PERMIT DATA FOR PERMIT APPLICATION 1246826 Location ...

PERMIT DATA FOR PERMIT APPLICATION 1246826

The work category of your project is Potable Water

in DeKalb County/Counties

TPro Project ID 0013333

Location Information

The Utility installation location was narrowed down to

Beginning Mile Point 0.62 and Ending Mile Point 1.03

on Route No 040200

General Encroachment Information

Traffic Control type is MUTCD Part 6 - Typical Application Plan

Traffic Control Plan Upload

Utility Information

Work

description

Proposed water facilities relocation work includes the following: adjust one

fire hydrant, adjust one water meter box, abandon one water valve, adjust

one water valve. install one water meter and box, install one 6in gate valve,

install four 8in valves, install one fire hydrant

Work days estimate 51 Bridge and Wall Attachments No

Facility Placement Type Both Installation Length 1372.8

Facility Type Distribution Service Type Both

Pipe Size 8 Pipe Material DIP

Pressure 250 Casing Material None

Casing Diameter 0.0 Valve Quantity 0

Main Type Pressure

Manhole Quantity 0 Handhole Quantity 0

Minimum Depth 4 Maximum Depth 5

Number of Test Holes 0 Involves Pavement Cutting Yes

Joint Trench No Underground

Construction

Type(s)

Trench ,Open

Cut

Number of

Lanes

1

Pavement Cut

Size

4155 Pavement Cut

Type

Crossing Drawings

Upload

Upload #

1 File Name EURI.pdf File

Description

Other

Information

Upload #

2 File Name PLANS.pdf File

Description

Permit Plans Upload #

3 File Name No cost

Letter.pdf

File

Description

Other

Information

Upload #

4 File Name NPDES

Compliance

Statement.pdf

File

Description

Other

Information

Blasting

Information

Blasting

Required is

No.

General

Utility

Adjustment

Schedule

Plan Date Jul 23, 2021 Project

Number

0013333

Schedule Type Original Facility

Identificatio

n

Subsurface

investigation

(SUE)

Special

Requirements

The work

noted in this

schedule will

be performed

by GDOT

Contractor,

schedule for

roadway and

pedestrian

improvements.

GDOTs

Contractor to

provide at

least four-

week advance

notice of

work in areas

identified

for COA

relocations.

Plan Type Original Cost Borne By Utility Owner Cost Approval

Status

Pending

Existing

Utility

Details: # 1

Service

Provided

Adjust Water

Meter Box to

Grade

Quantity 1 Unit

EA Existing

Utility

Details: # 2

Service

Provided

Adjust Water

Valve Box to

Grade

Quantity 1

Unit EA Existing

Utility

Details: # 3

Service

Provided

Adjust Fire

Hydrant to

Grade

Quantity

1 Unit EA Existing

Utility

Details: # 4

Service

Provided

Install Water

Main, 6-inch

Quantity 26 Unit LF Existing

Utility

Details: # 5

Service

Provided

Install Fire

Hydrant

Quantity 1 Unit EA Existing

Utility

Details: # 6

Service

Provided

Remove

Existing Fire

Hydrant

Quantity 1 Unit EA

Existing

Utility

Details: # 7

Service

Provided

Remove Water

Main, 8-inch

Quantity 253 Unit

LF Existing

Utility

Details: # 8

Service

Provided

Install Water

Meter

Quantity 4

Unit EA Existing Service Install Water Quantity

Utility

Details: # 9

Provided Main, 8-inch

805 Unit LF Existing

Utility

Details: # 10

Service

Provided

Install Gate

Valve, 6-inch


Utility

Details: # 11

Service

Provided

Install Gate

Valve, 8-inch


Utility

Details: # 12

Service

Provided

Install Water

Service Line,

Â¾-inch

Quantity 70 Unit LF

Existing

Utility

Details: # 13

Service

Provided

Install Water

Service Line,

1-inch

Quantity 85 Unit

LF Existing

Utility

Details: # 14

Service

Provided

Remove

Existing

Water Meter

Box

Quantity 4

Unit EA Project Phase Construction Is Applicable Yes

Work Plan

Details: # 1

Work Plan

Description

STA 107+04,

17' LT

Dependent

Activities

NA Plan Stage

NA Average

Number of

Workers

5 Begin Day 1 Duration in

Calendar

Days:

1 Productive

Days/Week

5 Work Plan

Details: # 2

Work Plan

Description

STA 107+06,

10' LT

Dependent

Activities

NA Plan Stage NA Average

Number of

Workers

5

Begin Day 2 Duration in

Calendar

1 Productive

Days/Week

5

Days:

Work Plan

Details: # 3

Work Plan

Description

STA 107+00,

19' LT

Dependent

Activities

NA Plan Stage

NA Average

Number of

Workers


Calendar

Days:

1 Productive

Days/Week

5 Work Plan

Details: # 4

Work Plan

Description

STA 107+97,

19'RT

Dependent

Activities

NA Plan Stage NA Average

Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

Work Plan

Details: # 5

Work Plan

Description

STA 107+97,

19' RT

Dependent

Activities

STA 107+97,

19' RT

Install Water

Meter

Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 6

Work Plan

Description

STA 107+01,

17' RT

Dependent

Activities

na Plan Stage na Average

Number of

Workers

5


Calendar

Days:

2 Productive

Days/Week

5

Work Plan

Details: # 7

Work Plan

Description

STA 107+21,

9' LT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 8

Work Plan

Description

STA 201+39,

31' RT

Dependent

Activities


Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

Work Plan

Details: # 9

Work Plan

Description

STA 210+26,

35' RT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 10

Work Plan

Description

STA 210+26,

35' RT

Dependent

Activities

STA 210+26,

35' RT

Install Water

Meter

Plan Stage na Average

Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

Work Plan

Details: # 11

Work Plan

Description

STA 108+89,

41' LT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 12

Work Plan

Description

STA 108+89,

41' LT

Dependent

Activities

STA 108+89,

41' LT

Install Water

Meter


Number of

Workers

5

Begin Day 27 Duration in 3 Productive 5

Calendar

Days:

Days/Week

Work Plan

Details: # 13

Work Plan

Description

STA 109+35,

57' LT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 14

Work Plan

Description

STA 109+356,

62' LT

Dependent

Activities

STA 109+35,

57' LT

Install Fire

Hydrant


Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

Work Plan

Details: # 15

Work Plan

Description

STA 108+75,

13' LT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

2 Productive

Days/Week

5 Work Plan

Details: # 16

Work Plan

Description

STA 109+41,

44' RT

Dependent

Activities


Number of

Workers

5


Calendar

Days:

2 Productive

Days/Week

5

Work Plan

Details: # 17

Work Plan

Description

STA 109+06,

64' RT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 18

Work Plan

Description

STA 109+06,

64' RT

Dependent

Activities

STA 109+06,

64' RT

Install Water

Meter


Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

Work Plan

Details: # 19

Work Plan

Description

STA 111+06,

22' RT

Dependent

Activities

na Plan Stage

na Average

Number of

Workers


Calendar

Days:

3 Productive

Days/Week

5 Work Plan

Details: # 20

Work Plan

Description

STA 200+02,

23' LT

Dependent

Activities


Number of

Workers

5


Calendar

Days:

3 Productive

Days/Week

5

DOT 8413 A

Sept 2005 DEPARTMENT OF TRANSPORTATION

State of Georgia

Atlanta,Georgia 30308

APPLICATION AND PERMIT FOR UTILITY FACILITY ENCROACHMENT

APPLICATION IS HEREBY MADE TO THE GEORGIA DEPARTMENT OF TRANSPORTATION BY:

CITY OF ATLANTA (UTILITY - NAME AND ADDRESS)

72 Marietta Street 5th Floor , Atlanta GA-30303

FOR PERMISSION TO CONSTRUCT OPERATE AND MAINTAIN THE FOLLOWING DESCRIBED UTILITY FACILITY WITHIN OR FROM THE RIGHT-OF-WAY

OFSTATE HIGHWAY NO. 040200 COUNTY ROAD NO. IN DeKalb COUNTY.

DESCRIPTION: Proposed water facilities relocation work includes the following: adjust one fire hydrant,

adjust one water meter box, abandon one water valve, adjust one water valve. install one water meter and

box, install one 6in gate valve, install four 8in valves, install one fire hydrant

LOCATION: Mile Point(0.62) TO Mile Point(1.03)

THE UTILITY SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION. IT IS ANTICIPATED

THAT THE TEMPORARY TRAFFIC CONTROL UTILIZED FOR THIS INSTALLATION WILL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING:

[X] MUTCD 6-TYPICAL APPLICATION PLAN [ ] DETAILED TRAFFIC CONTROL PLAN

(ATTACHED)

[ ] COMBINATION TYPICAL APPLICATION &

DETAIL TRAFFIC CONTROL PLAN (ATTACHED)

THE UTILITY FACILITIES COVERED HEREBY SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS ATTACHED HERETO AND MADE A PART

HEREOF. UTILITY AGREES TO COMPLY WITH AND BE BOUND BY THE DEPARTMENTS UTILITY ACCOMMODATION POLICY AND STANDARDS,

CURRENT EDITION, ON FILE IN THE GENERAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION, MADE A PART HEREOF BY REFERENCE, AND

ALL GENERAL PROVISIONS AND SPECIAL PROVISIONS SHOWN ON THE REVERSE HEREOF, OR ATTACHED HERETO, DURING THE INSTALLATION,

OPERATION AND MAINTENANCE OF SAID UTILITY FACILITIES WITHIN OR FROM THE RIGHT-OF-WAY.

PERMIT REQUESTED THIS 31 DAY OF August, 2021

100220

( MEMBER CODE )

LaTonya Moore

WITNESS TO SIGNATURE

LaTonya Moore

( SIGNATURE - Electronic )

Special Projects Coordinator 404-546-3256 (TITLE & PHONE NUMBER)

PERMISSION IS GRANTED FOR THE ABOVE DESCRIBED UTILITY FACILITY ENCROACHMENT IN ACCORDANCE WITH THE PLANS AND PROVISIONS

HEREOF.

THIS PERMIT IS TO BE STRICTLY CONSTRUED AND NO WORK OTHER THAN THAT SPECIFICALLY DESCRIBED ABOVE IS HEREBY AUTHORIZED.

PERMIT GRANTED THIS_________________DAY OF_______________20_____. DEPARTMENT OF TRANSPORTATION

BY:____________________________________________

(DISTRICT ENGINEER)

DISTRICT NO. 7 COUNTY DeKalb STATE ROUTE NO.040200 U.S._____________ CO. RD. NO.

PROJECT NO. 0013333 ACTIVE___________

UNDER CONSTR___________________

PERMIT NO. 1246826

Existing facility locations were identified using Subsurface investigation(SUE) dated: Mar 11, 2020

This schedule is based on Revision dated: Jul 23, 2021

If any changes are made to the plans after this date, which affect the utility, then this schedule may require modification.

Original schedule

Project: County: DeKalb Route/Road :040200

Description: I-20 EB @ CS 2776/MAYNARD TERRACE

A. SUMMARY OF UTILITY FACILITIES AND UTILITY ADJUSTMENT SCHEDULE.List of all existing facilities within project (exclude minor items)

Quantity, Type of facility, Type ofservice Quantity in conflict Units

Adjust Water Meter Box to Grade 1 EA

Adjust Water Valve Box to Grade 1 EA

Adjust Fire Hydrant to Grade 1 EA

Install Water Main, 6-inch 26 LF

Install Fire Hydrant 1 EA

Remove Existing Fire Hydrant 1 EA

Remove Water Main, 8-inch 253 LF

Install Water Meter 4 EA

Install Water Main, 8-inch 805 LF

Install Gate Valve, 6-inch 1 EA

Install Gate Valve, 8-inch 4 EA

Install Water Service Line, ÃÂ¾-inch 70 LF

Install Water Service Line, 1-inch 85 LF

Remove Existing Water Meter Box 4 EA

Prepared by Title Phone Date

LaTonya MooreSpecial ProjectsCoordinator 404-546-3256 Aug 31, 2021

Approved by GDOT Title Phone Date

Comments

B. SPECIAL REQUIREMENTS (staging required, dependent activities, joint-use coordination,etc.).The work noted in this schedule will be performed by GDOT Contractor, schedule for roadway and pedestrianimprovements. GDOTs Contractor to provide at least four-week advance notice of work in areas identified for COArelocations.

GDOT - UTILITY ADJUSTMENT SCHEDULE - Page 1 of 3

Utility: CITY OF ATLANTA P.I. No: 0013333 Permit #: 1246826 Date: Aug 31, 2021

C0007012

Text Box

1/24/2022

C. WORK PLAN - provide disposition of all existing and proposed facilities on project.

LocationDescription of

utility workDependentactivities Plan Stage No. Days

Averagenumber ofworkers

Construction

STA 107+04,17' LT

Adjust WaterValve Box to

Finished Grade NA NA 1 5

STA 107+06,10' LT

Adjust WaterValve Box to


STA 107+00,19' LT

Adjust WaterMeter Box to


STA 107+97,19'RT

Install WaterMeter NA NA 3 5

STA 107+97,19' RT

Install 27 LF of3/4" Water

Service Line

STA 107+97,19' RT InstallWater Meter na 3 5

STA 107+01,17' RT

RemoveExisting Water

Meter na na 2 5

STA 107+21, 9'LT

Install 8"GateValve na na 3 5

STA 201+39,31' RT


Meter na na 3 5

STA 210+26,35' RT

Install WaterMeter na na 3 5

STA 210+26,35' RT

Install 43 LF of3/4" Water

Service Line


STA 108+89,41' LT


STA 108+89,41' LT

Install 75 LF of1" Water

Service Line

STA 108+89,41' LT InstallWater Meter na 3 5

STA 109+35,57' LT

Install FireHydrant withThrust Block na na 3 5

STA 109+356,62' LT

Install 6" GateValve

STA 109+35,57' LT InstallFire Hydrant na 3 5

STA 108+75,13' LT


Meter na na 2 5

STA 109+41,44' RT


Meter na na 2 5

STA 109+06,64' RT


STA 109+06,64' RT

Install 10 LF of1" Water

Service Line


STA 111+06,22' RT

Install 8" GateValve na na 3 5

STA 200+02,23' LT

Install 8" GateValve na na 3 5



D. SCHEDULE SUMMARY FOR WORK PLAN.Exclude weekends, weather delays and non-productive time:

Project duration for non-concurrent activities in days: 51

Work Phase Total estimated days Prior to project award After project award

Construction 51 51



PROJECT LOCATION

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

44-0001

PLANS COMPLETED

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

REVISIONS

FEDERAL ROUTE #

STATE ROUTE #

P.I. NO.

LOCATION SKETCH

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

UTILITY RELOCATION PLANS

US 29

SR 14

FEDERAL AID PROJECT

DRAWING INDEX

COVER

GENERAL NOTES

LEGEND


CONSTRUCTION DETAILS

44-0002 to 44-0003

DESCRIPTION

44-0005 to 44-0008

44-0009 to 44-0010

SUMMARY OF QUANTITIES SHEET06-XXXX

44-0004

44-0001

DRAWING NO.

PARSONS BRINCKERHOFF - BENCHMARK

DESIGN

PROPOSED ROUNDABOUT

I-20 EAST BOUND AT MAYNARD TERRACE

0013333

B

B

B

B

TS

A T E

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A

17

76

CONS

TIT

UTI

ON

JU

STI

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OM

DER

ATIO

N

DOMWIS

FAX: 404-237-3015

TEL: 404-237-2115

ATLANTA, GA 30326

SUITE 2400, TOWER PLACE 100

3340 PEACHTREE RD NE

WSP USA Inc.

12/17/2020

USER:USCW670696

GPLOT-V8

gplotborder-V8i-PO-COA.tbl

C:\Users\uscw670696\Desktop\CAD\0013333\700 CAD\740 Sheets\0013333_44-0001.dgn

GRWCOV

CONCOV

07/31/2015

DRAWING No.

0013333

117

+00

116

+00

10

5+0

0

10

6+0

0

10

7+00

108

+00

109

+00

110

+00

111

+00

112

+00

113

+00

114

+00

115

+00

RA

MP

I-20 EB M

cP

HERS

ON

AVE

TERRACE

MAYNARD

MAYNARD TERRACE

E 2245457.793N 1361599.109STA 106+83.00MAYNARD TERRACE CLBEGIN PROJECT

E 2245727.053

N 1362402.373

STA 115+57.00

MAYNARD TERRACE CL

END PROJECT

200+00300+00

300 600

SCALE IN FEET

0 150

Project No.

PL

PL

PL

PLPL

PL

PL

PL

PL

P L P L

P L P L

P L

PL

PL

PL

PL

P L

P L

P L

P L

P L

P L P L

TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING.

CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL BE PRESSURE TESTED

WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARA110N OF 18-INCHES, THE SEWER PASSING OVER OR UNDER THE WATER MAIN SHALL BE 19.

WATER-TIGHTNESS PRIOR TO BACKFILLING.

OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND BE PRESSURED TESTED TO ASSURE

ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18-1NCHES ABOVE THE TOP OF THE SEWER, PROVIDED THE SEWER BE CONSTRUCTED

PROVIDED THE SEWER IS LAID IN A SEPARATE TRENCH OR AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE WATER MAIN AT SUCH AN

WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF 10 FEET, THE SEWER PIPE MAY BE LAID CLOSER AT THE DISCRETION OF THE DWM, 18.

THEIR LATERAL SEPARATION IS LESS THAN 10 FEET. THE DISTANCE SHALL BE MEASURED EDGE-TO-EDGE.

A PARALLEL BURIED WATER MAIN IF AS IN NO INSTANCE SHALL A PROPOSED BURIED SEWER BE INSTALLED AT THE SAME OR HIGHER ELEVATION 17.

THE MINIMUM DEPTH OF COVER REQUIREMENTS.

ALIGNMENT OF THE PROPOSED WATER MAINS SHALL BE ADJUSTED TO ALLOW A MIN. CLEARANCE OF 18-INCHES. SUCH ADJUSTMENT SHALL CONFORM TO

WHERE PROPOSED WATER MAINS SHOWN ON PLANS ARE REQUIRED TO CLEAR EXISTING UTILITIES, WHETHER SHOWN OR NOT ON PLANS, THE VERTICAL 16.

OBTAINING THE NECESSARY HYDRANT METER PERMIT AND HYDRANT KEY FROM THE DWM METER APPLICATION OFFICE (404-330-8091).

WATER MAINS OR OTHER EXISTING SERVICES UNLESS OTHERWISE AUTHORIZED BY THE DWM INSPECTORS. CONTRACTORS MAY OPERATE HYDRANTS AFTER

THE CONTRACTOR SHALL NOT OPERATE OR WORK ON ANY VALVES, WATER METERS, OR HYDRANTS, OR MAKE ANY CONNECTIONS ON OR TO, EXISTING 15.

TEMPORARY SERVICE CONNECTIONS WILL BE MADE UNDER THE SUPERVISION OF THE DWM INSPECTORS.

CONTINUOUS SERVICE TO ALL EXISTING METERS AND FIRE SERVICES SHALL BE MAINTAINED EXCEPT AS AUTHORIZED BY THE DWM. THE REQUIRED 14.

ALL SUCH MATERIAL ARE NOT SALVAGEABLE BY ANY CONTRACTOR.

ALL METERS, FIRE HYDRANTS, VALVES, AND PIPES WITHIN THE CITY OF ATLANTA WATER SYSTEM ARE THE SOLE PROPERTY OF THE CITY OF ATLANTA. 13.

GRAVEL SHALL BE MINIMUM OF 8-INCH ABOVE THE WEEP HOLES AND SHALL EXTEND TO A POINT 18-INCHES BELOW THE WEEP HOLES.

TO ALLOW THE FIRE HYDRANT "WEEP HOLES" TO FUNCTION PROPERLY, THE SHOE OF THE FIRE-HYDRANT SHALL BE SURROUNDED BY GRAVEL. THE 12.

DIRECTED BY THE DWM.AS BLOCK AND IT SHALL BE TIED TO THE PIPE WITH SUITABLE METAL TIE-RODS OR CLAMPS

THE SHOE OF EACH HYDRANT SHALL BE WELL BRACED AGAINST UNDISTURBED EARTH AT THE END OF THE TRENCH WITH A POURED CONCRETE BRACE 11.

LOCATED AT THE TEE UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE DWM ENGINEER.

ALL FIRE HYDRANTS SHALL BE INSTALLED OR RELOCATED WITH A 6-INCH DIAMETER BRANCH LINE AND SHALL HAVE A 6-INCH GATE VALVE 10.

500 FEET FOR RESIDENTIAL AREAS. CONTRACTOR SHALL FIELD VERIFY FINAL DEPTH OF BURY BASED UPON PROPOSED WATER MAIN INSTALLATION.

ALL FIRE-HYDRANTS SHALL BE A MAXIMUM DISTANCE OF 300 FEET FOR AREAS ZONED AS COMMERCIAL CENTRAL BUSINESS DISTRICT AREAS, AND 9.

ENGINEER. ALL CONSTRUCTION SHALL BE IN CONFORMITY WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CITY OF ATLANTA.

IMMEDIATELY. ANY REVISED WATER CONSTRUCTION BASED ON FIELD CONDITIONS DIFFERING FROM THE PLANS SHALL BE APPROVED BY THE CITY

CONSTRUCTION. ANY VARIANCES OR UNFORESEEN CONFLICTS WITH ANY PROPOSED CONSTRUCTlON SHALL BE COMMUNICATED TO THE CITY ENGINEER

WATER MAINS, SERVICE LINES, AND APPURTENANCES. CONTRACTOR SHALL FIELD VERIFY THE SIZE AND DEPTH OF WATER FACIL1T1ES PRIOR TO

THE WATER FACILITIES ILLUSTRATED ON THESE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY, AND SHOW APPROXIMATE LOCATIONS OF VARIOUS 8.

BE NOTIFIED OF INTENT TO PRESSURE TEST PRIOR TO SCHEDULED TESTING.

ALL LINES 8" OR GREATER MUST BE PRESSURE TESTED AT 250 PSI FOR A MINIMUM OF TWO (2) HOURS. CITY OF ATLANTA INSPECTOR MUST 7.

ANY CHANGES TO THE APPROVED WATER DRAWINGS MUST BE APPROVED BY DWM WATER DEPARTMENT ENGINEER.6.

BE OUTSIDE OF CURVE RADIUS.

FIRE-HYDRANTS SHOWN IN THE RADIUS OF A CURVE SHALL BE FIELD ADJUSTED SO THAT THE ACTUAL INSTALLATION OF FIRE HYDRANTS WILL 5.

CONCRETE THRUST BLOCKING SHALL BE INSTALLED AT ALL BENDS, TEES, HYDRANTS, PLUGS, ETC. PER DETAIL4.

MUST BE NOTIFIED 48 HOURS PRIOR TO START OF EACH CONSTRUCTlON ACTIVITY AND ANY CHANGES IN THE ADVANCE SCHEDULE.

A 2-WEEK ADVANCED SCHEDULE TO THE INSPECTOR INDICATING THE PROPOSED WORK AND AREAS OF CONSTRUCTION. THE DWM WATER INSPECTOR

THESE ITEMS SHALL BE NECESSARY PRIOR TO THE ASSIGNMENT OF A CITY OF ATLANTA INSPECTOR. THE CONTRACTOR SHALL PROVIDE

EXECUTED HOLD HARMLESS AGREEMENT

COMPLETED CITY OF ATLANTA QUALIFIED CONTRACTOR EXPERIENCE FORM

MANUFACTURER CUT SHEETS FOR ALL MATERIALS TO BE USED

GEORGIA UTILITY LICENSE CERTIFICATION

ENGINEER PRIOR TO CONSTRUCTION THE FOLLOWING ITEMS:

THE CONTRACTOR PERFORMING THE WATER CONSTRUCTION SHALL REQUEST A PRE-CONSTRUCTION CONFERENCE AND SUBMIT TO THE CITY 3.

MADE OF DUCTlLE IRON, AND COMPLY WITH THE CITY OF ATLANTA STANDARDS AND SPECIFICATIONS.

ALL CONSTRUCTION METHODS AND MATERIALS USED TO EXTEND, RELOCATE, OR ABANDON CITY OF ATLANTA WATER SYSTEM MUST BE 2.

WATERSHED MANAGEMENT (DWM) ENGINEERS OR INSPECTORS.

ALL REFERENCES TO ENGINEER OR INSPECTOR WITHIN THESE WATER GENERAL NOTES SHALL REFER TO CITY OF ATLANTA DEPARTMENT OF1.

CITY OF ATLANTA WATER GENERAL NOTES:

MATERIAL BE DROPPED OR DUMPED INTO THE TRENCH.

AS TO PREVENT DAMAGE TO WATER MAIN MATERIALS AND PROTECTIVE COATINGS AND LININGS. UNDER NO CIRCUMSTANCES SHALL WATER MAIN

LOWERED INTO THE TRENCH, PIECE BY PIECE, BY MEANS OF A DERRICK, ROPE, OR OTHER SUITABLE TOOLS OR EQUIPMENT, IN SUCH A MANNER

CONTRACTOR) FOR THE SAFE AND CONVENIENT EXECUTION OF THE WORK. ALL PIPE, FITTINGS, VALVES, AND FIRE HYDRANTS SHALL BE CAREFULLY

PROPER IMPLEMENTS, TOOLS, AND FACILITIES SATISFACTORY TO THE INSPECTOR SHALL BE PROVIDED AND USED BY APPLICANT (DEVELOPER OR 35,

VEHICULAR AND PEDESTRIAN SAFETY AND INGRESS AND EGRESS.

TO PREVENT MOVEMENT, INTERFERENCE AND/OR DANGER TO AS THEM FROM DAMAGE. ALL STORED PIPE SHALL BE SECURED IN SUCH A MANNER

AND FOREIGN MATTER AT ALL TIMES. PIPE, VALVES, AND FIRE HYDRANTS SHALL BE DRAINED AND STORED IN A MANNER THAT WILL PROTECT

INCORPORATED IN THE COMPLETED PROJECT. THE INTERIOR OF ALL PIPE, FITTINGS,AND OTHER APPURTENANCES SHALL BE KEPT FREE FROM DIRT

SAFE STORAGE: THE APPLICANT (DEVELOPER OR CONTRACTOR) SHALL BE RESPONSIBLE FOR THE SAFE STORAGE OF MATERIAL UNTIL IT HAS BEEN 34.

(DEVELOPER OR CONTRACTOR) SHALL EXERCISE CARE IN THE USE OF THE WATER. THE POINT OF USE. THE APPLICANT

DEPARTMENT. THE APPLICANT (DEVELOPER OR CONTRACTOR) SHALL FURNISH ALL NECESSARY PIPE OR HOSE EXTENSIONS AND TRANSPORTATION TO

AVAILABLE TO THE REQUESTING APPLICANT (DEVELOPER OR CONTRACTOR) AT HIS EXPENSE AND AT THE NEAREST EXISTING FACILITIES OF THE

CONTRACTOR) SHALL OBTAIN THROUGH THE DWM'S APPLICATIONS OFFICE. WATER USED FOR TESTING MAINS AND WASHING STREETS WILL BE MADE

WATER USED FOR ALL PURPOSES WILL BE SUPPLIED THROUGH A METERED CONNECTION WHICH THE APPLICANT (DEVELOPER OR 33.

SPECIFICALLY APPROVED BY THE DWM ENGINEER.

THE MINIMUM DEPTH OF COVER SHALL BE FOUR (4) FEET AND THE MAXIMUM COVER SHALL BE FIVE (5) FEET. ANY DEVIATIONS MUST BE 32.

DWM ENGINEER SHALL BE FINAL AND CONCLUSIVE AND BINDING UPON ALL PARTIES TO THE WORK.

POINT CONCERNING THE CHARACTER, ACCEPTABILITY AND NATURE OF THE SEVERAL KINDS OF WORK AND CONSTRUCTION THEREOF, THE DECISION OF THE

TO THE CLASSIFICATIONS, OR AS TO THE MEANING OF THE PLANS OR SPECIFICATIONS ON ANY AS SHOULD ANY DISAGREEMENT OR DIFFERENCE ARISE 31.

THE INTENT OF THE JOB PLANS AND SPECIFICATIONS

INSPECTOR WITH EVERY REASONABLE FACILITY TO DETERMINE WHETHER OR NOT THE WORK PERFORMED IS IN ACCORDANCE WITH THE REQUIREMENTS AND

ITS OWN EXPENSE UPON BEING NOTIFIED OF SUCH DEFECTS BY THE INSPECTOR. THE REQUESTING AGENCY OR CONTRACTOR SHALL FURNISH THE

CONSIDERED AS A WAIVER OF ANY DEFECTS WHICH MAY BE DISCOVERED LATER AND THE REQUESTING AGENCY SHALL MAKE NECESSARY REPAIRS AT

FULFILL THE CONTRACT IN A SATISFACTORY MANNER. THE FAILURE OF THE INSPECTOR TO DISCOVER IMPROPER WORKMANSHIP SHALL NOT BE

THE INSPECTION OF THE WORK SHALL NOT RELIEVE THE DEVELOPER OR CONTRACTOR OF ANY OF THEIR RESPONSIBILITIES AND OBLIGATIONS TO 30.

THE STANDARDS ARE MET.AS TIME

BY THE DWM ENGINEER. FAILURE OF A PROJECT TO MEET THE DEPARTMENT'S STANDARDS WILL RESULT IN ACCEPTANCE BEING WITHHELD UNTIL SUCH

SUSPEND OR REQUEST THE DEVELOPER AND CONTRACTOR TO SUSPEND THE WORK UNTIL ANY QUESTIONS CAN BE REFERRED TO AND A DECISION RENDERED

AGENCY'S ENGINEER OF ANY FAILURE OF THE WORK TO CONFORM TO THE DEPARTMENTS CURRENT REQUIREMENTS AND STANDARDS. THE INSPECTOR MAY

THE DWM WILL PROVIDE INSPECTORS WHO WILL BE AUTHORIZED TO OBSERVE AND/OR INSPECT ALL WORK DONE AND WHO SHALL INFORM THE REQUESTING 29.

WORK.

PROGRESS OF THE WORK AND THE CONVENIENCE, COMFORT, AND SAFETY OF THE PUBLIC AND PROPERTY OWNERS OR TENANTS IN THE VICINITY OF THE

THE LENGTH OF TRENCH TO BE OPENED IN ADVANCE OF THE COMPLETED WORK SHALL BE LIMITED BY THE ENGINEER WITH REGARD TO BOTH THE RAPID 28.

AND SHALL NOT ROCK. THE TOP OF THE LID SHALL BE FLUSH WITH THE TOP OF THE BOX, AND BANDED FOR SHIPMENT.

PLUS OR MINUS 1/32". WHEN COATING IS COMPLETE, THE LID SHALL FIT SNUGLY IN ITS RECEPTACLES IN THE TOP OF THE BOX WITHOUT FORCING

ALL OF THE VALVE BOXES TO BE THE ATLANTA WATER DEPARTMENT PATTERN. TOP SECTION TO BE CAST WITH A SHELL CORE AND A TOLERANCE OF 27.

48-INCH-405 TURNS

12-INCH-38 TURNS, 24-INCH-230 TURNS, 42-INCH-350 TURNS

8-INCH-27 TURNS, 20-INCH-133 TURNS, 36-INCH-450 TURNS

6-INCH-21 TURNS, 16-INCH-102 TURNS, 30-1NCH-350 TURNS

MINUS FIVE FOR 16&-INCH AND LARGER VALVES:

SHOWN BELOW PLUS OR MINUS THREE FOR 6-INCH THROUGH 12-INCH VALVES, AND PLUS ORAS THE NUMBER OF TURNS TO OPEN SHALL BE 26.

APPROVAL PRIOR TO THE START OF ANY WATER MAIN WORK.

MAIN INSTALLATION CONTRACTOR EXPERIENCE QUALIFICATION FORM AND THEIR STATE OF GEORGIA UTILITY LICENSE CERTIFICATION TO THE DWM FOR

INSTALLER OF WATER MAINS OR WATER FACILITIES.THE CONTRACTOR OR HIS AUTHORIZED SUB-CONTRACTOR MUST SUBMIT THE COMPLETED FORM WATER

AN AS TO PERMIT THE DWM TO EVALUATE THEIR ACCEPTABILITY AS PREVIOUS EXPERIENCE OR EXPERIENCE OF THEIR AUTHORIZED SUB-CONTRACTOR

AN INSTALLER OF ANY WATER FACILITIES MUST PROVIDE SUFFICIENTLY DETAILED INFORMATION OF THEIR AS ANY CONTRACTOR WHO IS PROPOSED 25.

ALL TAPS SHALL REMAIN EXPOSED AT THE MAIN UNTIL THE SYSTEM HAS BEEN SUCCESSFULLY INSPECTED, DISINFECTED AND TESTED FOR PRESSURE.24.

UTILITIES EXCEPT SANITARY SEWER LINES WHERE FEASIBLE.

WATER MAINS, VALVES, HYDRANTS AND APPURTENANCES SHALL BE INSTALLED BEFORE INSTALLATION OF THE SUB-BASE COURSE OF PAVING OR ANY OTHER 23.

PAPER COPY.AS WELL AS FOLLOWING RECEIPT OF ACCEPTABLE "AS-BUILT" PLANS IN ELECTRONIC FORMAT

COA DWM PERSONNEL WILL BE MADE. THE ACCEPTANCE OF THE WATER WILL BE CONFIRMED BY A LETTER OF ACCEPTANCE WHICH WILL BE ISSUED

UPON COMPLETION OF THE SUCCESSFUL HYDROSTATIC TEST, AND THE LABORATORY ACCEPTANCE OF THE WATER QUALITY TEST A FINAL INSPECTION BY22.

INSPECTOR AND THAT THE NEW OR REARRANGED WATER MAIN PASSES THE DWM'S STANDARD QUALITY AND BACTERIOLOGICAL TESTS.

ACCEPTANCE OF THE NEW OR REARRANGED WATER MAIN IS CONDITIONAL UPON A SUCCESSFUL HYDROSTATIC TEST UNDER THE SUPERVISION OF A DWM 21.

THE WATER MAIN. THE SEWER SHALL BE CONSTRUCTED OF DIP AND SUBJECTED TO HYDROSTATIC TESTS.

THE LENGTH OF PROPOSED PIPE BE CENTERED AT THE POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM

TO PREVENT EXCESSIVE DEFECTION OF JOINTS AND SETTING ON AND BREAKING THE WATER MAIN. THE SEWER SHALL BE LAID IN SUCH A MANNER THAT

BOTTOM OF THE SEWER AND TOP OF THE WATER MAIN AS WELL AS ENCASEMENT OF THE SEWER IN CONCRETE TO PROVIDE ADEQUATE STRUCTURAL SUPPORT

WHEN WATER MAINS CROSS UNDER SEWERS, ADDITIONAL MEASURES SHALL BE TAKEN BY PROVIDING A VERTICAL SEPARATION OF 18-INCHES BETWEEN THE 20.

GENERAL NOTES

44-0002

I-20 EB @ CS 2776/MAYNARD TERRACE

REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:57:53 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333

BY THE AGENCY OR CONTRACTOR AFTER INSTALLATION WITH A COMPATIBLE PROTECTIVE MATERIAL.

53. ALL STRAPS AND RODS SHALL BE COATED PRIOR TO INSTALLATION WITH AN APPROVED PROTECTIVE COATING. THE NUTS AND THREADS SHALL BE COATED

BE DIRECTED BY THE INSPECTOR. VALVE BOX LIDS SHALL BE SET AT FINISHED GRADE PRIOR TO POURING CONCRETE.

OVER THE OPERATING NUT OF THE VALVE WITH THE BOX COVER FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT OR SUCH OTHER LEVEL AS MAY

NO GEARING OR OPERATING MECHANISM. THE VALVE BOX SHALL NOT TRANSMIT SHOCK OR STRESS TO THE VALVE AND SHALL BE CENTERED AND PLUMB

52. A CAST IRON VALVE BOX OR MASONRY VAULT SHALL BE PROVIDED FOR EVERY VALVE. A VALVE BOX SHALL BE PROVIDED FOR EVERY VALVE WHICH HAS

AND A NEW CAN OF JOINT LUBRICANT PROVIDED.

SUBSTANCES, SHOULD DIRT OR OTHER FOREIGN SUBSTANCES CONTAMINATE THE LUBRICANT, THEN THE CONTAMINATED LUBRICANT SHALL BE THROWN AWAY

CARE MUST BE TAKEN. IN THE USE AND STORAGE OF THE JOINT LUBRICANT. THE LUBRICANT MUST BE KEPT FREE FROM DIRT AND OTHER FOREIGN

ENTRY OF SPIGOT INTO SOCKET. CLOSURE OF FLEXIBLE JOINT PIPE SHALL BE MADE ONLY THROUGH THE USE OF MECHANICAL JOINT SLEEVES.

WILL PROTECT THE GASKET FROM DAMAGE, PERMIT THE PROPER CENTERING OF PIPE IN GASKET, PROVIDE UNIFORM COMPRESSION OF GASKET, AND EASY

TOOL. THE SPIGOT ENDS OF CUT PIPE SHALL BE DRESSED AND TAPERED WITH A COARSE FILE OR APPROVED BEVELING DEVICE IN A MANNER THAT

ENTRY OF THE PIPE INTO THE SOCKET. THE SPIGOT END OF THE PIPE SHALL BE PUSHED "HOME" BY THE USE OF A RATCHET TYPE ASSEMBLY

(FURNISHED BY THE PIPE MANUFACTURER) SHALL BE APPLIED TO THE INSIDE OF THE GASKET AND SPIGOT END OF THE PIPE TO PERMIT EASY

THE GASKET SHALL BE CAREFULLY PLACED INTO THE SOCKET RECESS BY HAND, AND EVENLY SEATED. A THIN FILM OF SPECIAL LUBRICANT

THOROUGHLY CLEANED BY WASHING WITH SOAP AND WATER AND WIPED CLEAN AND DRY BEFORE THE GASKET IS INSERTED INTO THE SOCKET RECESS.

51. JOINTING OF FLEXIBLE ("PUSH-ON") JOINT PIPE SHALL BE MADE BY EXPERIENCED MECHANICS. SOCKETS, SPIGOTS, AND GASKETS SHALL BE

COMPLETED.

SHALL BE KEPT CLEAN AND SOCKETS, SPIGOTS, AND GASKETS SHALL BE KEPT CLEAN AND WET WITH CLEAN SOAPY WATER UNTIL EACH JOINT HAS BEEN

TIGHTENED SHALL BE THE BOTTOM BOLT, SECOND SHALL BE THE TOP BOLT, AND SO ON UNTIL ALL BOLTS ARE PULLED UP. THE GLANDS AND BOLTS

TIGHTNESS USING A TORQUE WRENCH SET TO THE MANUFACTURER'S SPECIFICATIONS. BOLTS SHALL BE TIGHTENED ALTERNATELY; FIRST BOLT

50. THE GLAND SHALL BE PUSHED INTO POSIT10N FOR COMPRESSING THE GASKET, ALL BOLTS AND NUTS SHALL BE TIGHTENED TO A UNIFORM PERMANENT

BRUSHED WITH CLEAN SOAPY WATER AND SHALL BE PUSHED INTO POSITION MAKING SURE THAT THE GASKET IS EVENLY SEATED IN THE SOCKET.

BEFORE SLIPPING THE GLAND AND GASKET OVER SPIGOT. THE SPIGOT SHALL BE INSERTED IN THE SOCKET TO FULL DEPTH. THE GASKET SHALL BE

49. JOINTS FOR MECHANICAL JOINT PIPE SHALL BE MADE BY EXPERIENCED MECHANICS. SOCKETS AND SPIGOTS SHALL BE WASHED WITH CLEAN SOAPY WATER

48. THE FLAME CUTTING OF PIPE BY ANY MEANS WILL NOT BE ALLOWED.

47. ALL 16-INCH AND LARGER DIAMETER PIPE SHALL BE CUT WITH A POWER-DRIVEN CUTTER OR OTHER APPROVED EQUIPMENT.

46. A WHEEL TYPE CUTTER OR POWER-DRIVEN SAW OR OTHER APPROVED EQUIPMENT SHALL BE USED FOR CUTTING 6-INCH, 8-INCH, AND 12-INCH INVOLVED.

SPIGOT SHALL BE BEVELED A MINIMUM OF 1/4-INCH WHEN "SLIP" JOINT CONNECTIONS ARE INVOLVED.

DAMAGE TO END PIPE OR LINING AND SO AS TO LEAVE A SMOOTH END AT RIGHT ANGLES TO THE AXIS OF THE PIPE. THE EDGE OF THE CUT

45. THE CUTTING OF PIPE FOR INSERTING VALVES, FITTINGS, OR CLOSURE PIECES SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER WITHOUT

INSIDE DIAMETER OF THE PIPE. THE BRUSH SHALL AT ALL TIMES BE SUSPENDED OFF THE GROUND WHEN NOT IN USE.

OF EACH LENGTH OF PIPE SHALL BE BRUSHED CLEAN AS REQUIRED BY THE USE OF A CIRCULAR FIBER BRUSH HAVING A DIAMETER EQUAL TO THE

WIRE BRUSHED AND WIPED CLEAN AND DRY AND FREE FROM OIL AND GREASE OR OTHER FOREIGN MATERIAL BEFORE THE PIPE IS LAID. THE INTERIOR

44. ALL LUMPS, BLISTERS AND EXCESS COAL TAR COATING SHALL BE REMOVED FROM THE BELL AND SPIGOT, AND THE INSIDE OF THE BELLS SHALL BE

THAT THE NEWLY INSTALLED PIPE LENGTHS DO NOT "SLIDE" AND CAUSE A SEPARATION IN THE PREVIOUSLY MADE-UP JOINTS.

IS BEING LAID DOWN A HILL IN WHICH CASE, THE JOINTS ARE TO BE REVERSED SO THAT THE BELLS POINT UP THE HILL. CARE MUST BE TAKEN

43. IT IS THE NORMAL PROCEDURE TO LAY THE PIPE WITH THE BELLS FACING IN THE DIRECTION IN WHICH THE WORK IS PROGRESSING, UNLESS THE MAIN

AS WELL AS OVERNIGHT. IF WATER IS IN THE TRENCH, THE SEAL SHALL REMAIN IN PLACE UNTIL THE TRENCH HAS BEEN PUMPED COMPLETELY DRY.

APPROVED BY THE INSPECTOR. THE CONTRACTOR SHALL HAVE PLUGS AVAILABLE AT ALL TIMES. THIS PROVISION SHALL APPLY DURING THE NOON HOUR

42. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY A WATERTIGHT PLUG OR OTHER MEANS

OF PROPER DIMENSIONS TO INSURE SUCH UNIFORM SPACE. PRECAUTIONS SHALL BE TAKEN TO PREVENT EARTH FROM ENTERING THE JOINT SPACE.

41. PIPE AND FITTINGS WHICH DO NOT ALLOW A SUFFICIENT AND UNIFORM SPACE FOR JOINTS SHALL BE REMOVED AND REPLACED WITH PIPE AND FITTINGS

THE BELLS.

TO THE CORRECT LINE AND GRADE. THE PIPE SHALL BE SECURED IN PLACE WITH APPROVED BACKFILL MATERIAL AND TAMPED AROUND IT EXCEPT AT

40. AFTER PLACING A LENGTH OF PIPE IN THE TRENCH, THE SPIGOT END SHALL BE CENTERED IN THE BELL AND THE PIPE FORCED HOME AND BROUGHT

OTHER MATERIAL SHALL BE PLACED IN THE PIPE.

LEFT THERE UNTIL THE CONNECTION IS TO BE MADE TO THE ADJACENT PIPE. DURING LAYING OPERATIONS, NO DEBRIS, TOOLS, CLOTHING OR

THAT BEFORE LOWERING THE PIPE INTO THE TRENCH, A HEAVY, TIGHTLY WOVEN CANVAS BAG OF SUITABLE SIZE BE PLACED OVER EACH END AND

THE PIPE LAYING CREW CANNOT PUT THE PIPE INTO TRENCH AND IN PLACE WITHOUT GETTING EARTH IN IT, THEN THE INSPECTOR MAY REQUIRE

39. EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING PLACED IN THE TRENCH. IF

PERIOD SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR.

ITS CONTRACTOR AT THEIR EXPENSE. DAMAGES TO STREETS, SIDEWALKS ETC. DUE TO FAILURE OF THE NEW WATER MAIN DURING THE WARRANTY

38. ANY MATERIAL THAT BECOMES DAMAGED BEFORE ACCEPTANCE OR FAILS WITHIN THE WARRANT PERIOD SHALL BE REPLACED BY THE DEVELOPER OR

ENGINEER.

DAMAGED, THE REPAIR SHALL BE MADE BY THE APPLICANT (DEVELOPER OR CONTRACTOR) AT THEIR EXPENSE IN A MANNER SATISFACTORY TO THE

37. PIPE SHALL BE SO HANDLED THAT THE COATING AND LINING WILL NOT BE DAMAGED. IF, HOWEVER, ANY PART OF THE COAT1NG OR LINING IS

GROUND.

SUCH A MANNER AS TO AVOID SHOCK OR DAMAGE. PIPE HANDLED ON A SKIDWAY SHALL NOT BE SKIDDED OR ROLLED AGAINST PIPE ALREADY ON THE

36. ALL PIPE, FITTINGS, VALVES, FIRE HYDRANTS, AND APPURTENANCES WHICH ARE LOADED OR UNLOADED BY HOIST OR SKIDS SHALL BE HANDLED IN

DATESIGNED (GA PROFESSIONAL ENGINEER SEAL)

Distribution System.

correct and In general compliance with existing Rules end Regulations Governing Installation of Water Line In the Atlanta Water

1 certify that the date reflected on this drawing has been verified In the field and to the best of my knowledge accurate and

Construction Administration containing the following statements:

b) Certificate: The final water plat will also contain a certificate signed by the Contractors, Engineer responsible for the

ALL DRAWING SHEETS IN A SET FOR A PROPOSED PROJECT SHALL BE OF THE SAME

tabular format to include description and accurate coordinate location. The size of the plans will be standard 24" x 36".

(I.e. fire hydrants, manholes, valves, pipe bends, etc.) are to be shown by applicable symbols on the drawings and also presented In

(I.e. property corners) which are labeled and tied to the Fulton County (FC) GPS monument network. All Infrastructure assets

the U.S. State Plane Coordinate System, NAD83 GA West Zone, US Survey Feet. All drawings must contain two reference pins

"as-built" locations of facilities determined by review or resurvey after construction. As-built drawings must be georeferenced to

the information previously outlined with the further provision that said final plat shall reflect In reproducible form containing

a) The proposed and final water line plat required under these provisions shall consist of a revised and corrected plan and profile

AS-BUILT PLAN WITH A GA PROFESSIONAL ENGINEER SEAL ATTACHED THAT MEETS THE FOLLOWING CONDITIONS:

67. PRIOR TO THE CITY OF ATLANTA FINAL INSPECTION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL SUBMIT IN ELECTRONIC AND PAPER FORMAT A FINAL

66. PAYMENT FOR NEW FIRE HYDRANTS SHALL INCLUDE THE 6-INCH GATE VALVE AND CONNECTION TO THE MAIN

REMOVED FROM SITE AT NO ADDITIONAL COST.

65. ALL ABANDONED PIPE SHALL BE INSPECTED BY CONTRACTOR AND CONFIRMED AS ASBESTOS FREE. ANY ABANDONED PIPE CONTAINING ASBESTOS SHALL BE

HYDRANTS SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

FAlLS TO NOTIFY THE CITY IN WRITING PRIOR TO CONSTRUCTION ALL COSTS ASSOCIATED WITH THE REPAIR OR REPLACEMENT OF DAMAGED OR LEAKING

64. CONTRACTOR SHALL NOTIFY CITY OF ANY LEAKING OR DAMAGED FIRE HYDRANTS IN WRITING PRIOR TO START OF CONSTRUCTION. IF THE CONTRACTOR

EXISTING METER, INCLUDING BYPASS AND VAULT.

63. CONTRACTOR SHALL INCLUDE CONSTRUCTION OF A NEW VAULT AS NEEDED AT NO ADDITIONAL COST TO OWNER FOR PAY ITEM 670-9737 RELOCATE

PLANS ARE TO BE PREPARED IN ACCORDANCE WITH REQUIREMENTS OF THE CITY OF ATLANTA DEPARTMENT OF WATERSHED MANAGEMENT.

62. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT PLANS FOR ALL WATER UTILITY INFRASTRUCTURE RELOCATION ADJUSTMENT WORK. AS-BUILT

OF WATERSHED MANAGEMENT WILL HAVE THIRTY (30) DAYS TO REVIEW AND RESPOND TO ALL SUBMITTAL'S.CITY OF ATLANTA DEPARTMENT

INFRASTRUCTURE DURING CONSTRUCTION. THIS PLAN SHALL BE SUBMITTED TO THE CITY OF ATLANTA -DEPARTMENT OF WATERSHED MANAGEMENT. THE

FOR APPROVAL, A DETAILED PLAN OUTLYING THE PROPOSED METHOD OF PROTECTING AND SUPPORTING THE EXISTING WATER MAIN AND WATER UTILITY

61. CARE SHALL BE TAKEN TO PROTECT THE EXISTING WATER UTILITY INFRASTRUCTURE DURING CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO SUBMIT,

PROJECT PRE-CONSTRUCTION MEETING.

6Q, THE CITY OF ATLANTA CONSTRUCTION INSPECTION AND CONSTRUCTION MANAGEMENT CONTACT INFORMATION SHALL BE SUPPLIED AT THE TIME OF THE

(404) 546-3240.

OR REPORTING. FOR PROJECT SPECIFIC INFORMATION, PLEASE CONTACT THE CITY OF ATLANTA DEPARTMENT OF WATERSHED MANAGEMENT AT

59. THE CONTRACTOR SHALL NOTIFY THE CITY OF ATLANTA DEPARTMENT OF WATERSHED MANAGEMENT AT {404) 658-6500 FOR ANY EMERGENCY NOTIFICATIONS

VIA DOOR HANGERS AND/OR AUTOMATED PHONE MESSAGES PRIOR TO DISRUPTION.

SERVICE DISRUPTIONS. CONTRACTOR SHALL COORDINATE WITH THE DWM INSPECTOR TO ENSURE A 48 HOUR NOTICE 1S ISSUED; NOTICE TO CITIZENS

58. THE CONTRACTOR SHALL NOTIFY THE DWM INSPECTOR AND RECEIVE APPROVAL FROM THE DWM INSPECTOR AT LEAST 72 HOURS IN ADVANCE OF ANY

REQUIRED, TO SECURE THE REQUIRED COMPACT10N. THE METHOD USED FOR BACKFILLING SHALL BE SUBJECT TO THE APPROVAL OF THE INSPECTOR.

(DEVELOPER OR CONTRACTOR) SHALL MAKE THE NECESSARY REPAIRS AT THEIR OWN EXPENSE. THE BACKFILL MATERIAL MAY BE SLIGHTLY MOISTENED, IF

57. IF ANY SETTLEMENT OF THE EARTH IS OBSERVED AT ANY TIME WITHIN ONE (1) YEAR AFTER THE ACCEPTANCE OF THE PROJECT, THEN THE APPLICANT

(A.S.T.M. 0698).

56. ALL BACKFILL SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY A MODIFIED PROCTOR TEST

APPROVED BY THE INSPECTOR FOR BACKFILL.

PAVEMENT NO LARGER THAN 6-INCHES IN THE GREATEST DIMENSION, MAY BE USED PROVIDED THE EXCAVATION, AND EXCAVATED MATERIAL HAS BEEN

ABOVE THE TOP OF THE PIPE TO THE SUBGRADE OF THE PAVEMENT, EXCAVATED MATERIAL CONTAINING AN OCCASIONAL STONE OR BROKEN PIECE OF

MATERIAL IN THE BOTTOM OF THE TRENCH AND UP TO ONE (1) FOOT OVER THE TOP OF THE PIPE SHALL BE EARTH FILLED ONLY. FROM ONE (1) FOOT

FOR DUCTILE IRON PIPE, PIPE BEDDING CONSISTING OF SAND, GRAVEL SHALL BE PLACED IN BOTTOM OF TRENCH AND UP TO 1/8 PIPE DIA. BACKFILL 55.

GENERAL NOTES

44-0003


REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:57:58 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333

LEGEND AND ABBREVIATIONS

44-0004


U

N

D

E

R

G

R

O

U

N

D

O

V

E

R

H

E

A

D

EXISTING TO BE REMOVED

UTILITY LINECODES

TYPE OF UTILITYPROPOSED EXISTING PROPOSED TEMPORARY

UTILITY SYMBOLS

EXISTING PROPOSED TEMPORARY

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

##"W(C)

##"W

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

##

GAS TEST STATION

ELECTRIC (QL-D)

TELECOMMUNICATIONS (QL-D)

CABLE TV (QL-D)

WATER (QL-D)

WATER FOR LABELED PIPE SIZES (QL-D)

NON-POTABLE WATER (QL-D)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-D)

STEAM (QL-D)

STEAM FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER WITH FLOW DIRECTION (QL-D)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-D)

GAS (QL-D)

GAS FOR LABELED PIPE SIZES (QL-D)

PETROLEUM (QL-D)

PETROLEUM FOR LABELED PIPE SIZES (QL-D)

TRAFFIC CONTROL (QL-D)

##"W

##"W(B)

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY##"W(C)

##

##

##

##"W

##"W(B)

##

##

##

##

##

##

##

##

##

##

##

##

ELECTRIC (QL-C)

ELECTRIC (QL-B)

TELECOMMUNICATIONS (QL-C)

TELECOMMUNICATIONS (QL-B)

CABLE TV (QL-C)

CABLE TV (QL-B)

WATER (QL-C)

WATER (QL-B)

WATER FOR LABELED PIPE SIZES (QL-C)

WATER FOR LABELED PIPE SIZES (QL-B)

NON-POTABLE WATER (QL-C)

NON-POTABLE WATER (QL-B)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-C)

NON-POTABLE WATER FOR LABELED PIPE SIZES (QL-B)

STEAM (QL-C)

STEAM (QL-B)

STEAM FOR LABELED PIPE SIZES (QL-C)

STEAM FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER WITH FLOW DIRECTION (QL-C)

SANITARY SEWER WITH FLOW DIRECTION (QL-B)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-C)

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-C)

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION (QL-B)

GAS (QL-C)

GAS (QL-B)

GAS FOR LABELED PIPE SIZES (QL-C)

GAS FOR LABELED PIPE SIZES (QL-B)

PETROLEUM (QL-C)

PETROLEUM (QL-B)

PETROLEUM FOR LABELED PIPE SIZES (QL-C)

PETROLEUM FOR LABELED PIPE SIZES (QL-B)

TRAFFIC CONTROL (QL-C)

TRAFFIC CONTROL (QL-B)

UNKNOWN UTILITY FOUND IN SUE INVESTIGATION (QL-B)

ELECTRIC

ELECTRIC/TRAFFIC CONTROL

GUY WIRE

TRAFFIC CONTROL

ELECTRIC/CABLE TV

ELECTRIC/CABLE TV/TRAFFIC CONTROL

CABLE TV

CABLE TV/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/TRAFFIC CONTROL

TELECOMMUNICATIONS

TELECOMMUNICATIONS/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

ELECTRIC/TELECOMMUNICATIONS/CABLE TV/TRAFFIC CONTROL

TELECOMMUNICATIONS/CABLE TV/TRAFFIC CONTROL

SIGNAL/BUTTON POST

TRAFFIC CONTROL PEDESTRIAN

ELECTRIC COMMUNICATIONS BOX

TRAFFIC CONTROL MANHOLE/

REFER TO TRAFFIC SIGNAL PLANS

TRAFFIC CONTROL INFORMATION

FOR PROPOSED/TEMPORARY

REFER TO TRAFFIC SIGNAL PLANS

TRAFFIC CONTROL INFORMATION

FOR PROPOSED/TEMPORARY

QUALITY LEVELS AND DEFINITIONS

TELEPHONE PAIR SIZE TELEPHONE CABLE DIAMETER

101 - 2400

0.50 TO 2.00 IN5 - 100

UP TO 3.50 IN

TELEPHONE PAIR SIZE TABLE

QL-D DEPICTED ACCORDING TO UTILITY RECORD INFORMATION AND IN-FIELD VISUAL INSPECTION. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

QL-C EXISTING UTILITY STRUCTURES HAVE BEEN FIELD LOCATED AND SURVEYED TO ASSIST IN DEPICTING THE UTILITIES SHOWN ON RECORDS. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS.

SUBSURFACE UTILITIES. QL-B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED

QL-B INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF THE

EXACT LOCATION AND POSITION OF THE UTILITY LINE.

NONDESTRUCTIVE EQUIPMENT IN A MANNER AS TO CAUSE NO DAMAGE TO THE UTILITY LINE. AFTER EXCAVATING A TEST HOLE, A FIELD SURVEY SHALL BE PERFORMED TO DETERMINE THE

QL-A OBTAIN PRECISE HORIZONTAL AND VERTICAL POSITION OF THE UTILITY LINE BY EXCAVATING A TEST HOLE. THE TEST HOLE SHALL BE DONE USING VACUUM EXCAVATION OR COMPARABLE

POLE ID

QUALITY LEVEL (QL) DELINEATION

SANITARY SEWER MANHOLE (SSMH) ID

END OF INFORMATION

TEST HOLE (QL-A ONLY)

UTILITY INVESTIGATION

LIMITS OF OVERHEAD AND SUBSURFACE

(UTILITY IMPACT ANALYSIS (UIA) ONLY)

CONFLICT LOCATION

MISCELLANEOUS

UTILITY LINE 3

UTILITY LINE 2

UTILITY LINE 1

12

3

MULTI-UTILITY IDENTIFICATION

1

3

2

UTILITY LINE 3

UTILITY LINE 2

UTILITY LINE 1

END OF UTILITY

123

A01

TH

EOI

C123

TELECOMMUNICATIONS/CABLE TV

ABBREVIATIONS

WATER SERVICE LINEWSL

WATER MAINWM

VITRIFIED CLAY PIPEVCP

TRANSITE (ASBESTOS) DUCTTRD

TERRA COTTA PIPETCP

SERVICE, UNKNOWN SIZE/TYPESVC

FIBER STRAND SIZESTR

SINGLE TILE DUCTSTD

SPLIT DUCTSD

FSINGLE CREOSOTE PINE DUCTSCP

SCREEN CABLESC

SANITARYSAN

RESTRAINED JOINTRJ

POLY VINYL CHLORIDEPVC

PROPOSEDPR

POLYETHYLENEPET

MULTIPLE TILE DUCTMTD

MANHOLEMH

MULTIPLE CONCRETE DUCTMCD

GATE VALVEGV

FIBER OPTIC CABLEFOC

EXISTINGEX

DUCTILE IRON PIPEDIP

CONCRETE CONC

CAST IRON PIPECIP

ASBESTOS CONCRETE PIPEACP

3 PHASE ELECTRIC3PH

REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:58:02 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333


44-0005


B

B

3/4" WATER SERVICE LINE

CUT AND CAP EXISTING

REMOVE EXISTING WATER METER

STA 107+01, 17' RT

1-8" DI 45-DEGREE BEND

TO FINISHED GRADE

ADJUST EX SAN SEWER MANHOLE

STA 107+82, 0' LT/RT


INSTALL 27 LF OF

INSTALL WATER METER

STA 107+97, 19' RT

TO FINISHED GRADE

ADJUST EX SAN SEWER MANHOLE

STA 107+88, 0' LT/RT

INSTALL 8" GATE VALVE

STA 107+21, 9' LT

TO FINISHED GRADE

ADJUST EX FIRE HYDRANT

STA 107+04, 17' LT1-8" DI 45-DEGREE BEND

OF 8" DIP WATER MAIN

BEGIN INSTALLATION FOR 450 LF

WATER MAIN WITH SOLID SLEEVE

CONNECT TO EXISTING 8" CI

STA 107+14, 9' RT

TO FINISHED GRADE

ADJUST EX WATER VALVE BOX

STA 107+06, 10' LT

TO FINISHED GRADE

ADJUST EX WATER METER BOX

STA 107+00, 19' LT (SEE NOTE 1)

1-8" DI CAP

8" CI WATER MAIN

GROUT FILL EXISTING

REVISION DATES

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USER:USCW670696

GPLOT-V8



10:58:21 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20

SCALE IN FEET

0 40 80

DRAWING No.

Project No.

0013333

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EXISTING R/W

P L P L

P L

EXI

STI

NG

R/

W

PL

EXI

ST.

R/

W

EXISTING R/W

P LP L

LP

P L

P L

P L

EXI

STI

NG

R/

W

EXI

STI

NG

R/

W

2

1

3

4

5

REQ'D R/W REQ'D R/W

REQ'D R/W

REQ'D R/W

6' FE

NCE

5' FE

NCE

EC

NE

F '

4

4' FE

NCE

A07

A08

SV

C

SVC

TO SSMH A09

2"PLAS

UN

REI

NF

OR

CE

D

8"

CO

NC

UNREINFORCED

8" CONC

8"CI6"CI

SVCSVC

THIS LOCATION

8" CI TO 6" CI APPROX.

EX. WM TRANSITIONS FROM

103

+00

104

+00

105

+00

106

+00

108

+00

107

+00

CONSTRUCTION c

MAYNARD TERRACE AVEA6

A5.2

18"

18"

SEE

DR

AWI

NG

No. 44-0006

MATC

H LI

NE ST

A. 108+50

NOTES:

PROPOSED STORM DRAINAGE PIPE.

AND LOCATE 8" DI CAP AT LIMIT OF CONFLICT WITH

STORM DRAINAGE PIPE. REMOVE EXISTING WATER MAIN

WATER MAIN AND EXTENT OF CONFLICT WITH PROPOSED

CONTRACTOR TO VERIFY LOCATION OF EXISTING 8" CI 1.


44-0006


B

B

TO FINIS

HED

GRADE

ADJUS

T EXIS

TING

WATER V

ALVE

STA

121+

36,

95'

LT

WITH THRUST BLOCK

INSTALL FIRE HYDRANT

STA 201+97, 45' RT

1" WATER SERVICE LINE



STA 109+41, 44' RT


INSTALL 10 LF OF

INSTALL WATER METER

STA 109+06, 64' RT




STA 108+75, 13' LT


1-8" DI 22.5-DEGREE BEND



1-8" DI 6.125-DEGREE BEND

1-8" DI CAP


BEGIN INSTALLATION FOR 310 LF

1-8"x8" DI TEE


STA 111+06, 22' RT


STA 109+56, 64' RT


INSTALL 43 LF OF

INSTALL WATER METER

STA 210+26, 35' RT


INSTALL 75 LF OF

INSTALL WATER METER

STA 108+89, 41' LT


STA 202+06, 1' LT

IN PLACE

ABANDON EX WATER VALVE

STA 109+64, 9' LT

INSTALL 70 LF OF 6" DIP

1-8"x6" DI TEE




STA 201+39, 31' RT

2-8" DI 22.5-DEGREE BENDS

2-8" DI 45-DEGREE BENDS


END INSTALLATION FOR 450 LF



STA 111+63, 21' RT

8" CI WATER MAIN

GROUT FILL EXISTING

8" CI WATER MAIN

GROUT FILL EXISTING

CUT AND CAP EX. 6" WM

RETURN TO COA DWM

REMOVE EX. FIRE HYDRANT

STA 109+94, 10' LT

REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:58:39 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20

SCALE IN FEET

0 40 80

DRAWING No.

Project No.

0013333

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


STREAM 1PERENNIAL

PL

PL

R/

WE

XI

ST.

EXI

ST.

R/

W

EXI

ST.

R/

W

&

L/

A

EXIST. R/W

R/

W

&

L/

A

EXI

ST.

4

5

6

7

REQ'D R/W

REQ'D

R/W

REQ'D R/W

CULVERTF/L = 925.97'

6'X6' (WxH)

ECNE

F '

6

ECNEF '6

ECNEF '6

ECNEF '6

ECNEF '6

RGM

RGM

TO BRIDGEWATER LINE ATTACHED

SVC

SVC

2" PL

AS

8"CI

SVC

8"CI

8"CI8"CI

SVC

SVC W(B)8"CI

8"CI

110

+00

111

+00

112

+00

113

+00

202+00

109+00

MAYNARD TERRACE AVECONSTRUCTION c

MAYNARD TERRACE

AVE

CONSTRUCTION

c

CO

NS

TR

UC

TI

ON c

MC

PH

ER

SO

N

AV

E

I-20

EB

OFF

RA

MP

CO

NS

TR

UC

TI

ON c

302+00

303+00

A1

A2

A3

A4

A5

A5.1

A3.2

A3.1

A3.3

A3.4

A3.5

A3.3.1

A4.1

A4.2

18"

18"

18"

18"

18"

18"

18"

18"

18"

18"

24"

24"

MATCH L

INE S

TA. 20

1+00

SEE DR

AWING N

o. 44-

0008

SEE DRA

WING No. 44-0005

MATCH LINE STA. 108+50

MAT

CH LI

NE ST

A. 113+50

SEE

DR

AWI

NG

No. 44-0007

MATCH LINE STA. 302+50

SEE DRAWING No. 44-0008

NOTES:

DRAIANGE PIPE.

WATER MAIN AND EDGE OF PROPOSED STORM

OF 18-INCHES BETWEEN EDGE OF PROPSOED

MAINTAIN A MINIMUM VERTICAL CLEARANCE 1.


44-0007


REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:58:56 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20

SCALE IN FEET

0 40 80

DRAWING No.

Project No.

0013333

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


6'X6' (WxH)

F/L = 918.72'

CULVERT

ECNEF '6

ECNEF '6

15" ACP

24"

ACP

ACP

24"

8"CI

11

4+

00

11

5+

00

11

6+

00

117

+00

MAYNARD TERRACE AVE

CONSTRUCTION c

SEE

DR

AWI

NG

No. 24-0002

MAT

CH LI

NE ST

A. 113+50

ASSETS ON THIS SHEET.

WITH CITY OF ATLANTA WATER OR SEWER

THERE IS NO PROPOSED WORK ASSOCIATED1.

NOTES:


44-0008





STA 201+06, 20' LT


END INSTALLATION FOR 310 LF



STA 200+31,23' LT

(SEE NOTE 1)

1-8" DI CAP

8" CI WATER MAIN

GROUT FILL EXISTING

REVISION DATES

12/17/2020

USER:USCW670696

GPLOT-V8



10:59:13 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

20

SCALE IN FEET

0 40 80

DRAWING No.

Project No.

0013333

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


ST

RE

AM 1

PE

RE

NNI

AL

ST

RE

AM 1

PE

RE

NNI

AL

PL

PL

PL

PL

PL

EXISTING R

/W

EXISTI

NG R/

W

PL

PL

EXISTING R/W & L/A

R/W & L/A

EXIST.

6

7

REQ'D R/

W

6'X6' (WxH)

6'X6'(WxH)

CULVERT

F/L = 926.84'

CULVERT

F/L = 926.95'

ECNEF '6

4 FT FENCE

A02

A03

A04

4" PLA

S

SVC

SVC

SVC

TO SS

MH A0

5

UNREINFORCED

8" CONC

UN

REI

NF

OR

CE

D

15"

CO

NC

UN

REI

NF

OR

CE

D

15"

CO

NC

8"CI

SVC W(B)

SVC

8"CI

8"

DIP

8" DIP

200

+00

MCPHERSON AVE

CONSTRUCTION cI-20 EB OFF RAMP

297

+52

298

+00

299

+00

300

+00

301

+00

CONSTRUCTION c

SEE

DR

AWI

NG

No. 44-0006

MATC

H LI

NE ST

A. 201+00

MATC

H LI

NE ST

A. 301+50

SEE

DR

AWI

NG

No. 44-0006

NOTES:

WALL.

CONFLICT WITH PROPOSED RETAINING

LOCATE 8" DI CAP AT LIMIT OF

REMOVE EXISTING WATER MAIN AND

RETAINING WALL FOOTING.

AND EXTENT OF CONFLICT WITH

OF EXISTING 8" CI WATER MAIN

CONTRACTOR TO VERIFY LOCATION 1.

VOLUME

CUBIC YARD

MINIMUM

DIMENSIONS IN FEET FOR CONCRETE BLOCKING

24"

20"

16"

12"

8"

6" 1.0

1.0

1.0

2.0

2.0

3.0

1.0

1.25

2.0

3.0

3.0

4.0 22"

19"

15"

11"

7"

7" 1.0

1.0

2.0

2.0

3.0

3.0

0.03

0.04

0.1

0.3

0.5

0.8

24"

20"

16"

12"

8"

6" 1.0

1.0

2.0

2.0

3.0

4.0

1.5

2.0

3.0

4.0

5.0

6.0 22"

19"

15"

11"

7"

7" 1.0

2.0

2.0

3.0

3.0

4.0

0.04

0.1

0.3

0.6

0.1

2.3

24"

20"

16"

12"

8"

6" 1.5

2.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

6.0

8.0 22"

19"

15"

11"

7"

7" 1.5

2.0

3.0

4.0

5.0

6.0

0.11

0.3

0.7

1.4

2.8

5.0

24"

20"

16"

12"

8"

6" 1.75

2.0

4.0

4.0

5.0

6.0

2.5

3.0

6.0

7.0

8.0

10.0 22"

19"

15"

11"

7"

7" 2.0

3.0

4.0

5.0

7.0

8.0

0.2

0.4

2.1

3.1

5.3

10.5

24"

20"

16"

12"

8"

6" 1.5

2.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

7.0

8.0 22"

19"

15"

11"

7"

7" 1.75

2.0

4.0

5.0

6.0

7.0

0.13

0.3

0.8

1.8

3.9

5.5

BEND SIZE A B C D

4111

2122

45

90

PLUGS

AND

TEES

D

1/

2-

D

BY THE ENGINEER BEFORE THRUST BLOCK

SOIL CONDITIONS SHALL BE VERIFIED

DESIGN IS IMPLEMENTED.

NOTES:

SECTION A

TYPICAL HORIZONTAL THRUST BLOCK

B

AC

A

1/2 O.D.

A

3000 P.S.I. HIGH EARLY.

CONCRETE SHALL BE CLASS B,

PER SQUARE INCH TEST PRESSURE.

FOOT SOIL BEARING PRESSURE AND 250 LBS.

BASED ON 2000 POUNDS PER SQUARE

DIMENSION OF THRUST BLOCK IS

1.

2.

3.

35

W

ELEVATION

A

B

C

A

1/2" O.D.

A

A

VOLUME

CUBIC YARD

MINIMUM

DIMENSIONS IN FEET FOR CONCRETE BLOCKING

24"

20"

16"

12"

8"

6" 1.0

1.0

1.0

2.0

2.0

3.0

1.0

1.25

2.0

3.0

3.0

4.0 22"

19"

15"

11"

7"

7" 1.0

1.0

2.0

2.0

3.0

3.0

0.03

0.04

0.1

0.3

0.5

0.8

24"

20"

16"

12"

8"

6" 1.0

1.0

2.0

2.0

3.0

4.0

1.5

2.0

3.0

4.0

5.0

6.0

7"

7"

11"

15"

19"

22"

1.0

2.0

2.0

3.0

3.0

4.0

0.04

0.1

0.3

0.6

1.0

2.3

24"

20"

16"

12"

8"

6" 1.5

2.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

6.0

8.0 22"

19"

15"

11"

7"

7" 1.5

2.0

3.0

4.0

5.0

6.0

0.11

0.3

0.7

1.4

2.8

5.0

24"

20"

16"

12"

8"

6" 1.75

2.0

4.0

4.0

5.0

6.0

2.5

3.0

6.0

7.0

8.0

10.0 22"

19"

15"

11"

7"

7" 2.0

3.0

4.0

5.0

7.0

8.0

0.2

0.4

2.1

3.1

5.3

10.5

24"

20"

16"

12"

8"

6" 1.5

2.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

7.0

8.0 22"

19"

15"

11"

7"

7" 1.75

2.0

4.0

5.0

6.0

7.0

0.13

0.3

0.5

1.5

3.5

5.5

BEND SIZE A B C D

4111

2122

45

90

PLUGS

AND

TEES

D

1/2-D

SECTION A

3000 P.S.I. HIGH EARLY.

3. CONCRETE SHALL BE CLASS B,

PRESSURE.

250 LBS. PER SQUARE INCH TEST

FOOT SOIL BEARING PRESSURE AND

BASED ON 2000 POUNDS PER SQUARE

2. DIMENSION OF THRUST BLOCK IS

ELEVATION

DESIGN IS IMPLEMENTED.

CONDITIONS BEFORE THRUST BLOCK

1. ENGINEER SHALL VERIFY SOIL

NOTES:

TYPICAL DOWNWARD THRUST BLOCK34

W

A

A

PROFILE

SECTION A

MIN.

3"

MIN.

3"

BRACE

BRACE

"21 3

ENGINEER

BY

DETERMINED

SHALL BE

LADDER

HEIGHT OF

PLAN

LC

BOLT SIZE AND NUMBER OF BOLTS SHALL

BE DETERMINED BY SIZE OF PIPE. (SEE

CHART)

FLAT IRON SHALL BE 12" X 3" UP TO 12" PIPE. 16" TO 24" PIPE

SHALL HAVE 34 " X 4" FLAT IRON AND HAVE (2) TWO BOLTS PER SIDE

BY ENGINEER

BE DETERMINED

DEADMAN SHALL

DIMENSIONS OF

VOLUME

CUBIC YARD

DEADMAN DETAILS

1

1

2

2

2

2

2

58" X 3"

58" X 3"

34" X 4"

34" X 4"

(2)34" X 5"

(2)34" X 5"

(2)34" X 6"

1

1

2

2

2

2

2

1

1

2

2

2

2

2

1

1

2

2

2

2

2

BEND SIZEBOLTS

OF

SIZE

4111

2122

45

90

24"

20"

16"

12"

10"

8"

6"

24"

20"

16"

12"

10"

8"

6"

24"

20"

16"

12"

10"

8"

6"

24"

20"

16"

12"

10"

8"

6"

LADDERS

OF

NUMBERS

0.3

0.6

1.0

1.4

2.4

3.8

5.3

0.7

1.2

1.7

2.7

4.8

7.4

10.3

1.2

2.2

3.3

4.3

8.8

13.7

19.8

1.8

3.1

5.3

7.0

12.4

19.4

22.0

HIGH EARLY.

3. CONCRETE SHALL BE CLASS B, 3000 P.S.I.

TEST PRESSURE.

PRESSURE AND 250 LBS. PER SQUARE INCH

POUNDS PER SQUARE FOOT SOIL BEARING

2. DESIGN OF THRUST BLOCK IS BASED ON 2000

BEFORE THRUST BLOCK DESIGN IS IMPLEMENTED.

1. ENGINEER SHALL VERIFY SOIL CONDITIONS

NOTES:

34A

W

THRUST DEADMAN

TYPICAL UPWARD

" X 6"43(2)

" X 5"43(2)

" X 5"43(2)

" X 4"43

" X 4"43

" X 3"85

" X 3"85

" X 6"43(2)

" X 5"43(2)

" X 5"43(2)

" X 4"43

" X 4"43

" X 3"85

" X 3"85

" X 6"43(2)

" X 5"43(2)

" X 5"43(2)

" X 4"43

" X 4"43

" X 3"85

" X 3"85

FOR TRENCH DETAIL

SEE DETAIL W/47A

EX. CONCRETE

PAVEMENT

6" GRADED AGGREGATE BASE

12" CUT BACK

TYP. EACH SIDE

PAVEMENT

EXISTING ASPHALT

6" GRADED AGGREGATE BASE

12" CUT BACK

TYP. EACH SIDE

CONCRETE WITH ASPHALT OVERLAY

CONCRETE PAVEMENT

CLASS "B"

10" MIN. CONCRETE

AND PAVEMENT REPLACEMENT

ASPHALT & CONCRETE STREETCUT7

G

LIMIT OF PAVEMENT

PAYMENT WIDTH

LIMIT OF PAVEMENT

PAYMENT WIDTH

ROUGH CONCRETE FINISH

VERTICAL EDGE (TYP)

FINAL SAW CUT

TACK COAT

SURFACE COURSE

2" TYPE "E"

VERTICAL EDGE (TYP)

INITIAL SAW CUT

CLASS "B"

8" MIN. CONCRETE

FOR TRENCH DETAIL

SEE DETAIL W-47A

PIPE O.D. +2'-0"

MAX.

MAX.

PIPE O.D. +2'-0"

VERTICAL EDGE(TYP.)

FINAL SAW CUT

VERTICAL EDGE(TYP.)

INITIAL SAW CUT

TYPICAL FIRE HYDRANT1

W

CONCRETE THRUST

BLOCK

6" GATE VALVE

& VALVE BOX

WATER MAIN

ANCHOR

COUPLING

EXISTING

GROUND 24" 0 x6" THICK

CONCRETE COLLAR

R/

W

18"

MIN.

FIRE HYDRANT

NOTES:

1. CONCRETE COLLAR NOT REQUIRED IF HYDRANT IS

2. STONE SHALL BE PLACED A MINIMUM 6" ABOVE DRAIN

PORTS, A MINIMUM 18" BELOW DRAIN PORTS, 15" LATERALLY

ON EACH SIDE OF SHOE AND 24" FROM BACK OF HYDRANT

TOWARD THE MAIN.

SURROUNDED BY CONCRETE SIDEWALK.

MINIMUM

4'-0" COVER

MAXIMUM

5'-0" COVER

21" MIN.

HYDRANT

TEE

CONCRETE THRUST

BLOCK

(SEE NOTE 1)

PIPEVALVE

MARKER BALL

MARKER BALL

TEE OR BEND

TYPICAL SECTION A-A

TRENCH

MARKER BALL

PIPE

(M

AX)

5'-

0"

4" MIN.

HAND BACKFILL

BALL

MARKER

TO 6" OVER

TYPICAL PLAN

62

W ELECTRONIC BALL MARKER DETAIL

A

A

A

A

(SEE NOTE 3)

CUT PIPE AND CAP

EARTH

UNDISTURBED

CUT PIPE AND CAP

(ITEM 16B)

SEE DETAIL W/36

THRUST BLOCK(SEE NOTE 2)

EXISTING VALVE

ABANDONED/KILLED

MAIN TO BE

EXISTING WATER

EARTH

UNDISTURBED

IN SERVICE

MAIN TO REMAIN

EXISTING WATER

(ITEM 7F)

AS SPECIFIED

VALVE TO BE ABANDONED

EXISTING IN LINE

61

W CUT AND PLUG/VALVE ABANDONMENT DETAIL

PLAN VIEW

4. OPEN VALVE WHEN DIRECTED BY ENGINEER.

PIPE AND POUR THRUST BLOCK AGAINST CAP.

3. WHERE VALVE DOES NOT EXIST, INSTALL CAP ON END OF

BLOCK AGAINST VALVE.

REMOVE COVER AND EXTENSION STEM AND POUR TRUST

2. IF VALVE EXISTS WITHIN LIMITS OF EXCAVATION, CLOSE VALVE

1. CLOSE VALVE PRIOR TO CUTTING AND PLUGGING MAIN.

NOTES:

AND 4)

(SEE NOTE 1

IN SERVICE

MAIN TO REMAIN

VALVE ON WATER

LIMIT OF EXCAVATION

12"

D

4'-

0"(

MIN.)

UNPAVED AREAPAVED AREA

EXISTING GROUND SURFACE

UNDISTURBED EARTH

FOUNDATION:

CRUSHED STONE

BEDDING/HAUNCHING:

12"

AND FOREIGN MATTER.

MATERIAL FREE OF ROCKS, STONES

INITIAL BACKFILL:

6" ABOVE EXISTING GRADE

MOUND BACKFILL

5'-

0"(

MA

X.)

EARTHROCK

X

PIPE

X= 12" MIN. WHEN D> 24"

X= 8" MIN. WHEN D < 21"

UNDISTURBED EARTH

FOUNDATION:

COMPACTED IN 6-INCH LAYERS

SUITABLE EXCAVATED MATERIAL,

FINAL BACKFILL:

G-7

REPLACEMENT DETAILS

SEE STREET CUT AND

47

W

TRENCH SECTION

DUCTILE IRON WATER MAIN

BASE

AGGREGATE

6" GRADED

AS DETERMINED BY ASTM-D698

OF ITS MAXIMUM DRY DENSITY

BE COMPACTED TO 95

ALL BACKFILL MATERIAL SHALL

NOTE:

>

ORIG. DATE: OCT. 2004

DATE: OCT. 2011

SCALE: N.T.S.

STANDARD DETAILS

TRENCH TERMINOLOGY

DETAIL NO. WR-G_TR003

AND SHOULD BE REVIEWED THOROUGHLY.

THIS DETAIL WAS TAKEN FROM THE CITY OF ATLANTA'S WEBSITE. IT MAY HAVE BEEN MODIFIED

DIA

METE

R

OUTSID

EPIP

E

BOTTOM OF

DITCH IF NO

FOUNDATION

REQUIRED

,

A.

G

A

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City of Atlanta REV.

FINAL BACKFILL

INTIAL BACKFILL

12"

(TRENCH STABILIZATION)

FOUNDATION IF REQUIRED

(DEPTH VARIES)

HAUNCHING

TRENCH SLOPE

MIN. HEIGHT START

BEDDING


DATE: OCT. 2011

SCALE: N.T.S.

STANDARD DETAILS

TRENCH SECTION

TYPICAL WATERLINE

DETAIL NO. WR-G_TR001



THE ENGINEER, WARRANT THE NEED FOR ADDITIONAL TESTS.

CONSTRUCTION, UNLESS SOIL CONDITIONS OR CONSTRUCTION PRACTICES, IN THE OPINION OF

JOB, AND A MAXIMUM OF ONE REQUIRED TEST FOR 400 FEET OF LESS OF WATER MAIN

AND AT INTERVALS AS DETERMINED BY THE ENGINEER WITH A MINIMUM OF ONE TEST ON EACH

SIDEWALKS, DRIVES AND OTHER EXISTING OR PROPOSED PAVED AREAS AT VARYING DEPTHS

COMPACTION TEST: COMPACTION TEST WILL BE REQUIRED IN EXISTING OR PROPOSED STREETS, 3.

CLASSIFICATION. AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D698.

COMPACTED AT NOT LESS THAN 98% OF THEIR OPTIMUM COMPACTION FOR ANY SPECIFIC SOIL

AMOUNT OF MOISTURE FOR PROPER COMPACTION, AND THESE MATERIALS SMALL BE

COMPACTION STANDARDS: ALL BACKFILL MATERIALS USED SHALL CONTAIN A SUFFICIENT 2.

MATERIAL BE PLACED IN TRENCHES.

THAN 12-INCHES IN DEPTH, PUDDLING WILL NOT BE PERMITTED, NOR WILL FROZEN OR WET

THOROUGHLY COMPACTED BEFORE BEGINNING ANOTHER LAYER. LAYERS SHALL BE NO MORE

COMPACTION: BACKFILLS SHALL BE BUILT UP IN LAYERS AND EACH LAYER SHALL BE 1.

NOTES:

9"WIDTH FOR REPAVING

ALLOWABLE TRENCH

A

PAVEMENT CUT-BACK

DETAIL 12"

DUCTILE IRON PIPE

BELL HOLE

DBA

CK

FIL

L

MA

TE

RIA

L

CO

VE

R

4'-

0"

MIN/ 5'-

0"

MA

X.

TRENCH SHALL BE EXCAVATED TO

DEPTH REQUIRED PROVIDING A UNIFORM

AND CONTINOUS BEARING AND

SUPPORT FOR THE PIPE OS SOLID AND

UNDISTURBED GROUND AT EVERY POINT

BETWEEN BELL OR COUPLING HOLES.FOR EXCAVATION IN POOR SOIL:

REMOVE UNSUITABLE MATERIAL

TO WIDTH AND DEPTH

DIRECTED. BEFORE PIPE IS

LAID, THE SUBGRADE SHALL BE

BACKFILLED WITH AN APPROVED

MATERIAL IN 3" LAYERS, EACH

LAYER SHALL BE THOROUGHLY

TAMPED TO 95% COMPACTION.

PIPE SIZE(NOMIANAL)

A

(MAXIMUM)

EARTH/ROCK

B

(MAXIMUM)

EARTH/ROCK

C D

MIN./MAX.

6" 3.50'/4.00' 2.00'/2.50' AS REQ'D 9"/12"

8" 3.50'/4.00' 2.00'/2.50' 9"/12"

4.00'/4.50' 2.50'/3.00' 9"/12"

4.50'/5.00' 3.00'/3.50' 9"/12"

9"/12"

5.00'/5.50' 9"/12"

5.50'/6.00' 9"/12"

6.00'/6.50' 9"/12"

7.00'/7.50' 9"/12"

12"

16"

20"

24"

30"

36"

48"

4.50'/5.00' 3.00'/3.50'

3.50'/4.00'

4.00'/4.50'

5.50'/6.00'

4.50'/5.00'

"

"

"

"

"

"

"

"

AND COMPACTED AS SPECIFIED.

AND THE BACKFILL TO BE PLACED

TO BE LAID AND JOINTED PROPERLY

B-WIDTH REQUIRED TO PERMIT PIPE

SUPPORT, SHEETING, BRACING, ETC.

PROVIDE FOR PLACING OF TIMBER

C-EXTRA WIDTH AS REQUIRED TO

B

C

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A.

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A

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44-0009


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CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333

ORIG. DATE: NOV. 2004

DATE: OCT. 2011

SCALE: N.T.S.

STANDARD DETAILS

VALVE BOX

TYPICAL UNDERGROUND

DETAIL NO. WR-G_VB001



WAT E R

CONCRETE COLLAR

CAST IRON LID

4 #4 REBARS

VALUE OPERATING NUT

VALVE OPERATOR

2' FT BELOW GRADE

WRENCH NUT

2 INCH SQUARE

GREATER THAN 4FT. DEEP

VALUE OPERATING NUT IS

EXTENSION STEM REQ. WHERE

SUPPORT BOX W/BRICK

NO CONTACT ON VALVE.

EXT. (AS REQ'D)

DUCTILE OR CAST IRON

CAST.IN.PLACE

PRECAST OR

24" SQ. OR 24" DIAM.

VALUE BOX

CAST IRON

9"8"

WRENCH NUT

FIT 2 INCH SQUARE

,

A.

G

A

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VALVE BOX COVER


DATE: OCT. 2011

SCALE: N.T.S.

STANDARD DETAILS

BOX ASSEMBLIES

TYPICAL 4"-12" VALVE

DETAIL NO. WR-G_VB002



4. WHEN COATING IS COMPLETE, LID SHALL FIT SNUGLY WITHOUT ROCKING.

ADHERE TO THE METAL AT ALL TEMPERATURES.

GLOSSY NOT BRITTLE WHEN COLD, NOT STICKY WHEN EXPOSED TO THE SUN, AND SHALL

AND SHALL THOROUGHLY COVER ALL METAL SURFACES. FINISHED COATING SHALL BE SMOOTH,

INDICATED IN A.W.W.A. SPECIFICATIONS C110 LATEST REVISION. COATING MAY BE APPLIED COLD

3. FINISHED CASTING SHALL BE COATED INSIDE AND OUTSIDE WITH COAL TAR PITCH VARNISH AS

FOUNDRY PRACTICE, CHIPPED AND GROUND AS NEEDED TO REMOVE FINS AND ROUGH PLACES.

2. CASTING SHALL BE TRUE AND FREE OF HOLES. THEY SHALL BE CLEANED ACCORDING TO GOOD

LATEST REVISION FOR CLASS 20 GREY IRON CASTINGS.

1. UNLESS NOTED OTHERWISE, CAST IRON SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A48

NOTES:

4 1/

4"

DIA.

5 1/

2"

DIA.

6 1/

2"

DIA.

2"

7 1/2"

5/8"

1"

1/2"

7 3/8" DIA.

7" DIA.

6 1/2" DIA.

4 3/4" DIA.

4" DIA. 2"

PLAN

1/2"

SECTION

5/8"R

R1/4"

8" DIA.

6 3/4"

DIA.

3/4"

1 3/4"

12"

SPECIAL TOP SECTION

VALVE BOX

1/

2"1 1/4"

R1/2"

7 1/2"

2"

1/8"

1/8"

1/2"

6" DIA.

10" DIA.

7 5/8" DIA.

1/2"

9 1/2"

7 5/8"

6 3/4"

5/8"

8

1/

4"

5/8"

3/8"12"

2 1/2"

9 1/2" DIA.

18 1/2" DIA.

2"

2 1/4"

STANDARD TOP SECTION

VALVE BOX

1/8"

2 1/2"

,

A.

G

A

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GENERAL NOTES:

METER BOX

WHEN COATING IS COMPLETE, LID SHALL FIT SNUGLY WITHOUT ROCKING.4.

SUN, AND SHALL ADHERE TO THE METAL AT ALL TEMPERATURES.

AND SHALL BE SMOOTH, GLOSSY, NOT BRITTLE WHEN COLD, NOT STICKY WHEN EXPOSED TO THE

INDICATED IN A.W.W.A. SPECIFICATIONS C110, LATEST REVISION. COATING MAY BE APPLIED COLD

FINISHED CASTINGS SHALL BE COATED INSIDE AND OUTSIDE WITH COAL TAR PITCH VARNISH AS 3.

FOUNDRY PRACTICE, CHIPPED AND GROUND AS NEEDED TO REMOVE FINS AND ROUGH PLACES.

CASTINGS SHALL BE TRUE AND FREE OF HOLES. THEY SHALL BE CLEANED ACCORDING TO GOOD 2.

REVISION FOR CLASS 20 GREY IRON CASTINGS.

UNLESS NOTED OTHERWISE, CAST IRON SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A48 LATEST 1.

3/

4"

PLAN

1/8"

7/16"

1/

2"

5"

10"

18 1/2"

18 3/8"

11/16"

1 3/8"

1/

2"

1/

8"

5/

16"

1/8"

20"

1 1/4"

2 1/2"

7/16"

4 1/4"

3/4"

5"1"

1/2" R

7"R

3/4"

1

1/

4"

9 7/

8"

4 1/4"

4 15/16"R

1/4"

3/4"R

3/

8"

2

1/

2"

2 7/

8"

2"

30"R1/2"

3/16"

3/8" 1/

8"

1 3/8"

1/2"

1/16"

METER BOX LID

5/16"


DATE: OCT. 2011

SCALE: N.T.S.

DETAIL NO. WR-G_ME001



AND LAY OFF 1-21/64" C.C.

AT CENTER OF LID, STRADDLE C.L.

ALL RIBS EQUALLY SPACED. BEGIN

,

A.

G

A

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STANDARD DETAILS

ASSEMBLY

TYPICAL METER BOX

1/4"

1 3/4"

WA

TE

R ME

TE

R

METER BOX PLAN

4 3/4" x 2 1/2"

ATLANTA ONLY ALL OTHERS

END SLOT DIMENSIONS

5/16"x1/16"

BEVELED

OF ALL RIBS

SIDES AN ENS

METER BOX SECTION

Department of Public Works

City of Atlanta

1/8"

ORIG. DATE: NOV. 2004

DATE: OCT. 2011

SCALE: N.T.S.

STANDARD DETAILS

GUTTER REPAIRS

SIDEWALK, CURB AND

DETAIL NO. WR-G_PV004



EXISTING MATERIALS AS DIRECTED.

REPLACE SIDEWALKS, CURB AND GUTTER AND CURBING TO MATCH 2.

DETAILS ARE TYPICAL1.

NOTE:

"A"-"A" "B"-"B"

SERVICE LINE

A B

2%

1

2

A B

6' MAX

EXPANSION JOINTS

30'-0"

SCORED

JOINTS

TRENCH TO BE

COMPACTED TO

95% DENSITY

EXPANSION

JOINT

CONCRETE

SIDEWALK

EXPANSION

JOINT

CONCRETE

SIDEWALK

10x10 MESH

12"

4"R0.75

3'-0" TO 5'-0" VARIES 2'-0" 2'-0"

1'-6"ASPHALT

4" BITUMINOUS

MACADAM BASE

6"

1.5"

CONCRETE OR

GRANITE CURB

PAVEMENT

BASE

,

A.

G

A

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GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333

SUMMARY OF QUANTITIES

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY

500-3200 CLASS B CONCRETE (FOR THRUST RESTRAINTS) CY 3.7

600-0001 FLOWABLE FILL CY 8.2

610-2370 REMOVE WATER MAIN, 8 IN LF 50

611-8010 ADJUST HYDRANT TO GRADE EA 1

611-8050 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 2

611-8120 ADJUST WATER METER BOX TO GRADE EA 1

611-8140 ADJUST WATER VALVE BOX TO GRADE EA 1

670-0800 WATER METER EA 4

670-1060 WATER MAIN, 6 IN, RESTRAINED JOINT LF 70

670-1080 WATER MAIN, 8 IN, RESTRAINED JOINT LF 760

670-1600 CUT & PLUG EXISTING WATER MAIN EA 3

670-2060 GATE VALVE, 6 IN EA 1

670-2080 GATE VALVE, 8 IN EA 4

670-2700 ABANDONMENT OF WATER VALVE EA 1

670-4000 FIRE HYDRANT EA 1

670-5620 WATER SERVICE LINE, 3/4 IN LF 70

670-5010 WATER SERVICE LINE, 1 IN LF 85

670-9900 REMOVE EXIST WATER METER, INCL BOX EA 4

670-9920 REMOVE EXISTING FIRE HYDRANT EA 1

(INCIDENTAL ITEMS)

SUMMARY OF QUANTITIES

06-XXXX


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CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

DRAWING No.

Project No.

0013333

Emergency Utility Response Information (EURI)

The purpose of Emergency Utility Response Plan (EURP) is to ensure that utility systems of the

project can be taken out of service in the event of damage, provide emergency contact

information, and to assist the Contractor in developing an Emergency Response Plan for the

project. This is particularly important to public safety where electrical, water, sanitary and

natural gas systems are involved. Thus, the Emergency Response plan should identify switches

and valves that control the flow of utility services that should be stopped when continued flow

would compromise public safety. The Emergency Response Plan is not meant to put others in

charge of these same switches and valves. It is meant to ensure that these switches and valves

have been checked for access and operation. For telecommunications systems, the EURP should

detail the procedure for initiating repair efforts in the shortest order. Provide this information

under Special Requirements.

Project Description/Permit Number: P.I. 0013333 I-20 EB to CS 2776/Maynard Terrace

Company Name: City of Atlanta - DWM

Type of Facility: Potable Water: 6-inch and 8-inch water mains and

appurtenances

(gas/water/sewer/electric/cable/telecommunications/ etc…)

• Emergency Contact Name: Joe Carpenter Phone Office: 404-546-1331

Cell: 678-414-9042 Email:

[email protected]

• Alternate Contact Name: Daniel Ephraim Phone Office: 404-546-3368

Cell: 678-382-4567 Email:

[email protected]

• Emergency Response Time: 2 hours

• Type of Material: Ductile Iron

• Number of existing valves within the project limits: 2

• Number of Emergency Response valves within the project limits (approximate location

details / Station Numbers based on the Project Utility Plans): N/A

• Number of switches within project limits (approximate location details / Station Numbers

based on the Project Utility Plans): N/A

• Date of last maintenance survey of valves, switches and pertinent devices: N/A

• Working condition of devices/Special Requirements: N/A

• In the case of non-functioning valves/switches within the project limits, provide the

approximate location details of the nearest valve / switch outside the project limits: N/A

Created: 2/05/2010 First Use: Revised:

NPDES UTILITY COMPLIANCE STATEMENT

Utility Owner Name: City of Atlanta Department of Watershed Management P.I. Number: 0013333

1. Check the appropriate box regarding applicability of the NPDES General Permit, No. GAR100002. If subject to coverage under GAR100002, attach a copy of the Notice of Intent signed by the Utility listed above. If not subject to coverage under GAR100002, provide a statement regarding permit coverage and use of best management practices consistent with the Manual for Erosion & Sediment Control in Georgia.

Yes (NOI attached*) – (*this copy is not proof of submittal to EPD and will not be considered as the copy on the construction

site).

No (not subject to NOI coverage; provide statement below). This project disturbs less than one (1) acre of the ground surface and is not subject to coverage under GAR100002. Best Management Practices (BMPs) will be established and implemented per the Manual for Erosion & Sediment Control in Georgia.

2. Insert a statement regarding the applicability of State Waters Buffer variances:

State Waters Buffer variances are not applicable for this project.

3. Check “Yes” if buffer variance is required or check “Not Applicable”.

Yes (executed variance is attached).

Not Applicable (buffer variance is not required).

4. This Compliance Statement should be completed by a representative possessing current design professional credentials as defined in the GAR100002 permit. If completed by a design professional, please insert the certification ID number. Acceptance of this Statement by the Department does not confer legitimacy and accuracy or in any way transfers liability for errors or omissions made by the preparer.

Printed Name: Samuel Broder Date: 03/9/2022

Signature: Title: Project Manager

Certification ID:

March 9, 2022 RE: P.I. 0013333_I-20 EB at CS 2776/Maynard Terrace in Fulton County

City of Atlanta (“City”) Georgia Utilities Permit Application – No Cost – Water Facilities To Whom It May Concern,

This letter is in support of attached Georgia Utilities Permit Application for the relocations and adjustments

of water facilities within the project limits of P.I. 0013333 – Maynard Terrace Roundabout. Proposed water

facilities relocation work includes the following: removal & replacement of one (1) fire hydrant, as well as

associated water mains, connections, and valves as shown on the Utility Relocation Plans dated July 23,

2021. Proposed water facilities relocation work includes the following: adjustment of one (1) fire hydrant,

and the adjustment of one (1) water meter box, the abandonment of one (1) water valve, and the adjustment

of one 1) water valve. Proposed water facilities relocation work also includes the following: installation of

one (1) water meter and box, installation of one (1) 6-inch gate valve, installation of four (4) 8-inch gate

valves, and the installation of one (1) fire hydrant. The relocations and adjustments are necessary to facilitate

the construction of proposed signal upgrades and pedestrian accommodations that will allow each

intersection in the project to meet ADA requirements. The existing water facilities in the project limits

conflict with the proposed work. Therefore, it will be necessary to relocate and adjust the water facilities

through conventional construction methods, as shown on the Utility Relocation Plans dated July 23, 2021.

The adjustments will be completed in accordance with the 2016 Georgia Department of Transportation

Utility Accommodations Policy and Standards. Adjustments will be performed through a GDOT-let contract

performed by a GDOT Contractor. There will be no cost to GDOT related to this portion of the work. The

City of Atlanta will assume the costs associated with the adjustments of water assets for this project.

If there are any questions or if any additional information is needed, please contact Daniel Ephraim of the

City of Atlanta by email at [email protected], or phone at (404) 546-3368.

Regards,

Sam Broder

Samuel Broder, PE Project Representative

City of Atlanta Department of Watershed Management

cc: Christopher Merzius, City of Atlanta DWM

Joseph Carpenter, City of Atlanta DWM

Attachments

1. Georgia Utilities Permitting Application

mailto:[email protected]

GENERAL PROVISIONS

IT IS EXPRESSLY STIPULATED THAT THIS PERMIT IS A LICENSE FOR PERMISSIVE USE ONLY, AND THE PLACING OF UTILITY FACILITIES UPON PUBLIC PROPERTY, PURSUANT TO THIS PERMIT, SHALL NOT OPERATE TO CREATE OR VEST ANY PROPERTY RIGHT IN THE HOLDER.

WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFECTIVE OPERATION, ALTERATION OR RELOCATION OF ALL OR ANY PORTION OF THE HIGHWAY, AS DETERMINED BY THE DEPARTMENT, ANY OR ALL OF SAID FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER SHALL BE IMMEDIATELY REMOVED FROM THE RIGHT-OF-WAY, OR RESET OR RELOCATED THEREON, AS REQUIRED BY THE CHIEF ENGINEER, AND AT THE SOLE EXPENSE OF THE UTILITY, UNLESS REIMBURSEMENT IS AUTHORIZED BY SEPARATE AGREEMENT. SHOULD THE UTILITY FAIL TO REMOVE OR RELOCATE ITS FACILITIES UPON DUE NOTICE FROM THE DEPARTMENT, THE UTILITY SHALL BE LIABLE FOR ANY EXTRAORDINARY COSTS OR DAMAGES INCURRED BY THE DEPARTMENT AS A RESULT THEREOF.

IF THE DEPARTMENT UNDERTAKES TO IMPROVE THIS HIGHWAY, IT SHALL BE THE RESPONSIBILITY OF THE UTILITY TO PLAN, WITH THE DEPARTMENT AND ITS CONTRACTOR, A SCHEDULE WHICH WILL CLEARLY SETS FORTH AT WHICH STAGE OF OPERATIONS THE UTILITY WILL BE REQUIRED TO PERFORM ANY ADJUSTMENT TO ITS FACILITIES NECESSARY TO ACCOMMODATE THE HIGHWAY IMPROVEMENTS.

DURING THE INITIAL INSTALLATION OR CONSTRUCTION OF FACILITIES AUTHORIZED BY THIS PERMIT, OR DURING ANY FUTURE REPAIR, REMOVAL OR RELOCATION THEREOF OR ANY MISCELLANEOUS OPERATIONS, THE UTILITY SHALL, AT ALL TIMES, MAINTAIN FLAGMEN, SIGNS, LIGHTS, FLARES, BARRICADES, AND OTHER SAFETY DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, AND, AS MAY BE NECESSARY, TO PROPERLY PROTECT TRAFFIC UPON THE HIGHWAY AND TO WARN AND SAFEGUARD THE PUBLIC AGAINST INJURY OR DAMAGE.

IT IS EXPRESSLY PROVIDED THAT, WITH RESPECT TO ANY LIMITED ACCESS HIGHWAY, THE UTILITY SHALL NOT HAVE OR GAIN DIRECT ACCESS, EITHER INGRESS OR EGRESS, FROM THE MAIN TRAVELED WAY OF SAID HIGHWAY OR ITS ON OR OFF RAMPS TO ANY FACILITIES AUTHORIZED BY THE PERMIT EXCEPT UPON SPECIFIC APPROVAL BY

THE DEPARTMENT.

IT IS THE UTILITY’S RESPONSIBILITY TO VERIFY THE LIMITS OF RIGHT-OF-WAY FOR LOCATION OF THE UTILITY FACILITIES AUTHORIZED HEREBY.

NO INHERENT OR RETAINED RIGHT OR PRIVILEGE OF ANY ABUTTING PROPERTY OWNER IS AFFECTED BY THIS PERMIT NOR IS THE DEPARTMENT RESPONSIBLE FOR ANY CLAIM WHICH MAY DEVELOP BETWEEN THE UTILITY AND ANY PROPERTY OWNER CONCERNING USE OF THE RIGHT OF WAY. THE UTILITY IS RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO PRIVATE DRIVEWAYS DURING INSTALLATION OF ITS FACILITIES AND FOR RESTORATION OF DRIVEWAYS TO THE PROPERTY OWNER’S SATISFACTION.

APPROVAL OF THIS PERMIT DOES NOT CONSTITUTE APPROVAL OF DESIGN OR CONSTRUCTION DETAILS FOR THE PROPOSED UTILITY FACILITIES. THE UTILITY IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE GOVERNMENTAL CODES AND REGULATIONS.

THE UTILITY SHALL GIVE THE DEPARTMENT A MINIMUM OF 24 HOURS NOTICE PRIOR TO BEGINNING ANY WORK UNDER THIS PERMIT.

THIS PERMIT SHALL BE VOID UNLESS WORK HEREUNDER IS BEGUN WITHIN TWELVE (12) MONTHS OF THE DATE OF ITS APPROVAL.

THE PROVISIONS OF THIS PERMIT ARE REGULATORY AND NOT CONTRACTUAL. NO INTEREST OR RIGHT OF A UTILITY GRANTED BY THIS PERMIT MAY BE TRANSFERRED TO ANOTHER EXCEPT BY WRITTEN CONSENT OF THE DEPARTMENT. THIS PERMIT MAY BE REVOKED AT THE PLEASURE OF THE DEPARTMENT UPON THIRTY (30) DAYS WRITTEN NOTICE TO THE UTILITY.

PERMIT DATA FOR PERMIT APPLICATION 1246826 Location ...

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