date$$$ $prf8$ $dgn$ county project number …...concrete and metal pipe culverts sheet 1 of 3 ......

MILES

REVISIONS

0.0000

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

LOCATION SKETCH

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

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

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

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

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

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

THE DEPARTMENT OF TRANSPORTATION.

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

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

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

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

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

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

NOTE :

DEPARTMENT OF ENGINEERINGFORSYTH COUNTY

SUPERVISION OF:PREPARED UNDER THE

AND NAVD88 (GEOID2012A) VERTICAL.

REFERENCED TO NAD83 (2011) HORIZONTAL

COORDINATE SYSTEM, WEST ZONE AS

RELATIVE TO THE GEORGIA STATE PLANE

THIS PROJECT HAS BEEN PREPARED

01- 0001

JEAN K. YU, PE

0.0000

PLANS COMPLETED

SIDEWALK IMPROVEMENTSJAMES ROAD

0.3030

0.3030

PROJECT LOCATION

JAMES ROAD

JAMES ROAD - 25 MPH

DESIGN SPEED:

E= 2272788.7370N= 1501441.2378STA. 101+50.00BEGIN PROJECT

E= 2274301.0549

N=1501433.7540

STA. 116+79.55

END CONSTRUCTION

E= 2274370.8447

N= 1501441.6546

STA. 117+50.00

END PROJECT

E= 2273588.3609N= 1501439.7612STA. 109+50.00MIDPOINT

0.3030

E= 2272840.1045N= 1501439.2360STA. 102+01.413BEGIN CONSTRUCTION

CA

MP CREE

K TRIB

UT

AR

Y

CAMP C

REEK T

RIBUTA

RY

UNI

ON

HILL R

OA

D

PARKWAY

MCFARLAND

ST

RI

CKL

AN

D

RO

AD

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

SHEET NO.PROJECT NUMBER

TOTAL SHEETS

$REF01$

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CONCOV

5/20/2011

DRAWING No.

COUNTY

TS

AT

E

O GF EO

RG

IA

1776

C

ONS

TITUTION

JUSTICE OM DER

ATIONDOM

WIS

100+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

110+00

111+00

112+00

113+00

114+00

115+00

116+00

117+00

JAMES ROADJAMES ROAD

JAMES ROAD

LAND LOT CORNER

APPROXIMATE

LL 754

LL 753

LL 759 LL 760

LL 753

LL 760 LL 761

LL 752

200 400

SCALE IN FEET

0 100

101+00

FORSYTH

LO

T

LIN

E

APP

RO

XIM

ATE

LA

ND

LOT LINE

APPROXIMATE LAND

CH

AD

BO

UR

NE T

RAIL

WA

KEFIEL

D T

RA

CE

117+50

LO

T

LIN

E

APP

RO

XIM

ATE

LA

ND

Engineering Solutions You Can Trust

Phone: 770 447 8999

www.wolvertoninc.com

6745 Sugarloaf Parkway Suite 100 Duluth, Georgia 30097

BUFFER

25' STRE

AM

BUFFER

25' STRE

AM

BUFFER

25' STRE

AM

BUFFER25' ST

REAM

BUFFER2

5' STR

EAM

BUFFER2

5' STR

EAM

103+00

1

2

CO

NC

RE

TE

SID

EW

AL

K

CONCRETE SID

EWALK

SPRING

HEAD

STR

EA

M MB

MB

GRAVEL

DRIVE

CONCRETE SIDEWALK

16-TP-028_01.dgn 4/26/2017 12:48:41 PM

0001

DATE STANDARD NO. STANDARD DESCRIPTION

DATE DETAIL NO. DETAIL DESCRIPTION

PRINTS MAY BE PURCHASED, BY THE CONTRACTOR, FROM THE GEORGIA DEPARTMENT OF TRANSPORTATION.

OBTAINING THE STANDARDS AND DETAILS SHOWN IN THE INDEX AND MAINTAINING THESE ON THE PROJECT SITE. FULL SIZE

THE LATEST REVISION DATES, BUT ARE NOT INCLUDED AS PART OF THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

GEORGIA STANDARD CONSTRUCTION DETAILS, STANDARDS AND SPECIAL DETAILS REQUIRED FOR THIS PROJECT ARE LISTED WITH

NOTE:

1011A

1030D

1030D

1030D

1033D

1033D

1034D

1034D

10/1981

9/2015

9/2015

9/2015

8/1982

9/1982

8/1982

9/1982

BRICK MANHOLES

CONCRETE AND METAL PIPE CULVERTS SHEET 1 OF 3



CATCH BASINS (FOR USE WITH 6'' OR 8'' HT. CURB AND GUTTER)

PRECAST CATCH BASINS (FOR USE WITH 6'' OR 8'' PRECAST HT. CURB AND GUTTER)

CATCH BASINS (FOR USE WITH 6'' OR 8'' CURB AND GUTTER IN SAGS OR LOW POINTS)

PRECAST CATCH BASINS (FOR USE WITH 6'' OR 8'' CURB AND PRECAST GUTTER IN SAGS OR LOW POINTS)

10/2008

9031S11/2011 JUNCTION BOXES (PRECAST OR BUILT-IN-PLACE) PIPE COLLARS, PIPE ELBOW, AND PIPE CURVED ALIGNMENT

9032B11/2011 CONCRETE CURB AND GUTTER, CONCRETE CURBS, CONCRETE MEDIANS

91003/2006 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, AND MISCELLANEOUS DETAILS

7/2011 A-2 CONCRETE VALLEY GUTTER AT STREET INTERSECTION

6/2009 A-3 THIS DETAIL REPLACES GA STANDARD 9031W: SPECIAL DETAILS - CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS

6/2009 A-4 DETECTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS

1/2000 T-11a DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY

T-21 TRAFFIC CONTROL PEDESTRAIN ACCESSIBILITY AROUND WORKZONE-SIDEWALK DETOUR

RIGHT OF WAY PLAN

EROSION CONSTRUCTION DETAILS

BMP LOCATION DETAILS

EROSION CONTROL LEGEND

ESPC GENERAL NOTES SHEET

SIGNING AND MARKING PLANS AND DETAILS

UTILITY PLANS

CROSS SECTIONS

DRAINAGE PROFILES

DRIVEWAY PROFILES

MAINLINE ROADWAY PLAN SHEETS

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

GENERAL NOTES

REVISION SUMMARY SHEET

INDEX SHEET

COVER SHEET

60-0001 TO 60-0004

56-0001 TO 56-0006

54-0001 TO 54-0012

52-0001 TO 52-0007

51-0001

26-0001 TO 26-0004

24-0000 TO 24-0004

23-0001 TO 23-0005

22-0001 TO 22-0002

17-0001

13-0001 TO 13-0004

06-0001

05-0001 TO 5-0002

04-0001

03-0001

02-0001

01-0001

9031R11/2011 PLACING ROOF DRAIN PIPE UNDER SIDEWALK - RAMP TYPE BARRICADE - PIPE HANDRAIL FOR RETAINING WALL

PIPE HANDRAIL FOR CONCRETE STEPS

DESCRIPTION

INDEX

DRAWING NO.

02-

DESCRIPTIONDRAWING NO.


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

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TIME$$$

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


DEPARTMENT OF ENGINEERING

FORSTYH COUNTY

16-TP-028_02.dgn 4/26/2017 12:48:42 PM

0001

REVISION

REVISION SUMMARY

DRAWING NO.DATE DATE DRAWING NO. REVISION

03-


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

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TIME$$$

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.



FORSTYH COUNTY

16-TP-028_03.dgn 4/26/2017 12:48:43 PM

GENERAL NOTES

6.

5.

4.

3.

2.

1.

PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PROJECT.

NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE

IMPROVEMENTS.

IMPROVEMENTS SHOULD BE REMOVED AND/OR RELOCATED PER GEORGIA DOT SPECIFICATIONS TO INCORPORATE NEW

ALL EXISTING STRIPING, SIGNAGE, RAISED PAVEMENT MARKERS, UTILITIES, ETC. WHICH CONFLICTS WITH PROPOSED

CONTROL DEVICES DURING ROAD WIDENING.

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RULES AND REGULATIONS OF THE MANUAL ON UNIFORM TRAFFIC

INSTALLED PER GDOT SPECIFICATIONS.

ALL STRIPING, DIRECTIONAL ARROWS, ETC., SHALL BE THERMOPLASTIC, UNLESS OTHERWISE NOTED. ALL STRIPING SHOULD BE

THE SIGN POST(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL BE AT LEAST 1.5 FEET FROM THE CURB FACE TO

PAVED SHOULDER OR 12 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS SHALL BE 6 FEET FROM THE EDGE OF THE

BOTTOM OF THE SIGN OR ASSEMBLY.

ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE

BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

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

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA STANDARD SPECIFICATIONS,

ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS,

STANDARD SIGNING AND MARKING NOTES

8.

7.

6.

5.

4.

3.

2.

1.

0001

UTILITY OWNER SERVICE

CONCRETE - COMMERCIAL - DRIVEWAY CONCRETE, 8" THICK

GRADED AGGREGATE BASE, 6"

ASPH CONC 19mm SUPERPAVE (220 LB/SY)

ASPHALT - COMMERCIAL - ASPH CONC 12.5mm SUPERPAVE (165 LB/SY)

CONSTRUCTED USING:

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

OBTAIN THE APPROVAL FROM THE ENGINEER PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO

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

DRIVEWAYS OR AS LOCATED IN THE PLANS. RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED OTHER-WISE

BEST AVAILABLE DATA. THE CONTRACTOR SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH THE ACTUAL FIELD LOCATION OF EXISTING

SHALL TIE FLUSH TO THE EDGE OF EXISTING PAVED DRIVES ON OLD ATLANTA ROAD. DRIVEWAY RELOCATIONS ARE SHOWN FROM THE

AND AGGREGATE SURFACE COURSE FOR DIRT DRIVES. ALL DIRT DRIVES SHALL BE PAVED TO THE BACK OF SIDEWALK AND SIDEWALK

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

MAINTAIN DRAINAGE THORUGHOUT THE PROJECT.

ALL EXISTING DRAINAGE PIPES AND STRUCTURES ARE TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ESTABLISH AND

INGRESS/EGRESS SHALL BE MAINTAINED TO ALL EXISTING DRIVEWAYS.

SPECIFICATION, "COOPERATION WITH UTILITIES".

UNDERGROUND UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GADOT STANDARDS

THE ONE-CALL CENTER TELEPHONE NUMBER, 811 OR 1-800-282-7411, FOR THE PURPOSE OF COORDINATING THE MARKING OF

UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO USE

CONFLICT WITH CONSTRUCTION ARE TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF HIS WORK.

EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. ALL UTILITY FACILITIES, WHICH ARE IN

RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT

EXISTING LOCATIONS. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS WILL NOT

OR ELEVATION. UTILITY FACILITIES HAVE BEEN LOCATED THROUGH FIELD SURVEY AND COORDINATION WITH UTILITY COMPANIES FOR

ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN

A N.O.I. IS NOT REQUIRED FOR THIS PROJECT. THE TOTAL DISTURBED AREA IS 0.41 ACRES. THE TOTAL PROJECT AREA IS 1.16 ACRES.

AT&T TELEPHONE

SAWNEE EMC ELECTRICAL

OF WATER AND SEWERFORSYTH COUNTY DEPARTMENT

WATER AND SEWER

GENERAL NOTES

04-


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

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$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.



FORSTYH COUNTY

16-TP-028_04.dgn 4/26/2017 12:48:46 PM

5'-0"

Sidewalk

Shoulder

CL

Existing Travel Lane Existing Travel Lane

2'-0"

10'-0"

3:1

MAX

3:1 MAX

ExistingExisting

EXISTING PAVEMENT TO REMAIN

CL

Existing Travel Lane Existing Travel Lane


C&G

2'-0"

Sidewalk

Shoulder

3:1 MAX

3:1

MAX

7'-0" TO 10'-0"VARIES

2'-0"

TO

0'-0"

VAR.

A

A0'-6"

C

B

PAVED SHLDR.

REMOVE EXISTING

Existing Existing

5'-0"

2'-0" C&GExisting

2%

2%

0001

Face at White Edge LineCreate Clean Vertical Edge of Pavement to Saw Cut

TYPICAL SECTION 2

TYPICAL SECTION 1

STA. 115+97 TO 117+80STA. 103+82 TO 115+61

JAMES ROAD

STA. 115+61 TO 115+97STA. 103+82 TO 103+85

JAMES ROAD

D 42" HANDRAIL, AS DIRECTED BY THE ENGINEER

C GRADED AGGREGATE BASE, 6"

B 8"X24" CONC CURB & GUTTER, TYPE 2

A 4" CONC SIDEWALK

PAY ITEMS:

VARIES

VARIES

Varies

TYPICAL SECTIONS

05-

NOT TO SCALE

5'-0"

Sidewalk

Shoulder

VARIES

PAVEMENT

EXISTING

10'-0"

2'-0" C&G

2:1

2:1

2%

A

D

STA. 111+45 TO 112+00 RT

JAMES ROAD

DETAIL A

B

C

0'-6"

HANDRAIL

1.5' TO


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

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TIME$$$

$REF06$

$REF07$

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$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.



FORSTYH COUNTY

16-TP-028_05.dgn 4/26/2017 12:48:47 PM

Sidewalk

Shoulder

CL

Existing Travel LaneExisting Travel Lane

3:1

MAX

3:1 MAX

Existing Existing2%

A

LOCATION OF SIDEWALK

2. SEE PLANS & CROSS-SECTIONS FOR HORIZONTAL & VERTICAL

FOR LOCATION

1. SIDEWALK SLOPE VARIES -2% TO 2%.SEE CROSS-SECTIONS

NOTES:

4:1

NORM

AL

4:1 NORMAL

TYPICAL SECTION 3

2'-0" C&GExisting

2'-0"


VARIES

0002

VARIES

STA. 201+37 TO 201+66CHADBOURNE TRAIL

10'-0"

5'-0"

C GRADED AGGREGATE BASE, 6"

B 8"X24" CONC CURB & GUTTER, TYPE 2

A 4" CONC SIDEWALK

PAY ITEMS:

0'-6"

C

B

TYPICAL SECTIONS

05-

NOT TO SCALEEngineering Solutions You Can Trust

Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

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GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.



FORSTYH COUNTY

16-TP-028_05.dgn 4/26/2017 12:48:47 PM

0001

LUMP SUM

LUMP SUM

GRADING COMPLETE

TRAFFIC CONTROL

JAMES ROAD

JAMES ROAD

68 TNAS REQUIRED

FOR USE IN INCLEMENT WEATHER TO FACILITATE THE MOVEMENT

OF LOCAL TRAFFIC ALONG ROADWAY CONSTRUCTION AND TO PERMIT

AGGREGATE SURFACE COURSE

INGRESS & EGRESS AT DRIVES.

GUTTER

CU

RBE

AN

D

DRI

VE

WA

YS

CONC CURB & GUTTER, 8 IN X 24 IN, TP 2

720

720

ITEMS UNIT

TN

TOT

ALS

SY

LF

GRADED AGGREGATE BASE CRS, INCL MATL

SURFACING QUANTITIES

CONCRETE SIDEWALK, 4 IN

SY

CONCRETE DRIVEWAY, 8 IN

SAW JOINTS LF 36 36

MULCH

UNITITEM LB

PERMANENT GRASSING

FERTILIZER FERTILIZER

MIXED

GRADE

NITROGEN

CONTENT

LIME

AC

AC

TN TN

TEMPORARY GRASSING

TOTAL

GRASSINGAGICULTURAL

QUANTITY SY

1

SYSOD 210

1

1

3 1 3

8

1123

TOTAL

TOTAL

CONSTRUCTION EXIT

1 EA

MAINTAIN CONSTRUCTION EXIT

1 EA

TOTAL

BARRIER FENCE (ORANGE),4 FT

60 LF

CONSTRUCT AND REMOVE

TOTAL

TOTAL

SILT CONTROL GATE, TP 3

SILT CONTROL GATE, TP 3MAINTAIN

3 EA

3 EA

CONSTRUCT AND REMOVEINLET SEDIMENT TRAP (SD2)

INLET SEDIMENT TRAP (SD2)MAINTAIN

TOTAL

TOTAL

11 EA

11 EA

MAINTAIN TEMPORARY SILT FENCE,

TOTAL

TOTAL

TYPE A

TEMPORARY SILT FENCE, TYPE A

1000 LF

MAINTAIN TEMPORARY SILT FENCE,

TOTAL

TOTAL

TYPE C

TEMPORARY SILT FENCE, TYPE C

100 LF

CONSTRUCT AND REMOVE

TOTAL

FABRIC CHECK DAM - TYPE C SILT FENCE

TOTAL

FABRIC CHECK DAM - TYPE C SILT FENCEMAINTAIN

LF

DESCRIPTION UNIT QUANTITY

THERMOPLASTIC TRAFFIC STRIPE

8" SOLID WHITE 500

JA

MES

RO

AD

98 98

1300 1300

99 99

50

50

320 LF

160 LF

500 LF

200 LF

SUMMARY OF QUANTITIES-STANDARD SIGNS

TYPE 7

SIGNS POST

SIZE QUANTITY(FEET)

LENGTH

LENGTH

TOTALQTY SF SIZE QTY SF

(TYPE 1)

INSTL.

NO.CODEROADSTA

TYPE III REFLECTIVE SHEETING

TOTALS

TYPE XI REFLECTIVE SHEETING

14 2

6

28

82

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

104+37

102+30

102+11

1100+10

W16-9p

W11-2

R1-5A

R1-5A

W16-9p

W11-2

24"X12"

36"X36"

36"X36"

36"X36"

24"X12"

36"X36"

1

1

1

1

1

1

2

9

9

9

2

9

14 2 28

13 1 13

13 1 13

6 40

SUMMARY OF DRAINAGE QUANTITIES

ROADSTATION SIDE

ST

RU

CT

URE

NU

MBE

R

LOCATION

H 1-10LFEA

18"

1033

D

GA. ST

D.

GP1

1

6'

OR LESS

AD

DL

DEPT

H

5 2TOTAL 829 0

ALL PIPES

ARE

REI

NF

OR

CE

D

CO

NC

RETE (

RCP)

ALL

OW

ABLE PIPE

MATE

RI

ALS:

1

1

1

9031S

GA. ST

D.

6'

OR LESS

EA EA

2

1

RE

CO

NST

R ST

OR

M SE

WE

R

MA

NH

OLE

12

18

124

32

175

239

217

12 1

1

1

1

DROP INLETS

CATCH BASINS,

TOTAL 55 LF

GALV STEEL PIPE HANDRAIL, 2 IN, ROUND

DETAIL WHITE SY 25

B-2.1

B-4

B-3

B-2

B-1

A-5

A-4

A-3

A-2

A-1

112+69

114+07

113+93

112+69

112+37

104+06

105+80

108+19

110+37

110+38

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

JAMES ROAD

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.



FORSTYH COUNTY

16-TP-028_06.dgn 4/26/2017 12:48:48 PM

0001

MAINLINE PLAN

13-



REH

90°0'0"

SEE

DR

AWI

NG 13-0002

MATC

H LI

NE ST

A. 104+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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

20

SCALE IN FEET

0 40 80ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

PROJECT NO.



FORSTYH COUNTY


Phone: 770 447 8999



100+00

101+00

102+00

103+00

PC 101+18.04

PT 102+56.58

PC 102+85.30

104+00

E= 2.70

R= 890.00

L= 138.54

T= 69.41

E= 2272825.9376

N= 1501436.7881

PI Sta= 101+87.45

Curve# 1

Curve# 1

JAMES ROAD

GDOT DET. A-3

TYPE "C" RAMP

GDOT DET. A-3

TYPE "C" RAMP

CH

AD

BO

UR

NE T

RAIL

WA

KEFIEL

D T

RA

CE

17.83' RT

STA. 201+37.47

TIE TO EXISTING

BEGIN SIDEWALK

31.34' LT

STA. 103+82.28

TIE TO EXISTING

BEGIN SIDEWALK

25.37' LT

STA 103+84.98

TIE TO EXISTING

BEGIN CURB & GUTTER

ELEV 1098.40

E 2272900.50

N 1501467.60

STA. 102+63.24, 26.90' LT4RBWC

CONTROL POINT NO. G-101

G-101

5' SIDEWALK

201+00

11.92' RT

201+41.13

TIE TO EXISTING

BEGIN CURB AND GUTTER

202+00

5' SI

DE

WAL

K

26.48' LT

STA. 103+90.45

BEGIN 2' GRASS STRIP

CONDITIONS AS NEEDED PRIOR TO CONSTRUCTION.

FROM AERIALS. CONTRACTOR TO FIELD VERIFY EXISTING

FROM STA. 100+00.00 TO 101+78.30 HAS BEEN DIGITIZED

EXISTING INFORMATION FOR JAMES ROAD

NOTE:

EMBANKMENT TO OBTAIN SIGHT DISTANCE FROM CHADBOURNE TRAIL

COUNTY TO TRIM EXISTING VEGETATION TO RIGHT OF WAY AND GRADE

NOTE:

38.58' RT

STA. 201+65.89

TIE TO EXISTING

END SIDEWALK

END CURB AND GUTTER

CO

NC

RE

TE

SID

EW

AL

K

IE OUT=1090.99

TOP=1096.32

CBR

CONCRETE SIDEWALK

24" L-

BACK C

URB

24" L-BACK CURB

10' NO ACCESS EASEMENT




LP LP LP

LP LP

LP

L.L.L.

L.L.L.

L.L.L.

LL

754LL

753

LL

759 LL

760

LP

LP

EX. A-6

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

1

STEVEN BAKER ORWIG & HOLLY E. ORWIG

N/FRAMESH MEDA

N/F

DHAMODHARA R. NADMALAPUSHPA LATHA POCHAM &

N/F

N/FSRINIVASA RAGHU GOVERDHANA

N/F

N/F

MICHAEL J. BAGAROSE & DARLENE M. BAGAROSE

N/F

JEMAL RILEY & JOY RILEY

ASSOCIATION, INC.JAMES ROAD HOMEOWNERS

16-TP-028_13-0001.dgn 4/26/2017 12:48:51 PM

0002

MAINLINE PLAN

13-

REH

REHSEE

DR

AWI

NG 13-0001

MAT

CH LI

NE ST

A. 104+00.00

SEE

DR

AWI

NG 13-0003

MAT

CH LI

NE ST

A. 109+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.



FORSTYH COUNTY


Phone: 770 447 8999



104+00

105+00

106+00

107+00

108+00

PT 106+85.15

PC 107+99.77

109+00

E= 4.56

R= 4390.00

L= 399.85

T= 200.06

E= 2273123.7247

N= 1501452.2639

PI Sta= 104+85.36

Curve# 2

Curve# 2 JAMES ROAD

5' SIDEWALK

Curve# 3

E= 3.70

R= 1980.00

L= 241.93

T= 121.12

E= 2273559.1864 N= 1501435.2030PI Sta= 109+20.88

Curve# 3

EL:1070.92

E :2273513.32

N :1501420.20

STA. 108+74.96, 18.23' RT60DMAGWC

CONTROL POINT NO. D-2

ELEV 1082.10

E 2273241.78

N 1501461.04

STA. 106+02.97, 14.16' LT60DMAGWC


D-2

D-1

18"RCP

I.E.=1089.06

14"C

PP

BU

RRIE

D

14"C

PP

BU

RRIE

D

14"C

PP

I.E.=1073.45

APPROXIMATE DIR

WOOD FENCE

WOOD FENCE

WOOD FENCE

WOOD FENCE


APPROXIMATE 20'DRAINAGE EASEMENT

APP

RO

XIM

ATE 20'

DR

AIN

AG

E

EAS

EM

EN

T

LP LP LP LP

LP

LP LP LP LP LP

L.L.L.

LL

753

LL

760

40.00' LT

STA. 106+85.00

27.96' LT

STA. 106+83.21

40.00' LT

STA. 107+65.00

27.23' LT

STA. 107+65.22

27.13' LT

STA. 107+83.51

40.00' LT

STA. 108+30.00

29.26' LT

STA. 108+33.36

A-3

A-4

A-5

18"

18"18"

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE

EXIST R/W

EXIST R/W

EXIST R/W

1

NANCY FERNANDES

AJAY SALIAN & N/F

ANDRE LEGAULTN/F

SRIVIDYA KODURUNAGARAJ K. KODURU &

N/F

PRATHYUSHA MATTAMMALLIKARJUNAPPA KORE &

N/F

VYDIANATH R. IYERN/F

LISA P. HAMILTON

ALLEN S. HAMILTON, IV &N/F

MADHAVI KANDREGULA

KISHORE BUDDHA &

N/F

PRIYA PATEL

YASHODAR PATEL &

N/F

RAMESH MEDAN/F

N/F


16-TP-028_13-0002.dgn 4/26/2017 12:48:52 PM

0003

MAINLINE PLAN

13-

36' CONC.

REH

SEE

DR

AWI

NG 13-0002

MATC

H LI

NE ST

A. 109+00.00

SEE

DR

AWI

NG 13-0004

MATC

H LI

NE ST

A. 114+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.



FORSTYH COUNTY


Phone: 770 447 8999



109+00

110+00

111+00

112+00

113+00

114+00

PT 110+41.70

PC 110+78.71

PT 113+73.22

PC 113+88.48

114+00

E= 3.70

R= 1980.00

L= 241.93

T= 121.12

E= 2273559.1864

N= 1501435.2030

PI Sta= 109+20.88

Curve# 3

E= 4.61

R= 2355.00

L= 294.50

T= 147.44

E= 2273863.7110

N= 1501460.5455

PI Sta= 112+26.16

Curve# 4

Curve# 3 Curve# 4

JAMES ROAD

5' SIDEWALK

GDOT DET. A-3

TYPE "D" RAMP

GDOT DET. A-3

TYPE "D" RAMP

+61

DW#1

Curve# 5

E= 12.16

R= 185.00

L= 130.63

T= 68.17

E= 2274089.6104

N= 1501508.2418

PI Sta= 114+56.65

Curve# 5

19.48' LT

STA. 113+37.65

END GRASS STRIP

END SIDEWALK 30.27' LT

STA. 113+81.16

BEGIN CURB & GUTTER

19.48' LT

STA. 113+85.62

BEGIN SIDEWALK

ELEV 1059.32

E 2273808.97

N 1501443.79

STA. 111+69.70, 13.92' RT

60DMAGWC

CONTROL POINT NO. D-3D-3STA. 109+00.00

2' TO 0' IN 10'

TAPER GRASS STRIP FROM

STA. 109+50+00

0' TO 2' IN 10'

TAPER GRASS STRIP FROM

R 20

R 20

31.59' LT

STA. 113+41.38

END CURB & GUTTER

10.34

+23

11.40

+98

20.77' LT

STA. 111+45.00

BEGIN 42" HANDRAIL

20.09' LT

STA. 112+00.00

END 42" HANDRAIL

DISTURB FENCE

DO NOT

I.E.=

1052.0

3

I.E.=

1052.3

4

I.E.=

1051.5

3

IE OUT=1054.36

IE IN=1054.45

TOP=1060.71

SDMH

CHAIN LINK FENCE

WOOD FENCE

SPRING HEAD

I.E. BURIED

18"RCP

18"RCP

60"C

MP

18"RCP

18"RCP

60"C

MP

60"C

MP

ST

RE

AM

15"CMP

I.E.=

1051.8

8

I.E.=

1052.5

4

I.E.=

1052.6

8

I.E.=1053.41

I.E.=1054.14

I.E.=1062.16

I.E. BURIED

I.E.=1057.44

GATE

SSSS

SS

IE OUT=1055.36

IE IN=1056.52

TOP=1064.67

SDMH

SS

SS

CONCRETE DRIVE


LP

LP

LP

L.L.L.

LL

753

LL

760

40.00' LT

STA. 112+25.00

30.78' LT

STA. 112+35.59

35.00' LT

STA. 112+45.00

31.92' LT

STA. 112+84.70

30.60' LT

STA. 112+25.00

A-2

A-1

B-1B-2

B-2.1

B-3

18"

18" 18" 18"

18"

18"

A-0

B-0

REMOVE 18" RCP

REMOVE 18" RCP

REMOVE 15" CMP

EXIST R/W

EXIST R/W

1

2

LANIER HOLDINGS, LLC

N/FASSOCIATION, INC.

JAMES ROAD HOMEOWNERS

N/F

ANARD KRISHNASWAMY

N/F

SUSHMA GAJAKASDATTATRAYA S. GAJAKAS &

N/F

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STREAM BUFFER

25' STREAM BUFFER

CA

MP CREE

K TRIB

UT

AR

Y

CAMP CREEK TRIBUTARY

CA

MP CREE

K TRIB

UT

AR

Y

16-TP-028_13-0003.dgn 4/26/2017 12:48:53 PM

0004

MAINLINE PLAN

13-

E= 2274301.0549

N=1501433.7540

STA. 116+79.85

END CONSTRUCTION

E= 2274370.8274

N= 1501441.6546

STA. 117+50.00

END PROJECT

REH

REH

SEE

DR

AWI

NG 13-0003

MATC

H LI

NE ST

A. 114+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.

JAMES ROADSIDEWALK IMPROVEMENTS

FORSTYH COUNTY



Phone: 770 447 8999



114+00

115+00

116+00

117+00

117+50

PT 115+19.11

PC 115+58.44

PT 116+80.60

114+00

STA. 116+79.85

TIE TO EXISTING

END CURB & GUTTER

END SIDEWALK

E= 12.16

R= 185.00

L= 130.63

T= 68.17

E= 2274089.6104

N= 1501508.2418

PI Sta= 114+56.65

Curve# 5

E= 9.70

R= 200.00

L= 122.16

T= 63.05

E= 2274239.4445

N= 1501426.7724

PI Sta= 116+21.49

Curve# 6

Curve# 5

Curve# 6

JAMES ROAD

5' SIDEWALK

5' SIDEWALK

22.82' LT

STA. 115+97.11

TIE TO EXISTING

BEGIN CURB & GUTTER

ELEV 1063.20

E 2274108.33

N 1501478.79

STA. 114+78.34, 12.77' RT

60DMAGWC


G-102

D-4

ELEV 1075.86

E :2274360.36

N :1501468.32

STA. 117+42.37, 27.67' LT

4RBWC

CONTROL POINT NO. G-102

GDOT DET. A-3

TYPE "B" RAMP

11.40

+98

GDOT DET. A-3

TYPE "D" RAMP

32.11' LT

STA. 115+60.66

28.39' LT

STA. 115+97.05

30.32' LT

STA. 115+34.10

BEGIN SIDEWALK

BEGIN CURB AND GUTTER

23.93' LT

STA. 115+61.19

GUTTER

END CURB AND

37.53' LT

STA. 114+90.65

TIE TO EXISTING

END SIDEWALK

END CURB AND GUTTER

CHAIN LINK

FENCE

CONCRETE SIDE

WALK

36"RCP

36"R

CP

I.E.=1057.44

I.E.=1057.47

I.E.=1061.46

SS

IE OUT=1060.58

IE IN=1060.60

TOP=1064.33

DI

SS

GRAVEL

DRIVE

SS

SS

24" L-BACK CU

RB

24" L-BACK CURB

CONC

RETE F

LUME

CU

RB

24"

L-

BA

CK

LP

L.L.L.

L.L.L.

LL

753

LL

760

LL

752

LL

761

B-4

18"

EXIST R/W

EXIST R/W

JAMES H. GIBBSN/F

2


N/F

25' STREAM BUFFE

R

25' STREAM BUFFER

CAMP CREEK TRI

BUTARY

16-TP-028_13-0004.dgn 4/26/2017 12:48:55 PM

0001

DRIVEWAY PROFILE

17-

1" = 10' HORIZ.

SCALE: 1" = 10' VERT.

1070

1060

10500+40

0+30

0+20

0+10

0+00

GA

DOT

DET

AIL

A-2

36'

WI

DT

H,

CO

NC.

ST

A. 113+63 LT

JA

MES

RO

AD

DRI

VE

WA

Y # 1

ELE

V.= 1059.55

24.00 LT

LI

MIT

OF

CO

NST

RUTI

ON

ELEV. = 1059.43

PVI = 18.25 LT

ELEV.= 1059.43

EOP = 11.00 LT

-1.79

%

-2.14

%

5'

V.

C.


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_17.dgn 4/26/2017 12:48:56 PM

1075.00

1085.00

1050.00

1075.00

1085.00

1090.00

1100.00

H = 4.83'

IN

V.

OUT = 1059.95

IN

V. I

N = 1059.95

TOP = 1064.07

ST

A. 110+37,

OFFSET 15' LT

CAT

CH

BASI

N

GA. ST

D. 1033

D

H = 4.83'

IN

V.

OUT = 1079.88

IN

V. I

N = 1079.88

TOP = 1084.00

ST

A. 105+80,

OFFSET 15' LT

CAT

CH

BASI

N

GA. ST

D. 1033

D

H = 4.83'

IN

V.

OUT = 1079.88

IN

V. I

N = 1079.88

TOP = 1084.00

ST

A. 105+80,

OFFSET 15' LT

CAT

CH

BASI

N

GA. ST

D. 1033

D

105LF - 18" RCP @ 1.17%

RETAIN EXIST

12LF - 18" RCP @ 1.24%

217LF - 18"

RCP @ 3.25%

239LF -

18" RCP

@ 5.38%

175LF -

18" RCP

@ 5.76%

MATCHLINE

EX. GROUND

10-YR HGL ELEVATION

EX. GROUND

10-YR HGL ELEVATION

0001

H = 10.02'

IN

V.

OUT = 1055.36

IN

V. I

N = 1059.80

TOP = 1064.67

ST

A. 110+38,

OFFSET 27' LT

RE

CO

NST

RU

CT E

XIST

MA

NH

OLE

GA. ST

D. 1011

A

H = 4.83'

IN

V.

OUT = 1069.33

IN

V. I

N (

A-3.1) = 1070.60

IN

V. I

N (

A-4) = 1067.00

TOP = 1073.45

ST

A. 108+19,

OFFSET 15' LT

CAT

CH

BASI

N

GA. ST

D. 1033

D (

MO

DIFIE

D)

IN

V. ELE

V. = 1089.94

ST

A. 104+06,

OFFSET 25' LT

PIPE

COLL

AR

GA. ST

D. 9031

U

PROP. GROUND

PROP. GROUND54LF - 18"

RCP @ 1.96%

RETAIN EXIST

DRAINAGE PROFILES

22-

1060.00

1065.00

1070.00

1080.00

1055.00

1070.00

1080.00

1095.00

1105.00

A-1

A-2

A-3

A-4

A-4

A-5


Phone: 770 447 8999



SCALE IN FEET

0 40 80

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_22.dgn 4/26/2017 12:48:57 PM

1075.00

12LF - 18" RCP @ 1.85%

18LF - 18" RCP @ 6.54%124LF - 18" RCP @ 0.73%

@ 0.76%32LF - 18" RCP

54LF - 18" RCP @ 1.75%RETAIN EXIST.

H = 3.75'

IN

V.

OUT = 1054.60

IN

V. I

N (

B-2.1) = 1054.60

IN

V. I

N (

B-3) = 1054.60

TOP = 1057.64

ST

A. 112+69,

OFFSET 28' LT

DR

OP I

NLET

GA. ST

D. 9031S

H = 4.90'

IN

V.

OUT = 1055.50

IN

V. I

N = 1055.50

TOP = 1059.69

ST

A. 113+93,

OFFSET 25' LT

DR

OP I

NLET

GA. ST

D. 9031S

H = 4.83'

IN

V.

OUT = 1056.68

TOP = 1060.80

ST

A. 114+07,

OFFSET 13' LT

CAT

CH

BASI

N

GA. ST

D. 1033

D

H = 3.75'

IN

V.

OUT = 1054.60

IN

V. I

N (

B-2.1) = 1054.60

IN

V. I

N (

B-3) = 1054.60

TOP = 1057.64

ST

A. 112+69,

OFFSET 28' LT

DR

OP I

NLET

GA. ST

D. 9031S

H = 4.83'

IN

V.

OUT = 1054.83

TOP = 1058.95

ST

A. 112+69,

OFFSET 15' LT

CAT

CH

BASI

N

GA. ST

D. 1033

DEX. GROUND

EX. GROUND

10-YR HGL ELEVATION

10-YR HGL ELEVATION

0002

H = 5.42'

IN

V.

OUT = 1054.36

IN

V. I

N = 1054.36

TOP = 1060.71

ST

A. 112+37,

OFFSET 28' LT

RE

CO

NST

RU

CT E

XIST

MA

NH

OLE

GA. ST

D. 1011

A

MATCHLINE

PROP. GROUND

PROP. GROUND

DRAINAGE PROFILES

22-

1060.00

1065.00

1070.00

1080.00

1055.00

1050.00

1045.00

B-1

B-2

B-3

B-4

B-2

B-2.1


Phone: 770 447 8999



SCALE IN FEET

0 40 80

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_22.dgn 4/26/2017 12:48:57 PM

0001

JAMES ROAD

EARTHWORK CROSS SECTIONS

23-

SCALE: 1" = 10' VERT. 1" = 10' HORIZ.

1080

1090

1100

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

103+50

1080

1090

1100

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

104+00

1070

1080

1090

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

104+50

1070

1080

1090

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

105+00

1070

1080

1090

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

105+50

1070

1080

1090

1060

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

106+00

1060

1070

1080

1090

1060

1070

1080

1090

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

106+50

1060

1070

1080

1090

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

107+00

1060

1070

1080

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

107+50

1060

1070

1080

-28.41

-25.20-23.79-23.37

-26.27

-28.41

-25.20-23.79-23.37

-26.27

-19.67

-11.89-11.24-10.82-10.75-11.10-10.87-10.86

-19.67

-11.89-11.24-10.82-10.75-11.10-10.87-10.86

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

-11.89-11.24-10.82-10.75-11.10-10.87-10.86

-11.89-11.24-10.82-10.75-11.10-10.87-10.86

-30.31

-32.06-31.29


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_23.dgn 4/26/2017 12:48:58 PM

0002

JAMES ROAD


23-

SCALE: 1" = 10' VERT. 1" = 10' HORIZ.

1050

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

108+00

1050

1060

1070

1080

1050

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

108+50

1050

1060

1070

1080

1050

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

109+00

1050

1060

1070

1080

1050

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

109+50

1050

1060

1070

1080

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

110+00

1040

1050

1060

1070

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

110+50

1040

1050

1060

1070

1040

1050

1060

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

111+00

1040

1050

1060

-23.70-23.08-21.54

-27.54

-23.67 -23.70-23.08-21.54

-27.54

-23.67-22.73

-10.97-11.82

-12.50-11.81-11.43-11.35-11.15

-10.97-11.82

-12.50-11.81-11.43-11.35-11.15

2.0%

2.0%

2.0%2.0%

2.0%

2.0%

2.0%

4:1

-10.97-11.82

-12.50-11.81-11.43-11.35-11.15

-10.97-11.82

-12.50-11.81-11.43-11.35-11.15

-33.62


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_23.dgn 4/26/2017 12:48:58 PM

0003

JAMES ROAD


23-

SCALE: 1" = 10' VERT. 1" = 10' HORIZ.

1030

1040

1050

1060

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

111+50

1030

1040

1050

1060

1040

1050

1060

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

112+00

1040

1050

1060

1040

1050

1060

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

112+50

1040

1050

1060

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

113+00

1040

1050

1060

1070

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

113+50

1040

1050

1060

1070

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

114+00

1040

1050

1060

1070

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

114+50

1040

1050

1060

1070

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

115+00

1040

1050

1060

1070

-23.99

-21.92-22.52

-24.65-24.36-23.99

-10.91-11.25-11.38-10.69

-11.43

-13.93

-10.91-11.25-11.38-10.69

-11.43

-13.93

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

4:1

4:1

4:1

4:1

4:1

-10.91-11.25-11.38-10.69

-13.93

-10.91-11.25-11.38-10.69

-13.93

-25.09

4:1


Phone: 770 447 8999



DRIVE

WAY #1

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_23.dgn 4/26/2017 12:48:59 PM

0004

JAMES ROAD


23-

SCALE: 1" = 10' VERT. 1" = 10' HORIZ.

1080

1060

1070

1080

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

1050

1060

1070

1080

1040

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

115+50

1040

1050

1060

1070

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

116+00

1050

1060

1070

1050

1060

1070

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

116+50

1050

1060

1070

-30.57

-23.65

-30.57

-23.65

-12.22 -12.22

2.0%

2.0%

-20.60

-12.22

-20.60

-12.22

117+00


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_23.dgn 4/26/2017 12:48:59 PM

CHADBOURNE TRAIL

0005


23-

SCALE: 1" = 10' VERT. 1" = 10' HORIZ.

0

-10

-20

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

201+00

10

1080

1090

1100

010

20

30

40

50

60

70

80

-10

-20

-30

-40

-50

-60

-70

-80

201+50

1080

1090

1100

10.62

20.99

2.0%4:1

1080

1100

1090

10

1080

1110

1110


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_23.dgn 4/26/2017 12:48:59 PM

SPECIFICATION, "COOPERATION WITH UTILITIES".UNDERGROUND UTILITIES. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB-SECTION 105.06 OF THE GADOT STANDARDS THE ONE-CALL CENTER TELEPHONE NUMBER, 811 OR 1-800-282-7411, FOR THE PURPOSE OF COORDINATING THE MARKING OF UTILITY WORK COORDINATION WILL BE REQUIRED AS PART OF THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO USE IN CONFLICT WITH CONSTRUCTION ARE TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF HIS WORK. THAT EXISTS ON THE HIGHWAY PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. ALL UTILITY FACILITIES, WHICH ARE WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY COMPANIES FOR EXISTING LOCATIONS. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS OR ELEVATION. UTILITY FACILITIES HAVE BEEN LOCATED THROUGH FIELD SURVEY, FORSYTH COUNTY GIS, AND COORDINATION WITH UTILITYALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN

0000

UTILITY PLANS

24-

UTILITY LINECODES

TEMPORARYEXISTING PROPOSEDPROPOSED TYPE OF UTILITYTO 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


Phone: 770 447 8999



REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT NO.


FORSTYH COUNTY


16-TP-028_24-0000.dgn 4/26/2017 12:49:00 PM

0001

UTILITY PLANS

24-



REH

90°0'0"

SEE

DR

AWI

NG 24-0002

MAT

CH LI

NE ST

A. 104+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



100+00

101+00

102+00

103+00

PC 101+18.04

PT 102+56.58

PC 102+85.30

104+00

JAMES ROAD

CH

AD

BO

UR

NE T

RAIL

WA

KEFIEL

D T

RA

CE

201+00

202+00

EX. A-6

LP LP LP

LP LP

LP

L.L.L.

L.L.L.

L.L.L.

LL

754LL

753

LL

759 LL

760

LP

LPEXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

1


N/FRAMESH MEDA

N/F


N/F


N/F

N/F


N/F



CO

NC

RE

TE

SID

EW

AL

K

IE OUT=1090.99

TOP=1096.32

CBR

CONCRETE SIDEWALK

24" L-

BACK C

URB

24" L-BACK CURB

16-TP-028_24-0001.dgn 4/26/2017 12:49:02 PM

0002

UTILITY PLANS

24-

REH

REH

SEE

DR

AWI

NG 24-0001

MAT

CH LI

NE ST

A. 104+00.00

SEE

DR

AWI

NG 24-0003

MAT

CH LI

NE ST

A. 109+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



104+00

105+00

106+00

107+00

108+00

PT 106+85.15

PC 107+99.77

109+00

JAMES ROAD A-3

A-4

A-5

18"

18"18"

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE LP LP LP LP

LP

LP LP LP LP LP

L.L.L.

LL

753

LL

760

EXIST R/W

EXIST R/W

EXIST R/W

1

NANCY FERNANDES

AJAY SALIAN & N/F

ANDRE LEGAULTN/F


N/F


N/F


LISA P. HAMILTON


MADHAVI KANDREGULA

KISHORE BUDDHA &

N/F

PRIYA PATEL

YASHODAR PATEL &

N/F

RAMESH MEDAN/F

N/F


18"RCP

I.E.=1089.06

14"C

PP

RIP/RAP

BU

RRIE

D

14"C

PP

BU

RRIE

D

14"C

PP

I.E.=1073.45

APPROXIMATE DIR

WOOD FENCE

WOOD FENCE

WOOD FENCE

WOOD FENCE

16-TP-028_24-0002.dgn 4/26/2017 12:49:03 PM

0003

UTILITY PLANS

24-

36' CONC.

REH

SEE

DR

AWI

NG 24-0002

MATC

H LI

NE ST

A. 109+00.00

SEE

DR

AWI

NG 24-0004

MATC

H LI

NE ST

A. 114+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



109+00

110+00

111+00

112+00

113+00

114+00

PT 110+41.70

PC 110+78.71

PT 113+73.22

PC 113+88.48

114+00

JAMES ROAD

TOP PIPE=1059.71

8"DIP

8"DIP 8"DIP AERIAL

8"DI

P

10"PVC

IE OUT=1056.72

IE IN(b)=1056.78

IE IN(a)=1057.42

TOP=1065.22

SSMH

(a)

(b)

APPROXIMATE DIR

10"P

VC

8"P

VC

(a)(b)

TOP PIPE=1059.53

IE OUT=1058.24

IE IN=1058.34

TOP=1060.74

SSMH

IE OUT=1059.46

IE IN=1059.56

TOP=1064.11

SSMH

IE OUT=1055.60

IE IN(b)=

IE IN(a)=

TOP=1064.13

SSMH

IE OUT=1060.09

TOP=1069.14

SSMH

A-2

A-1

B-1B-2

B-2.1

B-3

18"

18" 18" 18"

18"

18"

A-0

B-0

REMOVE 18" RCP

REMOVE 18" RCP

REMOVE 15" CMP

LP

LP

LP

L.L.L.

LL

753

LL

760

EXIST R/W

EXIST R/W

1

2




N/F

ANARD KRISHNASWAMY

N/F


N/F

RIP/RAP

I.E.=

1052.0

3

I.E.=

1052.3

4

I.E.=

1051.5

3

IE OUT=1054.36

IE IN=1054.45

TOP=1060.71

SDMH

CHAIN LINK FENCE

WOOD FENCE

SPRING HEAD

I.E. BURIED

18"RCP

18"RCP

60"C

MP

18"RCP

18"RCP

60"C

MP

60"C

MP

RIP/RAP

RIP/

RAP

ST

RE

AM

15"CMP

I.E.=

1051.8

8

I.E.=

1052.5

4

I.E.=

1052.6

8

I.E.=1053.41

I.E.=1054.14

I.E.=1062.16

I.E. BURIED

I.E.=1057.44

MB

GATE

SSSS

SS

IE OUT=1055.36

IE IN=1056.52

TOP=1064.67

SDMH

SS

SS

CONCRETE DRIVE

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STREAM BUFFER

25' STREAM BUFFER

CA

MP CREE

K TRIB

UT

AR

Y


CA

MP CREE

K TRIB

UT

AR

Y

16-TP-028_24-0003.dgn 4/26/2017 12:49:05 PM

0004

UTILITY PLANS

24-

E= 2274301.0549

N=1501433.7540

STA. 116+79.85

END CONSTRUCTION

E= 2274370.8274

N= 1501441.6546

STA. 117+50.00

END PROJECT

REH

REH

SEE

DR

AWI

NG 24-0003

MATC

H LI

NE ST

A. 114+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



114+00

115+00

116+00

117+00

117+50

PT 115+19.11

PC 115+58.44

PT 116+80.60

114+00

JAMES ROAD

10"DIP

8"P

VC

(a)(b)

(c)

10"DIP

APPROXIMATE DIR

8"DI

P

8"P

VC

CLEAN OUT

VENT PIPE

8"DIP

8"PVC

IE OUT=1054.76

IE IN(c)=1056.56

IE IN(b)=1055.61

IE IN(a)=1054.96

TOP=1063.26

SSMH

IE OUT=1057.82

IE IN=1058.07

TOP=1066.46

SSMH

IE OUT=1063.27

IE IN=1063.51

TOP=1076.37

SSMH

B-4

18"

LP

L.L.L.

L.L.L.

LL

753

LL

760

LL

752

LL

761

EXIST R/W

EXIST R/W

JAMES H. GIBBSN/F

2


N/F

CHAIN LINK

FENCE

CONCRETE SIDE

WALK

36"RCP

36"R

CP

I.E.=1057.44

I.E.=1057.47

I.E.=1061.46

SS

IE OUT=1060.58

IE IN=1060.60

TOP=1064.33

DI

SS

MB

ROCK

GRAVEL

DRIVE

SS

SS

24" L-BACK C

URB

24" L-BACK CURB

CONC

RETE F

LUME

CU

RB

24"

L-

BA

CK

25' STREAM BUFFE

R

25' STREAM BUFFER

CAMP CREEK TRI

BUTARY

16-TP-028_24-0004.dgn 4/26/2017 12:49:06 PM

0001

SIGNING AND MARKING PLANS

26-



REH

90°0'0"

SEE

DR

AWI

NG 26-0002

MAT

CH LI

NE ST

A. 104+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



100+00

101+00

102+00

103+00

104+00

E= 2.70

R= 890.00

L= 138.54

T= 69.41

E= 2272825.9376

N= 1501436.7881

PI Sta= 101+87.45

Curve# 1

Curve# 1

JAMES ROAD

CH

AD

BO

UR

NE T

RAIL

WA

KEFIEL

D T

RA

CE

201+00

202+00

CONDITIONS AS NEEDED PRIOR TO CONSTRUCTION.

FROM AERIALS. CONTRACTOR TO FIELD VERIFY EXISTING

FROM STA. 100+00.00 TO 101+78.30 HAS BEEN DIGITIZED

EXISTING INFORMATION FOR JAMES ROAD

NOTE:

EMBANKMENT TO OBTAIN SIGHT DISTANCE FROM CHADBOURNE TRAIL

COUNTY TO TRIM EXISTING VEGETATION TO RIGHT OF WAY AND GRADE

NOTE:

DOUBLE YELLOW SOLID STRIPE

DO

UB

LE

YE

LL

OW

SO

LID

ST

RIP

E

CO

NC

RE

TE

SID

EW

AL

K

IE OUT=1090.99

TOP=1096.32

CBR

WHITE SOLID STRIPE

WHITE SOLID STRIPE

WHITE SOLID STRIPE

CONCRETE SIDEWALK

24" L-

BACK C

URB

24" L-BACK CURB

AH

EA

D

YIE

LD

HERE

TO

YIE

LD

HERE

TO

36"

X36"

W11-2

15'

RT

ST

A. 100+10

24"

X12"

W16-9p BE

AC

ON PE

D

ACTI

VATE

DC

AR

MA

NA

H

R920 FL

AS

HI

NG

SOL

AR P

OWE

RE

D

36"

X36"

102+11, 36.5'

RT

ST

A.

R1-5

A

BE

AC

ON PE

D

ACTI

VATE

D

CA

RM

AN

AH

R920 FL

AS

HI

NG

SOL

AR P

OWE

RE

D

36"

X36"

102+30, 27' LT

ST

A.

R1-5

A

YIELD LINE (TYP.)

24" GAP (TYP.)

12" SOLID WHITE,





LP LP LP

LP LP

LP

L.L.L.

L.L.L.

L.L.L.

LL

754LL

753

LL

759 LL

760

LP

LPEXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

1


N/FRAMESH MEDA

N/F


N/F


N/F

N/F


N/F



EX. A-6

16-TP-028_26-0001.dgn 4/26/2017 12:49:08 PM

0002


26-

REH

REHSEE

DR

AWI

NG 26-0001

MAT

CH LI

NE ST

A. 104+00.00

SEE

DR

AWI

NG 26-0003

MAT

CH LI

NE ST

A. 109+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



104+00

105+00

106+00

107+00

108+00

109+00

E= 4.56

R= 4390.00

L= 399.85

T= 200.06

E= 2273123.7247

N= 1501452.2639

PI Sta= 104+85.36

Curve# 2

Curve# 2 JAMES ROAD

Curve# 3

E= 3.70

R= 1980.00

L= 241.93

T= 121.12

E= 2273559.1864 N= 1501435.2030PI Sta= 109+20.88

Curve# 3

DOUBLE YELLOW SOLID STRIPE

18"RCP

I.E.=1089.06

14"C

PP

BU

RRIE

D

14"C

PP

BU

RRIE

D

14"C

PP

I.E.=1073.45

APPROXIMATE DIR

WHITE SOLID STRIPE

WHITE SOLID STRIPE

AH

EA

D

36"

X36"

W11-2

15' LT

ST

A. 104+37

24"

X12"

W16-9p


APPROXIMATE 20'DRAINAGE EASEMENT

APP

RO

XIM

ATE 20'

DR

AIN

AG

E

EAS

EM

EN

T

LP LP LP LP

LP

LP LP LP LP LP

L.L.L.

LL

753

LL

760

EXIST R/W

EXIST R/W

EXIST R/W

1

NANCY FERNANDES

AJAY SALIAN & N/F

ANDRE LEGAULTN/F


N/F


N/F


LISA P. HAMILTON


MADHAVI KANDREGULA

KISHORE BUDDHA &

N/F

PRIYA PATEL

YASHODAR PATEL &

N/F

RAMESH MEDAN/F

N/F


A-3

A-4

A-5

18"

18"18"

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE

BY ENGINEER

PLACED AS DIRECTED

14" PIPES TO BE

16-TP-028_26-0002.dgn 4/26/2017 12:49:09 PM

0003


26-

36' CONC.

REH

SEE

DR

AWI

NG 13-0002

MATC

H LI

NE ST

A. 104+00.00

SEE

DR

AWI

NG 13-0002

MATC

H LI

NE ST

A. 104+00.00

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

$REF01$

$REF02$

$REF03$

$REF04$

$REF05$

TIME$$$

$REF06$

$REF07$

$REF08$

$REF09$

$REF10$

$REF11$

$REF12$

$REF13$

$REF14$

$REF15$

GPLN7/31/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

EASEMENT FOR CONSTR



CONSTRUCTION LIMITS


C F

REQUIRED R/W LINE


20

SCALE IN FEET


LIMIT OF ACCESS




(SEE ERIT TABLE)


PROJECT NO.


FORSTYH COUNTY



Phone: 770 447 8999



109+00

110+00

111+00

112+00

113+00

114+00

114+00

E= 3.70

R= 1980.00

L= 241.93

T= 121.12

E= 2273559.1864

N= 1501435.2030

PI Sta= 109+20.88

Curve# 3

E= 4.61

R= 2355.00

L= 294.50

T= 147.44

E= 2273863.7110

N= 1501460.5455

PI Sta= 112+26.16

Curve# 4

Curve# 3 Curve# 4

JAMES ROAD

Curve# 5

E= 12.16

R= 185.00

L= 130.63

T= 68.17

E= 2274089.6104

N= 1501508.2418

PI Sta= 114+56.65

Curve# 5

I.E.=

1052.0

3

I.E.=

1052.3

4

I.E.=

1051.5

3

IE OUT=1054.36

IE IN=1054.45

TOP=1060.71

SDMH

DOUBLE YELLO

W SOLID STRIPE

I.E. BURIED

18"RCP

18"RCP

60"C

MP

18"RCP

18"RCP

60"C

MP

60"C

MP

15"CMP

I.E.=

1051.8

8

I.E.=

1052.5

4

I.E.=

1052.6

8

I.E.=1053.41

I.E.=1054.14

I.E.=1062.16

I.E. BURIED

I.E.=1057.44

SSSS

SS

IE OUT=1055.36

IE IN=1056.52

TOP=1064.67

SDMH

SS

SS

CONCRETE DRIVE

WHITE SOLID ST

RIPE

WHITE SOLID ST

RIPE

GDOT CONST. DETAIL T-11A

8' CROSSWALK (TYP.)


LP

LP

LP

L.L.L.

LL

753

LL

760

EXIST R/W

EXIST R/W

1

2




N/F

ANARD KRISHNASWAMY

N/F


N/F

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STRE

AM B

UFFER

25' STREAM BUFFER

25' STREAM BUFFER

CA

MP CREE

K TRIB

UT

AR

Y


CA

MP CREE

K TRIB

UT

AR

Y

A-2

A-1

B-1B-2

B-2.1

B-3

18"

18" 18" 18"

18"

18"

A-0

B-0

REMOVE 18" RCP

REMOVE 18" RCP

REMOVE 15" CMP

16-TP-028_26-0003.dgn 4/26/2017 12:49:10 PM

0004


26-

E= 2274301.0549

N=1501433.7540

STA. 116+79.85

END CONSTRUCTION

E= 2274370.8274

date$$$ $prf8$ $dgn$ county project number …...concrete and metal pipe culverts sheet 1 of 3 ......

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