WATER’S EDGE

STA.58+30.00, 17’RT

MATCH EXIST. PVMT.

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

MILES

DATE

DEPARTMENT OF TRANSPORTATION

PLANS COMPLETED 09-29-2021

REVISIONS

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

PREPARED BY:

TRAFFIC A.D.T.:

TRAFFIC A.D.T.:

DIRECTIONAL DIST:

SPEED DESIGN:

24 HR.TRUCKS %:

ROCKBRIDGE ROAD BRIDGE REPLACEMENT

OVER LAKE CAPRI

LOCATION SKETCH

CHIEF ENGINEER

DESIGN

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

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

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

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

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

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

FUNCTIONAL CLASS:

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

01-

ROCKDALE COUNTY

LOCATION

PROJECT R

O C

K B

R I

D G E

R D

INTERSTATE

DR

E

VORG NOINU

EKAL

Y A

W A

K C

O

K A

L

R D

IRPAC

CAPRI

LAKE

LOCAL MAINTENANCE AND IMPROVEMENT GRANT

PROJECT NO. ROCK 20514

EXIT 75

TRAFFIC D.H.V.:

% TRUCKS:

2,212 (2019)

2,970 (2039)

5.0%

35 MPH

223 (2019)

100% IN CONG. DIST. NO. 4.

ROCKDALE COUNTY AND IS

THIS PROJECT IS 100% IN

ROCK20514

Project No.

COUNTY No. 247

0.009

0.129

0.129

0.000

0.129

DESIGN DATA:

51/49

1.0%

25’ OPEN WATER BUFFER

25’ OPEN WATER BUFFER

L A

C

P

I

I

V E

ROCKBRIDGE RD.ROCKBRIDGE RD.

C A P R I

C

O V E

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GRWCOV

CONCOV

DRAWING No.

60 120 240

SCALE IN FEET

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

P L

P L

P L

P L

PL

PL

PL

PL

PL

PL

PL

PL

ESA OW1

ESA OW1

50’X36’

PROPOSED BRIDGE

S T

A

B E

G I

N

B R I

D G E

S T

A

E N

D

B R I

D G E

E:2329418.9034

N:1352239.2551

STA 59+75.00

END PROJECT

STA 59+00.00

END CONSTRUCTION

E:2329384.9175

N:1351339.8971

ROCKBRIDGE ROAD

STA 50+50.00

BEGIN PROJECT

STA 50+96.00

BEGIN CONSTRUCTION

B. MARK HANSON P.E.

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

DESCRIPTIONDESCRIPTION

INDEX

02-

DRAWING NO. DRAWING NO.

A-1 DRIVEWAYS WITH TAPERED ENTRANCES CONCRETE VALLEY GUTTERS (07-2011)

D-7 BERM DITCHES, SIDE DITCHES, SURFACE DITCHES (07-1980)

P-7 PAVEMENT EDGE TREATMENT ASPHALT AND CONCRETE PAVEMENT (11-2011)

T-03A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL (07-2002)

T-05A DETAILS OF REGULATORY SIGNS (SHEET 1 OF 2) (01-2003)

T-05C DETAILS OF WARNING SIGNS (01-2000)

T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY (09-2016)

T-15A DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY (09-2016)

T-15C DETAILS OF RAISED PAVEMENT MARKERS (09-2011)

9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY (03-2006)

9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS (03-2006)

9037 TYPICAL FILL DETAIL AT END OF BRIDGE (09-1999)

9032B CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (01-2021)

9029B PERFORATED UNDERDRAIN (08-1983)

4961 DETAILS OF PRECAST TEMPORARY BARRIER (09-2006)

4960 CONCRETE BARRIER - TEMPORARY (END TREATMENT OPTIONS) (05-2007)

4384 TYPE 12 31 INCH GUARDRAIL HEIGHT (01-2016)

4383 GUARDRAIL ANCHORAGE TYPE I 31 INCH GUARDRAIL HEIGHT (08-2011)

4382 GUARDRAIL CONNECTION AT BRIDGE END OR AT CONCRETE BARRIER END FOR 31 INCH HIGH GUARDRAIL (01-2016)

4381 POST AND OFFSET BLOCKS FOR "W" (01-2016)

4380 "W" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT (01-2016)

4360 REFLECTORIZED GUARDRAIL WASHERS AND ANCHORAGE NOSE STRIPING (10-2014)

4000W GUARDRAIL WARRANT GUIDES (01-2016)

3054 END POST AND END POST GUARDRAIL ATTACHMENT DETAIL (09-2002)

1122-3 SAFETY END SECTION (METAL) (FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE) (SHEET 3 OF 3) (01-2005)

1122-2 SAFETY END SECTION (METAL) (FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE) (SHEET 2 OF 3) (01-2005)

1122-1 SAFETY END SECTION (METAL) (FOR SIDE DRAIN PIPE-OR STORM DRAIN PIPE PARALLEL TO MAINLINE) (SHEET 1 OF 3) (01-2005)

1120 FLARED END SECTIONS FOR PIPES (06-2006)

4390 "W" BEAM GUARDRAIL TRANSITION 27 INCH GUARDRAIL TO 31 INCH GUARDRAIL EHIGHT (01-2016)

9030C DELINEATORS & OBJECT MARKERS AND ALTERNATE POST (04-2006)

ROADWAY) 31 INCH GUARDRAIL HEIGHT (01-2016)

4388 GUARDRAIL LOCATION DETAILS FOR UNDIVIDED HIGHWAYS AND ROADS (WITH SHOULDERS ADJACENT TO THE

4385 "T" BEAM GUARDRAIL CONNECTION TO 31 INCH HEIGHT "W" BEAM (08-2011)

9017J CONCRETE SPILLWAYS ADJACENT TO APPROACH SLABS (02-1995)

9017R REINFORCED CONCRETE APPROACH SLAB WITH ASPHALT INLAY (09-2002)

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

REVISION DATES

10/5/2021

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GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

770.263.5945 Duluth, Georgia 30096

LAKE CAPRI DRIVE

01-0001

02-0001

03-0001

09-0001

15-0001

21-0001

COVER SHEET

INDEX SHEET

REVISION SUMMARY

GENERAL NOTES

TYPICAL SECTIONS

MAINLINE PLAN

MAINLINE PROFILE

DRAINAGE AREA MAP

DRAINAGE PROFILES

CROSS-SECTIONS

UTILITY PLANS

SIGNING AND MARKING PLANS

BRIDGE PLANS

13-0001 TO 13-0002

24-0000 TO 24-0002

26-0001 TO 26-0002

23-0001 TO 23-0005

04-0001 TO 04-0004

06-0001 TO 06-0003

52-0001 TO 52-0007

54-0001 TO 54-0002 BMP LOCATION DETAILS

EROSION CONTROL LEGEND AND NOTES

CONSTRUCTION DETAILS

40-0001

40-0002

40-0003

40-0004

40-0005

40-0006

40-0007

40-0008

40-0009

GEORGIA STANDARDS

GEORGIA STANDARDS (CONTINUED)

41-0001

41-0002

41-0003

41-0004

41-0005

41-0006

41-0007

41-0008

41-0009

41-0010

41-0011

41-0012

41-0013

41-0014

41-0015

41-0016

41-0017

41-0018

41-0019

41-0020

41-0021

41-0022

41-0023

41-0024

52-0001

52-0002

52-0003

52-0004

52-0005

52-0006

52-0007

56-0001

56-0003

56-0004

56-0005

56-0006

56-0008

56-0009

56-0010

56-0011

D-19 TEMPORARY PIPE SLOPE DRAIN WITH DRAIN INLET (02-2000)

D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4) (01-2011)

D-24B TEMPORARY SILT FENCE BERM DITCH INSTALLATION, BRUSH BARRIER (SHEET 2 OF 4) (01-2011)

D-24C TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) (01-2011)

D-24D TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4) (07-2015)

D-42 INLET SEDIMENT TRAPS (05-2008)

D-55A RIPRAP OUTLET PROTECTION (SHEET 1 OF 2) (04-2016)

D-55B RIPRAP OUTLET PROTECTION (SHEET 2 OF 2) (04-2016)

EC-L1 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 1 OF 7) (03-2017)

EC-L2 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 2 OF 7) (11-2018)

EC-L3 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 3 OF 7) (03-2017)

EC-L4 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 4 OF 7) (03-2017)

EC-L5 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 5 OF 7) (03-2017)

EC-L6 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 6 OF 7) (11-2018)

EC-L7 EROSION CONTROL LEGEND AND UNIFORM CODE SHEET (SHEET 7 OF 7) (03-2017)

BMP LOCATION DETAILS54-0001 TO 54-0002

41-0025

D-41 SD CONSTRUCTION EXIT (11-2020)

05-0001

22-0001 TO 22-0002

35-0001 TO 35-0010

44-000A TO 44-0002 UTILITY RELOCATION PLANS

SUMMARY QUANTITIES

PAY ITEM INDEX

GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND DETAILS CAN BE DOWNLOADED AT:

REVISION

REVISION SUMMARY

03-

DRAWING NO.DATE DATE DRAWING NO. REVISION

REVISION DATES

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DATE:

DATE:

DATE:

DATE:

P.I. No.

BRIDGE REPLACEMENT

LAKE CAPRI DRIVE

20514

770.263.5945

Duluth, Georgia 30096

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

RELOCATED OR NEWLY INSTALLED POSITION.

UTILITY FACILITIES" MEANS ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELIEVE THE CONTRACTOR OF THEIR RESPONSABILITY UNDER THE REQUIREMENT. "EXISTING

SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT

NECESSARILY ACCUTATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES

1. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT

PROJECT GENERAL NOTES

GENERAL NOTES

04-0001

DRIVEWAY REPLACEMENT DATA

DOCUMENTS FOR SPECIFIC TIME RESTRICTION FOR LANE CLOSURES.

RESIDENCIES IS PROVIDED AT ALL TIMES. REFER TO THE CONTRACT

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ACCESS TO THE

INCLUDED IN THE LUMP SUM COST FOR GRADING COMPLETE

FLOWABLE FILL WITH ENGINEERS APPROVAL. THE COST FOR SUCH WORK SHALL BE

EXISTING PIPES TO BE REMOVED MAY BE LEFT IN PLACE AND FILLED WITH

10. ALL EXISTING PIPES ARE TO REMAIN UNLESS NOTED OTHERWISE ON PLANS.

9. ALL DRIVEWAYS CONSTRUCTED 90° TO CENTERLINE UNLESS OTHERWISE NOTED.

AT ALL TIMES WITHIN THE PROJECT LIMITS

8. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED

7. NO SUE INVESTIGATION WAS CONDUCTED FOR THIS PROJECT.

DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE PLANS.

6. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES

LAKE CAPRI

BRIDGE REPLACEMENT

UTILITY OWNER SERVICE

ATLANTA GAS LIGHT NATURAL GAS

AT&T TELECOMMUNICATIONS

COMCAST TELECOMMUNICATIONS

SNAPPING SHOALS EMC POWER

THE PROPOSED STORM DRAIN.

5. CONTRACTOR SHALL LOCATE AND CONFIRM WATER MAIN ELEVATION PRIOR INSTALATION OF

770-385-2856

SNAPPY SHOALS EMC

CONTACT: BEN BISHOP - ENGINEERING SERVICES FOREMAN

4. DE-ENERGIZING OF POWER LINES MUST BE REQUESTED BY THE CONTRACTOR.

3. COORDINATION WITH UTILITY OWNERS PRIOR CONSTRUCTION IS REQUIRED FOR THIS PROJECT.

21. ANY REQUIRED SHORING WILL BE INCLUDED IN THE PRICE FOR GRADING COMPLETE.

20. AN N.O.1. IS NOT REQUIRED FOR THIS PROJECT.

19. THE TOTAL DOSTURBED AREA FOR THIS PROJECT IS 0.91 AC.

DESCRIPTIONS OF MONUMENTS USED.

18. HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE PLANS FOR LOCATIONS AND

DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL.

17. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND

CLAIMS WILL BE CONSIDERED FOR COMPENSATION IF THE CONTRACTOR RELIES ON THE AREA SHOWN ON THE PLANS.

COMPLETE LUMP SUM AND IT SHALL BE HIS RESPONSIBILITY TO DETERMINE THE ACTUAL AREA TO BE GRASSED. NO

ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE CONTRACTOR SHALL BID AS GRASSING

16. THE TOTAL AREA SHOWN IN THE PLANS FOR GRASSING IS FOR INFORMATION ONLY. ROCKDALE COUNTY

INCLUDED IN THE PRICE BID FOR GRADING COMPLETE - LUMP SUM.

CONSTRUCTION LIMITS UNLESS DIRECTED BY THE ENGINEER. COST FOR CLEARING AND GRUBBING SHALL BE

ON THE QUANTITY SHOWN ON THE PLANS. CLEARING AND GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL

TO BE GRADED. NO CLAIMS WILL BE CONSIDERED FOR EXTRA COMPENSATION IF THE CONTRACTOR RELIES

- LUMP SUM AND IT SHALL BE HIS RESPONSIBILITY TO DETERMINE THE ACTUAL EARTHWORK QUANTITY

ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY, THE CONTRACTOR SHALL BID ON GRADING COMPLETE

15. THE TOTAL EARTHWORK QUANTITY SHOWN ON THE PLANS ARE FOR INFORMATION ONLY. ROCKDALE COUNTY

BE INCLUDED IN PRICE BID FOR GRADING COMPLETE - LUMP SUM.

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

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

INFORMATION CAN BE FOUND AT THE GAUPC.COM WEBSITE.

SUB-SECTION 105.06 OF THE GADOT STANDARD SPECIFICATION "COOPERATION WITH UTILITIES." MORE

COORDINATING THE MARKING OF UNDERGROUND UTILITIES. THE CONTRACTOR’S ATTENTION IS CALLED TO

REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER: 811 OR 1-800-282-7411, FOR THE PURPOSE OF

13. UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE

APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION.

SPECIFICATIONS CONSTRUCTION OF TRANSPORTATION SYSTEMS, 2021 EDITION, AND SUPPLEMENTS THERETO, AS

12. ALL WORK TO BE DONE IN ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION OF GEORGIA STANDARD

WATERROCKDALE WATER RESOURCES

CONCRETE VALLEY GUTTER, 6 IN.

CONCRETE - DRIVEWAY CONCRETE, 6" THICK,(URBAN SHOULDER)

- 6" GRADED AGGREGATE BASE

ASPHALTIC - ASPHALTIC CONCRETE 9.5 mm SUPERPAVE (137.5 lb/sy)

RESIDENTIAL DRIVES

DRIVES TO BE CONSTRUCTED. WHERE REQUIRED, THE DRIVES SHALL BE PAVED AS FOLLOWS:

THE ENGINEER PRIOR TO MAKING ANY REVISIONS SUCH AS TO LOCATION, WIDTH, AND/OR NUMBER OF

IN CONFLICT WITH THE RULES AND REGULATIONS. THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF

NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS WHERE THEY ARE NOT

INDICATED ON THE PLANS ARE FROM THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL CONSTRUCT

AGGREGATE SURFACE COURSE WILL BE USED OTHERWISE. THE DRIVEWAY LOCATIONS

ASPHALT, CONCRETE FOR CONCRETE. FOR EARTH DRIVES, ASPHALT PAVING WILL BE REQUIRED.

DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE REPLACED IN KIND, I.E., ASPHALT FOR

ACCORDANCE WITH RULES AND REGULATIONS FOR CONTROL AND PROTECTION OF DOT RIGHTS OF WAY. ALL

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

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PROJECT GENERAL NOTES

GENERAL NOTES

04-0002

SUBGRADE.

DRAINAGE AGGREGATE SHALL BE PLACED AS DIRECTED BY THE ENGINEER TO AID IN DE WATERING THE

28. WHERE WET SUBGRADE IS ENCOUNTERED AND WHERE IDENTIFIED BY THE ENGINEER, UNDERDRAIN PIPE WITH

ZOYSIA ETC. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E. BERMUDA SOD FOR BERMUDA SOD, ZOYSIA FOR

27. TYPE OF GRASS OR SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE OF GRASS OR SOD WHICH

THE PRICE BID FOR OTHER CONTRACT ITEMS.

26. CONSTRUCTION LAYOUT WILL BE REQUIRED BY THE CONTRACTOR. ALL COST FOR THIS ITEM WILL BE INCLUDED IN

CONSTRUCTION ADJACENT TO WATERWAYS AND MAINTAIN WATER QUALITY.

CONTRACTOR SHALL OBTAIN AND ABIDE BY ALL CORPS OF ENGINEERS RULES AND REGULATIONS CONCERNING

G.S.W.C.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WETLAND AREAS FREE FROM SILTATION. THE

SPECIFICATIONS REGARDING EROSION CONTROL AND THE MANUAL FOR EROSION AND SEDIMENT CONTROL BY

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

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

SILT FENCES AND TO REPAIR OR REPLACE ANY SILT FENCE THAT IS NOT SATISFACTORY. EROSION CONTROL GATES

UNTIL SILT FENCE INSTALLATION IS COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN ALL

25. ALL SILT FENCES MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE

INSTALLED IF DEEMED NECESSARY BY ONSITE INSPECTION OR AS DIRECTED BY THE ENGINEER.

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

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

SPECIFICATIONS.

MULCH SHALL BE USED AS DIRECTED BY THE ENGINEER. REFER TO SECTION 161 OF THE STANDARD

ARE ESTABLISHED IN ORDER TO REDUCE EROSION. IF THE SEASON DOES NOT PERMIT GRASSING, TEMPORARY

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

TO MAINTENANCE OF TRAFFIC DURING CONSTRUCTION..

SPECIFICATIONS AND THE SPECIAL PROVISIONS FOR TRAFFIC CONTROL AND SEQUENCE OF OPERATIONS IN REGARDS

22. THE CONTRACTOR’S ATTENTION IS DIRECTED TO ARTICLES 104.05 AND 107.07 OF THE GADOT STANDARD

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

IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, OR AS DIRECTED

SUCH THAT THE LINES DO NOT CONFUSE THE TRAVELING PUBLIC. ALL REMAINING LINES OR MARKINGS SHALL BE

CONSTRUCTION, THE CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE SATISFACTION OF THE ENGINEER

21. WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC PATTERN BEING USED ON

SHALL BE INCLUDED IN PRICE BID FOR OTHER CONTRACT ITEMS, EXCEPT WHEN SAWING P.C.C CONCRETE PAVEMENT.

THE ENGINEER TO ENSURE A PAVEMENT REMOVAL TO A NEAT LINE. THE COST FOR SAWED JOINTS, WHEN REQUIRED, WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE SAWED ON A LINE ESTABLISHED BY

20. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT AN OVERLAY OR

WITH THIS REQUIREMENT.

PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY

19. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS REGARDING

LAKE CAPRI

BRIDGE REPLACEMENT

30. ALL SIDEWALKS, CROSS WALKS, AND RAMPS SHALL MEET ADA STANDARD G.D.O.T. DETAILS.

EDITION AND/OR AS DIRECTED BY THE ENGINEER.

PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES LATEST

DEVICES ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION. ALL TEMPORARY SIGNING AND

MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, BARRICADES, CHANNELIZING

29. PRICE BID FOR TRAFFIC CONTROL - LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO CONSTRUCTION, BRIDGE CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO ROCKDALE COUNTY.

SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING

34. THERE IS NO SUITABLE PLACE TO BURY EXISTING BRIDGE AND/OR CONSTRUCTION DEBRIS WITHIN THE PROJECT’S LIMITS. THE CONTRACTOR

EXCISTING / BRIDGE CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE DEPARTMENT.

THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN IN GA. SPECIFICATION 201 TO DISPOSE OF

33. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING BRIDGE / CONSTRUCTION DEBRIS WITHIN THE PROJECT’S LIMITS.

SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

IN EITHER A PERMITTED SOLID WASTE FACITLITY, A PERMITTED INERT WASTE LANDFILL OR IN AN ENGINEERED FILL.

OCCURING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED

32. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES

THE CORNER RADII OF THE INTERSECTION WHICH SHALL BE 8-INCH THICK INSIDE THE LIMITS OF THE RADIUS RETURNS.

31. ALL SIDEWALKS SHALL BE 4-INCH THICK CONCRETE EXCEPT FOR SIDEWALKS, INCLUDING HANDICAP RAMPS, WITHIN

770.263.5945 Duluth, Georgia 30096

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GENERAL NOTES

04-0003

GENERAL NOTES - STANDARD SIGNS

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

� INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE �

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x � INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

OF 7 FEET ABOVE THE SIDEWALK.

SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY. IF

3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN

OR ARE CONTRARY TO THESE SIGN PLANS.

ENGINEER, BE REQUIRED TO REMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED

17. THE CONTRACTOR WILL, AS REQUESTED BY THE DISTRICT TRAFFIC OPERATIONS

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL�INCH DIAMETER HOLE(S), DRILLED OR

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES

WITHIN AN ASSEMBLY.

12. A � INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE

SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP

11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING

BE USED FOR ALL WARNING SIGNS.

10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP

LAKE CAPRI

BRIDGE REPLACEMENT

770.263.5945 Duluth, Georgia 30096

Benjamin.Hanson

GPLOT-V8

RK20514_04-0003.dgn

8:55:40 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

Benjamin.Hanson

GPLOT-V8

RK20514_04-0004.dgn

8:55:41 AM

GPLN7/31/2015

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

GENERAL NOTES

04-0004 770.263.5945

Duluth, Georgia 30096

BRIDGE REPLACEMENT

LAKE CAPRI

1. THIS PROJECT IS EXEMPT FROM MS4 POST CONSTRUCTION BMP REQUIREMENTS.

TYPICAL SECTIONS

05-

GADOT

PAULDING

PONTIACGADOT

PAULDING

PONTIAC

GADOT

PAULDING

PONTIAC

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_05-0001.dgn

8:55:46 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

000105-

CLASS "B" CONCRETE BASE OR WIDENING DETAIL

COURSE

SURFACE

AREA

EXCAV.

WIDTH

CLASS "B" CONCRETE BASE OR PAVEMENT WIDENING

Item Code 500-9999 - Cu. Yds.

NO SCALE

0.0 < WIDTHS < 5.0

CLASS "B" CONCRETE

6" MIN.

See plans for details of curb and gutter construction.

place base and paving as specified on the typical section.

In excavated areas greater than 5’ in width, the Contractor shall made under "Class B Concrete Base and Pavement Widening".

of the base and paving specified by the typical section. Payment will be that are 5’ or less in width, Class "B" concrete shall be placed in lieu

In excavated areas between the existing paving and new curb and gutterB

A

C

D

E

RECYCLED ASPH CONC 9.5 MM, TP. 11, GP 2 ONLY, INCL BITUM MATL & H LIME (137.5 LB/SY)

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)

RECYCLED ASPH CONC 25 MM SUPERPAVE. GP 1 OR 2, INCL BITUM MATL & H LIME (440 LB/SY)

10" GRADED AGGREGATE BASE COURSE, INCL MATL (10 IN)

ROCK EMBANKMENT

F

G

MILL & OVERLAY, VARIABLE DEPTH

CLASS B PAVEMENT WIDENING

G

LAKE

2%

2:

MAX

2%

L

6% 2%

10’-0"10’-0" 6’-0"

2:1 MAXLAKE

A

3’-6"

TRAVEL LANE TRAVEL LANE GRASS SHLDR.

GUARDRAIL

WITH

SHOULDER SHOULDER

GRADE

PROFILE

1:

MAX

E

GRADE

EXISTING

GRADE

EXISTING

8’-0"

2’-6"

C & G

5’-0"

SIDEWALK

F

G

1’ TO 2’-0"

VARIES

SHLDR

PAVED

0’ TO 2’-0"

VARIES

C

LAKE

2%

2:

MAX

2%

6% 2%

10’-0"10’-0" 6’-0"

2:1 MAXLAKE

A

B

C

D

3’-6" 3’-6"

TRAVEL LANE TRAVEL LANE GRASS SHLDR.

GUARDRAIL

WITH

SHOULDER

GUARDRAIL

WITH

SHOULDER SHOULDER

GRADE

PROFILE

SHLDR.

PAVED

2’-0"

1:1 MAX

1:

MAX

E E

GRADE

EXISTING

GRADE

EXISTING

8’-0"

2’-6"

C & G

5’-0"

SIDEWALK

CL

TYPICAL SECTION #2

STA 51+70.00 TO STA 58+00.00

(NOT TO SCALE)

ROCKBRIDGE ROAD

TYPICAL SECTION #1

STA 51+02.00 TO STA 51+70.00

(NOT TO SCALE)

MILL AND OVERLAY

ROCKBRIDGE ROAD

LAKE

2%2%

L

6% 2%

10’-0"10’-0" 6’-0"

2:1 MAX

A

3’-6"

TRAVEL LANE TRAVEL LANE GRASS SHLDR.SHOULDER

GRADE

PROFILE

GRADE

EXISTING

GRADE

EXISTING

8’-0"

2’-6"

C & G

5’-0"

SIDEWALK

F

G

1’ TO 2’-0"

VARIES

SHLDR

PAVED

0’ TO 2’-0"

VARIES

C

TYPICAL SECTION #3

STA 58+00.00 TO STA 58+25.00

(NOT TO SCALE)

MILL AND OVERLAY

ROCKBRIDGE ROAD

SHOULDER

H

H SAFETY EDGE TREATMENT (SEE CONST. DETAIL P-7)

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-0001

REVISION DATES

10/6/2021

Benjamin.Hanson

GPLOT-V8

RK20514_06-0001.dgn

9:24:07 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

06-0002

REVISION DATES

10/6/2021

Araceli.Orozco

GPLOT-V8

RK20514_06-0002.dgn

8:53:06 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

06-0003

SUMMARY OF QUANTITIES

603-7000 1662 SY PLASTIC FILTER FABRIC

603-2024 1662 SY STN DUMPED RIP RAP, TP 1, 24 IN

540-1101 LUMP LS REMOVAL OF EXISTING BR, STA NO - 54+52

533-0010 169 SY BRIDGE DECK WATERPROOFING MEMBRANE, METHOD A

523-1100 2 EA DYNAMIC PILE TEST

520-4147 1 EA LOAD TEST, STEEL H, HP 14 X 73 (IF REQD)

520-1147 220 LF PILING IN PLACE, STEEL H, HP 14 X 73

520-0573 12 EA H-PILE POINTS, HP 14 X 73

511-3000 LUMP LS SUPERSTR REINF STEEL, BR NO - 1 (2833)

511-1000 6794 LB BAR REINF STEEL

507-1024 578 LF PSC CORED SLAB BEAMS, 24 IN, BR NO - 1

500-3101 54 CY CLASS A CONCRETE

500-1006 LUMP LS SUPERSTR CONCRETE, CL AA, BR NO - 1 (24)

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_06-0003.dgn

1:44:46 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

RIVER BEND RD AT SR 3

WHITFIELD COUNTY

09-0001

DETAILED ESTIMATEREVISION DATES

10/5/2021

Araceli.Orozco

GPLOT-V8

RK20514_09-0001.DGN

3:45:26 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

EXIST R/W

EXIST R/W

EXIST R/W

E X I S T

R

W

E X I S T

R

W

EXIST R/W

PL

P LP L

PL

18 DPM

N

L

S T R I C T

50.00’ RT

53+72.38

40.99’ RT

53+89.62

ENTRY

RIGHT OF

OF

LIMITS

13-

CONSTRUCTION PLAN

ESA OW1

OP

EN

W

AT

ER

B

UF

FE

R

FENCE

BARRIER

4’ ORANGE

A-1.A

N/F KIM JACKSON GILMORE

TAX PARCEL # 019007053

DB 3392 PG 245

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

N/F ARTHEA MURPHY

TAX PARCEL # 0190050035

DB 3873 PG 130

N/F WILLIE DAVIS

TAX PARCEL # 0190050036

DB 6413 PG 998

PB C PG 18

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

C A P R I

C

O V E

ROCKBRIDGE ROAD

P

E:2329384.9175

N:1351339.8971

ROCKBRIDGE ROAD

STA 50+50.00

BEGIN PROJECT

5’CONC SIDEWALK

CONST CL

16’

16’

STA.53+53.13, 16’RT

TP-12A ANCHOR

BEGIN GUARDRAIL TP-W

BEGIN NC, LT & RT

STA.51+70.00

BEGIN FULL DEPTH PVMT.

END MILLING & INLAY

25’R

30" CONC. C&G

SHLDR.

2’ PAVED

5’CONC S/W

WCR

TP-D

STA 50+96.00

BEGIN CONSTRUCTION

DOMES, W/O CURB

INCL TRUNCATED

FLAT WRC

35’ LT

MILLING & INLAY

LIMIT OF

STA 51+02.00

WIDTH & SLOPE LT & RT

MATCH EXIST. ROAD

BEGIN MILL & INLAY

REMOVE 18" PINE

REMOVE 24" PINE

D W

D W

CONC.

CONC.

WITH WOOD POST

REPLACE MAILBOX POST

STONE WALLS

DO NOT DISTURB

W I

D E

N I

N G

L T

B

G

0 40 80 770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

M A T

C H

L I

S T

A

A W I o

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_13-0001.DGN

8:56:27 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

000113-

40.60’ RT

57+00.00

50.00’ RT

57+00.00

50.00’ LT

55+54.61

50.00’ LT

58+75.00

39.93’ LT

58+75.00

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

STA.58+30.00, 17’RT

MATCH EXIST. PVMT.

40.60’ RT

57+00.00

50.00’ RT

57+00.00

50.00’ LT

55+54.61

50.00’ LT

58+75.00

39.93’ LT

58+75.00

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F MAMORU SHOJI

TAX PARCEL # 018002003E

DB 2343 PG 234

PB E PG 14

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

L A

K E

C

A P

I

V E

ROCKBRIDGE ROAD

E:2329418.9034

N:1352239.2551

STA 59+75.00

END PROJECT

5’CONC SIDEWALK 5’CONC SIDEWALK

CONST CL

50’X36’

PROPOSED BRIDGE

STA 59+00.00

END CONSTRUCTION

STA.54+00.00, 20’LT

TP-1 ANCHOR

BEGIN GUARDRAIL TP-T

30" CONC. C&G1

STA.56+09.65

BEGIN GUARDRAIL TP-W

END GUARDRAIL TP-T

SHLDR.

2’ PAVED

SHLDR.

2’ PAVED

30" CONC. C&G

STA.55+20.35

BEGIN GUARDRAIL TP-T

END GUARDRAIL TP-W

STA.57+52.00, 18’LT

TP-12A ANCHOR

END GUARDRAIL TP-T

STA.57+47.00, 16’RT

TP-12A ANCHOR

END GUARDRAIL TP-W

DOMES, W/O CURB

INCL TRUNCATED

FLAT WRC

WCR

TP-C

STA 55+40

BEGIN BRIDGE

END APPROACH SLAB

STA 55+90

BEGIN APPROACH SLAB

END BRIDGE

GA.STD.4382 TYP.

ATTACH TO BRIDGE

BEGIN GUARDRAIL TP-T STA 55+89

END GUARDRAIL TP-T STA 55+41

E N

C

B N

C

BEG 2.70%, X-SLOPE LT.

STA.55+20.00

BEGIN APPROACH SLAB

END FULL DEPTH PVMT.

END -2.70%, X-SLOPE LT.

STA.56+10.00

BEGIN FULL DEPTH PVMT.

END APPROACH SLAB

END NC, LT & RT

STA.58+00.00

INLAY & WIDENING

BEGIN MILLING,

END FULL DEPTH PVMT.

& EDGE OF PVMT.

MATCH EXIST. CROSS-SLOPE

STA.59+00.00

END MILLING, INLAY & WIDENING

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F MAMORU SHOJI

TAX PARCEL # 018002003E

DB 2343 PG 234

PB E PG 14

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

P L

PL

" 1

STA.56+09.65

SPILLWAY TP.3

GA STD. 9017J

B-0

B-1

A-1

A-0

A-2

C

A T I

O N

T R E

E30 DPC

F L

F L

18 DPM

13-

CONSTRUCTION PLAN

ESAOW1

ESAOW1

ESAOW1

25’

OPEN

WATER

BUFFE

R

25’ OPEN WATER BUFFER

P

W

T E R

B

U F F E R

FENCE

BARRIER

4’ ORANGE

FENCE

BARRIER

4’ ORANGE

0 40 80 770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

M A T

C H

L I

A

A W I

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_13-0002.DGN

8:56:44 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

20514

VERTICAL SCALE IN FEET

0 20 40

50 100 200

HORIZONTAL SCALE IN FEET

770.263.5945

Duluth, Georgia 30096 Suite 100

2450 Commerce Avenue BRIDGE REPLACEMENT

LAKE CAPRI DRIVE

10/5/2021

Benjamin.Hanson gplotborder-V8i-PO.tbl

RK20514_15.DGN9:34:03 AM

GR2EDG

GPLOT-V8

REVISION DATES

7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE: 15-0001

MAINLINE PROFILE

S T

A

B E

G

N S T

R U

C T I

O N

PROP PGL

EXIST PGL

V I

I

E L

800800

50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00

I

I

E L

C

C

E L

I

I

E L

T

T

E L

C

C

E L

I

I

E L

T

T

E L

C

C

E L

I

I

E L

T

T

E L

-4.0972%

-4.8000%

-1.5000% 1.4409%

45.00 VC

K = 64.03

170.00 VC

K = 51.52

150.00 VC

K = 51.01

E l e v

V L

O W

E N

D

F

U

P T

H

P

A V I

N G

B E

G

M

L L I

N G

I

N L

D E

N I

N G

M A T

C H

E

X I S

A D E

E

M

L L I

N G

I

N L

D E

N I

N G

E

N S T

R U

C T I

O N

S T

A

DRIVEWAY PROFILES

17-0001

Sta. 52+12

DW #1

SCALE IN FEET

0 20 40 770.263.5945

Duluth, Georgia 30096 Suite 100

2450 Commerce Avenue

750750

0+000+100+200+300+400+500+60

5’VC 5’VC

740740

0+00 0+10 0+20 0+30 0+40

I

I

E L

I

I

E L

5’VC 5’VC

DW #2

Sta. 52+69

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_17.dgn9:34:09 AM

7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

I

I

E L

I

I

E L

9.9221%

2.0000%

15.0000%

E L

C K

B R I

D

L

2.00%

E L

C K

B R I

D

C

A T I

O N

F L

18 DPM

F L

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

T R E E

30 DPC

F L

F L

18 DPM

18 DPM

T R E E

T R E E

T R

S T R I C T

STA.58+30.00, 17’RT

MATCH EXIST. PVMT.

DRAINAGE AREA MAP

21-0001

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W

STA.56+09.65

SPILLWAY TP.3

GA STD. 9017J

REMOVE 18" PINE

REMOVE 24" PINE

WITH WOOD POST

REPLACE MAILBOX POST

STONE WALLS

DO NOT DISTURB

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_21-0001.dgn

8:56:52 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

E:2329418.9034

N:1352239.2551

STA 59+75.00

END PROJECT

E:2329384.9175

N:1351339.8971

ROCKBRIDGE ROAD

STA 50+50.00

BEGIN PROJECT

ROCKBRIDGE RD.

ROCKBRIDGE RD.

50’X36’

PROPOSED BRIDGE

S T

A

B E

G I

N

B R I

D G E

S T

A

E N

D

B R I

D G E

L A

P

I

V E

C A P R I

C

O V E

200 400

SCALE IN FEET

0 100 770.263.5945

Duluth, Georgia 30096

20514

LAKE CAPRI

LAKE CAPRI

FLOW

F L O

W

FL

OW

FLOW

DRAINAGE PROFILES

22-0001

Suite 100 2450 Commerce Avenue

0 20 40

Benjamin.Hanson

GPLOT-V8

RK20514_22.dgn

9:34:11 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

740740

0+000+100+200+300+400+500+600+700+800+901+001+101+201+30

A-2

A-1

H

I N

V

T O P

O F F

L T

S T

A

G A

S T

D

DA-0

0+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+90

EXIST A-3 TO A-1

A-1

750750

750750

2+102+202+302+402+502+602+702+802+903+003+103+203+303+403+503+603+703+803+904+004+104+204+304+404+504+604+70

A-3

2+00

2+00

SEE BELOW

MATCHLINE

SEE ABOVE

MATCHLINE

EXIST A-3 TO A-1

A-2 TO A-0

I N

V

O F F

L T

S T

A

G A

S T

D

B E L

E

I

N F

O R

M A T I

O N

WSE = 722.0’

I N

V

O F F

L T

S T

A

G A

S T

D

COLLAR, IE 742.55’

H

I N

V

O U T

I N

V I

N

A

I N

V I

N

A

T O P

O F F

L T

S T

A

G A

S T

D

A

8" DIP

PROP.

@ 1.00%

16 LF 18" CONC. PIPE

@ 1.00%

8 LF 18" CONC. PIPE

@ 4.52%

EXIST 423 LF 18" CMP@ 4.52%

8 LF 18" CMP

@ 4.52%

EXIST 423 LF 18" CMP

PROP. 8" DIP

ENCASE

CONCRETE

TO BE ABANDONED

EXIST. 8" DIP

DRAINAGE PROFILES

22-0002

0 20 40 770.263.5945

Duluth, Georgia 30096

Benjamin.Hanson

GPLOT-V8

RK20514_22.dgn

3:14:03 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

730730

0+000+100+200+300+400+500+60

B-1

H

I N

V

T O P

O F F

L T

S T

A

G A

S T

D

D

B-0

B-1 TO B-0

I N

V

O F F

L T

S T

A

G A

S T

D

WSE = 722.0’

ROCK EMBANKMENT @ 3.00%

8 LF 18" CONC. PIPE EXIST. 8" D.I.P.

CROSS SECTIONS

23-0001

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_23.dgn9:34:14 AM

11/8/2018

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

51+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

51+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

52+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

52+50

LAKE CAPRI DRIVE

BRIDGE REPLACEMENT

SCALE IN FEET

0 20 40 770.263.5945

Duluth, Georgia 30096

6.

4.

2.

9.

1.5%

2.0%

2.0%

2.5%

2.0%

2.0%

2.0%

2.0%

6.0%

6.0%

1.5% 2.5% 2.0%

3:1

2.0% 1.5% 2.5%

3:1

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

23-0002

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_23.dgn9:34:15 AM

11/8/2018

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

53+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

53+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

54+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

54+50

LAKE CAPRI DRIVE

BRIDGE REPLACEMENT

SCALE IN FEET

0 20 40 770.263.5945

Duluth, Georgia 30096

7.

4.

2.

0.

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

6.0%

6.0%

6.0%

6.0%

10.0%

10.0%

2:1

2:1

2:1

2:1

2:1

2:1

2:1

1:1

2:1

2:1

2:1

2:1

ROCK EMBANKMENT

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

PROP. 6" DIP

P R

O P

H Y

D R

A

L V

E

P R

O P

H Y

D R

A N

T

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

23-0003

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_23.dgn9:34:17 AM

11/8/2018

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

55+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

55+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

56+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

56+50

SCALE IN FEET

0 20 40 770.263.5945

Duluth, Georgia 30096 Suite 100

2450 Commerce Avenue BRIDGE REPLACEMENT

8.

6.

7.

7.

2.0% 2.0% 6.0%

2.0% 2.0%

2:1

2:1

1:

1:

2:12:1

2:1

1:1

1:1

6.0%2.0%

2.0% 2.0%2.0% 6.0%

2:1

1:1

2:1

ROCK EMBANKMENT

2.7%

PROP. 8" DIP

TO EXIST. 8" DIP

CONNECTION

PROP. 8" DIP

TO REMAIN IN PLACE

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP TO BE REMOVED

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

PROP. 8" DIP

PROP. 8" DIP

EXIST. 8" DIP TO BE REMOVED

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

23-0004

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_23.dgn9:34:18 AM

11/8/2018

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

57+00

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

57+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

58+00

SCALE IN FEET

0 20 40 770.263.5945

Duluth, Georgia 30096 Suite 100

2450 Commerce Avenue

6.

7.

0.3%

2.0% 2.0%

2.0% 2.0%

1.4%

2:1

2:1

2:1

1:

1:

1:

6.0%

6.0%

6.0%

2.0%

2.0%

2.0%

ROCK EMBANKMENT

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

ABANDONDED LOCATION

APPROX. EXIST. 8" DIP

EXIST. 8" DIP

23-0005

SUXSEW

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO.tbl

RK20514_23.dgn9:34:20 AM

11/8/2018

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

58+50

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

59+00

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

SCALE IN FEET

0 20 40

8.

2:1

1:

6.0%

6.0%

ROCK EMBANKMENT

EXIST. 8" DIP

UTILITY PLANS

24-

770.263.5945 Duluth, Georgia 30096

U

D

E

R

G

R

O

U

N

D

O

V

E

R

H

E

A

D

EXISTING TO BE REMOVED

UTILITY LINECODES

TYPE OF UTILITYPROPOSED EXISTING PROPOSED TEMPORARY

UTILITY SYMBOLS

EXISTING PROPOSED TEMPORARY

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

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKER

##"W(C)

##"W

GAS TEST STATION

ELECTRIC (QL-D)

TELECOMMUNICATIONS (QL-D)

CABLE TV (QL-D)

WATER (QL-D)

WATER FOR LABELED PIPE SIZES (QL-D)

NON-POTABLE WATER (QL-D)

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

STEAM (QL-D)

STEAM FOR LABELED PIPE SIZES (QL-D)

SANITARY SEWER WITH FLOW DIRECTION (QL-D)

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

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

GAS (QL-D)

GAS FOR LABELED PIPE SIZES (QL-D)

PETROLEUM (QL-D)

PETROLEUM FOR LABELED PIPE SIZES (QL-D)

TRAFFIC CONTROL (QL-D)

##"W

##"W(B)

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##"W(C)

##"W

##"W(B)

ELECTRIC (QL-C)

ELECTRIC (QL-B)

TELECOMMUNICATIONS (QL-C)

TELECOMMUNICATIONS (QL-B)

CABLE TV (QL-C)

CABLE TV (QL-B)

WATER (QL-C)

WATER (QL-B)

WATER FOR LABELED PIPE SIZES (QL-C)

WATER FOR LABELED PIPE SIZES (QL-B)

NON-POTABLE WATER (QL-C)

NON-POTABLE WATER (QL-B)

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

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

STEAM (QL-C)

STEAM (QL-B)

STEAM FOR LABELED PIPE SIZES (QL-C)

STEAM FOR LABELED PIPE SIZES (QL-B)

SANITARY SEWER WITH FLOW DIRECTION (QL-C)

SANITARY SEWER WITH FLOW DIRECTION (QL-B)

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

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

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

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

GAS (QL-C)

GAS (QL-B)

GAS FOR LABELED PIPE SIZES (QL-C)

GAS FOR LABELED PIPE SIZES (QL-B)

PETROLEUM (QL-C)

PETROLEUM (QL-B)

PETROLEUM FOR LABELED PIPE SIZES (QL-C)

PETROLEUM FOR LABELED PIPE SIZES (QL-B)

TRAFFIC CONTROL (QL-C)

TRAFFIC CONTROL (QL-B)

UNKNOWN UTILITY FOUND IN SUE INVESTIGATION (QL-B)

ELECTRIC

ELECTRIC/TRAFFIC CONTROL

GUY WIRE

TRAFFIC CONTROL

ELECTRIC/CABLE TV

ELECTRIC/CABLE TV/TRAFFIC CONTROL

CABLE TV

CABLE TV/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/TRAFFIC CONTROL

TELECOMMUNICATIONS

TELECOMMUNICATIONS/TRAFFIC CONTROL

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

ELECTRIC/TELECOMMUNICATIONS/CABLE TV/TRAFFIC CONTROL

TELECOMMUNICATIONS/CABLE TV/TRAFFIC CONTROL

SIGNAL/BUTTON POST

TRAFFIC CONTROL PEDESTRIAN

ELECTRIC COMMUNICATIONS BOX

TRAFFIC CONTROL MANHOLE/

REFER TO TRAFFIC SIGNAL PLANS

TRAFFIC CONTROL INFORMATION

FOR PROPOSED/TEMPORARY

REFER TO TRAFFIC SIGNAL PLANS

TRAFFIC CONTROL INFORMATION

FOR PROPOSED/TEMPORARY

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

TRANSMISSION TOWER

TELECOMMUNICATIONS/CABLE TV

(aka "SLICK")

SUBSCRIBER LOOP CARRIER

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

RK20514_24-0000.DGN

8:56:54 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

LEGEND

S T R I C T

N/F KIM JACKSON GILMORE

TAX PARCEL # 019007053

DB 3392 PG 245

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

N/F ARTHEA MURPHY

TAX PARCEL # 0190050035

DB 3873 PG 130

N/F WILLIE DAVIS

TAX PARCEL # 0190050036

DB 6413 PG 998

PB C PG 18

EXIST R/W

EXIST R/W

EXIST R/W

E X I S T

R

W

E X I S T

R

W

EXIST R/W

PL

P LP L

PL

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

ESAOW1

OP

EN

W

AT

ER

B

UF

FE

R

A-1.A

N/F KIM JACKSON GILMORE

TAX PARCEL # 019007053

DB 3392 PG 245

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

N/F ARTHEA MURPHY

TAX PARCEL # 0190050035

DB 3873 PG 130

N/F WILLIE DAVIS

TAX PARCEL # 0190050036

DB 6413 PG 998

PB C PG 18

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

C A P R I

C

O V E

ROCKBRIDGE ROAD

E:2329384.9175

N:1351339.8971

ROCKBRIDGE ROAD

STA 50+50.00

BEGIN PROJECT

CONST CL

STA 50+96.00

BEGIN CONSTRUCTION

35’ LT

MILLING & INLAY

LIMIT OF

STA 51+02.00

WIDTH & SLOPE LT & RT

MATCH EXIST. ROAD

BEGIN MILL & INLAY

UTILITY PLANS

24-

EXIST. 8" DIP

ABANDON

EXIST. 8" DIP

4" STEEL GAS MAIN

ABANDON:

INSTALL 17# ANODE AND TEST STATION

NOP: 60 PSIG

WT: UNK/GRADE: UNK

TIE-INTO 4" STEEL GAS MAIN

CUT & CAP

NOP: 60 PSIG

30’ X 4" PLASTIC GAS MAIN

PROPOSED:

NOP: 60 PSIG

1-1/4" PLASTIC GAS MAIN

EXISTING TO REMAIN:

NOP: 60 PSIG

10’ X 2" PLASTIC GAS MAIN

PROPOSED: 1-1/4" PLASTIC GAS MAIN

ABANDON:

NOP: 60 PSIG

TIE-INTO 1-1/4" PLASTIC GAS MAIN

CUT & CAP

ROCKBRIDGE RD ANODE

CP: LAKE CAPRI S/D @

NOP: 60 PSIG

WT: UNK/GRADE: UNK

4" STEEL GAS MAIN

EXISTING TO REMAIN:

NOP: 60 PSIG

GAS MAIN

795’ X 4" PLASTIC

PROPOSED:

PROP. FH

PROP. FH VALVE

REVISION DATES

10/5/2021

Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO-utilities-25.tbl

RK20514_24-0001.DGN

8:57:11 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

0 40 80

BRIDGE REPLACEMENT

LAKE CAPRI DRIVE

770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

M A T

C H

L I

A

A W I

C

A T I

O N

T R E

E30 DPC

F L

F L

18 DPM

26.62’

STA.58+30.00, 17’RT

MATCH EXIST. PVMT.

UTILITY PLANS

24-

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F MAMORU SHOJI

TAX PARCEL # 018002003E

DB 2343 PG 234

PB E PG 14

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

P L

PL

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

ESAOW1

ESAOW1

ESAOW1

25’

OPEN

WATER

BUFFE

R

25’ OPEN WATER BUFFER

T E R

B

U F F E R

" 1

STA.56+09.65

SPILLWAY TP.3

GA STD. 9017J

B-0

B-1

A-1

A-0

A-2

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F MAMORU SHOJI

TAX PARCEL # 018002003E

DB 2343 PG 234

PB E PG 14

N/F LAKE CAPRI EST INVESTMENT ASSOCIATION

TAX PARCEL # 0190050015

PB E PG 14

N/F PATRICIA WILLS ETAL

TAX PARCEL # 019007053A

DB 4374 PG 34

PB H PG 359

EXIST. 8" DIP

ABANDON

EXIST. 8" DIP

ABANDON

EXIST. 8" DIP EXIST. 8" DIP

4" STEEL GAS MAIN

ABANDON:

NOP: 60 PSIG

4" PLASTIC GAS MAIN

PROPOSED:

INSTALL 17# ANODE AND TEST STATION

NOP: 60 PSIG

WT: UNK/GRADE: UNK

TIE-INTO 4" STEEL GAS MAIN

CUT & CAP

ROCKBRIDGE RD ANODE

CP: LAKE CAPRI S/D @

NOP: 60 PSIG

WT: UNK/GRADE: UNK

4" STEEL GAS MAIN

EXISTING TO REMAIN:

ROCKBRIDGE RD ANODE

CP: LAKE CAPRI S/D @

NOP: 60 PSIG

WT: UNK/GRADE: UNK

2-1/2" STEEL GAS MAIN

EXISTING TO REMAIN:

PROP. 8"DIP

L A

K E

C

A P

I

V E

ROCKBRIDGE ROAD

E:2329418.9034

N:1352239.2551

STA 59+75.00

END PROJECT

CONST CL

STA 59+00.00

END CONSTRUCTION

REVISION DATES

10/21/2021

Benjamin.Hanson

GPLOT-V8

RK20514_24-0002.DGN

9:51:20 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

0 40 80

BRIDGE REPLACEMENT

LAKE CAPRI DRIVE

770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

M A T

C H

L I

A

A W I

SIGNING AND MARKING PLANS

26-

SIGNING AND MARKING PLANS

26-

50.00’ RT

53+72.38

40.99’ RT

53+89.62

ENTRY

RIGHT OF

OF

LIMITS

STOP

N O

PA

RK

IN

G A

N Y

T

IM

0 40 80 770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REVISION DATES

10/5/2021

USER:Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO - SIGN.tbl

P:\ROCK20514\Plans\RK20514_26-0001.DGN

8:57:45 AM

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DATE:

DATE:

M A T

C H

L I

A

A W I

C A P R I

C

O V E

ROCKBRIDGE ROAD

CONST CL

A-1.A

5" SOLID WHITE (TYP)

@ 40’ SPACING (TYP)

W/ 2 EA TYPE I RPM’S (YELLOW)

5" SOLID DOUBLE YELLOW

@ 8’ WIDE (TYP)

8" SOLID WHITE CROSSWALK

30"X30"

STA 51+11

R1-1 (30)

X

A

R

ESAOW1

OP

EN

W

AT

ER

B

UF

FE

R

FENCE

BARRIER

4’ ORANGE

SIGNING AND MARKING PLANS

26-

SIGNING AND MARKING PLANS

26-

STA.58+30.00, 17’RT

MATCH EXIST. PVMT.

40.60’ RT

57+00.00

50.00’ RT

57+00.00

50.00’ LT

55+54.61

50.00’ LT

58+75.00

39.93’ LT

58+75.00

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

LIMITS OF RIGHT OF ENTRY LIMITS OF RIGHT OF ENTRY

0 40 80 770.263.5945

Duluth, Georgia 30096

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

REVISION DATES

10/5/2021

USER:Benjamin.Hanson

GPLOT-V8

gplotborder-V8i-PO - SIGN.tbl

P:\ROCK20514\Plans\RK20514_26-0002.DGN

8:58:05 AM

BACKCHECKED:

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DATE:

DATE:

DATE:

20514

M A T

C H

L I

A

A W I

L A

K E

C

A P

I

V E

ROCKBRIDGE ROAD

CONST CL

" 1

B-0

B-1

A-1

A-0

A-2

30 DPC

F L

F L

18 DPM

B R

ID

G E

IC

ES

B

EFO

R E

RO

A D

B R

ID

G E

IC

ES

B

EF

O R E

RO

A D

N O

PA

RK

IN

G A

N Y

T

IM

E

N O

PA

RK

IN

G A

N Y

T

IM

E

N O

PARKING

A

N Y

T

IM

E

N O

PARKING

A

N Y

T

IM

E

ESAOW1

ESAOW1

ESAOW1

25’

OPEN

WATER

BUFFE

R

25’ OPEN WATER BUFFER

T E R

B

U F F E R

X

S T

A

O M

R

X

A

W

X

S T

A

O M

R

X

S T

A

O M

R

X

S T

A

O M

R

X

A

W

@ 8’ WIDE (TYP)

8" SOLID WHITE CROSSWALK

5" SOLID WHITE (TYP)

@ 40’ SPACING (TYP)

W/ 2 EA TYPE I RPM’S (YELLOW)

5" SOLID DOUBLE YELLOW

X

A

W

X

A

W

X

A

R

X

A

S T

A

R

X

A

R

X

A

R

21’-0"

F L

O W

EL 727.88

500 YEAR

EL 726.28

100 YEAR

1’ - 2�"

1’ - 2�"

P.G.L

2’-0"

BERM

MIN

CAP

NO SCALE

2’-0"

RIP RAP APRON

B.F.P.R.

EL 725.73

50 YEAR

35-0001

P A

R A

P

R A

P E

T

S

ID

E

W A

L K

O

T

LIMIT OF RIP RAP, TYP

20’-0"

FLOODSTAGE EL (100 YR FLOOD) *

ORIGINAL

GROUND

PLASTIC FILTER FABRIC

1"

PLAN AND ELEVATION

PROFILE GRADE LINE AND B.F.P.R. OR c BENTS.

PROFILE GRADE LINE AT THE INTERSECTION OF

STATIONS AND ELEVATIONS ARE ALONG **

SCALE: �" = 1’-0", UNLESS OTHERWISE NOTED

GROUNDLINE

ORIGINAL

APROXIMATE

N

TOTAL LENGTH OF BRIDGE = 50’-0"

* SLOPE NORMAL TO END BENT

AND PAYMENTS, TYP.

SEE ROADWAY PLANS FOR DETAILS

EXISTING FILL TO BE REMOVED

U

G

EORGIA

R

EGISTERE

DR

EGISTERE

D

E

NGINEE

IL

LI

M.D

V A

L

W L

MA

PROFESSIONAL

No. 22100

FIX

EXP

2450 Commerce Avenue Suite 100

Duluth, Georgia 30096-8910

Tel.: (770) 263-5945 oneatlas.com

S T

A

.0

S T

A

.0

E L .8

E L .6

-1.5000%

STA. 55+90.00

END BRIDGE BFPR

BFPR BENT 2BFPR BENT 1

TO UNION GROVE RD.

N 2°-09’-50.8" E

STA. 55+40.00

BEGIN BRIDGE…