sheet no. description sheet no. description

SHEET NO. SHEET NO. DESCRIPTIONDESCRIPTION

REVISION DATES

DRAWING No.

TRANSPORTATION DEPARTMENTCITY OF ROSWELL

4/28/2016

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0090612_02-001.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS

OFFICE: ENGINEERING DESIGN DIVISION

INDEX

OLD ROSWELL RD AT WARSAW RD

02-001

9:51:09 AM

GPLN

DWG NO. DWG NO.

STATE

GA

4/27/2012

TS-11 FIBER OPTICS DETAILS - 2 OF 2 (4-10)

TS-10 FIBER OPTICS DETAILS - 1 OF 2 (4-10)

TS-03A PEDESTRIAN FACILITIES INSTALLATION DETAILS (4-10)

TS-02 PULLBOX ASSEMBLY AND INSTALLATION (4-10)

TS-01 INDUCTIVE-LOOP DETECTOR INSTALLATION (4-10)

T-14 DETAIL OF PAVEMENT MARKING HATCHING (11-08)

T-13A DETAILS OF PAVEMENT MARKING WORDS - SHEET 1 OF 2 (1-00)

T-12B DETAILS OF PAVEMENT MARKINGS - ARROWS (4-00)

T-12A DETAILS OF PAVEMENT MARKING ARROW LOCATION (1-00)

T-11A DETAILS OF PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY (1-00)

T-06 DETAILS OF OVERHEAD SIGNS (1-00)

T-05A DETAILS OF REGULATORY SIGNS, SHEET 1 OF 2 (1-03)

T-03A TYPE 7,8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL (7-02)

T-01 DETAILS OF SIGN PLATES (1-00)

D-41 CONSTRUCTION EXIT (1-11)

D-24C TEMPORARY SILT FENCE, J-HOOK, INLET SEDIMENT TRAPS - SHEET 3 OF 4 (1-11)

D-24A TEMPORARY SILT FENCE - SHEET 1 OF 4 (1-11)

REQUIREMENTS (6-09)

A-4 DETECTABLE WARNING SURFACE, TRUNCATED DOME SIZE, SPACING & ALIGNMENT

A-3 CONCRETE SIDEWALK DETAILS, CURB CUT (WHEELCHAIR) RAMPS (6-09)

AT DRIVE (7-11)

A-2 CONCRETE VALLEY GUTTER AT STREET INTERSECTION, 6" OR 8" VALLEY GUTTER

A-1 DRIVEWAYS WITH TAPERED ENTRANCES, CONCRETE VALLEY GUTTERS (7-11)

GEORGIA CONSTRUCTION DETAILS

9107 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON MULTI-LANE UNDIVIDED HIGHWAY (3-06)

9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS (3-06)

9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS (11-11)

1120 FLARED END SECTIONS FOR PIPES (6-06)

1030D3 CONCRETE & METAL PIPE CULVERTS, SHEET 3 OF 3 (9-01)



1019A DROP INLETS (BUILT-IN-PLACE) (8-99)

GEORGIA CONSTRUCTION STANDARDS

48-52 60-002 TO 60-006 RIGHT-OF-WAY MAP

47 60-001 RIGHT-OF-WAY COVER

43-46 54-001 TO 54-004 BMP LOCATION DETAILS

36-42 52-001 TO 52-007 EROSION CONTROL LEGEND AND UNIFORM CODES

35 27-001 SIGNAL PLANS

31-34 26-001 TO 26-004 SIGNING AND MARKING PLANS

26-30 24-000 TO 24-004 UTILITY PLANS

18-25 23-001 TO 23-008 CROSS SECTIONS

17 22-001 DRAINAGE PROFILES

15-16 17-001 TO 17-002 DRIVEWAY PROFILES

14 14-001 CROSSROAD PLAN

11-13 13-001 TO 13-003 MAINLINE PLAN

9-10 06-001 TO 06-002 SUMMARY OF QUANTITIES

5-8 05-001 TO 05-004 TYPICAL SECTIONS

4 04-001 GENERAL NOTES

3 03-001 REVISION SUMMARY

2 02-001 INDEX

1 01-001 COVER

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS


REVISION SUMMARY


03-001

9:52:18 AM

GPLN

SHEET NO.DATE REVISION SHEET NO.DATE REVISION

STATE

GA

4/27/2012

UTILITY OWNER SERVICE CONTACT NUMBERS SHEET NUMBERS

AT&T COMMUNICATIONS 770-514-9755

AGL RESOURCES NATURAL GAS 404-584-4431

CABLE 404-597-2712

COMCAST CABLE CABLE

FIBERLIGHT 770-335-9967

WATER & SEWER 404-612-9411

CHARTER COMMUNICATIONS

FULTON COUNTY WATER & SEWER

FULTON COUNTY WATER & SEWER

GEORGIA POWER COMPANY

TIME WARNER CABLE

VERIZON/MCI

WATER & SEWER

ELECTRICITY

CABLE

NETWORK SERVICES

FIBEROPTIC NETWORK SERVICES

404-612-7537

706-340-6457

678-526-3767

770-471-0041

[email protected]

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS


GENERAL NOTES


04-001

9:53:06 AM

GPLN

STATE

GA

4/27/2012

GENERAL NOTES

3. ALL TRAFFIC CONTROL MUST FOLLOW MUTCD PART 6 "TEMPORARY TRAFFIC CONTROL."

2. ALL CONSTRUCTION WILL BE ACCOMPLISHED UNDER TRAFFIC UNLESS SPECIFIED OTHERWISE.

6. THE CONTRACTOR SHALL DISPOSE OF ALL GUARDRAIL, WOOD STRAIN POLES, AND SIGNS ONCE THEY HAVE BEEN REMOVED. BURIAL OF THESE

ITEMS WILL NOT BE ALLOWED WITHIN THE PROJECT LIMITS.

OR AS DIRECTED BY THE ENGINEER.

5. ALL EXISTING WATER, SANITARY SEWER PIPE AND OTHER UTILITIES SHALL BE RETAINED UNLESS OTHERWISE NOTED ON PLANS

7. PAYMENT FOR ALL REMOVALS SHALL BE INCLUDED IN THE OVERALL BID PRICE FOR GRADING COMPLETE.

DURING CONSTRUCTION.

4. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY RESULTING BROKEN WATER, SANITARY SEWER PIPE OR OTHER UTILITIES

GRADED AGGREGATE BASE, 6"

CONCRETE -

DRIVEWAY EASEMENTS NOT SHOWN ON THE PLANS SHALL BE ACQUIRED. DRIVES SHALL BE CONSTRUCTED USING:

ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE CONSTRUCTED. REQUIRED

DRIVES SHALL BE 24 FEET WIDE UNLESS NOTED OTHERWISE IN THE PLANS. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE

THE PLANS. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHERWISE IN THE PLANS. COMMERCIAL

CONTRACTOR SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS OR AS LOCATED IN

AND AGGREGATE SURFACE COURSE FOR DIRT DRIVES. DRIVEWAY RELOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA. THE

8. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED SHALL BE PLACED IN KIND, I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE,

WARNING TILE.

9. WARNING SURFACES FOR RAMPS SHALL BE FEDERAL STANDARD 595 COLOR FS 20109 (DARK RED IN COLOR), CAST-IN-PLACE DETECTABLE

1. A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.

ZAYO GROUP NETWORK SERVICES [email protected]

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

24-001 to 24-005

UTILITIES GENERAL NOTES

TOTAL PROJECT AREA = 1.94 ACRES

10. TOTAL DISTURBED AREA = 0.36 ACRES

ASPHALT - 1.5" ASPH CONC 9.5mm SUPERPAVE (165 LB/SY)

STANDARD SIGNS GENERAL NOTES

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID FOR THE SPECIFIC ITEM.

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

AND ANY APPLICABLE CITY OF ROSWELL STANDARDS.

3. ALL INSTALLATION MATERIALS AND METHODS SHALL COMPLY WITH THE CURRENT GEORGIA DEPARTMENT OF TRANSPORTATION STANDARDS AND

SPECIFICATIONS AND/OR SPECIAL PROVISIONS.

4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.

5. ALL SIGNS SHALL HAVE TYPE 11 RETROREFLECTIVE SHEETING EXCEPT SCHOOL RELATED SIGNS, WITH THEIR REQUIRED PLAQUES AND

ADVISORY NAME BLADES, WHICH SHALL HAVE FLUORESCENT YELLOW/GREEN COLOR AND TYPE 11 SHEETING.

OR EXCEED ASTM D 4956 SPECIFICATIONS FOR RETROREFLECTIVITY. SIGN COLORS SHALL BE MATCHED VISUALLY AND BE WITHIN THE

COLOR TOLERANCE LIMITS SHOWN ON THE APPROPRIATE HIGHWAY COLOR TOLERANCE CHARTS ISSUED BY THE FHWA UTILIZING THE

INSTRUCTIONS THEREON.

CONTRARY TO THESE PLANS.

CLEANING AND REPLACEMENT OF EXISTING SIGNS SHOULD THESE SIGNS NEED CLEANING, REPAIR OR REPLACEMENT DURING CONSTRUCTION.

14. ALL SIGNS SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED ON PLANS.

2. ALL WATER VALVES, WATER METER BOXES AND SEWER MANHOLES SHALL BE ADJUSTED TO THE PROPOSED GRADE.

BY THE CONTRACTOR BEFORE CONSTRUCTION.

1. A FIELD VERIFICATION OF HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING WATER AND SEWER LINES SHALL BE PERFORMED

RESIDENTIAL DRIVEWAY CONCRETE, 6" THICK

COMMERCIAL DRIVEWAY CONCRETE, 8" THICK

STANDARD SIGNS GENERAL NOTES (CONT’D)

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

6. TYPE 9 ( VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS REQUIRING

REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS.EITHER CLASS I

R1-3P, R5-1, R5-1A, R5-1B).

7. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL RED SERIES SIGNS (R1-1, R1-2,

8. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING SHALL BE USED FOR SCHOOL ZONE

(S1-1, S2-1, S3-1, S4-3, AND THE TOP PORTION OF THE S5-1) SIGNS, BICYCLE CROSSING (W11-1) SIGNS,

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

SIGNS SPECIFICALLY LISTED ABOVE AND ALL REGULATORY SIGNS PLACED AS PART OF THE SCHOOL ZONE SIGNING

SHALL HAVE TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING BACKGROUNDS OF THE APPROPRIATE COLOR.

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

10.ALL SIGNS SHALL BE ON 5052-H38 FLAT ALUMINUM ALLOY (0.080 GAUGE THICKNESS) WITH ROUNDED CORNERS.ALL SIGNS SHALL MEET

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SIGNS/POSTS/PAVEMENT MARKINGS THAT ARE DUPLICATED OR

13. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF EXISTING TRAFFIC CONTROL SIGNS THROUGHOUT CONSTRUCTION. THIS INCLUDES

11. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE

WITHIN THE LIMITATIONS OF THE MUTCD, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR WITHOUT

PRIOR APPROVAL FROM CITY OF ROSWELL DEPARTMENT OF TRANSPORTATION.

(OLD ROSWELL ROAD, STA 100+00 TO STA 107+16)15. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL ERADICATE BY WATERBLASTING ALL EXISTING MARKING IN CONFLICT WITH THE PLANS

REVISION DATES

DRAWING No.


4/28/2016

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0090612_05.dgn SHEET NO.PROJECT NUMBER

TOTAL SHEETS


TYPICAL SECTIONS


05-001

9:54:06 AM

GPLN

STATE

GA

12/14/2012

NOT TO SCALE

A

" RECYCLED ASPH. CONC. 9.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LB.SQ. YDS)2-11

" RECYCLED ASPH. CONC.19 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB.SQ. YDS)2

4" RECYCLED ASPH. CONC.25 mm SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (440 LB.SQ. YDS)

12" GRADED AGGREGATE BASE

6"x24" CONC. CURB & GUTTER, GA. STD. 9032-B, TYPE 2

CONCRETE SIDEWALK, 4", GA. DETAIL A-3

ASPHALTIC CONC. LEVELING, AS REQUIRED

B

C

D

E

F

G

H

Profile Grade

Travel Lane Travel Lane

12’-0"

2% 2:1

MAX

2:1 MAX

5’-0"

2’-0"

Sidewalk

10’-0"

Shoulder

CL

12’-0"

Match Existing Grade Match Existing Grade

A C

B

D

E

FG

4’-0"

Shoulder

Bike

TANGENT SECTION

OLD ROSWELL ROAD

TYPICAL SECTION 2

3:1

2%

3:1

Profile Grade

12’-0"

Travel Lane

CL


A

TANGENT SECTION

OLD ROSWELL ROAD

TYPICAL SECTION 1

0’-0" to 8’-0"

Width Varies

Full Depth Pvmt

Widen with

Existing Pavement

12’-0"

STA 107+70.28 TO STA 109+76.00

Grass Strip

2’-0"

24’-0"16’-0"

Shoulder

Bike

Shoulder

Bike

14’-0" 14’-0" to 26’-0"

0’-0" to 12’-0"

Width Varies


12’-0"

Existing Pavement

H

H

Travel Lane

1’-0" TO 2’-0" 1’-0" TO 2’-0"

INCL. BITUM MATL & H LIME (165 LB/SQ. YDS.)

MILL TO 1-1/2" DEPTH. OVERLAY WITH RECYCLED ASPH. CONC. 9.5 MM SUPERPAVE, GP 2 ONLY,

STA 106+94.00 TO STA 107+70.28

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS


TYPICAL SECTIONS


05-002

9:54:07 AM

GPLN

STATE

GA

12/14/2012

NOT TO SCALE

Profile Grade

11’-0"


11’-0"

2% 2:1

MAX

2:1 MAX

5’-0"

2’-0"

Sidewalk

10’-0"

Shoulder

CL

2’-0" 2’-0"

Shoulder

Bike

Shoulder

Bike


A C

B

D

E

FG

TANGENT SECTION

TYPICAL SECTION 4

WARSAW ROAD

Profile Grade

12’-0"


12’-0"

2:1 MAX

2’-0"

2’-0"

4’-0"

Shoulder

CL


A C

B

D

E

F

4’-0"

Shoulder

Bike

TANGENT SECTION

OLD ROSWELL ROAD

TYPICAL SECTION 3

3:1

2%

3:1

3:1

Full Depth Pvmt

Widen with

0’-0" to 8’-0"

Width Varies

A








B

C

D

E

F

G

H

Width Varies

0’-0" to 11’-0"

STA 51+20.00 TO STA 52+92.00

STA 109+76.00 TO STA 112+65.00

0’-0" to 12’-0"

Width Varies

Grass Strip

2’-0"

Full Depth Pvmt

Widen with

0’-0" to 11’-0"

Width Varies

14’-0" to 24’-0"

13’-0" to 24’-0"13’-0"

16’-0"

Existing Pavement

Existing Pavement

H

H

Travel Lane

Travel Lane



REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS


TYPICAL SECTIONS


05-003

9:54:08 AM

GPLN

STATE

GA

12/14/2012

NOT TO SCALE

Profile Grade

11’-0"


11’-0"

2% 2:1

MAX

2:1 MAX

5’-0"

2’-0"

2’-0"

Sidewalk

10’-0"

Shoulder

CL


A C

B

D

E

FG

TANGENT SECTION

TYPICAL SECTION 5

WARSAW ROAD

3:1

3:1

11’-0"

2%

Profile Grade

11’-0"


CL


A

TANGENT SECTION

TYPICAL SECTION 6

Existing Pavement

WARSAW ROAD

STA 54+21.42 TO STA 55+00.00

STA 52+92.00 TO STA 54+21.42

Full Depth Pvmt

Widen with

0’-0" to 9’-0"

Width Varies

11’-0"11’-0"

Travel Lane

A








B

C

D

E

F

G

H

13’-0" to 24’-0"13’-0"

2’-0"

Shoulder

Bike

2’-0"

Shoulder

Bike

Existing Pavement

H

H

Travel Lane



REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS


TYPICAL SECTIONS


05-004

9:54:08 AM

GPLN

STATE

GA

12/14/2012

NOT TO SCALE

CLASS "B" CONCRETE

SURFACE COURSE

WIDTH

EXCAV.

AREA

0.0 < WIDTHS < 5.0

6" MIN.

NO SCALE

Item Code 500-9999 - Cu. Yds.

CLASS "B" CONCRETE BASE OR PAVEMENT WIDENING

In excavated areas greater than 5’-0" in width, the Contractor shall

place base and paving as specified on the typical section.

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

that are 5’-0" or less in width, Class "B" concrete shall be placed in lieu

of the base and paving specified by the typical section. Payment will be

made under "Class B Concrete Base and Pavement Widening".

CLASS "B" CONCRETE BASE OR WIDENING DETAIL

See plans for details of curb and gutter construction.

STATION & SIDE

SUMMARY OF DRIVEWAY QUANTITIES

WI

DT

H

LOCATION

VALLE

Y

GUTTE

R

GR

ADE

D

AG

GRE

GATE

* NOTE: FOR IMFORMATION ONLY; SEE SURFACING QUANTITIES BLOCK.

FEET TON TON SQ. YD.

109+42 RT 20 6 18

110+53 RT 16

112+01 RT 16 17

1952+80 RT 24 6

TOTAL

DRI

VE

WA

Y

CO

NC

RETE

SQ. YD.

6 I

N.

6 I

N.

6 I

N.

1-1/2 I

N.

111+57 RT 16 23 17

17

12 37 51 76

53

8 I

N.

VALLE

Y

GUTTE

R

SQ. YD.

42

54

96

9.5

MM

ASP

H

CO

NC.

TON

7

8

15

ASP

H

CO

NC.

2 I

N.

19

MM

7

3

4

BIT

UM

TA

CK

CO

AT

GAL.

TRAFFIC CONTROL

LUMP SUMTOTAL

DRIVEWAY CONCRETE - 6 IN.

TOTAL

SY 76

ITEMS UNIT

371

85

59

37

15

7

12

408

100

66

345

RECYCLED ASPH CONC, 19MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME

BITUMINOUS TACK COAT

TOT

ALS

TE

MP

OR

AR

Y

D

RI

VE

WA

YS

RO

AD

WA

Y

P

AVE

ME

NT

SURFACING QUANTITIES

TON

TON

GAL

333

GRADED AGGREGATE BASE COURSE

RECYCLED ASPH CONC, 25MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME 200 TON 0 200

TOTAL 9 CY

CLASS "B" CONCRETE BASE OR WIDENING

TOTAL LUMP SUM

GRADING COMPLETE

CONC VALLEY GUTTER, 6 IN.

TOTAL

SY 51

LOCATION

DRAINAGE QUANTITIES

ST

RU

CT

URE

NU

MBE

R

DR

AI

N PIPE

GA. ST

D. 1011

A

AD

D’L

DEPT

H

LF EA EA LF LF SY

BRI

CK

MA

NH

OLE

GA. ST

D. 1033

D

CAT

CH

BASI

N

PL

ASTI

C FILTE

R F

AB

RI

C

SY

BASI

N T

O

MA

NH

OLE

CO

NVE

RT E

XISTI

NG

CAT

CH

EA

DR

OP I

NLET

GA. ST

D. 1019

A TP E

A-1 109+65 RT

TOTALS

24" ST

OR

M

15

15

EA

1

1

FL

ARE

D E

ND SE

CTI

ON

GA. ST

D. 1120

CONCRETE CURB & GUTTER

TOTAL

6"X 24" TP 2, STD. 9032-B

807 LF

CONC SIDEWALK - 4 IN.

TOTAL

SY 250

5 5

TON

TOTAL

MILL ASPH CONC PVMT TO 1-1/2"

3442 SY

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS

06-001


SUMMARY QUANTITIES


9:55:16 AM

GPLN

STATE

GA

4/27/2012

SUMMARY OF QUANTITIES

CONC VALLEY GUTTER, 8 IN.

TOTAL

SY 96

RIP-

RAP, PL

AI

N,

12 I

N.

5 5

SAWED JOINTS IN EXIST PAVEMENT - ASPHALT

TOTAL 500 LF

RECYCLED ASPHALTIC CONCRETE LEVELING (AS DIRECTED BY THE ENGINEER) TON

GA. ST

D. 1019

A

TYPE "

D"

DR

OP I

NLET

EA

1

1

53

RECYCLED ASPH CONC, 9.5MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME

53

AD

D’L

DEPT

H

LF

1

1

UNIT QUANTITYDESCRIPTION

THERMOPLASTIC TRAFFIC STRIPING

NOTE: LOCATION TO BE DETERMINED BY ENGINEER.

TO GRADE

AS REQUIRED 8 EACH

ADJUST WATER VALVE

AS REQUIRED 1 EACH

RELOCATE FIRE HYDRANT

THERMOPLASTIC PAVEMENT MARKING ARROWS

DESCRIPTION QUANTITY

NOTE: SEE PLANS FOR LOCATION.

TYPE 2

TYPE 3

UNITDESCRIPTION

5" SOLID WHITE

24" SOLID WHITE

8" SOLID WHITE

5" SKIP WHITE

LF

LF

LF

LF

LF

THERMOPLASTIC SOLID TRAFFIC STRIPE

2601

SY

SY

WHITE

YELLOW

139

344

14965" SOLID YELLOW

452

116

1185

QUANTITY

UNIT

EA

EA

7

2

TOTAL

RELOCATE EXISTING SIGN & POLE

3 EA

GRASSING

UNIT TON TONITEM

TOTAL

LBQUANTITY

DETAIL DIMENSIONS.

ESTIMATING PURPOSES ONLY). ACRES COMPUTED FROM GRASSING

FERTILIZER FERTILIZER

MIXED

GRADE

NITROGEN

CONTENT

5.0 1.0 53

1

3

0

53ACRE

*APPROXIMATELY 1 ACRES OF GRASSING WILL BE REQUIRED (FOR

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS

06-002


SUMMARY QUANTITIES


9:55:16 AM

GPLN

STATE

GA

4/27/2012

SUMMARY OF QUANTITIES

SILT FENCE, TYPE CMAINTENANCE OF TEMPORARY

418 LF

TYPE CTEMPORARY SILT FENCE

836 LF

SOD

79 SY

EROSION CONTROL MATS, SLOPES

66 SY

TO GRADE

AS REQUIRED

ADJUST MANHOLE

2 EACH

INSTL.

NO.

SUPPORT

SIGN

BREAKAWAY

TOTALS

OLD ROSWELL RD

1

2

SUMMARY OF QUANTITIES-STANDARD SIGNSSIGNS SIGNS SQUARE TUBE POST

EACHLENGTH

TOTALQTY(FEET)

LENGTH

LENGTH

TOTALQTY

TYPE 8

(FEET)

LENGTH

LENGTH

TOTALQTY(FEET)

LENGTHSIZE QTY FEET

SIZESQUARE

QTYSQUARE

FEET SIZE QTYSQUARE

FEETSIZE QTY

SQUARE

FEET

TYPE 2 (0.10)TYPE 1 (0.08)TYPE 2 (0.10)TYPE 1 (0.08)CODESTATION

TYPE 9TYPE 7

107+40 R-SPEC

R-SPEC108+00

30 x 36

30 x 36

1 7.50

1 7.50

15.00

CONSTRUCT & REMOVE RIP RAP CHECK DAM

1 EACH

16 LF

MAINTENANCE OF RIP RAP CHECK DAM

TO GRADE

AS REQUIRED 1 EACH

ADJUST VERIZON/MCI BOX

AGR

PERMANENT GRASSING

TEMPORARY GRASSING ACRE

MULCH

TON

1.0 0 0.5

3

LIME

1.5 2.0

5.0

(TYPE I1 REFLECTIVE SHEETING)(TYPE 9 REFLECTIVE SHEETING)

BARRIER FENCE (ORANGE) - 4 FT.

447 LF

UNIT QUANTITYDESCRIPTION

LF 273

161

5" SOLID WHITE

5" SKIP WHITE GLF

OTHER MARKINGS EA 2

REMOVE EXISTING PVMT MARKINGS

AS REQUIRED 1 EACH

STRUCTURE - STA. 109+65RECONSTRUCT MISC DRAINAGE

E 2246186.47

N 1469026.40

STA 100+00.00

OLD ROSWELL ROAD

BEGIN PROJECT

LOCATION CD#9802 CONC CONC

CONC

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 13-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS

Design File and Plot Substitution information


MAINLINE PLAN


13-001

9:56:01 AM

GPLN

STATE

GA

4/27/2012

100+00

101+00

102+00

103+00

104+00

PO

B 100+00.00

N 74°09’29"E

104+00

OLD ROSWELL RD

JAMES D. & JOANNE MOORECHARLES A. & AMY S. KING

SAMUEL PESCATURE

KENNETH SUSSMAN

KE

NNET

H S

USS

MA

N

HA

RR

Y

G. I

NS

COE III

HARRY G. INSCOE III

SARAH WINNER SARAH L. WINNER

SARAH WINNER

SA

RA

H

WI

NNE

R

OF JUNE 4, 1993THE STAATS LIVING TRUST

SAINT DAVIDS MISSION, INC

SA

RA

H

WI

NNE

R

EXIST R/W

EXIST R/W

LOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CD#9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911

15"

RCP

INV:1052.43’

24"

RCP

24"RCP

#9910

LOCATION CD

CONCRETESTAMPED

CONCRETE

CONC CONC

CONC

CONC

EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON

RGM

24"

A-2

A-1

Cd-S

2

& MAINT OF DRNG AREAEASEMENT FOR CONST

104+00

105+00

106+00

107+00

108+00

109+00

53+00

54+00

55+00

N 74°28’30"E N 73°37’12"E

110+00

N 00°43’39.91"

W

CURVE 1 CURVE 2

CUR

VE 6

N 15°31’56"

W

P.T. 104+97.12

P.T. 108+91.43

P.T. 52+59.09

P.T. 55+25.82

P.

C. 104+69.45

P.

C. 108+16.80

P.C. 53+70.79

E= 0.02

R= 5000.00

L= 27.68

T= 13.84

D= 01^08’45.30"

DELTA= 00^19’01.8" (RT)

E= 2246651.40

N= 1469158.34

PI Sta= 104+83.29

Curve# 1

E= 5.04

R= 600.00

L= 155.03

T= 77.95

D= 09^32’57.47"

DELTA= 14^48’15.5" (LT)

E= 2246929.72

N= 1469262.56

PI Sta= 54+48.74

Curve# 6

E= 0.09

R= 1500.00

L= 33.40

T= 16.70

D= 03^49’10.99"

DELTA= 01^16’33.5" (LT)

E= 2246932.34

N= 1469056.23

PI Sta= 52+42.39

Curve# 5

E= 0.14

R= 5000.00

L= 74.63

T= 37.32

D= 01^08’45.30"

DELTA= 00^51’18.7" (LT)

E= 2247008.71

N= 1469257.59

PI Sta= 108+54.12

Curve# 2

CUR

VE 5

104+00

110+00

+42

+80

20’

24’

STA 55+00.00

WARSAW ROAD

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

OLD ROSWELL RDOLD ROSWELL RD

WARS

AW R

D

WA

RS

AW

RD

+19

24’

+73

24’

24’

+22

+10

24’

+74

24’

5’ SI

DE

WAL

K

5’ SIDEWALK

R 40’

54.00’ RT

STA 109+52

TIE TO EXISTING C&G

50.00’ RT

STA 52+92

TIE TO EXISTING C&G

54.00’ RT

STA 109+32

TIE TO EXISTING C&G

R 27’

R 27’

R 22’ R 22’

50.00’ RT

STA 52+68

TIE TO EXISTING C&G

CL WARSAW RD

STA 54+21.42

CL OLD ROSWELL RD=

STA 107+70.28

80°26’24"

CO

NCRETE

AS

HP

ALT

CONCRETE

ASPHALT

15’

TP "A" RAMPS

GA STD A3

TP "B" RAMP

GA STD A3

TP "B" RAMP

GA STD A3

TP "A" RAMP

GA STD A3

TP "D" RAMP

GA STD A3

TP "D" RAMP

GA STD A3

TP "D" RAMP

GA STD A3

36’ RT

+19

15’ LT

+16

25’ RT

+67

18’ LT

+23

31’ RT

+01

DITCH TO DRAIN

GRADE EXISTING

CATCH BASINREPLACE TOP OF

STA 106+94.00

OLD ROSWELL RD

BEG. MILL & OVERLAY

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 13-001

MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 13-003

MATCH LINE STA. 52+50 DRAWING No. 14-001

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS



MAINLINE PLAN


13-002

9:56:39 AM

GPLN

STATE

GA

4/27/2012

PARKING LOT.

DRIVEWAY ACCESS TO, THIS

EQUIPMENT ON, NOR OBSTRUCT

CONSTRUCTION MATERIALS OR

CONTRACTOR SHALL NOT PLACE

NOTE:

OF SLOPESEASMENT FOR CONSTRUCTION

DR

VW

Y E

AS

MT

OF SL

OPES

EAS

ME

NT F

OR C

ONSTR

UCTI

ON

&

MAI

NT

OF SL

OPES

EAS

ME

NT F

OR C

ONST

EASMT

DRVWY

APPROX. L.L.L.

APPR

OX. L.L.L.

ROSWELL CITY LIMITS

CITY LIMITSALPHARETTA

542

523

EXIST R/W

EXIST R/

W

SA

RA

H

WI

NNE

R

HA

RR

Y P.

ALE

XA

NDE

R J

R.

SARAH WINNER MELISSA W. SPENCER

DO

RIS

M.

WATE

RS

SA

RA

H

WI

NNE

R

RONNY J. PETERSON SR. NJUK TJIN LIM ENTRUST GEORGIA, LLC

LESLIE F. HUNTER

LESLIE F. HUNTER

GEORGIA, LLCSERVICES OF

ENTRUST RETIREMENT

SA

RA

H

WI

NNE

R

JULI

A

K. L

AN

DR

UM

RO

BE

RT

R.

DIPEIT

RO

CONTRACTORS, LLCHODGE & HICKS GENERAL

TRI MANAGEMENT, G.P.

TRI

MA

NA

GE

ME

NT,

G.P.

SAINT DAVIDS MISSION, INC

SA

RA

H

WI

NNE

R

EXIST

R/

W

EXIST

R/

W

EXIST R/

W

EXIST R/W

EXIST R/WEXIST R/W

E 2247402.13

N 1469376.01

STA 112+65.00

OLD ROSWELL ROAD

END WIDENING, MILL & OVERLAY

END PROJECT

#9750

LOCATION CD

CONCCONC CONC

CONC

CONC

CONC

CONC

EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 13-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS



MAINLINE PLAN


13-003

9:57:11 AM

GPLN

STATE

GA

4/27/2012

112+00

113+00

N 72°43’48"E

110+00

N 66°44’05"E

CURVE 3

CURVE 4

P.T. 111+25.35

P.T. 113+76.98

P.

C. 111+02.05

P.

C. 112+35.72

PT 113+78.43

E= 0.05

R= 1500.00

L= 23.30

T= 11.65

D= 03^49’10.99"

DELTA= 00^53’24.2" (LT)

E= 2247257.75

N= 1469330.80

PI Sta= 111+13.70

Curve# 3

E= 1.85

R= 1350.00

L= 141.26

T= 70.69

D= 04^14’38.87"

DELTA= 05^59’42.8" (LT)

E= 2247441.78

N= 1469388.01

PI Sta= 113+06.42

Curve# 4

111+00

110+00

16’

16’

+53

+57 +01

OLD ROSWELL RD

+20

24’

16’

14’

+77

17’

14.00’ RT

STA 112+65

END C&G

END TAPER

24.00’ RT

STA 110+20

BEG TAPERTP "D" RAMP

GA STD A3

15’

3 4

DRVWY EASMT

DRVWY EASMT

SLOPESCONST OF

EASMENT FORAPPROX. L.L.L.

543

542

JULI

A

K. L

AN

DR

UM

JULIA K. LANDRUM

SARAH WINNER LESLIE F. HUNTER

SARAH WINNER

SA

RA

H

WI

NNE

R

JE

NNIFE

R E. LE

RNE

R

JENNIFER E. LERNER

SARAH L. WINNER MARLENE A. WINNER

SA

RA

H

WI

NNE

R

SARAH WINNER

LES F.

HU

NTE

R

SARAH WINNER SARAH WINNER

IRENE RAMIREZ PEREZMARIO PEREZ MUNOZ &

MAKHMUDOVAZHANNAT S. & SEVINCH A.GEORGE B. PATTONROBERT R. DIPEITRO

RO

BE

RT

R.

DIPEIT

RO

EXIST R/W

EXIST R/W

PARKING LOT.

DRIVEWAY ACCESS TO, THIS

EQUIPMENT ON, NOR OBSTRUCT

CONSTRUCTION MATERIALS OR

CONTRACTOR SHALL NOT PLACE

NOTE:

LOCATION CD#9912

CONCRETE

CONC

CONC

CONC

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 52+50

DR

AWI

NG

No. 13-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS


CROSSROAD PLAN


14-001

9:57:56 AM

GPLN

STATE

GA

4/27/2012

50+00

51+00

52+00

N 00°32’53.55"E CURVE 5

P.T. 50+00.00

P.

C. 52+25.69

E= 0.09

R= 1500.00

L= 33.40

T= 16.70

D= 03^49’10.99"

DELTA= 01^16’33.5" (LT)

E= 2246932.34

N= 1469056.23

PI Sta= 52+42.39

Curve# 5

WARSAW RD

24’

+70

13’

13’

+41

24’

5’ SIDEWALK

13.00’ RT

STA 51+20

24" CURB & GUTTER

BEGIN GDOT STD 9032B

TP "D" RAMP

GA STD A3

STA 51+20.00

WARSAW ROAD

BEGIN WIDENING, MILL & OVERLAY


13’

1


& MAINT OF SLOPESEASMENT FOR CONSTCITY LIMITS

ALPHARETTA

ROSWELL CITY LIMITS

523

542

EXIST R/W

TRI MANAGEMENT, G.P.

DAVIS ADAMS JR.

CHAMPI JUAN MANDORTHUPA

FIFTEEN EIGHT PROPERTIES, LLC

EXIST R/W

1040

1050

1060

1070

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

109+42

1040

1050

1060

1070

1040

1050

1060

1070

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

110+53

1040

1050

1060

1070

1040

1050

1060

1070

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

111+57

1040

1050

1060

1070

16.00%

PVI 0+26.00

PV

C 0+27.00

2.00%

PV

C 0+33.00

PVT 0+31.00

PVT 0+38.00

PVI EL=1058.88

PVI 0+29.00

PVI 0+35.50

PVI EL=1059.02

-11.42%

PV

C 0+47.50

PVT 0+52.50

PVI 0+50.00

PVI EL=1057.36

-2.97%

POE 0+54.00

TIE T

O E

XISTI

NG

EL=1058.40

EL=1058.57

EL=1058.92

EL=1058.97

EL=1058.73

EL=1057.65

EL=1057.29

EL=1057.24

VC4’

VC5’

VC5’

PO

B 0+00.00

9.54%27.00%

13.63%

PVI 0+35.50

PVI EL=1057.70

PV

C 0+48.00

EL=1054.27

PV

C 0+30.50

EL=1057.70

PVT 0+40.50

EL=1056.39

PVT 0+58.00

EL=1052.29

VC10’

VC10’

PVI 0+53.00

PVI EL=1052.96

PVI 0+24.50

EL=1057.13

PO

B 0+00.00

PO

B 0+00.00

PVI 0+20.00

EL=1056.60

PV

C 0+26.00

EL=1056.72

PV

C 0+32.50

EL=1056.23

VC5’

VC5’

PVI 0+28.50

PVI EL=1056.72

PVI 0+35.00

PVI EL=1055.95

9.54% 11.33% 7.42%

PVT 0+37.50

EL=1055.77

PVT 0+31.00

EL=1056.44

OLD ROSWELL RD

REVISION DATES

DRAWING No.


4/28/2016

csample

SHEET NO.PROJECT NUMBER

TOTAL SHEETS


DRAWING No.OLD ROSWELL RD AT WARSAW RD

GPLOT-V8


0090612_17.dgn9:59:57 AM

SUXSEW

STATE

GA

11/30/2011

DRIVEWAY PROFILES

17-001

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

1040

1050

1060

1070

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

112+01

1040

1050

1060

1070

1040

1050

1060

1070

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

52+80

1040

1050

1060

1070

PO

B 0+00.00

PVI 0+18.00

EL=1055.80

PVI 0+24.00

EL=1056.01

3.52%

WARSAW RD

16.00%2.00%

PVI 0+26.00

PV

C 0+27.00

PVT 0+31.00

PV1 0+33.00

EL=1060.82

EL=1060.78

EL=1060.40

EL=1060.24

VC4’

PVI 0+29.00

PVI EL=1060.72

PO

B 0+00.00

TIE T

O E

XISTI

NG

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



GPLOT-V8


0090612_17.dgn9:59:56 AM

SUXSEW

STATE

GA

11/30/2011

DRIVEWAY PROFILES

17-002

PV1 0+50.00

EL=1059.27

PVI 0+35.50

PVI EL=1060.82

PV1 0+38.00

EL=1060.55

VC5’

10.68%

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

1045

1050

1055

1060

10651065

1045

1050

1055

1060

10651065

0+00

RGM

I.E. 1052.43

I.E. 1052.38

RETAIN EXIST 24" RCP

0+500+50

INV IN 1052.63

INV OUT 1052.58

EXIST GROUND

EXIST CATCH BASIN

REVISION DATES

DRAWING No.


4/28/2016

csample gplotborder-V8i-PO.tbl


TOTAL SHEETS


DRAINAGE PROFILE


10:01:35 AM

G20EDG

STATE

GA

GPLOT-V8

22-001 5/20/2011

AT 0.36%14 LF 24" RCP

TOP 1054.38GA STD 1120 F.E.S.STA 109+65.00 RTSTRUCTURE A-2

VERTICAL 1"=5’

HORIZONTAL 1"=20’

SCALE

2:1

HT = 6.54 FTTOP 1058.30GA STD 1019A D.I. TP "D"STA 109+65.00 RTSTRUCTURE A-1

REPLACE DAMAGED TOP OF

DRAIN PROTECTIONRIP-RAP STORM

1040

1050

1060

1070

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

108+20

1040

1050

1060

1070

1050

1060

1070

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

108+401050

1060

1070

1050

1060

1070

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

108+601050

1060

1070

1050

1060

1070

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

108+801050

1060

1070

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

-19.03

- EL 1059.92

0.00

- EL 1060.34

16.43

- EL 1059.67

24.04

- EL 1059.78

- EL 1060.16

26.04

28.04

- EL 1059.80

33.04

- EL 1060.30

34.04

- EL 1060.28

36.16

- EL 1059.57

-15.86

- EL 1059.70

0.00

- EL 1059.99

16.07

- EL 1059.28

24.00

- EL 1059.37

- EL 1059.74

26.00

28.00

- EL 1059.38

33.00

- EL 1059.88

34.00

- EL 1059.86

37.55

- EL 1058.68

-15.81

- EL 1059.32

0.00

- EL 1059.64

15.95

- EL 1059.00

24.00

- EL 1059.13

- EL 1059.50

26.00

28.00

- EL 1059.14

33.00

- EL 1059.64

34.00

- EL 1059.62

37.75

- EL 1058.37

-15.69

- EL 1058.96

0.00

- EL 1059.30

15.84

- EL 1058.81

24.00

- EL 1058.99

- EL 1059.37

26.00

28.00

- EL 1059.01

33.00

- EL 1059.51

34.00

- EL 1059.49

38.49

- EL 1057.99

2.00%2.00%

2.00%2.00%

2.00%2.00%

2.00%2.00%3:1

3:1

3:1

3:1

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-001

GPLOT-V8


0090612_23.dgn10:02:34 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

OLD ROSWELL RD

1040

1050

1060

1070

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

109+00

1040

1050

1060

1070

1050

1060

1070

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

109+201050

1060

1070

1050

1060

1070

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

109+401050

1060

1070

1050

1060

1070

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

109+601050

1060

1070

1050

1060

1070

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

109+801050

1060

1070

1050

1060

1070

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

110+001050

1060

1070

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

SHEET 17-001

SEE DRIVEWAY PROFILES

-15.52

- EL 1058.64

0.00

- EL 1059.00

15.80

- EL 1058.61

24.00

- EL 1058.85

- EL 1059.22

26.00

28.00

- EL 1058.86

33.00

- EL 1059.36

34.00

- EL 1059.34

37.86

- EL 1058.06

-15.38

- EL 1058.30

0.00

- EL 1058.71

15.85

- EL 1058.33

24.00

- EL 1058.58

- EL 1058.96

26.00

28.00

- EL 1058.60

33.00

- EL 1059.10

34.00

- EL 1059.08

36.33

- EL 1058.30

-15.41

- EL 1057.91

0.00

- EL 1058.46

15.96

- EL 1058.15

24.00

- EL 1058.44

- EL 1058.81

26.00

28.00

- EL 1058.45

33.00

- EL 1058.95

34.00

- EL 1058.93

36.44

- EL 1058.12

-15.53

- EL 1057.46

0.00

- EL 1058.22

16.08

- EL 1057.74

24.00

- EL 1058.19

26.00

- EL 1058.69

28.00

- EL 1058.73

39.04

- EL 1055.05

- EL 1057.37

-15.67

0.00

- EL 1057.99

16.14

- EL 1057.58

24.00

- EL 1058.06

- EL 1058.56

26.00

28.00

- EL 1058.60

43.64

- EL 1053.39

- EL 1057.18

-15.49

0.00

- EL 1057.78

16.14

- EL 1057.41

24.00

- EL 1057.92

26.00

- EL 1058.42

28.00

- EL 1058.46

40.14

- EL 1054.41

2.00%2.00%

2.00%2.00%

2.00%2.00%

2.00%

2.00%

2.00%

3:1

3:1

3:1

3:1

3:1

3:1

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-002

GPLOT-V8


0090612_23.dgn10:02:33 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

OLD ROSWELL RD

1040

1050

1060

1070

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

110+20

1040

1050

1060

1070

1050

1060

1070

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

110+401050

1060

1070

1050

1060

1070

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

110+601050

1060

1070

1050

1060

1070

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

110+801050

1060

1070

1050

1060

1070

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

111+001050

1060

1070

1050

1060

1070

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

111+201050

1060

1070

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

SHEET 17-001


-15.35

- EL 1056.84

0.00

- EL 1057.54

16.12

- EL 1057.24

23.99

- EL 1057.78

25.99

- EL 1058.28

27.99

- EL 1058.32

39.04

- EL 1054.63

-15.30

- EL 1056.53

0.00

- EL 1057.23

16.08

- EL 1056.86

22.99

- EL 1057.35

24.99

- EL 1057.85

26.99

- EL 1057.89

34.31

- EL 1055.45

-15.27

- EL 1056.24

0.00

- EL 1056.93

16.13

- EL 1056.50

21.99

- EL 1056.96

23.99

- EL 1057.46

25.99

- EL 1057.50

30.06

- EL 1056.14

-15.26

- EL 1056.00

0.00

- EL 1056.65

16.20

- EL 1056.40

20.99

- EL 1056.90

22.99

- EL 1057.40

24.99

- EL 1057.44

26.25

- EL 1057.02

-15.22

- EL 1055.75

0.00

- EL 1056.40

16.26

- EL 1056.16

19.98

- EL 1056.64

21.98

- EL 1057.14

23.98

- EL 1057.18

24.78

- EL 1056.92

-15.15

- EL 1055.49

-0.00

- EL 1056.17

16.33

- EL 1055.94

19.08

- EL 1056.41

21.08

- EL 1056.91

23.08

- EL 1056.95

24.05

- EL 1056.63

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%3:1

3:1

3:1

3:1

3:1

3:1

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-003

GPLOT-V8


0090612_23.dgn10:02:32 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

OLD ROSWELL RD

1040

1050

1060

1070

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

111+40

1040

1050

1060

1070

1050

1060

1070

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

111+601050

1060

1070

1050

1060

1070

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

111+801050

1060

1070

1050

1060

1070

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

112+001050

1060

1070

1050

1060

1070

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

112+201050

1060

1070

1050

1060

1070

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

112+401050

1060

1070

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

SHEET 17-001


SHEET 17-001


-14.89

- EL 1055.23

0.00

- EL 1055.94

16.60

- EL 1055.73

18.38

- EL 1056.18

20.38

- EL 1056.68

22.38

- EL 1056.72

23.51

- EL 1056.34

-14.68

- EL 1054.92

0.00

- EL 1055.70

16.92

- EL 1055.66

17.68

- EL 1056.10

19.68

- EL 1056.60

21.68

- EL 1056.64

23.05

- EL 1056.19

-14.51

- EL 1054.60

0.00

- EL 1055.47

16.99

- EL 1056.06

18.99

- EL 1056.43

20.99

- EL 1056.47

22.20

- EL 1056.07

-14.42

- EL 1054.28

-0.00

- EL 1055.24

16.30

- EL 1055.86

18.30

- EL 1056.24

20.30

- EL 1056.28

21.23

- EL 1055.97

-14.75

- EL 1053.99

0.00

- EL 1055.00

15.61

- EL 1055.69

17.61

- EL 1056.07

19.61

- EL 1056.11

20.58

- EL 1055.78

-15.16

- EL 1053.70

-0.00

- EL 1054.74

14.93

- EL 1055.47

16.93

- EL 1055.84

18.93

- EL 1055.88

19.86

- EL 1055.57

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%3:1

3:1

3:1

3:1

3:1

3:1

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-004

GPLOT-V8


0090612_23.dgn10:02:31 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

OLD ROSWELL RD

1040

1050

1060

1070

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

112+60

1040

1050

1060

1070

1050

1060

1070

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

112+651050

1060

1070

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

- EL 1053.54

-15.42

-0.00

- EL 1054.47

- EL 1055.10

14.44

16.44

- EL 1055.60

18.44

- EL 1055.64

19.43

- EL 1055.31

- EL 1053.47

-15.46

- EL 1053.47

0.00

- EL 1054.40

14.37

- EL 1055.17

2.00%3:1

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-005

GPLOT-V8


0090612_23.dgn10:02:30 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

OLD ROSWELL RD

1040

1050

1060

1070

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

51+20

1040

1050

1060

10701040

1050

1060

1070

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

51+40

1040

1050

1060

10701040

1050

1060

1070

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

51+60

1040

1050

1060

10701040

1050

1060

1070

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

51+80

1040

1050

1060

10701040

1050

1060

1070

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

52+00

1040

1050

1060

10701040

1050

1060

1070

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

52+20

1040

1050

1060

1070

-13.38

- EL 1056.01

- EL 1056.55

0.00

- EL 1055.98

13.10

15.10

17.10

- EL 1055.32

- EL 1056.00

- EL 1056.10

- EL 1056.52

- EL 1056.46

23.26

23.10

22.10

- EL 1056.83

-13.31

0.00

- EL 1057.36

- EL 1056.54

- EL 1056.66

- EL 1057.04

- EL 1056.68

- EL 1056.78

- EL 1057.20

- EL 1058.18

30.39

27.46

26.46

21.46

19.46

17.46

13.09

-13.18

- EL 1057.61

0.00

- EL 1058.13

12.97

- EL 1057.34

21.82

- EL 1057.29

- EL 1057.66

23.82

25.82

- EL 1057.30

30.82

- EL 1057.40

31.82

- EL 1057.82

36.84

- EL 1059.50

-13.09

- EL 1058.37

0.00

- EL 1058.80

12.87

- EL 1058.09

24.00

- EL 1058.03

- EL 1058.40

26.00

28.00

- EL 1058.04

33.00

- EL 1058.14

34.00

- EL 1058.56

37.33

- EL 1059.67

-13.17

- EL 1058.92

0.00

- EL 1059.41

12.89

- EL 1058.68

24.00

- EL 1058.59

- EL 1058.96

26.00

28.00

- EL 1058.60

33.00

- EL 1058.70

34.00

- EL 1059.12

36.27

- EL 1059.88

-13.20

- EL 1059.46

0.00

- EL 1059.93

12.90

- EL 1059.26

24.00

- EL 1059.24

- EL 1059.61

26.00

28.00

- EL 1059.25

33.00

- EL 1059.35

34.00

- EL 1059.77

34.74

- EL 1060.02

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

3:1

3:1

3:1

3:1

3:1

3:12.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-006

GPLOT-V8


0090612_23.dgn10:02:32 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

WARSAW RD

1040

1050

1060

1070

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

52+40

1040

1050

1060

10701040

1050

1060

1070

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

52+60

1040

1050

1060

10701040

1050

1060

1070

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

52+80

1040

1050

1060

10701040

1050

1060

1070

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

53+00

1040

1050

1060

10701040

1050

1060

1070

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

53+20

1040

1050

1060

10701040

1050

1060

1070

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

53+40

1040

1050

1060

1070

-13.10

- EL 1059.90

-0.00

- EL 1060.37

12.86

- EL 1059.70

24.00

- EL 1059.66

- EL 1060.04

26.00

28.00

- EL 1059.68

33.00

- EL 1059.78

34.00

- EL 1060.20

34.19

- EL 1060.13

-12.71

- EL 1060.27

0.00

- EL 1060.73

13.11

- EL 1060.01

24.00

- EL 1059.95

- EL 1060.32

26.00

28.00

- EL 1059.96

33.00

- EL 1060.06

34.00

- EL 1060.48

35.60

- EL 1061.02

-12.84

- EL 1060.62

0.00

- EL 1061.03

13.50

- EL 1060.31

24.00

- EL 1060.26

- EL 1060.64

26.00

28.00

- EL 1060.28

33.00

- EL 1060.38

34.00

- EL 1060.76

34.06

- EL 1060.73

-13.10

- EL 1060.98

0.00

- EL 1061.29

13.88

- EL 1060.56

24.00

- EL 1060.52

26.00

- EL 1060.90

28.00

- EL 1060.94

33.00

- EL 1061.04

34.00

- EL 1061.02

34.27

- EL 1061.11

-13.90

- EL 1061.25

0.00

- EL 1061.52

14.27

- EL 1060.80

24.00

- EL 1060.80

- EL 1061.18

26.00

28.00

- EL 1060.82

33.00

- EL 1060.92

34.00

- EL 1061.30

36.51

- EL 1060.04

-14.74

- EL 1061.51

0.00

- EL 1061.68

14.67

- EL 1060.90

24.00

- EL 1060.89

- EL 1061.26

26.00

28.00

- EL 1060.90

33.00

- EL 1061.00

34.00

- EL 1061.38

36.85

- EL 1059.96

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

3:1

3:1

2:1

3:1

2:1

2:1

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

2.00%

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-007

GPLOT-V8


0090612_23.dgn10:02:31 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

SHEET 17-002


WARSAW RD

1040

1050

1060

1070

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

53+60

1040

1050

1060

10701040

1050

1060

1070

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

53+80

1040

1050

1060

1070

-23.93

- EL 1061.89

0.00

- EL 1061.77

15.08

- EL 1061.01

24.00

- EL 1061.01

- EL 1061.39

26.00

28.00

- EL 1061.03

33.00

- EL 1061.13

34.00

- EL 1061.51

37.39

- EL 1059.82

-13.00

- EL 1061.89

0.00

- EL 1061.63

16.37

- EL 1060.84

24.83

- EL 1060.87

- EL 1061.24

26.83

28.83

- EL 1060.88

33.83

- EL 1060.98

34.83

- EL 1061.36

36.33

- EL 1060.61

1:10 VERTICAL

1:10 HORIZONTAL

SCALE

2:1

2:12.00%

2.00%

2.00%

2.00%

REVISION DATES

DRAWING No.


4/28/2016

csample


TOTAL SHEETS



23-008

GPLOT-V8


0090612_23.dgn10:02:30 AM

SUXSEW

STATE

GA

CROSS SECTIONS

11/30/2011

WARSAW RD


LEGEND

TEMPORARYEXISTING PROPOSEDPROPOSED TYPE OF UTILITY

UTILITY LINECODES

TO BE REMOVEDEXISTING

O

V

E

R

H

E

A

D

U

N

D

E

R

G

R

O

U

N

D

UTILITY SYMBOLS

TEMPORARYPROPOSEDEXISTING

ELECTRIC

GUY WIRE

ELECTRIC/CABLE TV

CABLE TV

ELECTRIC/TELECOMMUNICATIONS

TELECOMMUNICATIONS

ELECTRIC/TELECOMMUNICATIONS/CABLE TV

HAND HOLE

TRANSFORMER

LIGHT POLE

MARKER

SPLICE BOX

CABINET

PHONE BOOTH

(aka "SLICK")

SUBCRIBER LOOP CARRIER

WELL

STAND PIPE

BACKFLOW PREVENTER

PRESSURE INDICATOR VALVE

AIR RELEASE VALVE

CLEANOUT

GREASE TRAP

VENT

AIR RELEASE VALVE

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE TV MANHOLE

WATER VALVE

WATER METER

WATER MANHOLE

WATER VAULT

SANITARY SEWER MANHOLE

GAS PRESSURE REGULATOR

UTILITY POLE/GUY POLE

PETROLEUM VALVE

GAS VAULT

GAS MANHOLE

GAS VALVE

GAS METER

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL

CABLE TV PEDESTAL

SANITARY SEWER FORCE MAIN VALVE

WATER VALVE MARKERTELECOMUNICATIONS/CABLE TV

##"W

##

##

##

##

##

##

##

##

##

##

GAS TEST STATION

##"W

GUY ANCHOR

(INCLUDES ASSOCIATED VALVE)

FIRE HYDRANT ASSEMBLY

##

##"W

##

##

##

##

ELECTRIC

TELECOMMUNICATIONS

CABLE TV

WATER

WATER FOR LABELED PIPE SIZES

NON-POTABLE WATER

NON-POTABLE WATER FOR LABELED PIPE SIZES

STEAM

STEAM FOR LABELED PIPE SIZES

SANITARY SEWER WITH FLOW DIRECTION

SANITARY SEWER WITH FLOW DIRECTION FOR LABELED PIPE SIZES

SANITARY SEWER FORCE MAIN WITH FLOW DIRECTION

GAS

GAS FOR LABELED PIPE SIZES

PETROLEUM

PETROLEUM FOR LABELED PIPE SIZES

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS


UTILITY PLANS

24-000

10:04:11 AM

GPLN

STATE

GA

01/26/2015

E 2246186.47

N 1469026.40

STA 100+00.00

OLD ROSWELL ROAD

BEGIN PROJECT

EXIST R/W

EXIST R/W

13"CHERRY TREE

15" POP TREE

LOCATION CD

7" TREE

#9802

OUT:1062.45TOP:1066.78DDI

TREE

24" GUM

FENCE6’ WOOD

TREELINE

MARKERVALVE

OUT: 1070.68

IN: 1070.85

TOP: 1079.45

UMHSS

8"CLAY

8"

CL

AY

TO PROPOSED GRADE

ADJUST WATER VALVE

PROPOSED GRADE.SEWER MANHOLES SHALL BE ADJUSTED TO THE 2. ALL WATER VALVES, WATER METER BOXES ANDBE PERFORMED BEFORE CONSTRUCTION.ALIGNMENTS OF EXIST. WATER AND SEWER LINES SHALL1. A FIELD VERIFICATION OF HORIZONTAL AND VERTICALNOTE:

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 24-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8

gplotborder-V8i-PO-utilities-25.tbl


TOTAL SHEETS



UTILITY PLANS


24-001

10:04:46 AM

GPLN

STATE

GA

4/27/2012

100+00

101+00

102+00

103+00

104+00

N 74°09’29"E

104+00

OLD ROSWELL RD

BOX ON PAD

TELEPHONE

VAULT

WATER

4-1.5" HDPE E/W 1-48F

BOX

COMM

MCI

WATER LINE

EXIST 16-IN

ALMW-300 (81)ALMW-300 (81)

1-ASW1-ASWBKTS-25 (87)BKTS-25 (87)

BKTS-2

5 (8

7)

APPROX. L.L.L.

APPR

OX. L.L.L.

ROSWELL CITY LIMITS


542

523

EXIST R/W

EXIST R/

W

EXIST

R/

W

EXIST

R/

W

EXIST R/

W

EXIST R/W

EXIST R/WEXIST R/W

ICV

"A"

"B"

OUT: 1054.67

IN "B": 1055.30

IN "A": 1054.69

TOP: 1063.44

UMHSS

8"PVC

8"

CL

AY

"A"

"B"

8"PVC

OUT: 1052.51

IN "B": 1052.96

IN "A": 1052.66

TOP: 1061.66

UMHSS

8"PVC

(ABANDONED)

OUT: 1048.92

TOP: 1059.19

UMHSS

8" DIP

E-TRAN

E-TRAN

SIGNAL

CROSSWALK

SIGNAL

CROSSWALK

SIGNAL

CROSSWALK

LOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDLOCATION CDCM TREE#9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911 #9911

OUT:1062.45TOP:1066.78DDI

15"

RCP

INV:1052.43’

24"

RCP

24"RCP

#9910

LOCATION CDTREE

20"PEAR

TREE

27"OAK

TREE

20"PEAR

TREE

15"PEAR

TREE

16"PEAR

TREE

14"PEAR

TREE

20"PEAR

TREE

20"PEAR

BEFORE YOU DIG"DOT MARKER "CALL

OUT: 1052.58

IN: 1052.63

TOP: 1057.98

DDCB

EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 24-001

MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 24-003


REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS



UTILITY PLANS


24-002

10:05:22 AM

GPLN

STATE

GA

4/27/2012

POWER POLEDO NOT DISTURB

GRADE)

(ADJUST TO

TO PROPOSED GRADE

ADJUST WATER VALVES

TO PROPOSED GRADEADJUST WATER VALVES

TO PROP. GRADE

ADJUST SEWER MH


GA POWER RELOCATED BYPOLE TO BE

TO GRADEADJUST UMHSS

DO NOT DISTURB FIRE HYDRANT

LOCATIONTO NEW GPC POLEAT&T TO ATTACHGA POWER - RELOCATED BYPOLE TO BE

AT&T TO REMOVE PEDESTAL

MANHOLE LIDPLACE CURB-STYLEMANHOLE COLLAR &ATT&T TO ADJUST

BK

MA-300

ANY REVISIONS TO THIS PLAN. OBTAIN APPROVAL FROM THE ENGINEER BEFORE MAKING SYSTEM DURING CONSTRUCTION.THE CONTRACTOR SHALL1. CONTRACTOR SHALL RELOCATE EXISTING IRRIGATIONNOTE:

2

RGM

24"

A-2

A-1

P8

P2

P8

P6

P6

P2

260-FT

P4

P4

104+00

105+00

106+00

107+00

108+00

109+00

53+00

54+00

55+00

N 74°28’30"E N 73°37’12"E

110+00

104+00

110+00

STA 55+00.00

WARSAW ROAD

END MILL & OVERLAY



WARS

AW R

D

WA

RS

AW

RD

CL WARSAW RD

STA 54+21.42

CL OLD ROSWELL RD=

STA 107+70.28

80°26’24"

STA 106+94.00

OLD ROSWELL RD

BEG. MILL & OVERLAY POWER POLEDO NOT DISTURB

CABLE MARKER

UNDERGROUND

PAD

TSB ON

CABLE MARKER

UNDERGROUND

ON PAD

AT&T BOX

TSB

TSB

TSB

4-1.5" HDPE E/W 1-48F

6-1.5"HDPE E/W 1-288F & 1-432F

6-1.5" HDPE E/W 1-288F & 1-432F

2-1.5" HDPE E/W 1-24F

WATER LINE

EXIST 16-IN

WATER LINE

EXIST 12-IN

WATER LINE

EXIST. 8-IN.

MCI BOX

VERIZON-

ALMW-300 (81)

AFMW-100 (85)

ANTW-200 (96)

GF

MW-6

00 (9

5)

AFT

W-6

00 (8

4)

BK

MH-9

00 (8

6)

BK

MH-9

00 (8

6)

BK

MH-1

800 (8

6)

ALMW-300 (78) ALMW-300 (78)

ALMW-200 (81)ALMW-300 (81)

BKMA-50 (07) BKMA-50 (07)

BKTA-400 (95)

BK

MA-50 (0

7)

SR-3492MT-120 (01)

SR-3492

MT-120 (01)

E 2247402.13

N 1469376.01

STA 112+65.00

OLD ROSWELL ROAD


END PROJECT

APPROX. L.L.L.

543

542

EXIST R/W

EXIST R/W

ICV

8"PVC

OUT: 1050.08

IN: 1050.13

TOP: 1058.88

UMHSS

E-TRAN

15"CHERRY TREE

INV:1052.43’

MAPLE TREE

6" & 9"

CHERRY TREE

TRIPLE 9"

#9750

LOCATION CD

EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 24-002

REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS



UTILITY PLANS


24-003

10:06:06 AM

GPLN

STATE

GA

4/27/2012


AT&T TO REMOVE SPAN GUY POLE

SPLICE PITATT&T TO CREATE

BKMA-300

BKMA-300SR-3492MT-120

112+00

113+00

N 72°43’48"E

110+00

N 66°44’05"E

111+00

110+00

OLD ROSWELL RD

3 4

TSB6-1.5" HDPE E/W 1-288F & 1-432F

WATER LINE

EXIST 16-IN

ALMW-300 (78)

ALMW-300 (78) ALMW-300 (78)

ALMW-200 (81)

AT&T OHG

SR-3492MT-120 (01)SR-3492M

T-120 (01)


ROSWELL CITY LIMITS

523

542

EXIST R/W

EXIST R/W

IC

V

IC

V

LOCATION CD#9912

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 52+50

DR

AWI

NG

No. 24-002

REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS


UTILITY PLANS


24-004

10:06:46 AM

GPLN

STATE

GA

4/27/2012

TO PROPOSED GRADEADJUST WATER METERS

FIRE HYDRANTRELOCATE EXIST.


50+00

51+00

52+00

WARSAW RD

STA 51+20.00

WARSAW ROAD



1

CABLE MARKER

UNDERGROUND

6-1.5" HDPE E/W 1-288F & 1-432F

WATER LINE

EXIST. 8-IN.

BKTA-400 (95)

BKTA-400 (95)

STA 100+00.00

OLD ROSWELL ROAD

TIE TO EXISTING

BEGIN MARKING

OUT:1062.45TOP:1066.78DDI

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 26-002

REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS



SIGNING AND MARKING PLANS


26-001

10:07:29 AM

GPLN

STATE

GA

4/27/2012

100+00

101+00

102+00

103+00

104+00

104+00

OLD ROSWELL RD

STRIPING, WHITE, DETAIL "C"THERMOPLASTIC TRAFFICREQ’D 77 SQ YDS


STRIPING, YELLOW, DETAIL "C"THERMOPLASTIC TRAFFICREQ’D 256 SQ YDS

WHITE (TYP)5 IN SOLID

2-FT SEGMENT, 6-FT GAP5 IN SKIP WHITE(TYP),


YELLOW (TYP)5 IN SOLID DOUBLE

5 IN SOLID DOUBLE YELLOWDO NOT ERADICATE EXISTING

5 IN SOLID WHITEDO NOT ERADICATE EXISTING


TO STA 107+16)(OLD ROSWELL RD, STA 100+00CONFLICT WITH THE PLANSALL EXISTING MARKING IN ERADICATE BY WATERBLASTINGUNLESS OTHERWISE NOTED,NOTE:

OUT:1062.45TOP:1066.78DDI

15"

RCP

INV:1052.43’

24"

RCP

24"RCP

OUT: 1052.58

IN: 1052.63

TOP: 1057.98

DDCB


RGM

24"

A-2

A-1

104+00

105+00

106+00

107+00

108+00

109+00

53+00

54+00

55+00

110+00

104+00

110+00


WARS

AW R

D

WA

RS

AW

RD



TP 2 ARROW(TYP)


TP 3 ARROW(TYP)

TP 2 ARROW(TYP)

TP 2 ARROW(TYP)





TP 3 ARROW(TYP)

TP 2 ARROW(TYP)






STA 55+00.00

WARSAW ROAD

TIE TO EXISTING

LIMIT OF MARKING

CROSSWALK (TYP)GDOT DET T-11A

CITY LIMIT SIGNRESET EXISTING ALPHARETTA

SPEED LIMIT SIGNRELOCATE EXISTING

REMOVE SIGN


YIELD SIGNREMOVE EXISTING


5 IN SOLID DOUBLE YELLOWDO NOT ERADICATE EXISTING

TO STA 107+16)(OLD ROSWELL RD, STA 100+00CONFLICT WITH THE PLANSALL EXISTING MARKING IN ERADICATE BY WATERBLASTINGUNLESS OTHERWISE NOTED,NOTE:

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 26-001

MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 26-003


REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS





26-002

10:08:16 AM

GPLN

STATE

GA

4/27/2012


DR

VW

Y E

AS

MT

OF SL

OPES

EAS

ME

NT F

OR C

ONSTR

UCTI

ON

&

MAI

NT

OF SL

OPES

EAS

ME

NT F

OR C

ONST

EASMT

DRVWY

APPROX. L.L.L.

APPR

OX. L.L.L.

ROSWELL CITY LIMITS


542

523

EXIST R/W

EXIST R/

W

EXIST

R/

W

EXIST

R/

W

EXIST R/

W

EXIST R/W

EXIST R/WEXIST R/W

STA 112+65.00

OLD ROSWELL ROAD

TIE TO EXISTING

END MARKING

INV:1052.43’

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 26-002

REVISION DATES

DRAWING No.


4/28/2016

csample

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TOTAL SHEETS





26-003

10:08:53 AM

GPLN

STATE

GA

4/27/2012

112+00

113+00

110+00

111+00

110+00

OLD ROSWELL RD





YELLOW (TYP)5 IN SOLID DOUBLE DRVWY EASMT

DRVWY EASMT

SLOPESCONST OF

EASMENT FORAPPROX. L.L.L.

543

542

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 52+50

DR

AWI

NG

No. 26-002

REVISION DATES

DRAWING No.


4/28/2016

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26-004

10:09:39 AM

GPLN

STATE

GA

4/27/2012

50+00

51+00

52+00

WARSAW RD



TP 3 ARROW(TYP)

TP 2 ARROW(TYP)


STA 51+20.00

WARSAW ROAD

TIE TO EXISTING

LIMIT OF MARKING


SCHOOL

TP 3A WORD

SCHOOL ZONE SIGNRESET EXISTING


ROSWELL CITY LIMITS

523

542

EXIST R/W

EXIST R/W

PROPOSED SIGNALS

PROPOSED SIGNS

18"

P2,P4,P6,P8PUSH BUTTON

TO CROSS

START CROSSING

DON’T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

PEDESTRIAN SIGNS

VEHICLES

WATCH FOR

DON’T CROSS

R10-3E(L)

TO CROSS

PUSH BUTTON

R10-3E(R)

9" X 15" 9" X 15"

TIME REMAINING

TO FINISH CROSSINGTIMER

START CROSSING

FLASHING

STEADY

VEHICLES

WATCH FOR

DON’T CROSS

TIMER

DON’T START

FINISH CROSSING

IF STARTED

TIME REMAINING

TO FINISH CROSSING

SCHOOL

DO NOT DISTURB FIRE HYDRANT

104+00

105+00

106+00

107+00

108+00

109+00

112+00

51+00

52+00

53+00

54+00

55+00

56+00

N 74°28’30"E N 73°37’12"EN 72°43’48"E

N 00°32’53.55"E

N 00°43’39.91"

W

N 15°31’56"

WN 15°31’56"

W

P.T. 104+97.12

P.T. 108+91.43

P.T. 111+25.35

P.T. 52+59.09

P.T. 55+25.82

P.T. 56

+88.49

P.

C. 104+69.45

P.

C. 108+16.80

P.

C. 111+02.05

P.

C. 112+35.72

P.C.

52+25.

69

P.C. 53+70.79

P.C. 55+85.85

111+00

104+00

STA 55+00.00

WARSAW ROAD

END MILL & OVERLAY


OLD ROSWELL RDOLD ROSWELL RD OLD ROSWELL RD

WARS

AW R

D

WARS

AW R

D

WARS

AW R

D

WARS

AW R

D

STA 106+94.00

OLD ROSWELL RD

BEG. MILL & OVERLAY

P8

P2

P8

P6

P6

P2

260-FT

P4

P4

5L5 L11

2

88

6

44

L8

L8

L4 L4

YIELDLEFT TURN

ON FLASHING

ARROWYELLOW

R-SPEC

R-SPEC

2

6

REQ’D WIREPULLBOX ANDINSTALL TP 2

AND ALL REQ’D HARDWAREBUTTON STATIONS WITH SIGNSPED SIGNALS (P6 & P6/P4),PUSHINSTALL NEW PED POLES WITH

REVISION DATES

DRAWING No.


4/28/2016

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TOTAL SHEETS



SIGNAL PLANS


27-001

10:10:45 AM

GPLN

STATE

GA

12/14/2012

30 120

SCALE IN FEET

0 60

AND REQUIRED WIREINSTALL TYPE 2 PULLBOX

AND REQUIRED WIRE TO PULLBOXDIRECTIONAL BORE 1 @ 2" HDPE

7-CONDUCTOR IF NEEDEDADJUST HEADS AS NEEDED, INSTALLFLASHING YELLOW ARROW (01),3-SECTION HEAD W/DUAL MODULEREPLACE 5-SECTION HEAD WITH

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

PHASING DIAGRAM

W W

W

W

W W

BLANK

AND ALL REQ’D HARDWAREBUTTON STATIONS WITH SIGNS,PED SIGNALS (P2 & P8),PUSHINSTALL 1 NEW PED POLE WITH

LOOPS IF DAMAGEDTEST AND REPLACE 08

REQ’D HARDWARESTATIONS WITH SIGNS, AND ALLPED SIGNAL (P2), PUSH BUTTONINSTALL 1 NEW PED POLE WITH

PULLBOXLOOPS & LEAD-IN, TIE TO TP 2INSTALL 2 EA. 6’ X 40’ QUADRUPOLE

PULLBOXLOOP & LEAD-IN, TIE TO TP 2INSTALL 6’ X 40’ QUADRUPOLE

BLANK

AND REQ’D WIREINSTALL TP 2 PULLBOX

AND ALL REQ’D HARDWAREREQ’D WIRE TO EXISTING POLE,INSTALL TP 2 PULLBOX,CONDUIT &

TO NEW TP 2 PULLBOX& 4-PR WIRE FROM CABINETAERIAL RUN NEW 7-CONDUCTOR

GRADE.POLES, BASES, HARDWARE AND FOUNDATIONS 6’ BELOW NOTE: REMOVE ALL EXISTING PEDESTRIAN EQUIPMENT-

INSTALL NEW 3-SECTION HEAD (06)

IF NEEDEDNEEDED, INSTALL NEW 7-CONDUCTORARROW (05),ADJUST HEADS ASDUAL MODULE FLASHING YELLOWINSTALL 3-SECTION HEAD W/

W

W

LOOP LEAD-IN WIRESIGNAL SETBACK POLE ANDREMOVE EXISTING TRAFFIC

REQ’D HARDWARESTATIONS WITH SIGNS, AND ALLPED SIGNAL (P4), PUSH BUTTONINSTALL 1 NEW PED POLE WITH

POLE WITH NEW CONDUITTIE TO PED POLE & EXISTING

PED BASE WITH 2" CONDUITWITH TP 2 PULLBOX,TIE TO P6 & P8REMOVE EXISTING PED POLE & REPLACE

REQ’D HARDWAREPUSH BUTTON STATION WITH SIGNS,AND ALLINSTALL NEW PED POLE WITH PED SIGNAL (P8),

R-SPEC12"

12"

12"

ARROWFLASHING YELLOW

W/DUAL MODULE,1,5 6

260-FT FROM STOP BARINSTALL 6’X6’ LOOP WITH LEAD-IN,

12"

12"

12"

EROSION CONTROL LEGEND

52-

CONTROL IN GEORGIA".

REFER TO THE LATEST EDITION OF THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION’S, "MANUAL FOR EROSION AND SEDIMENT

2. FOR ADDITIONAL INFORMATION ON THE DESIGN AND APPLICATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs),

1. DO NOT USE EROSION CONTROL ITEMS IN A FLOWING STREAM OR IN A TIDAL AREA BELOW HIGH TIDE.

NOTE:

FENCE.

WHEN NECESSARY, BUFFER ZONES ARE TO BE PROTECTED BY ORANGE BARRIER

WETLANDS, LAKES, AND COASTAL WATERS.

SURROUNDING AN AREA OF DISTURBANCE OR BORDERING STREAMS, PONDS,

EXISTING VEGETATION, OR THE RE-ESTABLISHMENT OF VEGETATION

A STRIP OF UNDISTURBED ORIGINAL VEGETATION, ENHANCED OR RESTORED

Ds1

Ds2

Ds3

Ds4

Sb OTHER PLANTING DETAILS.

STREAM BUFFER MITIGATION PLANS FOR PLANT SPECIES, LOCATIONS, AND

APPLICABLE TO THE PROJECT. REFER TO THE PROJECT’S STREAM AND

STREAMBANK STABILIZATION AREAS SHOULD BE SHOWN ON THE PLANS WHEN

OR RESTORE AND REPAIR SMALL STREAMBANK EROSION PROBLEMS.

PLANT MATERIALS TO MAINTAIN AND ENHANCE STREAMBANKS, OR TO PREVENT,

STREAMBANK STABILIZATION IS THE USE OF READILY AVAILABLE NATIVE

FENCE

BARRIER

ORANGE

LINE CODE

ORANGE BARRIER FENCE

ESA

SENSITIVE AREA

ENVIRONMENTALLY

LINE CODE

ESA-25’(OR 50’)STREAM BUFFER,ETC.

Bf

Bf

BfBUFFER ZONE

SYMBOL

Bf

SECTION 163,700

GRASSING

TEMPORARY

SECTION 163

MULCH

Sb

Ds4

PATTERN

PATTERN

Fl-Co

SECTION 700

GRASSING

PERMANENT

POLYACRYLAMIDE

895

SECTION 163,700,

COAGULANTS

FLOCCULANTS

SYMBOL

Fl-Co

PROVISIONS AND APPLICABLE PLAN NOTES.

ACCORDANCE WITH SECTION 107 AND ANY OTHER APPLICABLE SPECIAL

IF WORK IS AUTHORIZED IN THIS AREA, THE WORK MUST BE PERFORMED IN

HABITATS.

SITES, ARCHAEOLOGICAL SITES, AND PROTECTED ANIMAL AND PLANT SPECIES

INCLUDE, BUT ARE NOT LIMITED TO: STATE WATER BUFFERS, HISTORIC

ENVIRONMENTALLY, CULTURALLY, OR HISTORICALLY SENSITIVE. ESAs

AN ENVIRONMENTALLY SENSITIVE AREA (ESA) CONTAINS RESOURCES THAT ARE

REVISION DATES

3/3/2016

deagleton

GPLOT-V8


ECL_GSWCC-2016-Edition_Rev03-01-2016.dgn

11:35:14 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SHEET 1 OF 7

UNIFORM CODE SHEET

001

01/01/16D. EAGLETON

SYMBOL

Ds1

SYMBOL

Ds2

SYMBOL

Ds3

SECTION 702

STABILIZATION

STREAMBANK

USED IN CONJUNCTION WITH. NO SEPARATE PAYMENT WILL BE MADE.

THE PRICE FOR THE INSTALLATION AND/OR MAINTENANCE OF THE BMP IT IS

BMP IF NEEDED. PAYMENT FOR PAM AS A FLOCCULANT WILL BE INCLUDED IN

FLOCCULANTS/COAGULANTS ARE TO BE SHOWN ON PLANS WITH APPLICABLE

BE USED DOWNSTREAM OF AFOREMENTIONED BMPs!

SEDIMENT BASIN, OR TEMPORARY SEDIMENT TRAP. FLOCCULANTS SHALL NOT

WITHIN CHANNELS UPSTREAM OF A POST-CONSTRUCTION POND, TEMPORARY

ANIONIC POLYACRYLAMIDES (PAM) MAY BE USED IN CONJUNCTION WITH BMPs

CONSTRUCTION SITES FOR WATER CLARIFICATION.

HEAVY METALS, AND HYDROCARBONS (TSS) IN SLOW MOVING RUNOFF FROM

FLOCCULANTS AND COAGULANTS ARE USED TO SETTLE SUSPENDED SEDIMENT,

ON APPLICABLE SHEETS IN SECTION 54.

THE BMP SYMBOL FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE INCLUDED

AND/OR THE PROJECT ENGINEER.

MULCHING REQUIREMENTS ARE ADDRESSED BY STANDARD SPECIFICATIONS

STABILIZE AREAS PRIOR TO FINAL GRADING.

WHERE PERMANENT VEGETATION IS OUT OF SEASON OR TO TEMPORARILY

AND STABILIZE THE SOIL. IT IS USED TO CONTROL EROSION IN AREAS

THIS IS AN APPLICATION OF STRAW MULCH USED TO REDUCE SOIL EROSION



STANDARD SPECIFICATIONS.

TEMPORARY GRASSING SHOULD BE USED ON ALL PROJECTS ACCORDING TO THE

LONGER THAN MULCHING IS EXPECTED TO LAST.

AND SEASON. IT IS TYPICALLY USED TO CONTROL EROSION IN AREAS

THE SOWING OF A QUICK GROWING SPECIES OF GRASS SUITABLE TO THE AREA



STANDARD SPECIFICATION.

PERMANENT VEGETATION SHALL BE USED ON ALL PROJECTS ACCORDING TO THE

AREA AND SEASON.

THE SOWING OF PERMANENT VEGETATION, SUCH AS GRASS, SUITABLE TO THE

NO SCALE

CODE DETAIL DESCRIPTION

SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

MATERIALS OR EQUIPMENT WITHIN THIS AREA.

WHERE THE CONTRACTOR SHALL NOT CLEAR, GRUB, OR PLACE CONSTRUCTION

ORANGE BARRIER FENCE DELINEATES ENVIRONMENTALLY SENSITIVE AREAS

SECTION 700,890

DETAIL D-54

CONSTRUCTION

SODDING

INCLUDED ON APPLICABLE SHEETS IN SECTION 54.

THE BMP PATTERN FOR APPLICABLE AREAS AND/OR A NOTE SHALL BE

ENVIRONMENTAL COMMITMENTS OR LANDSCAPING REQUIREMENTS.

AESTHETICS, OR FOR SPECIAL PLANTING REQUIREMENTS ON THE BASIS OF

SODDING MAY BE SHOWN FOR HIGHLY SENSITIVE AREAS, TO IMPROVE

AND SEASON TO PROVIDE IMMEDIATE PERMANENT VEGETATION.

THE INSTALLATION OF A SPECIES OF GRASS SODDING SUITABLE TO THE AREA


52-





NOTE:

SsSECTION 716

DETAIL D-35

CONSTRUCTION

STABILIZATION

SLOPE

Tac

SECTION 171

DETAIL D-24D

CONSTRUCTION

CHECK DAM

FABRIC

Cd-Fs

Cd-Hb

Cd-S

Ch-1

Ch-2R1

Ch-2R3

TYPICALLY NOT SHOWN IN PLANS.

ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED.

DESIGNED IN ACCORDANCE WITH THE GDOT CHANNEL LINING DESIGN PROGRAM.

ONLY FOR VELOCITIES UP TO 5.0 fps. THIS MEASURE SHALL BE

A NEW OR EXISTING CHANNEL MAY BE LINED WITH PERMANENT VEGETATION

Ss

FLOW

Cd-Hb

LINE CODE

Ch-1

Ch-2R1

SYMBOL

Cd-S

SYMBOL

SYMBOL

Cd-Fs

Cd-F

Cd-F

SYMBOL

LINE CODE

SECTION 163,603

GA.STD 1031

SANDBAG CHECK DAM

OR

STONE CHECK DAM

Ch-2R3

700, 895

SECTION 163,

TACKIFIERS

LINE CODE

PATTERN

SYMBOL

POLYACRYLAMIDE

Tac

FLOW

USED AT THE DOWNSTREAM DISCHARGE POINT.

WITHOUT A SEDIMENT BASIN, A MINIMUM OF ONE ROCK FILTER DAM SHALL BE

IF THIS ITEM IS USED IN AN AREA WITH FLOWS GREATER THAN 2.0-CFS OR

CONTROL IN GEORGIA" FOR MATERIAL SPECIFICATIONS.

REFER TO THE LATEST EDITION OF THE "MANUAL FOR EROSION AND SEDIMENT

THEY SHALL BE PROPERLY STAKED FOR DITCH APPLICATIONS.

MATERIAL DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER.

BIODEGRADABLE KNITTED MESH MATERIAL CONTAINING A WEED FREE FILLER

A COMPOST FILTER SOCK CHECK DAM IS COMPOSED OF A PHOTODEGRADABLE OR




PAD. PROPER STAKING IS ALSO REQUIRED FOR DITCH APPLICATIONS.

LONG, WIDE SIDE TO BE LEVEL WITH THE GROUND AS A NON-ERODIBLE SPLASH

BALES SHALL BE PLACED IN A TRENCH TO ALLOW THE TOP OF THE BALE’S

BALE ENDS TIGHTLY ABUTTING ADJACENT BALES. THE DOWNSTREAM ROW OF

WIRE OR NYLON INSTEAD OF TWINE. BALES SHOULD BE PLACED IN ROWS WITH

A BALE STRAW CHECK DAM IS COMPOSED OF BALES PREFERABLY BOUND WITH




STORAGE UPSTREAM AND/OR DOWNSTREAM OF CONCRETE LINED CHANNELS.

PROPERLY STABILIZED AND INCLUDE APPROPRIATE BMPs FOR SEDIMENT

TEMPORARY VELOCITY CONTROL ONLY. ENSURE DISCHARGE POINT IS

SANDBAG CHECK DAMS ARE RECOMMENDED IN CONCRETE LINED CHANNELS FOR

OTHER APPROPRIATE CHECK DAMS AND/OR BMPs WITHIN THE CLEAR ZONE.

OUTSIDE THE CLEAR ZONE. CONSIDERATION SHOULD BE GIVEN TO USING

UNDERLINER. STONE CHECK DAMS ARE PREFERRED IN ROADWAY DITCHES

STONE CHECK DAMS ARE CONSTRUCTED OF TYPE-3 RIP-RAP WITH GEOTEXTILE

REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:14 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SHEET 2 OF 7

UNIFORM CODE SHEET

002

01/01/16D. EAGLETON

USED AS SLOPE STABILIZATION WITHIN BUFFERED AREAS.

ONLY COCONUT FIBER BLANKET OR WOOD FIBER BLANKET SHALL BENOTE:

CULVERTS.

2.5:1 OR STEEPER AND WITHIN 50 FEET OF ALL CROSS DRAINS AND

SLOPE STABILIZATION SHALL BE USED ON ALL CUT OR FILL SLOPES OF

OR A HYDRAULIC EROSION CONTROL PRODUCT (HECP).

SLOPE STABILIZATION MAY BE A ROLLED EROSION CONTROL PRODUCT (RECP)

PERMANENT VEGETATION ON STEEP SLOPES, SHORE LINES, OR CHANNELS.

COVERING USED TO PREVENT EROSION AND ESTABLISH TEMPORARY OR

SLOPE STABILIZATION (EROSION CONTROL MATTING) IS A PROTECTIVE

NO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

CONTROL IN GEORGIA" FOR CRITERIA.


OR PERMANENT GRASSING.

THE PLANS. PAM IS TYPICALLY USED BY THE CONTRACTOR FOR TEMPORARY

ADDRESSED BY STANDARD SPECIFICATIONS AND ARE NOT TYPICALLY SHOWN ON

TACKIFIERS REQUIREMENTS, SUCH AS ANIONIC POLYACRYLAMIDES (PAM) ARE

HAY OR MULCH.

MATERIALS AND ARE USED TO TIE-DOWN FOR SOIL, COMPOST, SEED, STRAW,

TACKIFIERS HYDRATE IN WATER AND READILY BLEND WITH OTHER SLURRY




OF INFRASTRUCTURE CONSTRUCTION PROJECTS AND WITHIN THE CLEAR ZONE.

THIS ITEM IS SUITABLE FOR USE IN ROADSIDE DITCHES THAT ARE PART

D-24D FOR ADDITIONAL INFORMATION AND SPACING REQUIREMENTS.

DISSIPATION AND FILTRATION OF STORM WATER. SEE CONSTRUCTION DETAIL

PLACED IN DITCHES IN A SPECIAL CONFIGURATION WHICH CONTROLS ENERGY

POST, OVERFLOW WEIR, AND TURF REINFORCEMENT MATTING (TRM) SPLASHPAD

A CHECK DAM COMPOSED OF SYNTHETIC FIBER FABRIC, WIRE REINFORCED,

SECTION 163

DETAIL D-52

CONSTRUCTION

CHECK DAM

FILTER SOCK

COMPOST

SECTION 163

DETAIL D-52

CONSTRUCTION

CHECK DAM

BALED STRAW

SECTION 700

STABILIZATION

VEGETATED CHANNEL

SECTION 603

DETAIL D-49

CONSTRUCTION

RIP-RAP, TYPE 1

STABILIZATION

CHANNEL

SECTION 603

DETAIL D-49

CONSTRUCTION

RIP-RAP, TYPE 3

STABILIZATION

CHANNEL

POLLUTION CONTROL PLAN.

QUANTITIES SHEETS AND IN THE EROSION, SEDIMENTATION, AND

"Dp" SHALL BE IDENTIFIED IN A TABLE LOCATED ON THE SUMMARY OF


DEPTH "Dp" RECOMMENDED BY THE GDOT CHANNEL LINING PROGRAM.

UNDERLINER. THE RIP-RAP SHALL PROTECT THE CHANNEL FLOWING TO A

THICK (UNLESS SPECIFIED OTHERWISE) PLACED ON TOP OF A GEOTEXTILE

THIS ITEM CONSISTS OF LINING A CHANNEL WITH TYPE 1 RIP-RAP 24"





DEPTH "Dp" RECOMMENDED BY THE GDOT CHANNEL LINING PROGRAM.

UNDERLINER. THE RIP-RAP SHALL PROTECT THE CHANNEL FLOWING TO A

THICK (UNLESS SPECIFIED OTHERWISE) PLACED ON TOP OF A GEOTEXTILE

THIS ITEM CONSISTS OF LINING A CHANNEL WITH TYPE 3 RIP-RAP 24"

FLOW


52-





NOTE:

Ch-2T1SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T2SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T3SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T4SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T5SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T6SECTION 711

DETAIL D-35

CONSTRUCTION

MAT (TRM)

REINFORCEMENT

TURF

Ch-2T2

Ch-2T3

Ch-2T4

Ch-2T5

Ch-2T6

Ch-3

CONSTRUCTION EXIT.

ALL CONSTRUCTION EXIT REQUIREMENTS ARE INCLUDED IN THE PRICE OF THE

PRIOR TO ENTRANCE ONTO PUBLIC ROADWAYS.

PAVED AREA. A TIRE WASHING AREA TO REMOVE MUD MAY ALSO BE REQUIRED

WITH 3:1 SLOPES SHALL BE CONSTRUCTED APPROXIMATELY 15’ UPSTREAM OF

AREA IS GREATER THAN 2%, A FULL WIDTH DIVERSION RIDGE 6" TO 8" HIGH

GEOTEXTILE UNDERLINER. ON SITES WHERE THE GRADE TOWARD A PAVED

SHOULD BE MINIMUM 20’ WIDE, 50’ LONG, 6" THICK, AND REQUIRES A

LOCATION PROJECTS, BORROW PITS, WASTE PITS, ACCESS ROADS, ETC.

ROADS BY EQUIPMENT OR RUNOFF. BEST USED AT ACCESS POINTS, i.e. NEW

ELIMINATES THE TRANSPORT OF MUD FROM CONSTRUCTION AREAS ONTO PUBLIC

A CONSTRUCTION EXIT IS A STONE STABILIZED PAD THAT REDUCES OR

Dc-ASECTION 163

FILM

POLYETHYLENE

GEOTEXTILE,

CHANNEL

STREAM DIVERSION

Ch-2T1

Co

LINE CODE

D D D DDDDc-A

LINE CODE

Ch-3

SYMBOL

SECTION 163,800

DETAIL D-41

CONSTRUCTION

EXIT

CONSTRUCTION

LINE CODE

Co

LINE CODE

LINE CODE

LINE CODE

LINE CODE

LINE CODE

REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:14 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

003

SHEET 3 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETON

THE STRUCTURE.

CONSTRUCTION OF THE DIVERSION CHANNEL IS INCLUDED IN THE COST OF

THE DRAINAGE AREA SHALL BE NOT GREATER THAN 1 SQUARE MILE.

ROUGHNESS. IT IS ACCEPTABLE FOR VELOCITIES BETWEEN 0 - 2.5 fps.

DEPEND ON THE DISCHARGE, CHANNEL GEOMETRY, CHANNEL SLOPE AND

LADEN RUNOFF FROM ENTERING THE STREAM. THE SIZE OF THE CHANNEL WILL

INSTALL TWO ROWS OF Sd1-S PARALLEL TO THE CHANNEL TO PREVENT SEDIMENT

EROSION. LINE THE CHANNEL WITH GEOTEXTILE OR POLYETHYLENE FILM.

NATURAL STREAM. THIS IS A MEASURE USED TO PROTECT STREAM BEDS FROM

SITE WHILE A PERMANENT DRAINAGE STRUCTURE IS BEING CONSTRUCTED IN A

A TEMPORARY CHANNEL CONSTRUCTED TO CONVEY FLOW AROUND A CONSTRUCTION

NO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE




TO A DEPTH "Dp" RECOMMENDED BY THE GDOT CHANNEL LINING PROGRAM.

SHEAR STRESSES 0-2 psf. THE TRM SHALL PROTECT THE CHANNEL FLOWING

REINFORCING THE GRASS ROOTS TO PROVIDE LONG-TERM PROTECTION FOR

WITH PERMANENT VEGETATION IN CHANNELS TO STABILIZE THE SOIL BY

THIS THREE DIMENSIONAL EROSION CONTROL MAT IS USED IN CONJUNCTION

SECTION 441

DETAIL D-10,D-49

CONSTRUCTION

STABILIZATION

CONCRETE CHANNEL









LINED CHANNELS.

RIP-RAP SHOULD BE USED TO DISSIPATE ENERGY DOWNSTREAM OF CONCRETE




RECOMMENDED BY THE GDOT CHANNEL LINING PROGRAM.

THE CONCRETE SHALL PROTECT THE CHANNEL FLOWING TO A DEPTH "Dp"

THIS ITEM CONSISTS OF CONSTRUCTING A 4" THICK CONCRETE CHANNEL.

CHANNELS ARE LINED WITH CONCRETE FOR VELOCITIES >/= 10 fps.


































52-





NOTE:

Dc-B

Dc-C

Di-1

Di-2

ALLOWED TO CONVERGE WITH OFFSITE RUNOFF WITHIN THIS DIVERSION.

RUNOFF FROM DISTURBED AREAS WITHIN THE PROJECT AREA SHALL NOT BE

MUST ALSO BE PROVIDED IN THE ESPCP.

CONTROL IN GEORGIA" FOR DESIGN CRITERIA. A DIVERSION CHANNEL DETAIL


RUNOFF SHALL BE STABILIZED WITH APPROPRIATE CHANNEL STABILIZATION.

FROM DISTURBED AREAS WITHIN THE PROJECT AREA. CHANNEL FOR OFFSITE

SUPPORTING RIDGE ON THE LOWER SIDE TO DIVERT OFFSITE RUNOFF AWAY

A DESIGNED TEMPORARY OR PERMANENT CHANNEL WITH A COMPACTED

SPREAD AND OTHER CRITERIA).

SHALL BE SPACED ACCORDING TO GDOT GUIDELINES (REGARDING GUTTER

PERMANENT DRAINAGE STRUCTURE ON THE CONSTRUCTION PLANS. INLETS

PROTECTION. ADDITIONAL LABELING IS NOT REQUIRED IF SHOWN AS A

DESIGNED FOR A 25-YEAR STORM AND MUST HAVE SOME FORM OF OUTLET

DEPRESSED AREAS WHERE WATER WILL FLOW DOWN THE SLOPE. IT IS

ROADWAY SLOPE INTO ANOTHER FORM OF CONTROL. IT IS USED IN ALL

A CONCRETE FLUME TYPE "A" IS USED TO DIRECT SURFACE RUNOFF DOWN A

SPREAD AND OR OTHER CRITERIA).

SHALL BE SPACED ACCORDING TO GDOT GUIDELINES (REGARDING GUTTER

A PERMANENT DRAINAGE STRUCTURE ON THE CONSTRUCTION PLANS. INLETS

OUTLET PROTECTION. ADDITIONAL LABELING IS NOT REQUIRED IF SHOWN AS

IT IS DESIGNED FOR A 25-YEAR STORM AND MUST HAVE SOME FORM OF

SLOPE. IT IS DESIGNED TO SAFELY CONVEY WATER DOWN THE CUT SLOPE.

DEPRESSED AREAS WHERE CONCENTRATED OFFSITE WATER REACHES THE CUT

DOWN A BACK SLOPE INTO ANOTHER FORM OF CONTROL. IT IS USED IN

A CONCRETE FLUME TYPE "B" IS USED TO DIRECT SURFACE DITCH RUNOFF

Dn2-2

OR OTHER CRITERIA).

BE SPACED ACCORDING TO GDOT GUIDELINES (REGARDING GUTTER SPREAD AND

REQUIRING OUTLET PROTECTION, TEMPORARY AND PERMANENT. INLETS SHALL

GRADE, DOWN TO A LOWER ELEVATION. THIS IS A PERMANENT STRUCTURE,

CONCRETE DRAIN INLET WITH METAL PIPE IS USED TO DRAIN CURBS, ON A

CRITERIA).

ACCORDING TO GDOT GUIDELINES (REGARDING GUTTER SPREAD AND OR OTHER

OUTLET PROTECTION, TEMPORARY AND PERMANENT. INLETS SHALL BE SPACED

DOWN TO A LOWER ELEVATION. THIS IS A PERMANENT STRUCTURE, REQUIRING

CONCRETE DRAIN INLET AND METAL PIPE IS USED TO DRAIN CURB, IN A SAG,

LINE CODE

D D D DDDDc-B

LINE CODE

LINE CODE

LINE CODE

Dn1

Dn1T T T T T T

LINE CODE

Dn2-A

Dn2-B

LINE CODE

LINE CODE

Dn2-1

LINE CODE

Dn2-2

D D D DDDDc-C

Di-1

LINE CODE

Di-2

Dn2-B

Dn2-ASECTION 441

DETAIL D-9

CONSTRUCTION

CONCRETE

STRUCTURE

DOWNDRAIN

PERMANENT

SECTION 441

DETAIL D-9

CONSTRUCTION

CONCRETE

STRUCTURE

DOWNDRAIN

PERMANENT

Dn2-1

SECTION 163

DETAIL D-19

CONSTRUCTION

FLEXIBLE

STRUCTURE

DOWNDRAIN

TEMPORARY

SECTION 576,577

DETAIL D-26 TP1

9017J TP1,

GA.STD 9013 TP1,

STRUCTURE

DOWNDRAIN

PERMANENT

SECTION 576,577

DETAIL D-26 TP2

9017J TP2,

GA.STD 9013 TP2,

STRUCTURE

DOWNDRAIN

PERMANENT

SECTION 163

ONLY

GEOTEXTILE

CHANNEL

STREAM DIVERSION

SECTION 163

GEOTEXTILE

RIP-RAP &

CHANNEL

STREAM DIVERSION

THE STRUCTURE.



ROUGHNESS. IT IS ACCEPTABLE FOR VELOCITIES BETWEEN 9.0 - 13.0 fps.

DEPEND ON THE DISCHARGE, CHANNEL GEOMETRY, CHANNEL SLOPE AND

RUNOFF FROM ENTERING THE STREAM. THE SIZE OF THE CHANNEL WILL

ROWS OF Sd1-S PARALLEL TO THE CHANNEL TO PREVENT SEDIMENT LADEN

EROSION. LINE THE CHANNEL WITH RIP-RAP AND GEOTEXTILE. INSTALL TWO




THE STRUCTURE.



ACCEPTABLE FOR VELOCITIES BETWEEN 2.5 - 9.0 fps.

THE DISCHARGE, CHANNEL GEOMETRY, CHANNEL SLOPE AND ROUGHNESS. IT IS

FROM ENTERING THE STREAM. THE SIZE OF THE CHANNEL WILL DEPEND ON

OF Sd1-S PARALLEL TO THE CHANNEL TO PREVENT SEDIMENT LADEN RUNOFF

EROSION. LINE THE CHANNEL WITH GEOTEXTILE ONLY. INSTALL TWO ROWS




REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:15 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

004

SHEET 4 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETON

GRADING PROJECTS.

TO A STABLE OUTLET, DOWN DRAINS "Dn1"OR CATCHMENT AREAS AND ON ALL

INTERCEPT RUNOFF, PREVENTING SLOPE EROSION AND TO DIRECT THE RUNOFF

OR BELOW A SLOPE TO REDUCE THE LENGTH OF A SLOPE. THEY ARE USED TO

THE GRADING OPERATION. THE BERMS ARE ALSO CONSTRUCTED ABOVE, ACROSS

RIDGE ON THE LOWER SIDE TO BE USED AT THE EDGE OF EMBANKMENT DURING

A NON-DESIGNED TEMPORARY EARTHEN BERM WITH A COMPACTED SUPPORTING

NO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

SECTION 205

DETAIL D-47

CONSTRUCTION

BERM

DIVERSION

SECTION 205

CHANNEL

DIVERSION

EROSION CONTROL.

THE OUTLET AREA SHALL BE STABILIZED FOR VELOCITY DISSIPATION AND

WILL BE ANCHORED WITH STAKES AT INTERVALS NOT TO EXCEED 10’.

CONDITIONS. THE TYPICAL PIPE SIZE IS A CORRUGATED 10". THE PIPE

200 FEET ON STEEPER GRADES AND MORE FREQUENTLY AS DICTATED BY FIELD

DRAINS SHOULD BE PLACED AT INTERVALS OF 350 FEET ON 0% - 2% GRADES,

WATER FROM THE WORK AREA TO A LOWER ELEVATION. TEMPORARY SLOPE

A TEMPORARY PIPE SLOPE DRAIN IS A PLASTIC FLEXIBLE PIPE TO CARRY


52-





NOTE:

Sd1-S

Sd1-S

Sd1-NS

Sd1-NS

SECTION 171

DETAIL D-24

CONSTRUCTION

TYPE A

SILT FENCE

(NON-SENSITIVE)

SEDIMENT BARRIER

SECTION 171

DETAIL D-24

CONSTRUCTION

TYPE C

SILT FENCE

(SENSITIVE)

SEDIMENT BARRIER

ALONG THE RIGHT-OF-WAY LINE.

IT SHOULD BE PLACED A MINIMUM OF 10’ FROM CONSTRUCTION LIMITS OR

SENSITIVE AREAS (ESAs) OR IN AREAS WITH FILLS LESS THAN 10’.

TYPE-A SILT FENCE IS TYPICALLY USED IN NON-ENVIRONMENTALLY

NOT BE INSTALLED ACROSS CONCENTRATED FLOW.

FILTRATION OF SEDIMENT. SILT FENCE USED AS PERIMETER CONTROL SHALL

FLOW FROM LEAVING THE PROJECT AREA BY CAUSING DEPOSITION AND/OR

SEDIMENT BARRIERS MINIMIZE AND PREVENT SEDIMENT CARRIED BY SHEET

Rt-Sg3=TYPE 3: USED ON FLARED END SECTIONS AND TAPERED HEADWALLS

Rt-Sg2=TYPE 2: USED ON STRAIGHT HEADWALLS

Rt-Sg1=TYPE 1: USED ON BOX CULVERTS

DO NOT USE SILT GATES IN STATE WATERS.

WITH ANOTHER BMP DOWNSTREAM PRIOR TO DISCHARGE LEAVING PROJECT AREA.

EXCEED 5 ACRES. SILT CONTROL GATES SHOULD NOT BE USED ALONE, BUT

ACRES. THE DISTURBED AREA WITHIN THE DRAINAGE AREA SHALL NOT

PROJECTS AT THE INLET OF STRUCTURES WITH A DRAINAGE AREA UP TO 50

FABRIC TO BE USED FOR TEMPORARY SEDIMENT STORAGE ON ROADWAY

A SILT CONTROL GATE CONSISTS OF BOARDS WITHOUT SPACING AND FILTER

SECTION 163

DETAIL D-45

CONSTRUCTION

DAM

SLOTTED BOARD

RETROFITTING

CONTROL IN GEORGIA" FOR DESIGN CRITERIA.


67 CUBIC YARDS OF SEDIMENT PER ACRE OF DISTURBED AREA.

SHALL ONLY BE USED IN DETENTION BASINS LARGE ENOUGH TO STORE

TOTAL DRAINAGE AREA.

SHOULD BE USED ONLY IN DETENTION PONDS WITH LESS THAN 30 ACRES

TEMPORARY SEDIMENT FILTER.

PERMANENT STORMWATER DETENTION POND OUTLET STRUCTURE TO SERVE AS A

A PERFORATED HALF-ROUND PIPE WITH STONE FILTER PLACED IN FRONT OF A

SECTION 163

DETAIL D-44

CONSTRUCTION

HALF-ROUND PIPE

PERFORATED

RETROFITTING

ADDITIONAL INFORMATION ON USING RIP-RAP AT OUTFALLS.

PROVIDED AT OUTFALLS. REFER TO STORM DRAIN OUTLET PROTECTION FOR

RIGHT-OF-WAY. HOWEVER, APPROPRIATE OUTLET PROTECTION SHOULD BE

RIP-RAP MAY ALSO BE USED AT DRAINAGE STRUCTURE OUTLETS WITHIN THE

INDICATED ON THE PLANS.

OF A GEOTEXTILE UNDERLINER AT A MINIMUM 24" THICKNESS OR AS

SLOPES AND BRIDGE END ROLLS. RIP-RAP TYPE-1 SHOULD BE PLACED ON TOP

RIP-RAP IS A FLEXIBLE PERMANENT BLANKET FOR PROTECTION OF FILL

INTO STREAMS, WETLANDS, OPEN-WATERS, OR OTHER ESAs.

ROCK FILTER DAMS SHOULD BE USED IN DITCHES PRIOR TO DISCHARGING

THE DAM SHOULD NOT BE HIGHER THAN THE CHANNEL BANKS.

SHALL BE USED WHEN PLACING ROCK FILTER DAMS.

DRAINAGEWAYS WHICH DRAIN 50 ACRES OR LESS. GEOTEXTILE UNDERLINER

#57 STONE ON THE UPSTREAM SIDE. THEY ARE PLACED ACROSS

ROCK FILTER DAMS ARE CONSTRUCTED OF TYPE 3 STONE RIP-RAP FACED WITH

CONTROL IN GEORGIA" FOR ADDITIONAL INFORMATION ON USAGE.


STABILIZATION OF THE DISTURBED AREA.

HELPS PREVENT SEDIMENT FROM LEAVING SITE PRIOR TO PERMANENT

AND POST-CONSTRUCTION POND OUTLETS. IT REDUCES RUNOFF VELOCITY AND

A TEMPORARY STONE BARRIER CONSTRUCTED AT DRAINAGE STRUCTURE INLETS

Fr

4 FT. MIN.

FRONT VIEW

FLOW

FLOW

Rd

Rd

Rp

PATTERN

Rp

LINE CODE

A A A A A A

LINE CODE

C C C C C C

LINE CODE

SYMBOL

Fr

Rt-Sg1

Rt-Sg2

Rt-Sg3

SECTION 603

RIP-RAP

Rt-P

Rt-B

SYMBOL

SYMBOL

SYMBOL

SECTION 163

DETAIL D-20

CONSTRUCTION

GATES

SILT CONTROL

RETROFITTING

Rt-P

Rt-B

Rt-Sg1 Rt-Sg2 Rt-Sg3

SYMBOL

REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:15 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

005

SHEET 5 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETON

A ROCK OUTLET TEMPORARY SEDIMENT TRAP IS NOT APPLICABLE.

DEFINED CHANNEL FOR A STANDARD ROCK FILTER DAM, AND/OR CONSTRUCTING

PERIMETER SILT FENCE ALONE MAY BE INSUFFICIENT, THERE IS NO WELL-

AND/OR SHALLOW CONCENTRATED FLOW TO A COMMON LOW AREA WHERE

STONE FILTER BERMS ARE IDEAL ALONG THE PERIMETER FOR SHEET FLOW

SHALL BE USED WHEN PLACING STONE FILTER BERMS.

FACED WITH #57 STONE ON THE UPSTREAM SIDE. GEOTEXTILE UNDERLINER

A LINEAR APPLICATION. THEY ARE CONSTRUCTED OF TYPE-3 STONE RIP-RAP

STONE FILTER BERMS ARE CONSTRUCTED SIMILAR TO ROCK FILTER DAMS FOR



WITH DRAINAGE AREA LESS THAN 30 ACRES

-OPEN END PIPES, WINGED HEADWALLS, OR CONCRETE WEIR OUTLETS

ROADWAY DRAINAGE STRUCTURE:

SEDIMENT PER ACRE OF DISTURBED AREA

-DETENTION BASINS LARGE ENOUGH TO STORE 67 CUBIC YARDS OF

-DRAINAGE AREA UP TO 100 ACRES

PERMANENT STORMWATER DETENTION POND OUTLET:

FILTER.

BOARDS WITH 0.5" - 1.0" SPACING TO SERVE AS A TEMPORARY SEDIMENT

A SLOTTED BOARD DAM CONSISTS OF STONE AND/OR FILTER FABRIC AND

ALONG THE RIGHT-OF-WAY LINE.

IT SHOULD BE PLACED A MINIMUM OF 10’ FROM CONSTRUCTION LIMITS OR

SINGLE-ROW MAY BE USED FOR OTHER APPLICATIONS.

A DOUBLE-ROW OF TYPE-C SILT FENCE REGARDLESS OF FILL HEIGHT. A

ALL ENVIRONMENTALLY SENSITIVE AREAS (ESAs) SHALL BE PROTECTED WITH

AREAS (ESAs) OR IN AREAS WITH FILLS 10’ AND GREATER.

TYPE-C SILT FENCE IS TYPICALLY USED IN ENVIRONMENTALLY SENSITIVE

NOT BE INSTALLED ACROSS CONCENTRATED FLOW.

FILTRATION OF SEDIMENT. SILT FENCE USED AS PERIMETER CONTROL SHALL

FLOW FROM LEAVING THE PROJECT AREA BY CAUSING DEPOSITION AND/OR

SEDIMENT BARRIERS MINIMIZE AND PREVENT SEDIMENT CARRIED BY SHEET

Rd-B

Rd-B

NO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

SECTION 163

DETAIL D-46

CONSTRUCTION

FILTER RING

SECTION 163,603

DETAIL D-43

CONSTRUCTION

FILTER DAM

ROCK

SECTION 163,603

DETAIL D-50

CONSTRUCTION

FILTER BERM

STONE


52-





NOTE:



SUSPENDED.

COARSE SEDIMENT, BUT NOT AGAINST SILT OR CLAY PARTICLES THAT REMAIN

SMALL AREAS WITH NO UNUSUAL DRAINAGE FEATURES AND EFFECTIVE AGAINST

A TEMPORARY SEDIMENT TRAP. A TEMPORARY SEDIMENT TRAP IS IDEAL FOR

A TEMPORARY SEDIMENT BASIN SHALL BE EVALUATED PRIOR TO CONSIDERING

SPILLWAY IS 4 FEET.

SPILLWAY. MAXIMUM POND DEPTH FROM BOTTOM OF POND TO EMERGENCY

DISTINGUISHED FROM TEMPORARY SEDIMENT BASIN BY LACK OF PRINCIPAL

SEDIMENT PER DRAINAGE AREA. DRAINAGE AREA SHALL NOT EXCEED 5 ACRES.

TEMPORARY POND WITH ROCK OUTLET DESIGNED TO STORE 67 CUBIC YARDS OF

CONTROL IN GEORGIA" FOR ADDITIONAL INFORMATION.


APPLICABLE.

CONJUNCTION WITH THE TEMPORARY SEDIMENT BASIN BMP SYMBOL WHEN

THE PRIMARY SPILLWAY. THE SKIMMER BMP SYMBOL SHALL BE SHOWN IN

SKIMMERS ARE ATTACHED TO A RISER WITHOUT PERFORATIONS AND ACTS AS

SHALL PROVIDE A WRITTEN JUSTIFICATION IN THE PLANS.

INFORMATION IN PLANS. IF A SKIMMER IS INFEASIBLE, THE DESIGNER

INFORMATION SHALL BE PROVIDED IN CONJUNCTION WITH THE SEDIMENT BASIN

IS DESIGNED TO DRAIN THE BASIN WITHIN 24 - 48 HOURS. THE SKIMMER

SEDIMENT BASIN AT A CONTROLLED FLOW RATE. THE INLET/ORIFICE SIZE

A BUOYANT DEVICE THAT DRAINS WATER FROM THE SURFACE OF A TEMPORARY

FOR INLET RECEIVING FLOW RATES THAT RANGE FROM 0 - 4 cfs.

SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. RECOMMENDED

THIS ITEM IS USED TO PREVENT SILT FROM ENTERING THE PIPE SYSTEM.

ALTERNATE TO INLET SEDIMENT TRAP FOR AREAS WITH SLOPES < 5%.

TYPE C SILT FENCE WITH SUPPORTING FRAME CAN BE USED AS AN(c)

WITH FILTER FABRIC USED AROUND A DROP INLET OR CATCH BASIN.

A SEDIMENT BARRIER CONSISTING OF A PERFORATED METAL STAND PIPE(b)

FILTER FABRIC USED AROUND A DROP INLET OR CATCH BASIN.

A SEDIMENT BARRIER CONSISTING OF A PREFABRICATED FRAME WITH(a)

WILL BE FOR AN INLET RECEIVING FLOW RATES THAT RANGE FROM 3 - 5 cfs.

SLOPE TOWARD THE INLET SHALL BE NO MORE THAN 3:1. A GUIDE FOR USE

ARE EXPECTED. STONE AND GRAVEL ARE USED TO TRAP SEDIMENT. THE

GRAVEL DROP INLET PROTECTION USED WHERE HEAVY CONCENTRATED FLOWS

THAT RANGE FROM 5 - 7 cfs.

INLETS. A GUIDE FOR USE WILL BE FOR AN INLET RECEIVING FLOW RATES

EXCESSIVE PONDING AROUND THE STRUCTURE. CAN BE USED AT CULVERT

ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS NECESSARY TO PREVENT

BLOCK AND GRAVEL DROP INLET PROTECTION USED FOR WHERE HEAVY FLOWS

SECTION 107

STREAM CROSSING

TEMPORARY

SECTION 163

D-22B

DETAIL D-22A,

CONSTRUCTION

SEDIMENT BASIN

TEMPORARY

DESIGN CRITERIA.

OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" FOR

CONSTRUCTION ACTIVITIES AND UTILITIES. REFER TO THE LATEST EDITION

PRACTICAL. BASINS SHOULD BE LOCATED TO MINIMIZE INTERFERENCE WITH

SEDIMENT BASINS SHALL BE CONSIDERED ON ALL PROJECTS, BUT MAY NOT BE

BASIN CONSTRUCTION AND MAINTENANCE ACCESS.

INFEASIBLE. SUFFICIENT RIGHT-OF-WAY OR EASEMENT IS NEEDED FOR

SKIMMER SHALL BE REQUIRED AS PART OF THE PRINCIPAL SPILLWAY UNLESS

PRINCIPAL SPILLWAY, AND AN EMERGENCY SPILLWAY. A FLOATING SURFACE

SHOULD NOT EXCEED 150 ACRES. BASINS TYPICALLY CONSISTS OF A DAM,

YARDS OF SEDIMENT PER ACRE OF DRAINAGE AREA. THE DRAINAGE AREA

OR A COMBINATION OF BOTH. THE BASIN IS DESIGNED TO STORE 67 CUBIC

A BASIN CREATED BY EXCAVATING AN AREA, DAMMING CONCENTRATED FLOW,

RECEIVING FLOW RATES 7 cfs AND GREATER.

RATE AND/OR VELOCITY. A GUIDE FOR USE WILL BE FOR AN INLET

BAFFLE BOX INLET SEDIMENT TRAP USED FOR INLETS RECEIVING HIGH FLOW

Sd1-BB

Sd1-BB

SECTION 201

DETAIL D-24B

CONSTRUCTION

BRUSH BARRIER

SEDIMENT BARRIER

NO SEPARATE PAYMENT SHALL BE MADE.

PAYMENT FOR THIS ITEM IS INCLUDED IN THE CLEARING AND GRUBBING COST.

TYPICALLY NOT SHOWN ON PLANS.

LIMITS. THEY WILL NOT BE PLACED IN WETLANDS.

WATER WHERE THIS DOES NOT CONFLICT WITH RIGHT-OF-WAY OR EASEMENT

MORE). THE BARRIER SHOULD RUN ROUGHLY PERPENDICULAR TO THE FLOW OF

WHERE SUFFICIENT RIGHT OF WAY OR EASEMENT IS AVAILABLE (10 FEET OR

USED AT THE TOE OF FILL SLOPES ON GRADING PROJECTS IN RURAL AREAS

DURING THE CLEARING AND GRUBBING OPERATION. THE BARRIER SHOULD BE

FORM A SOLID DAM. CONSTRUCTED AT THE TOE OF FILL SLOPES ONLY

THIS ITEM CONSISTS OF INTERMINGLED BRUSH, LOGS, ETC. SO AS NOT TO

FLOW

Sd3

LINE CODE

Sd2-F

OR OR

(a) (b) (c)

Sd2-G

Sr

Sd4-C

SYMBOL

SkSECTION 163

D-22B

DETAIL D-22A,

CONSTRUCTION

SURFACE SKIMMER

FLOATING

Sd2-Bg

Sd2-B

SYMBOL

Sd2-B

Sd2-Bg

SYMBOL

SYMBOL

Sd2-F

SYMBOL

Sd2-G

SYMBOL

Sd3

Sk

SYMBOL

Sr

SYMBOL

Sd4-C

FOR CONTRACTOR’S USE ONLY!

"MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA".

THIS BMP SHALL BE DESIGNED ACCORDING TO THE LATEST EDITION OF THE

A CERTIFICATION STATEMENT AND SIGNATURE SHALL ACCOMPANY THE DESIGN.

THE ADDITIONAL DRAINAGE AREA BY THE DESIGN PROFESSIONAL.

THAN ONE SQUARE MILE, UNLESS SPECIFICALLY DESIGNED TO ACCOMMODATE

THIS BMP SHOULD NOT BE USED ON STREAMS WITH DRAINAGE AREAS GREATER

STREAMS, DAMAGING THE STREAM BED OR CHANNEL, OR CAUSING FLOODING.

MEANS TO CROSS STREAMS OR WATERCOURSES WITHOUT MOVING SEDIMENT INTO

WATERCOURSE FOR USE BY CONSTRUCTION EQUIPMENT. THIS BMP PROVIDES A

A TEMPORARY STRUCTURE INSTALLED ACROSS A FLOWING STREAM OR

REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:16 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

006

SHEET 6 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETONNO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

SECTION 163

DETAIL D-53

CONSTRUCTION

SEDIMENT TRAP

TEMPORARY

ROCK OUTLET

SECTION 163

DETAIL D-42

CONSTRUCTION

(BAFFLE BOX)

TRAP

INLET SEDIMENT

SECTION 163

DETAIL D-42

CONSTRUCTION

(BLOCK & GRAVEL)

TRAP

INLET SEDIMENT

SECTION 163

DETAIL D-42

CONSTRUCTION

(FILTER FABRIC)

TRAP

INLET SEDIMENT

SECTION 163

DETAIL D42

CONSTRUCTION

(GRAVEL)

TRAP

INLET SEDIMENT


52-





NOTE:

SILT CURTAIN.

IT MAY ALSO BE REFERRED TO AS A FLOATING BOOM, SILT BARRIER, OR

PERIMETER BMPs.

INTO A STATE WATER, OR AS A SUPPLEMENT TO ADEQUATELY PLACED

THIS BMP IS ONLY TO BE USED WHEN PERMITTED FILL IS BEING PLACED

RIVERS. IT SHOULD BE USED AS DIRECTED BY THE ENGINEER.

CONSTRUCTION IS REQUIRED IN A LARGE BODY OF WATER SUCH AS LAKES AND

WITHIN THE CONSTRUCTION AREA. IT IS TYPICALLY USED WHERE

MOVING IN WATER BY ALLOWING IT TO DROP OUT OF SUSPENSION AND REMAIN

A FLOATING TURBIDITY CURTAIN IS USED TO PREVENT SEDIMENT FROM

IT MAY BE REFERRED TO AS A SILT BARRIER OR SILT CURTAIN.

PERIMETER BMPs.

INTO A STATE WATER, OR AS A SUPPLEMENT TO ADEQUATELY PLACED

THIS BMP IS ONLY TO BE USED WHEN PERMITTED FILL IS BEING PLACED

BE USED AS DIRECTED BY THE ENGINEER.

DIRECTED AND EXTEND 2 FEET ABOVE NORMAL WATER ELEVATION. IT SHOULD

BOTTOM OF STREAMBED. THE HEIGHT SHOULD BE LIMITED TO 5 FEET UNLESS

REALIGNED OR RESTORED. IN THIS CASE, CURTAIN SHOULD EXTEND TO

INUNDATED AREAS. IT MAY BE USED TO PROTECT A SMALL STREAM BEING

WITHIN THE CONSTRUCTION AREA. IT IS TYPICALLY USED IN SHALLOW

MOVING IN WATER BY ALLOWING IT TO DROP OUT OF SUSPENSION AND REMAIN

A STAKED TURBIDITY CURTAIN IS USED TO PREVENT SEDIMENT FROM

WORK AREA

WORK AREA

SECTION 205

DETAIL S-7

CONSTRUCTION

SERRATED SLOPES

ROUGHENING

SURFACE

1125 & 2332

GA. STD.

PROTECTION

OUTLET

STORM DRAIN

SHALL BE SHOWN ON THE PLANS WHERE SERRATED SLOPES ARE TO BE USED.

IF SERRATED SLOPES ARE SPECIFIED BY THE SOIL SURVEY, THEN THIS BMP

BUT REQUIRED TO BE COMPLETED BY THE CONTRACTOR UNDER ALL PROJECTS.

IN MOST CASES THIS BMP IS NOT REQUIRED TO BE SHOWN ON THE PLANS,

WATER.

BENCHES WILL REDUCE RUNOFF VELOCITY AND INCREASE INFILTRATION OF

CREATING SERRATED SLOPES IN THE GRADING PROCESS TO CONSTRUCT

OPERATING A CLEATED DOZER ON THE SLOPE IN A VERTICAL DIRECTION.

PROVIDING A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS, BY

INFORMATION TO BE INCLUDED IN THE PLANS.

CONTROL IN GEORGIA" FOR REQUIRED DESIGN DIMENSIONS AND OTHER


18" AND PLACED ON FILTER FABRIC MAY BE USED FOR d50 </= 0.7 FEET.

PREFERRED FOR ALL d50 </= 1.2 FEET. TYPE-3 RIP-RAP AT A DEPTH OF

TYPE-1 RIP-RAP AT A DEPTH OF 36" AND PLACED ON FILTER FABRIC IS

BUT LARGER STORMS ARE RECOMMENDED.

OF RIP-RAP OUTLET PROTECTION SHALL BE THE 25-YEAR STORM PEAK FLOW,

STREAM OR PUBLICLY MAINTAINED DRAINAGE SYSTEM. THE MINIMUM DESIGN

OF A PIPE, CHANNEL, OR STRUCTURE PRIOR TO ENTERING AN EXISTING

RIP-RAP OUTLET PROTECTION IS USED TO REDUCE VELOCITY AT THE OUTLET

GREATER.

PIPES WHEN OUTLET VELOCITY OF THE 25-YEAR STORM IS 12 fps AND

PIPES. MAY BE USED ON INLET FOR FLOWING STREAMS. USE ON SMALL

IT IS USED ON THE OUTLET OF ALL BOX CULVERTS AND ON 48" AND LARGER

ENTERING AN EXISTING STREAM OR PUBLICLY MAINTAINED DRAINAGE SYSTEM.

BLOCKS IS USED TO REDUCE VELOCITY AT THE OUTLET OF A PIPE PRIOR TO

A PIPE OR BOX CULVERT OUTLET HEADWALL WITH AN APRON AND DISSIPATOR

PATTERN

AREA

FLAT

CHANNEL

WELL-DEFINED

FLOATING

STAKEDTc-S

LINE CODE

Tc-F

St

St-Rp

Su

Su

SYMBOL

St

LINE CODE

LINE CODE

St-RpSt-Rp OR

REVISION DATES

3/3/2016

deagleton

GPLOT-V8



11:35:16 AM

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

007

SHEET 7 OF 7

UNIFORM CODE SHEET

01/01/16D. EAGLETON

Tc-F

Tc-S

NO SCALE


SPEC. SECT.

STD OR DETAIL

PRACTICE


SPEC. SECT.

STD OR DETAIL

PRACTICE

SECTION 603

DETAIL D-55

CONSTRUCTION

(RIP-RAP)

OUTLET PROTECTION

STORM DRAIN

SECTION 170

DETAIL D-51

CONSTRUCTION

FLOATING

CURTAIN

TURBIDITY

SECTION 170

DETAIL D-51

CONSTRUCTION

STAKED

CURTAIN

TURBIDITY

E 2246186.47

N 1469026.40

STA 100+00.00

OLD ROSWELL ROAD

BEGIN PROJECT

CONC CONCCONC

ASPHALTCONC. SIDEWALKCONC. SIDEWALK

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 54-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS



BMP LOCATION DETAILS


54-001

10:11:28 AM

GPLN

STATE

GA

4/27/2012

100+00

101+00

102+00

103+00

104+00

104+00

OLD ROSWELL RD

EXIST R/W

EXIST R/W

CONCRETESTAMPED

CONCRETE

ASPHALT

ASPHALT

CONC CONC

CONC

CONC

ASPHALT

(TYP)

MAILBOX

BRICK

(TYP)

MAILBOX

BRICK

CO

NC.

SID

EW

AL

K

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON


RGM

24"

A-2

A-1

104+00

105+00

106+00

107+00

108+00

109+00

53+00

54+00

55+00

110+00

104+00

110+00

STA 55+00.00

WARSAW ROAD

END MILL & OVERLAY



WARS

AW R

D

WA

RS

AW

RD

CL WARSAW RD

STA 54+21.42

CL OLD ROSWELL RD=

STA 107+70.28

STA 106+94.00

OLD ROSWELL RD

BEG. MILL & OVERLAY

Mb

Mb

Cd-S

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 104+00

DR

AWI

NG

No. 54-001

MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 54-003


REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS





54-002

10:12:33 AM

GPLN

STATE

GA

4/27/2012


DR

VW

Y E

AS

MT

OF SL

OPES

EAS

ME

NT F

OR C

ONSTR

UCTI

ON

&

MAI

NT

OF SL

OPES

EAS

ME

NT F

OR C

ONST

EASMT

DRVWY

EXIST R/W

EXIST R/

W

EXIST

R/

W

EXIST

R/

W

EXIST R/

W

EXIST R/W

EXIST R/WEXIST R/W

E 2247402.13

N 1469376.01

STA 112+65.00

OLD ROSWELL ROAD


END PROJECT

CONCCONC CONC

CONC

CONC

CONC

CONC

(TYP)

MAILBOX

BRICK(TYP)

MAILBOX

BRICK

EXISTI

NG

DITC

H

APPR

OX L

OC

ATI

ON

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 110+00

DR

AWI

NG

No. 54-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS





54-003

10:13:09 AM

GPLN

STATE

GA

4/27/2012

112+00

113+00

110+00

111+00

110+00

OLD ROSWELL RD

DRVWY EASMT

DRVWY EASMT

SLOPESCONST OF

EASMENT FOR

EXIST R/W

EXIST R/W

CONCRETE

ASP

HALT

ASPHALT

CONC

CONC

CONC. SIDEWALK

CONC. SIDEWALK

CONC

20

SCALE IN FEET

0 40 80

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


LIMIT OF ACCESS




MAT

CH LI

NE ST

A. 52+50

DR

AWI

NG

No. 54-002

REVISION DATES

DRAWING No.


4/28/2016

csample

GPLOT-V8



TOTAL SHEETS




54-004

10:13:49 AM

GPLN

STATE

GA

4/27/2012

50+00

51+00

52+00

WARSAW RD

STA 51+20.00

WARSAW ROAD




& MAINT OF SLOPESEASMENT FOR CONST

EXIST R/W

EXIST R/W

sheet no. description sheet no. description

Documents