Baird Rd Swalk FINAL PLANS 7-31-25.pdf

PDF 19 MB Posted Aug 8, 2025

Attached to: Sidewalk Improvements-Baird Rd. and Ridgewood Dr. -C24003
Solicitation number: 25-044
Issued by: Caddo Parish, Louisiana

View the file

Other files

File	Type	Posted
Baird Rd Swalk FINAL PROJ MANUAL (SPECIFICATIONS) 7-31-25.pdf	PDF	Aug 8, 2025
IFB 25-044 Sidewalk Improvements-Baird Rd. and Ridgewood Dr.-C24003 Bid Documents.pdf	PDF	Aug 8, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

SIDEWALK IMPROVEMENTS

BAIRD RD. AND RIDGEWOOD DR.

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

JULY 31, 2025

PROJECT NO. C24003

CONSTRUCTION PLANS FOR

505 TRAVIS STREET

SHREVEPORT, LA 71101

www.shreveportla.gov

OWNER/CLIENT:

PREPARED BY:

HALFF ASSOCIATES, INC.

401 Market Street Shreveport, LA 71101

Contact: Marcus Taylor, PE Email: mtaylor@halff.com Telephone: (318) 716-6132

ENGINEER

Know what's below.

before you dig.Call

DATE: JULY 31, 2025

DATUM

THE CONTRACTOR SHALL CALL LOUISIANA ONE

CALL AT 811 A MINIMUM OF 48 HOURS, BUT NO

MORE THAN 120 HOURS, EXCLUDING WEEKENDS

AND HOLIDAYS, IN ADVANCE OF THE

COMMENCEMENT OF ANY EXCAVATION OR

DEMOLITION ACTIVITY.

Horizontal: NAD83 LA State Plane/North Zone/US Foot Vertical: NAVD88

INDEX TO SHEETS

1. TITLE SHEET

2. GENERAL NOTES

3. OVERALL LAYOUT

4. SUMMARY OF ESTIMATED QUANTITIES

5. BAIRD RD. SIDEWALK "A" PLAN / PROFILE - STA. 0+00 TO STA. 2+40

6. BAIRD RD. SIDEWALK "A" PLAN / PROFILE - STA. 2+40 TO STA. 5+00

7. BAIRD RD. / RIDGEWOOD DR. SIDEWALK "A" PLAN / PROFILE - STA. 5+00TO STA. 7+20

8. RIDGEWOOD DR. SIDEWALK "A" PLAN / PROFILE - STA. 7+20 TO STA. 9+60

9. RIDGEWOOD DR. SIDEWALK "A" PLAN / PROFILE - STA. 9+60 TO STA. 11+26

10. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 0+00 TO STA. 2+40

11. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 2+40 TO STA. 5+00

12. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 5+00 TO STA. 7+00

13. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 7+00 TO STA. 10+20

14. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 10+20 TO STA. 12+70

15. BAIRD RD. SIDEWALK "B" PLAN / PROFILE - STA. 12+70 TO STA. 13+56

16. SIDEWALK "C" PLAN / PROFILE - STA. 0+00 TO STA. 0+63

17. SIDEWALK "D" PLAN / PROFILE - STA. 0+00 TO STA. 0+30

18. SIDEWALK "D" PLAN / PROFILE - STA. 0+30 TO STA. 2+46

19. SIDEWALK TYPICAL SECTION AND DETAILS

20. HANDICAP RAMP AND FIRE HYDRANT DETAILS

21. PEDESTRIAN CROSSING SIGNS AND DRAINAGE DETAILS

22. LA DOTD STANDARD PLAN PED-01 (SHEET 1)

23. LA DOTD STANDARD PLAN PED-01 (SHEET 2)

24. LA DOTD STANDARD PLAN PED-01 (SHEET 4)

25. LA DOTD STANDARD PLAN EC-01 (SHEET 1)

26. LA DOTD STANDARD PLAN EC-01 (SHEET 2)

27. LA DOTD STANDARD PLAN TTC-00(A)

28. LA DOTD STANDARD PLAN TTC-00(B)

29. LA DOTD STANDARD PLAN TTC-00(C)

30. LA DOTD STANDARD PLAN TTC-00(D)

31. LA DOTD STANDARD PLAN TTC-02

32. SUGGESTED STORM WATER POLLUTION PREVENTION PLAN

33. SUGGESTED STORM WATER POLLUTION PREVENTION PLAN NOTES & DETAILS

TOTAL NUMBER OF SHEETS: 33

NOT TO SCALE

LOCATION MAP

TITLE SHEET

MAYOR OF SHREVEPORT

TOM ARCENEAUX

DISTRICT A REPRESENTATIVE

TABATHA H. TAYLOR

DISTRICT B REPRESENTATIVE

GARY BROOKS

DISTRICT C REPRESENTATIVE

JIM TALIAFERRO

DISTRICT D REPRESENTATIVE

GRAYSON BOUCHER

DISTRICT E REPRESENTATIVE

DR. ALAN JACKSON, JR.

DISTRICT G REPRESENTATIVE

URSULA BOWMAN

DISTRICT F REPRESENTATIVE

JAMES GREEN

www.owenengineeringllc.com

PROJECT

JARVIS MORGAN

DIRECTOR OF PUBLIC WORKS

DAVID SMITH, P.E.

CITY ENGINEER TEMPORARY BENCH MARKS

TBM-1 5/8" IRON ROD

APPROX. 41 FEET EAST

CENTERLINE BAIRD ROAD

AND 53 FEET SOUTH

CENTERLINE RIDGEWOOD

DRIVE (SEE PLANS FOR

LOCATION).

ELEVATION = 216.43 NAVD

TBM-2 5/8" IRON ROD

APPROX. 32 FEET SOUTH

CENTERLINE RIDGEWOOD

DRIVE AND 600 FEET EAST

CENTERLINE BAIRD ROAD

(SEE PLANS FOR LOCATION)

ELEVATION = 225.50 NAVD

TBM-3 5/8" IRON ROD

APPROX. 140 FEET SOUTH

OF SOUTH CURB LINE BERT

KOUNS IND. LOOP AND 35

FEET WEST OF CENTERLINE

BAIRD ROAD (SEE PLANS

FOR LOCATION)

ELEVATION = 221.48 NAVD

NOTE :

PROJECT CLASSIFICATION:

HIGHWAY, STREET, AND BRIDGE CONSTRUCTION

CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE

CONSTRUCTION PLANS AND THE PROJECT MANUAL AND TECHNICAL

SPECIFICATIONS. TTHIS PROJECT IS GOVERNED BY THE SIGNED /

SEALED / DATED PROJECT MANUAL PROVIDED BY HALFF

ASSOCIATES, INC.

THESE PLANS HAVE BEEN PREPARED TO COMPLY WITH THE

CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN

AutoCAD SHX Text

JULY 31, 2025

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

JULY 31, 2025

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

GENERAL NOTES

1. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE RESIDENT PROJECT

REPRESENTATIVE, THE SHREVE MEMORIAL LIBRARY HAMILTON BRANCH, RIDGEWOOD

ELEMENTARY SCHOOL, AND ALL RESIDENCES AND BUSINESSES ALONG SIDEWALK NO LESS THAN

FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND PLACING NOTICES (DOOR HANGERS) ON ALL AFFECTED CITIZENS FRONT DOORS.

NOTIFICATIONS TO RESIDENCES SHALL BE MADE FROM BLOCK CORNER TO BLOCK CORNER.

2. ALL WORK SITES MUST BE PROPERLY BARRICADED AND SIGNED IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTRACTOR SHALL FURNISH AND

ERECT TRAFFIC CONTROL SIGNS AND DEVICES AS REQUIRED. SIGNAGE AND TRAFFIC CONTROL

DEVICES SHALL REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE

DURATION OF THE CONTRACT. FAILURE TO COMPLY MAY RESULT IN THE CITY OF SHREVEPORT

TAKING CORRECTIVE ACTION AND THE RESULTING COSTS BEING SUBTRACTED FROM THE

CONTRACT.

3. UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER, ALL STREETS ARE

TO REMAIN OPEN WHILE WORK UNDER THIS CONTRACT IS IN PROGRESS. IF A STREET IS

APPROVED TO BE CLOSED, THE CONTRACTOR SHALL NOTIFY THE CADDO PARISH SHERIFF'S

DEPARTMENT, POLICE DEPARTMENT, FIRE DEPARTMENT, SOLID WASTE, CADDO PARISH SCHOOL

BOARD TRANSPORTATION DEPARTMENT, AND SPORTRAN AT LEAST 48 HOURS PRIOR TO CLOSING.

4. CONTRACTOR MUST CONTACT UTILITY OWNERS IF EXCAVATION OR WORK IS CONDUCTED

NEAR UTILITY POLES. UTILITY POLES THAT NEED TO BE STABILIZED DUE TO EXCAVATION OR

OTHER WORK SHALL BE BRACED OR STABILIZED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE UTILITY COMPANY.

5. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTIAL AND COMMERCIAL DRIVEWAYS

AND SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES UNLESS AS OTHERWISE DESCRIBED BELOW.

a. THE CONTRACTOR SHALL CONSTRUCT SIDEWALK IMPROVEMENTS ACROSS DRIVEWAYS IN

SUCH A MANNER THAT THE DRIVEWAY REMAINS OPEN AS MUCH AS PRACTICABLE. THIS

STAGING OF CONSTRUCTION SHALL BE AT NO DIRECT PAY.

b. IN THE EVENT THE DRIVEWAY MUST BE CLOSED, THE CONTRACTOR SHALL NOTIFY THE

PROPERTY OWNER OR TENANT SO THE OWNER OR TENANT MAY MAKE ARRANGEMENTS TO

RELOCATE HIS VEHICLES. THIS COORDINATION SHALL BE AT NO DIRECT PAY.

c. IF THE PROPERTY OWNER OR TENANT HAS MULTIPLE DRIVEWAYS, THE CONTRACTOR SHALL

COMPLETE SIDEWALK IMPROVEMENTS AT ONE DRIVEWAY AND RESTORE USE OF THE

DRIVEWAY BEFORE DEMOLISHING AND REPLACING THE SIDEWALK OR DRIVEWAY AT THE

SECOND DRIVEWAY.

6. CONTRACTOR SHALL REPLACE IN KIND ANY AND ALL DRIVEWAYS, STREETS, AND SIDEWALKS

WHICH BECOME DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIVITY. SUCH REPLACEMENT

SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND SHALL BE AT NO DIRECT PAY.

7. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR

ALONE WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS.

8. THE CONTRACTOR SHALL PROVIDE FOR TEMPORARY EROSION CONTROL IN ACCORDANCE

WITH THE TEMPORARY CONTROL MEASURES SHOWN ON LA DOTD STANDARD PLAN EC-01 AND

ANY OTHER MEASURES DEEMED NECESSARY DURING THE COURSE OF THE CONSTRUCTION.

BEST MANAGEMENT PRACTICES MUST BE USED IN ORDER TO CONTROL STORM WATER RUNOFF

FROM THE CONSTRUCTION SITE. CONTRACTOR SHALL SECURE AND ADHERE TO THE

REQUIREMENTS OF THE LOUISIANA POLLUTANT DISCHARGE ELIMINATION SYSTEM (LPDES)

GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. CONTACT

THE LOUISIANA DEPARTMENT OF ENVIRONMENTAL QUALITY (LDEQ) OFFICE OF ENVIRONMENTAL

SERVICES FOR FURTHER INFORMATION.

9. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO DESCRIBE THE NECESSARY

EQUIPMENT AND WORK PROCEDURE. FAILURE OF THE PLANS AND SPECIFICATIONS TO INCLUDE

ANY NECESSARY COMPONENT OR WORK PROCEDURE TO OBTAIN A COMPLETE AND WORKABLE

SYSTEM SHALL IN NO WAY LIMIT THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL

SUCH NECESSARY ITEMS FOR A COMPLETE AND WORKABLE SYSTEM.

10. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE PROPERLY BACKFILLED, GRADED, HYDROSEEDED, AND REPLACED TO ORIGINAL OR BETTER CONDITION.

11. WHERE DEMOLITION OF CONCRETE AND / OR ASPHALT PAVEMENT, CONCRETE SIDEWALKS,

CONCRETE CURBS, ETC. IS REQUIRED FOR CONSTRUCTION, THE CONTRACTOR SHALL SAW-CUT

PRIOR TO DEMOLITION A NEAT EDGE FOR TIE-IN TO NEW CONSTRUCTION, OR THE CONTRACTOR SHALL REMOVE TO THE NEAREST JOINT. DEMOLISHED AREAS NOT SPECIFIED TO BE REPLACED ARE

TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS AT NO DIRECT PAY.

12. CONTRACTOR SHALL REPLACE IN KIND ANY DRAINAGE STRUCTURE OR OTHER UTILITY THAT IS

DAMAGED DURING CONSTRUCTION AT HIS EXPENSE.

13. THE CONTRACTOR SHALL VERIFY ALIGNMENT AND GRADE OF ALL PROPOSED IMPROVEMENTS

PRIOR TO CONSTRUCTION. ANY DISCREPANCIES AND / OR CONFLICTS THAT ARE DISCOVERED SHALL

BE REPORTED TO THE PROJECT ENGINEER FAR ENOUGH IN ADVANCE TO MAKE ANY REQUIRED

ADJUSTMENTS TO THE DESIGN.

14. THE CONTRACTOR SHALL REMOVE FROM SITE AND DISPOSE OF ALL EXCESS MATERIAL,

CONCRETE PAVING, STORM DRAIN PIPE, AND OTHER CONSTRUCTION DEBRIS. THIS WORK SHALL BE AT NO DIRECT PAY WHICH SHALL BE CONSIDERED FULL COMPENSATION FOR ALL LABOR, MATERIALS, AND INCIDENTALS NECESSARY TO SAW CUT, REMOVE, AND DISPOSE OF EXCESS MATERIAL, CONCRETE PAVING, STORM DRAIN PIPE, AND OTHER CONSTRUCTION DEBRIS.

15. ALL WORK IS SUBJECT TO FINAL REVIEW BY THE CITY OF SHREVEPORT AND THE PROJECT

ENGINEER.

16. IF DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REMOVE AND REPLACE MAILBOXES AS NECESSARY AT NO DIRECT PAY. MAILBOXES SHALL BE PLACED 12" FROM THE EDGE OF THE NEW ASPHALT PAVEMENT AT 38" TO 42" HIGH IN ACCORDANCE WITH U.S. POSTAL SERVICE REGULATIONS.

MAIL DELIVERY SHALL BE UNINTERRUPTED DURING ALL PHASES OF CONSTRUCTION.

17. AREAS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, AREAS BEHIND

FORMWORK FOR CURBS, SIDEWALKS, AND HANDICAP ACCESSIBLE RAMPS, AND AREAS TO BE

GRADED FOR NEW CULVERT STRUCTURES, ETC., SHALL BE DRESSED WITH 4" TOPSOIL AND WHOLE BLOCK SOD TO MATCH EXISTING GRASS. THE WIDTH AND BREADTH OF DISTURBED AREA IS THE CONTRACTOR'S RESPONSIBILITY AND SITE RESTORATION SHALL INCLUDE THE ENTIRE DISTURBED AREA. THE LIMITS OF PAY WILL INCLUDE THE RESTORED AREA UP TO THE LIMITS OF CONSTRUCTION

ONLY, AS NOTED ON THE PLANS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING PROPERTY OWNERS AND / OR TENANTS OF WORK SO PARKED VEHICLES MAY BE MOVED. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO

THE PROJECT AND SHALL NOT BE PAID FOR DIRECTLY.

19. CONTRACTOR SHALL MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. POSITIVE

DRAINAGE TO CURB INLETS OR DITCHES IN AREAS WHERE SIDEWALKS ARE CONSTRUCTED MUST BE MAINTAINED. WATER SHALL NOT BE PERMITTED TO STAND IN EXCAVATED SIDEWALK OR DRIVEWAY

AREAS - IT SHALL BE REMOVED AND THE EXCAVATION ALLOWED TO DRY PRIOR TO PLACING

CONCRETE.

20. CONTRACTOR SHALL PROVIDE ONE PROJECT SIGN AT A LOCATION TO BE DETERMINED BY THE

RESIDENT PROJECT REPRESENTATIVE. SEE TECHNICAL SPECIFICATION SECTION 4580.

GENERAL NOTES

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

GENERAL NOTES

BERT KOUNS IND. LOOP

D R

RIDGEWOOD DR.

RIDGEWOOD

MIDDLE SCHOOL

SHREVE MEMORIAL

LIBRARY

HAMILTON BRANCH

TBM #03

5/8" IRON ROD

N = 694,114.064 E = 2,881,712.980

ELEV.= 221.48

TBM #01

5/8" IRON ROD

N = 693,473.183 E = 2,881,779.775

ELEV.= 216.43

TBM #02

5/8" IRON ROD

N = 693,490.155 E = 2,882,337.173

ELEV.= 225.50

PROPOSED

SIDEWALK

PROPOSED

SIDEWALK

D R

SHEET 7 SHEET 8 SHEET 9

SHEET 15

SHEET 16

SHEET 17

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

OVERALL LAYOUT

LEGEND (TYPICAL, ALL SHEETS) :

PAVEMENT OR SIDEWALK REMOVAL

TOE

TOP BANK

SANITARY SEWERSS

STORM SEWER

JOINTS IN CONCRETE

STORM DRAIND

PROPERTY CORNER

LIGHT POLE

SANITARY SEWER MANHOLE

WATER METER SIGN

UTILITY POLE

WATER VALVE

FIRE HYDRANT

TEMPORARY BENCHMARK

CONTROL POINT

SEWER CLEANOUT

GAS VALVE

CURB INLET

UNDERGROUND CABLE MARKER

TELEPHONE PEDESTAL

PROJECT SIGN

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

FIBER OPTIC MARKER

POWER POLE

SIGN

WATER METER

POWER PEDESTALP

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 80'

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

40'

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SUMMARY OF

ESTIMATED

QUANTITIES

SUMMARY OF ESTIMATED QUANTITIES

ITEM NO. DESCRIPTION UNIT

302.6 REMOVAL OF CONCRETE PAVEMENT

L.S.

303.1 ROADWAY EXCAVATION

S.Y.

305.2 IMPORTED BORROW EXCAVATION

L.F.

C.Y.

L.F.

C.Y.

605.1 CONCRETE CURB (BARRIER)

ESTIMATED TOTAL

1,257

QUANTITY 5

PLAN / PROFILE SHEETS

605.6 HANDICAP CURB RAMP

605.4 SIDEWALKS (4" THICK)

EACH

302.8 REMOVAL OF CONCRETE WALKS AND DRIVEWAYS

302.9 REMOVAL OF CONCRETE CURB AND GUTTER

S.Y.

6 7 8 9 10 11

302.1 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

L.S.

EACH

S.Y.

ESTIMATED QUANTITIES PER SHEET

302.7 REMOVAL OF PAVEMENT BASE AND SURFACE (ASPHALT)

310.3 HAY BALES (INLET PROTECTION)

605.5 DRIVEWAYS (6" THICK)

1202.1 MOBILIZATION

5,0281201.1 TOP SOIL S.Y.

5,0281201.8 SOD LAWN S.Y.

L.S. 1301.1 CLEARING AND GRUBBING

S-005 PROJECT SIGN EACH 1

12 13 14 15 16 17 18

S-004 SLOPED SAFETY END TREATMENT (24") EACH 2

S-003 FURNISH AND INSTALL STORM WATER CONCRETE COLLARS EACH 6

S-002 SCARIFY AND RECOMPACT SUBGRADE (6" THICK) S.Y. 668

S-001 MISCELLANEOUS CONSTRUCTION ITEMS L.S. 1

3300.1 FIRE HYDRANT

1306.1 TEMPORARY SIGNS AND BARRICADES

1303.04 PLASTIC PAVEMENT LEGENDS AND SYMBOLS (24 IN x 60 IN) (WHITE)

SOLAR POWERED FLASHING BEACON

1301.01

SIGN (TYPE S1-1 AND SW16-7P, SCHOOL CROSSING ASSEMBLY WITH

EACH 1

L.S. 1

EACH 82

EACH 12

421001.1 PIPE LINE IN PLACE (24" RCP) L.F.

121001.1 PIPE LINE IN PLACE (DBL. 8" SCH. 40 PVC) L.F.

321001.1 PIPE LINE IN PLACE (11" x 18" RCPA) L.F.

L.F. 1,570310.6 SILT FENCING

EACH 4601.10 JUNCTION BOX

3.5 0 12 0 9 0 0 0 44 0 2 0 0 0 0 0 0 0 28 0 52 125 0 0 14 0 0 0

0 0 40 0 30 0 0 0 26 0 24 0 0 0

30.4 42.8 36.9 39.2 19.8 38.1 20.1 39.8 28.6 41.0 4.1 2.7 0 27.4

18.2 25.7 22.1 23.5 11.9 22.8 12 23.9 57.2 24.6 2.5 1.6 0 16.5

0 0 20 0 10 0 0 0 26 0 14 0 0 0

34 44 2 0 3 0 3 0 0 0 2 0 2 2 1 3

42 16

412 580 500 532 268 516 272 540 388 556 56 36 0 372 412 580 500 532 268 516 272 540 388 556 56 36 0 372

2 0 2 0 2 0 0 0 0 0 0 2 1 3

8 0 8 0 8 0 0 0 19 0 16 7 6 10

55 77 66 71 36 69 36 72 54 74 7 5 0 49

33 0 0 0 31 0 52 125 0 0 14 0 0 0

103.0 145.0 125.0 133.0 67.0 129.0 68.0 135.0 97.0 139.0 14.0 9.0 0 93.0

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

SUMMARY OF ESTIMATED QUANTITIES

P P P P P P P P P P P P P

BAIRD RD.

(ASPHALT)

W W W W W W W W W W

APPROX. LOCATION

EXIST. 8" WATER MAIN

O O

L D

(C O N C R E T E

EXIST. CONC.

SIDEWALK

APPROX. R/W

C L

BEGIN 5' WIDE CONC.

SIDEWALK (EAST SIDE)

STA. 0+15

REQ'D. HANDICAP

RAMPS (SEE SHEET

20 FOR DETAIL)

CADDO PARISH SCHOOL BOARD

2001 RIDGEWOOD DR.

10.75± ACRES

161403-000-0071-00

BEGIN 4' WIDE CONC.

SIDEWALK (EAST SIDE)

STA. 0+10 - TRANSITION

TO 5' WALK OVER 5 LF

REQ'D. S1-1 AND SW16-7P

SIGN ASSEMBLY (SEE

SCHOOL CROSSING SIGNS,

SHEET 21)

REQ'D. 12" SOLID WHITE

CROSSWALK MARKINGS

@ 3' O.C.

0+00 1+00 2+000+

REMOVE AND DISPOSE

OF APPROX. 33 SY CONC.

SIDEWALK

REMOVE AND DISPOSE

OF APPROX. 3.5 SY

CONC. PAVEMENT

SEE SHEET 16 FOR

QUANTITIES FOR

WEST SIDEWALK "C"

REQ'D. S1-1 AND SW16-6P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 21)

EJSC

EJ EJ

SCJ

EJ SC

REQ'D. APPROX. 41 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

REQ'D. APPROX. 62 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

9.00'

5.00'

BP 0+00.00

N =692,937.408

E =2,881,761.703

PI 0+53.27

N =692,990.669

E =2,881,762.516

PI 0+75.81

N =693,013.211

E =2,881,762.860

PI 1+24.48

N =693,061.867 E =2,881,763.797

BP 0+00.00

N =692,939.039

E =2,881,698.611

EP 0+63.11

N =692,991.070 E =2,881,762.522

CONNECT TO

EXISTING SIDEWALK

STA. 0+10

EXIST. CONC.

SIDEWALK

REQ'D. ONE (1) 5' x 5' CONC. SIDEWALK

PANEL FOR FUTURE TIE-IN TO SCHOOL

(TIE-IN BY OTHERS)

STA. 2+00 TO STA. 2+40: GRADE

TO DRAIN AND REPLACE

DISTURBED AREA WITH 4"

TOPSOIL AND WHOLE BLOCK

SOD

EXISTING GRADE

-0+10 0+00 1+00 2+00 2+40

-5.05%0.00%1.40% 0.33%

. 0 +1

. 0 +8

STA. 0+89.14

ELEV=215.94ST

A . 0

+3 5.

. 0 +8

1.29% 4.17% 0.51%

-0.47%

STA. 1+15.75

ELEV=215.80

. 1 +1

. 1 +2

. 1 +6

PROP. SIDEWALK GRADE

EXISTING CPSB PARKING

LOT GUTTER

EXISTING ROADSIDE DITCH

CONNECT TO EXISTING

SIDEWALK - STA. 0+10

EXISTING GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "A" PLAN

STA. 0+00 TO 2+40

BAIRD ROAD SIDEWALK "A" PROFILE

BAIRD ROAD SIDEWALK "A" PLAN

M A

- S

. 2

- S

S H

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

CONTOUR INTERVAL = 1 FOOT

P P P P P P P P P P P P P P

BAIRD RD.

(ASPHALT)

W W W W W W W W W W W W

S S

A P P R O X L O C A T

N E X

T S A N

S E W

E R S

E R V

APPROX. LOCATION

EXIST. 8" WATER MAIN

G G

FL 18" RCP = 211.00

FL 18" RCP = 212.30

(UPSTREAM END)

A P P R O X L O C A T

N E

T W

A T E R

RIDGEWOOD MIDDLE SCHOOL

(CONC PARKING)

C L

APPROX. R/WCADDO PARISH SCHOOL BOARD

2001 RIDGEWOOD DR.

10.75± ACRES

161403-000-0071-00

E X

R C P

S T O R M D

R A

3+00 4+00 5+00

EJ SC

REQ'D. APPROX. 145 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

RELOCATE FIRE HYDRANT -

PLUG AND ABANDON EXISTING

PIPING (SEE DETAIL, SHEET 20)

EJ SC

9.00'

5.00'

STA. 2+40 TO STA. 5+00: GRADE TO

DRAIN AND REPLACE DISTURBED

AREA WITH 4" TOPSOIL AND WHOLE

BLOCK SOD

2+40 3+00 4+00 5+00

-0.31% -0.01% 0.81%

. 3 +0

. 4 +1

. 4 +6

. 5 +0

EXISTING GRADE

PROP. SIDEWALK GRADE

EXISTING CPSB PARKING

LOT GUTTER

EXISTING CPSB PARKING

LOT GUTTEREXISTING GRADE

EXISTING ROADSIDE DITCH

EXISTING 18" CROSS DRAIN

FL 212.30 (UPSTREAM END)

EXISTING ROADSIDE DITCH

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "A" PLAN

STA. 2+40 TO 5+00

BAIRD ROAD SIDEWALK "A" PROFILE

BAIRD ROAD SIDEWALK "A" PLAN

M A

- S

. 2

- S

S H

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

PAVEMENT OR SIDEWALK REMOVAL BY OTHERS

M A

- S

. 5

- S

S H

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

P P

RIDGEWOOD DR.

(ASPHALT)

D R

(A S P H A L T

EXIST. 15" RCP

FL 215.31

EXIST. 15" RCP

FL 215.40

EXIST. (2) 15" RCPs EXIST. 15" RCP

FL 216.35

EXIST. 15" RCP

FL 216.31

W W

O O

L D

(C O N C R E T E

EXIST. "RIDGEWOOD /

BAIRD" STREET SIGN

EXIST. "SCHOOL

ZONE AHEAD" SIGN

EXIST. "SPEED

LIMIT 15" SIGN

EXIST. SPEED

RADAR UNIT WITH

SOLAR PANEL

R O

CADDO PARISH SCHOOL BOARD

2001 RIDGEWOOD DR.

10.75± ACRES

161403-000-0071-00

A P P R O X L O C A T

N E X

T W

A T E R M

TBM #01

5/8" IRON ROD

N = 693,473.183 E = 2,881,779.775

ELEV. = 216.43

EXIST. DRAINAGE

FLUME

SCHOOL SIGN

6+00 7+00

SCJ

REQ'D. HANDICAP

RAMP (SEE SHEET 20

FOR DETAIL)

REQ'D. 12" SOLID WHITE

CROSSWALK MARKINGS

@ 3' O.C.

REQ'D. HANDICAP

RAMPS (SEE SHEET

20 FOR DETAIL)

REQ'D. 5' WIDE

CONC. SIDEWALK

(SEE DETAIL,

SHEET 13)

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 21)

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 21)

NEW 5' WIDE

SIDEWALK EASEMENT

(0.014 AC)

23.98'

5.00'

T O

C L

R W

D D

(A S P H A L T

40'± TO CL RW

SCJ

REQ'D. 12" SOLID WHITE

CROSSWALK MARKINGS

@ 3' O.C.

SCJ

EJ EJ

SCJ

REMOVE AND DISPOSE

OF APPROX. 1 SY

ASPHALT PAVEMENT

REMOVE AND

DISPOSE OF APPROX.

40 LF ~ CONC. CURB

AND GUTTER

REQ'D. APPROX. 82 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

REQ'D. APPROX. 43 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

REQ'D. 20 LF ~

CONC. CURB AND

GUTTER

EP 2+46.44

N =693,471.701 E =2,881,802.851

P.C. 5+04.85 N =693,442.196

E =2,881,769.603

P.T. 5+51.88 N =693,471.736

E =2,881,799.960

REQ'D. 16 LF ~ 11" x

18" RCPA @ 0.63%

FL 214.90FL 214.80

RIDGEWOOD DR.

(ASPHALT)

PROTECT

EXISTING TREE

A P P R O X L O C A T

N E X

T W

A T E R M

SEE SHEET 18

FOR QUANTITIES

END SIDEWALK (FUTURE

CONNECTION BY CPSB)

TEMPORARY

CONSTRUCTION

SERVITUDE (0.433± AC)

R = 35'

R = 30'

5+00 6+00 7+00 7+20

-2.02%-1.91%

3.21%

0.00%

1.60%

4.17%

. 6 +2

STA. 6+25.07

ELEV=218.95

. 6 +1

. 5 +0

. 5 +2

. 5 +5

1.33%0.40% 6.67%

4.54%

3.33%

STA. 6+47.60

ELEV=219.38

. 6 +4

. 6 +5

. 6 +6

. 6 +8

. 7 +0

EXISTING GRADE

PROP. SIDEWALK GRADE PROP. SIDEWALK GRADE

EXISTING ROADSIDE DITCH

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "A" PLAN

STA. 5+00 TO 7+20

BAIRD ROAD / RIDGEWOOD DR. SIDEWALK "A" PROFILE

BAIRD ROAD / RIDGEWOOD DR. SIDEWALK "A" PLAN

M A

- S

. 7

- S

S H

MATCH LINE - STA. 5+00 - SEE SHEET 6

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT ORSCJ

TRANSVERSE EXPANSION JOINTEJ-T

PAVEMENT OR SIDEWALK REMOVAL

BY OTHERS

CONSTRUCTION JOINT

(TIE-IN TO EXISTING PAVEMENT)

SIDEWALK CROSS-SLOPE

DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

EXIST. CONC.

TRANSFORMER PAD

EXIST. SPEED RADAR UNIT

WITH SOLAR PANEL POLE

EXIST. CONC. DITCH

T O

C L

R W

CADDO PARISH SCHOOL BOARD

2001 RIDGEWOOD DR.

10.75± ACRES

161403-000-0071-00

8+00 9+00

RIDGEWOOD MIDDLE SCHOOL

(CONC PARKING)

RIDGEWOOD DR.

(ASPHALT)

NEW 5' WIDE

SIDEWALK EASEMENT

(0.045 AC)

REQ'D. 133 SY ~ 5'

WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

5.00'

23.09'

P P

CAUTION: UNKNOWN

ELECTRICAL FEED TO

SPEED RADAR UNIT

CAUTION:

UNDERGROUND

ELECTRIC POWER

LOCATION UNKNOWN

TEMPORARY

CONSTRUCTION

SERVITUDE (0.433± AC)

7+20 8+00 9+00 9+60

2.28%

0.38% 0.00%

. 7 +9

. 9 +2

. 9 +6

EXISTING GRADE

PROP. SIDEWALK GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "A" PLAN

STA. 7+20 TO 9+60

RIDGEWOOD DR. SIDEWALK "A" PROFILE

RIDGEWOOD DR. SIDEWALK "A" PLAN

M A

- S

. 7

- S

S H

M A

- S

. 9

- S

S H

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

EXIST. 15" RCP

FL 222.43

EXIST. 15" RCP

FL 222.42

EXIST. (2) 15" RCPs

RIDGEWOOD DR.

(ASPHALT)

O O

L D

(C O N C R E T E

EXIST. CONC. DITCH

EXIST. CONC. WALK

E X

T C O N C W

A L K

END 5' WIDE CONC.

SIDEWALK STA. 11+21.40 -

TIE IN TO EXISTING WALK

TBM #02

5/8" IRON ROD

N = 693,490.155 E = 2,882,337.173

ELEV. = 225.50

EXIST. POWER

POLE AND GUY

EXIST. DRAINAGE

FLUME

10+00

11+26

REQ'D. 12" SOLID WHITE

CROSSWALK MARKINGS

@ 3' O.C.

REQ'D. HANDICAP RAMPS

(SEE SHEET 21 FOR

DETAIL)

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 21)

REMOVE AND DISPOSE OF 30 LF ~

CONC. CURB AND GUTTER

REMOVE AND DISPOSE OF 27.5

SY ~ CONC. SIDEWALK

T O

C L

W TRANSITION TO 4' SIDEWALK IN 5 LF

SCJ

EJEJ

RIDGEWOOD MIDDLE SCHOOL

(CONC PARKING)

REQ'D. APPROX. 35 SY ~ 5'

WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

REQ'D. APPROX. 32 SY ~ 5'

WIDE SIDEWALK (SEE

DETAIL, SHEET 19)

REQ'D. 10 LF ~

CONC. CURB

AND GUTTER

5.00'

EP 11+26.41

N =693,497.730 E =2,882,342.351

PI 10+78.90

N =693,465.414 E =2,882,326.949

PI 11+11.41

N =693,497.917

E =2,882,327.353

REQ'D. 12 LF ~ DBL. 8"

SCH. 40 PVC @ 0.83%

FL 224.85

FL 224.95

CHAIN-LINK FENCE

TO REMAIN

UNDISTURBED

REMOVE AND DISPOSE

OF APPROX. 3 SY

EXIST. CONC. SWALE

TIE IN TO EXISTING

SIDEWALK

E X

T C O N C W A L K

NEW 5' WIDE

SIDEWALK EASEMENT

(0.005 AC)

TEMPORARY

CONSTRUCTION

SERVITUDE (0.433± AC)

5.00'

9+60 10+00 11+00 11+40

-5.50%-1.00%

4.32%

0.00%

1.75%

. 1 0+

STA. 10+37.30

ELEV=225.40

. 1 0+

. 9 +6

. 1 0+

1.00%0.80% 8.33% 0.00%

0.00% -4.35%

-4.95% 1.77%

STA. 10+54.00

ELEV=225.69

. 1 0+

. 1 1+

. 1 0+

. 1 1+

EXISTING GRADE

PROP. SIDEWALK GRADE

REQ'D. DBL. 8" SCH. 40

PVC DRAINS @ 12 LF

EACH @ 0.83%

FL (NORTH) 224.85

FL (SOUTH) 224.95

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "A" PLAN

STA. 9+60 TO 11+26

RIDGEWOOD DR. SIDEWALK "A" PROFILE

RIDGEWOOD DR. SIDEWALK "A" PLAN

M A

- S

. 9

- S

S H

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

1. REMOVE AND DISPOSE OF APPROX. 8 SY CONC. PAVEMENT

AND 28 LF CONC. CURB AND GUTTER

2. CONSTRUCT APPROX. 1 SY ~ 4" THICK CONC. SWALE

TRANSITION BETWEEN EXISTING SWALE AND NEW STORM DRAIN

PIPING

3. REMOVE AND DISPOSE OF APPROX. 6 LF EXISTING CHAIN-LINK

FENCE, POSTS, RAILS, HARDWARE, FABRIC, AND FOOTINGS

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text

CONTOUR INTERVAL = 1 FOOT

NOTES

BAIRD RD.

(ASPHALT)

S S S S S S S S S S S S S SEXIST. 8" SAN. SEWER

PARK GROUP LAND CO., LLC (NO PHYSICAL ADDRESS)

LOT 3, BAIRD ROAD DEVELOPMENT

(INST. #2881870, 4/18/2022)

4.146 AC.± - 161403-064-0003-00

INST #2884215 5/4/2022

EXIST. 8" SAN. SEWER

0+00 1+00 2+000+

T O

C L

R W

BEGIN 5' WIDE CONC.

SIDEWALK (WEST

SIDE)

STA. 0+10

REQ'D. APPROX. 129 SY ~

5' WIDE SIDEWALK (SEE

DETAIL, SHEET 19)

EJ EJ

BP 0+00.00

N =692,939.039

E =2,881,698.611

BP 0+00.00

N =692,992.033 E =2,881,699.420

7.70'

SEE SHEET 16

FOR QUANTITIES

0+10 1+00 2+00 2+40

0.00% -0.51% -0.86%

-0.25%

. 0 +1

. 0 +5

. 1 +1

. 1 +7

EXISTING GRADE

PROP. SIDEWALK GRADE

GROUND AT EXISTING R/W

EXISTING EDGE

OF BAIRD RD.

EXISTING EDGE

OF BAIRD RD.

GROUND AT EXISTING R/W

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 0+00 TO 2+40

BAIRD ROAD SIDEWALK "B" PROFILE

BAIRD ROAD SIDEWALK "B" PLAN

M A

- S

. 2

- S

S H

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

BAIRD RD.

(ASPHALT)

EXIST. SSMH 20JJ-49

TOP = 214.43

FL = 206.2±

S S S S S S SEXIST. 8" SAN. SEWER

S S S S S S S

S S

A P P R O X L O C A T

N E X

T S A N

S E W

E R S

E R V

G G

FL 18" RCP = 211.00

D R

S P H A L T

W W

A P P R O X L O C A T

N E

T W

A T E R

EXIST. CONC. WALK

APPROX. R/W

BAIRD RD. PARTNERS, LP - LOT 2, BAIRD ROAD

DEVELOPMENT

(INST. #2881870, 4/18/2022) - 4.443 AC.± -

161403-064-0002-00 - INST #2884214 5/4/2022

PRIVATE UTILITY SERVITUDE

AND SERVITUDE OF PASSAGE

FOR LOTS 2 AND 3

BAIRD ROAD DEVELOPMENT

(INST. #2881870, 4/18/2022)

EXIST. 8" SAN. SEWER

E X

R C P

S T O R M D

R A

APPROX. EDGE OF TURN LANE PAVING

BY OTHERS (RALEY & ASSOC.,

6/17/2024 PLANS)

EXIST. 8" SAN. SEWER

REQ'D. S1-1 AND SW16-2aP

SIGN ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

3+00

4+00 5+00

PROPOSED CONC.

SIDEWALK (BY

OTHERS)

PROPOSED CONC.

SIDEWALK (BY

OTHERS)

REQ'D. APPROX. 27 SY ~ 5'

WIDE CONC. SIDEWALK (SEE

DETAIL, SHEET 19)

EJ EJ

SCJ

REMOVE AND DISPOSE OF

APPROX. 52 SY CONC. SIDEWALK

T O

C L

R W

REQ'D. APPROX. 41 SY ~ 5'

WIDE CONC. SIDEWALK (SEE

DETAIL, SHEET 19)

PI 2+61.15

N =693,200.156

E =2,881,702.598

PI 4+26.54

N =693,365.493

E =2,881,698.317

END SIDEWALK -

TIE-IN BY OTHERS

BEGIN SIDEWALK -

TIE-IN BY OTHERS

A P P R O X L O C A T

N E

T W

A T E R

R = 10'

R = 15'

2+40 3+00 4+00 5+00

. 2 +7

0.34%

. 4 +2

. 5 +0

EXISTING GRADE

PROP. SIDEWALK GRADE

EXISTING R/W

EXISTING EDGE

OF BAIRD RD.

EXISTING EDGE

OF BAIRD RD.

END SIDEWALK AT

STA. 2+78, 4.85' LEFT

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 2+40 TO 5+00

BAIRD ROAD SIDEWALK "B" PROFILE

BAIRD ROAD SIDEWALK "B" PLAN

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

M A

- S

. 2

- S

S H

M A

- S

. 5

- S

S H

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

BAIRD RD.

(ASPHALT)

S S S S S S S S S S S S S S

EXIST. 8" SAN. SEWER

EXIST. CONC. WALK

SHREVE MEMORIAL LIBRARY

O O

D D

BAIRD RD. PARTNERS, LP - LOT 2, BAIRD ROAD DEVELOPMENT

(INST. #2881870, 4/18/2022) - 4.443 AC.± - 161403-064-0002-00 - INST #2884214 5/4/2022

EXIST. CONC. WALK

PROPOSED CONC.

SIDEWALK

REMOVE AND DISPOSE

OF APPROX. 92 SY ~

CONC. SIDEWALK

PROPOSED CONC. WALK

APPROX. R/W

' R

T- O

F- W

A Y

REQ'D. 34 SY ~ CONC.

DRIVEWAY (6" THICK)

(SEE DETAILS, SHEET 19)

5+00

6+00

7+000+

T O

C L

R W

BP 0+00.00

N =693,634.856 E =2,881,716.683

PI 5+64.41

N =693,503.352 E =2,881,700.376

PI 6+79.99

N =693,617.805

E =2,881,716.423

PROPOSED RT. TURN LANE

PAVING BY OTHERS

REMOVE AND DISPOSE

OF APPROX. 30 SY ~

CONC. DRIVWAY

EJ SC

J EJ SC

EJ EJ SC

J EJ SC

SCJ

SEE SHEET 17

FOR QUANTITIES

REQ'D. APPROX. 116 SY ~ 5'

WIDE CONC. SIDEWALK (SEE

DETAILS, SHEET 19) REQ'D. APPROX. 19 SY ~ 5'

WIDE CONC. SIDEWALK (SEE

DETAILS, SHEET 19)

BAIRD DR.

(ASPHALT)

5+00 6+00 7+00 7+60

-0.46% -3.53%

-2.46% -0.48%

1.57%

1.64% -0.33% -0.59%

. 5 +0

. 5 +6

. 5 +9

. 6 +4

. 6 +7

. 6 +9

. 7 +1

. 7 +2

. 7 +6

EXISTING GRADE

PROP. SIDEWALK GRADE

EXISTING EDGE

OF BAIRD RD. EXISTING EDGE

OF BAIRD RD.

PROP. DRIVEWAY

REPLACEMENT (SEE PLAN)

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 5+00 TO 7+60

BAIRD ROAD SIDEWALK "B" PROFILE

BAIRD ROAD SIDEWALK "B" PLAN

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

M A

- S

. 5

- S

S H

M A

- S

. 7

- S

S H

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

BAIRD RD.

(ASPHALT)

S S S S S S S S S S SEXIST. 8" SAN. SEWER

EXIST. SSMH 18JJ-49

TOP = 213.14

FL = 206.9±

S S

EXIST. 24" RCP

FL 210.66

E X

IST

. 24" R C P

EXIST. 24" RCP

FL 211.32

EXIST. 24" RCP

FL 213.17

EXIST. 24" RCP

C O N C R E T E

D R

C O N C R E T E

D R

SHREVE MEMORIAL LIBRARY

APPROX. R/W

REQ'D. APPROX. 64 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

C L

REQ'D. HANDICAP

RAMPS (SEE DETAIL,

SHEET 20)

REMOVE AND REPLACE

44 SY CONCRETE

DRIVEWAY

PARISH OF CADDO - 2111 BERT KOUNS IND. LOOP

5.994 AC.± 161403-000-0178-00 BK. 3385, PG. 26 4/13/2000

APPROX. LOCATION

EXIST. 6" SAN. SEWER

REQ'D. 12" SOLID

WHITE CROSSWALK

MARKINGS @ 3' O.C.

8+00 9+00

10+00

PI 9+74.61

N =693,912.390

E =2,881,720.921

PI 10+00.89

N =693,935.355 E =2,881,708.125

REQ'D. 3:1 SLOPED SAFETY

END TREATMENT (24")

REQ'D. 26 LF ~

24" RCP @

0.65%

REQ'D. 4'x4' JUNCTION BOX

TOP ELEV. = 216.83

FL 24" (OUT) = 213.05

EJEJ

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

EJ SC

SCJ

REQ'D. 4'x4' GRATE INLET

TOP ELEV. = 216.40

FL 24" = 213.13

SCJ

REQ'D. 12 LF ~

24" RCP @ 0.67%

REQ'D. APPROX. 31 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

REQ'D. 4'x4' GRATE INLET

TOP ELEV. = 216.35

FL 24" = 213.30

REQ'D. 4'x4' JUNCTION BOX

TOP ELEV. = 215.15

FL 24" (OUT) = 211.30

REQ'D. 4 LF ~

24" RCP @

0.65%

SCJ

STA. 8+00 TO STA. 8+80: PLACE FILL AND

SLOPE 3:1 TO DAYLIGHT - LEFT SIDE

(PAYMENT UNDER ITEM 305.2 - IMPORTED

BORROW EXCAVATION)

SAW CUT OR

CLEANLY BREAK AT

EXIST. JOINT

7+60 8+00 9+00 10+00 10+20

0.60% 5.77%

2.25%

1.08% 0.69%

. 7 +6

. 8 +2

. 8 +7

. 8 +9

. 9 +1

1.10% 0.60% 1.26%

. 9 +4

. 9 +5

. 9 +6

. 1 0+

EXISTING GRADE

PROP. SIDEWALK GRADE

EXISTING 24" CROSS DRAIN

FL 210.66 (DOWNSTREAM END)

EXISTING 24"

FL 211.32

EXISTING 24" RCP

FL 213.05

CENTERLINE EXIST.

DITCHEXISTING EDGE

OF BAIRD RD.

REQ'D. 4'x4' JUNCTION BOX

TOP EL. = 216.83

FL = 213.05

REQ'D. 4'x4' GRATE INLET

TOP EL. = 216.40

FL = 213.13

REQ'D. 12 LF ~ 24" RCP

STORM DRAIN @ 0.67%

FL = 213.05 FL = 213.13

FL = 213.30

SLOPE TO DRAIN REQ'D. 4'x4' GRATE INLET

TOP EL. = 216.35

FL = 213.30

REQ'D. 26 LF ~ 24" RCP

STORM DRAIN @ 0.65%

REQ'D. 4 LF ~ 24" RCP

STORM DRAIN @ 0.65%

REQ'D. 3:1 SLOPED SAFETY

END TREATMENT (24")

REQ'D. 4'x4' JUNCTION BOX

TOP EL. = 215.15

FL = 211.30

FL = 211.27

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 7+60 TO 10+20

BAIRD ROAD SIDEWALK "B" PROFILE

BAIRD ROAD SIDEWALK "B" PLAN

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

M A

- S

. 7

- S

S H

M A

- S

. 1

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

P BAIRD RD.

(ASPHALT)

S S S S S S S S S S S S SEXIST. 8" SAN. SEWER

EXIST. 8" SAN. SEWER

A S P H A L T

D R

S P H A L T

D R

C L

HUYNH, BE THI AND LIHN NHAT HUYNH

2101 BERT KOUNS IND. LOOP

LOT 1, COMMERCIAL DEVELOPERS SUBDIVISION

161403-042-0001-00 INST. #2742477 5/13/2019

PARISH OF CADDO

2111 BERT KOUNS IND. LOOP

5.994 AC.±

161403-000-0178-00

BK. 3385, PG. 26 4/13/2000

TBM #03

5/8" IRON ROD

N = 694,114.064 E = 2,881,712.980

ELEV. = 221.48

11+00 12+00

EJ EJ EJ

REMOVE AND DISPOSE

OF APPROX. 19 SY ~

ASPHALT PAVEMENT

REMOVE AND DISPOSE

OF APPROX. 19 SY ~

ASPHALT PAVEMENT

EJ EJ

REQ'D. APPROX. 39 SY ~ 5' WIDE

SIDEWALK (SEE DETAILS, SHEET 19)

EET 19)

REQ'D. APPROX. 71 SY ~ 5' WIDE

SIDEWALK (SEE DETAILS, SHEET 19)

REQ'D. APPROX. 14 SY ~ 5'

WIDE SIDEWALK - 6" THICK

REQ'D. APPROX. 14 SY ~ 5'

WIDE SIDEWALK - 6" THICK

THICKEN SIDEWALK TO 6" AT DRIVEWAYS

REQ'D. APPROX. 5.6 SY

ASPHALT PATCH

REQ'D. APPROX. 5.6 SY

ASPHALT PATCH

10+20 11+00 12+00 12+70

0.88%

1.63% -1.93%

2.12%

2.53% 0.79%

3.65%

. 1 0+

5 ST

. 1 1+

5 ST

. 1 1+

. 1 2+

EXISTING GRADE

PROP. SIDEWALK GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 10+20 TO 12+70

BAIRD ROAD SIDEWALK "B" PROFILE

BAIRD ROAD SIDEWALK "B" PLAN

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

M A

- S

. 1

M A

- S

. 1

15SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

ASPHALT

EXIST. SSMH 15JJ-49

TOP = 222.99

FL = 208.6±

S S

EXIST. 8" SAN. SEWER

W W W W W W

APPROX. LOCATION

EXIST. 6" WATER MAIN

W W

W A P P R O X L O C A T

N E X

T W

A T E R

EXIST. FIRE

HYDRANT

EXIST. GUY

WIRES

EXIST. CONC. W

ALK

EXIST. STEEL

COMMERCIAL SIGN

E E

EAPPROX. LOCATIONTRAFFIC SIGNAL SUPPORT CABLE

EXIST. TRAFFIC

POLE

EXIST. UG

TELEPHONE /

TRAFFIC BOX

EXIST. FIBER

OPTIC MARKER

EXIST. GUY

WIRES

P P

A P P R O X L O C A T

N E X

T W

A T E R M

REQ'D. 12" SOLID

WHITE CROSSWALK

MARKINGS @ 3' O.C.

13+00

EP 13+55.62

N =694,222.335

E =2,881,783.255

PI 13+44.31

N =694,211.191 E =2,881,781.291

P.C. 12+72.50 N =694,206.933

E =2,881,712.271

P.T. 12+80.33 N =694,211.857 E =2,881,717.323

D R

(C O N C

SCJ

EJ REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

CONCRETE

REQ'D. HANDICAP RAMP

(SEE DETAIL, SHEET 20)

REQ'D. HANDICAP RAMP

(SEE DETAIL, SHEET 20)

REQ'D. 7.5 LF ~

CONC. CURB

AND GUTTER

REMOVE AND

DISPOSE OF 12.5

LF ~ CONC. CURB

AND GUTTER

REMOVE AND

DISPOSE OF 12.5

LF ~ CONC. CURB

AND GUTTER

REQ'D. 7.5 LF ~

CONC. CURB

AND GUTTER

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

SCJ

EJREQ'D. 6.5 SY ~ 5'

WIDE SIDEWALK

(SEE DETAILS,

SHEET 19)

12+70 13+00 13+80

-0.73%-2.63% -4.64%

. 1 2+

STA. 12+90.40

ELEV=221.65

. 1 2+

EXISTING GRADE

PROP. SIDEWALK GRADE SEE PLAN FOR NEW

SIDEWALK - MATCH

EXISTING GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "B" PLAN

STA. 12+70 TO 13+56BAIRD RD. SIDEWALK "B" PROFILE

BAIRD RD. SIDEWALK "B" PLAN

MATCH LINE - STA. 12+70

SEE SHEET 14

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

P P

S S

E X

T S A N S E W

E R

W W

W A P P R O X L O C A T

N E X

T W

A T E R M

E X

T C O N C

E W

A L K

P P

0+00 0+63

SCJ

EJ SC

SCJ

REMOVE AND

DISPOSE OF APPROX.

2.7 SY ~ ASPH.

PAVING

SCJ

EJEJ

SCJ

REQ'D. S1-1 AND SW16-7P

SIGN ASSEMBLY (SEE

SCHOOL CROSSING SIGNS,

SHEET 21)

PI 0+53.27

N =692,990.669 E =2,881,762.516

PI 0+75.81

N =693,013.211 E =2,881,762.860

BP 0+00.00

N =692,992.033

E =2,881,699.420

EP 0+63.11

N =692,991.070

E =2,881,762.522

REQ'D. HANDICAP

RAMPS (SEE SHEET

20 FOR DETAIL)

REQ'D. 12" SOLID WHITE

CROSSWALK MARKINGS

@ 3' O.C.

REQ'D. APPROX.

3 SY ~ 5' WIDE

SIDEWALK

SEE SHEET 5

SEE SHEET 10

C BAIRD WEST TO EAST D BAIRD WEST TO EAST AT RIDGEWOOD

-0+10 0+00 1+00

0.75%1.60% 1.00%

. 0 +0

. 0 +1

. 0 +2

-1.38% -0.62% -1.60%

. 0 +4

. 0 +5

. 0 +6

EXISTING GRADE

PROP. SIDEWALK GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "C" PLAN

STA. 0+00 TO 0+63

SIDEWALK "C" PROFILE

SIDEWALK "C" PLAN

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

P P P

S S

S E X

T S A N S E W

E R

D R

D . P

S, L P

T 2, B

R D

R O

(IN

0, /1 8/

A C

-0

REQ'D. 12" SOLID

WHITE CROSSWALK

MARKINGS @ 3' O.C.

80' RIGHT-OF-WAY

0+00

BP 0+00.00

N =693,634.856 E =2,881,716.683

PI 6+79.99

N =693,617.805

E =2,881,716.423

REMOVE AND DISPOSE

OF APPROX. 1.2 SY ~

ASPH. PAVING

REQ'D. HANDICAP

RAMP (SEE SHEET

20 FOR DETAILS)

SCJ

SCJSC

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

(A S P H A L T

-0+10 0+00 0+30

1.60% 7.76%

. 0 +0

. 0 +1

EXISTING GRADEPROP. SIDEWALK GRADE

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "D" PLAN

STA. 0+00 TO 0+30

BAIRD RD. SIDEWALK "D" PROFILE

BAIRD RD. SIDEWALK "D" PLAN

M A

- S

. 0

- S

S H

18 NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

PPPPP

PPPPPP

WWWWWWWWWW

O O

D D

(A S P H A L T

REQ'D. APPROX. 67 SY ~

5' WIDE SIDEWALK (SEE

DETAILS, SHEET 19)

APPROX. LOCATION

EXIST. 8" WATER MAIN

FL 214.50

REQ'D. 16 LF ~ 11" x

18" RCPA @ 0.63%

ONEAL KOUNS, LLC, ET AL - 5.586± ACRES

161403-000-0166-00 INST. #1965438, 3/16/2005

APPROX. LOCATION

EXIST. 8" WATER MAIN

80' R

H T-O

F-W A

S C H O O L S

1+00

2+00 2+46

SCJ

EJSC

EP 2+46.44

N =693,471.701 E =2,881,802.851

PI 0+63.12

N =693,633.486

E =2,881,779.788

PI 1+63.54

N =693,554.594

E =2,881,803.880

P.C. 1+33.68 N =693,562.930

E =2,881,778.710

P.T. 1+46.27 N =693,554.808

E =2,881,786.610 P.C. 5+04.85

N =693,442.196 E =2,881,769.603

P.T. 5+51.88 N =693,471.736

E =2,881,799.960

FL 214.60

O O

D D

(A S P H A L T

BAIRD DR.

(ASPHALT)

REQ'D. HANDICAP RAMP

(SEE DETAIL, SHEET 20)

REMOVE AND DISPOSE

OF APPROX. 1.7 SY

ASPHALT PAVEMENT

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

REQ'D. S1-1 AND SW16-7P SIGN

ASSEMBLY (SEE SCHOOL

CROSSING SIGNS, SHEET 14)

SCJ

EJ SC

SCJ

REQ'D. HANDICAP RAMP

(SEE DETAIL, SHEET 20)

REMOVE AND DISPOSE

OF APPROX. 1.7 SY

ASPHALT PAVEMENT

TRANSITION

CROSS-SLOPE AS

SHOWN OVER 10 LF

APPROX. LOCATION

EXIST. 8" WATER MAIN

RAD. = 5'

RAD. = 13'

RAD. = 8'

0+30 1+00 2+00 2+60

6.25% 1.43% -1.60%

-1.60% -3.11%4.00%1.69% -0.08% -0.70%

. 0 +3

. 0 +4

. 0 +5

. 0 +6

. 1 +6

. 1 +7

STA. 1+75.00

ELEV=216.57

. 1 +0

. 1 +3

. 1 +6

-4.00%4.67%

1.59% 3.75% 0.68%

STA. 2+00.00

ELEV=216.66 ST

A . 2

+0 1.

. 2 +0

. 2 +4

. 2 +1

. 2 +3

EXISTING GRADEPROP. SIDEWALK GRADE

PROP. SIDEWALK GRADE

REQ'D. 16 LF ~ 11" x 18" RCPA @ 0.63%

FL (SOUTH) 214.60

FL (NORTH) 214.50

REQ'D. 16 LF ~ 11" x 18"

RCPA @ 0.63%

FL (EAST) 214.90

FL (WEST) 214.80

JULY 31, 2025

OWEN

ENGINEERING, LLC

900 Market St., Suite 201 Shreveport, LA 71101

(318) 828-1126

PROJECT NO.:

ISSUED:

DRAWN BY:

CHECKED BY:

SCALE:

SHEET TITLE

SHEET NUMBER

Y O

R T

D O

, L O

R T, L O

) 7

-6

D R

D . A

N D

O O

D D

N O

C R

O N

C24003

JULY 31, 2025

JRL

MEO

AS NOTED

T N

U M

: C

SIDEWALK "D" PLAN

STA. 0+30 TO 2+46

BAIRD ROAD SIDEWALK "D" PROFILE

BAIRD ROAD SIDEWALK "D" PLAN

MATCH LINE - STA. 0+30 - SEE SHEET 17

NEW CONCRETE

PAVEMENT OR SIDEWALK REMOVAL

LEGEND (TYPICAL, ALL SHEETS) :

EXPANSION JOINTEJ

SAWN CONTRACTION JOINT OR CONSTRUCTION JOINTSCJ

TRANSVERSE EXPANSION JOINT (TIE-IN TO EXISTING PAVEMENT)EJ-T

PAVEMENT OR SIDEWALK REMOVAL BY OTHERS

SEE SHEET 7

SIDEWALK CROSS-SLOPE DIRECTION (2.00% MAX.)

AutoCAD SHX Text

MARK ENOS OWEN

AutoCAD SHX Text

AutoCAD SHX Text License No. 28092

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

1/4" TO 3/8"

1/4" 1"

FORMED

EXPANSION JOINT

NOT TO SCALE

CONSTRUCTION JOINT

CONSTRUCTION JOINTS TO BE PLACED AT

EXPANSION JOINT LOCATIONS OR OTHER

LOCATIONS APPROVED BY ENGINEER

NOT TO SCALE

EXPANSION JOINT

NOT TO SCALE

SAWN CONTRACTION JOINT

NOT TO SCALE

JOINT SEAL DETAIL

R=1/8"

NOT TO SCALE

TIE IN TO EXISTING WALK

4"±

5' WIDE - NOT TO SCALE

TYPICAL WALK SECTION

NOTE 2: TO REPLACE SOFT SPOTS, AND WHERE FILL IS REQUIRED, IMPORT SANDY

CLAY OR CLAYEY SAND MEETING THE REQUIREMENTS OF SELECT FILL IN NOTE 1

ABOVE.

UNDISTURBED SUBGRADE

NOTE 1: SELECT FILL TO BE SANDY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 8, 2025.