Buckhead Crossing Plan Set _ 02_05_25.pdf

914.48

909.00

909.00

17+68.62 PC

17+78.19 PT

18+55.00 PC

18+85.00 PT 18+90.00 PC

19+20.00 PT

24+46.17 PC

24+74.83 PT

27+61.38 PC

27+77.08 PT

17+80.00 PC

18+10.00 PT

18+15.00 PC

18+45.00 PT

19+30.00 PC

19+60.00 PT 19+65.00 PC

19+95.00 PT

23+47.50 PC

23+76.17 PT

25+44.83 PC

25+73.50 PT

26+32.93 PC

26+48.45 PT

D.S. 0 mphD.S. mphed 0.0% '1.49E+17E 9.13'R 28.67'L 1.49E+17'T 267°53'56.23"D (LT)180°00'00.0"¬ 3.2808E 3.2808N -1566804069+0149022561165998304.00PI CURVE# __

D.S. 0 mphD.S. mphed 0.0% '3.98E+11E 9.12'R 28.67'L 3.98E+11'T 267°53'56.23"D (LT)180°00'00.0"¬ -3.8525E+11E 1.0372E+11N -315278869+399431958572.15PI CURVE# __

D.S. 0 mphD.S. mphed 0.0%'4.01E 10.00'R 15.52'L 9.81'T 212°57'28.06"D (LT)88°55'43.6"¬ 2,183,071.5855E 1,493,305.2314N 26+42.75PI CURVE# __

D.S. mphed 0.0% '1.49E+17E 9.13'R 28.67'L 1.49E+17'T 267°53'56.23"D (RT)180°00'00.0"¬ 3.2808E 3.2808N -1566804069+0149022561159975328.00PI CURVE# __

D.S. mphed 0.0%'4.13E 10.00'R 15.69'L 9.99'T 212°57'28.06"D (RT)89°55'06.2"¬ 2,182,944.0914E 1,493,342.1414N 27+71.37PI CURVE# __

17+50.8 8STA BEGIN PROJECT

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (LT)90°00'00.0"¬ 2,182,835.8057E 1,492,927.9608N 17+99.10PI CURVE# 2

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (LT)90°00'00.0"¬ 2,182,877.5176E 1,492,916.7306N 18+34.10PI CURVE# 3

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (LT)90°00'00.0"¬ 2,182,960.9414E 1,492,894.2702N 19+84.10PI CURVE# 6

'1.27E 10.00'R 9.57'L 5.19'T 212°57'28.06"D (RT)54°49'44.8"¬ 2,182,842.5910E 1,492,953.1629N 17+73.80PI CURVE# 1

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (RT)90°00'00.0"¬ 2,182,890.0477E 1,492,963.2705N 18+74.10PI CURVE# 4

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (RT)90°00'00.0"¬ 2,182,931.7596E 1,492,952.0403N 19+09.10PI CURVE# 5

9.13'R 28.67'L 267°53'56.23"D (LT)180°00'00.0"¬ CURVE# 8

9.12'R 28.67'L 267°53'56.23"D (LT)180°00'00.0"¬ CURVE# 10

'4.01E 10.00'R 15.52'L 9.81'T 212°57'28.06"D (LT)88°55'43.6"¬ 2,183,071.5855E 1,493,305.2314N 26+42.75PI CURVE# 11

9.13'R 28.67'L 267°53'56.23"D (RT)180°00'00.0"¬ CURVE# 9

'4.13E 10.00'R 15.69'L 9.99'T 212°57'28.06"D (RT)89°55'06.2"¬ 2,182,944.0914E 1,493,342.1414N 27+71.37PI CURVE# 12

PI 26+08.50

PI 23+12.50

TOP BANK

TP

TP

TP

TP

12"

10" 10"

6"9"

VAULT

WATER

CHILI'S

SIGN

B R

IC

K

S

IG

N

REGULATORY FLOODWAY

REGULATORY FLOODWAY

100 YEAR FLOOD

0 Y

EAR

FL

OOD

BOREHOLE

(TYP.

BOREHOLE

(TYP.

BOREHOLE

(TYP.

BOREHOLE

(TYP.

Q T

S I G

N

L.L

L.L

25' STATE BUFFER

50' UNDISTURBED BUFFER

75' IMPERVIOUS SETBACK

25' STATE BUFFER

50' UNDISTURBED BUFFER

75' IMPERVIOUS SETBACK

TOP B

ANK

PL

TP

TP

WV

WV

TR

WM

WM

W M

W M W

M

W M

PL

PL

PL

PL

PL

PL

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

S73°04'09.5"ES73°04'09.5"E

N '5

.5

E

LOCATION

PROJECT

DATE

PLANS COMPLETED

REVISIONS

CONTRACT # 005-2024-00

BUCKHEAD CROSSING TRAIL PROJECT

SUBMISSION BY:

RECOMMENDED FOR

CHIEF ENGINEER

CITY OF WOODSTOCK

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

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

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

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

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

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

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

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

APPROVAL DATE:

LOCATION & DESIGN

FUNCTIONAL CLASS: URBAN

CHEROKEE COUNTY.

THIS PROJECT IS 100% IN

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

BY:

PLANS PREPARED

ACCEPTANCE BY:

RECOMMENDED FOR

AXIS INFRASTRUCTURE

DIRECTOR OF TRANSPORTATION

CHEROKEE COUNTY

cherokee county

DEPARTMENT OF TRANSPORTATION

01-0001

LOCATION SKETCH

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

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2024

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2024 CONSTRUCTION

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

E X

I S

T I N

G R

/W

E X

I S

T I N

G R

/W

E X

I S

T I N

G R

/W

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

TOWNE LAKE PARKWAY

B U

C K

H E

A D

C R

O S

S

IN

G

APPROXIMATE RADIUS = 38' MATCH EXISTING

REPAIR DETAIL THIS SHEET.

REPAIR PER TYPICAL STREET CUT

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING MEDIAN

AT STA. 401+89.83.

NEW CONCRETE BULLNOSE WITH 2' RADIUS

CUT REPAIR DETAIL THIS SHEET. INSTALL

REPAIR PAVEMENT PER TYPICAL STREET

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING MEDIAN

REFER TO SHEET 13-003, STA. 27+98.30 FOR TRAIL DESIGN.

140 280

SCALE IN FEET

0 70

11/05/2020

Clyde Sanders

11/15/2024 GPLOT-ORD

gplotborder-ORD-PO.tbl

2400128_01-0001.dgn

CONCOV

P.I. No.

DRAWING No.

CONCOV-CE

CHEROKEE COUNTY

2400128

QUIKTRIP CORPORATION

STOCKGEORGE LLC

MP THE PALMER LLC

CHEROKEE COUNTY

41-0001 TO 41-0002 GEORGIA STANDARDS

40-0001 TO 40-0010 CONSTRUCTION DETAILS

35-0001 TO 35-0003 BRIDGE PLANS

31-0001 TO 31-0005 RETAINING WALL ENVELOPES

SIGNAL PLANS 27-0001

SIGNING AND MARKING PLANS AND DETAILS 26-0001

23-0001 TO 23-0002 CROSS-SECTIONS

15-0001 TO 15-0002 MAINLINE ROADWAY PROFILE DRAWING

13-0001 TO 13-0004 MAINLINE ROADWAY PLAN DRAWING

08-0001 QUANTITIES REQUIRED ON CONSTRUCTION DRAWING

07-0001 QUANTITIES REQUIRED BY AMENDMENT DRAWING

SUMMARY QUANTITIES 06-0001

05-0001 TO 05-0002 TYPICAL SECTIONS

04-0001 TO 04-0004 GENERAL NOTES

03-0001 REVISION SUMMARY DRAWING

02-0001 INDEX DRAWING

01-0001 COVER DRAWING

INDEX

41-0001 TO 41-000X GEORGIA STANDARDS

40-0001 TO 40-000X CONSTRUCTION DETAILS

35-0001 TO 35-000X BRIDGE PLANS

32-0001 TO 32-000X RETAINING WALL PLANS

27-0001 TO 27-000X SIGNAL PLANS

26-0001 TO 26-000X SIGNING AND MARKING PLANS AND DETAILS

23-0001 TO 23-000X CROSS-SECTIONS

15-0001 TO 15-000X MAINLINE ROADWAY PROFILE DRAWING

13-0001 TO 13-000X MAINLINE ROADWAY PLAN DRAWING

08-0001 QUANTITIES REQUIRED ON CONSTRUCTION DRAWING

07-0001 QUANTITIES REQUIRED BY AMENDMENT DRAWING

06-0001 TO 06-000X SUMMARY QUANTITIES

05-0001 TO 05-000X TYPICAL SECTIONS

04-0001 TO 04-000X GENERAL NOTES

03-0001 REVISION SUMMARY DRAWING

02-0001 INDEX DRAWING

01-0001 COVER DRAWING

INDEX

INDEX DRAWING

SHEET NO. TOTAL SHEETS

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

gplotborder-ORD-PO.tbl

2400128_02-0001.dgn

4:16:48 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

BUCKHEAD CROSSING

-0001 02

DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION

REVISION SUMMARY DRAWING

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

2400128_03-0001.dgn

Design File and Plot Substitution information

4:18:19 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 03

INFORMATION.

STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE

PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE

OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A

OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED

ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES

2. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE

IS NOT REQUIRED FOR THIS PROJECT.1. AN N.O.I.

(SURFACE COURSE FROM THE MAINLINE)

(SURFACE COURSE FROM THE MAINLINE)

(URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.

CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK

GRADED AGGREGATE BASE, 6".

INCL BITUM MATL & H LIME

220 LB/SY RECYCLED ASPHALT CONC, 19 MM SUPERPAVE, GP 1 OR 2,

, ASPHALT -

COMMERCIAL:

(URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK,

GRADED AGGREGATE BASE, 6".

, ASPHALT -

RESIDENTIAL:

DRIVES TO BE CONSTRUCTED. DRIVES SHALL BE CONSTRUCTED USING:

PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF

APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER

TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT THE TIE IN POINT, IF

FROM THE BEST AVAILABLE DATA; THE CONTRACTOR SHALL CONSTRUCT DRIVEWAYS

NOTED OTHERWISE IN THE PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN

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

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

CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH / GRAVEL DRIVES.

OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT,

SHALL BE PAVED WITH CONCRETE UNLESSOTHERWISE NOTED IN THE PLANS. ALL

NOTED OTHERWISE NOTED IN THE PLANS. ALL DRIVEWAYS OVER 11% IN GRADE

TIE IN POINT OR REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER UNLESS

3. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE

THE COST FOR ADA RAMPS SHALL BE INCLUDED IN THE PRICE BID FOR 8 INCH CONCRETE SIDEWALK

4. ALL ADA RAMPS AND SIDEWALKS WITHIN RADII ARE TO BE CONSTRUCTED WITH 6 INCH WITH A DROP DOWN SLAB OF 8 INCH AT ENDS.

WAS

8. THE METHOD OF UTILITY LOCATION ON THIS PROJECT

SUE INVESTIGATION

(678) 614-3093SEWERCITY OF WOODSTOCK WATER AND SEWER

(678) 614-3093WATERCITY OF WOODSTOCK WATER AND SEWER

(800) 624-9675TELECOMMUNICATIONVERIZON BUSINESS

(404) 506-6539ELECTRICGEORGIA POWER

(678) 355-3406ELECTRICCOBB EMC

(678) 708-7112TELECOMMUNICATIONCOMCAST

(770) 479-1813 EXT 1181SEWERCHEROKEE COUNTY WATER AND SEWER

(770) 479-1813 EXT 1181WATERCHEROKEE COUNTY WATER AND SEWER

(800) 778-9140TELECOMMUNICATIONCHARTER COMMUNICATIONS

(305) 409-1542TELECOMMUNICATIONATT

(470) 248-6482GASATLANTA GAS LIGHT CHEROKEE

PHONESERVICEUTILITY OWNER

GENERAL NOTES

GENERAL NOTES

REQUIRES DESIGNER INPUT

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

2400128_04-0001.dgn

10:37:04 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 04

21. ALL CCTV CAMERAS SHALL BE INSTALLED ON FRONT OF POLE FACING THE ROADWAY, IF APPLICABLE.

SHALL BE INSTALLED AS FAR FROM THE EXISTING GUARDRAIL AS POSSIBLE.

ACHIEVED, CABLE

OF 5' BEHIND THE FACE OF THE GUARDRAIL WHERE RIGHT-OF-WAY ALLOWS. WHERE 5' CANNOT BE

20. CABLE TO BE INSTALLED OR REPLACED BEHIND EXISTING GUARDRAIL IS TO BE PLACED A MINIMUM

OF THE ITEM. TESTING AND BURN-IN PERIODS ARE PART OF THE CONTRACT TIME.

19. TESTING FOR ITEMS COVERED UNDER THE 935 & 936 SPECIFICATIONS ARE INCLUDED IN THE COST

BEGINS.

COUNTY OF ANY EXISTING CONDUIT THAT IS FOUND TO BE UNUSABLE WITHIN 30 DAYS OF THE DATE WORK

18. IN LOCATIONS WHERE EXISTING CONDUIT IS BEING UTILIZED, THE CONTRACTOR SHALL NOTIFY THE

MORE THAN 24 HOURS.

BE DOWN FOR

PRIOR TO DISCONNECTING ANY EXISTING WIRE, CABLE, OR EQUIPMENT. THE COMMUNICATIONS SHALL NOT

PREPARATIONS HAVE BEEN MADE. THE CONTRACTOR SHALL CONTACT CHEROKEE COUNTY ONE (1) WEEK

SHALL BE DISCONNECTED UNTIL PROPER REPLACEMENTS ARE AVAILABLE AND ALL NECESSARY

PREPARATORY WORK SHALL BE COMPLETED BEFORE REPLACEMENT OR DISTURBANCE IS MADE. NO EQUIPMENT

17. WHERE EXISTING WIRE, CABLE, OR EQUIPMENT IS BEING REPLACED OR DISTURBED, ALL

MATERIALS SHALL BE EXECUTED WITHIN THE EXISTING RIGHT-OF-WAY.

ALL CONSTRUCTION ASSOCIATED WITH THE INSTALLATION OF ALL NEW DEVICES, EQUIPMENT, AND

THE EXISTING RIGHT-OF-WAY.

WITHIN

16. ALL DEVICES, EQUIPMENT, AND MATERIAL INSTALLED UNDER THIS PROJECT SHALL BE INSTALLED

TO THE COUNTY.

15. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS

SPECIFIED.

MATERIAL. THE COST OF THIS WORK SHALL BE INCLUDED INTO EXISTING PAY ITEMS UNLESS OTHERWISE

14. ALL MANHOLES AFFECTED BY THE WORK SHALL BE RAISED TO GRADE AND CLEAR OF PAVING

OF THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION.

SIGNAL EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE THE COST, AS PART

AND/OR CCTV CAMERAS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED FOR TRAFFIC

ESTABLISHING NEW POWER AND COMMUNICATION SERVICES FOR TRAFFIC SIGNALS, DETECTION SYSTEMS,

12. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH MODIFYING AND

INSTALLED BY DIRECTIONAL BORING, UNLESS NOTED OTHERWISE ON THE PLANS.

11. CONDUIT TO BE INSTALLED BENEATH ANY EXISTING CONCRETE/ASPHALT SURFACES SHALL BE

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

SERVICE POINTS AND THE AND THE EQUIPMENT CABINETS.

INCLUDES ALL MATERIALS, LABOR, AND TYPE 2 PULL BOXES TO PROVIDE A CONNECTION BETWEEN THE

IF NEW LOCATION IS PROPOSED. PAYMENT FOR TYPE 2 CONDUIT FOR ELECTRICAL POWER SERVICE

ASSEMBLY POINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AT THE BACK OF THE RIGHT-OF-WAY LINE, ELECTRICAL UTILITY COMPANIES TO PROVIDE POWER TO THE SERVICE RISER POINTS. POWER SERVICE

IN DETERMINING POWER ROUTING TO EACH DEVICE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL

8. THE ELECTRICAL POWER SERVICE ASSEMBLY POINTS SHOWN ON PLANS ARE FOR THE CONTRACTOR'S USE

CONDUIT DUCT BANK OR CONDUIT.

INSTALLED. PAVEMENT REMOVAL AND PAVEMENT INLAY SHALL BE INCLUDED IN THE BID PRICE FOR

INSTALLED, THE CONTRACTOR SHALL INLAY TO MATCH EXISTING SURFACE TYPE AFTER CONDUIT IS

7. THE CONTRACTOR SHALL REMOVE PAVEMENT BY SAW CUT TO PROVIDE A NEAT LINE. WHERE CONDUIT IS

CONDUIT LOCATIONS.

6. FIBERGLASS OR RIGID STEEL CONDUIT SHALL BE USED (AS SHOWN ON PLANS) AT ALL EXPOSED

SECTION 702.3.07 OF THE GEORGIA SPECIFICATIONS.

NEGLIGENCE. THE CONTRACTOR WILL NOT BE REQUIRED TO MAINTAIN LANDSCAPING AS SPECIFIED IN

OR DESTROYED BY ANY WORK PERFORMED AS PART OF THIS PROJECT BECAUSE OF CONTRACTOR

LINES, STORM DRAIN PIPES, RUMBLE STRIPS, ROADWAY, AND ANY RETAINING WALLS THAT ARE DAMAGED

702), GRASSING (IN ACCORDANCE WITH GEORGIA SPECIFICATIONS SECTION 700). UTILITY SERVICE

PAVEMENT, SIGNS, GUARDRAIL, LANDSCAPING (IN ACCORDANCE WITH GEORGIA SPECIFICATIONS SECTION

ANY PAVEMENT MARKINGS, BARRIER WALL, FENCE, DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE

5. THE CONTRACTOR SHALL REPLACE IN LIKE KIND AND SIZE, AT NO ADDITIONAL COST TO THE COUNTY, COST TO THE COUNTY.

OR PIPE THAT IS DAMAGED BY ANY WORK PERFORMED AS PART OF THIS PROJECT AT NO ADDITIONAL

4. THE CONTRACTOR SHALL REPAIR ANY EXISTING ITS DEVICE, CABINET, STRUCTURE, CONDUIT, CABLE, EXISTING INDUCTIVE LOOPS SHOWN ON THE PLANS ARE FOR INFORMATION ONLY.

SHALL BE REPLACED ENTIRELY WITHIN TWO WEEKS AT NO ADDITIONAL COST TO THE COUNTY. ANY

BE REPAIRED BY SPLICING. ALL LOOPS OR LEAD-IN WIRES THAT ARE CUT, DAMAGED, OR DESTROYED

2. EXISTING INDUCTIVE LOOPS OR LEAD-IN WIRES THAT ARE CUT, DAMAGED, OR DESTROYED SHALL NOT

1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE DIGGING TO ELIMINATE ANY CONFLICTS.

ITS GENERAL NOTES

SEPTEMBER 2021 REVISION

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

10:38:06 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

0002-04

ITS GENERAL NOTES

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

½ INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

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

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE ⅜

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x ½ INCH x (WIDTH OF

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

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

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

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

OF 7 FEET ABOVE THE SIDEWALK.

SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT

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

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

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

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

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

EXISTING SIGNS THAT ARE DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

17. THE CONTRACTOR WILL, AS REQUESTED BY THE COUNTY, BE REQUIRED TO REMOVE ANY

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

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

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL⅜INCH DIAMETER HOLE(S), DRILLED OR

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

WITHIN AN ASSEMBLY.

12. A ½ INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE

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

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

BE USED FOR ALL WARNING SIGNS.

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

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

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

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

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

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

GENERAL NOTES - STANDARD SIGNS

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

10:39:15 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

0003-04

CABLE TO THE POLES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT

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

SIGNAL OPERATION TO BE INOPERABLE.

EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE ANY PART OF THE

DURING THE INTERIM PERIOD THROUGH INSTALLATION OF NEW SIGNAL

TEMPORARY SUPPORT POLE LOCATIONS(S) REQUIRED BY THE PROJECT

TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

5. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

SHOWN ON THE PLANS.

MAINTAINED. PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS

UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE

LOCATION OF NEW SIGNAL POLES, ARE ACCEPTABLE TO AVOID UNDERGROUND

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

NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING. AT THE DISCRETION

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN VICINITY OF

CONTROL CABINET.

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

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

BETWEEN CENTERS OF SIGNAL FACES.

ROAD SURFACE AND A MINIMUM OF 8 FEET MEASURED HORIZONTALLY

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

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

DEVICES CURRENT EDITION.

APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL

RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

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

EXISTING UTILITIES.

REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE FROM

HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO PROVIDE

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL ATTACHMENT

13. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

CURRENT GDOT STANDARDS.

NOT REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE WITH

12. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT ARE

TRAFFIC SIGNAL GENERAL NOTES

PAYMENT FOR INSTALLATION.

TRAFFIC SIGNAL INSTALLATION IF THE RESPECTIVE UTILITY REQUIRES

CONTRACTOR TO INCLUDE AS PART OF THEIR BID PRICE, FOR THAT

FOR TRAFFIC SIGNAL EQUIPMENT, IT IS THE RESPONSIBLITY OF THE

CAMERAS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED

SERVICES FOR TRAFFIC SIGNAL, VIDEO DETECTION SYSTEMS AND/OR CCTV

MODIFYING EXISTING AND ESTABLISHING NEW POWER AND COMMUNICATIONS

18. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH

REPLACED SHALL BE PAID FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM.

17. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR

SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.

BE INCLUDED IN THE OVERALL BID PRICE. NO ADDITIONAL PAYMENTS

AND GUIDELINES. THE COST SHALL BE CONSIDERED INCIDENTAL AND

MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

DUE TO CONTRACTOR'S ACTIVITY.

MASONRY WALLS AND PAVING THAT IS REMOVED, DAMAGED OR DESTROYED,

LANDSCAPING, GRASSINGS, UTILITY SERVICE LINES, STORM DRAIN PIPES,

CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT, SIGNS, GUARDRAILS,

EXPENSE TO THE COUNTY, ANY BARRIER WALL, FENCE, DITCH PAVING,

15. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO SEPARATE

OUTLINED IN THE DOT SPECIFICATION.

INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW PROCEDURES

10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY SIGNAL

POLE AND MAST ARM POLE FOUNDATION SHEET.

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

BY THE CONTRACTOR TO THE COUNTY.

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

TRAFFIC ENGINEER PRIOR TO FINAL ACCEPTANCE.

7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE COUNTY

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

10:39:38 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

0004-04

MAX.

2:1

MAX.

2:

A

B

D

RAMP SECTION - FLAT

C

STA 26+15.17 TO STA 26+38.43

STA 25+29.08 TO STA 25+99.58

STA 24+27.42 TO STA 24+97.92

STA 23+25.75 TO STA 23+96.25

STA 23+03.00 TO STA 23+10.16

STA 19+39.96 TO STA 19+76.52

STA 18+56.07 TO STA 18+92.81

STA 17+72.36 TO STA 18+09.10

MAX.

2:

MAX.

2:1

MAX.

2:

MAX.

2:1

MAX.

2:

MAX.

2:1

11'-2"

Walkway

5'-7" 5'-7"

CL

0.00% to 1.00%

Varies

1.00%

1.00%

FROM FLAT TO 1.00% DOWN TO LEFT

RAMP SECTION - TRANSITIONING

STA 25+99.58 TO STA 26+09.58

STA 23+96.25 TO STA 24+06.25

STA 19+76.52 TO STA 19+90.65

STA 18+09.10 TO STA 18+23.23

RAMP SECTION - 1.00% CROSS SLOPE DOWN TO LEFT

STA 26+09.58 TO STA 26+15.17

STA 24+06.25 TO STA 24+17.42

STA 19+90.65 TO STA 20+05.58

STA 18+23.23 TO STA 18+41.94

STA 25+07.92 TO STA 25+19.08

STA 23+10.16 TO STA 23+15.75

STA 19+06.94 TO STA 19+25.65

STA 17+54.46 TO STA 17+58.23

RAMP SECTION - 1.00% CROSS SLOPE DOWN TO RIGHT

11'-2"

Walkway

5'-7" 5'-7"

CL

11'-2"

Walkway

5'-7" 5'-7"

CL

A

B

STA 17+29.76 TO STA 17+46.06

MAX.

2:

MAX.

2:1

FROM FLAT TO 1.00% DOWN TO RIGHT

RAMP SECTION - TRANSITIONING

A

B

STA 17+46.06 TO STA 17+54.46

RAMP SECTION - 1.00% CROSS SLOPE DOWN TO RIGHT

0.00% to 1.00%

Varies

11'-2"

Walkway

5'-7" 5'-7"

CL

1.00%

11'-2"

Walkway

5'-7" 5'-7"

CL

MAX.

2:1

MAX.

2:

MAX.

2:

MAX.

2:1

STA 25+19.08 TO STA 25+29.08

STA 23+15.75 TO STA 23+25.75

STA 19+25.65 TO STA 19+39.96

STA 17+58.23 TO STA 17+72.36

FROM 1.00% DOWN TO RIGHT TO FLAT

RAMP SECTION - TRANSITIONING

0.00% to 1.00%

Varies

11'-2"

Walkway

5'-7" 5'-7"

CL

11'-2"

Walkway

5'-7" 5'-7"

CL

A

B

C

D

A

B

C

D

A

B

C

D

A

B

C

D

KEYNOTES

A

B

D

SEE PLAN AND CROSS SCTIONS.

COLOR) WALL OR EQUIVALENT. HEIGHT VARIES,

12" KEYSTONE COMPAC - REGENCY (EARTH TONE

6" GRADED AGGREGATE BASE

6" THK. REINFORCED CONCRETE WWF 4x4-W2.9xW2.9

R

MSE WALL BACKFILLC

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

gplotborder-ORD.tbl

WT_05.dgn

5:06:13 PM

DRAWING NO.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJ. NO.

2400128

CHEROKEE COUNTY

TYPICAL SECTIONS

5-0001

MAX.2:

VARIES 14'-10"+ TO 23'-0"+-

8'-6"+

8'-3"+ TO

VARIES

4:1

EXISTING UNPAVED SHOULDER

PAVEMENT

EDGE OF

TOWNE LAKE PARKWAY

GUARDRAIL

EXISTING

A

B

D

EXISTING ROADWAY

SECTION ALONG TOWNE LAKE PARKWAY

KEYNOTES

A

B

D

SEE PLAN AND CROSS SCTIONS.

COLOR) WALL OR EQUIVALENT. HEIGHT VARIES,

12" KEYSTONE COMPAC - REGENCY (EARTH TONE

6" GRADED AGGREGATE BASE

6" THK. REINFORCED CONCRETE WWF 4x4-W2.9xW2.9

R

LANDSCAPING

C

MSE WALL BACKFILLC

STA 26+72.17 TO STA 27+80.35

MAX.

2:1

MAX.

2:

A

B

RAMP SECTION - FLAT

STA 27+80.35 TO STA 28+03.88

STA 26+38.43 TO STA 26+72.17

MAX.

2:

MAX.

2:1

0.00% to 1.00%

Varies

MAX.

2:

MAX.

2:1

FROM 1.00% DOWN TO LEFT TO FLAT

RAMP SECTION - TRANSITIONING

STA 24+17.42 TO STA 24+27.42

STA 20+05.58 TO STA 20+30.00

STA 18+41.94 TO STA 18+56.07

STA 24+97.92 TO STA 25+07.92

STA 18+92.81 TO STA 19+06.94

FROM FLAT TO 1.00% DOWN TO RIGHT

RAMP SECTION - TRANSITIONING

11'-2"

Walkway

5'-7" 5'-7"

CL

11'-2"

Walkway

5'-7" 5'-7"

CL

0.00% to 1.00%

Varies

11'-2"

Walkway

5'-7" 5'-7"

CL

11'-2"

Walkway

5'-7" 5'-7"

CL

A

B

C

D

A

B

C

D

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

WT_05.dgn

5:06:13 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

TYPICAL SECTIONS

5-0002

Pedestal PostEA1647-6058

Pedestal PoleEA3647-6057

Traffic Signal Installation No -LSLUMP647-1000

Fence, Special Design - LF2148643-8405

GUARDRAIL TERMINAL, TP 12AEA1641-5015

GUARDRAIL, TP WLF429641-1200

Galv Steel Posts, TP 7LF15636-2070

Highway Signs, TP 1 Matl, Refl Sheeting , TP 11SF5636-1036

CMS ControllerEA3631-5150

Additional MSE BackfillCY60627-1180

MSE WALL FACE, 10 - 20 FT HT, WALL NO - 5SF1396627-1010

MSE WALL FACE, 0 - 10 FT HT, WALL NO - 1, 2, 3, 4, 5, 6, 7, 8, & 9SF5034627-1000

REM SIGNEA1610-9001

REM CONC PVMTSY75610-2845

REM GUARDRAIL ANCH, TP 1EA1610-1066

REM GUARDRAILLF28610-1055

Plastic Filter FabricSY202603-7000

Stn Dumped Rip Rap, Tp. 3, 18 in.SY202603-2181

Pile Encasement, 14 in. PileLF45547-2014

Dynamic Pile TestEA2523-1100

Load Test, Steel H, HP 14x73EA1520-4147

Piling in Place, Steel H, HP14x73LF710520-1147

Galv Steel Pipe Handrail - LF300515-2015

Superstructure Bar Reinf. Steel (17301)SLLUMP511-3000

Bar Reinf. SteelLB4767511-1000

Structural Steel Bridge (74235)LSLUMP501-3000

Structural Steel, SwaybracingLB794501-2100

Class AA Conc.CY237500-3002

Superstructure Conc., Cl. D (62)LSLUMP500-1011

Sawed Joints in Exist Pavements - PCCLF145444-1000

Cub Cut Wheelchair Ramp, Type DLSLUMP441-7014

Cub Cut Wheelchair Ramp, Type ALSLUMP441-7011

Concrete Median, 8 InSY3441-0756

CONC SIDEWALK, 4 INSY43441-0104

TACK COATGL3413-0750

ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-MODIFIED BITUM MATL & H LIMETN3400-3131

Graded Aggregate Base Course, 10 inch, Including MaterialSY52310-5100

Granular Embankmet, Incl. Material and HaulCY48212-1000

Grading CompleteLSLUMP210-0100

Clearing & GrubbingLSLUMP201-1500

Traffic ControlLSLUMP150-1000

DETECTABLE WARNING SURFACESF240999-5200

PEDESTRIAN DETECTION SYSTEM, NO – LSLUMP937-4100

INDUCTANCE LOOP DETECTION SYSTEM, NO – LSLUMP937-4000

Traffic Signal TimingLSLUMP687-1000

Conduit Detection WireLF500682-7050

CONDUIT, NONMETL, TP 2, 2 INLF500682-6222

Pull Box, Type 3EA3682-2150

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITEGLF156653-3501

Thermoplastic Solid Traf Stripe, 8 IN, WhiteLF516653-1804

THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITELF35653-1704

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOWLF332653-1502

THERMOPLASTIC PVMT MARKING, ARROW, TP 2EA2653-0120

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

2400128_06-0001.dgn

5:05:13 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

06-0001

SUMMARY OF QUANTITIES

DESCRIPTIONDATE UNIT

QUANTITY

AMENDMENT

BY

REQUIRED

QUANTITY

ORIGINAL

QUANTITIES REQUIRED BY AMENDMENT

NUMBER

AMENDMENT

DATE

AMENDMENT

NO.

ITEM

XX-XX-XX XXX-XXXX XX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XX-XX-XX

X

QUANTITIES REQUIRED ON AMENDMENT

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

2400128_07-0001.dgn

4:31:24 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 07

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

QUANTITIES REQUIRED ON CONSTRUCTION

ORIGINAL

XXX

DESCRIPTIONDATE UNIT

PREVIOUS

NO.

ITEM

QUANTITY

CONSTRUCTION

REQUIRED ON

XX-XX-XX XXX-XXXX XX XXX XXX

QUANTITIES REQUIRED ON CONSTUCTION

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

2400128_08-0001.dgn

4:30:49 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 08

MATCH LINE STA. 20+50.00

STA 20+30.00

BFPR BENT 1

BEGIN BRIDGE

NOONDAY CREEK TRAIL

EXISTING 10'-0"

CONSTRUCTION EASEMENT

20'-0" SANITARY SEWER

19+06.94 PT

20+00

19+90.65 PT

18+41.94 PC

N15°04'06.9"E

S74°55'53.1"E

17+58.23 PC

S39°45'38.0"E

P

C

+0

S15°04'06.9"W

S74°55'53.1"E

S15°04'06.9"W

S74°55'53.1"E

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.18"D

(LT)90°00'00.0"¬

2,182,834.6740E

1,492,923.7571N

17+77.33PI

CURVE# 2

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.19"D

(LT)90°00'00.0"¬

2,182,876.3859E

1,492,912.5269N

18+12.33PI

CURVE# 3

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.18"D

(LT)90°00'00.0"¬

2,182,918.0978E

1,492,901.2967N

19+44.75PI

CURVE# 6

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.18"D

(LT)90°00'00.0"¬

2,182,959.8097E

1,492,890.0665N

19+79.75PI

CURVE# 7

'1.34E

10.58'R

10.13'L

5.49'T

181°22'38.80"D

(RT)54°49'44.8"¬

2,182,842.5910E

1,492,953.1629N

17+47.73PI

CURVE# 1

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.18"D

(RT)90°00'00.0"¬

2,182,891.1795E

1,492,967.4742N

18+61.04PI

CURVE# 4

'7.91E

19.10'R

30.00'L

19.10'T

299°59'59.18"D

(RT)90°00'00.0"¬

2,182,932.8913E

1,492,956.2440N

18+96.04PI

CURVE# 5

17+88.23 PT 17+93.23 PC 19+55.65 PT 19+60.65 PC

18+71.94 PT

18+76.94 PC

18+23.23 PT

19+25.65 PC

17+52.37 PT

+4 6.

061.

+58.23

1.00%

+23.23

1.00%

+41.94

1.00%

+06.94

1.00%

+25.65

1.00%

+90.65

1.00%

+30.00

0.00%

+05.58

1.00%

S T

A

B E

G I

N

P

R O J E

C T

CURVE# 1

CURVE# 2

CURVE# 3

CURVE# 4 CURVE# 5

CURVE# 6

CURVE# 7

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

WT_13.dgn

5:06:17 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000110

SCALE IN FEET

0 20 40

5.58' RT

STA 17+54.46

BEGIN RAMP WALL 2

5.58' LT

STA 17+54.46

BEGIN RAMP WALL 1

R 24.68'

RAMP WALL 2

R 13.52'

RAMP WALL 1

5.58' RT

STA 17+88.23

RAMP WALL 2 PT

5.58' LT

STA 17+88.23

RAMP WALL 1 PT

5.58' RT

STA 17+93.23

RAMP WALL 2 PC

5.58' LT

STA 17+93.23

RAMP WALL 1 PC

R 24.68'

RAMP WALL 2

R 13.52'

RAMP WALL 1

R 24.68'

RAMP WALL 2

5.58' RT

STA 19+55.65

RAMP WALL 2 PT

R 24.68'

RAMP WALL 2

R 13.52'

RAMP WALL 1

5.58' LT

STA 18+23.23

RAMP WALL 1 PT

5.58' RT

STA 18+23.23

RAMP WALL 2 PT

5.58' LT

STA 18+41.94

RAMP WALL 1 PC

5.58' RT

STA 18+41.94

RAMP WALL 2 PC

R 24.68'

RAMP WALL 1

R 13.52'

RAMP WALL 2

5.58' RT

STA 18+71.94

RAMP WALL 2 PT

5.58' LT

STA 18+71.94

RAMP WALL 1 PT

R 13.52'

RAMP WALL 2

5.58' RT

STA 18+76.94

RAMP WALL 2 PC

5.58' LT

STA 18+76.94

RAMP WALL 1 PC

R 24.68'

RAMP WALL 1

5.58' RT

STA 19+06.94

RAMP WALL 2 PT

5.58' LT

STA 19+06.94

RAMP WALL 1 PT

5.58' RT

STA 19+25.65

RAMP WALL 2 PC

5.58' LT

STA 19+25.65

RAMP WALL 1 PC

5.58' LT

STA 19+55.65

RAMP WALL 1 PT

8.33' RT

STA 19+55.65

RAMP WALL 2

5.58' RT

STA 19+60.65

RAMP WALL 2 PC

8.33' RT

STA 19+60.65

RAMP WALL 2

5.58' LT

STA 19+60.65

RAMP WALL 1 PC

5.58' LT

STA 19+90.65

RAMP WALL 1 PT

5.58' RT

STA 19+90.65

RAMP WALL 2 PT

5.58' LT

STA 20+29.92

END RAMP WALL 1

5.58' RT

STA 20+29.92

END RAMP WALL 2

5.58' LT

STA 20+06.67

RAMP WALL 1

STA 20+30.00

BFPR BENT 1

BEGIN BRIDGE

NOONDAY CREEK TRAIL

EXISTING 10'-0"

CONSTRUCTION EASEMENT

20'-0" SANITARY SEWER

5.58' RT

STA 17+58.23

RAMP WALL 2 PC

5.58' LT

STA 17+58.23

RAMP WALL 1 PC

20+00

S T

A

B E

G I

N

P

R O J E

C T

+0

5.58' LT

STA 18+25.92

RAMP WALL 1

5.58' RT

STA 18+25.92

RAMP WALL 2

5.58' LT

STA 19+22.96

RAMP WALL 1

5.58' RT

STA 19+22.96

RAMP WALL 2

5.58' LT

STA 18+39.25

RAMP WALL 1

5.58' RT

STA 18+39.25

RAMP WALL 2

5.58' RT

STA 19+09.63

RAMP WALL 2

5.58' LT

STA 19+09.63

RAMP WALL 1

5.58' LT

STA 19+93.33

RAMP WALL 1

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:17 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000210

7.96' LT

STA 17+46.96

BEGIN WALL 3

STA 20+30.00

BFPR BENT 1

BEGIN BRIDGE

20+00

S T

A

B E

G I

N

P

R O J E

C T

+0

5.58' LT

STA 18+38.17

WALL 3

5.58' RT

STA 18+38.17

WALL 3

5.58' LT

STA 20+05.58

END WALL 3

5.58' RT

STA 19+10.71

WALL 3

5.58' LT

STA 19+10.71

WALL 3

5.58' LT

STA 17+54.46

BEGIN WALL 4

5.58' LT

STA 18+27.00

WALL 4 5.58' RT

STA 18+27.00

WALL 4 5.58' RT

STA 19+21.88

WALL 4

5.58' LT

STA 19+21.88

WALL 4

5.58' LT

STA 19+94.42

END WALL 4

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:18 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000310

N15°04'06.9"E

M A

T C

H L

E

S

T A

.0

M A

T C

H L

S

T A

.0

NOONDAY CREEK TRAIL

EXISTING 10'-0"

CONSTRUCTION EASEMENT

20'-0" SANITARY SEWER

SANITARY SEWERCL

APPROX. TOPS OF BANK OF NOONDAY CREEK

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:19 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000410

(NO LID)

HAND HOLE

TOWNE LAKE PARKWAY

VARIABLE R/W

BALDWIN UTIL POLE 47

11887 SIZE

7675 WT

2-7174-470-15/16

BALDWIN UTIL POLE

6960 WT

2-7174-470-9/16

TR

EXISTING R/W

INV. 24"RCP=882.00

MATCH LINE STA. 23+00.00

MATCH LINE STA. 28+03.38

STA 23+03.00

BFPR BENT 5

END BRIDGE

CONSTRUCTION EASEMENT

20'-0" SANITARY SEWER

SANITARY SEWERCL

EXISTING GUARDRAIL

E 4.02'

R 9.71'

L 15.25'

T 9.71'

D 230°10'16.03"

¬ 90°00'00.0" (LT)

E 2,183,106.7199

N 1,493,261.5143

PI 25+74.04

CURVE# 13

E 4.01'

R 10.00'

L 15.52'

T 9.81'

D 212°57'28.06"

¬ 88°55'43.6" (LT)

E 2,183,071.5855

N 1,493,305.2314

PI 26+48.25

CURVE# 14

E 4.02'

R 9.71'

L 15.25'

T 9.71'

D 230°10'16.03"

¬ 90°00'00.0" (LT)

E 2,183,101.6720

N 1,493,242.7652

PI 25+58.79

CURVE# 12

E 4.02'

R 9.71'

L 15.25'

T 9.71'

D 230°10'16.03"

¬ 90°00'00.0" (LT)

E 2,183,096.6242

N 1,493,224.0162

PI 23+70.71

CURVE# 9

E 4.02'

R 9.71'

L 15.25'

T 9.71'

D 230°10'16.03"

¬ 90°00'00.0" (LT)

E 2,183,091.5763

N 1,493,205.2672

PI 23+55.46

CURVE# 8

'4.02E

9.71'R

15.25'L

9.71'T

230°10'16.03"D

(RT)90°00'00.0"¬

2,183,014.2034E

1,493,266.3146N

24+72.37PI

CURVE# 11

'4.02E

9.71'R

15.25'L

9.71'T

230°10'16.03"D

(RT)90°00'00.0"¬

2,183,009.1555E

1,493,247.5656N

24+57.12PI

CURVE# 10

'4.14E

10.00'R

15.71'L

10.00'T

212°57'28.06"D

(RT)90°00'00.0"¬

2,182,944.0875E

1,493,342.1278N

27+76.87PI

CURVE# 15

28+00

N73°51'36.8"W

26+38.43 PC

N

'0

.9

E

25+49.08 PC

25+64.33 PCC

S74°55'53.1"E

24+77.92 PT

24+62.67 PCC

N74°55'53.1"W

23+45.75 PC

23+76.25 PT

23+61.00 PCC

S74°55'53.1"E

23+10.16 PC

24+47.42 PC

26+15.17 PT

25+79.58 PT

26+53.95 PT

27+66.35 PC

27+81.75 PT

.7

.0

CURVE# 8

CURVE# 9

CURVE# 13

CURVE# 12

CURVE# 14

CURVE# 10

CURVE# 11

.7

.0

.2

.0

.2

.0

.4

.0

.4

.0

.9

.0

.9

.0

.0

.0

.0

.0

.5

.0

.5

.0

N74°55'53.1"W

N14°22'40.1"E

N16°08'23.2"E

27+98.55 PT

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:19 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000510

TOWNE LAKE PARKWAY

VARIABLE R/W

BALDWIN UTIL POLE 47

11887 SIZE

7675 WT

2-7174-470-15/16

BALDWIN UTIL POLE

6960 WT

2-7174-470-9/16

TR

EXISTING R/W

INV. 24"RCP=882.00

MATCH LINE STA. 23+00.00

MATCH LINE STA. 28+03.88

5.58' RT

STA 23+04.58

RAMP WALL 3

RT5.58'

STA 23+03.08

BEGIN RAMP WALL 5

R 15.13'

RAMP WALL 5

5.58' RT

STA 23+45.75

RAMP WALL 5 PC

5.58' RT

STA 23+49.19

RAMP WALL 5 PT

8.33' RT

STA 23+49.19

RAMP WALL 5 PC

R 17.88'

RAMP WALL 5

R 15.29'

RAMP WALL 5

8.33' RT

STA 23+52.62

RAMP WALL 5 PT

5.58' RT

STA 23+52.62

RAMP WALL 5 PC

5.58' LT

STA 23+16.83

BEGIN RAMP WALL 6

5.58' LT

STA 23+45.75

RAMP WALL 6 PC

5.58' LT

STA 23+76.25

RAMP WALL 6 PT

5.58' RT

STA 23+76.25

RAMP WALL 5 PT

5.58' RT

STA 24+05.17

RAMP WALL 5

5.58' RT

STA 25+20.17

RAMP WALL 5

5.58' RT

STA 25+49.08

RAMP WALL 5 PC

5.58' LT

STA 24+05.17

RAMP WALL 6

5.58' LT

STA 24+18.50

RAMP WALL 6

5.58' RT

STA 24+18.50

RAMP WALL 5

5.58' LT

STA 24+47.42

RAMP WALL 6 PC

5.58' RT

STA 24+47.42

RAMP WALL 5 PC

R 4.13'

RAMP WALL 6

6.00' RT

STA 25+06.83

RAMP WALL 5

R 4.13'

RAMP WALL 5

R 15.29'

RAMP WALL 6

5.58' LT

STA 24+77.92

RAMP WALL 6 PC

5.58' RT

STA 24+77.92

RAMP WALL 5 PC

5.58' LT

STA 25+06.83

RAMP WALL 6

5.58' LT

STA 25+20.17

RAMP WALL 6

R 4.13'

RAMP WALL 6

R 15.29'

RAMP WALL 5

5.58' LT

STA 25+49.08

RAMP WALL 6 PC

5.58' LT

STA 25+79.58

RAMP WALL 6 PT

5.58' RT

STA 25+79.58

RAMP WALL 5 PT

5.58' LT

STA 26+08.50

RAMP WALL 6

5.58' RT

STA 26+09.58

RAMP WALL 5

5.58' RT

STA 26+38.43

END RAMP WALL 5

5.58' LT

STA 26+38.43

END RAMP WALL 6

5.58' LT

STA 26+72.17

BEGIN RAMP WALL 7

5.58' LT

STA 26+80.91

RAMP WALL 7

8.33' LT

STA 26+80.91

RAMP WALL 7

8.33' LT

STA 26+85.91

RAMP WALL 7

5.58' LT

STA 26+85.91

RAMP WALL 7

5.58' LT

STA 27+66.35

RAMP WALL 7 PC

5.58' LT

STA 27+79.90

END RAMP WALL 7

R 15.58'

RAMP WALL 7

28+00

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:20 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000610

TOWNE LAKE PARKWAY

VARIABLE R/W

BALDWIN UTIL POLE 47

11887 SIZE

7675 WT

2-7174-470-15/16

BALDWIN UTIL POLE

6960 WT

2-7174-470-9/16

TR

EXISTING R/W

INV. 24"RCP=882.00

MATCH LINE STA. 23+00.00

MATCH LINE STA. 28+03.88

28+00

LT5.58'

STA 23+03.08

BEGIN WALL 8

LT5.58'

STA 24+17.42

WALL 8

RT5.58'

STA 24+17.42

WALL 8

RT5.58'

STA 25+07.92

WALL 8

LT5.58'

STA 25+07.92

WALL 8

RT13.83'

STA 25+07.92

WALL 8

LT5.58'

STA 26+20.75

WALL 8

LT5.58'

STA 23+38.43

END WALL 8

LT5.58'

STA 26+09.58

END WALL 9

LT5.58'

STA 25+19.08

WALL 9

RT5.58'

STA 25+19.08

WALL 9

RT5.58'

STA 24+06.25

WALL 9

LT5.58'

STA 24+06.25

WALL 9

LT5.58'

STA 23+15.75

BEGIN WALL 9

LT13.83'

STA 24+17.42

WALL 8

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:21 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

WALKWAY PLAN

13-000710

S74°55'53.1"E

N74°55'53.1"W

S74°55'53.1"E

N74°55'53.1"W

N

E

N73°51'36.8"W

N

E N

E

23+00

28+00

NOT TO SCALE

TP

TP

TP

12"

10" 10"

6"9"

VAULT

WATER

CHILI'S

SIGN

B R

IC

K

S

IG

N

Q T

S I G

N

TOWNE LAKE PARKWAY

VARIABLE R/W

B U

C K

H E

A D C

R O

S S I N

G V

A R I A

B L E R

W

IPF

/4RB

TP

TP

WV

IPF

/4RB

WV

IPF

/4RB

IPF

/MAGIN

CC

IPF

/4RB

WM

IPF

/4RB

WM

W M

W M W

M

W M

IPF

/MAGIN

CC

IPF

/MAGIN

ASP

IPF

/MAGIN

ASP

PL

PL

PL

PL

PL

PL

EXISTING R/WEXISTING R/W

NOW O

R F

ORMERLY

QUIK

TRIP

CORPORATIO

N

DB 1

8, P G 1

NOW O

R F

ORMERLY

STOCKGEORGE L

LC

DB 1

5, P G 1

IPF

/4RBWC

TP

TP

TP

TP

12"

10" 10"

6"9"

VAULT

WATER

CHILI'S

SIGN

B R

IC

K

S

IG

N

100 YEAR FLOOD

Q T

S I G

N

L.L

L.L

TOWNE LAKE PARKWAY

VARIABLE R/W

B U

C K

H E

A D C

R O

S S I N

G V

A R I A

B L E R

W

PL

IPF

/4RB

TP

TP

WV

IPF

/4RB

WV

IPF

/4RB

TR

IPF

/MAGIN

CC

IPF

/4RB

WM

IPF

/4RB

WM

W M

W M W

M

W M

IPF

/MAGIN

CC

IPF

/MAGIN

ASP

IPF

/MAGIN

ASP

PL

PL

PL

PL

PL

PL

EXISTING R/W

EXISTING R/W

EXISTING R/W

NOW O

R F

ORMERLY

QUIK

TRIP

CORPORATIO

N

DB 1

8, P G 1

NOW O

R F

ORMERLY

STOCKGEORGE L

LC

DB 1

5, P G 1

NOW O

R F

ORMERLY

MP T

HE P

ALMER L

LC

DB 1

1, P G 8

IPF

/4RBWC

S73°04'09.5"ES73°04'09.5"E

N '5

.5

E

TOWNE LAKE PARKWAY STA. 402+54.26 = BUCKHEAD CROSSING STA. 500+00.00

STA. 400+00.00

LIMITS OF CONSTRUCTION

STA. 405+77.47

LIMITS OF CONSTRUCTION

STA. 501+98.49

LIMITS OF CONSTRUCTION

PROPOSED TRAIL SECTION STA. 027+98.39 = TOWNE LAKE PARKWAY STA. 402+04.88

MAINLINE ROADWAY PLAN DRAWING

.4

P

O

POB 500+00.00

S73°04'09.5"E

.0

P

O B

POE 501+98.49

501+98.49

501+00

APPROXIMATE RADIUS = 38' MATCH EXISTING

MAX RAMP LANDING 1:50 (2.0%)

MAX RAMP SLOPE 1:20 (5.0%).

APPROXIMATE ELEVATION 914.00.

MATCH EXISTING SIDEWALK.

REPAIR DETAIL THIS SHEET.

REPAIR PER TYPICAL STREET CUT

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING ISLAND

AT STA. 401+89.83.

NEW CONCRETE BULLNOSE WITH 2' RADIUS

CUT REPAIR DETAIL THIS SHEET. INSTALL

REPAIR PAVEMENT PER TYPICAL STREET

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING MEDIAN

SIDEWALK RAMP

AND REPLACE WITH SKEWED TYPE D

REMOVE EXISTING SIDEWALK RAMP

(5.0%). MAX RAMP LANDING 1:50 (2.0%)

ELEVATION 914.00. MAX RAMP SLOPE 1:20

MATCH EXISTING SIDEWALK. APPROXIMATE

CONCRETE ISLAND/MEDIAN REMOVAL

REFER TO SHEET 13-003, STA. 27+98.30 FOR TRAIL DESIGN.

SHEET NO. TOTAL SHEETS

CHEROKEE COUNTY

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

2400128_13-000X.dgn

11:14:24 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

BUCKHEAD CROSSING

13-0004 30 60 120

18+00 19+00 20+00 21+00 22+00 23+00

840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

880 880

885 885

890 890

895 895

900 900

1.2270%

6.2987%

7.

P V

I

L

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

18+00 19+00 20+00 21+00 22+00 23+00

840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

880 880

885 885

890 890

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

P r o f i l e

A n n o t a t i o n P o i n t

Y

0.0000%

8.2228%

7.

1.8022%

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

6.2987%

8.2228%

0.0000%

0.0000%

0.0000%

0.0000%

23+15

0.9763%

B E

G

IN

B R

ID

G

E

B F

P R

B E

N T

P V

I

.1

.0

E N

D B

R

ID

G E

B F

P R

B E

N T

P V

I

.1

.0

B E

N T

S T

A

.0

.2

B E

N T

S T

A

.6

B E

N T

S T

A

.0

5.8601% 1.0000%

5.8601%

1.0000% 5.8601%

5.8601%

5.8601%

1.0000%

5.8601%

.6

.5

.5

.2

.7

.5

.9

.1

.0

.8

.1

.9

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

WT_15.dgn

5:06:24 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

15-0001

WALKWAY PROFILE

SCALE IN FEET

0 10 20

HORIZONTAL:

20 80

SCALE IN FEET

0 40

VERTICAL:

24+00 25+00 26+00 27+00 28+00

870 870

875 875

880 880

885 885

890 890

895 895

900 900

905 905

910 910

915 915

920 920

925 925

930 930

8.

1.0164% 8.

8.

% 1.0164% 8.

8.

% 1.0164% 8.

2.1280

2.94 97%

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

P V

I

7.7000%

0.0000%

7.8000%

7.7000%

0.0000%

7.8000%

1.0753%

7.7000%

0.0000%

1.0000%

23+15

.2

.9

.4

.3

.2

.8

.0

.4

.5

.2

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

WT_15.dgn

5:06:24 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

SCALE IN FEET

0 10 20

VERTICAL:

20 80

SCALE IN FEET

0 40

WALKWAY PROFILE

15-0002

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

WT_23.dgn

5:06:29 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

17+40.00

-20 -10 0 10 20

870 870

880 880

.7

.1

874.20

WALK WAY

.1

FLAT

FLAT

0.63%0.63%

17+56.00

-20 -10 0 10 20

870 870

880 880

874.61

.3

WALK WAY

WALL 1

WALL 2

.0

1.00% 1.00%

(TYP.)

6" MIN.

11.4:1

17+90.00

-20 -10 0 10 20

870 870

880 880

WALL 2

WALK WAY

.3

WALL 1

876.33

(TYP.)

6" MIN.

12:1

18+25.00

-20 -10 0 10 20

870 870

880 880

890 890

1.00%1.00% 8

.3

879.68

WALL 1

WALL 2

WALK WAY

(TYP.)

6" MIN.

11.4:1

7:1

18+75.00

-20 -10 0 10 20

870 870

880 880

890 890

.6

880.04

WALL 1

WALL 2

WALK WAY

(TYP.)

6" MIN.

5.5:1

2:

19+09.00

-20 -10 0 10 20

880 880

890 890

1.00%

WALL 2

WALL 1

1.00%

.6

885.51

WALK WAY

(TYP.)

6" MIN.

7:1

870 870

9.5:1

19+58.00

-20 -10 0 10 20

880 880

890 890

900 900

.9

890.87

WALL 1

WALL 2WALK WAY

6" MIN.

10:1

2:

19+93.00

-20 -10 0 10 20

880 880

890 890

900 900

1.00%1.00%

WALL 2

WALL 1

.0

1 890.22

WALK WAY

(TYP.)

6" MIN.

13:1

2:

20+20.00

-20 -10 0 10 20

880 880

890 890

900 900

0.18%0.18%

WALL 1

WALL 2

.2

886.28

WALK WAY

(TYP.)

6" MIN.

3:1 2:

CROSS SECTIONS

23-0001

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:31 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

23+21.00

-20 -10 0 10 20

880 880

890 890

900 900

910 910

0.48% 0.48%

WALL 6

WALL 5

.4

889.95

WALK WAY

(TYP.)

6" MIN.

2:

12:1

3:1

23+60.00

-20 -10 0 10 20

880 880

890 890

900 900

WALL 6

WALL 5

.6

890.34

WALK WAY

(TYP.)

6" MIN.

14:1

24+05.00

-20 -10 0 10 20

880 880

890 890

900 900

910 910

0.88%0.88%

.1

899.42

WALL 6

WALL 5

WALK WAY

(TYP.)

6" MIN.

2:1 2:

2:1 2:

24+62.00

-20 -10 0 10 20

890 890

900 900

910 910

WALL 6 WALL 5

.8

897.17

WALK WAY

(TYP.)

6" MIN.

16:1

25+06.00

-20 -10 0 10 20

890 890

900 900

910 910

0.81% 0.81%

.2

904.72

WALK WAY

(TYP.)

6" MIN.

15:1

2:1 2:

WALL 5WALL 6

25+63.00

-20 -10 0 10 20

880 880

890 890

900 900

910 910

WALL 6

WALL 5

.0

893.44

WALK WAY

(TYP.)

6" MIN.

18.5:1

23-0002

REVISION DATES

11/15/2024

Michael Fraker

GPLOT-ORD

5:06:33 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

CHEROKEE COUNTY

26+08.00

-20 -10 0 10 20

900 900

910 910

920 920

0.84%0.84%

.4

889.95

WALL 6

WALL 5

WALK WAY

(TYP.)

6" MIN.

2:

2:1

FLAT

26+45.00

-20 -10 0 10 20

900 900

910 910

920 920

.1

908.042:1

2:1

WALK WAY

27+00.00

-20 -10 0 10 20

900 900

910 910

920 920

2:12:1

WALL 7

.4

889.42

WALK WAY

6" MIN.

27+90.00

-20 -10 0 10 20

910 910

920 920

2:1 2:1 9

.0

913.73

WALK WAY

23-0003

¾”

25-0001

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text 11/01/2024

AutoCAD SHX Text

GPLN

AutoCAD SHX Text 10/23/2015

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

BACKCHECKED:

AutoCAD SHX Text

CORRECTED:

AutoCAD SHX Text

VERIFIED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text

CHEROKEE COUNTY

AutoCAD SHX Text P. I. No.

AutoCAD SHX Text 2400128

AutoCAD SHX Text

ELECTRICAL GENERAL NOTES

AutoCAD SHX Text

EJR

AutoCAD SHX Text

1. SCOPE: CONTRACT DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY SCOPE AND GENERAL SCOPE: CONTRACT DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY SCOPE AND GENERAL CONTRACT DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AS SPECIFIED HEREIN AND SHOWN ON THE CONTRACT DRAWINGS. OUTLINE DESCRIPTION AND DIAGRAMMATIC REPRESENTATION OF SYSTEM OPERATION AND EQUIPMENT DOES NOT LIMIT CONTRACTOR LIABILITY FOR FURNISHING AND INSTALLING COMPLETE AND OPERABLE SYSTEMS. IN CASE OF ANY OBSERVED DISCREPANCIES OR OMISSIONS ON THE DRAWINGS AND/OR SPECIFICATIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER OF SUCH CONDITIONS PRIOR TO BID. OTHERWISE, IT WILL BE UNDERSTOOD THAT THE DRAWINGS AND SPECIFICATIONS ARE CLEAR AS TO WHAT IS INTENDED AND SHALL BE AS INDICATED BY THE ENGINEER. 2. APPLICABLE CODES: ALL WORK INSTALLED UNDER THIS CONTRACT SHALL BE IN STRICT CONFORMANCE WITH THE LATEST APPLICABLE CODES: ALL WORK INSTALLED UNDER THIS CONTRACT SHALL BE IN STRICT CONFORMANCE WITH THE LATEST ALL WORK INSTALLED UNDER THIS CONTRACT SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITIONS OF THE FOLLOWING CODES, AND ALL APPLICABLE STANDARDS AND REQUIREMENTS: NATIONAL ELECTRICAL CODE UNDERWRITERS LABORATORIES, INC. NATIONAL FIRE PROTECTION ASSOCIATION AMERICANS WITH DISABILITIES ACT ALL APPLICABLE STATE, COUNTY, AND LOCAL CODES ALL LOCAL UTILITY CODES 3. PERMITS: THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE THE PAYMENT OF ALL NECESSARY PERMITS. FURNISH THE PERMITS: THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE THE PAYMENT OF ALL NECESSARY PERMITS. FURNISH THE THE CONTRACTOR SHALL INCLUDE IN THE BID PRICE THE PAYMENT OF ALL NECESSARY PERMITS. FURNISH THE OWNER PRIOR TO THE FINAL PAYMENT A CERTIFICATE FROM THE ELECTRICAL INSPECTION DEPARTMENT HAVING JURISDICTION CERTIFYING THAT THE ELECTRICAL WORK MEETS ALL REQUIREMENTS OF THE LOCAL INSPECTION AUTHORITIES AND/OR THE NATIONAL BOARD OF FIRE UNDERWRITERS. 4. VERIFICATION: IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, THE VERIFICATION: IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, THE IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ENGINEER. NO CHANGES ARE TO BE MADE TO THE WORK OF THIS CONTRACT WITHOUT PRIOR KNOWLEDGE AND APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL HOLD THE OWNER AND ITS CONSULTANTS HARMLESS AGAINST ALL CLAIMS AND JUDGMENTS ARISING OUT OF THE CONTRACTORS PERFORMANCE OF THE WORK OF THIS CONTRACT. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK, WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT, WITHOUT WRITTEN AUTHORIZATION FROM THE APPROPRIATE AUTHORITY. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 5. COORDINATION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK AND EQUIPMENT SPECIFIED COORDINATION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK AND EQUIPMENT SPECIFIED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK AND EQUIPMENT SPECIFIED HEREIN WITH THE WORK TO BE PERFORMED AND EQUIPMENT TO BE FURNISHED BY OTHERS TO ASSURE A COMPLETE AND SATISFACTORY INSTALLATION MEETING WITH THE APPROVAL OF THE ENGINEER. 6. MATERIALS AND SUBSTITUTIONS: THE CONTRACTOR SHALL SUBMIT A LIST OF ELECTRICAL MATERIAL MANUFACTURERS TO THE MATERIALS AND SUBSTITUTIONS: THE CONTRACTOR SHALL SUBMIT A LIST OF ELECTRICAL MATERIAL MANUFACTURERS TO THE THE CONTRACTOR SHALL SUBMIT A LIST OF ELECTRICAL MATERIAL MANUFACTURERS TO THE OWNER/ENGINEER FOR APPROVAL, PRIOR TO ORDERING AND/OR INSTALLATION. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PERMISSION OF THE ENGINEER IN WRITING. THE COST OF ANY REDESIGNING CAUSED BY UNAUTHORIZED SUBSTITUTION SHALL BE ASSUMED BY THE CONTRACTOR. 7. SCHEDULING: THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL SCHEDULING OF WORK. SCHEDULING: THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL SCHEDULING OF WORK. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL SCHEDULING OF WORK. 8. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. 9. THE CONTRACTOR SHALL KEEP THE WORK SITE AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE MATERIALS OR THE CONTRACTOR SHALL KEEP THE WORK SITE AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH GENERATED BY WORK FROM THIS CONTRACT. CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL MATERIALS. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT BUILDING OCCUPANTS AND CONTENTS, AND PREVENT THE SPREAD OF DUST AND DIRT INTO OCCUPIED AREAS. 10. THE CONTRACTOR SHALL BE AWARE OF ALL FLASH HAZARD REQUIREMENTS FOR THIS PROJECT. PROTECTIVE EQUIPMENT SHALL THE CONTRACTOR SHALL BE AWARE OF ALL FLASH HAZARD REQUIREMENTS FOR THIS PROJECT. PROTECTIVE EQUIPMENT SHALL BE WORN, WHERE APPLICABLE, AND PRACTICES SHALL BE FOLLOWED IN ACCORDANCE WITH FLASH HAZARD LEVEL. 11. THE CONTRACTOR SHALL PROVIDE ACCESS HATCHES WHERE REQUIRED FOR INACCESSIBLE CEILINGS, WALLS, FLOORS, ETC.