REV _ 12 ISSUE FOR BID Phase I 7_021_2026.pdf

BEGIN PROJECT

STA 101+00

END PROJECT

STA 125+50

CURTIS PARKWAY

STA 101+44.87

LAUREL CREEK ROAD

STA 11+14.68

(BEGIN CONSTRUCTION)

CURTIS PARKWAY

STA 109+72.53

PROFESSIONAL COURT

STA 11+00.88

CURTIS PARKWAY

STA 116+56.41

DOGWOOD DRIVE SOUTH

STA 10+83.33

CURTIS PARKWAY

STA 124+66.48

DOGWOOD DRIVE NORTH

STA 10+87.13

(END CONSTRUCTION)

.4

.4

PROJECT

MILES

PLANS COMPLETED 07-10-2026

REVISIONS

0.4397

0.4397

PLAN AND PROFILE OF PROPOSED

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.4397

LENGTH OF PROJECT

8,800 (2022)TRAFFIC A.D.T.:

12,600 (2045)TRAFFIC A.D.T.:

1,200TRAFFIC D.H.V.:

0.54DIRECTIONAL DIST:

SPEED DESIGN:

2%24 HR.TRUCKS %:

2%% TRUCKS:

DESIGN DATA:

GORDON

COUNTY No.129

BIND THE CITY OF CALHOUN IN ANY WAY.

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

LOCATION & DESIGN

7U-LOCAL(URBAN)

FUNCTIONAL CLASS:

DISTRICT NO. 14.

COUNTY AND IS 100% IN CONG.

THIS PROJECT IS 100% IN GORDON

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.

gordon county, georgia city of calhoun

01-0001

LOCATION SKETCH

35 MPH

CURTIS PARKWAY - PHASE I

COVER-1

COVER-2

CUSTOM 1:4000

REQ'D R/W REQ'D R/W

PERMANENT UTILITY EASEMENT

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

PERMANENT UTILITY EASEMENT

DE131

DE

DE9 DE10 DE129

DE130

11+00

10+00

10+00

10+00

11+00

10+00

R R

NEW

ECHOTA

Adairsville

136C

53Sp

Calhoun

R

GORDON

HusseyJ

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_01.dgn

CONCOV

DRAWING No.

Snapshot

HusseyJ Snapshot

Text Box

DRAWING NO. DESCRIPTION DESCRIPTIONDRAWING NO.

T-15A RAISED PAVEMENT MARKER LOCATION NON-LIMITED ACCESS ROADWAY40-0024

T-14 DETAIL OF PAVEMENT MARKING HATCHING40-0023

T-13C DETAILS OF PAVEMENT MARKING WORDS (SHEET 3 OF 3)40-0022

T-13B DETAILS OF PAVEMENT MARKING WORDS (SHEET 2 OF 3)40-0021

T-13A DETAILS OF PAVEMENT MARKING WORDS (SHEET 1 OF 3)40-0020

T-12B PAVEMENT MARKINGS - ARROWS40-0019

T-12A DETAILS OF PAVEMENT MARKING ARROW LOCATION40-0018

T-11A PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROADWAY40-0017

T-5C DETAILS OF WARNING SIGNS40-0016

T-5B DETAILS OF REGULATORY SIGNS SHEET 2 OF 240-0015

T-5A DETAILS OF REGULATORY SIGNS SHEET 1 0F 240-0014

T-4 DETAILS OF CARDINAL DIRECTION SIGNS40-0013

T-3B DETAILS OF SQUARE TUBE POST (BREAKAWAY SIGN SUPPORT)40-0012

T-3A TYPE 7, 8, AND 9 SQUARE TUBE POST INSTALLATION DETAIL40-0011

T-2 DETAILS FOR TYPICAL FRAMING40-0010

T-1 DETAILS OF SIGN PLATES40-0009

S-7 SERRATED SLOPE DETAIL BENCHING DETAIL40-0008

S-4 SHOULDER PAVING AND SURFACING AT GUARDRAIL40-0007

P-7 PAVEMENT EDGE TREATMENT ASPHALT AND CONCRETE PAVEMENT40-0006

D-7 BERM DITCHES SIDE DITCHES SURFACE DITCHES40-0005

D-4 DITCH DROP INLET WITH FABRICATED SAFETY GRATE AND WEIR OPENINGS40-0004

A-4 DETACTABLE WARNING SURFACE TRUNCATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS40-0003

A-3 CONCRETE SIDEWALK DETAILS, CURB CUT (WHEEL CHAIR) RAMPS40-0002

A-1 DRIVEWAYS WITH TAPERED ENTRANCES CONCRETE VALLEY GUTTERS40-0001

GEORGIA DETAILS

SIGNING AND MARKING PLANS 26-0001 TO 26-0004

UTILITY PLANS 24-0001 TO 24-0004

CROSS SECTIONS 23-0001 TO 23-0012

DRAINAGE PROFILE 22-0001 TO 22-0006

DRAINAGE AREA MAP 21-0001 TO 21-0003

MAINLINE PROFILE 15-0001 TO 15-0003

CONSTRUCTION PLAN 13-0001 TO 13-0004

CONSTRUCTION LAYOUT / STAKEOUT 11-0001

SUMMARY OF QUANTITIES 06-0001 TO 06-0003

TYPICAL SECTIONS 05-0001

GENERAL NOTES 04-0001 TO 04-0003

REVISION SUMMARY 03-0001

INDEX 02-0001 TO 02-0002

COVER 01-0001

INDEX

D-24C TEMPORARY SILT FENCE (SHEET 3 OF 4)56-0003

D-24B TEMPORARY SILT FENCE (SHEET 2 OF 4)56-0002

D-24A TEMPORARY SILT FENCE (SHEET 1 OF 4)56-0001

EROSION CONTROL CONSTRUCTION STANDARDS AND DETAILS

WATERSHED MAP/SITE MONITORING LOCATION55-0001

BMP LOCATION DETAILS54-0001 TO 54-0012

EROSION CONTROL DRAINAGE AREA MAP53-0001

EROSION CONTROL LEGEND AND INFORM CODE SHEET52-0001 - 52-0007

ESPCP GENERAL NOTES51-0001 TO 51-0004

EROSION CONTROL COVER SHEET50-0001

EROSION CONTROL

9102 TRAFFIC CONTROL DETAIL FOR LANE CLOSURE OF TWO-LANE HIGHWAY41-0025

9100 TRAFFIC CONTROL GENERAL NOTES, STANDARD LEGEND, MISCELLANEOUS DETAILS41-0024

9033 MILEPOSTS41-0023

9032B CONCRETE CURB & GUTTER, CONCRETE CURBS, CONCRETE MEDIANS41-0022

9031U PRECAST OR BUILT-IN-PLACE JUNCTION BOXES PIPE COLLARS, PIPE ELBOW & PIPE CURVED ALIGNMENT41-0021

9031S MEDIAN DROP INLET (PRECAST OR BUILT-IN-PLACE)41-0020

9030C DELINEATORS & MARKERS AND ALTERNATE POSTS41-0019

9003 FEDERAL AID AND STATE RIGHT OF WAY MARKERS41-0018

4386 GUARDRAIL LOCATIONS AT MEDIANS AND TURNOUTS 31 INCH GUARDRAIL HEIGHTS41-0017

4384 GUARDRAIL TERMINALS, TYPE 12A, 12B AND 12C 31 INCH GUARDRAIL HEIGHT41-0016

4383 GUARDRAIL ANCHORAGE TYPE I 31 INCH GUARDRAIL HEIGHT41-0015

4381 POST AND OFFSET BLOCKS FOR "W" AND "T' BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT41-0014

4380 "W" BEAM GUARDRAIL 31 INCH GUARDRAIL HEIGHT41-0013

4000W GUARDRAIL WARRANT GUIDES (LENGTHS OF ADVANCEMENT, CLEAR ZONE DISTANCES, FILL HEIGHT EMBANKMENTS)41-0012

1034DP PRECAST CATCH BASINS FOR USE WITH CURB (6' OR 8" HT.) AND GUTTER IN SAGS OR LOW POINTS41-0011

1034D CATCH BASINS FOR USE WITH CURB (6' OR 8" HT.) AND GUTTER IN SAGS OR LOW POINTS41-0010

1033DP PRECAST CATCH BASINS FOR USE WITH (6" OR 8" HT.) AND GUTTER41-0009

1033D CATCH BASINS FOR USE WITH (6" OR 8" HT.) & GUTTER41-0008

1030D3 STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 3 0F 341-0007

1030D2 STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 2 0F 3 41-0006

1030D1 STANDARD CONCRETE & METAL PIPE CULVERTS SHEET 1 0F 3 41-0005

1019AP STANDARD PRECAST DROP INLETS41-0004

1019A STANDARD DROP INLETS (BUILT IN PLACE)41-0003

1011AP STANDARD PRECAST REINFORCED CONCRETE MANHOLE41-0002

1011A STANDARD BRICK MANHOLE41-0001

GEORGIA STANDARDS

T-15C DETAILS OF RAISED PAVEMENT MARKERS40-0025

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

CruzBarcenasL

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GPLN-CE

0001-_02

GORDON COUNTY

INDEX

DRAWING NO. DESCRIPTION DESCRIPTIONDRAWING NO.

D-56 STONE RIPRAP AND SAND BAG TEMPORARY CHECK DAMS56-0012

D-55B RIPRAP OUTLET PROTECTION (SHEET 2 0F 2)56-0011

D-55A RIPRAP OUTLET PROTECTION (SHEET 1 0F 2)56-0010

D-46 STONE FILTER RING56-0009

D-43 ROCK FILTER DAM56-0008

D-42 INLET SEDIMENT TRAPS56-0007

D-41 CONSTRUCTION EXIT56-0006

D-35 PERMANENT SOIL REINFORCING MAT56-0005

D-24D TEMPORARY SILT FENCE (SHEET 4 OF 4)56-0004

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

CruzBarcenasL

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_02.dgn

4:31:03 PM

0002-_02

INDEX

DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

11/1/2023

HusseyJ

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0001-_03

REVISION SUMMARY

(URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.

CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK

GRADED AGGREGATE BASE, 6".

220 LB/SY RECYCLED ASPHALT CONC, 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME

ASPHALT - (SURFACE COURSE FROM THE MAINLINE),

COMMERCIAL:

(URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK,

GRADED AGGREGATE BASE, 6".

ASPHALT - (SURFACE COURSE FROM THE MAINLINE),

RESIDENTIAL:

DRIVES SHALL BE CONSTRUCTED USING:

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

TIE IN POINT, IF APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER

CONTRACTOR SHALL CONSTRUCT DRIVEWAYS TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT THE

IN THE PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN FROM THE BEST AVAILABLE DATA; THE

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

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

REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH /

PAVED WITH CONCRETE UNLESS OTHERWISE NOTED IN THE PLANS. ALL OTHER DRIVEWAYS SHALL BE

REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER. ALL DRIVEWAYS OVER 11% IN GRADE SHALL BE

10. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE TIE IN POINT OR

INFORMATION.

SEE SECTION 201 OF THE STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

SOLID WASTE FACILITY, A PERMITTED INERT WASTE LANDFILL, OR IN AN ENGINEERED FILL.

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

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

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

BID FOR THE PROJECT.

9. THE COST FOR SHEETING OR SHORING, IF REQUIRED, WILL BE INCLUDED IN THE OVERALL

SAW CUTTING TO BE INCLUDED IN THE BID SUBMITTED.

8. SAW CUTTING MAY BE REQUIRED IN ORDER TO ACHIEVE A NEAT LINE AND COST OF

BE FILLED WITH FLOWABLE FILL.

AND GRUBBING. EXISTING PIPE THAT REMAINS IN PLACE UNDER THE ROADWAY SHOULD

ENGINEER. REMOVAL OF PIPE SHALL BE INCLUDED IN THE PRICE BID FOR CLEARING

SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR DIRECTED BY THE

7. ALL EXISTING DRAINAGE STRUCTURES INCLUDING HEADWALLS NO LONGER IN USE

COST TO THE OWNER.

DRAINAGE STRUCTURE AS A RESULT OF THE PROJECT WILL BE CLEANED OUT AT NO ADDITIONAL

THROUGHOUT THE DURATION OF THE PROJECT. ANY DEBRIS THAT GOES INTO AN EXISTING

6. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF THE PROJECT SHALL BE MAINTAINED

WILL NEED TO BE SUBMITTED AND APPROVED BY THE CITY AND ENGINEER OF RECORD.

AS PART OF THE CONTRACT AWARD. ONCE PROJECT HAS BEEN AWARDED, FORMAL STAGING PLANS

OWNER'S REVIEW AND ACCEPTANCE OF THE PROPOSED STAGING WILL BE WEIGHED AND CONSIDERED

(INCLUDING SHORT DURATION DETOURS) AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS.

5. A STAGING NARRATIVE SHALL BE SUBMITTED BY THE CONTRACTOR AS PART OF THE BID PACKAGE

FOR THIS PROJECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED

3. AN N.O.I. IS REQUIRED FOR THIS PROJECT.

ADDITIONAL COST TO THE DEPARTMENT.

IN GA. SPECIFICATION 201 TO DISPOSE OF EXISTING BRIDGE/CONSTRUCTION DEBRIS AT NO

PROJECT'S LIMITS. THE CONTRACTOR SHALL PROVIDE AN ENVIRONMENTALLY APPROVED SITE AS SHOWN

2. THERE IS NO KNOWN SUITABLE PLACE TO BURY EXISTING BRIDGE/CONSTRUCTION DEBRIS WITHIN THE

UTILITY OWNER SERVICE

(SHANNON WILLIAMS) 706-604-7487

GEORGIA POWER

ELECTRIC

706-602-6129

CITY OF CALHOUN

(BRIAN TOWERS) 706-581-6167

NORTH GEORGIA EMC

(TODD BAGLEY) 706-236-3913

AT&T

(BRAD CARRICK) 706-602-6156

CALNET-TELECOMMUNICATIONS

(JODY CHILDRESS) 706-252-5045

COMCAST

470-259-5586

ATLANTA GAS LIGHT

770-548-0359

CITY OF CALHOUN

ELECTRIC

TELECOMMUNICATIONS

ELECTRIC

TELECOMMUNICATIONS

TELECOMMUNICATIONS/CABLE TV

GAS

WATER

SEWER706-602-6101

CITY OF CALHOUN

OF WAY, WHICHEVER IS GREATER, AS DIRECTED BY THE CITY'S REPRESENTATIVE.

DURING CONSTRUCTION SHALL BE RE-SODDED BACK TO THE TIE IN POINT OR REQUIRED RIGHT

11. ALL ESTABLISHED GRASSED/SODDED COMMERCIAL OR RESIDENTIAL YARDS THAT ARE DISTURBED

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

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0001-_04

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

OR ARE CONTRARY TO THESE SIGN PLANS.

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

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

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

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BOTTOM OF THE SIGN.

ABOVE THE GROUNDLINE AND MAXIMUM HEIGHT OF 10 FEET ABOVE THE NORMAL EDGE OF PAVEMENT TO THE

13. SPECIAL ROADSIDE SIGNS ERECTED ON STEEP CUT SLOPES SHALL HAVE A MINIMUM CLEARANCE OF 1 FOOT

PAVEMENT TO THE NEAR EDGE OF THE SIGN UNLESS SPECIFIED OTHERWISE IN THE PLANS.

12. HORIZONTAL CLEARANCE FOR SPECIAL ROADSIDE SIGNS SHALL BE 32 FEET FROM THE NORMAL EDGE OF

BY THE PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

CONTROL DEVICES, CURRENT EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR

NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC

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

10. FOR DETAILS OF SPECIAL ROADSIDE SIGNS SEE DETAILS OF SPECIAL ROADSIDE SIGNS.

REFER TO GEORGIA STANDARDS 9041 AND 9042.

9. FOR ASSEMBLY DETAILS AND ASSEMBLY COMPONENTS DETAILS ON ALUMINUM BOLTED EXTRUDED PANELS, RECOMMENDED BY THE MANUFACTURER, BUT SHALL CONFORM TO INTERSTATE SIGNING REQUIREMENTS.

8. SPACING BETWEEN LETTERS OR OTHER CHARACTERS THAT IS NOT SHOWN IN THE PLANS MAY BE

7. LEGENDS FOR OVERHEAD HIGHWAY SIGNS SHALL BE APPLIED TO SIGN VIA SILK SCREEN OR DIRECT APPLY

TRAFFIC CONTROL DEVICES, CURRENT EDITION.

6. FOR DETAILS OF U.S. AND INTERSTATE SHIELDS AND ARROWS, REFER TO THE MANUAL ON UNIFORM

SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.

(VERY HIGH INTENSITY), REFLECTIVE SHEETING BACKGROUNDS WITH NO BORDERS. INTERSTATE SHIELDS

GEORGIA SHIELD LEGENDS SHALL BE BLACK NUMERALS AND LETTERS SILK SCREENED ON WHITE, TYPE 9

5. SHIELDS SHALL BE 0.08 INCH ALUMINUM OF THE SIZE AND SHAPE SPECIFIED IN THE PLANS. U.S. AND

SHEETING LETTERS, NUMERALS, SYMBOLS, AND BORDERS ON 0.032 INCH ALUMINUM CUTOUTS.

4. LEGENDS FOR SPECIAL ROADSIDE SIGNS SHALL BE WHITE, TYPE II (VERY HIGH INTENSITY), REFLECTIVE

(VERY HIGH INTENSITY), REFLECTIVE SHEETING, UNLESS SPECIFIED OTHERWISE IN THE PLANS.

3. BACKGROUND FOR SPECIAL ROADSIDE SIGNS SHALL BE STANDARD INTERSTATE GREEN, TYPE 9

2. SPECIAL ROADSIDE SIGNS SHALL BE FABRICATED USING ALUMINUM BOLTED EXTRUDED PANELS.

GEORGIA STANDARD SPECIFICATIONS AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND ALL SUPPLEMENTS THERETO, AS WELL AS TO THE

1. SPECIAL ROADSIDE SIGNS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM

THESE POSTS IN ANY WAY WITHOUT APPROVAL FROM THE DISTRICT OFFICE OF TRAFFIC OPERATIONS.

20. BREAK-AWAY POSTS MARKED WITH AN (*) ARE SPECIAL DESIGN. THE CONTRACTOR SHALL NOT CHANGE

THE COST FOR THIS WORK SHALL BE INCLUDED IN THE OVERALL PRICE BID FOR THE PROJECT.

DISTANCE SHALL BE IN ACCORDANCE WITH SECTION 201 OF THE GEORGIA STANDARD SPECIFICATIONS.

A MINIMUM SIGHT DISTANCE OF 1000 FEET. CLEARING OF OBSTACLES TO OBTAIN THE MINIMUM SIGHT

19. THE CONTRACTOR SHALL ENSURE THAT ALL SPECIAL ROADSIDE SIGNS INSTALLED BY THIS PROJECT HAVE

GUARD RAIL.

18. THE NEAR EDGE OF SIGNS ERECTED BEHIND GUARD RAIL SHALL BE 6 FEET BEHIND THE FACE OF THE

ON GEORGIA STANDARD 9054A.

OF FURNISHING AND PLACING REINFORCEMENT STEEL AND STUB POSTS AS SHOWN IN THE FOOTING DETAILS

17. FOR BREAK-AWAY POSTS THE CONTRACT BID PRICE FOR CLASS "A" CONCRETE SHALL INCLUDE THE COST

COMPLETION OF GALVANIZING.

16. GALVANIZED STEEL I-BEAMS SHALL HAVE ALL IDENTIFICATION NUMBERS RE-ESTABLISHED AFTER

9054B, AND 9054C.

DETAILS FOR SPECIAL ROADSIDE SIGNS WITH BREAK-AWAY POSTS, REFER TO GEORGIA STANDARDS 9054A, ACCORDING TO GEORGIA STANDARDS PRIOR TO ORDERING MATERIALS. FOR ERECTION AND FOUNDATION

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE CORRECT LENGTHS AND SIZES

15. POST LENGTHS, POST SIZES, AND FOOTING SIZES FOR SPECIAL ROADSIDE SIGNS ARE ESTIMATED, ONLY.

MAINTAINED.

AND MAINLINE PAVED SHOULDERS TO THE RIGHT AND LEFT EDGES OF THE SIGN, RESPECTIVELY SHALL BE

THE PHYSICAL NOSE OF THE RAMP. A MINIMUM CLEARANCE OF 2 FEET FROM THE EDGES OF THE RAMP

14. EXIT GORE SIGNS SHALL BE ERECTED WITHIN A RANGE OF 25 FEET MINIMUM TO 100 FEET MAXIMUM FROM

GENERAL NOTES - SPECIAL ROADSIDE SIGNS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

SmithRya

GPLOT-ORD

11:31:47 AM

0003-_04

GADOT

LOWNDES

GADOT

LOWNDES

H. PAVEMENT REINFORCING FABRIC

G. MILL 3.5 INCHES

F. RECYCLED ASPH CONC LEVELING, INCL BITUM MATL AND H LIME

B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY

A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY

MILL AND OVERLAY SECTION (EXISTING PAVEMENT):

D. GR AGGR BASE CRS, 8 INCH, INCL MATL

C. RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR 2, INCLUDE BITUM MATL & H LIME, 330 LB/SY

B. RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCLUDE BITUM MATL & H LIME, 220 LB/SY

A. RECYCLED ASPH CONC 12.5 MM SUPERPAVE. GP 2 ONLY. INCLUDE BITUM MATL & H LIME 165 LB/SY

MAINLINE PAVEMENT:

NOT TO SCALENOT TO SCALE

SLOPE : SEE ROADWAY PLANS FOR SUPERELEVATION RATES AND TRANSITIONS.

DATA. LOCATIONS OF NORMAL CROWN & FULL S.E. NOTED ON CONSTR CENTERLINE.

NOTE: FOR METHOD OF SUPERELEVATION SEE CONSTR PLAN & PROFILE SHEETS-CURVE

SEE PLAN SHEETS.

EXISTING GROUND.

SHOULDER MAY BE GRADED AWAY FROM ROADWAY TO FACILITATE THE SLOPE TIE TO

MILL AND INLAY STA 101+44.87-124+66.48

Profile Grade

CL

9'-0"

2%

5'-0" 1'-6"

2:1 MAX

11'-0"11'-0"

Travel Lane

2'-6"

Sidewalk

Shoulder

2:

MAX

SUPER ELEVATED SECTION

SLOPE = RATE OF S.E.

Existing Lane

11'-0"

Widening

11'-0"

Travel Lane

SEE PLANS

Paved Shoulder

Remove Existing

2'-6"

Profile Grade

CL

2% 2%

9'-0"

2%

5'-0" 1'-6"

2:1 MAX

2:

MAX

11'-0"11'-0"

Travel Lane Travel Lane

2'-6"

Sidewalk

Shoulder

TANGENT SECTION

Existing Lane

11'-0"

11'-0"

Widening

Existing Lane

Paved Shoulder

Remove Existing Paved Shoulder

Remove Existing

2'-6"

2%

5'-0"

2'-6"

6"

Shoulder

2:

MAX

2:1 MAX

2'-6"

2%

5'-0"

2'-6"

Shoulder

2:

MAX

2:1 MAX

2'-6"

6"

4/17/2026

CruzBarcenasL

GPLOT-ORD

_05.dgn

4:18:46 PM

Paved Shoulder

Remove Existing

Travel Lane

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

CruzBarcenasL

GPLOT-ORD

_05.dgn

4:18:46 PM

0001-_05

TYPICAL SECTIONS

A

B

F

G

A

B

C

D

A

B

F

G

A

B

C

DD H

MILL/INLAY CONSTRUCTION

MILL/INLAY CONSTRUCTION

SUMMARY OF QUANTITIES

ROADWAY PAVING ITEMS

TON TON TON TON GAL SY SY

M A

T L

H

L

IM

E S

U P

E R

P A

V E

G

P O

N L

Y

IN

C L

B

IT

U M

R E

C Y

C L

E D

A S

P H

C O

N C

.5

M M

B

IT

U M

M A

T L

H

L

IM

E S

U P

E R

P A

V E

G

P

O R

IN

C

L R

E C

Y C

L E

D A

S P

H C

O N

C

M

M

B

IT

U M

M A

T L

H

L

IM

E S

U P

E R

P A

V E

G

P

O

R

IN

C L

R E

C Y

C L

E D

A S

P H

C O

N C

M M

IN

C

L B

IT

U

M M

A T

L

H L

IM

E

R E

C Y

C L

E D

A S

P H

C O

N C

L E

V E

L

IN

G -1

T A

C K

C O

A T

/2 I

N D

E P

T H

M

IL

L A

S P

H C

O N

C P

V M

T

IN

C

L M

A T

L G

R A

G G

R B

A S

E C

R S

I

N C

H

ROADWAY LOCATION

TOTALS 111

LIN FT TP 1* TP 9+LOCATION & SIDE

ANCHORAGES

GUARDRAIL

TP 5

GUARDRAIL "W" BEAM

* QUANTITY INCLUDED IN CLASS B CONCRETE QUANTITIES.

** CONCRETE/ASPHALT DEMOLITION QUANTITIES TO BE INCLUDED IN GRADING COMPLETE.

IN

C

L L

A Y

O U

T A

N D

S A

W C

U T

D E

M O

L

IT

IO

N

A S

P H

A L

T P

A V

E M

E N

T

SY

LUMP SUM

TRAFFIC CONTROL

FIELD ENGINEER'S OFFICE- TYPE

TOTAL 1 EACH

GPS DATA COLLECTION & SUBMITTAL

LUMP SUM

AGGREGATE SURFACE COURSE

TOTAL 150 TONS

PVMT REF FAB STRIPS, TP2, 18 IN W

TOTAL 6700 LF

GRADING COMPLETE

LUMP SUM

BARRIER FENCE (ORANGE), 4 FT

TOTAL 250 LF

RIGHT OF WAY MARKERS

TOTAL 47 EACH

CLASS "B" CONCRETE

TOTAL 228 CY

6" X 30" TYPE 2, STD 9032-B

CONCRETE CURB & GUTTER

TOTAL 4842 LF

CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3

TOTAL 2 EACH

SOD

TOTAL 9680 SY

FLOWABLE FILL

TOTAL 35 CY

AS DIRECTED

TOTAL

CURTIS PARKWAY

LAUREL CREEK RD (SW)

LAUREL CREEK RD (SE)

PRIVATE DR (PARCEL 1 SW)

PRIVATE DR (PARCEL 2 SE)

PRIVATE DRIVE 1 (PARCEL 22 SE)

PRIVATE DRIVE 2 (PARCEL 22 SE)

PROFESSIONAL CT

DOGWOOD DR (SE)

781.99

8.14

32.77

12.60

14.04

7.61

29.17

10.64

1042.65

10.86

43.69

16.80

18.72

10.15

38.90

14.18

1563.97

16.28

65.54

25.21

28.08

15.22

58.34

21.28

3551.59

20.43

43.51

188.34

46.49

47.54

63.89

81.78

153.92

7151.72

98.69

397.19

0.00

153.51

69.92

352.98

82.96

0.00

474.41

2.00

55.00

0.00

0.00

0.00

46.49

0.00

2140.66

23.82

88.14

37.67

40.00

23.49

83.37

32.95

30.78

DOGWOOD DR (NE)

PRIVATE DR (PARCEL 6 SW)

PRIVATE DR 1 (PARCEL 7 SW)

319.360.00

21.77

163.36

137.47

SUB-TOTAL

0.11

0.00

0.00

66.58

0.00

0.00

17.67

32.67

27.49

450.00

PRIVATE DR 2 (PARCEL 7 SW) 0.0080.330.0016.07

11.63

21.90

18.16

10.73

0.00

450.00

5.81

10.95

9.08

5.36

928.17

5.83

934.00

7.75

14.60

12.11

7.15

1237.56

5.44

1243.00

1856.34

6.66

1863.00

2594.79

5.21

2600.00

8373.55

2.45

8376.00

4600.42

5.58

4606.00

897.87

2.13

900.00**

RIPRAP (TYPE III), INCLUDING FILTER FABRIC

TOTAL 25 SY

STA 102+80 - 103+91 1

ROCK EXCAVATION

TOTAL 300 CY

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

7/21/2026

HusseyJ

GPLOT-ORD

_06.dgn

11:12:23 AM

0001-_06

550-5180 550-5240 550-5300

(LIN FT)

CLASS III

18 IN,

STORM DRAIN PIPE,

(LIN FT)

CLASS III

24 IN,

STORM DRAIN PIPE,

(LIN FT)

CLASS III

30 IN,

STORM DRAIN PIPE,

A-17

A-17.1

A-16

STRUCTURE NUMBER

A-21

A-20

A-19

A-18.1

668-1100 668-1110 668-2100 668-2110

(EA)

CATCH BASIN, GP 1

(LIN FT)

ADDL DEPTH

CATCH BASIN, GP 1,

(EA)

DROP INLET, GP 1

(LIN FT)

ADDL DEPTH

DROP INLET, GP 1,

500-3800

(CU YD)

INCL REINF STEEL

CLASS A CONCRETE,

STATION OFFSET

A-18

0+23.96 14.14

A-10.2

A-10.1.1

A-10.1

A-15.4

A-15.3

A-15.2

A-15.1.1

A-15.1

A-15

A-14.3

A-14.2

A-14.1

A-14

A-13.1

A-13

A-12

A-11

A-6

A-5

A-4.3

A-10

A-9

A-8

A-7.2

A-7.1

A-7

A-4.2

A-4.1

A-4

A-3

A-2

A-1

(EA)

MANHOLE, TP 1

STORM SEWER

(LIN FT)

ADDL DEPTH, CL 1

MANHOLE, TP 1,

STORM SEWER

668-4311668-4300 668-4400

(EA)

MANHOLE, TP 2

STORM SEWER

668-4411

(LIN FT)

ADDL DEPTH, CL 1

MANHOLE, TP 2,

STORM SEWER

SUMMARY OF ROADWAY DRAINAGE

38.43

36.16

298.49

41.00

210.66

41.00

156.24

40.38

27.00

53.47

41.00

22.21

18.74

27.02

40.45

23.49

38.81

34.70

71.40

59.10

78.25

41.95

61.83

60.70

264.19

63.22

81.90

30.05

46.18

114.54

118.98

65.99

65.83

56.25

92.21

78.16

297.81

58.00

22.12

B-2.3

B-2.2

B-2.1

B-2.D

B-2.C

B-2.B.1

B-2.B

B-2.A

B-2

TOTAL

AS DIRECTED

SUB-TOTAL

2.32

45.98

27.00

27.63

62.87

72.73

55.44

65.00

59.51

2.24

2.87

2.39

2.61

5.46

5.83

7.62

0.20

1.49

3.38

2.82

1.10

0.86

2.10

2.73

2.96

7.26

1978.65

133.35

2112.00

999.34

48.66

1048.00

456.09

15.91

472.00

32.26

4.74

37.00

14.68

4.32

19.00

10.22

0.78

11.00

8.22

0.78

2.32

0.68

3.00

124+22.00 -23.66

124+22.00 12.50

121+24.00 -26.00

121+24.00 15.00

119+14.00 -26.00

119+14.00 15.00

117+60.00 36.00

0+49.00 -13.50

13.500+49.00

-26.00117+20.00

12.50116+98.00

15.00117+20.00

33.74117+20.00

0+18.01 13.50

0+18.02 -13.52

114+62.00 -26.00

114+62.00 37.22

113+75.00 14.30

113+84.00 36.00

10+11.00 22.90

10+12.07 -23.26

112+40.00 -26.00

112+20.08 -54.94

112+00.00 -26.00

112+00.00 45.40

110+80.00 39.53

110+12.00 32.63

110+00.00 -50.02

109+44.00 -49.96

109+44.00 28.28

108+86.00 26.69

107+91.00 25.53

106+09.87 -49.49

106+51.81 -50.24

-34.70107+11.00

26.00107+11.00

22.64104+14.00

28.89103+56.33

51.20103+56.80

104+14.00 -26.00

30+00.42 -13.50

30+00.42 13.50

10+01.53 22.92

102+10.00 46.73

10+60.37 -15.69

102+10.00 -26.00

102+75.00 -26.00

103+32.95 -41.20 1 8.22

207-0203

(CU YD)

TYPE II

BACKFILL MAT'L,

FOUNDATION

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

6/30/2026

HusseyJ

GPLOT-ORD

2:08:25 PM

0002-_06

LF

TEMPORARY EROSION CONTROL

LOCATION

T E

M

PO

R A

R Y

G R

A

SS

IN

G

M U

LC

H

S

IL

T F

E N

C E

T Y

P E

A C

O N

ST

R

U C

T

R E

M O

V E

M A

IN

T

E N

A C

E S

IL

T

F E

N C

E T

Y P

E C

M A

IN

T

E N

A C

E S

IL

T

F E

N C

E T

Y P

E A

S

IL

T F

E N

C E

T Y

P E

C C

O N

ST

R

U C

T

R E

M O

V E

R

IP

R A

P C

H E

C K

D A

M C

O N

ST

R

U C

T

R E

M O

V E

R

IP

R A

P C

H E

C K

D A

M M

A

IN

T E

N A

N C

E

IN

L

E T

S E

D T

R A

P C

O N

ST

R

U C

T

R E

M O

V E

IN

L

E T

S E

D T

R A

P M

A

IN

T E

N A

N C

E

CURTIS PKWY

ACRE TON LF LF LF LF EA EA EA EA

PERMANENT EROSION CONTROL

LOCATION

PE

R

M G

R A

SS

IN

G

A G

R

IC

U L

T U

R A

L L

IM

E

M

IX

E D

G R

A D

F E

R T

IL

IZ

E R

N

IT

R O

G E

N C

O N

T E

N T

F E

R T

IL

IZ

E R

M A

T S

S

L O

P E

S

E R

O

SI

O N

C O

N T

R O

L

CURTIS PKWY

ACRE TON TON LB SY

C O

N S

T R

U C

T

IO

N E

X

IT

M A

IN

T

E N

A N

C E

C O

N S

T R

U C

T

IO

N E

X

IT

LOCATION

AREA (SF)

(SF)

AREA TOTAL

TOTAL (LF)

POST LENGTH

HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11

ITEMS UNIT

THERMOPLASTIC SOLID TRAFFIC STRIPE, 12 IN. WHITE HATCH

PAVEMENT MARKING QUANTITES

LF

LF

LF

EA

THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN. DOUBLE YELLOW

THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN. WHITE

THERMOPLASTIC SOLID TRAFFIC STRIPE, 24 IN. WHITE

TOTAL

4591 2296 350 4 4175

EA EA

18 18 43 433.00 6.00

3.00 3.60 0.60 150 2600

STA.TO STA.

SIDE

1.5 FT DEPTH

MATTING. TP 1,

TURF REINFORCING

DITCH PROTECTION

LOCATION

SQ.YD.

108+35 TO 112+20

111+56 TO 113+50

113+84 TO 116+36

116+86 TO 121+75

RT

RT

RT

LT

341.33

176.89

243.56

446.23

TOTAL 1208.01

TOTALS

STATION

STATION

TO

S

ID

E

FENCE SUMMARY

SIGN CODE

R2-1 (30x36)

W3-1 (36)

R1-1 (36)

R1-2A (30)

THERMOPLASTIC SOLID PAVEMENT MARKING, ARROW, TYPE2 WHITE RIGHT EA 16

THERMOPLASTIC SOLID TRAFFIC STRIPE, 12 IN. YELLOW HATCH

THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN. WHITE 6' DASH, 10' SKIP

310LF

215LF

RAISED PVMT MARKERS, TP 1, YELLOW EA 80

QTY

QTY

9 2 18 18

8 2 16 18

CURTIS PARKWAY

3 1 3 9

91 99

122+46-125+16 LT 300

LF

WATER QUALITY INSPECTIONS

TOTAL 12 EACH

WATER QUALITY MONITORING & SAMPLING

TOTAL 4 EACH

EA

R O

C K

F

IL

T E

R D

A M

C O

N

ST

R U

C T

R

E M

O V

E

R O

C K

F

IL

T E

R D

A M

M A

IN

T

E N

A N

C E

EA

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

7/7/2026

HusseyJ

GPLOT-ORD

9:32:36 AM

0003-_06

BEGIN PROJECT

CURTIS PARKWAY STA 101+00

N:1635967.83

E:2067857.79

END CONSTRUCTION

CURTIS PARKWAY STA 124+66.48

N:1638319.60

E:2068014.92

BEGIN CONSTRUCTION

CURTIS PARKWAY STA 101+44.87

END PROJECT

CURTIS PARKWAY STA 125+50.00

STA 101+44.87 CURTIS PARKWAY

LAUREL CREEK RD SE STA 10+93.50

LIMIT OF CONSTRUCTION

STA 10+00

LIMIT OF CONSTRUCTION

COMMERCIAL DRIVE NO. 1 STA 10+21.02

LIMIT OF CONSTRUCTION

LAUREL CREEK RD SW STA 10+59.17

LIMIT OF CONSTRUCTION

COMMERCIAL DRIVE NO.2 STA 10+32.60

LIMIT OF CONSTRUCTION

PROFESSIONAL CT STA 10+51.51

LIMIT OF CONSTRUCTION

COMMERCIAL DR NO. 3 STA 10+10.01

LIMIT OF CONSTRUCTION

DOGWOOD DR SE STA 10+33.27

LIMIT OF CONSTRUCTION

DOGWOOD DR NE STA 10+35.95

CURTIS PARKWAY STA 124+66.48

DOGWOOD DR NE STA 10+87.13

CURTIS PARKWAY STA 116+56.41

DOGWOOD DR SE STA 10+83.33

CURTIS PARKWAY STA 113+31.55

COMMERCIAL DR NO. 3 STA 10+60.05

CURTIS PARKWAY STA 109+72.53

PROFESSIONAL CT STA 10+00.88

CURTIS PARKWAY STA107+58.31

COMMERCAIL DRIVE NO. 2 STA 10+82.61

CURTIS PARKWAY STA 106+37.03

COMMERCIAL DRIVE NO. 1 STA 10+72.52

SCALE IN FEET

0 100

CURVE# 3

PI 112+33.05

N 1,637,098.2620

E 2,067,972.2698

¬ 07°34'15.0" (LT)

D 06°32'59.07"

T 57.88'

L 115.59'

R 874.78'

E 1.91' ed 4.40%

D.S.35 mph

CURVE# 4

PI 114+82.78

N 1,637,336.4874

E 2,068,047.7590

¬ 16°33'48.8" (LT)

D 09°17'05.60"

T 89.82'

L 178.39'

R 617.09'

E 6.50' ed 5.20%

D.S. 35 mph

CURVE# 05

PI 119+42.86

N 1,637,797.4999

E 2,068,064.7312

¬ 07°28'13.2" (LT)

D 01°13'40.44"

T 304.62'

L 608.38'

R 4666.17'

E 9.93' ed NC %

D.S. 35 mph

CURVE# 1

PI 107+12.41

N 1,636,598.0139

E 2,067,848.6285

¬ 02°07'14.5" (RT)

D 04°54'15.97"

T 21.62'

L 43.24'

R 1168.24'

E 0.20' ed 3.33%

D.S. 35 mph

N00°47'14 .1"W

N02°11' 38.8"W

N02°19' 54.7"W N01°11'58.9"E

N01°56' 16.9"W

N00°57'40.8"E

N21°21'17.4"E

N17°40'06.8"E N02°32'35.5"E

N05° 44'4

9.2" W

N00°31'33.3"E N00°45'08.1"E P

C

P T

P C

P T

P C

P T

P C

P T

P C

P T

CURVE# 2

PI 108+96.34

N 1,636,781.8542

E 2,067,854.0958

¬ 15°07'02.6" (RT)

D 06°22'03.31"

T 119.40'

L 237.41'

R 899.80'

E 7.89' ed 4.40%

D.S. 35 mph

P I

P I

P I

P I

P I

N '1

.1

W

N

'4

.5

W

N

W

POB 10+00.00

POE 10+82.61

S

E S

E

S

E

POB 10+00.00

POE 11+00.88

11+00

N

W

POB 1

0+00

.00

POE 1

0+60 .05

S

W

POB 10+00.00

POE 10+83.33

10+00

N

W S

W S

W

POB 10+00.00

POE 10+87.13

10+00

N

E

10+00.0

10+41.81

PI 10+20.92

POB 10+00.0

POE 11+14.68

10+00

11+00

S

W

POE 10+93.50

N

E

POB 10+00.00

POE 10+72.52

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

CruzBarcenasL

GPLOT-ORD

_11.dgn

10:07:43 AM

0001-11

CONSTRUCTION LAYOUT

STA: 103+84.29

OFF: 50.00' Lt.

STA: 105+88.71

OFF: 50.00' Lt.

STA: 105+88.98

OFF: 60.00' Lt.

STA: 101+43.96

OFF: 87.04' Rt.

STA: 101+43.96

OFF: 100.00' Rt.

STA: 101+81.43

OFF: 100.00' Rt.

STA: 102+40.06

OFF: 49.92' Rt.

STA: 102+61.93

OFF: 50.00' Rt.

STA: 103+65.86

OFF: 70.00' Rt.

STA: 104+23.61

OFF: 70.00' Rt.

STA: 104+23.61

OFF: 50.00' Rt.

STA: 105+54.20

OFF: 50.00' Rt.

STA: 105+87.34

OFF: 50.02' Rt.

TYPE 12A TERM.

BEGIN W-BEAM

STA 103+00.00

TYPE I ANCHOR

END W-BEAM

STA 103+75.00

BEGIN TAPER

STA 105+87.94

BEGIN MILL & INLAY

STA 101+44.87

S T

A

O F

F

L t

S T

A

O F

F

STA: 103+65.01

OFF: 50.00' Rt.

STA: 103+36.90

OFF: 50.02' Lt.

LIMIT OF CONSTRUCTION

STA 10+22.52

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

R

R

R

B N

C

B N

C

E N

C

F L

A T

N

E

POB 0+00.00

POE 0+87.26

0+00

N

E

PC 10+00.00

PT 10+41.81

PI 10+20.92

POB 10+00.00

POE 11+14.68

10+00

11+00

POB 10+00.00

N

E

S

W

POE 10+93.50

10+00

N00°47'14.1"W N02°11'38.8"W N02°19'54.7"W N01°11'58.9"E

N01°56'16.9"W

P

B

.0

L A

U R E

E

K

A D

CURTIS PARKWAY

.8

.4

.5

.3

.4

.3

.4

.3

.2

.1

.1

.9

.6

.2

.1

.2

.4

.0

678.03

TAX PARCEL C51-134

D.B. 2056, P. 479

BODY SHOP TRAINING AND NUTRITIONAL, LLC

N/F

TAX PARCEL C68-003

P.B. 46, P. 235

D.B. 1404, P. 112

SEAN SAMPLES

N/F

TAX PARCEL C56A-027

P.B. 58, P. 34

D.B. 2608, P. 137

D.B. 2608, P. 132

EXCHANGE CALHOUN APARTMENTS, LLC

N/F

TAX PARCEL C53-093

D.B. XX, P. XX

BRENT STEPP CONST CO. INC.

N/F

T A

X P

A R

C E

L C

-0

H O

M E

O W

N E

R S A

S S

O C

IA

T

IO

N

V

IL

L A

G E

S O

F C

A L

H O

U N G

/F

TAX PARCEL C54-133

D.B. 1823, P. 277

OOTHCALOOGA RPTG-TK, LLC

N/F

.3

.2

.8

S

S N

24" CPP INV= 674.16

24" CMP INV= 674.09

18" CPP INV= 674.05

UNDER CONST

58' DIA

INLET NO TOP

INV= 674.18

18" CPP

24" CMP

P

INV= 670.30

24" CMP

INV= 666.99

W-HW/WW

72" CMP

H V

A C

H V

A C

M T

L /F

R B

L D

G

S

T

Y

W M

W M

W M

W V

W V

W V

W V (8

T E

L P

E D

C O

F D

C F

D C

V A

L V

E P

IT

G M

IP

F R 4 B

E N T

G V

E L

B X

IP

F R

P

IT

V A

L V

U

Y P

O L E

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

25 50 100

SCALE IN FEET

TO BE REMOVED

EXISTING SIDEWALK

TO BE REMOVED

EXISTING SIDEWALK

18"

B .3

B .2

B

B .1

B .B .1

B .B

B .C

B .D

18"

18"

30"

B .A

B

18"

30"

A

A

18"

A

A .3

REQ'D R/W REQ'D R/W

REQ'D R/W

DE98 DE

DE118

DE

DE4

DE3

DE28

DE

DE30

DE38

DE

D E

D E

DE

D E

D E

DE

D E

D E

D E

D E

D E

DE81

DE

DE117

DE2

DE127

DE223DE222DE221DE220

DE

DE200

DE

PERMANENT UTILITY EASEMENT

DE79 DE80

DE103

DE140

DE14

DE14

DE14

DE14

DE145

D

A

W I o

M A

T

H

I

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/29/2025

HusseyJ

GPLOT-ORD

_13.dgn

12:46:42 PM

0001-_13

MAINLINE PLAN

STA:

+51 .32

OFF:

60.

00' Lt

STA: 1

06+90.

OFF: 4

9.93 ' Rt

STA:

+31 .80

OFF:

50.

00' Rt

STA:

+77 .52

OFF:

50.

00' Rt

STA:

+12 .53

OFF:

50.

00' Rt

STA:

+97 .65

OFF:

50.

00' Rt

STA:

+97 .65

OFF:

60.

00' Rt

STA:

+76 .73

OFF:

60.

00' Rt

STA:

+33 .89

OFF:

60.

00' Rt

STA:

+33 .89

OFF:

50.

00' Rt

STA:

OFF:

END T

APER

STA 1

06+62

.09

BEGIN T

APER

STA 1

10+59

.46

END T

APER

STA 1

11+34

.94

LIMIT

OF C

ONSTRUCTION

STA 1

0+32

.60

STA 1

0+50

.88

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

STA: 111+46.17

OFF: 41.56' Lt.

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

R

R

R

R

R

E N

C

B F

S

E F

S

B F

S

E F

S

0 +

B N

C

F L

A T

R C

B F

S

E F

S

F

L A

T

R

C

B F

S

E F

S

B F

S

E F

S

R C

F L

A T

B N

C

B F

S

E F

S

N

W

N

W

N

W

POB 10+00.00

POE 10+82.61

S

E

S

E

S

E

POB 10+00.00

POE 11+00.88

11+00

10+00.00

10+60.05

N

E

POB 1

0+00

.00

POE 1

0+72

.52

N01 °56 '16

.9" W

N00° 57'4

0.8" E N21°21'17.4"E

P C

P T

P C

P T

P C

P I

P I

P I

0 1

P R

O F E S S I

O N

CURTIS PARKWAY

F F

.5

M T

L /F

R B

L D

G S

T

INV= 681.43

18" RCP

INV= 681.15

TOP= 684.45

MHST INV=680.82

18" CPP

INV= 684.78

INV= 684.88

18" C M P

INV= 685.79

INV= 689.16

W A

L L

" B

INV= 685.84

INV= 686.31

IP

F R

IP

F R

IP

F /2 " O

T P B

E N

T

M A

G N

A

IL

IP

F R

INV=680.61

24" CPP

TAX PARCEL C5

3-09

D.B.

XX, P.

XX

BRENT STEP

P CONST CO. IN

C.N/F

TAX PARCEL C53-041

P.B. 53, P. 17

D.B. 2359, P. 63

PROFESSIONAL BUILDING ASSOCIATES

N/F

TAX PARCEL C53-015

P.B. 53, P. 17

D.B. 706, P. 2

GORDON PARKWAY PROPERTIES, LLC

N/F

TAX PARCEL C68-004

75, P. 1570D.B.

8D.B. 2368, P. 9

D.B. 2368, P. 97

HERITAGE BAPTIST CHURCH OF CALHOUN, INC.

N/F

TAX PARCEL C6

8-00

P.B.

46, P . 235D.B.

4, P.

112SEAN SAMPLES

N/F

TAX PARCEL C6

8-00

P.B.

46, P . 235D.B.

4, P.

112SEAN SAMPLES

N/F

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

25 50 100

SCALE IN FEET

24"

18"

24"

24"

18"

24"

30"

18"

18"

24"

A

A .2

A .1

A

A 6 A

A .1

A .2

A

A

A

A .1

A .1.1

A

.2PERMANENT UTILITY EASEMENT

REQ'D R/W

DE85 DE86

DE109

DE110

DE119

DE120

DE121

DE122

DE

DE11

DE12

DE14

DE1

DE

DE32

DE39

DE45

DE61

D E

D E

D E

D E

D E

D E

D E

D E

D E

D E

D E

D E

DE88

D E

DE107

DE108

DE97

D E

DE78

DE82

DE83

DE105

DE87

DE77

DE84

DE131

DE

DE9

DE10

DE129

DE130

A

W I

M A

T

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

SmithRya

GPLOT-ORD

11:56:00 AM

0002-_13

STA: 11

2+90.7

OFF: 80

.00'

Lt.

STA: 11

4+46.7

OFF: 50

.00'

Lt.

STA: 11

5+71.3

OFF: 50

.00'

Lt.

STA: 11

2+90.4

OFF: 50

.00'

Rt.

STA: 11

2+90.3

OFF: 60

.00'

Rt.

STA: 11

3+71.3

OFF: 86

.92'

Rt.

STA: 11

3+71.4

OFF: 58

.37'

Rt.

STA: 11

3+95.5

OFF: 43

.60'

Rt.

STA: 11

6+17.1

OFF: 50

.00'

Rt.

STA: 11

6+17.1

OFF: 60

.00'

Rt.

STA: 11

6+50.1

OFF: 60

.00'

Rt.

STA: 11

6+99.4

OFF: 50

.00'

Rt.

LIMIT OF CONSTRUCTION

STA 9+59.1

LIMIT OF CONSTRUCTION

STA 10+33.2

STA: 11

6+50.0

OFF: 50

.00'

Rt.

STA: 11

4+68.5

OFF: 50

.00'

Rt.

STA: 11

5+70.8

OFF: 50

.00'

Rt.

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

STA: 11

6+35.6

OFF: 70

.98'

Rt.

R

R

R 2 '

R

E F

S

B F

S

E F

S

B N

C

E F

S

B F

S

0 +

E F

S

B N

C

N

W

POB 0+00.00

POE 0+50.01

0+00

S

E

POB 0+00.00

POE 0+70.54

0+00

N

W N

W N

W

POB 10+00.0

POE 10+60.0

S

W S

W S

W

POB 10+00.00

POE 10+83.33

10+00

N17°40'06.8"E

N02°32'3 5.5"E

P T

P C

P T

P C

P I

0 1

D O

G W

O

I

V E

S

O U T

H

CURTIS PARKWAY

" C

M P

/-INV= 685.79

INV= 689.16

W A

L L

" B

L L

" B

18" CMP

IN

V

.9

T

O P

.3

"X

C U

R B

IN

L E

T

18" CMP

IN

V

.0

T

O P

.2

"X

C U

R B

IN

L E

T

" C

P P

INV= 686.31

T O

P

.6

H

O M

E M

A D

E C

U R

B

IN

L E

T

IN

V

.4

IN

V

.9

" R

C P

IP

F R

IN

V

.8

W /F

E S

" C

M P

INV=680.61

24" CPP

IP

F 1/4" O

TP

IP

F R

TAX PARCEL C53-015

P.B. 53, P. 17

D.B. 706, P. 2

GORDON PARKWAY PROPERTIES, LLC

N/F

TAX PARCEL C53-0

14HUGHDON DAVIS

N/F

TAX PARCEL C53-0

14HUGHDON DAVIS

N/F

TAX PARCEL C68-004

75, P.

D.B.

D.B. 2368, P. 9

D.B. 2368, P. 97

HERITAGE BAPTIST CHURCH OF CALHOUN, INC.

N/F

TAX PARCEL C53-0

14BP.B. 54

, P. 102 D.B. 20

91, P. 4

77HAMILTON MEDICAL CENTER, INC.N/F

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

25 50 100

SCALE IN FEET

18"

18"

24"24"

18"

24"

24"

18"

18"

18"

A .2

A

A

A

A .1

A

A .3

A .2

A .1

A

A .1

A .1.1

A .2

A .3

A .4

A

REQ'D R/

W

REQ'D R/

W

DE90

DE100

DE111

DE121

DE122

DE123

DE124

DE

DE15

DE16

DE

DE21

DE22

DE49

DE50 DE51

DE58

DE

DE62

D E

D E

D E

D E 6D

E

D E

D E

D E

D E

D E

D E

DE89

DE101

DE12

DE132

DE133

DE134

DE135

DE148

DE1

DE15

DE151DE1

A

W I

M A

T

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/17/2026

SmithRya

GPLOT-ORD

12:02:29 PM

0003-_13

STA: 120+74.92

OFF: 50.00' Lt.

STA: 120+75.13

OFF: 55.00' Lt.

STA: 121+12.34

OFF: 55.00' Lt.

STA: 121+12.12

OFF: 50.00' Lt.

STA: 122+35.75

OFF: 50.00' Lt.

STA: 122+35.97

OFF: 55.01' Lt.

STA: 122+46.91

OFF: 55.00' Lt.

STA: 122+65.15

OFF: 55.00' Lt.

STA: 122+64.94

OFF: 50.00' Lt.

STA: 121+95.54OFF: 49.82' Rt.

STA: 124+37.31

OFF: 50.00' Rt.

END MILL & INLAY

STA 124+66.48

LIMIT OF CONSTRUCTIONSTA 10+36.89

(STATIONS 121+95.68 - 124+37.31)

MINIMIZE CLEARING

BUILDING NOT TO BE IMPACTED(PROTECT THROUGHOUT CONSTRUCTION)

STA: 121+95.68

OFF: 30.00' Rt.

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

S T

A

O F

F

R

N

E

POB 0+00.00

POE 0+72.53

0+00

N

W S

W S

W

POB 10+00.00

POE 10+87.13

10+00

N05°44'49.2"W

P T

P I

D O

G W

O

I

R T

H

CURTIS PARKWAY

.7

.6

.1

.1

.6

.8

.4

TAX PARCEL C53-014B

P.B. 54, P. 102

D.B. 2091, P. 477

HAMILTON MEDICAL CENTER, INC.

N/F

TAX PARCEL C67-009

P.B. 4, P. 44

D.B. 1054, P. 2

FAY BAKER

TEDDY RALPH BAKER & LOLA

N/F

TAX PARCEL C67-025

D.B. 205, P. 811

DONNA F. CAMPBELL

N/F

TAX PARCEL C53-014

HUGHDON DAVIS

N/F

.5

.4

.3

.5

TAX PARCEL C67-009

P.B. 4, P. 44

D.B. 1054, P. 2

FAY BAKER

TEDDY RALPH BAKER & LOLA

N/F

TAX PARCEL C53-014B

P.B. 54, P. 102

D.B. 2091, P. 477

HAMILTON MEDICAL CENTER, INC.

N/F

S N F F

.1

2 O U

T B

L D

G

M T

L B

L D

G W

IT

WOOD FENCE

A

R P

O R

T

H V

A C

B R

K B

L D

G

S

T

O D

E N F

E N

C E

IN

V

.2

T O

P

.8

"X

C U

R B

IN

L E

T

" R

C P

IN

V

.0

T O

P

.0

"X

C U

R B

IN

L E

T

IN

V

.5

" R

" R

IN

.2

T O

P

.9

"X

C U

R B

IN

L E

T

IN

V

.1

T O

P

.8

"X

C U

R B

IN

L E

T

" R

C P

IN

L E

T

" H

O L

" C

P P

W M

W M

IP

F R

4 B E N T

F F .5

G M

IP

F /2 " O

T P B

E N T

S A

T D

S H

IP

F /2 " O

T P B

E N T

IP

F /2 " C

H A

N N

E L

IR

O N B

E N

T

25 50 100

SCALE IN FEET

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

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

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

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

18"

18"

A

A .1

A

A .1

A

A

A

REQ'D R/W

REQ'D R/W

REQ'D R/W

REQ'D R/W

DE

DE

DE

DE

DE

D E

DE113 DE114 DE115DE25

D E

DE

DE63

DE

66 DE

D E

D E

D E

D E 2 D E

D E

DE112

DE136

DE13

DE14

DE147

DE13

DE139

A

W I

M A

T

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

12/29/2025

HusseyJ

GPLOT-ORD

1:12:14 PM

0004-_13

99+00 100+00 100+00 101+00 102+00 103+00 104+00 105+00

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

.8

.4

.0

.5

.2

.3

.6

.7

.9

.4

.7

-0.8888% 0.5877%

P

C

P V

T

V

L

150.00' VC

K = 101.59

DS = 35 mph

P V

I

105+00 106+00 107+00 108+00 109+00 110+00 111+00

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

.7

.0

.4

.8

.1

.6

.7

.8

.0

.0

.1

.6

.8

0.5877%

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/16/2026

CruzBarcenasL

GPLOT-ORD

_15.dgn

5:02:00 PM

0001-15

MAINLINE PROFILE

STA 101+44.87

BEGIN CONSTRUCTION

111+00 112+00 113+00 114+00 115+00 116+00 117+00

670 670

675 675

680 680

685 685

690 690

695 695

700 700

705 705

.8

.6

.8

.1

.3

.2

.9

.4

.6

.3

.5

.5

.6

0.5877%

1.6783%

0.5663%

P V

I

P

C

P V

T

P V

C

P V

T

150.00' VC

K = 137.54

DS = 35 mph

200.00' VC

K = 179.85

DS = 35 mph

117+00 118+00 119+00 120+00 121+00 122+00 123+00

680 680

685 685

690 690

695 695

700 700

705 705

710 710

715 715

.6

.5

.4

.9

.8

.5

.0

.2

.0

.1

.5

.5

.6

0.5663%

1.8012%

P

C

P V

T

150.00' VC

K = 121.46

DS = 35 mph

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/16/2026

CruzBarcenasL

GPLOT-ORD

5:03:09 PM

0002-15

123+00 124+00 125+00 126+00

680 680

685 685

690 690

695 695

700 700

705 705

710 710

715 715

720 720

.6

.2

.6

.8

.5

.9

.8

1.8012% -2.3927%

P V

I

P

V I P V

C

P V

T

P V

C

V H

I G

H

200.00' VC

K = 47.69

DS = 35 mph

150.00' VC

K = 49.64

DS = 35 mph

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

4/16/2026

CruzBarcenasL

GPLOT-ORD

5:14:51 PM

0003-15

STA 124+66.48

END CONSTRUCTION

24" CPP INV= 674.1

624" CMP INV= 674.0

918" CPP INV= 674.0

5UNDER CONST58' DIA

INLET NO TOP

INV= 674.1

18" CPP

24" CMP

INV= 670.3

24" CMP

INV= 666.9

W-HW/WW

72" CMP

IN

V

.1

" C

M P

INV= 681.43

18" RCP

INV= 681.15

TOP= 684.45

MHST

INV=680.82

18" CPP

INV= 684.78

INV= 684.88

" C

M P

/-INV= 685.79

INV= 689.16

W A

L L

" B

L L

" B

18" CMP

IN

V

.9

T

O P

.3

"X

C U

R B

IN

L E

T

18" CMP

IN

V

.0

T

O P

.2

"X

C U

R B

IN

L E

T

" C

P P

INV= 686.31

T O

P

.6

H

O M

E M

A D

E C

U R

B

IN

L E

T

IN

V

.8

W /F

E S

" C

M P

INV=680.61

24" CPP

A22

A25

A24A26

A23

A27

A31

A30

A29 A28

A34 A35

A34

A37

A36

A33

A32

A38

A34

A39

A40

A40

A42

A43

A41

A44

A45

A46

A46

A47

A48

A49

A50 A51

A52

A53

A54

A56

A57

A55

A33

24"

18"

24"

18"

24"

18"

24"

30"

18" 18"

18"

18"

24"

24"

30"

30"

18"

BEGIN CONSTRUCTION

STA 101+45

BEGIN PROJECT

STA 101+00

100 200

SCALE IN FEET

0 50

N

E

0+00.

POB

0+87.

POE

0+00

S

E

0+00.00

POB

0+70.54

POE

10+00.00

POB

10+82.61

POE

10+00.00

POB

11+00.88

POE

11+00

10+00.

POB

10+60.

POE

10+00 .00

PC

10+41.8

PT

10+20.

PI

10+00 .00

POB

11+14.6

POE

10+00

11+00

10+00.00

POB

10+00.0

POB

10+72.5

POE

10+93.50

POE

10+00

L A

U R

E

A D

P R

O F E S S I

O N

CURTIS P

ARKWAY

CURTIS PARKWAY

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/6/2026

HusseyJ

GPLOT-ORD

_21.dgn

11:41:24 AM

0001-_21

1234567

DRAINAGE AREA MAP

.4

IN

V

.9

" R

C P

IN

V

.2

T O

P

.8

"X

C U

R B

IN

L E

T

" R

C P

IN

V

.0

T O

P

"X

C U

R B

IN

L E

T

IN

V

.5

" R

" R

.2

T O

P

.9

"X

C U

R B

IN

L E

T

IN

V

.1

T O

P

.8

"X

C U

R B

IN

L E

T

" R

C P

IN

L E

T

" H

O L

" C

P P

A1

A3

A2

A4 A5

A6

A7

A8

A8

A9

A10

A11

A11

A12

A13

A8

A14

A15

A15

A17

A18

A16

18"

18"

18"

18"

24"

18"

18"

18"

END CONSTRUCTION

STA 124+65

END PROJECT

STA 125+50

100 200

SCALE IN FEET

0 50

N

E

0+00.00POB

0+72.53POE

0+00

N

W

0+00.00 POB

0+50.01 POE

0+00

10+00.00 POB

10+83.33 POE

10+00

10+00.00 POB

10+87.13 POE

10+00

D O

G W

O

I

V E

S

O U T

H

D O

G W

O

I

R T

H

CURTIS PARKWAY

CURTIS PARKWAY

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/6/2026

HusseyJ

GPLOT-ORD

11:44:17 AM

0002-_21

1234567

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/6/2026

HusseyJ

GPLOT-ORD

11:38:41 AM

0003-21

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

D

S T

A

O F

F

R

T

T O

I N

H

A D

D 'L

H

A-3

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

D

A-4 A-5

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

D

A-6

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

INV OUT = 674.99

INV IN = 675.56

CLASS III

56.25' - 24" STORM DRAIN

1.0133%

INV OUT = 674.06

INV IN = 674.99

CLASS III

92.21' - 24" STORM DRAIN

1.0086%

INV OUT = 669.17

INV IN = 669.75

CLASS III

58.00' - 30" STORM DRAIN

1.0000%

INV OUT = 672.77

INV IN = 673.56

CLASS III

78.16' - 30" STORM DRAIN

1.0108%

INV OUT = 669.75

INV IN = 672.77

CLASS III

297.81' - 30" STORM DRAIN

1.0141%

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

A

A-2

INV OUT = 668.94

INV IN = 669.17

CLASS III

22.12' - 30" STORM DRAIN

1.0400%

H

I N

T O

O F

F

R

T

S T

A

A-1

AREA = 11 SY

3DO = 7.5 FT

W = 12.28 FT

LA = 9.78 FT

V10 = 7.65 FPS

GA STD. DETAIL D55

TYPE III RIPRAP

0+00 1+00 2+00 3+00 4+00 5+00

630 630

635 635

640 640

645 645

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

705 705

710 710

.9

.8

.2

.4

.6

.8

.1

.2

.2

.1

.7

.9

A-7

A D

D 'L

H

H

I N

O F

F

R

T

S T

A

S

A-8

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A-9

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A-10

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A D

D 'L

H

H

I N

T O

O F

F

L

T

S T

A

E

A-11

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

E

A-12

A-13

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A-14

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

INV OUT = 681.40

INV IN = 682.22

CLASS III

81.90' - 24" STORM DRAIN

1.0012%

INV OUT = 681.09

INV IN = 681.40

CLASS III

30.05' - 24" STORM DRAIN

1.0318%

INV OUT = 680.62

INV IN = 681.09

CLASS III

46.18' - 24" STORM DRAIN

1.0178%

INV OUT = 679.47

INV IN = 680.62

CLASS III

114.54' - 24" STORM DRAIN

1.0040%

INV OUT = 676.88

INV IN = 678.07

CLASS III

118.98' - 24" STORM DRAIN

1.0001%

INV OUT = 676.22

INV IN = 676.88

CLASS III

65.99' - 24" STORM DRAIN

1.0002%

INV OUT = 675.56

INV IN = 676.22

CLASS III

65.83' - 24" STORM DRAIN

1.0026%

INV OUT = 674.99

INV IN = 675.56

CLASS III

56.25' - 24" STORM DRAIN

1.0133%

6+00 7+00 8+00 9+00 10+00 11+00

640 640

645 645

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

705 705

710 710

715 715

720 720

.7

.5

.2

.0

.7

.2

.5

.6

.4

.8

.6

.8

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/7/2026

HusseyJ

GPLOT-ORD

DRNG.dgn

10:23:57 AM

0001-22

DRAINAGE PROFILES

DRNG_P_Storm Drain Pipe50 - PROFILE A-21 TO A-3

DRNG_P_Storm Drain Pipe50 - PROFILE A-21 TO A-4

1" = 10'

VERTICAL

1" = 40'

HORIZONTAL

A-15

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A-16

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

S

A-17

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

D

INV OUT = 690.21

INV IN = 693.39

CLASS III

210.66' - 18" STORM DRAIN

1.5095%

INV OUT = 686.47

INV IN = 690.21

CLASS III

156.24' - 18" STORM DRAIN

2.3938%

INV OUT = 685.96

INV IN = 686.47

CLASS III

40.38' - 18" STORM DRAIN

1.2630%

INV OUT = 682.22

INV IN = 685.46

CLASS III

264.19' - 24" STORM DRAIN

1.2264%

12+00 13+00 14+00 15+00 16+00 17+00

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

705 705

710 710

715 715

720 720

725 725

730 730

.6

.9

.5

.4

.3

.8

.1

.9

.4

.8

.4

.9

A-18

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

D

A D

D 'L

H

H

I N

T O

O F

F

R

T

S T

A

E

A-19

A D

D 'L

H

H

I N

T O

O F

F

L

T

S T

A

E

A-20

H

I N

T O

O F

F

R

T

S T

A

E

A-21

INV OUT = 697.25

INV IN = 697.94

CLASS III

38.43' - 18" STORM DRAIN

1.7955%

INV OUT = 696.88

INV IN = 697.25

CLASS III

36.16' - 18" STORM DRAIN

1.0232%

INV OUT = 693.39

INV IN = 696.88

CLASS III

298.49' - 18" STORM DRAIN

1.1692%

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

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

705 705

710 710

715 715

720 720

725 725

730 730

735 735

.7

.1

.6

.9

.2

.7

.1

.9

.6

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/7/2026

HusseyJ

GPLOT-ORD

10:22:27 AM

0002-22

DRAINAGE PROFILES

DRAINAGE PROFILES

22-000310 40

SCALE IN FEET

0 20

A-17

INV OUT =690.21

INV IN =691.12

CLASS III

41.00' - 18" STORM DRAIN

2.2195%

A D

D 'L

H

.0

H

.8

IN

V

.6

T O

P

.0

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

A-17.1

A D

D 'L

H

.0

H

.9

IN

V

.7

T O

P

.2

O F

F

R

T

S T

A

.0

G A

S T

D

D

0+00 0+10 0+20 0+30 0+40 0+50 0+60

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

.7

.7

A-18 A-18.1

A D

D 'L

H

.0

H

.8

IN

V

.9

T O

P

.2

O F

F

L

T

S T

A

.0

G A

S T

D

D

INV OUT = 693.39

INV IN = 694.42

CLASS III

41.00' - 18" STORM DRAIN

2.5122%

A D

D 'L

H

.0

H

.0

IN

V

.9

T O

P

.4

O F

F

.0

R

T

S T

A

.0

G A

S T

D

D

0+00 0+10 0+20 0+30 0+40 0+50 0+60

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

.9

.8

A-15

INV OUT =687.10

INV IN =687.37

CLASS III

27.00' - 18" STORM DRAIN

1.0000%

INV OUT =686.56

INV IN =687.10

CLASS III

53.47' - 18" STORM DRAIN

1.0099%

INV OUT = 686.15

INV IN = 686.56

CLASS III

41.00' - 18" STORM DRAIN

1.0000%

INV OUT = 685.96

INV IN = 686.15

CLASS III

18.74' - 18" STORM DRAIN

1.0139%

A-15.4

A D

D 'L

H

.0

H

.5

IN

V

.9

T O

P

.3

O F

F

.5

L

T

S T

A

.0

G A

S T

D

A

T P

E

A-15.3

A D

D 'L

H

.0

H

.9

IN

V

.6

T O

P

.4

O F

F

.5

R

T

S T

A

.0

G A

S T

D

A

T P

E

A-15.2

A D

D 'L

H

.2

H

.2

IN

V

.1

T O

P

.8

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

A-15.1

A D

D 'L

H

.8

H

.8

IN

V

.7

T O

P

.0

O F

F

.0

R

T

S T

A

.0

G A

S T

D

D

A D

D 'L

H

.0

H

.5

IN

V

.9

T O

P

.0

O F

F

.7

R

T

S T

A

.0

G A

S T

D

S

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

.6

.7

.3

.9

A-15.1

A D

D 'L

H

.8

H

.8

IN

V

.7

T O

P

.0

O F

F

.0

R

T

S T

A

.0

G A

S T

D

D

INV OUT = 686.1

5INV IN = 6

88.37

CLASS III

22.21' - 1

8" STORM DRAIN

9.9973%

A-15.1.1

A D

D 'L

H

.2

H

.2

IN

V

.9

T O

P

.9

O F

F

.5

R

T

S T

A

.0

G A

S T

D

A

T P

E

0+00 0+10 0+20 0+30 0+40 0+50

660 660

670 670

680 680

690 690

700 700

710 710

720 720

730 730

.5

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

1/7/2026

HusseyJ

GPLOT-ORD

10:26:09 AM

DRAINAGE PROFILES

22-000410 40

SCALE IN FEET

0 20

A-14

INV OUT =683.49

INV IN =683.66

CLASS III

27.02' - 18" STORM DRAIN

0.6291%

A-14.3

A D

D 'L

H

.0

H

.5

IN

V

.1

T O

P

.5

O F

F

.5

R

T

S T

A

.0

G A

S T

D

A

T P

E

INV OUT =683.20

INV IN =683.49

CLASS III

40.45' - 18" STORM DRAIN

0.7169%

A-14.2

A D

D 'L

H

.0

H

.9

IN

V

.8

T O

P

.6

O F

F

.5

L

T

S T

A

.0

G A

S T

D

A

T P

E

INV OUT =682.22

INV IN =682.70

CLASS III

63.22' - 18" STORM DRAIN

0.7592%

A-14.1

A D

D 'L

H

.3

H

.6

IN

V

.2

T O

P

.3

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

A D

D 'L

H

.0

H

.8

IN

V

.7

T O

P

.1

O F

F

.2

R

T

S T

A

.0

G A

S T

D

S

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

650 650

660 660

670 670

680 680

690 690

700 700

710 710

720 720

.4

.5

.6

.7

INV OUT = 682.40

INV IN = 683.74

CLASS III

23.49' - 18" STORM DRAIN

5.7037%

A-13.1

A D

D 'L

H

.4

H

.4

IN

V

.2

T O

P

.5

O F

F

.3

R

T

S T

A

.0

G A

S T

D

A

T P

E

A-13

A D

D 'L

H

.0

H

.6

IN

V

.9

T O

P

.1

O F

F

.0

R

T

S T

A

.0

G A

S T

D

S

0+00 0+10 0+20 0+30 0+40 0+50

650 650

660 660

670 670

680 680

690 690

700 700

710 710

720 720

.2

INV OUT = 678.79

INV IN = 682

.00

CLASS III

38.81' - 18"

STORM DRAIN

8.2167%

A-10.1

A D

D 'L

H

.6

H

.6

IN

V

.3

T O

P

.4

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

A-10.2

A D

D 'L

H

.0

H

.8

IN

V

.5

T O

P

.9

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

INV OUT = 678.07

INV IN = 678.79

CLASS III

71.40' - 18" STORM DRAIN

1.0083%

A-10

A D

D 'L

H

.1

H

.1

IN

V

.5

T O

P

.2

O F

F

.4

R

T

S T

A

.0

G A

S T

D

S

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

650 650

660 660

670 670

680 680

690 690

700 700

710 710

720 720

.3

.3

.3

A-10.1

A D

D 'L

H

.6

H

.6

IN

V

.3

T O

P

.4

O F

F

.0

L

T

S T

A

.0

G A

S T

D

D

INV OUT = 678.79

INV IN = 679.14

CLASS III

34.70' - 18" STORM DRAIN

1.0088%

A-10.1.1

A D

D 'L

H

.0

H

.4

IN

V

.7

T O

P

.6

O F

F

.9

L

T

S T

A

.0

G A

S T

D

S

0+00 0+10 0+20 0+30 0+40 0+50

650 650

660 660

670 670

680 680

690 690

700 700

710 710

720 720

.7

.6

DRAWING…