Path Scope PART 4.pdf

SPECIAL CONSTRUCTION DETAIL

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P.I. No.

38-0004

PATH400 ALONG ADINA DRIVE

LIVABLE BUCKHEAD INC.

GEORGIA DETAILS

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40-0005

GEORGIA STANDARDS

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41-0001

NOT TO SCALE

NRCS SOIL SERIES MAP

Map Unit Name

Totals for Area of Interest in AOI

Acres of AOI

Percent

18.6

Fulton County, Georgia

100.0%

Map Unit Symbol

Ub Urban land 100.0%

18.6

ESPCP GENERAL NOTES

The following is a summary of the soils that are expected to be found on the project site:

SOIL SERIES INFORMATION

PETROLEUM STORAGE, SPILLS, AND LEAKS

requirements.

Standard Specification 107-Legal Regulations and Responsibility to the public for additional

GAR100002 for inclusion with these plans. The Contractor's attention is specifically directed to petroleum products. This plan shall be prepared by a Certified Design Professional as required by addendum that addresses the additional BMPs needed for onsite storage and spill prevention for

If the Contractor elects to store petroleum products on site, the Contractor shall prepare an ESPCP the action plan. The Contractor shall not park, refuel, or maintain equipment within stream buffers.

maintained on the project site. All personnel operating or servicing equipment shall be familiar with utilized at the site. A copy of the action plan shall be submitted to the Project Engineer and material, leaks or spills associated with the servicing, refueling or operation of any equipment materials on site for the capture, clean up, and disposal of any petroleum product, or other hazardous to the Contractor. The Contractor shall at a minimum provide an action plan and keep the necessary

These plans expressly delegate the responsibility of proper on-site hazardous material management

SOIL SERIES INFORMATION

The following is a summary of the soils that are expected to be found on the project site:

http://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm.

also available online at:

The NRCS soil survey and soil series maps for the project site are locations of the above listed soils on the construction plans.

series maps, it is not reasonably practical to delineate the precise

Due to the size and scope of this project and the nature of soil

Month

Activities

Perform Construction

Vegetation

Establish Permanent

Control Measures

Erosion

Install Temporary

Control Measures

Temporary Erosion

Maintenance of

Control Measures

Erosion

Remove Temporary

Construction Schedule

1 2 3

ESPCP GENERAL NOTES:

TEMPORARY MULCHING

VEGETATION AND PLANTING SCHEDULE

SEQUENCE OF MAJOR ACTIVITIES

control measures and practices prior to land-disturbing activities.

The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures shall be implemented to control or treat the sediment source.

of the approved plan does not provide for effective control, additional erosion and sedimentation

Erosion and sedimentation control measures will be maintained at all times. If full implementation documents, or landscaping plans.

of the Department's Standards Specifications (or special provisions) and other applicable contract fertilizing, liming, and mulching for this project can be found in Section 700 of the current edition

All temporary and permanent vegetative practices including plant species, planting dates, seeding, also responsible for selecting the location(s) of the construction exit(s).

construction exit detail included in this ESPCP. To facilitate project logistics, the Contractor is is responsible for establishing at least one (1) construction exit per the specifications of the

The project budget includes suffcient funds for the payment of construction exits. The Contractor

REVISED August 1, 2016

A copy of the construction schedule shall be maintained at the project site.

construction schedule for this project shall be submitted after the project is awarded.

The Contractor is responsible for developing the construction schedule for the project. The

163, 700, or 711.

practicable with a suitable material listed in Standard Specification (or Special Provision) Sections temporarily or permanently ceased shall be stabilized within 14 days of such cessation as soon as any disturbed area where construction activities have perform stabilization more often than 14 days.

However in special cases, the Project Engineer may require the contractor to

EPD General Permit GAR 100002 states that

DESCRIPTION OF CONSTRUCTION ACTIVITY

10' multi-use trail will be developed along Adina Drive connecting at the Lindbergh Drive.

The existing road has 12' lanes that will be reduced to 10.5' lanes. With the road diet a

This project is a road diet and trail extention along Adina Drive in Fulton County, Georgia.

REVISION DATES

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51-0001

EAST PACES FERRY RD SPUR TO PATH 400

1. Permanent grassing and sod where shown on the Stage 3 plans.

C. Final BMPs: As soon as final grade has been established in any area of the project, install the following:

B. Intermediate BMPs: N/A

A. Initial BMPs: N/A

FINAL STAGE 3:

1. Permanent grassing and sod where shown on the Stage 3 plans.

C. Final BMPs: As soon as final grade has been established in any area of the project, install the following:

3. Construct and maintain inlet sediment traps where shown on the Stage 2 plans.

2. Adjust perimeter silt fence as drainage structures are being installed.

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs: While earthwork is progressing, do the following:

A. Initial BMPs: N/A

INTERMEDIATE STAGE 2:

C. Final BMPs: N/A

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs:

2. Contractor is responsible for establishing construction exits.

1. Install perimeter inlet sediment traps as shown on Stage 1 plans prior to clearing and grubbing operations.

A. Initial BMPs: Install the following BMPs prior to construction

INITIAL STAGE 1: Work in this stage includes clearing and grubbing and installing Initial BMPs.

PAVEMENT

GUTTER

FLOW

CATCH BASIN

B B

F L

O W

F L

O W

PAVEMENT

CURBING

CATCH BASIN

FILTER FABRIC

8" CONCRETE BLOCK WRAPPED IN

SECTION B-B

Sd2-P CURB INLET PROTECTION

4" GAP BETWEEN INLET AND FILTER

IN A HAZARDOUS CONDITION.

INSTALLATION AND MAINTENANCE ARE CRUCIAL TO AVOID PONDING IN THE ROADWAY, RESULTING

TO ALLOW FOR OVERFLOW AND PREVENT HAZARDOUS PONDING IN THE ROADWAY. PROPER

A GAP OF APPROXIMATELY 4 INCHES SHALL BE LEFT BETWEEN THE INLET FILTER AND THE INLET

MATERIAL.

BY WRAPING DOT #57 STONE WIHT FILTER FABRIC, WIRE, PLASTIC MESH, OR EQUIVALENT

WRAPPED IN FILTER FABRIC. SEE DETAIL. ANOTHER METHOD USES GRAVEL BAGS CONSTRUCTED

ONE METHOD OF CURB INLET PROTECTION USES "PIGS-IN-A-BALNKET": 8-INCH CONCRETE BLOCKS

REMOVED IF A SAFETY HAZARD IS CREATED.

RECEIVING RUNOFF FROM DISTURBED AREAS. THIS METHOD OF INLET PROTECTION SHALL BE

ONCE PAVEMENT HAS BEEN INSTALLED, A CURB INLET FILTER SHALL BE INSTALLED ON INLETS

CURB INLET PROTECTION

ESPCP GENERAL NOTES

TEMPORARY SEDIMENT BASIN DETAILS

would cause additional adverse impacts based on existing physical constraints.

Land disturbance activities associated with constructing and removing sediment basins at these locations

All Outfalls: Sediment basins are not used at these locations.

OTHER CONTROLS

SITE STABILIZATION AND BMP MAINTENANCE MEASURES

stream buffers.

familiar with the action plan. The Contractor shall not park, refuel, or maintain equipment within and maintained on the project site. All personnel operating or servicing equipment shall be equipment utilized at the site. A copy of the action plan shall be submitted to the Project Engineer other hazardous material, leaks or spills associated with the servicing, refueling or operation of any necessary materials on site for the capture, clean up, and disposal of any petroleum product, or to the Contractor. The Contractor shall at a minimum provide an action plan and keep the

These plans expressly delegate the responsibility of proper on-site hazardous material management

PETROLEUM STORAGE, SPILLS, AND LEAKS

SILT FENCE INSTALLATIONS WITH J HOOKS AND SPURS

costs and other incidental items are included in cost of installing and maintaining silt fence.

immediately upgradient J hook. J Hooks shall be paid for as silt fence items per linear foot. All hook spacing is reached when the top of the J hook is at the same elevation as the bottom of the hooks shall be spaced in accordance with GDOT Construction Detail D-24C. The maximum J located around the perimeter of the project and along the toe of embankments or slopes. The J technique is called using J hooks (or spurs). The J hooks shall be utilized on all silt fences that are create small pockets that trap silt and force stormwater to flow through the silt fence. This

Silt fence should never be run continuously. The silt fence should turn back into the fill or slope to other contract documents for stabilization and maintenance measures.

See the Department's Standard Specifications (or Special Provisions) 161, 163, 165, 700, 711, and

DEWATERING AND PUMPING ACTIVITIES

will be made for water quality sampling of pump discharges.

GAR100002 NPDES permit by utilizing a Certified Design Professional. No separate payment discharges. The contractor shall prepare sampling plans in accordance with the current create sheet flow will obligate the contractor to perform water quality sampling of pumped

BMP's. The contractor shall ensure the post BMP treated discharge is sheet flowing. Failure to appropriately sized sediment basin, silt filter bag, or shall be treated equivalently with suitable

Any pumped discharge from an excavation or disturbed area shall be routed through an and petroleum storage.

applicable State and/or local regulations for waste disposal, sanitary sewer and septic system, The Contractor shall follow this ESPCP and ensure and demonstrate compliance with all edition of the Department's Standard Specifications.

The Contractor shall control dust from the site in accordance with Section 161 of the current requirements.

Standard Specification 107-Legal Regulations and Responsibility to the public for additional

GAR100002 for inclusion with these plans. The Contractor's attention is specifically directed to petroleum products. This plan shall be prepared by a Certified Design Professional as required by addendum that addresses the additional BMPs needed for onsite storage and spill prevention for

If the Contractor elects to store petroleum products on site, the Contractor shall prepare an ESPCP

USE OF ALTERNATIVE AND/OR ADDITIONAL BMPS

No alternative or additional BMP's will be used on this project.

SEDIMENT STORAGE

SEDIMENT BASINS:

maintain the storage volumes for the BMP's specified in this table.

The following table summarizes the required and available sediment storage for every outfall on this project. The Contractor shall provide and

The site has a total disturbed area of 0.26 acres.

project.

erosion control plans are adequate to control sediment runoff from the disturbed areas of the outfalls locations would cause additional adverse impacts to each basin. BMP's as shown in the

Land disturbance activities associated with constructing and removing sediment basins at these

The disturbance activities consist of clearing & grubbing and general roadway construction.

Sediment basins are not used at these locations.

*Outfalls 1-2:

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51-0002

WATERSHED AS ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT

DISCHARGES INTO OR WITHIN ONE LINEAR MILE UPSTREAM OF AND WITHIN THE SAME

or 5, and the potential cause is either "NP" (nonpoint source) or "UR" (urban runoff).

4b 4a, Category within community), invertebrate macro (impaired M" "Bio and/or community) fish

(impaired F" "Bio violated, criteria for listed been has that segment stream impaired identified an of watershed the within and mile 1 within outfalls project of summary a is following The

Control Plan and implement all necessary measures to meet that allocation.

Pollution and Sedimentation Erosion, the into allocation that incorporate must Professional

Design Certified the then Segment, Stream Impaired the to discharge(s) project the to applies that allocation load waste numeric specific a establishes Plan Implementation TMDL the If *

OFFSET)

(STATION AND

AND LOCATION

OUTFALL ID #

REACH NAME

305B/303D LIST

INDICATED IN THE

SEGEMTN AS

IMPAIRED STREAM

LOCATION OF THE

(BIO F OR BIO M)

CRITERIA VIOLATED

(NP OR UR)

POTENTIAL CAUSE

(4a,4b,or 5)

CATEGORY

FOR SEDIMENT

LOAD ALLOCATION

NUMERIC WASTE

26.24' LT

STA 11+62.00,

BASIN #2

PEACHTREE CREEK

RIVER, ATLANTA

I-85 TO CHATTAHOOCHEE

BIO F UR 4a N/A

ESPCP GENERAL NOTES

valid for the duration of the project. The table shows the groups of similar outfall drainage basins.

hydrology and hydraulic studies, construction plans, geotechnical soil survey, and erosion sedimentation and pollution control plans, the Department has determined that the representative sampling scheme shown below is than 0.03, and steep if it is greater than 0.03. The soil erosion index is low if it is less than or equal to 5 and high if it is greater than 5. After evaluation of these characteristics as presented in the project's drainage area map, widening, and maintenance/safety. The disturbed area classes are less than or equal to 1 acre, greater than 1 acre to less than 2 acres, and equal to or greater than 2 acres. The average outfall slope is mild if it is equal to or less type of construction activity, the disturbed acreage, the average slope about the outfall, and the soil erosion index 0-10, 10 being the most erodible soil. The construction activity types are new road on fill, new road in cut, road

Representative sampling may be utilized on this project as explained here. The individual outfall drainage basins along the project corridor have been carefully evaluated and compared on the basis of four characteristics: the

City/County:___________________________________________________

54-ALL

56-ALL

52-ALL;

Effective January 1, 2016 sampling as stated on page 26 of permit as applicable.*

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

40.

39.

41.

42.

43.

44.

45.

46.

47.

48.

49.

50.

51.

*If using this checklist for a project that is less than 1 acre and not part of a common development but within 200 ft of a perennial stream

Y

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

N/A N

Y

N/A N

Y

(The completed Checklist must be submitted with the ES&PC Plan or the Plan will not be reviewed)

(Signature, seal and Level II number must be on each sheet pertaining to ES&PC plan or the Plan will not be reviewed)

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST

INFRASTRUCTURE CONSTRUCTION PROJECTS

Project Name Address:____________________________________________

Date on Plans:_______________________________________

Plan Included

TO BE SHOWN ON ES&PC PLAN

Page # Y/N

1.The applicable Erosion, Sedimentation and Pollution Control Plan Checklist established by the Commission as of January 1 of the year in which the land-disturbing activity was permitted.

2.Level II certification number issued by the Commission, signature and seal of the certified design professional.

3.The name and phone number of the 24-hour local contact responsible for erosion, sedimentation and pollution controls.

4.Provide the name, address and phone number of primary permittee.

5.Note total and disturbed acreage of the project or phase under construction.

6.Provide the GPS locations of the Beginning and End of the Infrastructure project. Give the Latitude and Longitude in decimal degrees.

7.Initial date of the Plan and the dates of any revisions made to the Plan including the entity who requested the revisions.

8.Description of the nature of construction activity.

9.

Identify the project receiving waters and describe all sensitive adjacent areas including streams, lakes, residential areas, wetlands, etc. which may be affected.

Design professional's certification statement and signature that the site was visited prior to development of the ES&PC

Plan as stated on page 15 of the permit.

and comprehensive system of BMPs and sampling to meet permit requirements as stated on page 15 of the permit.*

Design professional certification statement and signature that the permittee's ES&PC plan provides for representative

Clearly note the statement that "The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment storage requirements, perimeter control BMPs and sediment basins in accordance with part IV.A.5.

within 7 days after installation."*

Clearly note the statement that "Non-exempt activities shall not be conducted within the 25 or 50-foot undisturbed stream

Clearly note the statement that "Amendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic component must be certified by the design professional."*

Clearly note the statement that "Waste materials shall not be discharged to waters of the State, except as authorized by a section 404 permit."*

Clearly note statement that "The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to land disturbing activities."

Clearly note statement that "Erosion control measures will be maintained at all times. If full implementation of the approved plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source."

Clearly note the statement "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."

Any construction activity which discharges storm water into an Impaired Stream Segment, or within 1 linear mile upstream of and within the same watershed as, any portion of an Biota Impaired Stream Segment must comply with Part III. C. of the

Permit. Include the completed Appendix 1 listing all the BMPs that will be used for those areas of the site which discharge to the Impaired Stream Segment.*

If a TMDL Implementation Plan for sediment has been finalized for the Impaired Stream Segment (identified in item 21 above) at least six months prior to submittal of NOI, the ES&PC Plan must address any site-specific conditions or requirements included in the TMDL Implementation Plan.*

BMPs for concrete washdown of tools, concrete mixer chutes, hoppers and the rear of the vehicles. Washout of the drum at the construction site is prohibited.*

Provide BMPs for the remediation of all petroleum spills and leaks.

Description of the measures that will be installed during the construction process to control pollutants in storm water that will occur after construction operations have been completed.*

Description of the practices that will be used to reduce the pollutants in storm water discharges.*

Description and chart or timeline of the intended sequence of major activities which disturb soils for the major portions of the site (i.e., initial perimeter and sediment storage BMPs, clearing and grubbing activities, excavation activities, utility activities, temporary and final stabilization).

Provide complete requirements of inspections and record keeping by the primary permittee.*

Provide complete requirements of sampling frequency and reporting of sampling results.*

Provide complete details for retention of records as per Part IV.F. of the permit.*

Description of analytical methods to be used to collect and analyze the samples from each location.*

Appendix B rationale for NTU values at all outfall sampling points where applicable.*

Delineate all sampling locations, perennial and intermittent streams and other water bodies into which storm water is discharged also provide a summary chart of the justification and analysis for the representative sampling as applicable.* description of appropriate controls and measures that will be implemented at the construction site including: (1) initialA sediment storage requirements and perimeter control BMPs, (2) intermediate grading and drainage BMPs, and (3) final

BMPs. For construction sites where there will be no mass grading and the initial perimeter control BMPs, intermediate grading and drainage BMPs, and final BMPs are the same, the plan may combine all of the bmps into a single phase.*

Graphic scale and north arrow.

Existing and proposed contour lines with contour lines drawn at an interval in accordance with the following:

USGS 1": 2000' Topographical Sheets

Proposed Contours 1" : 400' Centerline Profile

Use of alternative BMPs whose performance has been documented to be equivalent to or superior to conventional BMPs as certified by a Design Professional (unless disapproved by EPD or the Georgia Soil and Water Conservation

Commission). Please refer to the Alternative BMP Guidance Document found at www.gaswcc.org.

Delineation of the applicable 25-foot or 50-foot undisturbed buffers adjacent to state waters and any additional buffers required by the Local Issuing Authority. Clearly note and delineate all areas of impact.

Delineation of on-site wetlands and all state waters located on and within 200 feet of the project site.

Delineation and acreage of contributing drainage basins on the project site.

Delineate on-site drainage and off-site watersheds using USGS 1' :2000' topographical sheets.

An estimate of the runoff coefficient or peak discharge flow of the site prior to and after construction activities are completed.

Storm-drain pipe and weir velocities with appropriate outlet protection to accommodate discharges without erosion.

Identify/Delineate all storm water discharge points.

Soil series for the project site and their delineation.

The limits of disturbance for each phase of construction.

Provide a minimum of 67 cubic yards of sediment storage per acre drained using a temporary sediment basin, retrofitted detention pond, and/or excavated inlet sediment traps for each common drainage location. Sediment storage volume must be in place prior to and during all land disturbance activities until final stabilization of the site has been achieved. A written justfication explaining the decision to use equivalent controls when a sediment basin is not attainable must be included in the plan for each common drainage location in which a sediment basin is not provided. A written justification as to why 67 cubic yards of storage is not attainable must also be given. Worksheets from the Manual must be included for structural BMPs and all calculations used by the design professional to obtain the required sediment storage when using equivalent controls. When discharging from sediment basins and impoundments, permittees are required to utilize outlet structures that withdraw water from the surface, unless infeasible. If outlet structures that withdraw water from the surface are not feasable, a written justification explaining this decision must be included in the plan.

Location of Best Management Practices that are consistent with and no less stringent than the Manual for Erosion and

Sediment Control in Georgia. Use uniform coding symbols from the Manual, Chapter 6, with legend.

Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet the guidelines set forth in the Manual for Erosion and Sediment Control in Georgia.

Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species, planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific for appropriate time of year that seeding will take place and for the appropriate geographic region of Georgia.

Y

Y

Y

Y

Y

Y

Y

Y

Y Provide vicinity map showing site's relation to surrounding areas. Include designation of specific phase, if necessary.

Design professional's certification statement and signature that the permittee's ES&PC Plan provides for an appropriate

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y54-ALL

Y

Y

Y

Y the * checklist items would be N/A.

GSWCC

10.

11.

12.

13.

14.

15.

Existing Contours

:_________________________________________________SWCD

buffers as measured from the point of wrested vegetation or within 25-feet of the coastal marshland buffer as measured from the Jurisdictional Determination Line without first acquiring the necessary variances and permits."

16.Provide a description of any buffer encroachments and indicate whether a buffer variance is required.

Use of alternative BMP for application to the Equivalent BMP List. Please refer to Appendix A-2 of the Manual for

Erosion & Sediment Control in Georgia 2016 Edition.*

54-ALL

53-0001;

51-0001

51-0002

53-0001

53-0001

53-0001

53-0001

51-0001

51-0002

51-0001

51-0003

51-0001

51-0001

51-0001

51-0001

51-0002

53-0001;54-ALL

53-0001

53-0001

REGION III

PATH 400 ALONG ADINA DRIVE

FULTON COUNTY

01-0001

01-0001

01-0001

53-0001

01-0001

01-0001

01-0001

NN/A

NN/A

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DATE:

DATE:

DATE:

DATE:

51-0003

03-28-2017

ADINA DRIVE

51-0002 Y

Sd2-P

FILTER

CURB INLET

"PIGS-IN-A-BLANKET"

GEORGIA, SIXTH EDITION, 2014

SEDIMENT CONTROL IN

MANUAL FOR EROSION AND

Ds5

Ds5

GRASSING

PERMANENT

SEE SPI-15 LINDBERGH DISTRICT

GRASS OR LIRIOPE SPICATA.

PLANTED WITH EVERGREEN GROUND COVER SUCH AS MONDO

THE AREA BETWEEN THE REQUIRED PLANTINGS SHALL BE

LIRIOPE SPICATA*

*MONDO GRASS OR

LINE CODE

LINE CODE

EROSION CONTROL DRAINAGE AREA MAP

22'

TYP.

RECONSTRUCTED CATCH BASIN

OUTFALL 2

BASIN 2

SHEET FLOW

OUTFALL 1

BASIN 1

A-6

A-4

A-1

A-2A

A-3

A-5

A-7

A-2

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

TOTAL PROJECT DISTURBED AREA = 0.26 AC

TOTAL PROJECT AREA = 0.63 AC

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

SCALE IN FEET

0 100 200

ADINA DRIVE

REVISION DATES

DATE$$$

R

E F

R

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R

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R

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R

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TIME$$$

R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PATH 400 ALONG ADINA DRIVE

CITY OF ATLANTA

LONG: 84.3633°

LAT: 33.8185°

E: 2236869.0623

N: 1389064.8187

STA 10+75.00

ADINA DRIVE

BEGIN CONSTUCTION

BEGIN PROJECT

LONG: 84.3633°

LAT: 33.8206°

E: 2236871.3749

N: 1389839.8153

STA 18+50.00

ADINA DRIVE

END CONSTUCTION

END PROJECT

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

ELEVATIONS AT ALL STAIRWAY AND WALKWAY LOCATIONS.

PROPOSED TRAIL SHALL TIE IN TO MATCH EXISTING

ELEVATIONS AT ALL STAIRWAY AMD WALKWAY LOCATIONS.

PROPOSED TRAIL SHALL TIE IN TO MATCH EXISTING

3'-9" 4'

5'

Sd2-P Sd2-P

6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

BMP LOCATION DETAILS

C. Final BMPs: N/A

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs:

2. Place construction exits.

clearing and grubbing operations.

1. Install inlet sediment traps as shown on Stage 1 plans prior to

A. Initial BMPs: Install the following BMPs prior to construction

Stage 1: Work in this stage includes clearing and grubbing and installing Initial BMPs.

E: 2236869.0623

N: 1389064.8187

STA 10+75.00

ADINA DRIVE

BEGIN CONSTUCTION

BEGIN PROJECT

SCALE IN FEET

0 40 80

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

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R

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R

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TIME$$$

R

E F

R

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R

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R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.1-0001

C CONSTRUCTION ADINA DRIVEL

A D I

N A

D R I

V E

F O

U N T

A I

N H E

A D

L

A N E

DRIVEWAY

ASPHALT

CONCRETE

S

ID

E W

A L

K

PL

PL

6" GRANITE CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

6" CONC. CURB

BROKEN GUTTER

SIGNALIZED INTERSECTION

C O

N C

S

ID

E W

A L

K

BOX

TRAFFIC SIGNAL

BMP LOCATION DETAILS

C. Final BMPs: N/A

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs:

2. Place construction exits.

clearing and grubbing operations.

1. Install inlet sediment traps as shown on Stage 1 plans prior to

A. Initial BMPs: Install the following BMPs prior to construction

Stage 1: Work in this stage includes clearing and grubbing and installing Initial BMPs.

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

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R

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R

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R

E F

R

E F

R

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R

E F

R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.1-0002

C CONSTRUCTION ADINA DRIVEL

L I

N D

B E

R G

H

I

V E

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

S T

A

IR

S

Sd2-P Sd2-P

Ds1 Ds2 Ds1 Ds2

6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALKSd2-P Sd2-P

BMP LOCATION DETAILS

1. Permanent grassing and sod

C. Final BMPs: As soon as final grade has been established in any area of the project, install the following:

3. Construct and maintain inlet sediment traps where shown on the Stage 2 plans.

2. Adjust perimeter silt fence as drainage structures are being installed.

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs: While earthwork is progressing, do the following:

A. Initial BMPs: N/A

Stage 2:

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

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R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.2-0001

C CONSTRUCTION ADINA DRIVEL

A D I

I

V E

F O

U N T

A I

N H E

A D

L

A N E

24" RCP36" RCP

42" RCP

R C P

R C P

48"

RCP

DRIVEWAY

ASPHALT

CONCRETE

S

ID

E W

A L

K

Sd2-F

Ds1 Ds2

Ds1 Ds2 Ds1 Ds2

PL

PL

6" GRANITE CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

6" CONC. CURB

BROKEN GUTTER

SIGNALIZED INTERSECTION

C O

N C

S

ID

E W

A L

K

BOX

TRAFFIC SIGNAL

Sd2-P

BMP LOCATION DETAILS

1. Permanent grassing and sod

C. Final BMPs: As soon as final grade has been established in any area of the project, install the following:

3. Construct and maintain inlet sediment traps where shown on the Stage 2 plans.

2. Adjust perimeter silt fence as drainage structures are being installed.

1. Place temporary grassing and mulch as needed.

B. Intermediate BMPs: While earthwork is progressing, do the following:

A. Initial BMPs: N/A

Stage 2:

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

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R

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R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.2-0002

C CONSTRUCTION ADINA DRIVEL

L I

N D

B E

R

I

V E

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

24"

RC

P

24" RCP

S T

A

IR

S

Ds4

6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

1. Permanent grassing and sod area of the project, install the following:

grade has been established in any

C. Final BMPs: As soon as final

B. Intermediate BMPs: N/A

A. Initial BMPs: N/A

Stage 3:

BMP LOCATION DETAILS

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

E F

R

E F

R

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R

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R

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R

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R

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R

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R

E F

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.3-0001

C CONSTRUCTION ADINA DRIVEL

A D I

I

V E

F O

U N T

A I

N H E

A D

L

A N E

24" RCP36" RCP

42" RCP

R C P

R C P

48"

RCP

DRIVEWAY

ASPHALT

CONCRETE

S

ID

E W

A L

K

Ds4 Ds4 Ds4

PL

PL

6" GRANITE CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

6" CONC. CURB

BROKEN GUTTER

SIGNALIZED INTERSECTION

C O

N C

S

ID

E W

A L

K

BOX

TRAFFIC SIGNAL

1. Permanent grassing and sod area of the project, install the following:

grade has been established in any

C. Final BMPs: As soon as final

B. Intermediate BMPs: N/A

A. Initial BMPs: N/A

Stage 3:

BMP LOCATION DETAILS

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PERMANENT EASEMENT

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

FOR CONSTRUCTION

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REVISION DATES

DATE$$$

R

E F

R

E F

R

E F

R

E F

R

E F

TIME$$$

R

E F

R

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R

E F

R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

54.3-0002

C CONSTRUCTION ADINA DRIVEL

L I

N D

B E

R

I

V E

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

24"

RC

P

24" RCP

S T

A

IR

S

EROSION DETAILS

R

E F

R

E F

R

E F

R

E F

R

E F

Design File and Plot Substitution information

TIME$$$

R

E F

R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

56-0001

R

E F

R

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R

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R

E F

R

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Design File and Plot Substitution information

TIME$$$

R

E F

R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

56-0002

R

E F

R

E F

R

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R

E F

R

E F

Design File and Plot Substitution information

TIME$$$

R

E F

R

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R

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R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

56-0003

R

E F

R

E F

R

E F

R

E F

R

E F

Design File and Plot Substitution information

TIME$$$

R

E F

R

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R

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R

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R

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R

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R

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R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

56-0004

R

E F

R

E F

R

E F

R

E F

R

E F

Design File and Plot Substitution information

TIME$$$

R

E F

R

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R

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

56-0005

PL

PL

PLPL

PL

PL

PL

NET LENGTH OF BRIDGES

NET LENGTH OF EXCEPTIONS

DATE

PLANS PREPARED BY

UNDER THE SUPERVISION OF

MILES

GRID CO-ORDINATES BASED ON THE GA. STATE PLANE

P P

T T

CONVENTIONAL SIGNS

STATE OR COUNTY LINE

CITY LIMIT LINE

PROPERTY LINE

SURVEY OR BASE LINE

EXISTING

REQUIRED

LIMIT OF ACCESS

R/W MARKERS

RIGHT OF WAY LINE

STATE OR COUNTY LINE

CITY LIMIT LINE

PROPERTY LINE

SURVEY OR BASE LINE

EXISTING

REQUIRED

LIMIT OF ACCESS

R/W MARKERS

RIGHT OF WAY LINE

FENCE

RAILROAD

POWER LINE

TELEPHONE LINE

POWER POLES

TELEPHONE OR TELEGRAPH POLES

X X

P P

T T

STATE OR COUNTY LINE

CITY LIMIT LINE

PROPERTY LINE

SURVEY OR BASE LINE

EXISTING

REQUIRED

LIMIT OF ACCESS

R/W MARKERS

RIGHT OF WAY LINE

FENCE

RAILROAD

POWER LINE

TELEPHONE LINE

POWER POLES

TELEPHONE OR TELEGRAPH POLES

LAND LOT LINE

OFFICE OF DESIGN

APPROVED:

REQD R/W & LIMIT OF ACCESS . .

LENGTH OF RIGHT OF WAY PROJECT

NET LENGTH OF RIGHT OF WAY

GROSS LENGTH OF RIGHT OF WAY

FEDERAL AID PROJECT

REVISIONS:

LOCATION AND DESIGN APPROVAL DATE:

PLANS COMPLETED DATE:

HOWARD P. COPELAND , STATE RIGHT OF WAY ADMINISTRATOR

PROJECT LOCATION

LOCATION SKETCH

PROJECT LOCATION

LIVABLE BUCKHEAD INC.

RIGHT OF WAY OF PROPOSED

PATH 400 ALONG ADINA DRIVE

CITY OF ATLANTA - FULTON COUNTY

FEDERAL ROUTE No.: N/A

STATE ROUTE No.: LINDBERGH DRIVE (SR 236)

FULTON COUNTY

THIS PROJECT IS LOCATED 100% IN FULTON COUNTY

0.00

0.00

0.00

0.00

COUNTY NO.

AND CONGRESSIONAL DISTRICT 7.

CO-ORDINATE SYSTEM OF 1984.

HORIZONTAL DATUM : NAD 1983/94 HARN

VERTICAL DATUM : NAVD 1988

NOTE: THE CO-ORDINATES LISTED ARE WEST ZONE

60-0001

PL

PL

6" GRANITE CURB6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

6" CONC. CURB

BROKEN GUTTER

SIGNALIZED INTERSECTION

C O

N C

S

ID

E W

A L

K

TS A

T

E

O G

F E

O

R

GIA

CON

S T I T

U T I

ON

J U

S T I

C E

O M

D

ER

A T

IO

N D O

M

W

IS

E: 2236869.0623

N: 1389064.8187

STA 10+75.00

ADINA DRIVE

BEGIN CONSTUCTION

BEGIN PROJECT

E: 2236871.3749

N: 1389839.8153

STA 18+50.00

ADINA DRIVE

END CONSTUCTION

END PROJECT

C CONSTRUCTION ADINA DRIVEL

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

A D I

I

V E

F O

U N T

A I

N H E

A D

L

A N E

L I

N D B E R

I

V E

PL

DATE$$$

GRWCOV

R

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R

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R

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R

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R

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R

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R

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01/26/2015 GRWCOV

DRAWING No.

0 100 200

22'

TYP.

S T

A

IR

S

BUILDING OUTLINE

BUILDING OUTLINE

BUILDING OUTLINE

IRFIRF IRFIRFX MARK IN SWX MARK IN SW

N/FN/FIRF/CAPIRF/CAP

6" GRANITE CURB

6" CONC. CURB

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

E: 2236869.0623

N: 1389064.8187

STA 10+75.00

ADINA DRIVE

BEGIN CONSTUCTION

BEGIN PROJECT

38.00' LT

STA 11+24.11

38.00' LT

STA 12+75.21

38.00' LT

STA 13+25.21

DE10017

DE10018

DE10019

REQ'D PERM. EASM'T

PARCEL 1

REQ'D TEMP. EASM'T

PARCEL 2

REQ'D TEMP. EASM'T

PARCEL 3

REQ'D TEMP. EASM'T

PARCEL 4

M A

G N

O L I

A

H O

L L

Y

H O

L L

Y

B I

R C

H

B I

R C

H

O A

K

B I

R C

H

B I

R C

H

B I

R C

H

O A

K

O A

K

O A

K

M A

P L

E

O A

K

O A

K

O A

K

SCALE IN FEET

0 40 80

S E E

S

H E E T

M A T

C H L I

N E

S T

A

2 4

GRWPLN

DATE REVISIONSDATE REVISIONS

RIGHT OF WAY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

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

LIMIT OF ACCESS

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

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

REQ'D R/W & LIMIT OF ACCESS PROJECT NO:

COUNTY: FULTON

LAND DISTRICT: 121

LAND LOT NO: 49

GMD

SH OFDATE

DRAWING No.

P.I. No.

R

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7/31/2015 GRWPLN

60-0002

C CONSTRUCTION ADINA DRIVEL

A D I

I

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F O

U N T

A I

N H E

A D

L

A N E

ELEVATIONS AT ALL STAIRWAY AMD WALKWAY LOCATIONS.

PROPOSED TRAIL SHALL TIE IN TO MATCH EXISTING

3'-9" 4'

METZGER / LINDBERG LLC

N/F

METZGER / LINDBERG LLC

N/F

REDUS ATLANTA SUBDIVISION LLC

N/F

LINDMONT APARTMENTS LP

N/F

ASSOCIATION INC

LINDMONT PROPERTY OWNERS

N/F

OWNERS ASSOCIATION INC

LINDMONT PROPOERTY

N/F

OWNERS ASSOCIATION INC

LINDMONT PROPOERTY

N/F

34.46' LT

STA 10+76.16

15.96' LT

STA 10+76.14

34.40' LT

STA 11+24.25

34.18' LT

STA 12+75.21

34.11' LT

STA 13+25.21

DE10001

DE10000 DE10002

DE10003

DE10004

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/WEXIST. R/W

PLCONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

C O

N C

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ID

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A L

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-60

E: 2236871.3749

N: 1389839.8153

STA 18+50.00

ADINA DRIVE

END CONSTUCTION

END PROJECT

38.00' LT

STA 15+40.00

33.00' LT

STA 15+55.00

36.00' LT

STA 17+25.00

33.00' LT

STA 17+25.00

32.00' LT

STA 18+02.37

36.00' LT

STA 17+90.00

DE10021

DE10020

DE10023

DE10022 DE10024

DE10025

REQ'D TEMP. EASM'T

PARCEL 1

REQ'D TEMP. EASM'T

PARCEL 4

REQ'D PERM. EASM'T

PARCEL 1

O A

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O A

K

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K

O A

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T

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O A

E E

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SCALE IN FEET

0 40 80

S E E

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H E E T

M A T

C H L I

N E

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A

3 4

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

GRWPLN

DATE REVISIONSDATE REVISIONS

RIGHT OF WAY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

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

LIMIT OF ACCESS

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

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

REQ'D R/W & LIMIT OF ACCESS PROJECT NO:

COUNTY:

LAND DISTRICT:

LAND LOT NO:

GMD

SH OFDATE

DRAWING No.

P.I. No.

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

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R

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R

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R

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7/31/2015 GRWPLN

FULTON

C CONSTRUCTION ADINA DRIVEL

L I

N D

B E

R

I

V E

CONTROL POINT #13

DESC:60DNAIL

N:1389807.900

E:2236989.513

EL.:841.38

ELEVATIONS AT ALL STAIRWAY AND WALKWAY LOCATIONS.

PROPOSED TRAIL SHALL TIE IN TO MATCH EXISTING

5'

ASSOCIATION INC

LINDMONT PROPOERTY OWNERS

N/F

LINDMONT APARTMENTS LP

N/F

METZGER / LINDBERG LLC

N/F

ASSOCIATION INC

LINDMONT PROPERTY OWNERS

N/F

33.80' LT

STA 15+47.80

26.79' LT

STA 15+54.79

26.56' LT

STA 17+17.11

30.61' LT

STA 17+48.00

30.62' LT

STA 17+43.75

22.00' LT

STA 17+91.98

14.90' LT

STA 18+26.82

30.54' LT

STA 17+98.97

22.00' LT

STA 17+48.00

45.05' LT

STA 18+26.83

45.20' LT

STA 18+13.98

41.29' LT

STA 18+13.37

DE10006

DE10005

DE10007

DE10008

DE10009

DE10010

DE10011

DE10016

DE10012

DE10014

DE10013

DE10015

E X I S

W

E X I S

W

EXIST. R/W

E X I S

W

E X I S

W

EXIST. R/W

EXIST. R/WEXIST. R/W

4 4

GRWPLN

DATE REVISIONSDATE REVISIONS

RIGHT OF WAY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

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

LIMIT OF ACCESS

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

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

REQ'D R/W & LIMIT OF ACCESS PROJECT NO:

COUNTY: FULTON

LAND DISTRICT: 121

LAND LOT NO: 49

GMD

SH OFDATE

DRAWING No.

P.I. No.

R

E F

R

E F

R

E F

R

E F

R

E F

R

E F

R

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R

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7/31/2015 GRWPLN

60-0004

SEE SHT. 2 & 3

REQD EASMT = 0.277 ACRES

REQD EASMT = 12086.05 SF

DE10000 15.96 L 10+76.14 Centerline Adina Rd

750.68 S 0°15'06.5" W

DE10015 14.90 L 18+26.82 Centerline Adina Rd

30.14 S 89°48'53.5" E

DE10014 45.05 L 18+26.83 Centerline Adina Rd

12.85 N 0°50'27.8" E

DE10013 45.20 L 18+13.98 Centerline Adina Rd

DEGREE = 381°58'18.7"

RADIUS = 15.00

LNTH CHORD = 3.95

CHORD BEAR = N 80°57'16.5" W

ARC LENGTH = 3.96

DE10012 41.29 L 18+13.37 Centerline Adina Rd

DEGREE = 266°29'31.2"

RADIUS = 21.50

LNTH CHORD = 28.80

CHORD BEAR = N 41°52'58.2" W

ARC LENGTH = 31.56

DE10011 22.00 L 17+91.98 Centerline Adina Rd

43.98 N 0°10'15.5" E

DE10010 22.00 L 17+48.00 Centerline Adina Rd

8.61 S 89°49'44.5" E

DE10009 30.61 L 17+48.00 Centerline Adina Rd

4.25 N 0°15'06.9" E

DE10008 30.62 L 17+43.75 Centerline Adina Rd

26.94 N 8°29'43.1" W

DE10007 26.56 L 17+17.11 Centerline Adina Rd

162.32 N 0°15'06.9" E

DE10006 26.79 L 15+54.79 Centerline Adina Rd

9.90 N 45°15'06.9" E

DE10005 33.80 L 15+47.80 Centerline Adina Rd

222.59 N 0°15'06.9" E

DE10004 34.11 L 13+25.21 Centerline Adina Rd

50.00 N 0°15'06.9" E

DE10003 34.18 L 12+75.21 Centerline Adina Rd

150.96 N 0°15'06.9" E

DE10002 34.40 L 11+24.25 Centerline Adina Rd

48.09 N 0°15'06.9" E

DE10001 34.46 L 10+76.16 Centerline Adina Rd

18.50 N 89°44'53.5" W

DE10000 15.96 L 10+76.14 Centerline Adina Rd

DIST BEARING

PNT OFFSET/ STATION/ ALIGNMENT

PERM_EASMT PARCEL 1 REQ'D PERM. EASM'T. DE10000

REQD EASMT AREA = 503.95 SF

DE10009 30.61 L 17+48.00 Centerline Adina Rd DE10010 22.00 L 17+48.00 Centerline Adina Rd DE10011 22.00 L 17+91.98 Centerline Adina Rd

DEGREE = 266°29'31.2"

RADIUS = 21.50

LNTH CHORD = 28.80

CHORD BEAR = S 41°52'58.2" E

ARC LENGTH = 31.56

DE10012 41.29 L 18+13.37 Centerline Adina Rd

DEGREE = 381°58'18.7"

RADIUS = 15.00

LNTH CHORD = 17.98

CHORD BEAR = N 36°34'19.9" W

ARC LENGTH = 19.27

DE10016 30.54 L 17+98.97 Centerline Adina Rd DE10009 30.61 L 17+48.00 Centerline Adina Rd

PNT OFFSET/ STATION/ ALIGNMENT

TEMP_EASMT_PARCEL 1 REQ'D TEMP. EASM'T. DE10001

SEE SHT. 3

REQD EASMT AREA = 560.40 SF

DE10017 38.00 L 11+24.11 Centerline Adina Rd

DEGREE = 31°34'04.5"

RADIUS = 181.50

LNTH CHORD = 3.61

CHORD BEAR = S 87°54'51.7" W

ARC LENGTH = 3.61

DE10002 34.40 L 11+24.25 Centerline Adina Rd DE10003 34.18 L 12+75.21 Centerline Adina Rd DE10018 38.00 L 12+75.21 Centerline Adina Rd DE10017 38.00 L 11+24.11 Centerline Adina Rd

PNT OFFSET/ STATION/ ALIGNMENT

TEMP_EASMT_PARCEL 2 REQ'D TEMP. EASM'T. DE10002

SEE SHT. 2

SEE SHT. 2

REQD EASMT AREA = 192.63 SF

DE10018 38.00 L 12+75.21 Centerline Adina Rd DE10003 34.18 L 12+75.21 Centerline Adina Rd DE10004 34.11 L 13+25.21 Centerline Adina Rd DE10019 38.00 L 13+25.21 Centerline Adina Rd DE10018 38.00 L 12+75.21 Centerline Adina Rd

PNT OFFSET/ STATION/ ALIGNMENT

TEMP_EASMT_PARCEL 3 REQ'D TEMP. EASM'T. DE10003

SEE SHT. 2 & 3

REQD EASMT AREA = 2444.75 SF

DE10019 38.00 L 13+25.21 Centerline Adina Rd DE10004 34.11 L 13+25.21 Centerline Adina Rd DE10005 33.80 L 15+47.80 Centerline Adina Rd DE10006 26.79 L 15+54.79 Centerline Adina Rd DE10007 26.56 L 17+17.11 Centerline Adina Rd DE10008 30.62 L 17+43.75 Centerline Adina Rd DE10009 30.61 L 17+48.00 Centerline Adina Rd DE10016 30.54 L 17+98.97 Centerline Adina Rd

DEGREE = 381°58'18.7"

RADIUS = 15.00

LNTH CHORD = 17.98

CHORD BEAR = S 36°34'19.9" E

ARC LENGTH = 19.27

DE10012 41.29 L 18+13.37 Centerline Adina Rd

DEGREE = 381°58'18.7"

RADIUS = 15.00

LNTH CHORD = 3.95

CHORD BEAR = S 80°57'16.5" E

ARC LENGTH = 3.96

DE10013 45.20 L 18+13.98 Centerline Adina Rd

DEGREE = 155°12'05.8"

RADIUS = 36.92

LNTH CHORD = 17.57

CHORD BEAR = N 48°30'07.8" W

ARC LENGTH = 17.75

DE10025 32.00 L 18+02.37 Centerline Adina Rd DE10024 36.00 L 17+90.00 Centerline Adina Rd DE10023 36.00 L 17+25.00 Centerline Adina Rd DE10022 33.00 L 17+25.00 Centerline Adina Rd DE10021 33.00 L 15+55.00 Centerline Adina Rd DE10020 38.00 L 15+40.00 Centerline Adina Rd DE10019 38.00 L 13+25.21 Centerline Adina Rd

PNT OFFSET/ STATION/ ALIGNMENT

TEMP_EASMT_PARCEL 4 REQ'D TEMP. EASM'T. DE10004

February 8, 2023

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

SPECIAL PROVISION

SECTION 108 - PROSECUTION AND PROGRESS

Retain Sub-Section 108.08 as written and add the following:

108.08. Failure or Delay in Completing Work on Time

D. Restrictive Work Hours

1. Failure to re-open travel lanes as specified in Special Provision Section 150.6.A will result in the assessment of liquidated damages in the amount of $1,000.00, per hour or portion thereof.

The above rates are cumulative and are in addition to any Liquidated Damages which may be assessed for failure to complete the overall project ppeters Text Box

February 8, 2023

DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

SPECIAL PROVISION

SECTION 150 – TRAFFIC CONTROL

Delete Subsection 150.6 and add the following:

150.6 Special Conditions:

A. Lane Closures

The Contractor shall not install lane closures, shoulder closures (if applicable), pace traffic or move equipment or materials that interferes with traffic on local side streets between the hours of 6:00 am to 9:00 am and 3:00 pm to 6:00 pm, Monday through Friday.

The Contractor shall coordinate all lane closures and construction access from county, city, and state roads and streets with the the City of Atlanta ppeters Text Box

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