Plans.pdf

PDF 28 MB Posted Aug 25, 2025

Attached to: ARP Street Improvements - McKinley Ave - C24007
Solicitation number: 25-047
Issued by: Caddo Parish, Louisiana

About this file

Written by GovTribe AI · Aug 26, 2025

These construction plans detail the ARP Street Improvements Project No. C24007 for McKinley Avenue in Caddo Parish, Louisiana, prepared by the City of Shreveport Department of Public Works. The project involves the demolition of existing asphalt roadway and reconstruction of the roadway with concrete pavement, including curb and gutter, spanning approximately 0.19 miles (1.2 acres). The project is located on McKinley Avenue and will include roadway reconstruction, concrete drives, parking lot panels, handicap ramps, striping, and associated infrastructure improvements. The design speed is 25 mph, and the project is designed with current ADA requirements. Construction will involve removing existing asphalt and concrete surfaces, installing new concrete pavement, curbing, drainage improvements, and traffic control measures.

The project is funded through ARP (American Rescue Plan) funds, with a design dated July 2025 and a project number of C24007. The construction plans include 26 total sheets covering aspects such as project layout, demolition plans, pavement plans, joint layouts, striping plans, cross-sections, and various technical details. The roadway will be reconstructed with 10-inch thick Portland cement concrete with a minimum 4,000 PSI compressive strength, 6-inch crushed aggregate base, and 12-inch lime-treated subgrade. The project involves multiple property owners, including Matthews Commercial Properties, L.L.C., 5L Properties, L.L.C., Dean Tonya Joshua, and E & E Investments, L.L.C. Contractor responsibilities include utility protection, traffic maintenance, erosion control, and adherence to city, state, and federal regulations.

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File	Type	Posted
IFB 25-047 ARP Street Improvements - McKinley Ave - C24007.pdf	PDF	Aug 25, 2025
Specifications.pdf	PDF	Aug 25, 2025

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BARKSDALE AFB

SHV REG.

AIRPORT

169 789

175 154

169 173

220 80

SPRING

RIDGE

STONEWALL

KEITHVILLE

BETHANY

BLANCHARD

DIXIE BENTON

PRINCETON

DOYLINE

ELM

GROVE

McDADE

CASPIANA POOLE

RED

CHUTE

HAUGHTON

GREENWOOD

MOORINGSPORT

WASKOM

TAYLORTOWN

BOSSIER

CITY

SHREVEPORT

RIVER

RED R

IVER

SHV DOWNTOWN AIRPORT

WALLACE LAKE

CROSS LAKE

CADDO LAKE

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NOT TO SCALE

LOCATION MAP

505 TRAVIS STREET

SHREVEPORT, LA 71101

www.shreveportla.gov

401 MARKET STREET

SHREVEPORT, LA 71101

TEL. (318) 716 . 6132

www.halff.com

AVO: 47786.026 DATE: 7/25/2025 1.0

PREPARED BY:OWNER/CLIENT:

Know what'sbelow.

before you dig.Call

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED

TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811

ONE CALL SYSTEM" AT 1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY

EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL ALSO BE

FULLY RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND ELEVATIONS OF ALL

EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO

AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR

AND RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY

COMPANY'S APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

MAYOR OF SHREVEPORT

TOM ARCENEAUX

DISTRICT A REPRESENTATIVE

TABATHA TAYLOR

DISTRICT B REPRESENTATIVE

GARY BROOKS

DISTRICT C REPRESENTATIVE

JIM TALIAFERRO

DISTRICT D REPRESENTATIVE

GRAYSON BOUCHER

DISTRICT E REPRESENTATIVE

DR. ALAN JACKSON, JR.

PUBLIC WORKS DIRECTOR

JARVIS MORGAN

DISTRICT F REPRESENTATIVE

JAMES GREEN

DISTRICT G REPRESENTATIVE

URSULA BOWMAN

CITY ENGINEER

DAVID B. SMITH, P.E.

VICINITY MAP

SCALE: NTS

NO. DATE DESCRIPTION

REVISION

HALFF

401 MARKET STREET

SHREVEPORT, LA 71101

CONTACT: MARCUS TAYLOR

EMAIL: MTAYLOR@HALFF.COM

TEL: (318) 716 . 6132

FIRM/ BUSINESS NO.: 312 STATE: LA

ENGINEER TYPE OF CONSTRUCTION

DEMO OF EXISTING ASPHALT ROADWAY.

RECONSTRUCTION OF ROADWAY TO

CONCRETE PAVEMENT WITH CURB &

GUTTER.

DATUM

HORIZONTAL: NAD83 LA STATE

PLANE/NORTH ZONE/US FOOT

VERTICAL: NAVD88

CITY OF SHREVEPORT

DEPARTMENT OF PUBLIC WORKS

CONSTRUCTION PLANS FOR

ARP STREET IMPROVEMENTS

PROJECT No. C24007

CADDO PARISH

JULY 2025

McKINLEY AVE

DESIGN SPEED

MCKINLEY AVENUE: 25 MPHPROJECT SITE

McKINLEY AVENUE

NOTES:

1. CITY OF SHREVEPORT STANDARD SPECIFICATIONS FOR

INFRASTRUCTURE IMPROVEMENTS, 2021 SHALL GOVERN THIS PROJECT.

2. PROJECT WAS DESIGNED WITH CURRENT ADA REQUIREMENTS.

I-2

I-20

I-4

INDEX OF SHEETS

Sheet Number Sheet Title

1.0 COVER SHEET

2.0 GENERAL NOTES

3.0 PROJECT LAYOUT

4.0 SUMMARY OF QUANTITIES

5.0 MCKINLEY AVE TYPICAL SECTIONS

5.1 MCKINLEY AVE TYPICAL SECTIONS

6.0 MCKINLEY AVE DEMO PLAN

7.0 MCKINLEY AVE PAVE PLAN (1 OF 2)

7.1 MCKINLEY AVE PAVE PLAN (2 OF 2)

8.0 MCKINLEY AVE SUGGESTED JOINT LAYOUT

8.1 MCKINLEY AVE SUGGESTED JOINT LAYOUT

9.0 MCKINLEY AVE STRIPING PLAN

10.0 MCKINLEY CROSS SECTIONS (1 OF 2)

10.1 MCKINLEY CROSS SECTIONS (2 OF 2)

11.0 PAVEMENT (JOINT) DETAILS

11.1 PAVEMENT DETAILS

11.2 EROSION CONTROL DETAILS

11.3 DRAINAGE DETAILS

11.4 DRAINAGE DETAILS

11.5 TRAFFIC CONTROL DETAILS

11.6 TRAFFIC CONTROL DETAILS

11.7 TRAFFIC CONTROL DETAILS

11.8 TRAFFIC CONTROL DETAILS

11.9 TRAFFIC CONTROL DETAILS

11.10 TRAFFIC CONTROL DETAILS

11.11 TRAFFIC CONTROL DETAILS

TOTAL SHEET COUNT: 26

07/08/25

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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47786.026 7/8/2025

GENERAL NOTES

2.0

GENERAL NOTES

1. THE CONTRACTOR SHALL CALL LOUISIANA ONE CALL 1.800.272.3020. IT IS THE

CONTRACTORS RESPONSIBILITY TO ADHERE TO THE REQUIREMENTS OF THE LOUISIANA

ONE CALL NOTIFICATION PROGRAM. LOUISIANA STATE LAW R.S. 40:1749.13 REQUIRES

EXCAVATORS AND DEMOLISHERS TO SERVE TELEPHONIC NOTICE OF THE INTENT TO

EXCAVATE OR DEMOLISH TO A REGIONAL NOTIFICATION CENTER. THIS NOTICE SHALL BE

GIVEN AT LEAST 48 HOURS, BUT NOT MORE THAN 120 HOURS,EXCLUDING WEEKENDS AND

HOLIDAYS, IN ADVANCE OF THE COMMENCEMENT OF ANY EXCAVATION OR DEMOLITION

ACTIVITY.

2. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS AS SUPPLEMENTED AND/OR AMENDED BY THE PLANS, SUPPLEMENTAL

SPECIFICATIONS, AND OTHER SPECIAL PROVISIONS, DATED 7/8/2025.

3. CONTRACTOR SHALL CONTACT THE CITY OF SHREVEPORT REPRESENTATIVE PRIOR TO

CONSTRUCTION TO COORDINATE WORK.

4. CAUTION!!! ALL EXISTING UTILITIES PLOTTED FROM INFORMATION PROVIDED BY THE

RESPECTIVE UTILITY COMPANIES, AVAILABLE AS-BUILT DRAWINGS, AND FIELD LOCATION OF

ABOVE GROUND FEATURES ONLY. NOT ALL EXISTING UTILITIES MAY BE SHOWN ON THE

DRAWINGS. THE ENGINEER AND CITY ASSUME NO LIABILITY FOR DAMAGES TO EXISTING

UTILITIES NOT SHOWN ON THE PLANS, OR DAMAGES RESULTING FROM DISCREPANCIES

BETWEEN THE LOCATION OF UTILITIES SHOWN ON THE PLANS, AND THEIR ACTUAL

LOCATION.

5. 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.

6. IT IS CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR SAFE ACCESS (INGRESS AND

EGRESS) IN ALL WEATHER CONDITIONS TO PROPERTY OWNERS AND TO VEHICULAR

TRAFFIC DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL STRICTLY

ADHERE TO CITY, STATE AND FEDERAL REQUIREMENTS FOR SAFETY DURING

CONSTRUCTION, AND SHALL REVISE AND UPDATE THE TRAFFIC CONTROL & SEQUENCING

PLANS MONTHLY OR AS NECESSARY, AND AS APPROVED BY CITY AND PROJECT ENGINEER.

7. THE CONTRACTOR SHALL INSTALL THE CAPITAL IMPROVEMENT PROJECT SIGNS AS

SPECIFIED IN SPECIAL CONDITIONS OF THE PROJECT MANUAL PRIOR TO CONSTRUCTION.

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

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

PRIOR TO DEMOLITION TO PROVIDE A NEAT EDGE FOR TIE TO NEW CONSTRUCTION, OR

CONTRACTOR SHALL REMOVE TO NEAREST JOINT. RESTORE DEMOLISHED AREAS TO

PRE-CONSTRUCTION CONDITIONS AT NO DIRECT PAY.

9. EXISTING TRAFFIC SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION, IF POSSIBLE.

SIGNS REMOVED AND RELOCATED OR REPLACED TO BE IN EQUAL OR BETTER CONDITION,

AT NO DIRECT PAY.

10. EXISTING LIGHT POLES TO REMAIN IN PLACE DURING CONSTRUCTION, IF POSSIBLE. LIGHT

POLES WHICH CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE RELOCATED BY

UTILITY COMPANY. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR

RELOCATION OF AFFECTED POLES.

16. ALL FENCES, SIGNS, MAILBOXES AND OTHER ITEMS REMOVED, OR DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO AS GOOD A CONDITION OR WITH A

BETTER MATERIAL, AT NO DIRECT PAY.

17. PROPERTY CORNER MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. ANY

ACCIDENTAL DISTURBANCE OF A PROPERTY CORNER MONUMENT IS TO BE REMEDIED BY A

PROFESSIONAL LAND SURVEYOR AT EXPENSE OF THE CONTRACTOR.

18. CONTRACTOR SHALL REMOVE, SALVAGE, AND REPLACE MAILBOXES, MASONRY COLUMNS,

AND BRICK PLANTERS AS REQUIRED FOR CONSTRUCTION AT NO DIRECT PAY. MAILBOXES

SHALL BE REPLACED 12 INCHES FROM THE BACK OF CURB, WITH THE MAILBOX HEIGHT

MATCHING THE EXISTING CONDITIONS. MAIL DELIVERY SHALL BE UNINTERRUPTED DURING

ALL PHASES OF CONSTRUCTION. MASONRY PAVERS DAMAGED OR UNUSABLE FOR

RECONSTRUCTING MAILBOXES, COLUMNS, OR PLANTERS SHALL BE REPLACED WITH

MASONRY PAVERS OF SIMILAR SIZE, COLOR, TEXTURE, AND MATERIAL.

19. CONTRACTOR SHALL LOCATE, VERIFY WORKING CONDITIONS, AND PROTECT ALL EXISTING

IRRIGATION SYSTEMS' LINES AND HEADS (IF ANY). REMOVE, ADJUST AND REINSTALL IN

GOOD CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION; REPLACE, IF IN DIRECT

CONFLICT, WITH THE SAME OR BETTER QUALITY MATERIAL AND APPURTENANCES.

20. ALL EXCAVATIONS SHALL BE PERFORMED IN STRICT ACCORDANCE WITH OSHA

REGULATIONS AND ANY OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND

ORDINANCES.

21. DURING CONSTRUCTION, POSITIVE DRAINAGE SHALL BE MAINTAINED IN ALL DRAINAGE

DITCHES AND CHANNELS.

22. ALL EARTHWORK, SOIL MATERIALS, AND PAVEMENT REQUIREMENTS INCLUDING BUT NOT

LIMITED TO SUBGRADE PREPARATION, COMPACTION, LIME TREATMENT, FILL

CONSTRUCTION, CONCRETE PAVEMENT DESIGN, FLEXIBLE PAVEMENT DESIGN, JOINT

SPACING, AND PREPARATION SHALL ADHERE TO ALL CITY REQUIREMENTS FOR

RESIDENTIAL AND COMMERCIAL STREET PAVEMENT, AND TO GEOTECHNICAL REPORT

"PROJECT DRGeoES 24048G", PERFORMED BY DAVE RAMBARAN, DATED AUGUST 21, 2024, AND INCLUDED IN PROJECT MANUAL FOR MONTROSE DR. FROM FAIRFIELD AVE. TO

THORNHILL AVE.

23. CONTRACTOR IS NOT PERMITTED TO PARK EQUIPMENT OR VEHICLES ON GRASS.

CONTRACTOR AND WORKERS MUST PARK VEHICLES AND EQUIPMENT ON ROADWAY OR

ADJACENT STREETS. ANY RUTTING, OR DAMAGE TO YARDS CAUSED BY CONTRACTOR'S

EQUIPMENT OR WORKER'S VEHICLES WILL BE FIXED AT THE CONTRACTOR'S EXPENSE.

24. ALL WORK IS SUBJECT TO FINAL INSPECTION BY THE CITY AND PROJECT ENGINEER.

PROJECT BIDDING NOTES

25. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND SPECIFICATIONS,

PREPARE DETAILED MATERIAL TAKE-OFFS, MAKE SITE VISITS AS REQUIRED, AND ESTIMATE

THEIR LABOR AND MATERIAL QUANTITIES AND COSTS ACCORDINGLY BEFORE SUBMITTING

THEIR BID. THIS WORK SHALL BE BID ON UNIT PRICE BASIS. ANY WORK, LABOR, MATERIALS, EQUIPMENT, FITTINGS, AND/OR APPURTENANCES REQUIRED BY THE PLANS AND

SPECIFICATIONS FOR COMPLETION OF THE PROJECT, AND NOT OTHERWISE IDENTIFIED

SHALL BE DEEMED INCIDENTAL TO CONSTRUCTION AND SHALL BE PERFORMED, SUPPLIED

AND INSTALLED AT NO ADDITIONAL PAY.

EROSION CONTROL GENERAL NOTES

26. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL STORMWATER

REGULATIONS. CONTRACTOR SHALL ACQUIRE ALL REQUIRED PERMITS PRIOR TO

COMMENCEMENT OF WORK. SEE SPECIAL CONDITIONS SECTION OF PROJECT MANUAL FOR

ADDITIONAL CONTRACTOR REQUIREMENTS.

27. APPROXIMATELY 1.2 ACRES OR .19 MILES OF ROADWAY WILL BE DISTURBED WITH THIS

CONSTRUCTION.

28. CONTRACTOR SHALL BE REQUIRED TO REMOVE SILT AND CONSTRUCTION DEBRIS FROM

ADJACENT STORM DRAIN LINES AT NO DIRECT PAY UPON FAILURE TO INSTALL AND

MAINTAIN SUFFICIENT EROSION CONTROL MEASURES. SAID FACILITIES SHALL BE

MAINTAINED UNTIL STABILIZATION OF DISTURBED AREAS IS COMPLETE.

29. FINAL LOCATION FOR ALL DRIVES SHALL BE APPROVED IN THE FIELD BY PROJECT

ENGINEER AND THE LAND OWNER PRIOR TO CONSTRUCTION.

TEMPORARY TRAFFIC CONTROL

30. TEMPORARY WORK ZONE TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH

SECTION 1309 OF THE PROJECT SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (M.U.T.C.D.), AND THE TRAFFIC CONTROL STANDARD PLANS INCLUDED IN

THE PLAN SET (WHERE APPLICABLE). ANY ADDITIONAL SIGNAGE OR OTHER DEVICES

REQUIRED BUT NOT SHOWN ON THE SUGGESTED SEQUENCE OF CONSTRUCTION AND

MINIMUM CONSTRUCTION SIGNING SHEETS INCLUDED IN THE PLAN SET SHALL BE

PROVIDED AT NO ADDITIONAL PAY.

31. CONTRACTOR SHALL MAKE ADJUSTMENTS TO PLAN (FOR CONSTRUCTION SEQUENCING

AND TEMPORARY SIGNS AND BARRICADES) IF REQUIRED TO ACCOMODATE TURN

MOVEMENTS FOR OVERSIZE VEHICULAR TRAFFIC OR OTHER UNANTICIPATED SITUATIONS

AT INTERSECTIONS.

CURB RAMPS:

32. MAXIMUM ALLOWABLE CROSS SLOPE OF CURB RAMP SURFACES IS 2%; DESIRED CROSS

SLOPE IS 1.5%.

33. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS RUNS SHALL BE

PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.

34. WHERE CURB RAMPS ARE LOCATED ADJACENT TO A WALKING SURFACE, A FLARE MUST BE

PROVIDED; OTHERWISE, A CURB MAY BE PROVIDED.

35. THE LANDING DIMENSIONS ARE 5'X5' WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. THE

LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING

TO THE LANDING.

36. DRAINAGE STRUCTURES SHOULD BE LOCATED ON THE UPSTREAM SIDE OF THE RAMP AND

LOCATED TO PREVENT PONDING NEAR THE CURB RAMP. DRAINAGE STRUCTURES SHOULD

BE PLACED OUTSIDE THE CROSSWALK.

37. SLOPES OF ADJOINING GUTTERS AND ROADWAY SURFACES IMMEDIATELY ADJACENT TO

THE CURB RAMP SHALL NOT EXCEED 5%.

38. CURB RAMPS SHOULD BE ALIGNED WITH THE DIRECTION OF PEDESTRIAN TRAVEL ON THE

CROSSWALK OR THEORETICAL CROSSWALK.

39. CURB RAMPS SHALL INCLUDE DETECTABLE WARNING SURFACES WITH TRUNCATED DOMES.

40. WHERE A CURB RAMP IS CONSTRUCTED WITHIN EXISTING CURB, CURB AND GUTTER

AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE

NEAREST JOINT BEYOND THE CURB TRANSITION OR THE EXTENT THAT NO REMAINING

SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG OR AS DIRECTED BY THE

PROJECT ENGINEER.

41. EXISTING SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE FLARE

SLOPE OR TO THE EXTEND THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'

LONG OR AS DIRECTED BY THE PROJECT ENGINEER.

42. ALL SLOPES SHOWN ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL

DRAIN PROPERLY WILL BE USED.

43. CURB RAMPS SHALL BE PLACED AND DESIGNED WHERE PONDING DOES NOT OCCUR AT

THE BOTTOM OR ON THE CURB RAMP.

44. CURB RAMPS PLACED OUTSIDE THE RADIUS OF THE CURB ARE PREFERRED. PAIRED CURB

RAMPS PLACED WITHIN THE RADIUS OF A CURB ARE ACCEPTABLE. SINGLE CURB RAMPS

PLACED ON THE APEX OF A CURB SHOULD NOT BE USED UNLESS SITE CONSTRAINTS, SUCH

AS THE LOCATION OF DRAINAGE STRUCTURES, REQUIRE IT.

DETECTABLE WARNING SURFACES:

45. FOR ADA COMPLIANCE, DETECTABLE WARNING SURFACES MUST BE PROVIDED ON ALL

PEDESTRIAN CURB RAMPS, MEDIANS AND PEDESTRIAN REFUGE ISLANDS (WIDTH 6' OR

GREATER), RAILROAD CROSSINGS AND AT-GRADE SIDEWALK AND SHARED-USE PATHS

INTERSECTING WITH ROADWAYS.

46. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF

RAISED TRUNCATED DOMES COMPLYING WITH ADA GUIDELINES. THE SURFACE MUST

CONTRAST VISUALLY WITH ADJOINING SURFACES, COLOR FOR DETECTABLE WARNING

SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK

OR DARK-ON-LIGHT.

47. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO

ACCUMULATE.

48. TRUNCATED DOMES SHOULD BE ALIGNED PERPENDICULAR OR RADIAL TO THE GRADE

BREAK BETWEEN THE CURB RAMP OR AT-GRADE SIDEWALK AND THE STREET.

49. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24” IN DEPTH IN DIRECTION OF

PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP RUN OR LANDING WHERE

THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. SOME DETECTABLE WARNING

PRODUCTS MAY REQUIRE A CONCRETE BORDER. THE CONCRETE BORDER SHOULD NOT

EXCEED 2”.

50. DETECTABLE WARNING SURFACES SHALL BE PLACED AT THE BACK OF CURB OR NO

GREATER THAN 5' FROM THE BACK OF CURB. DETECTABLE WARNING SURFACES MAY BE

CURVED ALONG THE CORNER RADIUS.

2+00 3+00

4+00

5+00

MCKINLEY AVE

N. MARKET ST

D R

MCKINLEY AVE

STA. 1+59.25

BEGIN CONSTRUCTION

MCKINLEY AVENUE

N: 741252.3637

E: 2891059.8278

STA. 5+96.07

END CONSTRUCTION

MCKINLEY AVENUE

N: 741171.9290 E: 2891458.6269

STA. 1+00.00

BEGIN PROJECT BASELINE

CENTERLINE OF NORTH MARKET ST

N: 741214.9599

E: 2891013.8936

KANSAS C

ITY AVE

JOSEPH ST

C H

AERO DR

(LA-1)

SCALE IN FEET

100 200 400

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1. EXISTING SURVEY PER RED CHUTE SURVEYING, LLC. JASON

WESTERMAN PLS (LA. REG. NO. 5203)

2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS

AND LOCAL TRAFFIC AT ALL TIMES

3. THE CONTRACTOR MUST MAINTAIN LOCAL TRAFFIC ALONG

ALL STREETS AND ACROSS ALL INTERSECTIONS, EXCEPT

DURING SCHEDULED AND APPROVED CLOSURES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FOR PLACEMENT

OF SIGNS AND BARRICADES AS REQUIRED UNTIL

COMPLETION OF CONSTRUCTION TO INSURE SAFE WORKING

CONDITION FOR ALL CONSTRUCTION PERSONNEL AS WELL

AS SAFE DRIVING CONDITIONS FOR THE GENERAL PUBLIC.

THE USE OF FLAGMEN SHALL BE UTILIZED AT THE

DISCRETION OF THE CONTRACTOR. TRAFFIC SHALL BE

MAINTAINED IN ACCORDANCE WITH ALL CURRENT

REGULATIONS SPECIFIED BY THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

4. CONTRACTOR SHALL GIVE 7 CALENDAR DAYS NOTICE TO

EACH PROPERTY OWNER, ASSOCIATION, OR GROUP PRIOR

TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES VIA

WRITTEN LETTER OR PUBLIC NOTICE FOR EACH

CONSTRUCTION PHASE.

LEGEND:

TEMPORARY BENCHMARK

PARCEL OWNER INFORMATION TABLE

MATTHEWS COMMERCIAL

PROPERTIES, L.L.C.

5L PROPERTIES, L.L.C.

DEAN, TONYA JOSHUA

JOSHUA AND L'SHIETA WRIGHT 12

E & E INVESTMENTS, L.L.C.

NOTES:

E & E INVESTMENTS, L.L.C.

PROPERTY BOUNDARY

PARCEL NUMBER1

ROADWAY CENTERLINE

47786.026 7/8/2025

PROJECT LAYOUT

3.0

AS SHOWN

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ISSUED:

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47786.026 7/8/2025

SUMMARY OF

QUANTITIES

4.0

2.0% VARIES

13' 13-18'

VARIES

EXIST. ROW

VARIESVARIES

2.0%

1' 1'

McKINLEY AVE

PROPOSED WIDENED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 1+39.19' - STA. 3+95.32'

LEGEND

10" THICK PORTLAND CEMENT CONCRETE,

MINIMUM 4,000 PSI COMPRESSIVE STRENGTH

6" THICK CRUSHED AGGREGATE BASE.

SHALL BE COMPACTED TO 95% MODIFIED

STANDARD PROCTOR.

12" THICK OF LIME TREATED SUBGRADE

4 PGL 1 4

2 35

MONOLITHIC MOUNTABLE CURB , SEE

DETAIL SHEET 11.1

BIAXIAL GEOGRID (TENSAR BX 1100 OR

EQUIVALENT)

MATERIAL VARIES, SEE PLAN AND PROFILE SHEET 7.0

GRASS: COMPACT TO 90% STANDARD PROCTOR.

CONCRETE AND AGGREGATE SURFACE COURSE:

COMPACT TO 95% STANDARD PROCTOR.

VARIES

VARIES%

McKINLEY AVE

EXISTING ROADWAY TYPICAL SECTION

(N.T.S.)

LEGEND

6-7" EXISTING ASPHALT PAVEMENT

EGL

1 EXISTING SUBGRADE (REF: GEOTECH REPORT)2

VARIES

EXIST. ROW

VARIES

EXIST. ROW

VARIES

VARIES VARIES

1 1

LOAD TRANSFER DEVICES SHALL BE

USED BETWEEN JOINTS

VARIES

VARIES%

MATERIAL VARIES SEE PLAN AND

PROFILE SHEET 7.0

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1. REFERENCE: GEOTECH REPORT PROVIDED BY DRGEOES, LLC., DATED AUGUST

16, 2024 (PROJECT # 24042G) LOCATED IN APPENDIX A OF SPECIFICATIONS

NOTES:

47786.026 7/8/2025

MCKINLEY AVE

TYPICAL SECTIONS

5.0

2.0% VARIES

13' 13'

26'

VARIES

EXIST. ROW

VARIESVARIES

2.0%

1' 1'

McKINLEY AVE

PROPOSED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 3+95.32' - STA. 5+96.12'

LEGEND

10" THICK PORTLAND CEMENT CONCRETE,

MINIMUM 4,000 PSI COMPRESSIVE STRENGTH

6" THICK CRUSHED AGGREGATE BASE.

SHALL BE COMPACTED TO 95% MODIFIED

STANDARD PROCTOR.

12" THICK OF LIME TREATED SUBGRADE

4 PGL 1 4

2 35

MONOLITHIC MOUNTABLE CURB, SEE

DETAIL SHEET 11.1

BIAXIAL GEOGRID (TENSAR BX 1100 OR

EQUIVALENT)

LOAD TRANSFER DEVICES SHALL BE

USED BETWEEN JOINTS (DOWEL BARS

-OR- MESH)

MATERIAL VARIES, SEE PLAN AND PROFILE SHEET 7.1

GRASS: COMPACT TO 90% STANDARD PROCTOR.

CONCRETE AND AGGREGATE SURFACE COURSE:

COMPACT TO 95% STANDARD PROCTOR.

MATERIAL VARIES SEE PLAN AND

PROFILE SHEET 7.1

8 8

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CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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1. REFERENCE: GEOTECH REPORT PROVIDED BY DRGEOES, LLC., DATED AUGUST

16, 2024 (PROJECT # 24042G) LOCATED IN APPENDIX A OF SPECIFICATIONS.

NOTES:

47786.026 7/8/2025

MCKINLEY AVE

TYPICAL SECTIONS

5.1

APPARENT ROW

2+00 3+00

4+00

5+00

CONCRETE

RIV

N. M

ARKET ST

CONCRETE PARKING CO

. D W

MCKINLEY AVE

APPARENT ROW

REMOVE 530 SY OF EXISTING

ASPHALT ROADWAY (STA 4+00 - END)

APPARENT ROW

ESTABLISHED PROJECT BASELINE

REMOVE 71 SY OF EXISTING

CONCRETE DRIVE

REMOVE 36 SY OF EXISTING

CONCRETE DRIVE

REMOVE 41 SY OF EXISTING

CONCRETE DRIVEWAY

REMOVE 200 SY OF EXISTING

CRUSHED ASPHALT &

GRAVEL ALONG ROADWAY

REMOVE 108 SY OF EXISTING

CONCRETE PARKING LOT PANELS

20'

6.5'

11.8'9'

2.4'

STA. 1+00.00

BEGIN PROJECT BASELINE

N: 741214.9599 E: 2891013.8936

STA. 1+39.19

BEGIN CONSTRUCTION

N: 741239.9483 E: 2891044.0775

REMOVE 110 SY OF EXISTING

CONCRETE APPROACH

REMOVE 637 SY OF EXISTING ASPHALT

ROADWAY (BEGIN - STA 4+00)

MATTHEWS COMMERCIAL

PROPERTIES, L.L.C.

E & E INVESTMENTS,

L.L.C.

5L PROPERTIES,

L.L.C.

5L PROPERTIES,

L.L.C.

SAWCUT EXISTING

CONCRETE PANELS

SAWCUT CLEAN EDGE AT

EXISTING ROADWAY APPROACH

SAWCUT CLEAN EDGE AT

EXISTING DRIVEWAY

SAWCUT CLEAN

EDGE AT R.O.W.

SAWCUT CLEAN EDGE AT EXISTING

DRIVEWAY ALONG R.O.W.

SAWCUT CLEAN EDGE AT EXISTING

DRIVEWAY ALONG R.O.W.

REMOVE 13 SY OF EXISTING

CONCRETE SIDEWALK

REMOVE 12 SY OF EXISTING

CONCRETE SIDEWALK

54'

45.7'

23.9'

23.5'

CONVERT EXISTING CURB

INLET INTO GRATE INLET

SEE SHEET 11.2

APPARENT ROW

4+00

5+00

C O

N C

E D

D R

THO

AS DR

MCKINLEY AVE

REMOVE 530 SY OF EXISTING

ASPHALT ROADWAY (STA 4+00 - END)

APPARENT ROW

ESTABLISHED PROJECT BASELINE

REMOVE 71 SY OF EXISTING

CONCRETE DRIVE

REMOVE 36 SY OF EXISTING

CONCRETE DRIVE

REMOVE 135 SY OF EXISTING

CONCRETE ROADWAY

REMOVE 28 SY OF EXISTING

CRUSHED ASPHALT &

GRAVEL ALONG ROADWAY

11.8'

2.4'

EXISTING CURB INLET

TO BE PROTECTED

STA. 5+96.12

END CONSTRUCTION

N: 741171.7437 E: 2891458.5150

THOMAS DR. EXTENT

END CONSTRUCTION

N: 741242.3815 E: 2891448.0930

E & E INVESTMENTS,

L.L.C.

5L PROPERTIES,

L.L.C. DEAN, TONYA

JOSHUA

JOSHUA,

L'SHIETA

WRIGHT 12

AND

E & E INVESTMENTS,

L.L.C.

SAWCUT CLEAN EDGE AT EXISTING

DRIVEWAY ALONG R.O.W.

SAWCUT CLEAN EDGE AT EXISTING

DRIVEWAY ALONG R.O.W.

SAWCUT CLEAN EDGE

AT EXISTING ROADWAY

SAWCUT CLEAN EDGE

AT EXISTING ROADWAY

MCKINLEY AVE

PROTECT AND RETAIN

EXISTING STORM PIPE

EXISTING CURB INLET

TO BE PROTECTED

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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. 4

C H

SCALE IN FEET

10 20 40

LEGEND:

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT

1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS.

NOTES:

TOP VIEW

BOTTOM VIEW

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR AND RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

REMOVAL OF CRUSHED

ASPHALT & GRAVEL

SCALE IN FEET

10 20 40

EXISTING FENCE LINE

PROPERTY BOUNDARY

EXISTING METAL BOLLARDS

47786.026 7/8/2025

DEMOLITION PLAN

(1 OF 1)

6.0

AS SHOWN

XXX EXISTING CONTOURS

EXISTING STORM PIPE

CONC. D

CONCRETE PARKING

. D W

2+00 3+00

4+00

5+00

N. M

ARKET ST

MATTHEWS COMMERCIAL

PROPERTIES, L.L.C.

E & E INVESTMENTS,

L.L.C.

5L PROPERTIES,

L.L.C.

5L PROPERTIES,

L.L.C.

PT STA. 3+79.99

N: 741273.0387

E: 2891269.5279

PC STA. 1+45.04

N: 741243.6800

E: 2891048.5851

STA. 1+39.19

BEGIN CONSTRUCTION

N: 741239.9483 E: 2891044.0775

STA. 1+00.00

BEGIN PROJECT BASELINE

N: 741214.9599 E: 2891013.8936

L=234.95' R=210.00'

Δ=64°06'09"

N50°22'47"E 45.04'

S65°31'04"E 166.71'

R 12'

R10'

R20'

R 20'

R20'

MCKINLEY AVE

ESTABLISHED PROJECT BASELINE

INSTALL TYPE 7

HANDICAP RAMP

ESTABLISHED PROJECT BASELINE

715 SY OF PROPOSED CONCRETE

ROADWAY (THIS SHEET)

DAYLIGHT PROPOSED CONCRETE PANELS TO

EXISTING CONCRETE PARKING LOT ELEVATION

INSTALL TYPE 7

HANDICAP RAMP

914 SY OF PROPOSED CONCRETE

ROADWAY(THIS SHEET)

INSTALL 112 SY OF GRASSED BUFFER

BETWEEN BACK OF CURB AND R.O.W.

APPARENT ROW

28 SY OF PROPOSED

CONCRETE DRIVEWAY

91 SY OF PROPOSED CONCRETE

PARKING LOT PANELS AT 6" THICK

46 SY OF PROPOSED

CONCRETE DRIVEWAY

24 SY OF PROPOSED

CONCRETE DRIVEWAY

INSTALL 37 SY OF GREEN BUFFER

BETWEEN PROPOSED CURB AND R.O.W.

R30'

PT STA 1+85.85

13.39' R

PT STA 3+42.81

14.88' R

PC STA 1+42.38

45.65' R

PC STA 2+20.12

16.15' R

PC STA 3+51.94

14.48' R

PT STA 3+95.32

12.00' R

CONVERT EXISTING CURB INLET INTO

GRATE INLET SEE DETAIL SHEET 11.2

PC STA 1+41.97

54.28' L

PT STA 1+78.14

12.00' L

CURB TRANSITION

I E

G L

I E

I S

+9 1.

k = 20.48

75.00' VC

I E

G L

I E

I S

+4 1.

k = 75.50

75.00' VC

4.16%

0.50%

1+00 1+50 2+00 2+50 3+00 3+50 4+00

FINISH GRADE AT

℄ OF ROADWAY

EXISTING GROUND

AT ℄ OF ROADWAY

STA 1+40.77 - MCKINLEY AVE

APPROXIMATE LOCATION & FLOW LINE

OF EXISTING STORM DRAIN, TO BE

FIELD VERIFIED.

APPROX. FL = 166.00

. 4

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CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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LEGEND:

PROPOSED CONCRETE

SCALE IN FEET

10 20 40

1. REFER TO PAVEMENT DETAILS AND STANDARD DETAILS FOR PAVING NOTES,

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. CONTRACTOR TO PROTECT ALL MAILBOXES AND LANDSCAPING ADJACENT TO

PROPOSED PAVEMENT.

NOTES:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

PROPOSED GRASSED BUFFER

PROPOSED CONTOURSXXX

EXISTING FENCE LINE

PROPERTY BOUNDARY

EXISTING CONTOURSXXX

PROPOSED CONCRETE JOINT

PROPOSED CONCRETE CURBING

EXISTING CONCRETE JOINT

47786.026 7/8/2025

PAVING PLAN

(1 OF 2)

7.0

C O

N C

. D W

D W

4+00

5+00

L=11.64' R=36.00' Δ=18°31'32"

THO

AS DR

E & E INVESTMENTS,

L.L.C.

5L PROPERTIES,

L.L.C. DEAN, TONYA

JOSHUA

JOSHUA,

L'SHIETA

WRIGHT 12

AND

E & E INVESTMENTS,

L.L.C.

PT STA. 5+58.34

N: 741197.5136

E: 2891430.8877

PT STA. 3+79.99

N: 741273.0387 E: 2891269.5279

PC STA. 5+46.70

N: 741203.9514

E: 2891421.2509

THOMAS DR. EXTENT

END CONSTRUCTION

N: 741236.6431 E: 2891448.7188

STA. 5+96.12

END CONSTRUCTION

N: 741171.7437 E: 2891458.5150

STA. 5+71.04

EXISTING INLET TO REMAIN

MATCH GUTTER LINE AND

TOP OF CURB ELEVATIONS

TO EXISTING GRADE

N: 741175.4850 E: 2891427.7044

S65°31'04"E 166.71' S65°31'04"E 166.71' S46°59'32"E 37.78'

R12'

R1 0'

' R20'

R16'

R19'

R20'

R2 0'

ESTABLISHED PROJECT BASELINE

715 SY OF PROPOSED CONCRETE

ROADWAY (THIS SHEET)

MCKINLEY AVE

46 SY OF PROPOSED

CONCRETE DRIVEWAY

24 SY OF PROPOSED

CONCRETE DRIVEWAY 12 SY OF PROPOSED

CONCRETE DRIVEWAY

INSTALL 37 SY OF GREEN BUFFER

BETWEEN PROPOSED CURB AND R.O.W.

EXISTING STORM

DRAIN TO REMAIN

EXISTING STORM

DRAIN TO REMAIN

PT STA 3+42.81

PT STA 3+95.32

12.00' R

INSTALL INLET

PROTECTION SEE

SHEET 11.2

INSTALL INLET

PROTECTION SEE

SHEET 11.2

CURB TRANSITION

4+00 4+50 5+00 5+50 6+00 6+25

I E

G L

I E

I S

+9 2.

k = 571.03

75.00' VC

-0.50% -0.63%

FINISH GRADE AT

℄ OF ROADWAY

EXISTING GROUND

AT ℄ OF ROADWAY

STA 5+53.57 - MCKINLEY AVE

APPROXIMATE LOCATION & FLOW LINE

OF EXISTING STORM DRAIN, TO BE

FIELD VERIFIED.

APPROX. FL = 166.62 STA 5+78.61 - MCKINLEY AVE

APPROXIMATE LOCATION & FLOW LINE

OF EXISTING STORM DRAIN, TO BE

FIELD VERIFIED.

APPROX. FL = 166.46

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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LEGEND:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

SCALE IN FEET

10 20 40

PROPOSED CONCRETE

1. REFER TO PAVEMENT DETAILS AND STANDARD DETAILS FOR PAVING NOTES,

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. CONTRACTOR TO PROTECT ALL MAILBOXES AND LANDSCAPING ADJACENT TO

PROPOSED PAVEMENT.

NOTES:

PROPOSED GRASSED BUFFER

PROPOSED CONTOURSXXX

PROPERTY BOUNDARY

EXISTING CONTOURSXXX

PROPOSED CONCRETE JOINT

PROPOSED CONCRETE CURBING

EXISTING CONCRETE JOINT

EXISTING FENCE LINE

EXISTING STORM PIPE

47786.026 7/8/2025

PAVING PLAN

(2 OF 2)

7.1

AS SHOWN

EXISTING METAL BOLLARDS

ATC

LIN

E STA. 4+00

CONCRETE PARKING

N. M

ARKET STREET

MATCH PROPOSED CONCRETE

PARKING LOT PANEL JOINTS WITH

EXISTING JOINTS

1+00

2+00 3+00

MATTHEWS COMMERCIAL

PROPERTIES, L.L.C.

E & E INVESTMENTS, L.L.C.

5L PROPERTIES,

L.L.C.APPARENT ROW

APPARENT ROW

CONCRETE DRIVE

McKINLEY AVE

TC 170.60

TC 171.06

TC 171.22

TC 171.59

TC 171.74 TC 171.71 TC 171.93

TC 172.10

TC 172.20 TC 172.27 TC 172.33 TC 172.40 TC 172.46

TC 172.53

TC 172.60

TC 172.65

TC 172.68

TC 172.69

TC 172.72

TC 172.67

TC 172.61

TC 172.54

TC 172.48TC 172.41TC 172.35TC 172.28

TC 172.18

TC 172.00

TC 171.75

TC 171.44

TC 171.07

TC 170.46

GT 172.36

GT 172.35

GT 172.32

GT 172.27

GT 172.20

GT 172.13GT 172.06GT 172.00GT 171.93GT 171.87

GT 171.77

GT 171.60GT 171.38

GT 171.09

GT 170.71

GT 170.59

GT 170.10

GT 169.96

GT 170.53

GT 170.66

GT 171.11

GT 171.42

GT 171.67

GT 171.85

GT 171.95 GT 172.02 GT 172.08 GT 172.15

GT 172.21

GT 172.27

GT 172.34

GT 172.39

FG 172.48

FG 172.65

FG 172.62

FG 172.58

FG 172.51

FG 172.45

FG 172.39FG 172.32FG 172.26FG 172.19

FG 172.09FG 171.91

FG 171.66

FG 171.27

FG 170.60

FG 170.68

FG 171.49

FG 171.73

FG 171.92

FG 172.02 FG 172.08 FG 172.15 FG 172.21

FG 172.28

FG 172.34

FG 172.40

FG 172.45

TC 171.01

19.0'

3.0'

C J

TCJ20.0'

18.0'

TCJ

16.3'

19.0'

14.7'

11.7'

12.3'

12.5'

13.0'

LJ LJ

13.0' 13.0'

LJ 13.0'

13.0'

12.5'

12.4'

LJ 12.5'

12.5'

2.5'

28.6'

17.0'

15.7'BJ

38.5'

TCJ

13.0'

7'TC

J8.

7'TC

8.7' 13.0'

8.7'

8.7'TC

8.7'

13.0'

TCJ

13.5' EJ

6.6'

7.8'

8.4'

8.5'

8.4'

8.2'

GT 170.73

TCJ

16.6'

EG 170.08

EG 170.18

EG 170.03

EG 170.04

GT 169.89

APPARENT ROW

D R

CONCRETE PARKING

APPARENT ROW

4+00

5+00

5L PROPERTIES,

L.L.C.

5L PROPERTIES,

C O

N C

E D

C O

N C

E D

E C O

N C

E D

McKINLEY AVE

TC 172.46

TC 172.53

TC 172.60

TC 172.65

TC 172.68

TC 172.69

TC 172.66

TC 172.59

TC 172.49

TC 172.40

TC 172.31 TC 172.21 TC 172.11

TC 172.11

TC 172.21

TC 172.31

TC 172.40TC 172.50TC 172.59

TC 172.68

TC 172.72

TC 172.75

TC 172.74

TC 172.72

TC 172.67

GT 171.78GT 171.88

GT 171.97

GT 172.07

GT 172.16

GT 172.26

GT 172.33

GT 172.35

GT 172.36

GT 172.35

GT 172.32

GT 172.27

GT 172.20

GT 172.13

GT 172.34GT 172.39

GT 172.41

GT 172.42

GT 172.39

GT 172.35

GT 172.26 GT 172.16

GT 172.07

GT 171.97

GT 171.88

GT 171.78

FG 172.02

FG 172.12

FG 172.21

FG 172.31

FG 172.40FG 172.50

FG 172.59

FG 172.63

FG 172.46

FG 172.65

FG 172.48

FG 172.65

FG 172.62

FG 172.58

FG 172.51

FG 172.34FG 172.40

FG 172.4513.0'

13.0'

19.0'

19.0' LJ

19.0'

12.5'

12.5' LJ

12.5'13 .0

EJ 13

J 13 .0

J TC

J 8.

J 7.

TOP VIEW

BOTTOM VIEW

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

SCALE IN FEET

5 10 20

:\4 s\

\c ad d

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Sh ee ts \C

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J ul y

8, 5, T

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

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R T, L O

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07/08/25

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O W

SCALE IN FEET

5 10 20

ATC

LIN

E STA. 3+25 (SEE ABO

VE)

ATC

LIN

E STA. 5+00

47786.026 7/8/2025

SUGGESTED JOINT

LAYOUT

(1 OF 2)

8.0

AS SHOWN

SUGGESTED JOINTS

JOINT ABBREVIATIONS

LJ - LONGITUDINAL JOINT

EJ - TRANSVERSE EXPANSION JOINT

TCJ - TRANSVERSE CONTRACTION JOINT

CJ - CONSTRUCTION JOINT

LCJ - LONGITUDINAL CONSTRUCTION JOINT

LBJ - LONGITUDINAL BUTT JOINT

BJ - TRANSVERSE BUTT JOINT

1. REFER TO PAVEMENT DETAILS AND STANDARD DETAILS FOR PAVING NOTES,

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. SEE PORTLAND CEMENT CONCRETE PAVEMENT DETAIL SHEET 11.0 FOR JOINT

LAYOUT.

4. PROPOSED JOINT LAYOUT SEEN IN THIS SHEET IS A SUGGESTED LAYOUT.

CONTRACTOR TO SUBMIT HIS OWN JOINT LAYOUT TO PROJECT ENGINEER FOR

REVIEW.

NOTES:

LEGEND:

EXISTING JOINTS

FINISH GRADE ELEVATIONFG 172.00

TOP OF CURB ELEVATIONTC 172.00

EXISTING FENCE LINE

PROPERTY BOUNDARY

EXISTING GRADE ELEVATIONEG 172.00

GUTTER LINE ELEVATIONGT 172.00

PROPOSED GRADE BREAK

THOM

AS DRIVE

5+00

5+96

E & E INVESTMENTS,

L.L.C.

5L PROPERTIES,

L.L.C.

DEAN, TONYA

JOSHUA

APPARENT ROW

McKINLEY AVE

JOSHUA,

L'SHIETA

WRIGHT 12

AND

TC 172.11

TC 172.00

TC 171.89 TC 171.78

TC 171.51

TC 171.37

TC 171.92

TC 171.39

TC 171.43

TC 171.86

TC 172.27

TC 172.69

TC 172.38

TC 172.16

TC 172.05

TC 171.82

TC 171.89TC 172.00

TC 171.63

GT 171.07

GT 171.17

GT 171.30

GT 171.45GT 171.55

GT 171.67

GT 171.78

GT 171.67 GT 171.55

GT 171.50

GT 171.61

GT 171.82

GT 171.73

GT 172.04

GT 172.36

GT 171.94

GT 171.52

GT 171.14

GT 170.89

GT 171.42

FG 171.46

FG 171.13

FG 171.08

FG 171.59

FG 172.03

FG 172.07

FG 172.18

FG 171.57

FG 171.21

FG 171.54

FG 171.69

FG 171.79FG 171.91

FG 172.02

19.0' LJ

17.1'

18.9'

17.4'

J 13 .0

J 13 .5

J13

2.0'

20.0'

TCJ TC

15.3'TCJ12

2.0'

15.5'TCJ

13.1'TCJ

12.6'11.9'BJ

14.1'BJ

GT 171.00

FG 171.68

FG 171.80

EG 171.35

EG 171.47

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

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CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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SCALE IN FEET

5 10 20

ATC

LIN

E STA. 5+00

SUGGESTED JOINTS

JOINT ABBREVIATIONS

LJ - LONGITUDINAL JOINT

EJ - TRANSVERSE EXPANSION JOINT

TCJ - TRANSVERSE CONTRACTION JOINT

CJ - CONSTRUCTION JOINT

LCJ - LONGITUDINAL CONSTRUCTION JOINT

LBJ - LONGITUDINAL BUTT JOINT

BJ - TRANSVERSE BUTT JOINT

1. REFER TO PAVEMENT DETAILS AND STANDARD DETAILS FOR PAVING NOTES,

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. SEE PORTLAND CEMENT CONCRETE PAVEMENT DETAIL SHEET 11.0 FOR JOINT

LAYOUT.

4. PROPOSED JOINT LAYOUT SEEN IN THIS SHEET IS A SUGGESTED LAYOUT.

CONTRACTOR TO SUBMIT HIS OWN JOINT LAYOUT TO PROJECT ENGINEER FOR

REVIEW.

NOTES:

LEGEND:

EXISTING JOINTS

FINISH GRADE ELEVATIONFG 172.00

TOP OF CURB ELEVATIONTC 172.00

EXISTING FENCE LINE

PROPERTY BOUNDARY

EXISTING GRADE ELEVATIONEG 172.00

GUTTER LINE ELEVATIONGT 172.00

47786.026 7/8/2025

SUGGESTED JOINT

LAYOUT

(2 OF 2)

8.1

AS SHOWN

PROPOSED GRADE BREAK

24" SOLID WHITE

STOP BAR

1+00

2+00 3+00

4+00

5+00

4" DOUBLE SOLID

YELLOW LINE

24" SOLID YELLOW LINES

@45°,12" O.C. (TYP)

N. M

ARKET ST

MCKINLEY AVE

PROPOSED STOP SIGN

STA 3+95.32, 0.00'

MCKINLEY AVE

STA 3+73.44, 0.50' R

MCKINLEY AVE

STA 2+20.18, 4.65' R

MCKINLEY AVE

STA 1+84.60, 0.50' R

MCKINLEY AVE

STA 1+79.19, 0.00'

MCKINLEY AVE

STA 1+57.24, 0.00'

MCKINLEY AVE

.5 0'

4+00

5+00

5+96

THO

AS DR

MCKINLEY AVE

4" DOUBLE SOLID

YELLOW LINE

24" SOLID

WHITE STOP BAR

4" DOUBLE SOLID

YELLOW LINE

PROPOSED

STOP SIGN

STA 5+42.29, 0.00'

MCKINLEY AVE

STA 3+95.32, 0.00'

MCKINLEY AVE

STA 5+56.08, 32.12' L

MCKINLEY AVE

STA 5+52.00, 41.98' L

MCKINLEY AVE

STA 3+73.44, 0.50' R

MCKINLEY AVE

SCALE IN FEET

10 20 40

47786.026 9/30/2024

1" = #'

MCKINLEY AVE

STRIPING PLAN

9.0

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. 4

LEGEND:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF

UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR

COMPLETE. THE CONTRACTOR SHALL CONTACT THE "LOUISIANA 811 ONE CALL SYSTEM" AT

1-800-272-3020 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY

LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what'sbelow.

before you dig.Call

EXISTING FENCE LINE

PROPOSED STRIPING

PROPOSED CONCRETE CURBING

ATC

LIN

E STA. 4+00

PROPERTY BOUNDARY

PROPOSED STOP SIGN

2+00

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

2+50

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

3+00

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

3+50

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

.O .W

-1 7.

, E

-1 2.

, E

.-1 2.

0, E

, E

EXISTING GRADE

FINISH GRADE

.O .W

-1 7.

, E

-1 3.

, E

-1 2.

0, E

, E

.O .W

-1 8.

, E

-1 3.

, E

-1 2.

0, E

, E

-1 3.

, E

-1 2.

0, E

, E

EXISTING GRADE

FINISH GRADE

, E

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ISSUED:

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H:1":20' V:1":4'

47786.026 7/8/2025

MCKINLEY AVE

CROSS-SECTIONS

(1 OF 2)

10.0

4+00

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

4+50

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

5+00

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

5+50

0 10 20 30 40 50 600-10-20-30-40-50-60

-2%-2%

.O .W

-1 3.

, E

-1 2.

0, E

, E

-2 4.

-1 2.

0, E

, E

-1 3.

, E

-1 2.

0, E

, E

-1 0.

, E

-1 3.

, E

-3 9.

, E

0, E

, E

EXISTING GRADE EXISTING GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

-1 3.

, E

-2.5%

H:1":20' V:1":4'

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47786.026 7/8/2025

MCKINLEY AVE

CROSS-SECTIONS

(2 OF 2)

10.1

JOINT NOTES:

1. ON TYPE EJ JOINTS, SPOT WELD ALTERNATE ENDS OF DOWEL BARS TO DOWEL BASKETS AND

PLACE EXPANSION TUBES ON FREE ENDS OF DOWEL BARS.

2. FOR DESIGN SPEEDS GREATER THAN 45 MPH:

a. SAW CUT AND CONSTRUCT THE TYPE LJ, TCJ, AND CJ JOINTS AS IN DETAILS "A, B, OR

C" TO A DEPTH OF T/3 INCHES. THOROUGHLY CLEAN THE JOINTS FACES BY

SANDBLASTING; FOLLOWED BY AN OIL-FREE AIR JET IMMEDIATELY PRIOR TO SEALING

WITH A POURED OR EXTRUDED SEALANT CONFORMING TO SECTION 1005.

3. FOR DESIGN SPEEDS 45 MPH OR LESS:

a. SAW CUT AND SEAL TYPE LJ JOINTS AS DESCRIBED IN NOTE 2

b. CONSTRUCT TYPE TCJ OR CJ JOINTS AS DESCRIBED IN NOTE 2 OR IN DETAIL "C".

c. THOROUGHLY CLEAN THE JOINT FACES BY SAND BLASTING ; FOLLOWED BY AN

OIL-FREE AIR JET IMMEDIATELY PRIOR TO SEALING WITH A POURED OR EXTRUDED

SEALANT CONFORMING TO SECTIONS 201.

4. EXCEPT AS NOTED BELOW, DOWEL BARS AND TIE BARS SHALL BE HELD IN PLACE BY SUPPORTS

SIMILAR TO THE ONES SHOWN, OR APPROVED EQUALS. APPROVED MECHANICAL PLACEMENT OF

DOWEL BARS AND TIE BARS WILL BE ALLOWED WITH ALL PAVEMENT METHODS

5. INSTALL GEOTEXTILE FABRIC UNDER ALL TCJ, CJ, EJ JOINTS WHEN CONCRETE PAVEMENT IS

PLACED ON PERMEABLE BASE. WHEN DOWEL BARS ARE MECHANICALLY IMPLANTED, THE

GEOTEXTILE FABRIC SHALL BE ANCHORED TO THE BASE COURSE WITH PINS.

6. WHEN CONSTRUCTING CONCRETE CURB AND GUTTER ADJACENT TO NEW P.C.C., USE TYPE LCJ JOINT. WHEN ADJACENT TO EXISTING P.C.C. PAVEMENT, USE TYPE LBJ JOINT. THE FIRST LOAD

TRANSFER DEVICE SHALL BE INSTALLED 8'' FROM THE PAVEMENT EDGE.

7. TRANSVERSE EXPANSION JOINTS ARE NOT TO BE USED FOR CONSTRUCTION JOINTS

8. CONCRETE SHOULDERS :

a. CONSTRUCT TCJ JOINTS IN ACCORDANCE WITH TYPE TCJ DETAIL.

b. CONSTRUCT LCJ JOINTS IN ACCORDANCE WITH TYPE LCJ DETAIL AND LJ JOINTS IN

ACCORDANCE WITH TYPE LJ DETAIL.

c. USE THE MAXIMUM SHOULDER THICKNESS WHEN DETERMINING DOWEL BAR AND TIE

BAR SIZES SEE TABLE 1.

d. WHEN SKEWED JOINTS ARE USED ON MAINLINE PAVING THE SHOULDER TCJ JOINTS

MAY BE SKEWED OR CONSTRUCTED AT 90°.

e. SHOULDER JOINTS AND JOINT MATERIALS SHALL MATCH THE MAINLINE.

f. HEIGHT OF DOWEL BASKET SHALL BE BASED ON THE THINNEST SHOULDER

THICKNESS. VARYING HEIGHT DOWEL BASKETS WILL BE ALLOWED TO KEEP THE

DOWEL BAR LOCATED WITHIN TOLERANCE.

9. TIE BARS SHALL NOT BE PLACED WITHIN 18'' OF CONTRACTION OR EXPANSION JOINTS

DETAIL "B"

.375"

.2 5"

SILICONE SEALANT

BACKER MATERIAL

8"SAW CUT

DETAIL "A"

BACKER MATERIAL

JOINT SEALANT

32" - 14"

SAW CUT 1 4"

1 16

1" T/

USE THIS DETAIL IN CONJUNCTION WITH TYPE TCJ AND TYPE LJ

JOINT

DETAIL "C"

SILICONE SEALANT

BACKER MATERIAL

REMOVABLE FORMING DEVICE

NOT ALLOWED FOR DESIGN SPEEDS GREATER THAN 45 MPH.

1 4"

1 16

TYPE EJ

(TRANSVERSE EXPANSION JOINT)

(NOT ALLOWED FOR DESIGN SPEED > 45 MPH)

18"

6.625"6.625"

1.5" SURFACE

PAVEMENT

DOWEL BAR

STOP

SPACER BAR

(DIA. 0.306"

MIN.)

SPACER

WIRE

24"

D PIN BASKET TO

BASE COURSE AT

APPROXIMATELY 4'

INTERVALS EACH

SIDE.

GEOTEXTILE FABRIC

EXPANSION

TUBE

SURFACE OF PAVEMENT

CHAIRS WELDED TO TOP AND BOTTOM SPACER

BARS (DIA. 0.306" MIN.)

DOWEL BAR

EXPANSION TUBE

TOP SPACER BAR (DIA. 0.306"

MIN.)

SECTION D-D

BASE COURSE

SPACER WIRE

WELDED TO

TOP SPACER

BAR

BOTTOM SPACER

BAR (DIA. 0.306"

MIN.) T/

1 2"

24"

TYPE TCJ OR CJ

(TRANSVERSE CONTRACTION JOINT OR CONSTRUCTION JOINT)

SPACER BARS

(DIA. 0.306" MIN.)

SURFACE OF

PAVEMENT

GEOTEXTILE FABRIC

SPACER WIRE

LEG CHAIRS

(DIA 0.306" MIN.)

SPOT WELD

9" 9"

PIN BASKET TO BASE

COURSE AT

APPROXIMATELY 4'

INTERVALS EACH

SIDE.

SEE STR-05

SURFACE OF PAVEMENT

BASE

COURSE

BOTTOM SPACER BAR

(DIA. 0.306" MIN.)

SPACER WIRE

WELDED TO TOP

SPACER BAR

SECTION E-E

TOP SPACER BAR

(DIA. 0.306" MIN.)

DOWEL BAR

1 2"

CHAIRS WELDED TO TOP AND BOTTOM

SPACER BARS (DIA. 0.306" MIN.)

PAVEMENT WIDTH SHOULDER OR ADJACENT LANE

18" 12" 12" 12" 12" 18" 12" 6" TO 9"

9" MAX

6" 6"

6" TO 9"

1 2"

TYPE LJ

DOWEL BAR SPACING FOR TYPE TCJ, CJ, AND EJ JOINTS

FORM LINE

JOINT SEALER

TYPE LCJ

SPOT WELD

LEG CHAIRS

(DIA. 0.306" MIN.)

SPACER BARS

(DIA. 0.306" MIN.)

TYPE LJ (WITHOUT KEYWAY)

(LONGITUDINAL JOINT)

PIN BASKET TO BASE COURSE

AT APPROXIMATELY 4'

INTERVALS EACH SIDE.

1 2"

SPACER WIRE

DEF. TIE

BARS

(REQUIRED WHEN PAVEMENT WIDTH EXCEEDS 15')

JOINT SEALANT

JOINT

2 L 1

2 L

SECTION H-H

TYPE LBJ

(LONGITUDINAL BUTT JOINT)

1 2"

EXISTING P.C.C. PAVEMENT NEW P.C.C. PAVEMENT

DEFORMED TIE BAR

1/2(L) 1/2(L)

SECTION J-J

TYPE BJ

(TRANSVERSE BUTT JOINT)

EXISTING P.C.C. PAVEMENT NEW P.C.C. PAVEMENT

SMOOTH DOWEL BAR

1 2"

1/2(L) 1/2(L)

SLAB

THICKNESS

"T" SIZE

(DIA.)

LENGTH SPACING SIZE

(DIA.)

LENGTH SPACING B

±1

4" A

±1 4"

SMOOTH DOWEL

BARS

DEFORMED

TIE BARS KEYWAY

TABLE 1 - SCHEDULE OF DIMENSIONS

(ALL DIMENSIONS ARE IN INCHES)

1 14 1810 12 24 241 2 2 12 1 14

PREFORMED EXPANSION JOINT

WOOD FILLER. (SEE SECTION 201.3.2)

47786.026 9/30/2024

NTS

PAVEMENT

(JOINT) DETAILS

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ISOMETRIC VIEW

PLAN VIEW

RAMP

SIDEWALK

OFFSET

FROM CURB

TYPE 7

LANDING

CURB AND GUTTER

DETECTABLE WARNING

SURFACE (TYP.)

SIDEWALK WIDTH

SIDEWALK OFFSET

(2' MIN.)

RAMP

WIDTH

MAX.

LANDING

RAMP

2%MAX.

TYPICAL DRIVEWAY SECTION

NTS

PROPOSED 6" PORTLAND CEMENT CONCRETE REPLACEMENT

(TYPE B, MINIMUM COMPRESSION STRENGTH 4000 PSI AFTER 28

DAY CURING)

PROPOSED 6" CRUSHED AGGREGATE BASE COURSE

(CRUSHED STONE OR GRAVEL) COMPACTED TO 95%

STANDARD PROCTOR)

GEOTEXTILE FABRIC

1 4

TIE TO EXISTING DRIVE

EXIST. GRADE

9' V.C.

TIE TO EXISTING DRIVE

EXIST. GRADE

15' V.C.

BARRIER CURB

2' TRANSITION TO

MOUNTABLE CURB

WEAKENED PLANE REQ'D

WHEN "W" EXCEEDS 20'.

SILICONE

EXPANSION

MATERIAL

WEAKENED PLANE AT

16' INTERVALS MAX.

WEAKENED PLANE AT

16' INTERVALS MAX.

TYPICAL DRIVEWAY IN CUT

TYPICAL DRIVEWAY IN FILL

PLAN OF DRIVEWAY

"W" = WIDTH AS PER PLANS

PLAN VIEWS ARE SHOWN FOR PCC DRIVES. ASPHALT CONCRETE

DRIVES WITH CONCRETE CURB AND GUTTER ARE SIMILAR.

NOTE: MOUNTABLE CURB TO BE PAID FOR AS CURB AND WILL BE USED AS SHOWN IN THE PLANS OR WHEN

DIRECTED BY THE PROJECT ENGINEER

RADII TRANSITION SHAPE MAY BE USED IN LIEU OF A FLARE.

NOTES:

1. DRIVEWAY PROFILES SHOWN ASSUME A SIDEWALK ADJACENT TO THE CURB.

2. MAXIMUM DRIVEWAY GRADE SHALL BE 20% (25% FOR SPECIAL CASES). MAXIMUM BREAK IN

GRADE WITHOUT A VERTICAL CURVE SHALL BE 10% FOR CRESTS AND 9% FOR SAGS, AT NOT

LESS THAN 10' INTERVALS.

3. ROADWAY AND SIDEWALK SLOPES VARY AS PER PLANS.

VARIES

R/W

7'-6"VARIES10' MIN.

5' - 7'

SIDEWALK

WIDTH

-20% MAX

4'-6"VARIES10' MIN.

VARIES

+20% MAX

R/W

"W"

"W"/2

MOUNTABLE CURB

ACROSS DRIVE

4"2"

4" RADIUS

MATCH ROADWAY SLOPE

CURB & GUTTER (BARRIER)

N.T.S.

4" 4"

#4 "U" BARS ON 24 CTRS.

(SEE BAR DETAIL THIS SHEET)

#3 BAR

24"

12"12" 12"

#3 BAR

#4 "U"

BARS

TCJ

CURB BARS SHALL

BE PLACED WITHIN

6" OF CONTRACTION

OR EXPANSION

JOINTS

4" RADIUS

CURB (MOUNTABLE)

N.T.S.

#4 "U" BARS ON

24 CTRS. (SEE

BAR DETAIL THIS

SHEET)

#3 BAR

BAR DETAIL

N.T.S.

1 2"

BARRIER CURB

CLEAN EDGE

MATCH ROADWAY SLOPE

CLEAN EDGE

5' - 7'

SIDEWALK

WIDTH

RADIUS PER PLAN

WHERE SHOWN

DIRECTIONAL CURB RAMPS

NTS

EXISTING SUBGRADE (SCARIFIED AND COMPACTED 6" DEPTH

TO 95% STANDARD PROCTOR)4

47786.026 9/30/2024

NTS

PAVEMENT

DETAILS

11.1

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CONCRETE

WASHOUT

AREA

CONCRETE WASHOUT AREA

Not to Scale

BERM AROUND PERIMETER

(COMPACTED EMBANKMENT

MATERIAL, TYP.

SECTION A-A

NOTES:

1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON

SITE.

2. VEHICLE TRACKING CONTROL IS REQUIRED AT…

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File details come from the government source that posted it. Updated Aug 26, 2025.