ITB 27_013 Dunwoody Road Gap Fill Plans.pdf

LOCATION

PROJECT

ZONED:RE-1

P.B. 76, PG. 21

D.B. 56196, PG. 519

PID: 170022000100649

1185 DUNWOODY RD NE

& ANN COFER VOLLE

PAUL EDWARD VOLLE

N/F

PL

P O B

ZONED:RE-1

P.B. 76. PG.21

D.B. 60605 PG. 188

PID: 17002200010056

1165 SPALDING RD NE

BHUIYAN TASLIMA

N/F

(50' RIGHT-OF-WAY)

DUNWOODY RD

S

W

P

E

E:2241794.172'

N:1440653.082'

.0013+75STA

END PROJECT

13+41.96STA

END CONSTRUCTION

S69°46'48.4"E

S75°41'24.1"E

S77°51'04.2"E

S81°43'54.9"E

S84°33'14.9"E

S86°13'54.7"E

S86°33'03.4"E

P

P

E:2241402.068'

N:1440719.432'

.009+75STA

BEGIN PROJECT

2+43.78STA

LIMIT OF CONSTRUCTION

9+92.02

STA

DUNWOODY ROAD

2+01.70

STA

SPALDING DRIVE

9+89.06STA

BEGIN CONSTRUCTION

EX ROW

EX ROW

EX ROW (GIS)

ZONED:RE-1

P.B. 76. PG.21

D.B. 60605 PG. 188

PID: 17002200010056

1165 SPALDING RD NE

BHUIYAN TASLIMA

N/F

FEET

PLANS COMPLETED

REVISIONS

411 LF

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

SPEED DESIGN: 35 MPH

DESIGN DATA: N/A

PROJECT DESIGNATION: EXEMPT

COUNTY No.121

FULTON

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

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

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

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

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

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

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

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

5. 100% IN CONG. DIST. NO.

FULTON COUNTY AND IS

100% IN THIS PROJECT IS

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

T6026-2

Project No.

BY:

PLANS PREPARED

department of public works city of sandy springs

PROJECT NO. T6026-2

LOCATION SKETCH

SIDEWALK GAP FILL IMPROVEMENTS

1165 SPALDING DR & 1185 DUNWOODY RD NE

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

CONSTRUCTION ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE

https://library.municode.com/ga/sandy_springs/codes/technical_manuals http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE

CONSTRUCTION THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

N/A

411 LF

N/A

411 LF

DUNWOODY RD

GEORGIA

SANDY SPRINGS

SANDY SPRINGS

CITY OF

CITY LIMITS DUNWOODY

CITY OF

EX ROW

E X

R O

W

E X

R O

W

G I S

E X

R O

W

G I S

11/05/2020 mfrias

9/15/2026 GPLOT-ORD

gplotborder-ORD-PO.tbl

DUNWOODY_1 SERIES.dgn

CONCOV

PROJECT NO.

DRAWING No.

CONCOV-CE

20 80

SCALE IN FEET

0 40

T6026-2

0001 - 01

Tel 678.224.9730 | GFTInc.com Suite 350, Atlanta, GA 30328

5901-C Peachtree Dunwoody Rd

9/16/2026

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

CITY-26-33

Nicole Brown

DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

EROSION CONTROL DETAILS 56-0001 - 56-0002

BMP LOCATION DETAILS54-0001

EROSION CONTROL LEGEND AND UNIFORM CODE SHEET52-0001 - 52-0007

SPECIAL CONSTRUCTION DETAIL 38-0001

TREE PROTECTION PLAN29-0001 - 29-0002

SIGNING AND MARKING PLANS 26-0001

UTILITY PLANS24-000A - 24-0001

CROSS SECTIONS23-0001 - 23-0002

DRIVEWAY PROFILES17-0001

CONSTRUCTION PLAN13-0001

QUANTITIES REQUIRED BY CONSTRUCTION 08-0001

QUANTITIES REQUIRED BY AMMENDMENT07-0001

SUMMARY OF QUANTITIES06-0001

TYPICAL SECTIONS05-0001

GENERAL NOTES04-0001 - 04-0002

REVISION SUMMARY03-0001

INDEX02-0001

COVER01-0001

GEORGIA

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/17/2026 mfrias

GPLOT-ORD

gplotborder-ORD-PO.tbl

DUNWOODY_2 SERIES.dgn

8:38:59 AM

GPLN-CE

02-0001

CITY OF SANDY SPRINGS

1165 SPALDING DR SIDEWALK

1185 DUNWOOD RD AND

T6026-2

SHEET INDEX

Tel 678.224.9730 | GFTInc.com Suite 350, Atlanta, GA 30328

5901-C Peachtree Dunwoody Rd

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

DRAWING NO. DESCRIPTION REVISION DATE REVISION DATEDESCRIPTIONDRAWING NO.

GEORGIA

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_3 SERIES.dgn

2:49:34 PM

03-0001

DUNWOODY RD NE SIDEWALK

1165 SPALDING DR & 1185

REVISON SUMMARY

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

3. THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF HIS WORK.

AND ARE NOT COVERED AS SPECIFIC ITEMS IN THE DETAILED ESTIMATE ARE TO BE REMOVED OR

NEWLY INSTALLED POSITION. ALL UTILITY FACILITIES WHICH ARE IN CONFLICT WITH CONSTRUCTION

MEANS ANY UTILITY THAT EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED, OR

CONTRACTOR OF HIS RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES"

SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS WILL NOT RELIEVE THE

NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS

2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON HIGHWAY PLANS AND ARE NOT

CURRENT EDITION, AS WELL AS GDOT STANDARDS AS A BACKUP SOURCE.

1. ALL WORK TO BE DONE IN ACCORDANCE WITH CITY OF SANDY SPRINGS TECHNICAL MANUAL AND CODE, GENERAL NOTES

COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY

DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC

DAMAGED OR REMOVED OR RE-GRADED AS REQUIRED BY THE ENGINEER EXCEPT FOR THOSE

REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN

ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT IS NOT LIMITED TO,

17. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT

REFER TO SECTION 161 OF THE STANDARD SPECIFICATIONS.

NOT PERMIT GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED BY THE ENGINEER.

AFTER THE SLOPES ARE ESTABLISHED IN ORDER TO REDUCE EROSION. IF THE SEASON DOES

16. ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY

BE 8" THICKNESS.

15. ALL CONCRETE SIDEWALKS AND WHEELCHAIR RAMPS LOCATED IN THE RADIUS RETURN SHALL

UNLESS DIRECTED BY THE ENGINEER.

AND EASEMENT LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION, SHALL NOT BE DISTURBED

14. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY

SIDEWALK LONGITUDINAL SLOPE SHALL NOT EXCEED THE ADJACENT ROADWAY LONGITUDINAL SLOPE.

TO EXISTING DRIVEWAYS. IF THE ADJACENT ROADWAY LONGITUDINAL SLOPE EXCEEDS 5.00%,

ENSURE SIDEWALK LONGITUDINAL SLOPE DOES NOT EXCEED 5.00% WHERE SIDEWALK TIES

DIRECTED BY THE ENGINEER. IF A HANDICAP RAMP IS NOT INDICATED IN THE PLANS,

CURB OR IS BISECTED BY DRIVEWAYS, IF NECESSARY. TYPE OF RAMP MAY BE MODIFIED AS

13. HANDICAP RAMPS SHALL BE CONSTRUCTED AT ALL POINTS WHERE SIDEWALK TERMINATES AT

DIRECTED BY THE ENGINEER.

WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" CURRENT EDITION AND/OR AS

CONSTRUCTION. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE

BARRICADES, CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING

CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS,

12. PRICE BID FOR TRAFFIC CONTROL-LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO,

SEQUENCE OF OPERATIONS IN REGARDS TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.

STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND

11. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLES 104.05 & 107.07 OF THE

PROPERLY STRIPED.

DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE ALLOWED ON ANY PAVEMENT NOT

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION OR AS

THE TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE

LINES TO THE SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT CONFUSE

PATTERN BEING USED ON CONSTRUCTION, THE CONTRACTOR SHALL REMOVE OR OVERLAY

10. WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC

CONCRETE PAVEMENT.

INCLUDED IN PRICE BID FOR OTHER CONTRACT ITEMS. EXCEPT WHEN SAWING P.C.C.

REMOVAL TO A NEAT LINE. THE COST FOR SAWED JOINTS, WHEN REQUIRED, SHALL BE

JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT

WITHOUT AN OVERLAY OR WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A

9. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT

CLEARING AND EARTHWORK

(770)-730-5600TRAFFIC CONTROLCITY OF SANDY SPRINGS

(404)904-1202WATERCITY OF ATLANTA(COA)

(478)697-5783FIBER OPTICSGOOGLE FIBER GEORGIA LLC

JSALLEN@SOUTHERNCO.COMELECTRIC DISTRIBUTIONGEORGIA POWER COMPANY

(404)612-9456WATERFULTON COUNTY SEWER

WATERDEKALB COUNTY WATER

SEWERDEKALB COUNTY SEWER

TRAFFICDEKALB COUNTYITS TRAFFIC

(770)833-1014COMMUNICATIONSCOMCAST

FUELCOLONIAL PIPELINE

(404)584-4126GASATLANTA GAS LIGHT

TELECOMMUNICATIONSAT&T

CONTACT INFORMATIONSERVICEUTILITY OWNER

IN THE PRICE FOR GRADING COMPLETE.

PLANS TO BE REMOVED OR AS DIRECTED BY THE ENGINEER. COST FOR REMOVAL SHALL BE INCLUDED

8. ALL EXISTING PIPES AND DRAINAGE STRUCTURES SHALL BE RETAINED UNLESS OTHERWISE NOTED ON

PLANS FOR LOCATIONS AND DESCRIPTIONS OF MONUMENTS USED.

7. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE CONSTRUCTION

THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR

RELIES ON THE AREA SHOWN ON THE PLANS. THE ESTIMATED TOTAL AREA FOR GRASSING IS 0.03 ACRES.

AREA TO BE GRASSED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA COMPENSATION IF THE CONTRACTOR

GRASSING COMPLETE. LUMP SUM. AND IT SHALL BE HIS RESPONSIBILITY TO DETERMINE THE ACTUAL

SANDY SPRINGS ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR SHALL BID ON

5. THE TOTAL AREA SHOWN ON THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. THE CITY OF

FOR DUST CONTROL SHALL BE INCLUDED IN PRICE BID FOR GRADING COMPLETE.

TO DUST FORMATION MUST BE PERIODICALLY WATERED. SUFFICIENT TO RETARD DUST. ALL COSTS

4. THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED

GEORGIA

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_4 SERIES.dgn

2:50:46 PM

04-0001

1165 SPALDING DR & 1185

GENERAL NOTES

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

THE DRIVES SHALL BE PAVED AS FOLLOWS:

SUCH AS TO LOCATION, WIDTH AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. WHERE REQUIRED

THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE ENGINEER PRIOR TO MAKING ANY REVISIONS

OF EXISTING DRIVEWAYS WHERE THEY ARE NOT IN CONFLICT WITH THE RULES AND REGULATIONS.

THE CONTRACTORS SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION

THE DRIVEWAY LOCATIONS INDICATED ON THE PLANS ARE FROM THE BEST AVAILABLE DATA.

IN GRADE SHALL BE CONSTRUCTED WITH CONCRETE, UNLESS DIRECTED BY THE ENGINEER.

SURFACE COURSE FOR EARTH, UNLESS DIRECTED BY THE ENGINEER. DRIVEWAY PROFILES OVER 11%

REPLACED, IN KIND, I.E., ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE, AND ASPHALT

TRANSPORTATION RIGHTS-OF-WAY. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE

IN ACCORDANCE WITH RULES AND REGULATIONS FOR CONTROL AND PROTECTION OF DEPARTMENT OF

24. ALL DRIVEWAYS, WHERE ACCESS IS ALLOWED, SHALL BE PLACED AS DIRECTED BY THE ENGINEER

THIS WORK SHALL BE PAID FOR UNDER PAY ITEM 210-0100 GRADING COMPLETE.

23. TRIM ALL TREE LIMBS TO PROVIDE A MINIMUM OF 10' CLEARANCE ABOVE THE SIDEWALK.

MINIMUM OF 48 INCHES OF COVER.

22. UNLESS OTHERWISE SPECIFIED OR DIRECTED BY THE INSPECTOR, ALL WATER LINES SHALL HAVE A

REQUIREMENT SHALL BE INCLUDED IN THE BID ITEM COST FOR NO. 700-9300 - SOD.

FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT. THE TOTAL COST OF THIS

BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR ZOYSIA, ETC. NO SEPARATE PAYMENT WILL BE MADE

ANY TYPE OF GRASS OR SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E.

21. TYPE OF SOD USED ON THIS PROJECT, UNLESS OTHERWISE SHOWN, WILL BE REQUIRED TO MATCH

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. GAR100002.

AS DEFINED UNDER "CONSTRUCTION ACTIVITIES" IN THE STATE OF GEORGIA NATIONAL POLLUTANT

FILLING OF LAND, OR OTHER SIMILAR ACTIVITIES WHICH MAY RESULT IN SOIL EROSION,

THE DISTURBED AREA IS THE AREA ASSOCIATED WITH CLEARING, GRADING, EXCAVATING,

TOTAL AREA IS THE TOTAL AREA OF THE RIGHT OF WAY AND EASEMENTS, AND

AREA OF 0.56 ACRES AND THE EXPECTED DISTURBED AREA OF IS 0.14 ACRES. THE

REQUIRED FOR THIS PROJECT. THIS PROJECT HAS A TOTALNOT20. A NOTICE OF INTENT (NOI) IS

BY THE ENGINEER.

DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION OR AS DIRECTED

AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL

19. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES

WATERWAYS AND MAINTAIN WATER QUALITY.

CORPS OF ENGINEERS RULES AND REGULATIONS CONCERNING CONSTRUCTION ADJACENT TO

AND SEDIMENT CONTROL BY G.S.W.C.C. THE CONTRACTOR SHALL OBTAIN AND ABIDE BY ALL

GDOT STANDARD SPECIFICATION REGARDING EROSION CONTROL AND THE MANUAL FOR EROSION

SHALL BE PLACED ACCORDING TO THE PLANS AND AS DIRECTED BY THE ENGINEER. SEE THE

IMMEDIATELY AFTER DRAINAGE STRUCTURES ARE IN PLACE. ALL EROSION CONTROL DEVICES

FENCE THAT IS NOT SATISFACTORY. EROSION CONTROL CHECK DAMS SHALL BE PLACED

RESPONSIBILITY TO MAINTAIN ALL SILT FENCES AND TO REPAIR OR REPLACE ANY SILT

SHALL BE DONE UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR'S

18. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING

CONSTRUCTION.

WIRING AND SET ASIDE FOR THE PROPERTY OWNER TO RECONNECT UPON COMPLETION OF

AND THE PROPERTY OWNER. CONTRACTOR TO ENSURE NOT TO DAMAGE DECORATIVE LIGHTING OR

26. DECORATIVE LIGHTING OR WIRING CONFLICTS WILL BE COORDINATED BETWEEN SANDY SPRINGS

MONUMENT MAILBOX RELOCATIONS.

25. CONTRACTOR TO COORDINATE WITH PROPERTY OWNER AND FOLLOW USPS GUIDELINES FOR

OF PAVEMENT TO PROVIDE A SMOOTH EDGE.

ALL DRIVEWAYS WILL BE CONSTRUCTED TO THE TIE-DOWN. CONTRACTOR IS TO SAWCUT THE EDGE

- 4" CONCRETE DRIVEWAY

- 6" CONCRETE VALLEY GUTTER

RESIDENTIAL

CONCRETE DRIVES:

SHIFTS. MAXIMUM SPACING EQUALS THE DESIGN SPEED LIMIT FOR THE TAPER.

11. REFLECTORIZED DRUMS SHALL BE PROVIDED FOR CHANNELIZATION OF TRAFFIC IN ALL TRAFFIC

INTERFERE WITH SIGHT DISTANCE ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

10. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS TO NOT

9. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES.

IS GRANTED BY THE DEPARTMENT OF PUBLIC WORKS.

A MINIMUM OF 2 FEET (0.6 M) FROM THE EDGE OF THE TRAVEL LANES UNLESS PRIOR APPROVAL

8. ALL REFLECTORIZED PLASTIC DRUMS AND TEMPORARY CONCRETE BARRIERS SHALL BE PLACED

ADJACENT TO TRAVEL LANES. TYPE I AND TYPE II BARRICADES AND CONES SHALL NOT BE USED.

7. ONLY REFLECTORIZED PLASTIC DRUMS AND TEMPORARY CONCRETE BARRIERS SHALL BE USED

BY THE CONTRACTOR BY GRINDING OR PAVING OVER. "BLACK OUT" PAINT IS PROHIBITED.

6. EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH TRAFFIC SHIFTS SHALL BE OBLITERATED

RELATED TRAFFIC CONTROL DEVICES.

PERIODIC CLEANING OF EXISTING SIGNS, BARRELS, AND OTHER CONSTRUCTION

CONSTRUCTION. MAINTENANCE INCLUDES REPLACING DAMAGED AND STOLEN SIGNS, AND

5. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT

PROPERTY LINES.

4. IN RESIDENTIAL AREAS SIGNS SHALL BE LOCATED ON, OR AS CLOSE AS POSSIBLE TO,

PANELS. PLYWOOD SIGN PANELS ARE PROHIBITED.

3. ALL TEMPORARY SIGNS SHALL HAVE HIGH INTENSITY REFLECTORIZED SHEETING ON METAL SIGN

CONTROL DEVICES, AND STANDARD HIGHWAY SIGNS, (LATEST EDITIONS).

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC

PRICE BID FOR TRAFFIC CONTROL, LUMP SUM.

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE

MAINTENANCE OF TRAFFIC

GEORGIA

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/17/2026 mfrias

GPLOT-ORD

DUNWOODY_4 SERIES.dgn

8:38:12 AM

04-0002

T6026-4

1165 SPALDING DR & 1185

GENERAL NOTES

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

EXST

STA 9+89.06 - 13+41.96

N.T.S

EAST BOUND SIDEWALK

TYPICAL SECTION

DUNWOODY ROAD GAP FILL

DUNWOODY ROAD¡

EXST

STRIP*

VARIABLE LANDSCAPE

BUFFER

1'SIDEWALK

B

A

TYP

2:1

C

VARIABLE SHOULDER

EXISTING

SODD

EXISTING PAVEMENT TO BE RETAINEDC

CLASS B CONC. BASE OR PAVEMENT WIDENING (SEE NOTE)B2

GR AGGR BASE CRS, INCL MATL (6")B1

CONCRETE CURB AND GUTTER , 6" X 24", TP2 (GA STD. 9032B)B

CONCRETE SIDEWALK, 4 INA

REQUIRED PAVEMENT

(MAX)

2.00%

B1

NOTE)

(SEE

B2**

POSITIVE DRAINAGE.

& GUTTER AND THE EXISTING PAVEMENT. CONTRACTOR TO ENSURE

CONSISTENT AND THERE ARE GAPS BETWEEN THE PROPOSED CURB

IN CASES WHERE THE SAW CUT OF EXISTING PAVEMENT IS NOT

**CLASS B CONCRETE WILL BE USED, AS DIRECTED BY THE ENGINEER,

*LANDSCAPE STRIP WIDTH VARIES SEE PLAN FOR DETAILS

THROUGHT THE PROJECT AND SUJECT TO ENGINEERS APPROVAL.

PAVEMENT COLOR. ALL TINTING SHALL BE CONSISTENT

BE TINTED TO CLOSELY MATCH THE ADJACENT ASPHALT

AND APPROVED CONCRETE PLANT. THE CONCRETE SHALL

NOTE: CONTRACTOR SHALL OBTAIN TINTED CONCRETE FROM

VARIABLE

9' - 13.25'

EXST

STA 2+00 - 2+43.78

N.T.S

EAST BOUND SIDEWALK

TYPICAL SECTION

DUNWOODY ROAD GAP FILL

SPALDING DRIVE¡

EXST

TRAVEL LANE

EXISTING

VARIABLE

SIDEWALK

6' MAX

STRIP*

VARIABLE LANDSCAPE

BUFFER

1'SIDEWALK

B

A

TYP

2:1

C

VARIABLE SHOULDER

EXISTING

(MAX)

2.00%

B1

NOTE)

(SEE

B2**

VARIABLE

9' - 13.25'

TRAVEL LANE

EXISTING

VARIABLE

TRAVEL LANE

EXISTING

VARIABLE

TRAVEL LANE

EXISTING

VARIABLE

SIDEWALK

VARIABLE

SAWCUT

SAWCUT

SOD

SOD

GEORGIA

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_05 SERIES.dgn

2:48:29 PM

05-0001

TYPICAL SECTIONS

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/17/2026 mfrias

GPLOT-ORD

DUNWOODY_6 SERIES.dgn

10:11:02 AM

06-0001

SUMMARY OF QUANTITIES

Suite 350, Atlanta, GA 30328

5901-C Peachtree Dunwoody Rd

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

DESCRIPTIONDATE UNIT

QUANTITY

AMENDMENT

BY

REQUIRED

QUANTITY

ORIGINAL

QUANTITIES REQUIRED BY AMENDMENT

NUMBER

AMENDMENT

DATE

AMENDMENT

NO.

ITEM

XX-XX-XX XXX-XXXX XX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XX-XX-XX

X

SANDY SPRINGS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_7 SERIES dgn.dgn

2:53:57 PM

1185 DUNWOODY RD AND

QUANTITIES (AMENDMENT)

07-0001

PROJECT ID

T6026-2

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

QUANTITIES REQUIRED ON CONSTRUCTION

ORIGINAL

XXX

DESCRIPTIONDATE UNIT

PREVIOUS

NO.

ITEM

QUANTITY

CONSTRUCTION

REQUIRED ON

XX-XX-XX XXX-XXXX XX XXX XXX

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_8 SERIES.dgn

2:54:52 PM

1185 DUNWOODY RD AND

QUANTITIES (CONSTRUCTION)

08-0001

PROJECT ID

T6026-2

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

SEE 29-0002 FOR DETAILS

TREE PROTECTION FENCING

REPLACED

TO BE REMOVED AND

CITY LIMIT SIGN"

EXISTING "DUNWOODY

GDOT TYPE D RAMP

�AND PROPOSED

EXISTING

TP 1 CONC CURB & GUTTER

FULTON COUNTY

TO ENSURE POSITIVE DRAINAGE

WIDENNG CONTRACTOR

EXTENTS OF CLASS B

25'R

EXISTING UTILITY POLE

DO NOT DISTURB

GDOT TYPE B RAMP

12" DIAMETER

EXISTING UTILITY POLE

DO NOT DISTURB

EXISTING MAILBOX

DO NOT DISTURB

DEMOLISHED AND REPLACED IN KIND

EXISTING DRIVEWAY TO BE

SURVEY LIMITS

5'R

EXISTING UTILITY POLE

DO NOT DISTURB

TO BE ADJUSTED TO GRADE

EXISTING UTILITY MANHOLE

OFF: 10.94' RT

STA: 10+07.47

BEGIN CLASS B WIDENING

OFF: 11.77' RT

STA: 2+43.78

EXISTING EOP

TIE TO

OFF: 13.77' RT

STA: 2+43.78

CURB AND GUTTER

TIE TO EXISTNG

OFF: 16.47' RT

STA: 2+43.78

GRASS STRIP

TIE TO EXISTNG

OFF: 21.35' RT

STA: 2+43.78

AND BEGIN SIDEWALK

TIE TO EXISTNG

OFF: 5.58' RT

STA: 10+50.64

END CLASS B WIDENING (SEE 38-0001)

OFF: 11.61' RT

STA: 11+53.75

CONCRETE DRIVEWAY 1

(SEE 38-0001)

OFF: 11.43' RT

STA: 12+90.86

15.5' WIDE

CONCRETE DRIVEWAY 2

WITH BACK OF CURB

SIDEWALK TO BE FLUSH

OFF: 11.13' RT

STA: 13+41.96

TIE TO EXISTNG EOP

OFF: 13.13' RT

STA: 13+41.96

CURB AND GUTTER

TIE TO EXISTNG

OFF: 18.13' RT

STA: 13+41.96

SIDEWALK

TIE TO EXISTNG

TO BE ADJSUTED TO GRADE

EXISTING WATER METER

LL 23

LL 378

OFF: 11.61' RT

STA: 11+39.33

BEGIN DRIVEWAY

OFF: 11.61' RT

STA: 11+69.03

END DRIVEWAY

OFF: 11.61' RT

STA: 13+02.46

END DRIVEWAY

OFF: 11.61' RT

STA: 12+77.46

BEGIN DRIVEWAY

.2

.5

EX ROW

EX ROW

EX ROW (GIS)

N/F

BHUIYAN TASLIMA

1165 SPALDING RD NE

PID: 17002200010056

D.B. 60605 PG. 188

P.B. 76. PG.21

ZONED:RE-1

N/F

PAUL EDWARD VOLLE

& ANN COFER VOLLE

1185 DUNWOODY RD NE

PID: 170022000100649

D.B. 56196, PG. 519

P.B. 76, PG. 21

ZONED:RE-1

DUNWOODY CIT

Y LIMIT

LOCATION CD

D3#

1032.

EL:

22417

84.18

E:

14406 37.28

N:

STOPSPALDING DR

LOCATION CD

D2#

1046.

EL:

22413

82.95

E:

14407 08.84

N:

GEORGIA

SANDY SPRINGS

(50' RIGHT-OF-WAY)

DUNWOODY RD

S

W

2+65.78

POE

2+00 E:2241794.172' N:1440653.082'

.0013+75STA

END PROJECT

13+41.96STA

END CONSTRUCTION

E:2241402.068' N:1440719.432'

.009+75STA

BEGIN PROJECT

2+43.78STA

LIMIT OF CONSTRUCTION

9+92.02STA

DUNWOODY ROAD

2+01.70STA

SPALDING DRIVE

9+89.06STA

BEGIN CONSTRUCTION

S69°46'48.4"E

S75°41'24.1"E S77°51'04.2"E S81°43'54.9"E S84°33'14.9"E

S86°13'54 .7"E

S86°33'0 3.4"E

P

P

15 60

SCALE IN FEET

0 30

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT ID

11/05/2020

REVISION DATES

9/17/2026 mfrias

GPLOT-ORD

DUNWOODY_13 SERIES.dgn

10:37:47 AM

0001 - 13

1165 SPALDING DR & 1185

CONSTRUCTION PLAN

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

Tel 678.224.9730 | GFTInc.com Suite 350, Atlanta, GA 30328

5901-C Peachtree Dunwoody Rd

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

E X

R O

W

E X

R O

W

0+00 0+10 0+20 0+30

1040 1040

P V I

L

.3

-8.3300%

2.0000% -0.8036% -1.8845%

P V

I

P V

I

P V

I

P V

I

DRIVEWAY 1

STA 11+53.75

TIE TO EXISTING

0+00 0+10 0+20

1030 1030 1

.2

5.00' VC

K = 0.28

P V

I

P V

I

P V

I

-8.33%

-1.45

-19.08%

P V

I

P V

C

P V

T

DRIVEWAY 2

STA 12+90.86

TIE TO EXISTING

1" = 2.5'

VERTICAL

1" = 5'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/15/2026 mfrias

GPLOT-ORD

DUNWOODY_17 SERIES.dgn

8:39:03 AM

17-0001

DRIVEWAY PROFILES

DUNWOODY RD NE SIDEWALK

1165 SPALDING DR & 1185

PROJECT ID

T6026-2

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

10+25.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

2.00% 2:1

10+50.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

1.95% 2:1

10+75.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

1.95%

11+00.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

2.00%

11+25.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

2.00%

11+50.00

-10 0 10 20 30 40 50

1040 1040

1050 1050

11+75.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

1050 1050

2.00%2.00%

12+00.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

1050 1050

2.00%

12+25.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

1050 1050

2.00%

12+50.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

2.00%

12+75.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

2.00%

13+00.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

1.98%

13+25.00

-10 0 10 20 30 40 50

1030 1030

1040 1040

2.00% 2:1

13+50.00

-10 0 10 20 30 40 50

1020 1020

1030 1030

1040 1040

GEORGIA

SANDY SPRINGS

WIDENING

CLASS "B"

WIDENING

CLASS "B"

WIDENING

CLASS "B"

E X

R O

W E

X R

O W

E X

R O

W E

X R

O W

E X

R O

W E

X R

O W

E X

R O

W E

X R

O W

E X

R O

W

E X

R O

W E

X R

O W

E X

R O

W

E X

R O

W

SEE SHEET 17-0001

DRIVEWAY 1

EXISITING SIDEWALK

EXISITING SIDEWALK

13+75.00

-10 0 10 20 30 40 50

1020 1020

1030 1030

1040 1040

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_23 SERIES.dgn

3:50:14 PM

1" = 20'

HORIZONTAL

1" = 20'

VERTICAL

CITY OF SANDY SPRINGS

DUNWOODY RD NE SIDEWALK

1165 SPALDING DR & 1185

EARTHWORK CROSS SECTIONS

23-0001

PROJECT ID

T6026-2

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

2+25.00

-50 -40 -30 -20 -10 0 10

1040 1040

1050 1050

2.00%

2+50.00

-50 -40 -30 -20 -10 0 10

1040 1040

1050 1050

GEORGIA

SANDY SPRINGS

E X

R O

W E

X R

O W

E X

R O

W

EXISITING SIDEWALK

EXISITING SIDEWALK

2+65.78

-50 -40 -30 -20 -10 0 10

1040 1040

1050 1050

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/14/2026 mfrias

GPLOT-ORD

DUNWOODY_23 SERIES.dgn

3:52:48 PM

PROJECT ID

1" = 20'

VERTICAL

1" = 20'

HORIZONTAL

CITY OF SANDY SPRINGS

DUNWOODY RD NE SIDEWALK

1165 SPALDING DR & 1185

EARTHWORK CROSS SECTIONS

23-0002

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

GENERAL NOTES:

UTILITY SUMMARY:

NOTED ON THE PLANS.

(4) ALL FIRE HYDRANT CONNECTION MATERIAL SIZES AND TYPES ARE UNKNOWN UNLESS OTHERWISE

(3) ALL UNDERGROUND TELEPHONE LINES ARE DIRECT-BURIED UNLESS OTHERWISE NOTED.

IN THIS SUE PROJECT.

IRRIGATION/SPRINKLER, AND OTHER PRIVATELY OWNED UTILITY LINES WERE NOT INCLUDED

(2) EMPTY CONDUITS, OVERHEAD COMMERCIAL LIGHTING, TRAFFIC CONTROL SENSORS IN PAVING, RECORD PLANS.

(1) WHERE INDICATED, UTILITY PIPE SIZE AND MATERIAL ARE BASED ON VISUAL EVIDENCE OR

SUE INVESTIGATION DESCRIPTION:

BY GEORGIA POWER COMPANY UNLESS OTHERWISE NOTED ON THE PLANS. (ROF)

NOTE: ALL ELECTRIC DISTRIBUTION LINES FOUND WITHIN THE LOS ARE OWNED

GEORGIA POWER COMPANY (GPC) - ELECTRIC DISTRIBUTION

ARE OWNED BY ATLANTA GAS LIGHT UNLESS OTHERWISE NOTED ON THE PLANS. (ROF)

NOTE: ALL NATURAL GAS LINES FOUND WITHIN THE LOS

ATLANTA GAS LIGHT (AGL) - NATURAL GAS

BY DEKALB COUNTY UNLESS OTHERWISE NOTED ON THE PLANS. (ROF)

NOTE: ALL SEWER LINES FOUND WITHIN THE LOSARE OWNED

DEKALB COUNTY(DC) - SEWER

BY AMERICAN TELEPHONE & TELEGRAPH UNLESS OTHERWISE NOTED ON THE PLANS. (RNA)

NOTE: ALL TELECOMMUNICATION LINES FOUND WITHIN THE LOS ARE OWNED

AMERICAN TELEPHONE & TELEGRAPH (ATT) - TELECOMMUNICATIONS DISTRIBUTION

THAT ARE OWNED BY GOOGLE FIBER INC ARE NOTED ON THE PLANS. (ROF)

NOTE: ALL TELECOMMUNICATION DISTRIBUTION LINES FOUND WITHIN THE LOS

GOOGLE FIBER INC (GF) - TELECOMMUNICATIONS DISTRIBUTION

BY CITY OF SANDY SPRINGS UNLESS OTHERWISE NOTED ON THE PLANS. (RNA)

NOTE: ALL TRAFFIC CONTROL LINES FOUND WITHIN THE LOS ARE OWNED

CITY OF SANDY SPRINGS (COS) - TRAFFIC CONTROL

BY COMCAST UNLESS OTHERWISE NOTED ON THE PLANS. (RNA)

NOTE: ALL TELEVISION LINES FOUND WITHIN THE LOS ARE OWNED

COMCAST (COM) - TELEVISION

BY THE CITY OF ATLANTA UNLESS OTHERWISE NOTED ON THE PLANS. (ROF)

NOTE: ALL WATER LINES FOUND WITHIN THE LOS ARE OWNED

CITY OF ATLANTA (COA) - WATER

NO FACILITIES WITHIN THE LOS OF THIS PROJECT. (RNA)

NOTE: COLONIAL PIPELINE REPORTED TO HAVE

COLONIAL PIPELINE (CP)-NATURAL GAS

BY DEKALB COUNTY UNLESS OTHERWISE NOTED ON THE PLANS. (RNA)

NOTE: ALL ITS TRAFFIC LINES FOUND WITHIN THE LOS ARE OWNED

DEKALB COUNTY (DC) - ITS TRAFFIC

BY DEKALB COUNTY ARE NOTED IN THE PLANS. (RNA)

NOTE: ALL WATER LINES FOUND WITHIN THE LOS THAT ARE OWNED

DEKALB COUNTY (DC) - WATER

BY FULTON COUNTY ARE NOTED IN THE PLANS. (RNA)

NOTE: ALL SEWER LINES FOUND WITHIN THE LOS THAT ARE OWNED

FULTON COUNTY (FC) - SEWER

GEROGIA

SANDY SPRINGS

(RNA) = RECORDS NOT AVAILABLE

(ROF) = RECORDS ON FILE

OWNER LISTED AND ARE SHOWN ON THE PLANS HEREON.

WITHIN THE LOS AT THE TIME OF THE SUE INVESTIGATION ARE NOTED OR EACH UTILITY

VICINITY OF THIS PROJECT AT THE TIME OF THE SUE INVESTIGATION. UTILITIES FOUND

ALL THE FOLLOWING UTILITY OWNERS WERE REPORTED TO HAVE FACILITIES WITHIN THE

AND DATED 04/20/26.

FROM A TOPOGRAPHIC / MAPPING SURVEY AND CONTROL PACKAGE PROVIDED BY PLATINUM GEOMATICS

ALL OTHER EXISTING TOPOGRAPHIC FEATURES DEPICTED HEREON HAVE BEEN REFERENCED

INCLUDED IN THIS INVESTIGATION AND SHOULD BE CONSIDERED AS FROM RECORD DRAWING ONLY.

THE PLANS. UTILITIES THAT HAVE BEEN INSTALLED AFTER THE DATE ABOVE HAVE NOT BEEN

INVESTIGATED AND THE METHOD OF DETERMINING THEIR LOCATION IS INDICATED AS SHOWN IN

INVESTIGATION. THE PRESENCE OF THESE UTILITY FACILITIES HAS BEEN THOROUGHLY

OVERHEAD AND UNDERGROUND FACILITIES SHOWN HEREON WERE INCLUDED IN THIS SUE

AND COMPLETED BY PLATINUM GEOMATICS ON 04/27/26 FOR THIS PROJECT. THE EXISTING

A QL-B OVERHEAD/SUBSURFACE UTILITY ENGINEERING INVESTIGATION (SUE) WAS PERFORMED

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/15/2026 mfrias

GPLOT-ORD

DUNWOODY_24A SERIES.dgn

9:35:39 AM

24-000A

T6026-2

UTILITY PLANS

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

09/18/2026

##"W(C)

##"W

##"W

##"W(B)

##"W(C)

##"W

##"W(B)

##"W(C)

##"W

##"W

##"W(B)

##"W(C)

##"W

##"W(B)

GEROGIA

SANDY SPRINGS

UNDERGROUND

OVERHEAD

EXISTING TO BE REMOVED

UTILITY LINECODES

TYPE OF UTILITYPROPOSED EXISTING PROPOSED TEMPORARY

UTILITY SYMBOLS

EXISTING PROPOSED TEMPORARY

(UTILITY IMPACT ANALYSIS (UIA) ONLY)

CONFLICT LOCATION

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.

TELEPHONE PAIR SIZE TELEPHONE CABLE DIAMETER

101 - 2400

0.50 TO 2.00 IN5 - 100

UP TO 3.50 IN

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

TELEPHONE PAIR SIZE TABLE

QUALITY LEVELS AND DEFINITIONS

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

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)

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)

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

TELECOMMUNICATIONS/CABLE TV

COMBINED SANITARY SEWER WITH FLOW DIRECTION

POLE ID123

A01

TH

QUALITY LEVEL (QL) DELINEATION

SANITARY SEWER MANHOLE (SSMH) ID

EOI

END OF INFORMATION

TEST HOLE (QL-A ONLY)

C123

UTILITY INVESTIGATION

LIMITS OF OVERHEAD AND SUBSURFACE

(UTILITY IMPACT ANALYSIS (UIA) ONLY)

CONFLICT LOCATION

MISCELLANEOUS

TRANSFORMER

SPLICE BOX

PHONE BOOTH

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

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

GAS TEST STATION

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

TRANSMISSION TOWER

ELECTRIC HAND HOLE

ELECTRIC YARD LIGHT POLE

SATELLITE DISH

GAS YARD LIGHT POLE

TELECOMMUNICATIONS HANDHOLE

CABLE TV HANDHOLE

VENT

LIGHT POLE

GAS VALVE MARKER

PETROLEUM VALVE MARKER

(aka "SLICK")

SUBCRIBER LOOP CARRIER

VALVE MARKER

SANITARY SEWER FORCE MAIN

CABLE TV CABINET

TELECOMMUNICATIONS CABINET

TRAFFIC CONTROL CABINET

TRAFFIC CONTROL HANDHOLE/PULLBOX

ELECTRIC LINE MARKER U/G

GAS LINE MARKER U/G

WATER LINE MARKER U/G

CABLE TV LINE MARKER U/G

TELECOMMUNICATIONS LINE MARKER U/G

PETROLEUM LINE MARKER U/G

SANITARY SEWER FORCE MAIN LINE MARKER U/G

ABBREVIATIONS LEGEND

ASBESTOS CONCRETE PIPE

ABANDONED ACCORDING TO UTILITY RECORDS

AIR RELEASE VALVE

ABANDONED

CONDUIT

DUCTILE IRON PIPE

CAST IRON PIPE

FIBER OPTIC

ACP

FO

AATUR

ARV

COND

ABAND.

DIP

CIP

GALV

FDC

GALVANIZED PIPE

FIRE DEPARTMENT CONNECTION

HP

MP

HDPE

NURIA NO UTILITY RECORD INFORMATION AVAILABLE

HIGH PRESSURE

MEDIUM PRESSURE

HIGH DENSITY POLYETHYLENE

POLYETHYLENE PIPE

POLYVINYL CHLORIDE PIPE

STR STRAND

TEL TELECOMMUNICATIONS

PE

RCP

PVC

PAIR

REINFORCED CONCRETE PIPE

PL PLASTIC PIPE

STL STEEL PIPE

PR

OVHD OVERHEAD

SVC SERVICE, UNKNOWN SIZE/TYPE

UNK UNKNOWN

DIA DIAMETER

CORRUGGATED METAL PIPECMP

DIRECT BURIED CABLEDBC

UG UNDERGROUND

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.

TELEPHONE PAIR SIZE TELEPHONE CABLE DIAMETER

101 - 2400

0.50 TO 2.00 IN5 - 100

UP TO 3.50 IN

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

TELEPHONE PAIR SIZE TABLE

QUALITY LEVELS AND DEFINITIONS

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

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)

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)

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

TELECOMMUNICATIONS/CABLE TV

COMBINED SANITARY SEWER WITH FLOW DIRECTION

POLE ID123

A01

TH

QUALITY LEVEL (QL) DELINEATION

SANITARY SEWER MANHOLE (SSMH) ID

EOI

END OF INFORMATION

TEST HOLE (QL-A ONLY)

C123

UTILITY INVESTIGATION

LIMITS OF OVERHEAD AND SUBSURFACE

(UTILITY IMPACT ANALYSIS (UIA) ONLY)

CONFLICT LOCATION

MISCELLANEOUS

TRANSFORMER

SPLICE BOX

PHONE BOOTH

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

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

GAS TEST STATION

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

TRANSMISSION TOWER

ELECTRIC HAND HOLE

ELECTRIC YARD LIGHT POLE

SATELLITE DISH

GAS YARD LIGHT POLE

TELECOMMUNICATIONS HANDHOLE

CABLE TV HANDHOLE

VENT

LIGHT POLE

GAS VALVE MARKER

PETROLEUM VALVE MARKER

(aka "SLICK")

SUBCRIBER LOOP CARRIER

VALVE MARKER

SANITARY SEWER FORCE MAIN

CABLE TV CABINET

TELECOMMUNICATIONS CABINET

TRAFFIC CONTROL CABINET

TRAFFIC CONTROL HANDHOLE/PULLBOX

ELECTRIC LINE MARKER U/G

GAS LINE MARKER U/G

WATER LINE MARKER U/G

CABLE TV LINE MARKER U/G

TELECOMMUNICATIONS LINE MARKER U/G

PETROLEUM LINE MARKER U/G

SANITARY SEWER FORCE MAIN LINE MARKER U/G

ABBREVIATIONS LEGEND

ASBESTOS CONCRETE PIPE

ABANDONED ACCORDING TO UTILITY RECORDS

AIR RELEASE VALVE

ABANDONED

CONDUIT

DUCTILE IRON PIPE

CAST IRON PIPE

FIBER OPTIC

ACP

FO

AATUR

ARV

COND

ABAND.

DIP

CIP

GALV

FDC

GALVANIZED PIPE

FIRE DEPARTMENT CONNECTION

HP

MP

HDPE

NURIA NO UTILITY RECORD INFORMATION AVAILABLE

HIGH PRESSURE

MEDIUM PRESSURE

HIGH DENSITY POLYETHYLENE

POLYETHYLENE PIPE

POLYVINYL CHLORIDE PIPE

STR STRAND

TEL TELECOMMUNICATIONS

PE

RCP

PVC

PAIR

REINFORCED CONCRETE PIPE

PLA PLASTIC PIPE

STL STEEL PIPE

PR

OVHD OVERHEAD

SVC SERVICE, UNKNOWN SIZE/TYPE

UNK UNKNOWN

DIA DIAMETER

CORRUGGATED METAL PIPECMP

DIRECT BURIED CABLEDBC

UG UNDERGROUND

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/15/2026 mfrias

GPLOT-ORD

DUNWOODY_24B SERIES.dgn

9:29:38 AM

24-000B

UTILITY PLANS

T6026-2

Tel 678.224.9730 | GFTInc.com

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS.