gplot-v8 hephzibah c of g project department...

Brier

Creek

12

13

BURKE

6

5

Waynesboro

7

121 By

5

1

2

2

1

Shell Bluff

4

9

GEORGIAPOWER

14

Alexander

C OF G

McBean

10

1

RR

C

2

6

RR

6

Hephzibah

24

80

88

8023

121

56

24

5625

56Sp

23

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096-3467

2862 Buford Highway, Suite 200

A

PROFESSIONAL

ERN

EGINE

ERG

GOR

No. 028595

EGIST

IR

ED

E

P

AUL

D. COO

K

MIDPOINT COORDINATE

PROJECT

( N.T.S )

IN PROGRESS

STATION 143+25.00

MILES

DATE

TIA PROJECT

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

PLANS COMPLETED - -

REVISIONS

CENTRAL SAVANNAH DISTRICT RC

RC07-000005

1.392

0.000

1.392

FEDERAL ROUTE #

STATE ROUTE #

P.I. NO.

N/A

SR 56, SR 56 SPUR, SR 23

0012574

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

0.000

1.392

LENGTH OF PROJECT

PREPARED BY:

TRAFFIC A.D.T.:

TRAFFIC A.D.T.:

TRAFFIC D.H.V.:

DIRECTIONAL DIST:

SPEED DESIGN:

24 HR.TRUCKS %:

% TRUCKS:

DESIGN DATA:

line (McBean Creek) to SR 23 SR 56 from Richmond County/Burke County

LOCATION SKETCH

DESIGNED IN ENGLISH UNITS.

PROJECT DESIGNATION: TIA

COUNTY No. 033

CHIEF ENGINEER

7300 (2018)

13250 (2038)

3595

63 / 37

11.2 %

22.2 %

55 MPH

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

THE DEPARTMENT OF TRANSPORTATION.

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

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

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

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

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

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

NOTE :

APPROVAL DATE:

LOCATION & DESIGN

RURAL MINOR ARTERIAL

FUNCTIONAL CLASS:

100% IN CONG. DIST. NO. 012.

BURKE COUNTY AND IS

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 EAST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

RC07-000005

Project No.

01-

N: 1175518.7197

E: 723629.3356

COLUMBIA ENGINEERING

UNDER THE SUPERVISION OF:

APPROVAL BY:

RECOMMENDED FOR

STATE TIA ADMINISTRATOR

Paul D. Cook, P.E.

BURKE

001

TS A TE

OG

FE

O

RGIA

17

76

CONSTIT

UTI

O

N

JU

STI

CE

OM

DER

ATIO

N

DO

M

WIS

1000 2000

SCALE IN FEET

0 500

0012574

SR 56

SR 2

3

COLLIN

S

RD

SR 56 S

PUR

170+00

175+00

180+00

185+00

100+00

105+00

110+00

115+00

120+00

125+00

130+00

135+00

140+00

145+00

150+00

155+00

160+00

165+00

SR 23 C/L STA 210+00.00

SR 56 C/L STA 112+41.00 =

COLLINS RD STA 230+00.00

SR 56 C/L STA 123+11.59 =

TIE TO EXISTING


LIMIT OF CONSTRUCTION

TIE TO EXISTING

SR 56 SPUR STA 255+64.40


SR 56 SPUR C/L STA 250+00.00

SR 56 C/L STA. 177+29.35 =

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GRWCOV

CONCOV

07/31/2015

P.I. No.

DRAWING No.

ESA-HISTORICAL BOUNDARY

ESA-STREAM #1 BUFFER

#3 BUFFER

ESA-OPEN WATER

ESA-WETLAND #2

ESA-WETLAND #4

TIE TO EXISTING

SR 23 STA 215+29.00


E: 721398.4293

N: 1171623.2707

M.P. 34.25

STA 106+50.00 SR 56

BEGIN PROJECT PI:0012574

E: 723386.3728

N: 1179099.9558

M.P. 35.64

STA 180+00.00 SR 56

END PROJECT PI:0012574

MILEPOST 35

ESA-WETLAND #6 ESA-WETLAND #5

ESA-STREAM #7 BUFFER

1

10

8 11

13

14

2

3

4

5

7

6

9

12

8

RICHMOND COUNTY

BURKE COUNTY

HATCHERS BRANCH

GMD #124GMD #67

GMD #67

GMD #124

RICHMOND COUNTY

COUNTY

BURKE

APPROXIMATE LOCATION OF USTS

DESCRIPTIONDESCRIPTION

INDEX

02-001

DRAWING NO. DRAWING NO.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


56-001 to 56-009

55-001

54-001 to 54-030

53-001 to 53-007

52-001 to 52-006

51-001 to 51-004

50-001

41-001 to 41-032

40-001 to 40-034

27-000 to 27-002

26-001 to 26-010

24-000 to 24-006

23-001 to 23-044

22-001 to 22-003

21-001 to 21-007

19-000 to 19-089

17-001 to 17-003

16-001 to 16-003

15-001 to 15-006

13-001 to 13-006

10-001 to 10-002

8-001

7-001

6-001 to 6-007

5-001 to 5-004

4-001 to 4-004

3-001

2-001 to 2-002

1-001 GEORGIA CONSTRUCTION DETAILS (CONTINUED)

GEORGIA STANDARDS

GEORGIA CONSTRUCTION DETAILS

Erosion Control Construction Standards and Details (NOT INCLUDED)

Watershed Map / Site Monitoring Location

BMP Location Details

Erosion Control Drainage Area Map

Erosion Control Legend and Uniform Code Sheet

ESPC General Notes

Erosion Control Cover Sheet

Georgia Standards (NOT INCLUDED)

Construction Details (NOT INCLUDED)

Signal Plans

Signing and Marking Plans

Utility Plans

Cross Sections

Drainage Profiles

Drainage Area Map

Construction Staging Plans and Cross Sections

Driveway Profile

Crossroad Profile

Mainline Roadway Profile

Mainline Plan

Traffic Diagram

Quantities Construction

Quantities Amendment

Summary Quantities

Typical Sections

General Notes

Revision Summary

Index

Cover

REVISION DATES

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SR 56 FROM BURKE COUNTY LINE TO SR 23

0012574

TAPERS, SIGNS, AND MARKINGS FOR PASSING LANES (3/2006) 9121

TRAFFIC CONTROL DETAIL TYPICAL BY-PASS DETOUR FOR 2-LANE HIGHWAY (3/2006) 9108

TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAY (3/2006) 9102

TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS (3/2006) 9100

MILEPOSTS (3/2006) 9033

9031T ISOMETRIC VIEWS OF SIDE ROAD OR DRIVE FLARE DETAIL AT BRIDGE ENDS (8/1995)

9031N CHAIN-LINK WIRE FENCE (8/1985)

DETAIL OF TURNOUTS - RURAL (10/1987)

9031H DETAIL FOR PLUGGING DRILLED WELL, STATIONING OF CONCRETE PAVEMENT, CONCRETE SLAB WELL COVER,

9030C DELINEATORS & OBJECT MARKERS AND ALTERNATE POST (4/2006)

9029B PERFORATED UNDERDRAIN (8/1983)

9003 FEDERAL AID AND STATE PROJECT MARKERS; RIGHT OF WAY MARKERS; COUNTY LINE MARKER (4/2006)

4962 TEMPORARY TRAFFIC IMPACT ATTENUATOR - SAND LOADED MODULES (5/1999)

4961 DETAILS OF PRECAST TEMPORARY BARRIER (9/2006)

4960 CONCRETE BARRIER - TEMPORARY (END TREATMENT OPTIONS) (5/2007)

ROADWAY) 31 INCH GUARDRAIL HEIGHT (8/2011)

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

4384 TYPE 12 31 INCH GUARDRAIL HEIGHT (8/2011)

4383 GUARDRAIL ANCHORAGE TYPE I 31 INCH GUARDRAIL HEIGHT (8/2011)

4381 POSTS AND OFFSET BLOCKS FOR "W" & "T" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT (8/2011)

4380 "W" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT (8/2011)

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

4040B GUARDRAIL ANCHORAGE WITHOUT FLARE (ALTERNATE B) (5/1997)

4040A GUARDRAIL ANCHORAGE WITHOUT FLARE (ALTERNATE A) (5/1997)

COMPOSITE BLOCK (12/2001)

4011A POST AND OFFSET BLOCKS FOR "W" AND "T" BEAM GUARDRAIL (REPLACES STANDARDS 4011 & 4271) - ADDED

4000W GUARDRAIL WARRANT GUIDES (4/2015)

BAR BENDING DETAILS (8/1969) 3901

SQUARE PRESTRESSED CONCRETE PILES (2/1984) 3215

END POST AND END POST GUARDRAIL ATTACHMENT DETAIL (9/2002) 3054

INLET HEADWALL - OUTLET HEADWALL (10/1999) 1125

MAINLINE (SHEET 1 OF 3) (1/2005)

SAFETY END SECTION (CONCRETE) (FOR SIDE DRAIN PIPE OR STORM DRAIN PIPE PARALLEL TO 1122-3


SAFETY END SECTION (METAL) (FOR SIDE DRAIN PIPE OR STORM DRAIN PIPE PARALLEL TO 1122-2


1122-1 SAFETY END SECTION (METAL) (FOR SIDE DRAIN PIPE OR STORM DRAIN PIPE PARALLEL TO

1120 FLARED END SECTIONS FOR PIPES (6/2006)

T15A DETAILS OF RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY (6/2015)

T14 DETAILS OF PAVEMENT MARKING HATCHING (11/2008)

T13A DETAILS OF PAVEMENT MARKING WORDS (SHEET 1 OF 2) (1/2000)

T12B DETAILS OF PAVEMENT MARKINGS - ARROWS (4/2000)

T12A DETAILS OF PAVEMENT MARKING ARROW LOCATION (1/2000)

T11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY (1/2000)

T09B DETAILS OF TRUCK RESTRICTION SIGNS (2/2000)

T06 DETAILS OF OVERHEAD SIGNS (1/2000)

T05B DETAILS OF REGULATORY SIGNS (SHEET 2 OF 2) (1/2000)

T05A DETAILS OF REGULATORY SIGNS (SHEET 1 OF 2) (1/2003)

T04 DETAILS OF CARDINAL DIRECTION SIGNS (1/2000)

T03C DETAILS OF STRAIN POLE ERECTION FOR OVERHEAD SIGNS (1/2000)

T03B DETAILS OF SQUARE TUBE POST (BREAKAWAY SUPPORT) (7/2002)

TO3A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL (7/2002)

T02 DETAILS FOR TYPICAL FRAMING (3/2000)

T01 SIGN PLATES (1/2000)

S-7 SERRATED SLOPE DETAIL / BENCHING DETAIL (6/2009)

INTERSTATES AND FREEWAYS) (9/2002)

S-4A CONSTRUCTION DETAILS SHOULDER PAVING AND SURFACING UNDER GUARDRAIL (4 LANES OTHER THAN

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

F-2 GATE DETAILS FOR CHAIN LINK & WOVEN WIRE FENCE (7/2011)

F-1 WOVEN WIRE FENCE (3/1988)

D-15 TYPICAL SKEWED CULVERT ENDS (12/1983)

D-10 4" CONCRETE DITCH PAVING DETAILS & QUANTITIES (1/1988)

TS 08 UTILITY CLEARANCE DETAIL (4/2010)

TS 07 GROUNDING DETAILS FOR TRAFFIC SIGNAL SUPPORT STRUCTURES (4/2010)

TS 06 DETAILS OF STRAIN POLE AND MAST ARM FOUNDATIONS (4/2010)

TS 05 DETAILS OF CONCRETE POLES (4/2010)

TS 04 DETAILS OF METAL TRAFFIC SIGNAL SUPPORT STRUCTURES (4/2010)

TS 03A PEDESTRIAN FACILITIES INSTALLATION DETAILS (4/2010)

TS 03 CABINET BASE DETAIL (4/2010)

TS 02 PULLBOX ASSEMBLY AND INSTALLATION (4/2010)

TS 01 INDUCTIVE-LOOP DETECTOR INSTALLATION (4/2010)

T24 DETAILS OF CENTERLINE RUMBLE STRIPS (1/2005)

T15C DETAILS OF RAISED PAVEMENT MARKERS (9/2011)

DESCRIPTIONDESCRIPTION

INDEX

02-002

DRAWING NO. DRAWING NO.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


EROSION CONTROL CONSTRUCTION STANDARDS AND DETAILS

EROSION CONTROL LEGEND

D-42 INLET SEDIMENT TRAPS (5/2008)

D-41 CONSTRUCTION EXIT (1/2011)

D-35 PERMANENT SOIL REINFORCING MAT (TURF REINFORCING MAT) INSTALLATION ON DITCHES (1/2011)

D-25 EROSION CONTROL CHECK DAMS (5/1993)

D-24D TEMPORARY SILT FENCE FABRIC CHECK DAM (SHEET 4 OF 4) (7/2015)

D-24C TEMPORARY SILT FENCE J-HOOKS, INLET SEDIMENT TRAPS (SHEET 3 OF 4) (1/2011)

D-24B TEMPORARY SILT FENCE BERM DITCH, INSTALLATION, BRUSH BARRIER (SHEET 2 OF 4) (1/2011)

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

D-20 SILT CONTROL GATES FOR STRUCTURES TYPE - 1, 2, AND 3 (1/2011)

EC-L6 Erosion Control Legend and Uniform Code Sheet (Sheet 6 of 6) (1/2013)






REVISION DATES

2/18/2016

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VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

REVISION

REVISION SUMMARY

03-001

DRAWING NO.DATE DATE DRAWING NO. REVISION

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

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0012574_03-001.dgn

2:43:47 PM

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

GENERAL NOTES

04-001 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


COMMERCIAL - DRIVEWAY CONCRETE, 8" THICK

CONCRETE - RESIDENTIAL - DRIVEWAY CONCRETE, 6" THICK

6-INCH GRADED AGGREGATE BASE

INCLUDING BITUMINOUS MATERIAL AND HYDRATED LIME

220 LB/SY RECUCLED ASPHALTIC CONCRETE, 19mm SUPERPAVE, GP 1 OR 2,

INCLUDING BITUMINOUS MATERIAL AND HYDRATED LIME

ASPHALT - 165 LB/SY RECUCLED ASPHALTIC CONCRETE, 12.5mm SUPERPAVE, GP 2 ONLY,

OTHERWISE IN THE PLANS. DRIVES SHALL BE CONSTRUCTED UING:

WISE IN THE PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED

RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHER-

THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS OR AS LOCATED IN THE PLANS.

AVAILABLE DATA. THE CONTRACTOR SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH

DIRT/EARTH DRIVES. DRIVEWAY RELOCATIONS ARE SHOWN FROM THE BEST

I.E. ASPHALT FOR ASLPHALT, CONCRETE FOR CONCRETE, AND ASPHALT FOR

1. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE REPLACED IN KIND

SHALL BE INCLUDED IN THE BID PRICE FOR OTHER ITEMS.

BE PLUGGED WITH CLASS "B" CONCRETE. THE COST OF THE CLASS "B" CONCRETE FOR THIS PURPOSE

ALL EXISTING CONCRETE OR STEEL PIPES THAT ARE TO BE ABANDONED AND LEFT IN PLACE SHALL

BY THE ENGINEER. PIPE REMOVAL SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR THE PROJECT.

2. ALL EXISTING PIPE SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED

FOR THE PROJECT.

STRUCTURES. ALL COSTS ASSOCIATED WITH SUCH REMOVALS SHALL BE INCLUDED IN THE OVERALL BID PRICE

3. NO SEPARATE PAYMENT SHALL BE MADE FOR THE REMOVAL OF ANY REQUIRED TEMPORARY PIPE OR DRAINAGE

THE DISTURBED AREA IS 15.17 ACRES.

4. A NOTICE OF INTENT (NOI) FOR STORM WATER DISCHARGE WILL BE REQUIRED FOR THIS PROJECT.

SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN OVERALL BID PRICE OF PROJECT.

JOINT SHALL BE PLACED TO PROVIDE A NEAT LINE FOR THE CONSTRUCTION JOINT. THE COST OF ASPHALT

5. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT, A SAWED

TESTING PRIOR TO CONSTRUCTION TO EVALUATE THE NEED FOR CRACK SURVEYS AND VIBRATION MONITORING.

6. THE PROJECT ENGINEER SHALL CONTACT THE GEOTECHNICAL ENGINEER AT OFFICE OF MATERIALS AND

SPECIFICATIONS AND SUPPLEMENTS THERETO FOR ADDITIONAL INFORMATION.

A PERMITTED INERT WASTE LANDFILL OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE STANDARD

OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A PERMITTED SOLID WASTE FACILITY,

CONSTRUCTION ACTIVITIES OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED OF

7. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE ENVIRONMENTALLY APPROVED PRIOR TO

EXISTING CONSTRUCTION DEBRIS AT NO ADDITIONAL COST TO THE DEPARTMENT.

LIMITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE TO DISPOSE OF THE

9. THERE IS NO SUITABLE PLACE TO BURY THE EXISTING CONSTRUCTION DEBRIS WITHIN THE PROJECT’S

UTILITIES ARE TO BE RELOCATED TO, EXCLUDING ENVIRONMENTALLY SENSITIVE AREAS (ESA).

10. CONTRACTOR IS TO CLEAR RIGHT OF WAY, TEMPORARY AND PERMANENT EASEMENTS, FULL WIDTH, WHERE

PERFORATED UNDERDRAIN

PERMANENT SLOPE DRAIN

SIDE DRAIN

ADT > 250

ADT < 250

PLASTICC

O

N

C

R

E

T

E

C

R

O

S

S

D

R

A

S

T

O

R

M

D

R

A

Pipe Culvert Material Alternates

For Coastal Plain Region

ADT < 250

NOTES:

1.

2.

3.

Allowable materials are indicated by an "X".

> 10%

GRADE

TRAVEL BEARING

INTERSTATE AND

LONGITUDINAL

INSTALLATION

TYPE OF PIPE

AASHTO M-36

CORRUGATED STEEL

COATED

ZINC

PLAIN

ALUMINUM

UNCOATED

PLAIN

X X X

X X X

X X X

X X X

X X

X X

X X X

X X X X X

X X X X X

X

X

X

X

X

X

X

X

X

ASTM F-949

INTERIOR

SMOOTH

CORRUGATED

(PVC)

CHLORIDE

POLY VINYL

X ADT > 15,000

< 15,000

1,500 < ADT

< 1,500

250 < ADT

< 10%

GRADE

X

4.

pipes (AASHTO M-294, HDPE pipe; AASHTO M-304, PVC pipe; ASTM F-949, PVC pipe)

Graded aggregate backfill shall be used in cross drain applications for all plastic

1030-D or 1030-P, whichever is applicable, and the Standard Specifications.

Structural requirements of storm drain pipe will be in accordance with Georgia Standard

material other than concrete is selected.

The Contractor shall provide additional storm sewer capacity calculations if a pipe

I

N

I

N

M-196

AASHTO

ALUMINUM

CORRUGATED

NON-TRAVEL BEARING

NON-INTERSTATE AND

LONGITUDINAL

STEEL

CORR.

(TYPE 2)

COATED

ALUMINUM

M-252

AASHTO

ETHYLENE

POLY-

CORR.

TYPE "S"

M-294

AASHTO

LINED

SMOOTHED

ETHYLENE

CORR. POLY-

M-304

AASHTO

WALL

PROFILE

(PVC)

CHLORIDE

POLY VINYL

5.

or within five feet of an MSE wall face shall be Class V Concrete Pipe.

Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill,

6.

Rev. 03-22-10

above to determine allowable pipe materials.

Project specified pH and Resistivity values are entered into the respective boxes

X X

X

X

XX

X X X

X

X X X

12" UNDER ALL OTHER BOX CULVERTS AND 48" OR LARGER CROSS DRAINS IN PROJECT CORRIDOR.

12" UNDER TRIPLE 48" RCP (STA 146+69); 12" UNDER 48" RCP (STA 152+48);

TYPE II FOUNDATION BACKFILL MATERIAL:

8. AS RECOMMENDED BY THE SOIL SURVEY REPORT, THE FOLLOWING CULVERTS REQUIRE A BLANKET OF

ACTIVITIES FOR PARCEL 2 MUST BE DISPOSED OF AT A PERMITTED LINED MUNICIPAL SOLID WASTE LANDFILL.

11. PARCEL 2 HAS USTS WITH MINIMAL CONTAMINATION. ANY CONTAMINATED SOIL EXCAVATED DURING CONSTRUCTION

TOTAL DISTURBED AREA = 15.17 ACRES

TOTAL PROJECT AREA = 29.99 ACRES

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_04-001.dgn

2:43:49 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


GENERAL NOTES

04-002

THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

UTILITY OWNER SERVICE CONTACT NUMBERS SHEET NUMBERS

ATT/D TELECOM TELECOM 770-784-3972

COMCAST CABLEVISION TELECOM 706-739-1846

PLANTERS EMC ELEC 478-982-4722 x252

24-001 to 24-006

24-001

24-001 to 24-006

0012574


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_04-002.dgn

2:43:51 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


GENERAL NOTES

04-003

ENVIRONMENTAL RESOURCES IMPACT TABLE

BEGINNING STA ENDING STA SIDE

THESE RESOURCES AND THE RESTRICTIONS LISTED ARE GOVERNED BY STATE AND FEDERAL LAW.

LOCATION

NON-BUFFERED STATE WATER (NBSW) A

OPEN WATER 3 BUFFER

EXEMPT NA

WETLAND 2

WETLAND 4

WETLAND 5

WETLAND 6

OPEN WATER 3

404 PERMITS AND VARIANCES

NPDES

INDIVIDUAL 404 WETLANDS PERMIT

STREAM BUFFER VARIANCE

EXPIRATION DATES (IF APPLICABLE) CONTACT GDOT OES 6 MONTHS PRIOR TO EXPIRATION, IF WORK WILL EXTEND BEYOND THIS DATE.

WILL BE ACQUIRED FOLLOWING LETTING PROJECT

WETLAND 6

INTERMITTENT STREAM 7

INTERMITTENT STREAM 7 BUFFER

RT

LT

LT

LT

RT

LT

LT

LT

137+60 139+92

142+05 149+70

150+07141+61

147+29 152+29

149+80 164+43

164+71149+48

251+09 (SPUR 56) 257+83 (SPUR 56)

178+37 182+33

170+42 182+76

250+89 (SPUR 56) 257+33 (SPUR 56)

253+01 (SPUR 56) 253+30 (SPUR 56)

252+75 (SPUR 56) 253+57 (SPUR 56)

NA

NA

NA

NA

NA

NA

ANTICIPATED JULY 2016

ANTICIPATED AUGUST 2016

LT & RT

LT & RT

LT & RT

LT & RT

NA

NA

NA

NA

NAINTERMITTENT STREAM 1

INTERMITTENT STREAM 1 BUFFER

NO ACTIVITY

NO ACTIVITY

NO ACTIVITY

NO ACTIVITY

NO ACTIVITY

NO ACTIVITY

(from Section A of the ECT)

RESOURCE NAME

(from Section A of the ECT)

PERMITTED CONSTRUCTION ACTIVITY

(from Section B of the ECT)

SPECIAL PROVISION?

(from Section C of the ECT, comments only)

COMMENTS

NO ACTIVITY

PROPOSED CULVERT ARE EXEMPT

ACTIVITIES WITHIN 50 FEET OF THE

PROPOSED CULVERT ARE EXEMPT

ACTIVITIES WITHIN 50 FEET OF THE

OF BANK ARMOR IMPACT

135 FEET OF PIPE IMPACT AND 24 FEET

0.02 ACRE FILL AND 0.02 ACRE CLEARING

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

PARCEL 2 (HAZMAT, UST SITE) NA DISPOSED OF AT A PERMITTED, LINED MUNICIPAL SOLID WASTE LANDFILL.

IF PETROLEUM IMPACTED SOILS ARE ENCOUNTERED, THESE MATERIALS SHOULD BE

212+80 (SR 23)

110+74 (SR 56)

213+12 (SR 23)

111+00 (SR 56)

RT

RTANY ACTIVITY MUST FOLLOW HAZMAT PROTECTION MEASURES

0012574


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_04-003.dgn

2:43:53 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


GENERAL NOTES

04-004

SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA STANDARD

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

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

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

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

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

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

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

GDOT SPECIFICATIONS.

UNLESS OTHERWISE NOTED. ALL STRIPING SHOULD BE INSTALLED PER

5. ALL STRIPING, DIRECTIONAL ARROWS, ETC., SHALL BE THERMOPLASTIC,

PLASTIC.

6. ALL STRIPING ON BRIDGE AND APPROACH SLABS SHALL BE 8" PREFORMED

INCH DIAMETER, DRILLED OR PUNCHES, 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

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

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

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

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

TYPICAL FRAMING DETAILS.

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

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

FOR ADDITIONAL INFORMATION ON BREAK AWAY FOOTING DESIGN.

10. TYPE 8 POST SHALL BE INSTALLED WITH A BREAK AWAY FOOTING. SEE DETAIL

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

11. TYPE 3 (HIGH INTENSITY) REFLECTING SHEETING SHALL BE USED FOR

BE USED FOR ALL OTHER WARNING SIGNS.

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

WITHIN AN ASSEMBLY.

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

SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

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

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

MISCELLANEOUS SIGNS.

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

OR ARE CONTRARY TO THESE SIGN PLANS.

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

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

PEDESTRIAN SIGNALS ARE OPERATIONAL.

19. CROSSWALK SHALL NOT BE INSTALLED AT SIGNALIZED INTERSECTIONS UNTIL

GENERAL NOTES - STANDARD SIGNS GENERAL NOTES - TRAFFIC SIGNALS

EDITION.

PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CURRENT

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL APPROPRIATE

BETWEEN CENTERS OF SIGNAL FACES.

ROAD SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY

MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL HEADS TO TOP OF

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET BUT NO

CONTROL CABINET.

DETAIL SHEET, DETECTORS SHALL HAVE SEPERATE LEAD-INS TO THE

3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON THE

SHOWN ON THE PLANS.

MAINTAINED. PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS

UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE

LOCATION OF NEW SIGNAL POLES, ARE ACCEPTABLE TO AVOID UNDERGROUND

OF THE ENGINEER, MINOR SHIFTS, (UP TO A MAXIMUM OF 5 FEET), IN

NEW TRAFFIC SIGNAL POLES BEFORE INSTALLATION. AT THE DISCRETION

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN VICINITY OF

OPERATION TO BE INOPERABLE.

AT NO TIME SHALL THE CONTRACTOR CAUSE ANY PART OF THE SIGNAL

INTERIM PERIOD THROUGH INSTALLATION OF NEW SIGNAL EQUIPMENT.

SUPPORT POLE LOCATIONS(S) REQUIRED BY THE PROJECT DURING THE

SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING TEMPORARY

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC

5. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

CABLE TO THE POLES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING

ENGINEER PRIOR TO FINAL ACCEPTANCE.

7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE DISTRICT TRAFFIC

POLE AND MAST ARM POLE FOUNDATION SHEET.

9. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE STRAIN

OUTLINED IN THE DOT SPECIFICATION.

INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES

10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

CENTRAL SITES, NOTED PRIOR TO FINAL ACCEPTANCE.

30316. CLOSED LOOP SYSTEM DEMONSTRATION IS REQUIRED AT BOTH

FACILITIES, 935 E. CONFEDERATE AVENUE BLDG. 5 ATLANTA, GEORGIA

SECTION, AND THE DOT OFFICE OF TRAFFIC SIGNAL ELECTRICAL

LOCATED AT BOTH THE LOCAL DOT DISTRICT OFFICE, TRAFFIC ENGINEERING

MONITORING OVER TELEPHONE LINES FROM EXISTING CENTRAL COMPUTERS

11. THE INSTALLATIONS SHALL BE CAPABLE OF "CLOSED LOOP" ISOLATED

GDOT STANDARDS.

REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE WITH CURRENT

12. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT ARE NOT

UTILITIES.

REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE FROM EXISTING

HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO PROVIDE

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL ATTACHMENT

13. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

14. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT RAMPS

SIGNALS. CONTRACTOR TO COORDINATE LOCATION OF ALL JOINT USE POLES.

ATTACHMENT TO UTILITY COMPANIES PROVIDING JOINT USE POLES FOR TRAFFIC

15. CONTRACTOR TO PROVIDE ATTACHMENT HEIGHT, LOADING, AND ANGLE OF

SHEETING BACKGROUNDS OF THE APPROPRIATE COLOR.

THE SCHOOL ZONE SIGNING SHALL HAVE TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE

SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF

(W11-2 AND W11A-2) SIGNS. SIGNS WITHIN THE SAME ASSEMBLY AS THE SCHOOL ZONE

OF THE S5-1) SIGNS, BICYCLE CROSSING (W11-1) SIGNS, AND PEDESTRIAN CROSSING

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

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

RED SERIES SIGNS (R1-1, R1-2, R1-3A, R1-4A, R5-1, R5-1A).

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

ENGINEER 24 HOURS IN ADVANCE AT (xxx) xxx - xxxx.

OPERATIONS DISTRICT SIGNAL SHOP. CONTACT THE DISTRICT SIGNAL

THE CONTRACTOR TO THE DEPARTMENT OF TRANSPORTATION OFFICE OF TRAFFIC

8. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DELIVERED AND UNLOADED BY

0012574


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_04-004.dgn

2:43:55 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

TYPICAL SECTIONS

05-001 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


A

B

C

D

E

F

L

M

N

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_05-001.dgn

2:43:57 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


5

SCALE IN FEET

0 10 20

B

C

E

Profile Grade

CL

23’-0"

2% 2%

11’-0"11’-0"12’-0"

Travel Lane Travel Lane Travel LaneTravel Lane

8’-0"

2’-0"

4:1

8’-0"

2’-0"

4:1

4’-0"12’-0"

2:1

MAX

A

6%6%

0’-0" to 24’-0"

Varies

Existing Travel Lanes

24’-1" to 44’-6"

Varies

0’-0" to 6’-0" 0’-0" to 6’-0"

Varies Varies

Varies

11’-0" to 35’-0"

0’-0" to 24’-3"

Varies

0’-0" to 25’-0"

Varies

BN A LM M A

B

C

E

N2:

1 MAX

TYPICAL SECTION #1

TYPICAL SECTION #2

SUPERELEVATED

SR 56, STA 169+32.00 to 179+50.00

SR 56, STA 107+00.00 to 140+00.00

TANGENT SECTION

Varies 0’-0" to 12’-0"

4:12:

1 MAX

8’-0"

2’-0"

4’-0"12’-0"

Profile Grade

NA

B

C

E

4:1

2:1

MAX

6%

N

8’-0"

2’-0"

M

CL

12’-0"

Travel Lane Travel Lane 2’-0" to 8’-0" 2’-0" to 6’-0"

Varies Varies

Varies 4’-0" to 14’-0"

11’-0" to 12’-0"

Varies

Travel LaneTravel Lane

12’-0" to 24’-0"

Varies

Varies

23’-0" to 36’-0"

11’-0" to 12’-0"

Varies

23’-0" to 24’-0"

Varies

LA

B


24’-0" to 60’-9"

Varies

0’-0" to 18’-1"

Varies

0’-0" to 7’-10"

Varies

SE

SE

D

HYDRATED LIME (220 LBS/SY)

GP 1 OR 2, INCLUDING BITUMINOUS MATERIAL AND

RECYCLED ASPHALTIC CONCRETE 19 mm SUPERPAVE,

GRADED AGGREGATE BASE (12.0" THICK)


MATERIAL & HYDRATED LIME, AS REQUIRED

RECYCLED ASPH CONC LEVELING, INCLUDING BITUMINOUS

SAFETY EDGE TREATMENT, SEE GDOT STD DETAIL P-7

PAVEMENT REINFORCEMENT FABRIC, 18" WIDTH








GP 2 ONLY, INCLUDING BITUMINOUS MATERIAL AND

RECYCLED ASPHALTIC CONCRETE 12.5 mm SUPERPAVE,

SUPERELEVATED ROADWAY NOT TO EXCEED 8%.

3. SHOULDER BREAKOVER AT THE HIGH SIDE OF

AND TRANSITIONS.

2. SEE ROADWAY PLANS FOR SUPERELEVATION RATES

RESPECT TO THE PROPOSED CENTERLINE.

1. LOCATION OF EXISTING PAVEMENT VARIES WITH

NOTE:

TO A NEAT LINE (TYP)

PAVED SHOULDER

REMOVE EXIST.

*6%

*See Note 3

D

TYPICAL SECTIONS

05-002 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


A

B

C

D

E

F

L

M

N

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_05-002.dgn

2:43:59 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


5

SCALE IN FEET

0 10 20

TYPICAL SECTION #3

TYPICAL SECTION #4

SUPERELEVATED

SR 56, STA 140+00.00 to 169+32.00

TANGENT SECTION

4:1

2:1

MAX

4:1

2:1

MAX

6%

4:12:

1 MAX

4:12:

1 MAX

6%

CL

23’-0"

11’-0"11’-0"12’-0"


8’-0"

2’-0"

8’-0"

2’-0"

4’-0"12’-0"

Profile Grade

2’-0"2’-0"

12’-0"

23’-0"

Flush

4’-0"

CL

23’-0"

11’-0"11’-0"12’-0"


8’-0"

2’-0"

8’-0"

2’-0"

4’-0"12’-0"

2’-0"2’-0"

12’-0"

23’-0"

Flush

4’-0"

Profile Grade

6%


23’-1" to 33’-0"

Varies

0’-0" to 26’-0"

Varies

0’-0" to 30’-0"

Varies

B

C

E

ANA

B

C

E

N


0’-0" to 27’-3"

Varies

0’-0" to 41’-8"

Varies

NB

C

E

A

A

B

C

E

N

2% 2%

SE

SE





















AND TRANSITIONS.




NOTE:

*6%

*See Note 3

23’-1" to 33’-0"

Varies

TYPICAL SECTIONS

05-003 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


A

B

C

D

E

F

L

M

N

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_05-003.dgn

2:44:01 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


5

SCALE IN FEET

0 10 20

2:1

MAX

4:1

6%

Profile Grade

12’-0" 4’-0"8’-0"

Travel Lane

2% 2%

4:1

6%

2’-0"

8’-0"

2’-0"

CL

Travel Lane


N

A

B

C

F

M

2:1

MAX

TYPICAL SECTION #5

SR 23, COLLINS ROAD, SR 56 SPUR

TANGENT SECTION



















Varies 10’-6" to 12’-8"Varies 10’-4" to 13’-1"

19’-0" to 19’-1"

Varies

N

0’-0" to 0’-9"Varies

TYPICAL SECTION #6

SUPERELEVATED

6%

2:1

MAX

4:1

12’-0" 4’-0"8’-0"

Travel Lane

2’-0"

8’-0"

2’-0"

CL

Travel Lane

Varies 12’-0" to 12’-4"Varies 11’-3" to 24’-0"

Profile Grade

4:12:

1 MAX

N

A

B

C

F


SESE

19’-7" to 31’-11"

Varies

0’-0" to 13’-5"Varies

0’-0" to 14’-1"Varies

N

M

A

L

A

L



AND TRANSITIONS.




NOTE:

*6%

*See Note 3

TO A NEAT LINE (TYP)

PAVED SHOULDER

REMOVE EXIST.

A

B

C

F

A

B

C

F

0’-0" to 14’-1"Varies

TYPICAL SECTIONS

05-004 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


SEE PLAN FOR LOCATION

Shoulder Pav.

( If Req’d. )

"A" + 9’

"A" + 2’

"A"

Normal Shoulder

Roadway

To Face of Guardrail

Shoulder Graded for Type 12 Anchorage

TYPICAL SHOULDER DETAIL FOR GUARDRAIL

Shoulder Graded for Guardrail

"A" + 5’-6" Typical

Behind guardrail

2: 1 Maximum

Type 12 Anchorage

Desirable behind

4: 1 Or Flatter

3:1 Maximum

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_05-004.dgn

2:44:03 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


5

SCALE IN FEET

0 10 20

ALLOWABLE RANGES TABLE

FOR THIS PROJECT, CROSS SLOPES THAT ARE ADJUSTED TO "BEST FIT"

EXISTING PAVEMENT SLOPES ARE SUBJECT TO THE FOLLOWING LIMITS:

A. NORMAL CROWN

B. SUPERELEVATION RATE

S.E. RATE SHOWN ON PLANS OR SE RATE EXISTING IN FIELD,

WHICHEVER IS GREATER.

C. SUPERELEVATION TRANSITION LENGTH (LENGTH FROM FLAT POINT TO FULL SE)

MINIMUM 1:150 0.67%

DESIRABLE 1:200 0.50%

MAXIMUM 1:300 0.33%

LENGTH SHALL BE SET TO AVOID CREATING A FLAT GUTTER GRADE

ON LOW SIDE AND TO AVOID FLAT CROSS SLOPES AT OR NEAR THE

LOW POINT OF VERTICAL CURVES.

D. POSITIONING OF SUPERELEVATION TRANSITION LENGTH ON SIMPLE CURVES

50% OF TRANSITION INSIDE CURVE - MAXIMUM

33% OF TRANSITION INSIDE CURVE - DESIRABLE

20% OF TRANSITION INSIDE CURVE - MINIMUM

NOTE: CROWN WIPE-OUT SHALL BE AT THE SAME RATE AS THE SE TRANSITION.

E. SMOOTHING OF BREAKS IN EDGE PROFILE AT BEGIN AND END OF TRANSITION

SHALL BE ACCOMPLISHED BY VERTICAL CURVE WITH A MINIMUM LENGTH

(IN FEET) EQUAL TO THE SPEED DESIGN (IN MPH).

SECTION WITH GRADES SECTION WITH GRADES

0.5% OR GREATER LESS THAN 0.5%

0.0150 FT/FT - MINIMUM 0.0156 FT/FT - MINIMUM

0.0208 FT/FT - DESIRABLE 0.0208 FT/FT - DESIRABLE

0.0250 FT/FT - MAXIMUM 0.0300 FT/FT - MAXIMUM

RATE OF CORRESPONDING DIFFERENCE IN

CHANGE GRADE BETWEEN PIVOT POINT

AND EDGE OF PAVEMENT

GABEXISTING

GAB

EXISTING

MIN.

SURFACE MIX

ASPHALTIC CONCRETE 19 mm SUPERPAVE


SURFACE MIX


ASPHALTIC CONCRETE, 25 mm SUPERPAVE

1’ - 0"

TWO INCHES OR MORE OF ASPHALTIC CONCRETE

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

LESS THAN TWO INCHES OF ASPHALTIC CONCRETE

EXISTING PAVEMENT IS TO BE RESURFACED WITH

TYPICAL SECTION DETAIL TO BE USED WHEN

ON JOINT

CENTERED

FABRIC DETAIL

PAVEMENT REINFORCEMENT

THIS LAYER

JOINT ONE FOOT

STAGGER VERTICALCENTERED ON JOINT

PAVEMENT REINFORCEMENT FABRIC 18" WIDE,

FABRIC.

PRICE BID FOR PAVEMENT REINFORCING

WORK TO BE INCLUDED IN THE UNIT

PLACED. COST OF MILLING FOR THIS

TO DEPTH OF ADJOINING LAYER TO BE

MILL EXISTING LANE ONE FOOT WIDE

PAVEMENT REINFORCEMENT FABRIC 18" WIDE

NO SCALE

STEP 1

STEP 2

STEP 3

AB

CD

EF

8’ MAX

8’ MAX 8’ MAX

4’

MA

X

4’ MAX

BENCHING DETAIL

OR PAYMENT WILL BE MADE FOR BENCHING.

EMBANKMENT AND NO ADDITIONAL MEASUREMENT OR QUANTITY

ITEM OF GRADING COMPLETE IN CONSTRUCTION OF THE

3. THE PROCESS OF BENCHING IS CONSIDERED INCIDENTAL TO THE

TO VARY.

A MAXIMUM OF 4 FEET ALLOWING THE HORIZONTAL DISTANCE

THEN THE ACTUAL CUT STOP WHEN THE VERTICAL PART REACHES

WILL EXCEED 4 FEET AND IF 8 FEET HORIZONTAL CUT IS MADE,

IF IT IS ANTICIPATED THAT THE VERTICAL PART OF THE STEP

THE SLOPE AND SUCCESSIVE LAYERS ARE AGAIN PLACED.

THEN PLACED. THE SECOND STEP (2) IS CUT 8 FEET INTO

BULLDOZER BLADE). SUCCESSIVE LAYERS B, C, AND D ARE

OF ABOUT 8 FEET (ABOUT � THE WIDTH OF USUAL D-8

FIRST STEP (1) IS CUT INTO THE SLOPE A MAXIMUM DISTANCE

2. THE DIAGRAM SHOWS THAT BEFORE LAYER "A" IS PLACED THE

EMBANKMENT IS BEING MADE (SEE DIAGRAM)

OR STEEPER, THE FOUNDATION MUST BE BENCHED WHILE THE

ANOTHER EXISTING EMBANKMENT HAVING A SLOPE OF 3 TO 1

1. WHERE THE EMBANKMENT IS TO BE PLACED ON A HILLSIDE OR

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-001 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


GRADING COMPLETE

TOTAL LUMP SUM TOTAL

RESET GATE, WOVEN WIRE 4’

1 EA

TOTAL

WOVEN WIRE FENCE - 4’

100 LF

FENCE QUANTITIES

CHAIN LINK 100 LF

AGGREGATE SURFACE COURSE

TO PERMIT TRUCK DUMPING ON UNPAVED AND MUDDY SUBGRADE .

OF LOCAL TRAFFIC ALONG ROADWAY CONSTRUCTION AND TO PERMIT

FOR USE IN INCLEMENT WEATHER TO FACILITATE THE MOVEMENT

INGRESS & EGRESS AT DRIVES. WHEN USED FOR THIS PURPOSE ,

SECTION 318 OF GEORGIA STANDARD SPECIFICATIONS IS MODIFIED

THE CONTRACTOR WILL HAVE THE CHOICE OF THE FOLLOWING

MATERIALS .

GRADED AGGREGATE - ART.815.01

COARSE AGGREGATE - SIZE - 467 - ART.800.01

STABILIZER AGGREGATE - TYPE 1 OR 2 - SECT.803

ALL MATERIALS TO BE USED AS DIRECTED BY THE ENGINEER .

100 TONSTOTAL

TOTAL

CONCRETE RIGHT-OF-WAY MARKERS

55 EA

TRAFFIC CONTROL

PROJECT LUMP SUM

LOCATION

TOTAL

GROUND IN PLACE (CONTINUOUS)

INDENTATION RUMBLE STRIPS

STA. 129+30 TO 173+50

4’

0.8 GLM

0.8

SIDE

CENTER

TOTALS

LIN FT TP 1LOCATION & SIDE

ANCHORAGES

GUARDRAIL QUANTITIESGA.STDS.4010, 4012d, 4040

GUARDRAIL MAY BE ADJUSTED TO MEET FIELD CONDITION,

AS DIRECTED BY THE ENGINEER.

TP 12

GUARDRAIL "W" BEAM

NOTE: THE ACTUAL BEGINNING AND ENDING OF

150+00.00 LT 975 1 1

975 1 1

TOTAL

TYPE 7 FACE

DOWELED CONC. MEDIAN, 6 IN

30 SY

TOTAL

RESET GATE, CHAIN LINK

1 EA

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-001.dgn

2:44:05 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574


SUMMARY QUANTITIES

06-002 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


STATION & SIDE

SUMMARY OF DRIVEWAY QUANTITIES

WI

DT

H

LOCATION

6" T

HI

CK

6 I

N.

GR

ADE

D

AG

GRE

GATE

FEET SQ. YD. SQ. YD.

109+00.00 LT 14

110+24.00 RT 32

111+75.00 LT 14

114+00.00 RT 24

116+78.00 LT 28

124+46.00 RT 14

128+57.00 RT 14

128+98.00 LT 14

130+72.00 RT 14

149+63.00 RT 24

154+15.00 RT 14

166+36.00 LT 14

212+88.00 RT 40

214+96.00 LT 14

253+05.00 RT 12

251+92.00 RT 16

253+57.00 RT 18

TOTAL

CO

MME

RCI

AL

CO

NC

DRI

VE

8" T

HI

CK

RESI

DE

NTI

AL

CO

NC

DRI

VE

2"

ASP

H

CO

NC.

1�"

ASP

H

CO

NC.

12.5

mm

TON TON TON

19

mm

4.9 6.5 19.5

232

5.3 7.1 21.1

9.6 12.8 38.3

182

80

7.5 10.0 29.8

4.5 6.1 18.2

23.87.96.0

115

57

3.2 4.3 12.9

125

6.0 8.0 24.1

3.1 4.2 12.5

3.6 4.9 14.5

4.0 5.4 16.2

654 137 58 78 231

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-002.dgn

2:44:13 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



SUMMARY QUANTITIES

06-003

SIDE DRAIN PIPE

STATION

TOTALS

15"

15"

18"

18"

24"

24"

30"

30"

SI

DE LIN. FT.

38

43

2

2

62 2

SAFETY END

STD.1122

109+00.00 LT

110+24.00 RT

111+75.00 LT

114+00.00 RT

36" 36"

40 2

116+78.00 LT 69 2

128+98.00 LT 42 2

130+72.00 RT 38 2

154+15.00 RT 39 2

212+88.00 RT 65 2

232+05.00 RT 26 2

214+96.00 RT 38 2

373

66 16 2 4

SECTION-EACH

FLOWABLE FILL

AS DIRECTED BY ENGINEER 20 CY

AS DIRECTED BY ENGINEER 100 LF

INCL 6" AGGREGATE

UNDERDRAIN PIPE

62


0012574

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-003.dgn

2:44:15 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



SUMMARY QUANTITIES

06-004


0012574

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-004.dgn

2:44:19 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


MARKING QUANTITIES653-0120

653-0150

653-1501

653-1502

653-1704

653-1804

653-3501

653-3502

653-6004

653-6006

654-1001

654-1003

654-1010

EA

LF

GLF

SY

EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 2

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE


THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW


THERMOPLASTIC TRAF STRIPING, WHITE

THERMOPLASTIC TRAF STRIPING, YELLOW

RAISED PVMT MARKERS TP 1



130

961

370

270

18325

22824

14075

39

THERMOPLASTIC PVMT MARKING, ARROW, TP 5

27

4

663

1645

517

EA

EA

LF

GLF

SY

EA

LF

LF

937-6020 INTERSECTION VIDEO DETECTION ASSEMBLY, TYPE A LS LS

682-9950 DIRECTIONAL BORE, 3 IN LF 50

682-6233 CONDUIT, NONMETL, TP 3, 2 IN LF 50

647-1000 TRAFFIC SIGNAL INSTALLATION NO 1 LS LS

639-4004 STRAIN POLE, TP IV * EA 4

636-1045 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 SF 42

SIGNAL QUANTITIES

UNIT QUANTITY

MILEPOST, 636-5100

LOCATION

EAMILE 35, SR 56 146+58 RT 2

TOTAL 2

EA

UNIT QUANTITYLOCATION

REMOVE & RESET HIGHWAY SIGNS

1

1

TOTAL

SR 56 171+17 LT: WELCOME TO BURKE COUNTY


SUMMARY QUANTITIES

06-005

STATION

NO.

INSTL

CODE

SIGN

SIZE

REFL SHEETING TP 11

TP 1 MATL,

QTY SQ FT

HIGHWAY SIGNS

127.50

(EXCLUDING STREET NAME SIGNS)SUMMARY OF OVERHEAD SIGN QUANTITIES

SR 56

R3-5

M-SPECIAL #4

M-SPECIAL #2

M-SPECIAL #1

R3-5R

M-SPECIAL #4

M-SPECIAL #2

M-SPECIAL #1

W559-2

R3-5L

M-SPECIAL #3

M-SPECIAL #2

M-SPECIAL #1

R3-5R

M-SPECIAL #3

M-SPECIAL #2

M-SPECIAL #1

30x36

30x36

30x36

30X36

30x36

30x36

30x36

30x36

30x36

30x36

30x36

30X36

30x36

30x36

30x36

30x36

30X36

4

3

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

7.50

179+45 OH

173+75 OH

114+35 OH

108+00 OH

TOTAL

8EASTRAIN POLE, TYPE III639-4003

1000LF"83STEEL WIRE STRAND CABLE, 639-2002

MISC. SIGNING QUANTITIESITEM DESCRIPTION UNIT QTY


0012574

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-005.dgn

2:44:23 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


W1-2R

W1-8R

R16-6

W1-8R

W1-8R

W1-8R

D10-2

W1-8R

R4-5

W1-2L

W16-8P

W3-3

W7-1a

W13-1P

W7-6

R2-1

R1-2

R3-9dP

R3-9b

R3-9cP

R3-9b

R553-1

M2-1

M1-5

D1-3

W16-8P

W2-1R

R3-9dP

R3-9b

R3-9cP

R3-9b

M3-1

M1-5

R1-2

OM-3R

OM-3L

W1-7

M6-6R

M4-6

M1-5

M1-5

R1-1

M6-3

M6-1L

M1-5

M1-5

M3-3

M1-5

R2-1

M6-3

M6-1R

M1-5

M1-5

W9-2

D2-2

D1-3

24x30

12x36

30x12

24x36

30x12

24x36

24x30

21x15

24x24

30x12

24x36

30x12

24x36

24x12

24x24

21x15

24x12

24x24

24x24

21x15

21x15

24x24

24x24

24x12

24x24

21x15

21x15

24x24

24x24

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5.00

6.00

2.50

6.00

2.50

6.00

5.00

2.19

4.00

2.50

6.00

2.50

6.00

2.00

4.00

2.19

2.00

4.00

4.00

2.19

2.19

4.00

4.00

2.00

4.00

2.19

2.19

4.00

4.00

157+68 LT

152+23 RT

151+56 LT

150+67 RT

149+10 RT

147+53 RT

146+58 RT

145+99 RT

145+60 LT

140+22 RT

130+00 LT

129+31 RT

126+88 RT

125+13 RT

123+87 RT

122+64 RT

122+64 LT

121+64 LT

120+64 LT

119+09 LT

117+13 RT

114+74 LT

114+74 RT

113+74 RT

112+72 RT

112+61 LT

112+54 LT

112+50 RT

112+41 LT

110+90 LT

109+82 LT

109+73 RT

108+53 LT

107+63 LT

107+44 RT

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

STATION

NO.

INSTL

CODE

SIGN

SIZE QTY

REFL SHEETING TP 3

TP 1 MATL,

SQ FT SIZE

REFL SHEETING TP 3

TP 2 MATL,

QTY SQ FT SIZE

REFL SHEETING TP 11

TP 1 MATL,

QTY SQ FT

REFL SHEETING TP 11

TP 2 MATL,

SIZE QTY SQ FT

HIGHWAY SIGNS

(FEET)

LENGTHQTY

LENGTH

TOTAL

TYPE 7

SQUARE TUBE POST

TYPE 8

(FEET)

LENGTHQTY

LENGTH

TOTAL

(FEET)

LENGTHQTY

LENGTH

TOTAL

TYPE 9

(EACH)

SUPPORT

SIGN

BREAKAWAY

13642013870.00105.13 83.50 149.25

SUMMARY OF SIGN QUANTITIES

36x48

36x48

60x42

36x48

60x30

60x42

1

1

1

1

1

1

12.00

12.00

17.50

12.00

12.50

17.50

36x36

24x30

24x30

24x30

24x30

24x30

36x36

48x12

36x36

36x36

24x24

36x36

36 TRI

48x12

36x36

36 TRI

12x36

12x36

48x24

36 OCT

36x36

1

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

9.00

10.00

10.00

10.00

10.00

5.00

9.00

4.00

9.00

9.00

4.00

9.00

3.90

4.00

9.00

3.90

3.00

3.00

8.00

7.45

9.00

SR 135

11

14

11

11

11

13

11

15

15

14

15

15

14

15

15

15

14

14

14

13

16

14

14

14

15

1

1

1

1

1

1

1

2

2

1

1

1

1

1

1

1

1

1

2

1

1

1

1

1

2

11

14

11

11

11

13

11

30

30

14

15

14

15

15

15

14

14

28

13

16

14

14

14

30

18

17

15

18

15

15

14

15

1

1

2

1

2

2

2

2

18

17

30

18

30

30

28

30

16

16

16

16

1

1

1

1

16

16

16

16

1

1

2

1

1

2

2

2

2

SUBTOTAL, THIS DRAWING ONLY


SUMMARY QUANTITIES

06-006


0012574

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-006.dgn

2:44:25 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


STATION

NO.

INSTL

CODE

SIGN

SIZE QTY

REFL SHEETING TP 3

TP 1 MATL,

SQ FT SIZE

REFL SHEETING TP 3

TP 2 MATL,

QTY SQ FT SIZE

REFL SHEETING TP 11

TP 1 MATL,

QTY SQ FT

REFL SHEETING TP 11

TP 2 MATL,

SIZE QTY SQ FT

HIGHWAY SIGNS

(FEET)

LENGTHQTY

LENGTH

TOTAL

TYPE 7

SQUARE TUBE POST

TYPE 8

(FEET)

LENGTHQTY

LENGTH

TOTAL

(FEET)

LENGTHQTY

LENGTH

TOTAL

TYPE 9

(EACH)

SUPPORT

SIGN

BREAKAWAY

13642013870.00105.13 83.50 149.25

SUMMARY OF SIGN QUANTITIES

SR 56 CONTINUED

255+64 LT

255+64 RT

253+73 LT

252+51 RT

251+56 LT

251+40 RT

250+86 RT

231+34 RT

230+51 LT

215+29 RT

213+81 RT

213+74 LT

212+00 RT

211+05 RT

180+50 RT

179+50 LT

179+50 RT

178+76 RT

178+02 RT

178+00 LT

177+73 RT

177+42 LT

176+10 LT

174+38 LT

173+31 LT

172+82 RT

172+24 LT

171+75 RT

170+75 RT

168+78 LT

164+86 LT

163+90 RT

158+85 LT

157+68 RT

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

54

53

52

51

50

49

48

47

46

45

44

43

42

41

40

39

38

37

36

W3-3

R2-1

M6-1L

M3-3

M3-1

M1-5

W1-4L

M4-6

M1-5

M3-2

M1-5

R1-2

R2-1

R1-1

R2-1

D2-2

D1-2

M3-3

M1-5

R1-2

R2-1

R3-9dP

R3-9b

R3-9cP

R3-9b

M3-1

M1-5

W8-13

M6-1L

M3-2

M1-5

R1-2

OM-3R

OM-3L

W1-7

M3-3

M1-5

D2-2

R4-5

M6-1R

M3-2

M1-5

R2-1

W3-3

M2-1

M1-5

W13-1P

W7-6

R553-1

W7-1a

R560-1

W13-1P

W7-6

24x30

21x15

30x12

24x36

24x24

24x12

24x24

24x12

24x24

24x30

24x30

24x12

24x24

30x12

24x36

30x12

24x36

24x12

24x24

21x15

24x12

24x24

24x12

24x24

21x15

24x12

24x24

21x15

24x24

24x30

24x30

1

2

1

1

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5.00

4.38

2.50

6.00

8.00

2.00

4.00

2.00

4.00

5.00

5.00

2.00

4.00

2.50

6.00

2.50

6.00

2.00

4.00

2.19

2.00

4.00

2.00

4.00

2.19

2.00

4.00

2.19

4.00

5.00

5.00

48x30

60x30

36x48

60x30

36x48

36x48

1

1

1

1

1

1

10.00

12.50

12.00

12.50

12.00

12.00

36x36

36x36

36 TRI

36 OCT

36 TRI

36x36

36 TRI

12x36

12x36

48x24

36x36

24x24

36x36

36x36

24x24

36x36

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

9.00

9.00

3.90

7.45

3.90

9.00

3.90

3.00

3.00

8.00

9.00

4.00

9.00

9.00

4.00

9.00

0.00115.44 71.00 104.15

14

15

14

14

14

14

14

14

14

15

15

15

14

14

14

13

14

15

15

14

14

1

2

1

1

1

1

1

1

1

2

1

1

1

1

2

1

1

2

2

1

1

14

30

14

14

14

14

14

14

14

30

15

15

14

14

28

13

14

30

30

14

14

14

14

14

15

14

15

18

17

17

1

2

2

1

2

1

1

1

1

14

28

28

15

28

15

18

17

17

16

16

16

16

16

1

1

1

1

1

16

16

16

16

16

1

2

2

2

1

1

SUBTOTAL, DRAWING 6-008

GRAND TOTAL

373 180 80 9

220.57 154.50 253.40 0.00 760 381 22144

SR 5

6 S

PU

RSR 2

3

COLLINS RD

SUBTOTAL, THIS DRAWING ONLY


SUMMARY QUANTITIES

06-007


0012574

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_06-007.dgn

2:44:27 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DESCRIPTIONDATE UNIT

QUANTITYNO.

ITEM REQUIRED BY

XX-XX-XX XXX-XXXX XX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

ORIGINAL

QUANTITY

XXX

DATE

AMENDMENT

NUMBER

AMENDMENTAMENDMENT

XX-XX-XX

X

QUANTITIES REQUIRED BY AMENDMENT

QUANTITIES (AMENDMENT)

07-001 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_07-001.dgn

2:44:29 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

DESCRIPTIONDATE UNITPREVIOUS

QUANTITYQUANTITY

NO.

ITEM REQUIRED ON

XX-XX-XX XXX-XXXX XX XXX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

QUANTITIES REQUIRED ON CONSTRUCTION

CONSTRUCTIONORIGINAL

QUANTITY

XXX

QUANTITIES (CONSTRUCTION)

08-001 Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_08-001.dgn

2:44:31 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

TRAFFIC DIAGRAM

10- Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_10-001.dgn

2:44:33 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SR 56 FROM COUNTY LINE TO SR 23

0012574

001

PM = (000)

AM = 000

EXISTING 2015 DHV

EXISTING 2015 ADT

(Mike Padgett Parkway)

SR 56


SR 56

SR 2

3

(CR 4

0)

Collins R

oad

SR 5

6 S

pur

T = 11.2%

T = 2.5% T = 0% T = 0.7%

T = 3.7%

24 HOUR T = 22.2%

24 HOUR T = 13.4%

24 HOUR T = 7.6%

24 HOUR T = 5.0%

24 HOUR T = 13.6%(Mike Padgett Parkway)

SR 56


SR 56

SR 2

3

(CR 4

0)

Collins R

oad

SR 5

6 S

pur

N

62(802)

0(1)

313(61)

210(373)

232(523)

3(3)

210(368)

0(6)

8(4)

8(33)

227(493)

4(5)

157(250)

61(122)

7(10)

93(393)

4(5)

138(105)

62(803)

316(64)

16(37)

4(11)

100(403)

65(127)

231(498)

218(372)

164(260)

142(110)

235(526)

210(374)

523(434)

294(1325)

50

2800280050

2850 2850

3275

3275

75 7575

75

3250

3250

150 150

1300130075

75

1375 1375

2025

2025

2100

2100

3325

3325

3325

3325

6075

6075

TRAFFIC DIAGRAM

10- Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_10-002.dgn

2:44:35 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SR 56 FROM COUNTY LINE TO SR 23

0012574

002

PM = (000)

AM = 000

2018 DHV

PM = (000)

AM = 000

2038 DHV

2038 ADT = (000)

2018 ADT = 000

ADT

T = 11.2%(Mike Padgett Parkway)

SR 56


SR 56

T = 3.7%

T = 0.7%

SR 5

6 S

pur

(CR 4

0)

Collins R

oad

T = 0%

T = 2.5%

SR 2

3

T = 11.2%(Mike Padgett Parkway)

SR 56


SR 56

T = 3.7%

T = 0.7%

SR 5

6 S

pur

(CR 4

0)

Collins R

oad

T = 0%

T = 2.5%

SR 2

3

24 HOUR T = 22.2%(Mike Padgett Parkway)

SR 56


SR 56 24 HOUR T = 13.6%

24 HOUR T = 5.0%

SR 5

6 S

pur

(CR 4

0)

Collins R

oad

24 HOUR T = 7.6%

24 HOUR T = 13.4%

SR 2

3

24 HOUR T = 13.6%

24 HOUR T = 7.6%

N

10(10)

420(745)

465(1035)

10(10)

420(735)

10(20)

20(10)

20(75)

10(20)

310(500)

20(30)

10(20)

275(210)

40(85)

20(40)

210(810)

465(990)

440(745)

330(530)

285(230)

475(1045)

1080(875)

600(2720)

75(930)

5(5)

365(70)

230(410)

255(570)

5(5)

230(405)

5(10)

10(5)

10(40)

250(535)

5(10)

170(275)

10(15)

80(935)

370(75)

20(45)

10(20)

115(445)

75(145)

255(545)

240(410)

180(290)

260(575)

595(480)

330(1500)

105(430)

5(10)

155(125)

135(1685)

660(130)

455(970)

190(780)

130(245)

140(265)

670(140)

145(1695)

150(115)

235(415)

430(755)

70(135)

75(150)

75(150)

3575(6475)

3575(6475)

3250(5900)

3250(5900)

100(200)

100(200)

1425(2600)

1425(2600)

200(400)

200(400)

1525(2800)

1525(2800)

3650(6625)

3650(6625)

3550(6425)

3550(6425)

3650(6625)

3650(6625)

2225(4025)

2225(4025)

2325(4225)

2325(4225)

3325(6050)

3325(6050)

6825(12375)

6825(12375)

100(200)

100(200)

100(200)

100(200)

DRIVEASPHALT

GRASS DRIVE

STATION

DIESEL FILLING

X

DIRT ROAD

CONCRETE DRIVE

DIRTAS

PHAL

T

ASPH

ALT

DRIV

E

GRAVEL

GRAVEL

GRAVEL

DRIVEASPHALT

CONCRETE

CONCRETEDIRT ROAD

ASPHALT

MAINLINE PLAN

13-

70°0’0"

+79

FLAT

RC +18-2.0% +2.0%

FLAT+63

-2.0%

NC+14

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

51.39’ RT

108+32.00

63.00’ RT

108+58.00

50.00’ RT

213+93.14

60.00’ RT

111+00.00

34.70’ RT

211+40.04

57.00’ RT

116+21.39

63.00’ LT

108+73.00

73.00’ LT

108+83.0073.00’ LT

109+17.00

63.00’ LT

109+27.00 73.00’ LT

116+25.00

90.00’ LT

116+35.00 73.00’ LT

117+00.00

90.00’ LT

116+90.00

57.00’ LT

53.00’ LT

111+15.00

53.00’ LT

49.98’ LT

107+00.0063.00’ LT

107+00.0073.00’ LT

63.00’ LT

111+60.00

81.00’ LT

73.00’ LT

117+16.00

76.11’ LT

210+65.0085.00’ RT

63.00’ RT

109+60.00

60.00’ RT

50.00’ RT

213+20.50

60.00’ RT

50.00’ RT

212+53.87

68.00’ RT

111+08.10

50.00’ RT

211+32.67

68.00’ RT

63.00’ RT

110+61.00

75.00’ RT

110+61.00

60.00’ RT

53.45’ RT

119+60.00

77.00’ RT

113+15.00

63.00’ RT

57.96’ RT

114+40.00

63.00’ RT

113+02.89

67.00’ LT

211+33.17

67.00’ LT

213+93.14

67.00’ LT

50.00’ LT

215+26.05

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

MAT

CH LI

NE ST

A. 119+00

DR

AWI

NG

No. 13-002

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-001.dgn

Design File and Plot Substitution information

2:39:57 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574


001

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 AREAFax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


50 100 200

SCALE IN FEET

0

CONTAMINATION WAS MINIMAL.

PERMITTED LINED MUNICIPAL SOLID WASTE LANDFILL.

ACTIVITIES FOR PARCEL 2 MUST BE DISPOSED OF AT A

ANY CONTAMINATED SOIL EXCAVATED DURING CONSTRUCTION

NOTE:

105+00

P.I. 104+55.55

110+00

115+00

215+00

24’+73.25

12’+73.25

12’

25.37’

29’

29’

31’

31’

29’

29’

+11.56

+60.00

+8.50

+42.57

24’+74.64

SR 23 C STA 210+00.00

SR 56 C STA 112+41.00 =L

L

+60.00

+70.00

POE 215+85.41

SR 56

SR 2

3

CONS

T CL

+70.00

STA 106+50 SR 56

BEGIN PROJECT PI:0012574

75’R75’R

28.32’

12.20’ 29’

29’

29’

MATCH EXISTING

STA 107+00.00 SR 56

BEGIN CONSTRUCTION

+78

FLAT

+1.2

6%NC

STA 107+00, 23’ LT

BEGIN TAPER

STA 107+00, 11.5’ RT

BEGIN TAPER

+03

-2.0%

BNC+00

14’

+24

32’

14’

+75

24’

+00

+78

28’

+88

+96

12.7’

13.1’

40’

14’

CONST CL

-2.27%

+35.23+2.27%

-2.0% +2.0%

NC RC

-4.8% +4.8%

EFS+39

+11.1

24’

CURVE 1

CURV

E 10

-4.8% +4.8%

BFS +73

TIE TO EXISTING

SR 23 STA 215+29.00


e= 4.8%

E= 4.51

R= 2050.00

L= 271.84

T= 136.12

E= 722276.84

N= 1172630.57

PI Sta= 212+57.42

Curve# 10

e= MATCH

E= 4.52

R= 5100.00

L= 429.47

T= 214.86

E= 721700.12

N= 1172169.44

PI Sta= 104+55.55

Curve# 1

PT 106+70.16

PC 211+21.30

PT 213+93.14

PI 212+57.42

REQ’D R/W

REQ’D R/W

MICHAEL LEWIS MILLER

TINA CLEMENTS MILLER &

N/F

WILLIAM A. DEBOW

N/F

ALICE T. DEBOW

N/F

ELLIS HICKMAN,LLC

N/F

SHAKSHAT,LLC

N/F

CHERYL C. SALEMI

GERALD RAY COLLINS &

N/F

1

2

3

4

5

6

7

OF SLOPES

& MAINT

FOR CONSTR

REQ’D EASMT

R/W

REQ’D

R/W

REQ’D

BLOUNT

STACY

N/F

HAMMON I. COLLINS, JR.

N/F

MILLER

MICHAEL LEWIS

N/F

UTILITY EASE

MENT

UTILITY ES

MT

UTILITY ES

MT

ES

MT

ESMT

EXIST. R/W

EXIST. R/W

EXIS

T. R/W

EXIS

T. R/W

EXIST. R/W

EXIST. R/W

ES

MT

36"

INV = 282.91

INV = 283.27

INV = 275.16 INV = 274.07

INV = 282.17

INV = 287.49 INV = 287.10INV = 282.94

INV = 284.62

INV = 283.91

INV = 284.39

36"

18"

24"

18"

18"

18"

18"

A - 1

A - 0

284.61

INV =

INV = 278.26 INV = 277.94

ESA - HISTORICAL BOUNDARY

APPROXIMATE LOCATION OF USTS

DIRT R

OAD

GRAVEL

CONCRETE

CONCRETE

DIRT R

OAD

DIRT R

OAD

ASPHALT

ASPHALT

MAINLINE PLAN

13- 50 100 200

SCALE IN FEET

0

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


Phone: (770) 925-0357

Duluth, GA 30096


104°32’11"

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

62.00’ LT

230+92.52

57.00’ RT

122+40.00

50.00’ LT

130+44.04

44.55’ RT

124+10.00

40.00’ LT

230+90.00

74.00’ RT

128+25.00

95.00’ RT

128+50.00

81.00’ LT

77.00’ LT

123+76.00

70.00’ LT

57.24’ LT

126+08.00

70.00’ LT

62.00’ LT

126+49.03

65.00’ LT

130+00.00

95.00’ RT

74.00’ RT

128+91.00

71.00’ RT

131+00.00

80.00’ RT

71.00’ RT

130+87.0080.00’ RT

71.00’ RT

130+57.00

48.00’ RT

34.61’ RT

231+40.00

62.00’ LT

40.00’ LT

231+40.00

74.00’ RT

43.00’ RT

126+50.00

71.00’ RT

126+50.00

74.00’ RT

42.78’ RT

126+12.50

74.00’ RT

124+78.00

74.00’ RT

124+18.00

98.00’ RT

124+58.00

98.00’ RT

124+31.00

37.79’ RT

230+80.00

77.00’ RT

122+65.00

48.00’ RT

231+00.00

45.00’ RT

32.85’ RT

231+73.30

41.00’ RT

30.36’ RT

232+36.50

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

PL

PL

PL

PL

PL

PL

PL

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-002.dgn


2:40:11 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

002


0012574

MAT

CH LI

NE ST

A. 119+00

DR

AWI

NG

No. 13-001

MATC

H LI

NE ST

A. 133+00

DR

AWI

NG

No. 13-003

120+00

125+00

130+00

29’

29’

25’

25’

10.5’

+85.28

27’

27’

25’

25’

25’

25’

29’

29’

29’

29’

31’

31’


SR 56 C STA 123+11.59 =

P.I.

233+00.39

P.T.

234+27.22

P.C. 23

1+73.30

COLLINS ROAD

SR 56

CONST CL

CONST CL

75’R 75’R

29’

+26.6729’

+50.23

+88.00

+88.00

+08.00

+08.00

10.3’

+29.54

+46

14’

+98

14’

+57

14’

+72

14’


MATCH EXISTING



+0514’

CURVE 11

CURVE 2

PC 124+26.55

e= MATCH

E= 3.59

R= 2250.64

L= 253.92

T= 127.09

E= 722976.37

N= 1173648.34

PI Sta= 233+00.39

Curve# 11

e= NC

E= 15.13

R= 9410.00

L= 1066.60

T= 533.87

E= 723036.26

N= 1174288.50

PI Sta= 129+60.43

Curve# 2

PI 129+60.43

HAMMOND I. COLLINS, JR.

N/F

SCOTT & CHAD COLLINS

N/F

REQ’D R/W

J. FRANK & MATILDA O. CLEMENTS

N/F

MICHAEL LEWIS MILLER

N/F

MICHAEL C. COLLINS

N/FDEBRA ANN MARTIN

N/F

REQ’D R/W

6

7

9

10

8

11

MICHAEL P CALLISON

N/F

UTILITY ES

MT

UTILITY ES

MT

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

18"

INV = 257.44 INV = 256.76

INV = 253.60

INV = 252.72

36"

18"

18"

B - 1

B - 0

INV=254.00

INV=253.80

DIRT R

OAD

MAINLINE PLAN

13-

PT 134+93.15CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

115.00’ LT

136+00.00

60.00’ LT

138+46.20

72.96’ RT

145+59.77

113.00’ RT

145+65.00

90.00’ LT

139+45.0090.00’ LT

145+59.77

110.00’ LT

137+50.00

80.00’ LT

66.68’ LT

137+70.00

80.00’ LT

66.55’ LT

137+26.00

81.00’ RT

69.57’ RT

136+70.00

82.00’ RT

70.24’ RT

138+47.00

82.00’ RT

70.08’ RT

138+04.00

81.00’ RT

134+93.15

PL

PL PL

PL

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-003.dgn


2:40:24 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

50 100 200

SCALE IN FEET

0

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


Phone: (770) 925-0357

Duluth, GA 30096


003


0012574

MAT

CH LI

NE ST

A. 133+00

DR

AWI

NG

No. 13-002

MAT

CH LI

NE ST

A. 146+00

DR

AWI

NG

No. 13-004

135+00

140+00

145+00

27’

27’

25’

25’

25’

25’

25’

27’

27’

25’

25’

SR 56

CONST CL +67

-2.0%

ENC

+60

FLAT

+53

-2.0%

ENC

2.0%

RC

CURVE 2

CURVE 3

e= NC

E= 15.13

R= 9410.00

L= 1066.60

T= 533.87

E= 723036.26

N= 1174288.50

PI Sta= 129+60.43

Curve# 2

e= 5.6%

E= 73.04

R= 1470.00

L= 908.18

T= 469.11

E= 723935.00

N= 1176152.77

PI Sta= 150+28.88

Curve# 3

PC 145+59.77

STA 140+00.00

DEPTH PAVEMENT

BEGIN FULL

MICHAEL C. COLLINS

N/F

SCOTT & CHAD COLLINS

N/F


N/F

BAPTIST CHURCH

MCELMURRAY TABERNACLE

N/F

REQ’D R/W

REQ’D R/W

REQ’D R/W

11

10

8

MATILDA O. CLEMENTS

N/F J. FRANK & 12

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

24"

C - 1

C - 0

D - 1

NBSW A

HATCHERS BRANCH

ESA - HATCHERS BRANCH BUFFER

X

DIRT R

OAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

MAINLINE PLAN

13-

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

110.00’ RT

152+52.25

65.00’ RT

153+50.00

70.00’ LT

146+93.00

110.00’ LT

147+35.00

113.00’ RT

146+10.00

97.00’ LT

152+30.00

50.00’ LT

152+20.00

97.00’ LT

152+65.00

51.04’ LT

152+73.00

76.55’ RT

149+70.00

90.00’ RT

149+65.00

70.00’ LT

148+09.00

90.00’ LT

147+13.55

70.00’ LT

154+67.9570.00’ LT

152+69.76

70.00’ LT

152+24.17

CONSTR OF SLOPESREQ’D EASMT FOR

75.07’ RT

150+00.00

78.84’ RT

147+25.00

65.00’ RT

153+50.00

68.24’ RT

151+00.00

95.00’ RT

156+71.00

75.00’ RT

69.06’ RT

154+25.00

88.00’ RT

75.00’ RT

152+75.00

75.00’ RT

66.95’ RT

153+95.00

88.00’ RT

79.00’ RT

152+28.00

90.00’ RT

79.00’ RT

149+00.00

110.00’ LT

50.00’ LT

148+09.00

PL

PL

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-004.dgn

2:40:36 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

50 100 200

SCALE IN FEET

0

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


Phone: (770) 925-0357

Duluth, GA 30096


004


0012574

MATC

H LI

NE ST

A. 146+00

DR

AWI

NG

No. 13-003

MATC

H LI

NE ST

A. 158+00

DR

AWI

NG

No. 13-005

150+00 155+00

P.I. 150+28.88

25’

25’

27’

27’

25’

25’

SR 56CONST CL

24’

+63

14’

+15

EFS +68

+61

-2.0% +2.0%

FLAT

+68

-5.6% +5.6%

BNC

+75

BNC RC

27’

27’

25’

25’

STA 150+00 LT

GUARDRAIL

BEGIN W-BEAM

TP 1 ANCHOR

CURVE 3

LP

e= 5.6%

E= 73.04

R= 1470.00

L= 908.18

T= 469.11

E= 723935.00

N= 1176152.77

PI Sta= 150+28.88

Curve# 3

PT 154+67.95

5.6%

BFS

+60


N/F

RONALD A. & GLORIA G. WIERSMA

N/F

REQ’D R/W

REQ’D R/W

8

MATILDA O. CLEMENTS

N/F J. FRANK &

12

13

R/W

REQ’D EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

48"

48"

TP 3, 12"

RIP RAP,

E 0

E 1

D 0 -

TP 3, 12"

RIP RAP,

INV = 161.05

INV = 160.82 18"

-

-

ESA - OPEN WATER #3 BUFFER

OPEN WATER #3WETLAND #2

ESA - WETLAND #2

ESA - HATCHERS BRANCH BUFFER

HATCHERS BRANCH

FENCE (TYP)

ORANGE BARRIER

DIRT ROAD

ASPH

ALT

MAINLINE PLAN

13-

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

CONSTR OF SLOPES

REQ’D EASMT FOR

102.00’ LT

167+72.0075.06’ LT

169+13.00

92.00’ RT

168+40.00

119.00’ RT

167+50.0053.00’ RT

172+02.94 73.00’ RT

172+77.30

70.00’ LT

166+50.00

65.00’ RT

164+50.00

95.00’ RT

163+00.00

PL

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-005.dgn


2:40:47 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

50 100 200

SCALE IN FEET

0

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


Phone: (770) 925-0357

Duluth, GA 30096


005


0012574

MAT

CH LI

NE ST

A. 158+00

DR

AWI

NG

No. 13-004

MAT

CH LI

NE ST

A. 173+00

DR

AWI

NG

No. 13-006

160+00

165+00

170+00

27’

27’

25’

25’

27’

27’

25’

25’

+83

+83

SR 56

CONST CL

14’

+36

ENC

+62

-2.0%

STA 159+75 LT

END W-BEAM GUARDRAIL

TP 12 ANCHOR

HP

STA 169+32

DEPTH PAVEMENT

END FULL

RONALD A. & GLORIA G. WIERSMA

N/F


N/F

MCBEAN CREEK PROPERTIES, LLC

N/F

REQ’D R/W REQ’D R/W

8

13 14

UTILITY EASEMENT

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

OPEN WATER #3

WETLAND #6

ESA - OPEN WATER #3 BUFFER

FENCE (TYP)

ORANGE BARRIER

ASPHALT

DIRT DRIVE

MAINLINE PLAN

13-

82°6’10"

PC 176+09.57

PL

PL

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_13-006.dgn


2:40:59 PM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

50 100 200

SCALE IN FEET

0

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE



LIMIT OF ACCESS




(SEE ERIT TABLE)


Phone: (770) 925-0357

Duluth, GA 30096


006


0012574

MATC

H LI

NE ST

A. 173+00

DR

AWI

NG

No. 13-005

175+00

180+00

185+00

255+00

25’

+83

+85.50

29’

+47.38

41’

+32.64

+89.68

24’

12’+26.09

24’

12’12’

29.54’

+10.21

+40

+40+40

39.14’

P.C. 253+74.21

TIE TO EXISTING

SR 56 SPUR STA 255+64.40


SR 56 SPUR C STA 250+00.00

SR 56 C STA. 177+29.35 =

L

L

STA 179+50.00 SR 56

END CONSTRUCTION

SR 56

SR 56 SPUR

CONST CL

CONST CL

+97.64

+97.64

STA 180+00 SR 56

END PROJECT PI:0012574

75’R

75’R

16’

18’

+57

+92

FLAT

+86

+2.0%

RC+10

-5.4%

BFS

+21

+5.4%

MATCH EXISTING

FLAT

+43

STA 177+75 RT TO STA 181+00 RT

RETAIN EXISTING GUARDRAIL

CURVE 4

CURVE 12

e= 5.2%

E= 60.90

R= 1762.95

L= 913.72

T= 467.37

E= 724309.59

N= 1178931.02

PI Sta= 258+41.58 SR 56 SPUR

Curve# 12

e= 5.4%

E= 104.74

R= 1637.02

L= 1141.19

T= 594.88

E= 723397.13

N= 1179312.92

PI Sta= 182+04.45

Curve# 4

PI 182+04.45

PT 187+50.76

2.0%

RC

+95

5.2%

BFS

+19


N/F

MCBEAN CREEK PROPERTIES, LLC

N/F

INTERNATIONAL PAPER COMPANY

N/F

8

14

GMD #124

GMD #67

GMD #67

GMD #124

RICH

MOND COUNTY

COUNTYBURKE

EXIS

T. R/W

EXIS

T. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

F 1

F 0

-

-

ESA - STREAM #7 BUFFER

STREAM #7

WETLAND #6

WETLAND #5

WETLAND #6

WETLAND #4

WETLAND #4

WETLAND #4

FENCE (TYP)

ORANGE BARRIER

FENCE (TYP)

ORANGE BARRIER

MAINLINE PROFILE

15-001


0012574

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096


REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:05 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SCALE

VERTICAL: 1" = 10’HORIZONTAL: 1" = 50’

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360360

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360360

104+50 105+50 106+50 107+50 108+50 109+50 110+50 111+50 112+50 113+50 114+50 115+50 116+50 117+50 118+50 119+00

PVI 107+00.00

PVI EL=293.37

PV

C 107+50.00

PV

C EL=293.14

PVI 108+40.00

PVI EL=292.73

PVT 109+30.00

PVT EL=291.21

PV

C 116+30.00

PV

C EL=279.43

PVI 117+30.00

PVI EL=277.75

PVT 118+30.00

PVT EL=276.32-0.4607%

-1.6826%

-1.4324%

180.00 VC

K = 147.32

200.00 VC

K = 799.29

293.37

293.14

292.82

292.34

291.68

290.87

290.03

289.19

288.35

287.51

286.67

285.83

284.99

284.14

283.30

282.46

281.62

280.78

279.94

279.10

278.29

277.50

276.75

276.03

275.31

294.97

294.79

294.47

294.12

293.78

293.35

292.79

292.15

291.38

290.51

289.65

288.82

288.06

287.31

286.54

285.80

284.97

284.10

283.18

282.29

281.39

280.45

279.55

278.74

277.96

277.13

276.30

275.47

274.74

274.05

EXISTING GROUND

SPECIAL DITCH ELEVATIONSSEE CROSS SECTIONS FOR

SPECIAL DITCH LEFT

STA. 107+00

BEGIN 4’ F.B. SPECIAL DITCH LEFT

STA. 109+50

END 4’ F.B.

SPECIAL DITCH RIGHT

STA. 109+75

BEGIN 4’ F.B. SPECIAL DITCH LEFT

STA. 111+25

BEGIN 4’ F.B.

SPECIAL DITCH LEFT

STA. 112+56

END 4’ F.B.

SPECIAL DITCH RIGHT

STA. 115+23

END 4’ F.B.

STA. 106+50.00

BEGIN PROJECT

DEPTH MILLING

25’ VARIABLE

SR 23 C STA 210+00.00

SR 56 C STA 112+41.00 =L

L

PROPOSED GRADE

BE

GI

N

CO

NST

RU

CTI

ON

MAINLINE PROFILE

15-002

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:07 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

SCALE


180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340340

180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340340

119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00

PV

C 129+25.00

PV

C EL=260.63

PVI 132+75.00

PVI EL=255.62

-1.4324%

700.00 VC

K = 116.72

275.31

274.60

273.88

273.17

272.45

271.73

271.02

270.30

269.59

268.87

268.15

267.44

266.72

266.00

265.29

264.57

263.86

263.14

262.42

261.71

260.99

260.25

259.32

258.17

256.81

255.24

253.45

251.45

249.24

274.05

273.34

272.63

271.95

271.32

270.64

269.93

269.21

268.49

267.66

267.03

266.36

265.70

265.07

264.37

263.68

262.97

262.20

261.49

260.86

260.21

259.50

258.56

257.31

255.80

254.21

252.47

250.50

248.22

EXISTING GROUND


SPECIAL DITCH LEFT

STA. 126+04

BEGIN 4’ F.B.

SPECIAL DITCH LEFT

STA. 128+25

END 4’ F.B.

SPECIAL DITCH RIGHT

STA. 130+00

BEGIN 4’ F.B.

SPECIAL DITCH RIGHT

STA. 131+04

END 4’ F.B.

COLLINS RD C STA 230+00.00

SR 56 C STA 123+11.59 =L

L

SPECIAL DITCH RIGHT

STA. 122+38

BEGIN 4’ F.B.

SPECIAL DITCH RIGHT

STA. 230+50

TIE TO COLLINS ROAD

PROPOSED GRADE

MAINLINE PROFILE

15-003

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:10 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

SCALE


130

140

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290290

130

140

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290290

133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00

PVT 136+25.00

PVT EL=229.62

PV

C 142+75.00

PV

C EL=181.32

-7.4299%

700.00 VC

K = 116.72

680.00 VC

K = 82.07

249.24

246.81

244.16

241.31

238.23

234.95

231.45

227.76

224.04

220.33

216.61

212.90

209.18

205.47

201.75

198.04

194.32

190.61

186.89

183.18

179.50

176.09

172.99

170.19

167.69

165.50

163.61

248.22

245.73

243.05

240.03

236.77

233.44

229.92

226.35

222.74

219.06

215.31

211.57

207.88

204.26

200.57

196.78

192.99

189.19

185.54

181.90

178.14

174.76

171.50

168.00

165.22

162.89

160.48

EXISTING GROUND


SPECIAL DITCH LEFT

STA. 137+23

BEGIN 4’ F.B.

PROPOSED GRADE

MAINLINE PROFILE

15-004

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:13 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

SCALE


90

100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250250

90

100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250250

146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00

163.61

162.03

160.75

159.78

159.11

158.74

158.68

158.93

159.36

159.78

160.21

160.64

161.07

161.50

161.92

162.35

162.78

163.22

163.82

164.59

165.55

166.69

168.01

169.38

170.76

160.48

157.02

157.21

156.89

156.58

157.19

157.33

157.58

158.08

158.53

159.42

159.96

160.53

160.91

161.15

161.41

161.47

161.74

162.30

163.19

164.37

165.79

167.28

168.68

170.14

EXISTING GROUND


SPECIAL DITCH LEFT

STA. 147+52

END 4’ F.B.

SPECIAL DITCH RIGHT

STA. 150+00

BEGIN 4’ F.B.

SPECIAL DITCH RIGHT

STA. 156+00

END 4’ F.B.

680.00 VC

K = 82.07

260.00 VC

K = 136.91

PV

C 154+30.00

PV

C EL=163.04

PVI 155+60.00

PVI EL=164.15

PVT 156+90.00

PVT EL=167.73

+2.7551%

+0.8561%

LP EL=158.67

PVT 149+55.00

PVT EL=158.97

CROSS DRAIN

48" TRIPLE BARREL

48" CROSS DRAIN

LP 148+84.74

PVI EL=156.06

PVI 146+15.00

PROPOSED GRADE

MAINLINE PROFILE

15-005

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:16 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

SCALE


90

100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250250

90

100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250250

158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00

PV

C 161+50.00

PV

C EL=180.41

PVT 169+30.00

PVT EL=167.60

PV

C 170+85.00

PV

C EL=158.24

PVI 171+85.00

PVI EL=152.20

PVT 172+85.00

PVT EL=147.36

-6.0388%

170.76

172.14

173.52

174.89

176.27

177.65

179.03

180.41

181.64

182.60

183.27

183.66

183.77

183.60

183.14

182.41

181.39

180.09

178.51

176.64

174.50

172.07

169.36

166.39

163.37

160.35

157.34

154.44

151.69

149.09

146.63

170.14

171.54

172.75

174.39

175.95

177.40

178.70

180.02

181.27

182.31

183.10

183.56

183.64

183.39

182.87

182.15

181.13

179.70

178.02

175.99

173.70

171.25

168.49

165.57

162.50

159.41

156.18

153.47

150.90

148.48

146.08

EXISTING GROUND

SPECIAL DITCH RIGHT

STA. 172+00

BEGIN 4’ F.B.


+2.7551%

PROPOSED GRADE

HP 163+94.37

HP EL=183.77

PVI 165+40.00

PVI EL=191.15

K = 88.70

780.00 VC 200.00 VC

K = 167.06

-4.8416%

MAINLINE PROFILE

15-006

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_15.dgn

2:47:19 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

SCALE


60

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

220220

60

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

220220

173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00

PV

C 173+85.00

PV

C EL=142.52

PVI 175+65.00

PVI EL=133.80

PVT 177+45.00

PVT EL=133.23

PVI 179+50.00

PVI EL=132.57

-4.8416%

-0.3200%

360.00 VC

K = 79.62

146.63

144.21

141.80

139.64

137.78

136.24

135.01

134.10

133.50

133.21

133.05

132.89

132.73

132.57

132.66

146.08

143.73

141.45

139.27

137.45

135.82

134.58

133.84

133.24

132.81

132.44

132.40

132.49

132.56

132.68

132.87

133.20

133.94

133.96

134.11

134.27

134.44

134.47

134.66

134.60

EXISTING GROUND

DEPTH MILLING

25’ VARIABLE

STA. 180+00.00

END PROJECT

SPECIAL DITCH RIGHT

STA. 174+50

END 4’ F.B.


SR 56 SPUR C STA 250+00.00

SR 56 C STA. 177+29.35 =

L

L

PROPOSED GRADE

EN

D

CO

NST

RU

CTI

ON

CROSSROAD PROFILE

16-

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_16-001.dgn

2:47:55 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574

001VERTICAL: 1" = 10’HORIZONTAL: 1" = 50’

SCALESR 56 FROM BURKE COUNTY LINE TO SR 23

SR 23SR 23

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380380

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380380

210+00 211+00 212+00 213+00 214+00 215+00 216+00


SPECIAL DITCH RIGHT

STA. 211+06

BEGIN 4’ F.B.

SPECIAL DITCH LEFT

STA. 211+00

END 4’ F.B.

SPECIAL DITCH LEFT

STA. 210+45

BEGIN 4’ F.B.

SPECIAL DITCH LEFT

STA. 212+50

BEGIN 4’ F.B.

SPECIAL DITCH LEFT

STA. 215+29

END 4’ F.B.

EXISTING GROUND

DEPTH MILLING

25’ VARIABLE

PVI 210+35.23

PVI EL=285.52

PVI 211+05.00

PVI EL=285.10

PVI 213+00.00

PVI EL=287.70

PVT 213+90.00

PVT EL=288.15

PVI 215+29.00

PVI EL=289.00

130.00 VC

K = 67.17

180.00 VC

K = 216.00

TIE T

O E

XISTI

NG

EN

D

CO

NST

RU

CTI

ON

285.98

285.44

285.40

285.73

286.37

287.00

287.51

287.91

288.20

288.51

288.82

285.13

284.93

284.97

285.63

286.25

286.75

287.31

287.69

288.07

288.44

288.79

289.15

SPECIAL DITCH RIGHT

STA. 215+29

END 4’ F.B.

-1.3057% -0.6020%

LP 210+80.44

LP EL 285.37

+1.3333%

+0.5000%

+0.6202%

SR 23 C STA 210+00.00

SR 56 C STA 112+41.00 =L

L

PROPOSED GRADE

PVI 210+00.00

PVI EL=285.98

PV

C 210+40.00

PV

C EL=285.49

PVT EL=285.97

PVT 211+70.00

PV

C EL=286.50

PV

C 212+10.00

PVI 214+00.00

PVI EL=288.20

CROSSROAD PROFILE

16-

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_16-001.dgn

2:48:00 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574

002

COLLINS ROAD


SCALESR 56 FROM BURKE COUNTY LINE TO SR 23

COLLINS ROAD

EXISTING GROUND

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350350

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350350

230+00 231+00 232+00 233+00 234+00 235+00

SPECIAL DITCH LEFT

STA. 230+83

BEGIN V-DITCH

SPECIAL DITCH RIGHT

STA. 230+50

TIE TO SR56 DITCH

SPECIAL DITCH RIGHT

STA. 231+34

TIE TO EXISTING


DEPTH MILLING

25’ VARIABLE

TIE T

O E

XISTI

NG

EN

D

CO

NST

RU

CTI

ON

269.42

267.69

265.16

268.32

266.56

264.74

263.06

261.29

259.53

257.74

255.88

254.00

PVI 230+00.00

PVI EL=269.42

PVI 230+33.11

PVI EL=268.66

PV

C 230+34.50

PV

C EL=268.58

PVI 230+84.00

PVI EL=265.61

PVT 231+33.50

PVT EL=263.64

99.00 VC

K = 49.17

SPECIAL DITCH LEFT

STA. 231+34

TIE TO EXISTING V-DITCHGRADE

PROPOSED

-2.2954%

-5.9933%

L

LCOLLINS RD C STA 230+00.00

SR 56 C STA 123+11.59 =

-3.9800%

PVI 231+34.00

PVI EL=263.62

CROSSROAD PROFILE

16-

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_16-001.dgn

2:48:05 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

0012574

003VERTICAL: 1" = 10’HORIZONTAL: 1" = 50’

SCALESR 56 SPUR


SR 56 SPUR

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

220

230230

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

220

230230

250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00

133.29

135.40

136.29

136.66

136.25

135.47

134.70

134.07

133.62

133.33

133.21

133.26

133.00

135.03

135.78

136.05

135.85

135.31

134.46

133.73

133.28

132.99

132.95

133.18

133.63

133.98

134.60

135.16

135.87

135.94

PVI 250+00.00

PVI EL=133.29

PVI 250+33.15

PVI EL=135.09

PV

C 250+90.00

PV

C EL=136.12

HP EL= 136.66

PVT 252+00.00

PVT EL=136.25

PV

C 252+76.00

PV

C EL=135.06

PVI 254+16.00

PVI EL=132.85

PVT 255+56.00

PVT EL=133.28

-1.5756%

110.00 VC

K = 32.44

280.00 VC

K = 148.96

EXISTING GROUND

GRADE

PROPOSED

PVI 255+64.00

PVI EL=133.30

TIE T

O E

XISTI

NG

EN

D

CO

NST

RU

CTI

ON

DEPTH MILLING

25’ VARIABLE

SR 56 SPUR C STA 250+00.00

SR 56 C STA. 177+29.35 =

L

L

+5.4238%

+1.8149%

HP 251+48.88

PVI EL=137.12

PVI 251+45.00

LP 255+10.71

LP EL=133.21

+0.3041%

DRIVEWAY PROFILE

17-001

280

290290

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

280

290

300300

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+00

280

290290

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+00

PVI 10+00.00

PVI EL=287.09

PVI 10+31.00

PVI EL=286.47

PVI 10+62.17

PVI EL=284.60

5.00 VC

PVI 10+00.00

PVI EL=289.63

PVI 10+29.32

PVI EL=289.04

PVI 10+50.00

PVI EL=287.79

PVI 10+67.85

PVI EL=286.01

-2.0000%

10.00 VC 10.00 VC

PVI 10+00.00

PVI EL=291.68

PVI 10+27.50

PVI EL=291.13

PVI 10+55.00

PVI EL=289.48

10.00 VC

PVI EL=289.45

PVI 10+61.00

STA 109+00.00 LT SR56 (ASPHALT)

RESIDENTIAL DWY

-6.0000% -2.0000%

PVI 10+74.00

PVI EL=285.96

STA 110+24.00 RT SR56 (CONCRETE)

COMMERCIAL DWY

PVI 10+66.00

PVI EL=284.60

-6.0000%-2.0000%


RESIDENTIAL DWY

270

280

290290

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

STA 114+00.00 RT SR56 (ASPHALT)

RESIDENTIAL DWY

270

280

290290

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+0011+10

250

260

270270

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI EL=278.64

PVI 10+31.00

PVI EL=278.02

PVI 10+42.00

PVI EL=277.36

PVI 10+71.00

PVI EL=279.97

10.00 VC

10.00 VC

PVI 10+77.00

PVI EL=280.20

+9.0000%

-2.0000%

PVI 10+00.00

PVI EL=267.49

PVI 10+31.00

PVI EL=266.87

PVI 10+39.50

PVT 10+42.00

PVI 10+82.10

PVI EL=262.10

-2.0000%

-10.0000%

5.00 VC

10.00 VC

PVI 10+89.00

PVI EL=262.46


RESIDENTIAL DWY

STA 116+78.00 LT SR56 (CONCRETE)

COMMERCIAL DWY

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_17.dgn

2:48:42 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

PVI 10+00.00

PVI EL=283.30

-2.0000%

5.00 VC 5.00 VC

VERTICAL SCALE: 1" = 10’

HORIZONTAL SCALE: 1" = 10’

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096



0012574

PROPOSED GRADEPROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

EXISTING GROUND

EXISTING GROUND

EXISTING GROUNDEXISTING GROUND

EXISTING GROUND EXISTING GROUND

PVI 10+55.00

PVI EL=282.20

PVI 10+66.50

PVI EL=281.12

-9.3912%

-1.1429%

CO

NST

RU

CTI

ON

LI

MIT

OF

PVI EL=281.08

PVI 10+70.00

-6.0000%

+5.2174%

CO

NST

RU

CTI

ON

LI

MIT

OF

CO

NST

RU

CTI

ON

LI

MIT

OF

CO

NST

RU

CTI

ON

LI

MIT

OF

+3.8333%26.0000%

0.0000%

-0.8124%

-10.0000%

CO

NST

RU

CTI

ON

LI

MIT

OF

-6.0400%

-0.5000%

CO

NST

RU

CTI

ON

LI

MIT

OF

INV EL. 282.56

PROPOSED 18" PIPE

INV EL. 274.62

PROPOSED 18" PIPE

INV EL. 284.27

PROPOSED 18" PIPE

INV EL. 287.30

PROPOSED 18" PIPEINV EL. 278.10

PROPOSED 36" PIPE

DRIVEWAY PROFILE

17-002

240

250

260

270270

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10

PVI 10+00.00

PVI EL=261.61

PVI 10+27.93

PVI EL=261.05

PVI 10+36.43

PVI EL=260.54

PVI 10+82.24

PVI EL=255.96

-2.0050%

-9.9969%

5.00 VC

10.00 VC

PVI 10+88.24

PVI EL=255.78


RESIDENTIAL DWY

240

250

260

270270

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+00

PVI 10+00.00

PVI EL=261.02

PVI 10+27.18

PVI EL=260.48

PVI 10+35.68

PVI EL=259.97

PVI 10+57.00

PVI EL=259.67

5.00 VC

-1.4071%-1.9868%


RESIDENTIAL DWY

250

260260

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI 10+29.00

PVI EL=257.02

PVI 10+63.00

PVI EL=254.98

-2.0000%-6.0000%

10.00 VC

PVI EL=254.89

PVI 10+69.00


RESIDENTIAL DWY

140

150

160

170170

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10

PVI 10+00.00

PVI EL=159.04

PVI 10+27.00

PVI EL=160.55

PVI 10+35.50

PVI EL=160.35

PVI 10+64.00

PVI EL=160.31

-0.1462%

5.00 VC 10.00 VC

+5.5926%

PVI EL=159.99

150

160

170170

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI EL=162.91

PVI 10+27.00

PVI EL=164.19

PVI 10+52.00

PVI EL=163.37

-3.2800%

10.00 VC

+4.7407%

PVI 10+58.00

PVI EL=163.68

STA 154+15.00 RT SR56 (ASPHALT)RESIDENTIAL DWY


COMMERCIAL DWY

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_17.dgn

2:48:43 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096





0012574

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

CO

NST

RU

CTI

ON

LI

MIT

OF

-1.5000%

-6.0000%-3.0000%

CO

NST

RU

CTI

ON

LI

MIT

OF

-6.0000%

CONSTRUCTION

LIMIT OF

-2.3333% -5.3333%

CO

NST

RU

CTI

ON

LI

MIT

OF

PVI 10+70.00

+5.1667%

CO

NST

RU

CTI

ON

LI

MIT

OF

INV EL. 160.94

PROPOSED 18" PIPE

INV EL. 257.10

PROPOSED 18" PIPE

INV EL. 253.16

PROPOSED 18" PIPE

DRIVEWAY PROFILE

17-003

160

170

180

190190

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+00

PVI 10+00.00

PVI EL=180.48

PVI 10+27.00

PVI EL=179.94

PVI 10+41.33

PVI EL=179.08

5.00 VC


RESIDENTIAL DWY

PVI 10+45.00

PVI EL=179.04

-6.0000% -2.0000%

270

280

290290

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI EL=287.38

PVI 10+14.00

PVI EL=286.71

PVI 10+22.50

PVI EL=286.20

PVI 10+36.00

PVI EL=285.66

PVI 10+39.00

PVI EL=285.67

-4.8000%-4.0000%


COMMERCIAL DWY

270

280

290290

10+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+00

PVI 10+00.00

PVI EL=288.89

PVI 10+14.00

PVI EL=288.78

PVI 10+22.50

PVI EL=288.27

PVI 10+48.00

PVI EL=286.11

PVI 10+51.00

PVI EL=285.95

5.00 VC

5.00 VC

STA 214+96 LT SR23 (CONCRETE)RESIDENTIAL DWY

-8.4706%

130

140140

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI EL=136.36

PVI 10+14.00

PVI EL=136.08

PVI 10+20.00

PVI EL=135.72

PVI 10+45.00

PVI EL=135.47

-2.0000% -1.0002%

120

130

140140

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00

PVI 10+00.00

PVI EL=133.87

PVI 10+14.00

PVI EL=134.26

PVI 10+22.50

PVI EL=133.82

PVI 10+30.00

PVI EL=133.15

PVI 10+33.50

PVI EL=133.15

2.7857%

5.00 VC

5.00 VC

STA 251+92.00 RT SR56 SPUR (ASPHALT)RESIDENTIAL DWY

STA 253+57.00 RT SR56 SPUR (ASPHALT)RESIDENTIAL DWY

5.00 VC 5.00 VC

250

260

270

280280

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70

PVI 10+00.00

PVI EL=261.11

PVI 10+09.35

PVI EL=261.09

PVI 10+35.00

PVI EL=261.12

STA. 232+05 RT COLLINS RD (GRAVEL)RESIDENTIAL DWY

Fax: (770) 925-0565

Phone: (770) 925-0357

Duluth, GA 30096




PROPOSED GRADE PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

CO

NST

RU

CTI

ON

LI

MIT

OF

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

CO

NST

RU

CTI

ON

LI

MIT

OF

-5.9765%

+0.3464%

CONSTRUCTION

LIMIT OF

-6.0000%

-5.3333%

CO

NST

RU

CTI

ON

LI

MIT

OF

-0.7857%

-6.0000%

-0.2139% 0.1170%-5.1765%

-8.9350%

0.0037%

CO

NST

RU

CTI

ON

LI

MIT

OF

CONSTRUCTIONLIMIT OF

-1.0909%

INV EL. 253.90

PROPOSED 36" PIPE

INV EL. 283.09

PROPOSED 18" PIPE

INV EL. 284.50

PROPOSED 18" PIPE

REVISION DATES

2/18/2016

MNerenbaum

GPLOT-V8


0012574_17.dgn

2:48:44 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.


0012574

gplot-v8 hephzibah c of g project department...

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