23-122 revised plans

MILES

DATE

CITY OF JOHNS CREEK

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 :

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

Project No.

BY:

PLANS PREPARED

SUPERVISION OF:

PREPARED UNDER

DESIGN DATA

PUBLIC WORKS DIRECTOR

0.0000

0.0000

COUNTY No. 121

COUNTY NAME: FULTON

CLAUDIA MANCILLAS, P.E.

0.1420

0.1420

0.1420

POSTED SPEED: 25 MPH

FUNCTIONAL CLASSIFICATION: URBAN MINOR ARTERIAL

REQ’D R/W

REQ’D R/W

TESMT

TESMT

PROJECT LOCATION

(MORTONS CROSSING TO STARFIRE LANE)

LEFT TURN LANE

TAYLOR ROAD

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2023 CONSTRUCTION

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

AND DETAILS BOOK IS AVAILABLE AT:

AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2023 CONSTRUCTION STANDARDS

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2023 CONSTRUCTION STANDARDS PLANS COMPLETED 04-07-2023

REVISIONS 04/14/23

01-

4/12/2023

Adan.Gonzalez

GPLOT-V8

gplotborder-V8i-PO.tbl

242209831_01-0001.dgn

GRWCOV

CONCOV

P.I. No.

www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

MID-POINT COORDINATES

TAYLOR ROAD

100 200

SCALE IN FEET

0 50

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

STA. 105+25.00

N. 1472505.7080

E. 2283697.4340

EXIST. R/W

EXIST. R/W

APPROXIMATE LAND LOT LINE

LAND LOT LINE

APPROXIMATE

M O R T

O N S

C R

O S S

IN

G

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

DRAWING No.

INDEX

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2023 CONSTRUCTION

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

AND DETAILS BOOK IS AVAILABLE AT:

AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2023 CONSTRUCTION STANDARDS

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2023 CONSTRUCTION STANDARDS

60-0001 TO 60-0003

54-0001 TO 54-0002

31-0001

26-0001 TO 26-0002

24-0001 TO 24-0002

23-0001 TO 23-0004

22-0001

15-0001

13-0001 TO 13-0002

05-0001 TO 05-0002

04-0001

03-0001

02-0001

01-0001

RIGHT-OF-WAY PLANS

BMP LOCATION PLANS

WALL ENVELOPES

SIGNING & MARKING PLANS

UTILITY PLANS

CROSS SECTIONS

DRAINAGE PROFILES

MAINLINE PROFILE

CONSTRUCTION PLANS

TYPICAL SECTIONS

GENERAL NOTES

REVISION SUMMARY

INDEX

COVER

DESCRIPTIONDESCRIPTION

02-

DRAWING NO. DRAWING NO.

INDEX

04/14/23 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/12/2023

Adan.Gonzalez

GPLOT-V8

gplotborder-V8i-PO.tbl

242209831_02.dgn

2:17:28 PM

GPLN10/23/2015

DEPARTMENT OF PUBLIC WORKS

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

60-0001

54-0001

31-0001

26-0001

24-0001

23-0003

13-0001

05-0001 TO 05-0002

03-0001

02-0001

01-0001

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

04/14/23

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

WALL ADDED TO PLANS.

LEGEND UPDATED. WALL DETAIL ADDED TO PLANS.

REVISIONS TO PLANS.

WALL ENVELOPE ADDED TO PLANS.

WALL ADDED TO PLANS.

REVISION

REVISION SUMMARY

03-

DRAWING NO.DATE DATE DRAWING NO. REVISION

04/14/23 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/13/2023

Adan.Gonzalez

GPLOT-V8

242209831_03.dgn

9:21:33 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN THE PRICE BID FOR GRADING COMPLETE.

GUTTER OR SIDEWALK, A JOINT SHALL BE SAWED TO ENSURE A NEAT LINE. COSTS FOR SAWED

25. AT LOCATIONS WHERE NEW CURB & GUTTER OR SIDEWALK IS PLACED ADJACENT TO EXISTING CURB &

AN NOI IS NOT REQUIRED FOR THIS PROJECT.24.

SAW CUTS TO BE INCLUDED IN COST FOR GRADING COMPLETE.23.

ALL SIGN REMOVAL WILL BE INCLUDED IN PRICE BID FOR GRADING COMPLETE.22

ALL SIDEWALK REMOVAL TO BE INCLUDED IN PRICE BID FOR GRADING COMPLETE.21.

ALL PIPE REMOVAL TO BE INCLUDED IN PRICE BID FOR GRADING COMPLETE.20.

PAYMENT WILL BE MADE.

BY UFAS BUT NOT SHOWN IN THIS CONTRACT WILL BE INCLUDED IN THE PRICE AND NO ADDITIONAL

STANDARDS (UFAS) AND "AMERICAN DISABILITY ACT OF 1991". ANY ADDITIONAL WORK REQUIRED

SIDEWALK INSTALLATION SHALL MEET ALL REQUIREMENTS OF THE UNIFORM FEDERAL ACCESSIBILITY 19.

INCURRED TO COMPLY WITH THIS REQUIREMENT.

BERMUDA SOD, ZOYSIA FOR ZOYSIA, ETC. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS

SOD WHICH MAY BE PLANTED AND GROWING ON THE ADJACENT LAWN. I.E." BERMUDA SOD FOR

TYPE OF GRASS SOD USED ON THIS PROJECT WILL BE REQUIRED TO MATCH ANY TYPE OF GRASS OR 18.

SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE, NO

REGRADED AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC

RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR

TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT LIMITED TO, REPLACEMENT OR

THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL 17.

THE ENGINEER.

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CURRENT EDITION AND/OR AS DIRECTED BY

CONSTRUCTION. ALL TEMPORARY SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH

BARRICADES, CHANNELIZING DEVICES, ETC. REQUIRED FOR MAINTENANCE OF TRAFFIC DURING

CONSTRUCTION, MAINTENANCE, AND REMOVAL OF TEMPORARY SIGNING AND PAVEMENT MARKINGS, PRICE BID FOR TRAFFIC CONTROL - LUMP SUM SHALL INCLUDE, BUT IS NOT LIMITED TO, 16.

ON ANY PAVEMENT NOT PROPERLY STRIPED.

TRAFFIC CONTROL DEVICES" OR AS DIRECTED BY THE ENGINEER. TRAFFIC SHALL NOT BE ALLOWED

ALL REMAINING LINES OR MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM

SATISFACTION OF THE ENGINEER SUCH THAT THE LINES DO NOT CONFUSE THE TRAVELING PUBLIC.

BEING USED ON CONSTRUCTION, THE CONTRACTOR SHALL REMOVE OR OVERLAY LINES TO THE

WHERE EXISTING PAVEMENT MARKINGS AND LINES ARE IN CONFLICT WITH THE TRAFFIC PATTERN 15.

ITEMS, EXCEPT WHEN SAWING PCC CONCRETE PAVEMENT.

FOR SAWED JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN PRICE BID FOR OTHER CONTRACT

ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. COSTS

AN OVERLAY OR WHERE CURBING IS TO BE PLACED ACROSS A PAVED AREA, A JOINT SHALL BE SAWED

AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT 14.

COMPLETE - LUMP SUM.

IN THE PRICE BID FOR GRADING COST FOR THE REMOVAL OF EXISTING PIPES SHALL BE INCLUDED 13.

FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT.

REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE MADE

THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY 12.

8" CONCRETE DRIVEWAY

COMMERCIAL - 8" CONCRETE VALLEY GUTTER

6" CONCRETE DRIVEWAY

RESIDENTIAL - 6" CONCRETE VALLEY GUTTER

CONCRETE DRIVES

8" GRADED AGGREGATE BASE

INCL BITUM MAT’L & H LIME

2" RECYCLED ASPHALTIC CONCRETE 19 MM SUPERPAVE, GP 1 OR GP 2,

ONLY INCL. BITUMINOUS MATERIAL & H. LIME

COMMERCIAL - 1-1/2" RECYCLED ASPHALTIC CONCRETE, 9.5 MM SUPERPAVE GP2

6" GRADED AGGREGATE BASE

ONLY INCL. BITUMINOUS MATERIAL & H. LIME

RESIDENTIAL - 1-1/2" RECYCLED ASPHALTIC CONCRETE, 9.5 MM SUPERPAVE GP2

ASPHALTIC DRIVES

11. (CON’T)

Pipe Culvert Material Alternates

TYPE OF INSTALLATION

CONCRETE STEEL THERMOPLASTIC

S

T

O

R

M

D

R

A

I

N

R O

A D

B E

D

(O U

T S

ID

E

B E

A R

IN

G

N O

N -T

R A

V E

L

INTERSTATE

INTERSTATE

NON

ADT < 1,500

5,000

1,500 < ADT <

15,000

5,000 < ADT <

& INTERSTATES

ADT > 15,000

GRADE > 10%

SIDE DRAIN

PERMANENT SLOPE DRAIN

PERFORATED UNDERDRAIN

(I N S

ID

E

O

A D

B E

D

T R

A V

E L

B

E A

R

IN

G

G R

A D

E

NOTE:

1.

2.

3.

Allowable materials are indicated by an "X".

4.

Structural, installation, fill heightand backfill requirements of storm drain pipe will be in accordance with Georgia Standard 1030-D or 1030-P and the Standard Specifications.

The Contractor shall provise additional storm sewer capacity calculations if a pipe material other than concrete is selected.

Pipe used under mechanically stabilized earth (MSE) walls, within MSE wall backfill, or within five feet of an MSE wall face shall be Class V Concrete Pipe.

Rev. 1-12-16

AASHTO M-36

COATED

STEEL PLAIN ZINC

CORRUGATED

AASHTO M-36

COATED (TYPE 2)

STEEL ALUMINUM

CORRUGATED

ALUMINUM

AASHTO M-170

CONCRETE

REINFORCED

AASHTO M-245

COATED STEEL

POLYMER

AASHTO M-196

ALUMINUM

CORRUGATED

AASHTO M-252

HDPE

CORRUGATED

AASHTO F-949

SMOOTH INTERIOR

CORRUGATED

PVC

AASHTO M-330

POLYPROPYLENE

SMOOTH LINED

CORRUGATED

AASHTO M-294

HDPE TYPE "S"

SMOOTH LINED

CORRUGATED

M-304

Drain Pipe AASHTO

PVC Profile Wall

X

X

X

X

X

X

X

X

X

X X X

XX X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PIPE TYPE

THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:6.

CALLED TO SUB-SECTION 105.06 "COOPERATION WITH UTILITIES" OF THE STANDARD SPECIFICATIONS.

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

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

UTILITY WORK COORDINATION WILL BE REQUIRED AS A PART OF THIS CONTRACT. THE CONTRACTOR SHALL5.

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

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

THE CONTRACTOR SHALL STRICTLY ADHERE TO DUST CONTROL REGULATIONS. ALL AREAS SUBJECTED TO DUST4.

COMPLETE - LUMP SUM.

ENGINEER. COST FOR CLEARING AND GRUBBING SHALL BE INCLUDED IN THE PRICE BID FOR GRADING

GRUBBING ON THIS PROJECT IS LIMITED TO THE ACTUAL CONSTRUCTION LIMITS UNLESS DIRECTED BY THE

PAY ITEM SHALL BE INCLUDED IN THE PRICE BID FOR GRADING COMPLETE - LUMP SUM. CLEARING AND

QUANTITY SHOWN ON THE PLANS. COSTS FOR ITEMS TO BE REMOVED WHICH DO NOT HAVE A SEPARATE

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

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

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

THE TOTAL EARTHWORK QUANTITY SHOWN ON THE PLANS IS FOR INFORMATION ONLY. THE CITY OF JOHNS3.

ADVANCE OF HIS WORK.

ITEMS IN THE DETAILED ESTIMATE ARE TO BE REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN

UTILITY FACILITIES WHICH ARE IN CONFLICT WITH CONSTRUCTION AND ARE NOT COVERED AS SPECIFIC

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

RESPONSIBILITY UNDER THIS REQUIREMENT. "EXISTING UTILITY FACILITIES" MEANS ANY UTILITY THAT

UNKNOWN FACILITIES NOT SHOWN ON HIGHWAY PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS

SERVICE LINES ORACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS

ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON HIGHWAY PLANS, AND ARE NOT NECESSARILY2.

AND SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD1.

CONSTRUCTION LIMITS. WHERE REQUIRED, THE DRIVES SHALL BE PAVED AS FOLLOWS:

TO THEIR DRIVES TO BE CONSTRUCTED. ASPHALTIC AND UNPAVED DRIVEWAYS SHALL BE PAVED

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

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

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

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

ASPHALT, CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH. THE DRIVEWAY LOCATIONS INDICATED

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

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

ALL DRIVEWAYS, WHERE ACCESS IS ALLOWED, SHALL BE PLACED AS DIRECTED BY THE ENGINEER IN11.

THROUGH THE CONSTRUCTION AREA DURING INCLEMENT WEATHER.

SHALL BE USED AT THE ENGINEER’S DIRECTION TO FACILITATE THE MOVEMENT OF LOCAL TRAFFIC

AGGREGATE SURFACE COURSE FOR TEMPORARY DRIVEWAYS, INCLUDING MATERIAL HAUL AND PLACEMENT,10.

LOCATIONS AND DESCRIPTIONS OF MONUMENTS USED.

HORIZONTAL CONTROL IS BASED UPON GEORGIA STATE PLANE COORDINATE SYSTEM. SEE PLANS FOR9.

PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL.

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE8.

INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. 7.

678-512-3254

CITY OF JOHNS CREEK, GA

UTILITY COORDINATOR

KEVIN DYE

CONTACT FOR ADDITIONAL INFORMATION:

UTILITY OWNER SERVICE

SAWNEE EMC ELECTRIC

ATLANTA GAS LIGHT GAS

AT&T TELECOMMUNICATIONS

FULTON COUNTY WATER/SEWER WATER

FULTON COUNTY WATER/SEWER SEWER

THE DISTURBED AREA OF THIS PROJECT IS 0.20 AC.

COMCAST TELECOMMUNICATIONS

GENERAL NOTES

04- www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_04.dgn

3:12:10 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

NOT TO SCALE

TYPICAL SECTIONS

05-

TO REMAIN

CLCL

11’-0" TO 13’-0" 12’-0" TYP. 12’-0" TYP.

VARIES

LEFT TURN

TO REMAIN

CLCL

12’-0" TYP. 12’-0" TYP.

LEFT TURN

11’-0" TYP.

0’-0" TO 11’-0"

VARIES

VARIES

1’-0"

SIDEWALK

SHOULDER

TRAVEL LANETRAVEL LANE

TRAVEL LANE TRAVEL LANE

EX. PVMT

EX. PVMT

C&G

2’-0"

NOTE: ALL GRASS AREAS TO BE SOD.NOTE: ALL GRASS AREAS TO BE SOD.

A

PAVEMENT LEGEND

A

PAVEMENT LEGEND

H

B

C

D

E

F

H

RECYCLED ASPH CONC 19 MM SUPERPAVE, 220 LBS/SY

RECYCLED ASPH CONC 25 MM SUPERPAVE, 330 LBS/SY

GRADED AGGREGATE BASE COURSE, 12 INCH

G

CONC SIDEWALK, 4 INCH

CONC CURB & GUTTER, 6"X24", TP 2

MILLING, 1�"

RECYCLED ASPH CONC LEVELING

F

E

A

F

E

A

B

C

D

A

G

D

TO REMAIN

AND SIDEWALK (TYP.)

EXISTING CURB & GUTTER

G

M A T

C H L I

N E

WALL C&G

2’-0"

6’-0"

SIDEWALK

7’-6" TYP.

1’-0"

I

9’-0" TO 10’-0"

VARIES

5’-0" TO 6’-0"

VARIES

0’-0" TO 2’-0"

VARIES

ICLASS A CONC. RETAINING WALL

RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TP 11, 137.5 LBS/SY

04/14/23 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/13/2023

Adan.Gonzalez

GPLOT-V8

242209831_05.dgn

9:31:08 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

TYPICAL SECTION #1

TYPICAL SECTION #2

STA. 103+65 TO 107+04

STA. 102+00 TO 103+65

EXIST.EXIST.

VARIES

2:1 MAX

2% MAX2% MAX

2:

MAX

VARIES VARIES

EXIST.

CROWN POINT

CROWN POINT

TAYLOR ROAD

TAYLOR ROAD

6"6"

TO REMAIN

AND SIDEWALK (TYP.)

EXISTING CURB & GUTTER

TO REMAIN

AND SIDEWALK (TYP.)

EXISTING CURB & GUTTER

2% MAX2% MAX

2:1 MAX

1’-0"

1’-0"

6"

SEE TURNUP SIDEWALK WALL DETAIL

1’-6"

0’-0" TO 4’-0"

VARIES

STA. 105+92.60 TO 106+39.12

NOT TO SCALE

TO REMAINEX. PVMT

CLCL

12’-0" TYP.

TRAVEL LANE TRAVEL LANESTRIPE MEDIAN

0’-0" TO 12’-0"

VARIES

11’-0" TYP.VARIES

STRIPE

F

E

A

TO REMAIN

AND SIDEWALK (TYP.)

EXISTING CURB & GUTTER

NOTE: ALL GRASS AREAS TO BE SOD.NOTE: ALL GRASS AREAS TO BE SOD.

A

PAVEMENT LEGEND

A

PAVEMENT LEGEND

B

C

D

E

F

H

RECYCLED ASPH CONC 19 MM SUPERPAVE, 220 LBS/SY

RECYCLED ASPH CONC 25 MM SUPERPAVE, 330 LBS/SY

GRADED AGGREGATE BASE COURSE, 12 INCH

G

CONC SIDEWALK, 4 INCH

CONC CURB & GUTTER, 6"X24", TP 2

MILLING, 1�"

RECYCLED ASPH CONC LEVELING

ICLASS A CONC. RETAINING WALL

RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TP 11, 137.5 LBS/SY

TYPICAL SECTIONS

05-

04/14/23

TYPICAL SECTION #3

STA. 107+04 TO 108+85

EXIST.EXIST. EXIST.

CROWN POINT

TAYLOR ROAD

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.

TO REMAIN

AND SIDEWALK (TYP.)

EXISTING CURB & GUTTER

TURNUP SIDEWALK WALL DETAIL

www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/13/2023

Adan.Gonzalez

GPLOT-V8

242209831_05.dgn

9:31:13 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

A P P R

O X I

M A T E

L

A N

D

L

O T

L I

N E

R C

P

ASPHALT

IN=1068.55

TOP=1072.07

SWCB

OUT=1068.93

TOP=1072.27

SWCB

CONC

ASPHALT

CWSP

ESM’T FOR CONST. OF SLOPES

MAINLINE PLANS

13- 0001

0 1

P T

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

5’ SIDEWALK

TAYLOR ROAD

P C

MATCH EXIST.

STA. 102+00.00

BEGIN MILL/OVERLAY

BEGIN CONSTRUCTION

E= 25.59

R= 482.00

L= 307.43

T= 159.15

E= 2283398.4404

N= 1472479.2223

PI Sta= 102+35.70

Curve# 1

CURVE #1

M O R T O N S

C R O S S I N G

TO REMAIN

EXIST. CURB & GUTTER

STA. 103+65.00

BEGIN FULL DEPTH WIDENING

TIE TO EXIST.

23.00’ LT

STA. 103+65.00

BEGIN SIDEWALK

BEGIN CURB & GUTTER

23’

24.57’

FENCE

BARRIER

ORANGE

6’ SIDEWALK

31.00’ LT

STA. 106+39.12

END WALL 1

27.00’ LT

STA. 106+50.00

END SIDEWALK TAPER

31.00’ LT

STA. 105+92.60

BEGIN WALL 1

25.00’ LT

STA. 105+90.00

END SIDEWALK TAPER

27.00’ LT

STA. 105+80.00

FROM 5’ TO 6’

TRANSITION SIDEWALK

BEGIN SIDEWALK TAPER

25.00’ LT

STA. 106+40.00

FROM 6’ TO 5’

TRANSITION SIDEWALK

BEGN SIDEWALK TAPER

A-1

A-2

REQ’D R/W REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

N/F www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite BoulevardORANGE 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

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

REVISION DATES

4/13/2023

Adan.Gonzalez

GPLOT-V8

242209831_13-0001.dgn

11:47:02 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

0 40 80

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

LP

EXIST. R/W

R C

P

P1

IN=1050.45

TOP=1055.94

DWCB

OUT=1051.41

IN=1052.02

TOP=1056.30

DWCB

ASPHALT

CONCRETE

A S

P H

A L T

(GREENHOUSE)

BUILDING

GLASS/CONC

1 STORY

OUT=1052.15

TOP=1064.21

JB

ELEV=1052.33

E=2284340.59 N=1472424.33

PK NAIL SET

BENCHMARK #51

ESM’T FOR CONST. OF SLOPES

MAINLINE PLANS

13- 0002

P C

P T

5’ SIDEWALK

TAYLOR ROAD

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

EXIST. CURB & GUTTER

MATCH EXIST.

STA. 108+85.00

END MILL/OVERLAY

END CONSTRUCTION

E= 26.64

R= 516.00

L= 324.74

T= 167.95

E= 2284163.4692

N= 1472546.9907

PI Sta= 109+92.86

Curve# 2

CURVE #2

TIE TO EXIST.

45.28’ LT

STA. 107+04.32

END SIDEWALK

END CURB & GUTTER

STA. 107+04.32

END FULL DEPTH WIDENING

23’

TYPE B

RAMP

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

N/F www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite BoulevardORANGE 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

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

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_13-0002.dgn

3:12:47 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

1" = 20’ HORZ.

1" = 5’ VERT.

SCALE

MAINLINE PROFILE

15- www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_15.dgn

3:12:52 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

10851085

10851085

101+00 102+00 103+00 104+00 105+00 106+00 107+00

P V I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

-0.9138% -1.3135%

-2.5630%

-3.3435%

-4.1620%

-4.3367%

-3.7906%

-4.0850%

-4.6012%

-5.0425%

10651065

10651065

107+00 108+00 109+00 110+00

I

I

E L

I

I

E L

I

I

E L

I

I

E L

I

I

E L

-4.4035%

-4.0904%

-3.7695%

-3.0376%

I

I

E L

PROFILE FOLLOWS EXISTING LANE BREAK

STA. 103+65.00

BEGIN FULL DEPTH WIDENING

STA. 107+00.00

END FULL DEPTH WIDENING

STA. 102+00.00

BEGIN MILL/INLAY

BEGIN CONSTRUCTION

STA. 108+85.00

END MILL/INLAY

END CONSTRUCTION

STA. 101+50.00

BEGIN PROJECT

STA. 109+00.00

END PROJECT

1" = 20’ HORZ.

1" = 5’ VERT.

SCALE

DRAINAGE PROFILES

22-

EXIST. GROUND

PROPOSED GROUND

www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/21/2023

Adan.Gonzalez

GPLOT-V8

242209831_22.dgn

11:29:42 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

10801080

10801080

8LF OF 18" RCP 1.26%

0.50%

30LF OF 18" RCP

EXIST.

H

I N

U T

I N

V

I

N

E L E

V

O F F

L T

S T

A

G D

O T

S T

D

A

C O

N V E

R T

E

X

C

B

T

M A

N H

O L E

A

H

I N

U T

E L E

V

O F F

L T

S T

A

G D

O T

S T

D

D

R E

Q

D

T

H

B

S I

N

A

8" DIP

APPROX. EXIST.

TOP OF WATERLINE

PROVIDE 6" CONC. PAD ON

EARTHWORK CROSS SECTIONS

23-

SCALE IN FEET

0 20 40 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

102+00

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

102+50

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

103+00

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

103+50

.6

.1

.5

.2

4.6%0.4%3.1%

3.8% 0.6% 3.4%

3.4%0.3%5.3%

4.2%0.9%4.1%

TAYLOR ROAD

TAYLOR ROAD

TAYLOR ROAD

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_23.dgn

3:13:02 PM

TAYLOR ROAD

23-

SCALE IN FEET

0 20 40 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

104+00

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

104+50

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

105+00

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

105+50

.5

.4

.3

.4

2.0%2.4%2.4%2.0% 2:1

2.0% 2:1

2.3% 2.7%2.3%

3.2%2.3%2.3%2.0% 2:1

2.0%

2:1 1.6% 1.6% 3.2%

TAYLOR ROAD

TAYLOR ROAD

Adan.Gonzalez

GPLOT-V8

3:13:09 PM

TAYLOR ROAD

23-

SCALE IN FEET

0 20 40 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

04/14/23

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

106+00

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

106+50

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

107+00

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

107+50

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+00

.0

.5

.3

.3

3.8% 3.8% 3.3%2.0%

2:1

2.1% 2.1% 3.4%

3.1%1.8%1.4%

3.4%1.5%1.5%

TAYLOR ROAD

TAYLOR ROAD

TAYLOR ROAD

TAYLOR ROAD

TAYLOR ROAD

.3

2.1% 3.7%2.1%

2:1

2.0%

4/12/2023

Adan.Gonzalez

GPLOT-V8

2:25:14 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

23-

SCALE IN FEET

0 20 40 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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+50

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+85

.4

.3

3.1%1.5%2.1%

4.0%3.6% 3.5%

Adan.Gonzalez

GPLOT-V8

3:13:21 PM

TAYLOR ROAD

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

A P P R

O X I

M A T E

L

A N

D

L

O T

L I

N E

R C

P

SIGN

TOP=1072.07

SWCB

OUT=1068.93

TOP=1072.27

SWCB

EVG

15"

LINE

CULTIVATION

EVG

8"

EVG

17"

HWD

49"

CULTI

VATIO

N

LIN

E

EVG

6" EVG

10"

EVG

12"

LINE (TYP)

CULTIVATION

EVG

6"

EVG

7"

EVG

8"

EVG

6"

EVG

6" CULTIVATION LINE

SIGN

EVG

8"

SIGN

SIGN

SIGN

SIGN

WV

TPWV

PP

8" DI PER

RECORDS

WV

THH

WV

WV LP

CWSP

8"

LP

PTP

PP

ESM’T FOR CONST. OF SLOPES

UTILITY PLANS

24- 0001

0 1

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

TAYLOR ROAD

MATCH EXIST.

STA. 102+00.00

BEGIN MILL/OVERLAY

BEGIN CONSTRUCTION

E= 25.59

R= 482.00

L= 307.43

T= 159.15

E= 2283398.4404

N= 1472479.2223

PI Sta= 102+35.70

Curve# 1

CURVE #1

M O R T O N S

C R O S S I N G

FENCE

BARRIER

ORANGE

31.00’ LT

STA. 106+39.12

END WALL 1

31.00’ LT

STA. 105+92.60

BEGIN WALL 1

A-1

A-2

REQ’D R/W REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

N/F www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite BoulevardORANGE 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

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

REVISION DATES

4/21/2023

Adan.Gonzalez

GPLOT-V8

242209831_24-0001.dgn

1:40:52 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

TELEPHONE POLE CONFLICT

PROPOSED POWER POLE

POWER POLE

REMOVE EXIST.

TOP OF WATERLINE

PROVIDE 6" CONC. PAD ON

8IN WATER LINE CONFLICT

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

LP

EXIST. R/W

R C

P

P1

IN=1050.45

TOP=1055.94

DWCB

OUT=1051.41

IN=1052.02

TOP=1056.30

DWCB

SIGN

LINE

CULTIVATION

CULTIVATION LINE

EVG

15"

EVG

16"

EVG

17"

EVG

16"

EVG

22"

EVG

14"

EVG

14"

EVG

13"

EVG

19"

EVG

16"

EVG

13"

EVG

16"

EVG

15"

HWD

6"

EVG

14"

EVG

13"

EVG

16"

EVG

11"

EVG

13"

EVG

16"

SIGN

EVG

16"

EVG

17"

EVG

15"

SIGN

EVG

21"

OUT=1052.15

TOP=1064.21

JB

SIGN

SIGN

LINE

CULTIVATION

HWD

13"

PTP

WVFH

COM

PED

PTP

PP

PP

THH

PP

LP

PTP

ESM’T FOR CONST. OF SLOPES

UTILITY PLANS

24- 0002

TAYLOR ROAD

MATCH EXIST.

STA. 108+85.00

END MILL/OVERLAY

END CONSTRUCTION

E= 26.64

R= 516.00

L= 324.74

T= 167.95

E= 2284163.4692

N= 1472546.9907

PI Sta= 109+92.86

Curve# 2

CURVE #2

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

N/F www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite BoulevardORANGE 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

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

REVISION DATES

4/21/2023

Adan.Gonzalez

GPLOT-V8

242209831_24-0002.dgn

11:30:49 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

S E E

S

H E E T

M A T

C H L I

N E

S T

A

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

A P P R

O X I

M A T E

L

A N

D

L

O T

L I

N E

R C

P

TOP=1072.07

SWCB

OUT=1068.93

TOP=1072.27

SWCB

WV

TPWV

PP

WV

WV

WV LP

CWSP

LP

PTP

PP

ESM’T FOR CONST. OF SLOPES

SIGNING AND MARKING PLANS

26- 0001

0 1

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

TAYLOR ROAD

E= 25.59

R= 482.00

L= 307.43

T= 159.15

E= 2283398.4404

N= 1472479.2223

PI Sta= 102+35.70

Curve# 1

CURVE #1

M O R T O N S

C R O S S I N G

FENCE

BARRIER

ORANGE

WHITE (TYP.)

5" SOLID

SPACING (TYP)

WITH TP 1 RPM’S 40’

5" SOLID DOUBLE YELLOW SPACING (TYP)

WITH TP 1 RPM’S 40’

5" SOLID DOUBLE YELLOW

24" SOLID WHITE

STA. 102+50.00

BEGIN TAPER

12.00’ LT

STA. 103+50.00,

END TAPER

STRIPE, YELLOW. DETAIL B

THERMOPLASTIC TRAFFIC

127 SY

WHITE (TYP.)

5" SOLID

ARROW TP, 2

5 IN. WHITE

(2’ SEG, 6’ GAP),

SKIP TRAF STRIPE

STA. 105+42

SIGN

REMOVE AND RESET

12’

11’

12’

12’

A-1

A-2

REQ’D R/W REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

N/F

2160 Satellite Boulevard Suite 130 Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/12/2023

Adan.Gonzalez

GPLOT-V8

242209831_26-0001.dgn

2:18:30 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

R C

P

P1

IN=1050.45

TOP=1055.94

DWCB

OUT=1051.41

IN=1052.02

TOP=1056.30

DWCB

OUT=1052.15

TOP=1064.21

JB

PTP

WVFH

COM

PED

PTP

PP

PP

PP

LP

PTP

ESM’T FOR CONST. OF SLOPES

SIGNING AND MARKING PLANS

26- 0002

TAYLOR ROAD

E= 26.64

R= 516.00

L= 324.74

T= 167.95

E= 2284163.4692

N= 1472546.9907

PI Sta= 109+92.86

Curve# 2

CURVE #2

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

23.26’ LT

STA. 107+42.75,

BEGIN TAPER

STA. 108+70.00

END TAPER

12.00’ LT

STA. 108+85.00

END TAPER

12.00’ LT

STA. 107+45.00

BEGIN TAPER

24" SOLID WHITE

SPACING (TYP)

WITH TP 1 RPM’S 40’

5" SOLID DOUBLE YELLOW

STRIPE, YELLOW. DETAIL B

THERMOPLASTIC TRAFFIC

91 SY

STRIPE, WHITE. DETAIL C

THERMOPLASTIC TRAFFIC

64 SY

12’

11’

12’

11’

12’

STA. 106+91

SIGN

REMOVE AND RESET

REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_26-0002.dgn

3:14:54 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

1" = 10’ HORZ.

1" = 2’ VERT.

SCALE

RETAINING WALL ENVELOPES

31-

1’

4"

EXIST. GROUND LINE AT

FRONT OF WALL

04/14/23 www.kci.com Fax: 678-990-6222 Phone: 678-990-6200 Duluth, GA 30097 Suite 130 2160 Satellite Boulevard

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/13/2023

Adan.Gonzalez

GPLOT-V8

242209831_31-0001.dgn

11:47:09 AM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

E L

E L

E L

E L

PROPOSED TOP OF WALL

BACK FACE OF WALL

PROPOSED GROUND AT

31.00’ LT

STA. 106+39.12

TAYLOR ROAD

TURNUP SIDEWALK WALL

END CONCRETE WALL

OF WALL

PROPOSED BOTTOM

AT FRONT FACE OF WALL

PROPOSED SIDEWALK GRADE

31.00’ LT

STA. 105+92.60

TAYLOR ROAD

TURNUP SIDEWALK WALL

BEGIN CONCRETE WALL

10801080

106+00

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

A P P R

O X I

M A T E

L

A N

D

L

O T

L I

N E

R C

P

ASPHALT

CONC

ASPHALT

CWSP

ESM’T FOR CONST. OF SLOPES

BMP LOCATION DETAILS

54-

Sd2-F

Ds4Ds1Ss

0 1

P T

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

TAYLOR ROAD

P C

MATCH EXIST.

STA. 102+00.00

BEGIN MILL/OVERLAY

BEGIN CONSTRUCTION

E= 25.59

R= 482.00

L= 307.43

T= 159.15

E= 2283398.4404

N= 1472479.2223

PI Sta= 102+35.70

Curve# 1

CURVE #1

M O R T O N S

C R O S S I N G

TO REMAIN

EXIST. CURB & GUTTER

STA. 103+65.00

BEGIN FULL DEPTH WIDENING

23’

24.57’

FENCE

BARRIER

ORANGE

31.00’ LT

STA. 106+39.12

END WALL 1

31.00’ LT

STA. 105+92.60

BEGIN WALL 1

A-1

A-2

REQ’D R/W REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/12/2023

Adan.Gonzalez

GPLOT-V8

242209831_54-0001.dgn

2:18:54 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

LP

EXIST. R/W

R C

P

P1

ASPHALT

CONCRETE

A S

P H

A L T

(GREENHOUSE)

BUILDING

GLASS/CONC

1 STORY

ELEV=1052.33

E=2284340.59 N=1472424.33

PK NAIL SET

BENCHMARK #51

ESM’T FOR CONST. OF SLOPES

BMP LOCATION DETAILS

54-

Sd2-F

Ds4Ds1

Ss

P C

P T

5’ SIDEWALK

TAYLOR ROAD

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

EXIST. CURB & GUTTER

MATCH EXIST.

STA. 108+85.00

END MILL/OVERLAY

END CONSTRUCTION

E= 26.64

R= 516.00

L= 324.74

T= 167.95

E= 2284163.4692

N= 1472546.9907

PI Sta= 109+92.86

Curve# 2

CURVE #2

TIE TO EXIST.

45.28’ LT

STA. 107+04.32

END SIDEWALK

END CURB & GUTTER

STA. 107+04.32

END FULL DEPTH WIDENING

23’

TYPE B

RAMP

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

REQ’D R/W

FULTON COUNTY BOARD OF EDUCATION

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_54-0002.dgn

3:15:28 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

A P P R

O X I

M A T E

L

A N

D

L

O T

L I

N E

IN=1068.55

TOP=1072.07

SWCB

OUT=1068.93

TOP=1072.27

SWCB

EVG

15"

EVG

8"

EVG

17"

HWD

49"

EVG

6" EVG

10"

EVG

12"

EVG

6"

EVG

7"

EVG

8"

EVG

6"

EVG

6"

EVG

8"

WV

TPWV

PP

WV

WV

WV LP

LP

PTP

PP

OFF. 33.00’ LT

STA. 103+26.90

OFF. 33.00’ LT

STA. 103+83.99

OFF. 50.00’ LT

STA. 105+80.00

OFF. 29.55’ LT

STA. 104+11.15

ESM’T FOR CONST. OF SLOPES

60-

RIGHT OF WAY PLANS

0 1

P T

E 2283328.0300

N 1472528.8903

STA. 101+50.00

BEGIN PROJECT

TAYLOR ROAD

P C

MATCH EXIST.

STA. 102+00.00

BEGIN MILL/OVERLAY

BEGIN CONSTRUCTION

E= 25.59

R= 482.00

L= 307.43

T= 159.15

E= 2283398.4404

N= 1472479.2223

PI Sta= 102+35.70

Curve# 1

CURVE #1

M O R T O N S

C R O S S I N G

TO REMAIN

EXIST. CURB & GUTTER

STA. 103+65.00

BEGIN FULL DEPTH WIDENING

23’

24.57’

FENCE

BARRIER

ORANGE

31.00’ LT

STA. 106+39.12

END WALL 1

31.00’ LT

STA. 105+92.60

BEGIN WALL 1

A-1

A-2

REQ’D R/W REQ’D R/W

DE10001

DE10006 DE10010

FULTON COUNTY BOARD OF EDUCATION

N/F

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/12/2023

Adan.Gonzalez

GPLOT-V8

242209831_60-0001.dgn

2:19:09 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

04/14/23

S E E

S

H E E T

M A T

C H L I

N E

S T

A

SCALE IN FEET

APPROXIMATE LAND LOT LINE

EXIST. R/W

EXIST. R/W

LP

EXIST. R/W

IN=1050.45

TOP=1055.94

DWCB

OUT=1051.41

IN=1052.02

TOP=1056.30

DWCB

EVG

15"

EVG

16"

EVG

17"

EVG

16"

EVG

22"

EVG

14"

EVG

14"

EVG

13"

EVG

19"

EVG

16"

EVG

13"

EVG

16"

EVG

15"

HWD

6"

EVG

14"

EVG

13"

EVG

16"

EVG

11"

EVG

13"

EVG

16"

EVG

16"

EVG

17"

EVG

15"

EVG

21"

OUT=1052.15

TOP=1064.21

JBHWD

13"

PTP

WVFH

COM

PED

PTP

PP

PP

PP

LP

PTP

OFF. 50.00’ LT

OFF. 33.00’ LT

STA. 107+40.00

OFF. 33.00’ LT

STA. 108+24.91

OFF. 33.00’ LT

OFF. 28.13’ LT

STA. 108+55.00

OFF. 27.82’ LT

STA. 108+35.21

ESM’T FOR CONST. OF SLOPES

60-

RIGHT OF WAY PLANS

P C

P T

5’ SIDEWALK

TAYLOR ROAD

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

EXIST. CURB & GUTTER

MATCH EXIST.

STA. 108+85.00

END MILL/OVERLAY

END CONSTRUCTION

E= 26.64

R= 516.00

L= 324.74

T= 167.95

E= 2284163.4692

N= 1472546.9907

PI Sta= 109+92.86

Curve# 2

CURVE #2

TIE TO EXIST.

45.28’ LT

STA. 107+04.32

END SIDEWALK

END CURB & GUTTER

STA. 107+04.32

END FULL DEPTH WIDENING

23’

TYPE B

RAMP

E 2284120.8907

N 1472528.0721

STA. 109+00.00

END PROJECT

REQ’D R/W

DE10009

DE10008

DE10005

DE10003

DE10002

FULTON COUNTY BOARD OF EDUCATION

N/F

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

ORANGE BARRIER FENCE

LIMIT OF ACCESS

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

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

REQ’D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

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

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_60-0002.dgn

3:15:55 PM

TAYLOR ROAD

SHEET NO.PROJECT NUMBER TOTAL SHEETSSTATE

GA

S E E

S

H E E T

M A T

C H L I

N E

S T

A

REMAINDER = +/- 75.71 ACRES

REQD R/W = 0.049 ACRES

REQD R/W = 2113.07 SF

DE10001 33.00 L 103+26.90 TAYLOR ROAD

DEGREE = 12°45’38.7"

RADIUS = 449.00

LNTH CHORD = 53.14

CHORD BEAR = S 88°19’49.5" W

ARC LENGTH = 53.17

DE10006 33.00 L 103+83.99 TAYLOR ROAD

440.93 S 84°56’16.1" W

DE10005 33.00 L 108+24.91 TAYLOR ROAD

DEGREE = 10°26’11.0"

RADIUS = 549.00

LNTH CHORD = 32.01

CHORD BEAR = S 86°36’29.8" W

ARC LENGTH = 32.01

DE10003 33.00 L 108+55.00 TAYLOR ROAD

4.87 N 1°43’16.4" W

DE10002 28.13 L 108+55.00 TAYLOR ROAD

DEGREE = 10°56’41.8"

RADIUS = 523.49

LNTH CHORD = 20.86

CHORD BEAR = N 86°19’36.4" E

ARC LENGTH = 20.86

22 27.82 L 108+35.21 TAYLOR ROAD

424.63 N 85°11’06.4" E

23 29.55 L 104+11.15 TAYLOR ROAD

DEGREE = 11°03’47.4"

RADIUS = 517.90

LNTH CHORD = 80.48

CHORD BEAR = N 89°38’28.8" E

ARC LENGTH = 80.56

DE10001 33.00 L 103+26.90 TAYLOR ROAD

DIST BEARING

PNT OFFSET/ STATION/ ALIGNMENT

DE10 REQ’D R/WPARCEL 1

FULTON COUNTY BOARD OF EDUCATION

N/F

REQD EASMT = 0.119 ACRES

REQD EASMT = 5173.14 SF

DE10001 33.00 L 103+26.90 TAYLOR ROAD

249.45 S 81°45’13.6" W

DE10010 50.00 L 105+80.00 TAYLOR ROAD

160.00 S 84°56’16.1" W

DE10009 50.00 L 107+40.00 TAYLOR ROAD

17.00 N 5°03’43.9" W

DE10008 33.00 L 107+40.00 TAYLOR ROAD

356.01 N 84°56’16.1" E

DE10006 33.00 L 103+83.99 TAYLOR ROAD

DEGREE = 12°45’38.7"

RADIUS = 449.00

LNTH CHORD = 53.14

CHORD BEAR = N 88°19’49.5" E

ARC LENGTH = 53.17

DE10001 33.00 L 103+26.90 TAYLOR ROAD

PNT OFFSET/ STATION/ ALIGNMENT

DE11 REQ’D TEMP. EASM’T.PARCEL 1

60-

RIGHT OF WAY PLANS

Duluth, GA 30097 Phone: 678-990-6200 Fax: 678-990-6222 www.kci.com

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

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

EASEMENT FOR CONSTR OF DRIVES

PROPERTY AND EXISTING R/W LINE

REVISION DATES

4/5/2023

Adan.Gonzalez

GPLOT-V8

242209831_60-0003.dgn

3:15:58 PM

TAYLOR ROAD