ALLGOOD SCUFFLEGRIT PLAN

2+75.75

TIE IN

TO EXISTING

CURB AND GUTTER

START STATIONING

AT RADIUS RETURN

0+

.8

LLOYD TUCKER

1455 SCUFFLEGRIT RD

TERESA CASEY

1299 CAMERON CRK

SCUFFLEGRIT RD

STEPHENS FAMILY

IRREVOCABLE TRUST

1380 ALLGOOD RD

ALLGOOD RD

RICHARD AND LAURA W

EISS

1351 BRENTW

O

O

D LN

ALLGOOD RD

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

01-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

COVER SHEET

As Noted

CITY OF MARIETTA

COBB COUNTY, GA

ALLGOOD AND SCUFFLEGRIT INTERSECTION IMPROVEMENTS

SCUFFLEGRIT RD

ALLGOOD RD

ALLGOOD RD

LAW

ANNA DR

LO

C

ATIO

N

Feet 0 1000 2000

Feet 0 100 200

S.F. ACRES

TOTAL PROJECT AREA 29507 0.6770

DISTURBED AREA 7776 0.1785

1" = 1000' 1" = 70'

34925 0.8

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

02-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

INDEX

01-001 COVER SHEET

02-001 INDEX SHEET

04-001 to 04-002 GENERAL NOTES

06-001 SUMMARY OF QUANTITIES

13-001 to 13-002 MAINLINE ROADWAY PLAN SHEETS

22-001 STORM DRAIN PROFILES

23-001 CROSS SECTIONS

24-001 UTILITY PLANS

26-001 SIGNING AND MARKING PLANS AND DETAILS

40-001 to 40-010 CONSTRUCTION DETAILS

INDEX

Date

Revision/Issue

Project Name and Address

No. Date

04-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

GENERAL NOTES

PROJECT GENERAL NOTES:

TOTAL SITE AREA = X AC

TOTAL AREA TO BE DISTURBED = X AC

AN N.O.I. (NOTICE OF INTENT) IS NOT REQUIRED FOR THIS PROJECT.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD

AND SUPPLEMENTAL

2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER THIS REQUIREMENT. “EXISTING UTILITY FACILITIES” MEANS ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS

ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION.

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

A.CITY OF MARIETTA TRAFFIC

i.DUANE FARIST (770) 794-5690

B. AT&T:

i.KRISTOPHER DITTRICH (678) 435-3673

C.ATLANTA GAS LIGHT RESOURCES:

i.ANDRES BOLIVAR (404) 584-3915

D.COMCAST CABLE:

i.JOHN PIERNO

ii. DAVID TYSON (404) 597-1098

E.MARIETTA POWER

i.CODY TIBBITS (770) 794-5124

F. MARIETTA WATER & SEWER

i.TOM JONES (770) 794-5186

4. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION

107.07 OF THE GEORGIA STANDARD SPECIFICATIONS.

5. RIGHT-OF-WAY MARKERS SHALL BE PLACED FLUSH WITH THE FINISHED SURFACE UNLESS OTHERWISE NOTED.

6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND TO DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. CONCRETE AND ASPHALT MATERIALS REMOVED FROM THE PROJECT SITE MAY NOT BE

PLACED IN FILL LOCATIONS THAT FALL WITHIN THE EASEMENT AREAS.

7. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION, SHALL NO BE DISTURBED UNLESS DIRECTED BY

THE ENGINEER.

8. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED

TO COMPLY WITH THIS REQUIREMENT.

9. ALL EXISTING PIPE REMOVED FROM SERVICE SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY THE ENGINEER. REMOVAL OF PIPE SHALL BE INCLUDED IN PRICE BID FOR “GRADING COMPLETE”.

10. UNLESS SPECIFIED OTHERWISE, ALL DRIVEWAYS SHALL BE MAINTAINED DURING CONSTRUCTION. ALL DRIVEWAYS TO BE CONSTRUCTED SHALL BE REPLACED IN KIND I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE ETC. ANY OTHER DRIVEWAY MATERIAL OR SPECIALIZED DRIVEWAY WILL NOT BE REPLACED IN KIND (I.E. PAVERS) AND WILL BE REPLACED WITH ASPHALT OR CONCRETE. ALL EARTH OR GRAVEL DRIVES SHALL BE PAVED WITH ASPHALT TO THE RIGHT-OF-WAY OR TIE-IN POINT. DRIVEWAYS SHALL BE PAVED AS FOLLOWS:

ASPHALTIC DRIVES:

RESIDENTIAL - 1-1/2” ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

- 6” GRADED AGGREGATE BASE

COMMERCIAL - 1-1/2” ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

- 2” ASPH. CONC. 19MM SUPERPAVE, 220 LB/SY

- 6” GRADED AGGREGATE BASE

CONCRETE DRIVES:

RESIDENTIAL - 6” CONCRETE VALLEY GUTTER

- 4” CONCRETE DRIVEWAY

COMMERCIAL - 8” CONCRETE VALLEY GUTTER

- 6” CONCRETE DRIVEWAY

11. SPRINKLER SYSTEMS TO BE HANDLED AS FOLLOWS:

CASE 1 - FOR SYSTEMS WITHIN THE CONSTRUCTION LIMITS OWNED BY INDIVIDUALS OR PRIVATE COMPANIES, OWNER MAY RELOCATE THE FACILITIES IN ADVANCE OF DISTURBANCE AND INVOICE THE CITY DIRECTLY FOR THE WORK. OTHERWISE CONTRACTOR SHALL REMOVE AND PLUG AND OWNER MAY STILL INVOICE THE CITY DIRECTLY

FOR REPAIRS.

CASE 2 - SYSTEMS SHOWN BY THE PLANS TO BE REMOVED AND RELOCATED SHALL BE RELOCATED TO THE BACK OF THE SIDEWALK OR DISTURBANCE. COST SHALL BE INCLUDED IN THE PRICE BID FOR “GRADING COMPLETE”.

12. LUMP-SUM TRAFFIC CONTROL: THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL SHALL INCLUDE THE COST OF STAGED CONSTRUCTION, MAINTENANCE OF TRAFFIC (INCLUDING AGGREGATE SURFACE COURSE), INSTALLATION AND REMOVAL OF ALL TEMPORARY SIGNAGE, INTERIM PAVEMENT MARKINGS, BARRICADES, AND OTHER INTERIM TRAFFIC CONTROL DEVICES NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF THE PROJECT. DEVICES UTILIZED ON THE PROJECT SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION AND SECTION 150. ALL DEVICES, SIGNS, POST, BARRICADES, ETC SHALL BE FROM THE GDOT QUALIFIED PRODUCTS LIST (QPL). ALL DEVICES SHALL BE CRASHWORTHY UNDER AASHTO AND NCHRP 350 REQUIREMENTS. THE ENGINEER MAY DIRECT THAT ADDITIONAL DEVICES AND MARKINGS BE ADDED TO THE TRAFFIC CONTROL PLAN. THE COST OF NOMINAL ITEMS ADDED BY THE ENGINEER SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL EXCEPT FOR THE ADDITION OF A CHANGEABLE MESSAGE SIGN(S). THE CONTRACT UNIT PRICE WILL BE PAID FOR A CHANGEABLE MESSAGE SIGN(S) OR A UNIT PRICE WILL BE DETERMINED WHEN A CHANGEABLE MESSAGE SIGN(S) IS NOT INCLUDED IN THE

CONTRACT.

13. DETOURS IN THE PLANS: DETOURS SHOWN IN THE PLANS SHALL BE SIGNED AND MARKED AS PER THE PLANS.

THE COST OF MAINTENANCE, GRADING, TEMPORARY DRAINAGE, TEMPORARY SIGNAGE, TEMPORARY MARKINGS AND TEMPORARY DEVICES SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL. THE COST OF STONE BASE (GAB) AND THE PLACEMENT OF THE TYPICAL PAVEMENT SECTION INCLUDED IN THE PLANS FOR THE DETOUR WILL BE PAID AT THE CONTRACT UNITS PRICES. WHEN INSTALLED FOR A DETOUR SHOWN IN THE PLANS, TEMPORARY CONCRETE BARRIERS, ATTENUATORS, TEMPORARY GUARDRAIL AND ANCHORS WILL BE PAID AT CONTRACT UNIT PRICES. THE UNIT PRICES BID FOR THESE PAY ITEMS SHALL INCLUDE INSTALLATION AND REMOVAL. PERMANENT DEVICES, TO BE INCORPORATED INTO THE FINAL WORK, MAY BE USED FOR INTERIM/TEMPORARY DUTIES PROVIDED THE PERMANENT DEVICES ARE NOT DAMAGED DURING THE INTERIM USAGE. THE COST FOR

REPLACEMENT OF DAMAGED COMPONENTS SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL.

DETOURS NOT SHOWN IN THE PLANS (DETOURS PROPOSED BY THE CONTRACTOR): THE COST TO INSTALL, MAINTAIN AND REMOVE ANY DETOUR SHALL BE INCLUDED IN THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL.

THE COST OF GRADING, PAVEMENT, SIGNING, MARKINGS, TEMPORARY DEVICES, TEMPORARY CONCRETE BARRIERS, ATTENUATORS, TEMPORARY GUARDRAIL AND ANCHORS, ETC SHALL BE INCLUDED IN THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL. DETOURS NOT SHOWN IN THE PLANS WILL NOT BE ELIGIBLE TO BE PAID AT

CONTRACT UNIT PRICES.

14. ALL CUT AND FILL SLOPES SHALL BE STABILIZED TO COMPLY WITH SECTION 161.3.05.B OF THE SPECIFICATIONS IN ORDER TO REDUCE THE POTENTIAL FOR EROSION. IF THE SEASON DOES NOT PERMIT SOD PERMANENT GRASSING, TEMPORARY STRAW MULCH AND/OR TEMPORARY VEGETATION SHALL BE USED AS PER THE EROSION AND SEDIMENTATION POLLUTION CONTROL (ESPCP) OR AS DIRECTED BY THE ENGINEER.

15. EROSION CONTROL MEASURES SHALL BE INSTALLED TO BE IN COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN (ESPCP). EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES THAT INVOLVE ENVIRONMENTAL SENSITIVE AREAS (ESA'S) AS DEFINED UNDER SECTION 107.23.F OF THE SPECIFICATIONS AND THE ESPCP. IN GENERAL, EROSION CONTROL ITEMS SHOULD BE INSTALLED PRIOR TO THE START OF ANY LAND DISTURBING ACTIVITIES. THE INSTALLATION OF THE EROSION CONTROL ITEMS MAY BE INSTALLED CONCURRENT WITH THE START OF THE LAND DISTURBING

ACTIVITIES, IF ALLOWED BY THE ESPCP.

16. THE CONTRACTOR WILL COORDINATE WITH THE CITY OF MARIETTA AND SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, AND MAINTAINING THE PROPERTY OWNER'S MAILBOX TO AN AREA OUTSIDE CONSTRUCTION LIMITS DURING THE LIFE OF THE CONTRACT. THE LOCATION OF THE BOX SHOULD BE CONVENIENT TO BOTH THE MAIL CARRIER AND THE PATRON, YET NOT INTERFERE WITH PROPOSED WORK. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONFER WITH THE POST OFFICE SERVING THE AREA. ALL COSTS INCURRED FOR COMPLIANCE WITH THESE REQUIREMENT SHALL BE INCLUDED IN THE PRICE BID FOR OTHER

ITEMS.

17. ATTENTION IS CALLED TO SECTION 149.3, CONSTRUCTION REQUIREMENTS, CONTRACTOR IS REQUIRED TO TAKE THREE-POINT LEVELS ON WIDENING AND RECONSTRUCTION PROJECTS AND OBTAIN THE ENGINEER'S APPROVAL OF THE “BEST FIT” PROFILE AND CROSS SLOPE, TO MINIMIZE LEVELING REQUIREMENTS OF THE EXISTING ROADWAY. THE CONTRACTOR MUST GET THE ENGINEER'S APPROVAL OF THE PROPOSED BEST FIT BEFORE BEGINNING WIDENING AND RECONSTRUCTIONS. COST FOR SURVEY WORK TO BE INCLUDED IN THE

GRADING COMPLETE OR OTHER ITEMS, NO SEPARATE PAYMENT SHALL BE MADE.

18. ALL ROADWAY DRAINAGE PIPES SHALL BE REINFORCED CONCRETE UNLESS SPECIFIED OTHERWISE.

19. CONTRACTOR TO PROVIDE PRE-CONSTRUCTION PHOTOS OF ALL DRIVEWAYS TO PROJECT ENGINEER PRIOR

TO CONSTRUCTION. PHOTOS TO BE DIGITAL.

20. ALL EXISTING STORM DRAIN PIPES INCLUDING BOX CULVERTS WITHIN THE CONSTRUCTION LIMITS SHALL BE

CLEANED PRIOR TO COMPLETION OF PROJECT. COST TO BE INCLUDED IN GRADING COMPLETE.

21. ALL GRASSED MEDIANS, LANDSCAPED AREAS BETWEEN THE BACK OF CURB AND SIDEWALK AND SHOULDER BREAK POINT SHALL BE SODDED WITH BERMUDA SOD, UNLESS THERE IS EXISTING GRASS, THEN THE SOD TYPE FROM BACK OF CURB TO EXISTING GRASS SHALL MATCH ADJACENT GRASS. ALL COST ASSOCIATED WITH THIS

REQUIREMENT SHALL BE INCLUDED IN THE PRICE FOR 700-9000.

22. ALL EXISTING PEDESTRIAN FACILITIES, INCLUDING ACCESS TO TRANSIT STOPS, SHALL BE MAINTAINED.

WHERE PEDESTRIAN ROUTES ARE CLOSED, ALTERNATE ROUTES SHALL BE PROVIDED. WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED WITHIN THE LIMITS OF THE PROJECT, THE TEMPORARY PEDESTRIAN FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITIES SHALL BE INCLUDED IN THE

PRICE BID FOR GRADING COMPLETE.

23. THE CITY WILL PROVIDE BRICK PAVERS FOR ADA DETECTION SURFACES, BRICK SIDEWALK, BRICK MEDIANS, AND BRICK CROSSWALKS. THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND LOADING AT A CITY STORAGE

YARD, DELIVERY TO THE PROJECT LOCATION, AND UNLOADING/STORAGE.

Date

Revision/Issue

Project Name and Address

No. Date

04-002

ALLGOOD AND SCUFFLEGRIT

9/19/22

GENERAL NOTES

MAINTENANCE OF TRAFFIC GENERAL NOTES:

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR “TRAFFIC CONTROL”.

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

3. TYPE 3 RETROREFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS REQUIRED REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. TYPE 11 RETROREFLECTIVE SHEETING SHALL BE USED FOR ALL RED-SERIES SIGNS (R1-1, R1-2, R1-3, R5-1a), WARNING SIGNS AND OVERHEAD SIGNS, SCHOOL AND PEDESTRIAN0RELATED SIGNS, WITH THEIR REQUIRED PLAQUES AND ADVISORY NAME

BLADES, SHALL HAVE FLORESCENT YELLOW/GREEN COLOR AND TYPE 11 SHEETING.

4. IN RESIDENTIAL AREAS, TEMPORARY AND PERMANENT SIGNS SHALL BE LOCATED ON OR AS CLOSE AS POSSIBLE TO PROPERTY LINES.

5. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. MAINTENANCE INCLUDES REPLACING DAMAGED AND STOLEN SIGNS, AND PERIODIC CLEANING OF EXISTING SIGNS AND CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES.

6. THE WORKSITE TRAFFIC CONTROL SUPERVISOR (WTCS) SHALL BE RESPONSIBLE FOR THE ELIMINATION OF ANY CONFLICTING PAVEMENT MARKINGS. THE WTCS SHALL NOT USE “BLACK OUT PAINT” TO ERADICATE CONFLICTING MARKINGS. THE ENGINEER SHALL MAKE THE FINAL DETERMINATION WHETHER THE

CONFLICTING MARKINGS HAVE BEEN ADEQUATELY ELIMINATED.

7. TEMPORARY TRAFFIC BARRIERS SHALL HAVE A TWO (2') FEET MINIMUM OFFSET FROM THE EDGE OF ANY TRAVEL LANE. VERTICAL PANELS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150, AND TEMPORARY BARRIERS THAT ARE CRASHWORTHY SHALL BE USED ADJACENT TO TRAVEL LANES, UNLESS PRIOR APPROVAL IS GRANTED BY THE CITY, THE TEMPORARY BARRIERS CANNOT BE PLACED LESS THAN TWO (2') FEET FROM THE EDGE OF THE TRAVEL LANE. THE USE OF TYPE I AND II BARRICADES AND TRAFFIC CONES IS PROHIBITED.

8. TRAFFIC PANELS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150 SHALL BE USED FOR CHANNELIZATION OF TRAFFIC IN ALL TRAFFIC SHIFTS. FOR ANY WORK ZONE, THE MAXIMUM PANEL SPACING, IN FEET, SHALL BE THE DESIGN OR POSTED SPEED LIMIT, WHICHEVER IS LESS.

BASED ON FIELD CONDITIONS, THE MAXIMUM SPACING OF THE TRAFFIC PANELS MAY NEED TO BE FURTHER REDUCED.

9. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS TO NOT INTERFERE WITH SIGHT DISTANCES ALONG ANY ADJACENT

SIDE ROAD OR DRIVEWAY.

10. THE CITY OF MARIETTA RESERVES THE RIGHT TO MODIFY THIS MAINTENANCE OF TRAFFIC PLAN AS FIELD CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES ARE REQUIRED, THESE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE DEPARTMENT.

11. ALL TRAFFIC CONTROL ACTIVITIES MUST BE REQUESTED THROUGH THE CITY OF MARIETTA WEBSITE AT LEAST 48 HOURS PRIOR TO THE ACTIVITY WITH THE EXCEPTION OF ROAD CLOSURES WHICH MUST BE REQUESTED 2 WEEKS PRIOR TO THE ROAD CLOSURE. THE REQUEST CAN BE COMPLETED ON THE CITY WEBSITE (WWW.MARIETTAGA.GOV) FROM THE ENGINEERING PAGE LOCATED IN THE PUBLIC WORKS PAGE. ANY WORK BEING COMPLETED ON A STATE

ROUTE MUST BE SUBMITTED TO GDOT FOR APPROVAL.

12. REFLECTORIZED TYPE 3 BARRICADES SHALL BE USED AT THE ACTUAL LOCATION OF TOTAL STREET CLOSURE. EACH BARRICADE SHALL HAVE TWO TYPE

'A' LIGHTS AND ONE R11-2 (ROAD CLOSED) SIGN ATTACHED.

13. ALL M4-9 SIGNS SHALL HAVE ADVISORY BLADES (INSTALLED ABOVE THE “DETOUR” SIGN) IDENTIFYING THE CLOSED STREET THAT THE DETOUR ROUTE

SERVES.

14. INFORMATION SIGNS, INFORMING MOTORISTS OF THE ROAD CLOSURE, SHALL BE INSTALLED A MINIMUM OF 1 WEEK PRIOR TO THE ROAD CLOSURE.

THESE SIGNS SHALL BE INSTALLED AT OR AS NEAR AS POSSIBLE TO THE ROAD CLOSURE. THE MESSAGE DISPLAYED MUST BE SUBMITTED TO THE CITY FOR

REVIEW AND APPROVAL OUTSIDE OF THE ROAD CLOSURE REQUEST FORM.

15. NO LANE CLOSURES ARE ALLOWED BETWEEN 6-9AM AND 4-7PM WITHOUT APPROVAL BY THE CITY OR AS STIPULATED IN THE CONTRACT DOCUMENTS.

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

Date

Revision/Issue

Project Name and Address

No. Date

05-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

TYPICAL SECTIONS

LC

CITY OF MARIETTA

FULL DEPTH PAVING ON ARTERIAL ROAD

10'-0" min. 10'-0" min.

2% typ. 2% typ.

OF CONSTR

A 8 IN GAB BASE

B RECYCLED ASPH CONCRETE, 25 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 4 IN, 440 LB PER SY-IN

C RECYCLED ASPH CONCRETE, 19 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 2 IN, 220 LB PER SY-IN

D RECYCLED ASPH CONCRETE, 12.5 MM SUPERPAVE, TP 2 ONLY,

INCL BITUM MATL & H LIME, 25% MAX RAP, 1.5IN, 165 LB PER SY-IN

EXTEND GAB 6IN BEHIND CURB

EXTEND GAB 6IN

BEHIND CURB

EXTEND GAB 6IN BEHIND CURB

A C D

B E E

E TRACKLESS TACK

LC

CITY OF MARIETTA

FULL DEPTH PAVING ON COLLECTOR ROAD

10'-0" min. 10'-0" min.

2% typ. 2% typ.

OF CONSTR

A 8 IN GAB BASE

B RECYCLED ASPH CONCRETE, 25 MM SUPERPAVE, TP TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 4 IN, 440 LB PER SY-IN

C RECYCLED ASPH CONCRETE, 19 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 2 IN, 220 LB PER SY-IN

D RECYCLED ASPH CONCRETE WITH POLYMER, 12.5 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 1.5IN, 165 LB PER SY-IN

EXTEND GAB 6IN BEHIND CURB

EXTEND GAB 6IN

BEHIND CURB

EXTEND GAB 6IN BEHIND CURB

A C D

B E E

E TRACKLESS TACK COAT

LC

CITY OF MARIETTA

FULL DEPTH PAVING ON LOCAL ROAD

10'-0" min. 10'-0" min.

2% typ. 2% typ.

OF CONSTR

A 6 IN GAB BASE

B RECYCLED ASPH CONCRETE, 25 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 4 IN, 440 LB PER SY-IN

C RECYCLED ASPH CONCRETE, 19 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 2 IN, 220 LB PER SY-IN

D RECYCLED ASPH CONCRETE, 12.5 MM SUPERPAVE, TP 2,

INCL BITUM MATL & H LIME, 25% MAX RAP, 1.5IN, 165 LB PER SY-IN

EXTEND GAB 6IN BEHIND CURB

EXTEND GAB 6IN

BEHIND CURB

EXTEND GAB 6IN BEHIND CURB

A C D

B E E

E TRACKLESS TACK COAT

Date

Revision/Issue

Project Name and Address

No. Date

06-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

QUANTITIES

LLOYD TUCKER

1455 SCUFFLEGRIT RD

TERESA CASEY

1299 CAMERON CRK

INSTALL ADA RAMP TP. B

GDOT std A3

R165.0'

R162'

R50.0'

SEE SH

EET 23-000

FO

R

R

AD

IU

S LAYO

U T

SCUFFLEGRIT RD

STEPHENS FAMILY

IRREVOCABLE TRUST

1380 ALLGOOD RD

INSTALL ADA RAMP

TP. B GDOT std A3

INSTALL SWCB

GDOT std. 1033D

A2

A1

23.1'

46.0'

R8.0'

R5.0

CONVERT SWCB TO JUNCTION

BOX WITH MANHOLE ACCESS

INSTALL DIRT

AND SOD

BRICK MEDIAN ISLAND

SEE CITY DETAIL

R4.0'

INSTALL ADA

RAMP TP. B

GDTO std A3

DEMO EXISTING

CONCRETE ISLAND

A3

17.0'

12.0'

ALLGOOD RD

RICHARD AND LAURA W

EISS

1351 BRENTW

O

O

D LN

ALLGOOD RD

INSTALL 5' X 4'' CONC. SW

2' GRASS STRIP

6' X 24" CURB AND GUTTER

SEE CITY SIDEWALK DETAIL

DEMO EXIST. SIDEWALK

AND INSTALL PERMANENT

GRASSING/SOD

SEE GDOT DETAIL S4

DEMO EXISTING SIDEWALK

INSTALL PERMANENT GRASSING

TIE INTO EXISTING

C&G

CONNECT TO EXISTING SIDEWALK

6' X 24" CURB AND GUTTER

SEE GDOT DETAIL

ADD CONCRETE

INVERT TO EXISTING

JUNCTION BOX

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

13-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

MAINLINE PLAN

Feet 0 15 30

1" = 30'

TERESA CASEY

1299 CAMERON CRK

BRENTWOOD LN

MILL AND PAVE

FULL DEPTH

SCUFFLEGRIT RD

STEPHENS FAMILY

IRREVOCABLE TRUST

1380 ALLGOOD RD

ALLGOOD RD

RICHARD AND LAURA W

EISS

1351 BRENTW

O

O

D LN

ALLGOOD RD

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

13-002

ALLGOOD AND SCUFFLEGRIT

9/19/22

PAVING PLAN

Feet 0 15 30

1" = 40'

N

E

W

S

EXIST. 60 L.F. 24' RCP EXIST. 16.5 L.F. 24' RCP

EX

IS

T.

J

U N

C

TI

O N

B O

X

TO

P

.7

7'

IN

V

IN

2.

' R C

P

IN

V

IN

2.

' R C

P

IN

V O

U T

.0 7'

' R

C P

A1

A3 A2

SW

C

B G

D O

T

ST

D

3D

TO

P

IN

V

IN

' R

C P

IN

V

IN

' R C

P

IN

V O

U T

EX

IS

T.

S

W C

B

IN

ST

AL

L M

AN

H

O

LE

TO

P

.3 7'

IN

V

IN

9.

' R

C P

IN

V

O U

T

.8

7'

' R C

P

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

22-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

DRAINAGE PROFILES

1" = 10'

2+75.75

TIE INTO EXISTING

CURB AND GUTTER

START STATIONING

AT RADIUS RETURN

-0 +0

1+

2+00

3+00

3+22

0+

0+

0+

0+

0+

0+

0+

0+

0+

1+

1+

1+30

1+40

1+50

1+60

1+70

1+80

1+90

2+10

2+20

2+30

2+40

2+50

2+60

2+70

2+80

2+90

3+10

3+20

0+

.8

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

23-000

ALLGOOD AND SCUFFLEGRIT

9/19/22

SECTIONS

Feet 0 15 30

0+00

0+10

0+20

0+30

0+40

0+50

0+60

0+70

0+80

NEW TP. 2 24IN Curb and Gutter

EXISTING Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

EXISTING Curb and Gutter EXISTING Asphalt

Tie New Curb into Existing Asphalt Elevation

12.6'

9.4'

5.7'

NEW TP. 2 24IN Curb and Gutter Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

Tie New Curb into Existing Curb

EXISTING Curb and Gutter EXISTING Asphalt

EXISTING Curb and Gutter

EXISTING Asphalt

EXISTING Curb and Gutter

EXISTING Asphalt

EXISTING Curb and GutterEXISTING Asphalt

EXISTING Curb and GutterEXISTING Asphalt

EXISTING Curb and GutterEXISTING Asphalt

EXISTING Curb and Gutter, Ties into New Curb and Gutter

EXISTING Asphalt

0+84.82

RADIUS RETURN

OF MEDIAN

NEW Median TP. 7 Curb

NEW Median Bricked

0.6'

1.8'

3.6'

7.6'

11.1'

17.0' 13.3'

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

23-001

ALLGOOD AND SCUFFLEGRIT

SECTIONS

0+90

1+00

1+10

1+20

1+30

1+40

1+50

1+60

1+70

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING AsphaltNEW Median TP. 7 Curb

NEW Median Bricked

17.0'

NEW Median TP. 7 Curb

NEW Median Bricked

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Asphalt

EXISTING Curb and Gutter

EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Set New EP Elevation Based on Exist. Slope

EXISTING Curb and Gutter

EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Set New EP Elevation Based on Exist. Slope

EXISTING Curb and Gutter

EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Set New EP Elevation Based on Exist. Slope

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Asphalt

EXISTING Curb and Gutter EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Asphalt

NEW Median TP. 7 Curb

NEW Median Bricked

NEW Median TP. 7 Curb

NEW Median Bricked

14.0'17.0'

17.0' 15.2'

16.3'17.0'

17.2'17.0'

18.9'

20.4'

21.7'

22.3'

21.3'

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

23-002

ALLGOOD AND SCUFFLEGRIT

1+80

1+90

2+00

2+10

2+20

2+30

2+40

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter EXISTING Asphalt

EXISTING Curb and Gutter EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING AsphaltNEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter EXISTING Asphalt

2+50 NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation EXISTING Curb and Gutter

EXISTING Asphalt

18.5'

16.1'

14.3'

13.2'

12.6'

12.7'

12.1'

10.5'

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

23-003

ALLGOOD AND SCUFFLEGRIT

2+60

2+70

2+75.75

TIE INTO EXISTING

CURB AND GUTTER

Tie New Curb into Existing Curb EXISTING Curb and Gutter, Ties into New Curb and Gutter

EXISTING Asphalt

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

NEW TP. 2 24IN Curb and Gutter

Tie New Curb into Existing Asphalt Elevation

EXISTING Curb and Gutter

EXISTING Curb and Gutter EXISTING Asphalt

EXISTING Curb and Gutter

EXISTING Asphalt

6.4'

2.4'

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

23-004

ALLGOOD AND SCUFFLEGRIT

TERESA CASEY

1299 CAMERON CRK

CLEAN AND CAMERA ALL

THE STORM DRAIN PIPES

WITHIN PROJECT LIMITS

SCUFFLEGRIT RD

STEPHENS FAMILY

IRREVOCABLE TRUST

1380 ALLGOOD RD

ALLGOOD RD

RICHARD AND LAURA W

EISS

1351 BRENTW

O

O

D LN

ALLGOOD RD

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

24-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

UTILITY PLAN

INSTALL THERMOPLASTIC

CONTINENTAL STYLE CROSSWALK

SEE MARIETTA STANDARD DETAIL

INSTALL THERMOPLASTIC

RIGHT TURN ARROW

GDOT std T-12a & T-12B

INSTALL THERMOPLASTIC

RIGHT AND LEFT TURN ARROW

GDOT std T-12a & T-12a

INSTALL YIELD SHARK TEETH

SEE CITY DETAIL

INSTALL THERMOPLASTIC

CONTINENTAL STYLE CROSSWALK

SEE MARIETTA STANDARD DETAIL

LLOYD TUCKER

1455 SCUFFLEGRIT RD

TERESA CASEY

1299 CAMERON CRK

INSTALL 5' YELLOW

THERMOPLASTIC STRIPING

GDOT std T-11a

INSTALL 5' DOUBLE YELLOW

THERMOPLASTIC STRIPING

GDOT std T-11a

INSTALL 5' WHITE

THERMOPLASTIC STRIPING

GDOT std T-11a

SCUFFLEGRIT RD

STEPHENS FAMILY

IRREVOCABLE TRUST

1380 ALLGOOD RD

ALLGOOD RD

RICHARD AND LAURA W

EISS

1351 BRENTW

O

O

D LN

ALLGOOD RD

REPLACE ALL RPMs IN LIMITS

Scale

Project

Date

Revision/Issue

Project Name and Address

No. Date

26-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

SIGNING & MARKING

Date

Revision/Issue

Project Name and Address

No. Date

40-001

ALLGOOD AND SCUFFLEGRIT

9/19/22

DETAILS

Install VoidCap 21A-VC-500 or equivalent and Caulk

10' OC

A

A

Section A-A

2:1 max 4:1 desirable

See Plan for Grass Strip

BB

Section B-B

Install VoidCap 21A-VC-500 or equivalent and Caulk

10' OC

2%

4'' CONC. SW

VoidCap 21A-VC-500 or equivalent and Caulk

10 FT O.C.

2% MAX

CROSSSLOPE

3 FT MIN WIDTH

5 FT DESIRABLE

6'' min.

1' desirable

4''

VoidCap 21A-VC-500 or equivalent and Caulk Around All Catchbasins

Extend GAB 6'' behind back of gutter

Date

Revision/Issue

Project Name and Address

No. Date

40-002

ALLGOOD AND SCUFFLEGRIT

9/19/22

DETAILS

Stop Bar

4' Minimum3' OC

6' to 8' Length

1' Width

CROSSWALK MARKINGS SHOULD BE LOCATED

SO THAT THE CURB RAMPS ARE WITHIN THE

EXTENSION OF THE CROSSWALK MARKINGS

SPACING AND ROTATION OF LINES

SELECTED TO AVOID WHEEL PATH

AT LOCATIONS CONTROLLED BY TRAFFIC

CONTROL SIGNALS OR ON APPROACHES

CONTROLLED BY STOP OR YIELD SIGNS,

CROSSWALK LINES SHOULD BE INSTALLED

WHERE ENGINEERING JUDGMENT INDICATES

THEY ARE NEEDED TO DIRECT PEDESTRIANS

TO THE PROPER CROSSING PATH(S).

CROSSWALK LINES, IF USED ON BOTH SIDES

OF THE CROSSWALK, SHOULD EXTEND

ACROSS THE FULL WIDTH OF PAVEMENT OR

TO THE EDGE OF THE INTERSECTING

CROSSWALK TO DISCOURAGE DIAGONAL

WALKING BETWEEN CROSSWALKS.

Date

Revision/Issue

Project Name and Address

No. Date

40-003

ALLGOOD AND SCUFFLEGRIT

DETAILS

Date

Revision/Issue

Project Name and Address

No. Date

40-004

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-005

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-006

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-007

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-008

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-009

ALLGOOD AND SCUFFLEGRIT

Date

Revision/Issue

Project Name and Address

No. Date

40-010

ALLGOOD AND SCUFFLEGRIT