCTION AS REQUIRED BY THE CITY. THE CITY SHALL BE

GIVEN A 48 HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED.

3. IF ELECTRIC CREWS ARE NEEDED FOR POLE STABILIZATION DURING DIGGING, PLEASE GIVE AT

LEAST 48 HOURS NOTICE TO OPERATIONS MANAGER, NATHAN ROPER @ 706-318-5075

4. ALL WORK SHALL BE DONE TO THE CITY OF COVINGTON STANDARDS AND SPECIFICATIONS

MANUAL.

5. PURGE EXISTING LINES WITH AIR FOR ABANDONMENT.

6. CITY OF COVINGTON TO BE RESPONSIBLE FOR INSTALLING NEW REGULATOR, METER & RELIGHTS.

7. FIELD VERIFY SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITIES.

8. MAXIMUM AREA OF DISTURBANCE IS 4 FEET IN WIDTH.

9. EXISTING METERS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

10. FOR ALL TRENCHING SEE DETAIL ON CD1.02.

11. MINIMUM OF 18" VERTICAL SEPARATION BETWEEN GAS WATER AND SEWER

LINES WHERE CROSSING.

12. FOR ALL POLYETHYLENE PIPE INSTALLED, TRACE WIRE SHALL BE PLACED IN THE TRENCH ONE FOOT ABOVE THE PIPE. THE TRACER WIRE SHALL BE 12 GAUGE, COATED COPPER WIRE SUITABLE FOR

THIS PURPOSE. FOIL TAPE WILL NOT BE ACCEPTABLE.

13. TRAFFIC CONTROL SHALL CONSIST OF FLAGGERS TO MAINTAIN STREET TRAFFIC FOR PARTIAL LANE

BLOCKAGE. NO ROAD CLOSURE PERMITTED WITHOUT FULL TRAFFIC CONTROL PLAN SUBMITTED

BY CONTRACTOR.

14. FOR OPEN CUT INSTALLATION, ROADWAY AND PRIVATE PROPERTY OWNER'S DRIVEWAYS MUST BE

ACCESSIBLE AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO PROPERTY

OWNERS ONE WEEK IN ADVANCE OF CONSTRUCTION NEAR DRIVEWAYS.

15. SYSTEM CONNECTIONS MAY REQUIRE FITTINGS TO AVOID EXISTING INFRASTRUCTURE AND ARE

CONSIDERED INCIDENTAL IN THE UNIT PRICE ON THE BID.

16. EXISTING STEEL SERVICES TO BE INSERTED WITH PE PIPE. 2" SERVICES TO BE INSERTED WITH 14" PE, 1" SERVICES TO BE INSERTED WITH 34" PE, 34" SERVICES TO BE INSERTED WITH 48" PE.

17. SERVICE INSERTIONS TO INCLUDE SERVICE TEE, EFV, ANODELESS RISER AND METER VALVE.

18. PROPOSED VALVE AND VALVE BOX LOCATIONS ARE APPROXIMATE.

AT THIS LOCATION, NEW 2" PE SHOULD EXTEND TO THE END

OF SOCKWELL AVE. THREE EXISTING SERVICES ON SOCKWELL

SHOULD BE INSERTED AND TIED OVER TO NEW PE

MAIN.(ESTIMATED 330')

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE TIE OVER

EXISTING SERVICE

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS GAS GAS

S GA

GAS

SWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

OHP

OHP OHP OHP OHP

OHP

O H

OHP OHP OHP

OHP OHP

O H

P O

H P

OHP

O H

P O

H P

OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP

OHP

O H

OHP

O H

OHP

N O

C C

CONCRETE SIDEWALK

CONCRETE

SIDEWALK

BRICK

SIDEWALK

BIKE

LANE

SIGN

STOP

SIGN

HOSPITAL

SIGN

RAMP

ROCK WALL ROCK WALL

ROCK

STEPS

CONC.

PAD

EDGE OF

LANDSCAPING

CONC.

STEPS

W/ BRICK

WALL

PAVER

S/W

CONCRETE SIDEWALK CONCRETE SIDEWALK

BRICK

S/W

BRICK STEPS,

PAVER S/W &

BLOCK WALLS

STOP

SIGN

RAMP

#4RBF

NAIL

FOUND

#4RBF

1" ROD

FOUND

CONCRETE

DRIVEWAY

MARKER

HOSPITAL

SIGN

STOP

SIGN

BIKE

LANE

SIGN

ROCK WALL ROCK WALL

BRICK

COLUMN

(TYPICAL)

CONC.

STEPS CMF

CONCRETE SIDEWALK

BRICK

S/W

CONC.

STEPS

CONCRETE

DRIVEWAY

BRICK WALL

CONCRETE

DRIVEWAY

W/ BRICK

BAND

BRICK WALL

STONE WALL

W/ CONC. STAIRS

CONC. S/W

W/ STEPS

1" ROD

FOUND

BENT

BRICK

COLUMNS

RAMP RAMP

STOP

SIGN

BRICK WALL BRICK WALL

BRICK

STEPS #4RBF

GRAVEL

DRIVEWAY

STOP

SIGN

#4RBF

BLOCK

WALL

SLOW CHILDREN

AT PLAY SIGN

GRAVEL

DRIVEWAY #4RBF

#4RBF

35MPH

SIGN

BRICK

COLUMNS

HOSPITAL

SIGN

CONC. STAIRS

CONCRETE SIDEWALK

24"L-BACK C&G

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

GASLINE

BY GIS

GASLINE

BY GIS

FLOYD STREET

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

CONCRETE SIDEWALK

6 768

0 77

S S

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW

W O

OHW

S S S

W M

SANITARY MH

TOP= 755.24

6" DIP INV(A)=750.36

6" DIP INV(B)=749.93

(A)(B)

SANITARY MH

TOP= 757.56

4" DIP INV(A)=754.64

4" DIP INV(B)=754.62

SANITARY MH

TOP= 768.29

C/L BOX INV=762.51

(*UNABLE TO DETERMINE

PIPE CONNECTIVITY)

SANITARY MH

TOP=768.76

SANITARY MH

TOP=773.04

(*FULL OF SILT)

SANITARY MH

TOP=776.91

8"CLAY INV(A)=771.01

8"CLAY INV(B)=770.91

(A)(B)

SANITARY MH

TOP=776.09

C/L BOX INV=773.34

(4"VCP)

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

24+00

25+00 26+00 27+00 28+00 29+00 30+00 31+00

PROPOSED GAS LINE (1) (STA: 24+00.00 to STA: 32+00.00)

SCALE: 1"=30' HORZ / 1"=5' VERT

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

EXISTING GROUND

2" L

2" P

O X

2" X2

" T

2" X2

" T

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

4" VCP SAN (ESTIMATED)

4" DIP SAN

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

FLOYD ST. NE

N E

T C1

SCALE: FEET

PLAN

FLOYD ST. NE

B R O

O K S S

N E

T C1

A B

H S

A B

H S

L S T.

N E

L S T.

S E

M E

O R

STA 24+26

1-2" LINE STOPPER FITTING

Know what'sbelow.

before you dig.Call

PROPOSED GAS LINE

PLAN & PROFILE (4 OF 10)

C10.15REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

dw g

STA 23+93

1-2" POLYBALL

VALVE W/VALVE BOX

STA 24+00

1-2" LINE STOPPER

FITTING

STA 24+32

1-2" POLYBALL

VALVE W/VALVE BOX

2" POLYBALL VALVE

W/VALVE BOX

2" POLYBALL VALVE

W/VALVE BOX

TIE IN DETAIL

C10.22

TIE IN DETAIL

C10.22

TIE IN DETAIL

C10.22

PLAN NOTES (TYP):

1. CITY OF COVINGTON GAS SYSTEM CONSTRUCTION GENERAL NOTES ARE ON SHEET G0.01.

2. THE CITY SHALL BE NOTIFIED BY THE DEVELOPER OR HIS CONTRACTOR BEFORE CONSTRUCTION BEGINS, AND AT VARIOUS STAGES IN COSTRUCTION AS REQUIRED BY THE CITY. THE CITY SHALL BE

GIVEN A 48 HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED.

3. IF ELECTRIC CREWS ARE NEEDED FOR POLE STABILIZATION DURING DIGGING, PLEASE GIVE AT

LEAST 48 HOURS NOTICE TO OPERATIONS MANAGER, NATHAN ROPER @ 706-318-5075

4. ALL WORK SHALL BE DONE TO THE CITY OF COVINGTON STANDARDS AND SPECIFICATIONS

MANUAL.

5. PURGE EXISTING LINES WITH AIR FOR ABANDONMENT.

6. CITY OF COVINGTON TO BE RESPONSIBLE FOR INSTALLING NEW REGULATOR, METER & RELIGHTS.

7. FIELD VERIFY SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITIES.

8. MAXIMUM AREA OF DISTURBANCE IS 4 FEET IN WIDTH.

9. EXISTING METERS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

10. FOR ALL TRENCHING SEE DETAIL ON CD1.02.

11. MINIMUM OF 18" VERTICAL SEPARATION BETWEEN GAS WATER AND SEWER

LINES WHERE CROSSING.

12. FOR ALL POLYETHYLENE PIPE INSTALLED, TRACE WIRE SHALL BE PLACED IN THE TRENCH ONE FOOT ABOVE THE PIPE. THE TRACER WIRE SHALL BE 12 GAUGE, COATED COPPER WIRE SUITABLE FOR

THIS PURPOSE. FOIL TAPE WILL NOT BE ACCEPTABLE.

13. TRAFFIC CONTROL SHALL CONSIST OF FLAGGERS TO MAINTAIN STREET TRAFFIC FOR PARTIAL LANE

BLOCKAGE. NO ROAD CLOSURE PERMITTED WITHOUT FULL TRAFFIC CONTROL PLAN SUBMITTED

BY CONTRACTOR.

14. FOR OPEN CUT INSTALLATION, ROADWAY AND PRIVATE PROPERTY OWNER'S DRIVEWAYS MUST BE

ACCESSIBLE AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO PROPERTY

OWNERS ONE WEEK IN ADVANCE OF CONSTRUCTION NEAR DRIVEWAYS.

15. SYSTEM CONNECTIONS MAY REQUIRE FITTINGS TO AVOID EXISTING INFRASTRUCTURE AND ARE

CONSIDERED INCIDENTAL IN THE UNIT PRICE ON THE BID.

16. EXISTING STEEL SERVICES TO BE INSERTED WITH PE PIPE. 2" SERVICES TO BE INSERTED WITH 14" PE, 1" SERVICES TO BE INSERTED WITH 34" PE, 34" SERVICES TO BE INSERTED WITH 48" PE.

17. SERVICE INSERTIONS TO INCLUDE SERVICE TEE, EFV, ANODELESS RISER AND METER VALVE.

18. PROPOSED VALVE AND VALVE BOX LOCATIONS ARE APPROXIMATE.

EXISTING 4" STEEL

GAS MAIN ON MILL

ST. TO REMAIN IN

SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

TIE OVER

EXISTING SERVICE

STM

STM STM

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

WM WM WM

WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

OHP OHP OHP OHP

O H

P O

H P

OHP

O H

OHP OHP OHP OHP

O H

P O

H P

O H

P O

H P

O H

OHP

O H

P O

H P

OHP

O H

OHP

N . D

S. D

GRAVEL

DRIVEWAY

#4RBF PAVER

S/W GRAVEL

DRIVEWAY CONCRETE

DRIVEWAY

2" ROD

FOUND

#4RBF

35MPH

SIGN

ASPHALT

DRIVEWAY

4X4 WOOD EDGE

1"CTPF

CONCRETE

DRIVEWAY

HOME

SIGN

STOP

SIGN

OHP

BIKE LANE

SIGN

CONCRETE

DRIVEWAY

BRICK STAIRS CONC. STAIRS

CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

CONCRETE

STEPS & S/W

BRICK S/W

#4RBF

1"OTPF

RAMP

BIKE LANE

SIGN

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

AXLE IN

TREE

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

#4RBF

BENT

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

#4RBF

AXLE

FOUND

BRICK WALL

BRICK

COLUMN

CONCRETE SIDEWALK

BROKEN

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

S/W

BRICK

STEPS

BRICK

COLUMN

(TYPICAL)

BRICK WALL

CONCRETE

DRIVEAY

WROUGHT IRON FENCE#4RBF

BRICK WALL

24"L-BACK C&G

CONC.

APRON

24"L-BACK C&G

CONC.

APRON 24"L-BACK C&G

SAN

GASLINE

BY GIS

GASLINE

BY GIS

GAS

GASLINE

BY GIS

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

GAS

GASLINE

BY GIS

GAS

GRAVEL

DRIVEWAY

GASLINE

BY GIS

WATERLINE

BY GIS

FLOYD STREET

GAS GAS

OHW

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW

SANITARY MH

TOP=776.91

8"CLAY INV(A)=771.01

8"CLAY INV(B)=770.91

(A) (B)

(A)(B)

SANITARY MH

TOP=784.47

8"CLAY INV(A)=778.67

8"CLAY INV(B)=778.61

SANITARY MH

TOP=783.85

C/L BOX INV=781.05

(4"VCP)

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

32+00

33+00

34+00

35+00

37+00 38+00 39+00 40+00

PROPOSED GAS LINE (1) (STA: 32+00.00 to STA: 40+00.00)

SCALE: 1"=30' HORZ / 1"=5' VERT

32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

EXISTING GROUND

0° E

2" T

2" X2

" T

2" P

O X

8" VCP SAN

(ESTIMATED)

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

2" PE GAS LINE.

MAINTAIN MIN.

3'-0" OF COVER

2" P

O X

0° E

FLOYD ST. NE

N E

T C1

SCALE: FEET

PLAN

G S

N E

T C1

G S T.

S E

FLOYD ST. NE

M E

O R

M E

O R

PROPOSED GAS LINE

PLAN & PROFILE (5 OF 10)

C10.16REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

Ju ne

7, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \C

-F

D G as L in e.

dw g

STA 36+37

1-2" TEE

2" POLYBALL VALVE

W/VALVE BOX

4" POLYBALL VALVE

W/VALVE BOX

STA 36+10

2" 90° ELL.

STA 36+15

1-2" POLYBALL

VALVE W/VALVE BOX

STA 36+20

1-2" TEE

STA 36+60

1-2" POLYBALL VALVE

W/VALVE BOX

TIE IN DETAIL

C10.22

TIE IN DETAIL

C10.22

CONNECTION DETAIL

C10.22

PLAN NOTES (TYP):

1. CITY OF COVINGTON GAS SYSTEM CONSTRUCTION GENERAL NOTES ARE ON SHEET G0.01.

2. THE CITY SHALL BE NOTIFIED BY THE DEVELOPER OR HIS CONTRACTOR BEFORE CONSTRUCTION BEGINS, AND AT VARIOUS STAGES IN COSTRUCTION AS REQUIRED BY THE CITY. THE CITY SHALL BE

GIVEN A 48 HOUR ADVANCE NOTICE BEFORE AN INSPECTION IS NEEDED.

3. IF ELECTRIC CREWS ARE NEEDED FOR POLE STABILIZATION DURING DIGGING, PLEASE GIVE AT

LEAST 48 HOURS NOTICE TO OPERATIONS MANAGER, NATHAN ROPER @ 706-318-5075

4. ALL WORK SHALL BE DONE TO THE CITY OF COVINGTON STANDARDS AND SPECIFICATIONS

MANUAL.

5. PURGE EXISTING LINES WITH AIR FOR ABANDONMENT.

6. CITY OF COVINGTON TO BE RESPONSIBLE FOR INSTALLING NEW REGULATOR, METER & RELIGHTS.

7. FIELD VERIFY SIZE, LOCATION, AND ELEVATION OF EXISTING UTILITIES.

8. MAXIMUM AREA OF DISTURBANCE IS 4 FEET IN WIDTH.

9. EXISTING METERS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO VERIFY PRIOR TO

CONSTRUCTION.

10. FOR ALL TRENCHING SEE DETAIL ON CD1.02.

11. MINIMUM OF 18" VERTICAL SEPARATION BETWEEN GAS WATER AND SEWER

LINES WHERE CROSSING.

12. FOR ALL POLYETHYLENE PIPE INSTALLED, TRACE WIRE SHALL BE PLACED IN THE TRENCH ONE FOOT ABOVE THE PIPE. THE TRACER WIRE SHALL BE 12 GAUGE, COATED COPPER WIRE SUITABLE FOR

THIS PURPOSE. FOIL TAPE WILL NOT BE ACCEPTABLE.

13. TRAFFIC CONTROL SHALL CONSIST OF FLAGGERS TO MAINTAIN STREET TRAFFIC FOR PARTIAL LANE

BLOCKAGE. NO ROAD CLOSURE PERMITTED WITHOUT FULL TRAFFIC CONTROL PLAN SUBMITTED

BY CONTRACTOR.

14. FOR OPEN CUT INSTALLATION, ROADWAY AND PRIVATE PROPERTY OWNER'S DRIVEWAYS MUST BE

ACCESSIBLE AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO PROPERTY

OWNERS ONE WEEK IN ADVANCE OF CONSTRUCTION NEAR DRIVEWAYS.

15. SYSTEM CONNECTIONS MAY REQUIRE FITTINGS TO AVOID EXISTING INFRASTRUCTURE AND ARE

CONSIDERED INCIDENTAL IN THE UNIT PRICE ON THE BID.

16. EXISTING STEEL SERVICES TO BE INSERTED WITH PE PIPE. 2" SERVICES TO BE INSERTED WITH 14" PE, 1" SERVICES TO BE INSERTED WITH 34" PE, 34" SERVICES TO BE INSERTED WITH 48" PE.

17. SERVICE INSERTIONS TO INCLUDE SERVICE TEE, EFV, ANODELESS RISER AND METER VALVE.

18. PROPOSED VALVE AND VALVE BOX LOCATIONS ARE…

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File details come from the government source that posted it. Updated Jul 24, 2024.