Plans.pdf

PDF 35 MB Posted Aug 12, 2025

Attached to: ARP Roadway Improvements - Francais, Midvale, Hobbs Dr. , Singletary, Crosby St.
Solicitation number: 25-043
Issued by: Caddo Parish, Louisiana

About this file

Written by GovTribe AI · Aug 12, 2025

The document is a comprehensive set of construction plans and project details for the City of Shreveport Department of Public Works' ARP Roadway Improvements Project in Caddo Parish, Louisiana. The project encompasses roadway rehabilitation and improvements for five streets: Francais Drive, Midvale Drive (two sections), Hobbs Drive, Singletary Street, and Crosby Street. The project involves mill and overlay, full depth repair, and concrete pavement construction, with work involving approximately 1.2 acres and 0.19 miles of roadway. The project is scheduled for implementation in July 2025, with a design speed of 25 MPH for all streets, and includes multiple components such as demolition plans, site plans, profiles, cross-sections, erosion control plans, and traffic control strategies.

The project is funded through the City of Shreveport and will involve extensive roadway reconstruction, including removing existing asphalt and concrete, installing new pavement sections, adding curb and gutter, constructing ADA-compliant ramps, and implementing erosion control measures. The total sheet count is 72, with detailed specifications for each street segment, including utility considerations, drainage management, and precise engineering details. Geotechnical reports dated August 2024 inform the pavement design, and the project adheres to current ADA requirements. Contractors will be required to coordinate with utility companies, protect existing infrastructure, maintain drainage, and ensure proper site restoration, with specific attention to sodding disturbed areas and managing construction-related sediment and debris.

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IFB 25-043 ARP Roadway Improvements - Francais, Midvale, Hobbs Dr., Singletary, Crosby St..pdf	PDF	Aug 12, 2025
Specifications.pdf	PDF	Aug 12, 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: 7/7/2025 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

PROJECT SITE

CROSBY STREET &

SINGLETARY STREET

PROJECT SITE

MIDVALE DRIVE A

PROJECT SITE

HOBBS DRIVE PROJECT SITE

MIDVALE DRIVE B

PROJECT SITE

FRANCAIS DRIVE

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

MILL AND OVERLAY, FULL DEPTH

REPAIR, CONCRETE PAVEMENT

CONSTRUCTION

DATUM

HORIZONTAL: NAD83 LA STATE

PLANE/NORTH ZONE/US FOOT

VERTICAL: NAVD88

CITY OF SHREVEPORT

DEPARTMENT OF PUBLIC WORKS

CONSTRUCTION PLANS FOR

ARP ROADWAY IMPROVEMENTS

PROJECT No. C24007

CADDO PARISH

July 2025

DESIGN SPEED

FRANCAIS AVENUE: 25 MPH

MIDVALE DRIVE: 25 MPH

SINGLETARY DRIVE: 25 MPH

CROSBY STREET: 25 MPH

HOBBS DRIVE: 25 MPH

*NOTE:

PROJECT WAS DESIGNED WITH CURRENT

ADA REQUIREMENTS

SHEET INDEX

Sheet

Number Sheet Description

1.0 COVERSHEET

2.0 GENERAL NOTES

3.0 SUMMARY OF QUANTITIES - FRANCAIS DRIVE

3.1 PROJECT LAYOUT - FRANCAIS DRIVE

3.2 TYPICAL SECTIONS - FRANCAIS DRIVE

3.3 DEMOLITION PLAN - FRANCAIS DRIVE

3.4 SITE PLAN AND PROFILE - FRANCAIS DRIVE

3.5 SITE PLAN ENLARGEMENT - FRANCAIS DRIVE

3.6 EROSION CONTROL PLAN - FRANCAIS DRIVE

3.7 CROSS SECTIONS - FRANCAIS DRIVE (1 OF 5)

3.8 CROSS SECTIONS - FRANCAIS DRIVE (2 OF 5)

3.9 CROSS SECTIONS - FRANCAIS DRIVE (3 OF 5)

3.10 CROSS SECTIONS - FRANCAIS DRIVE (4 OF 5)

3.11 CROSS SECTIONS - FRANCAIS DRIVE (5 OF 5)

4.0 SUMMARY OF QUANTITIES - MIDVALE DRIVE A

4.1 PROJECT LAYOUT - MIDVALE DRIVE A

4.2 TYPICAL SECTIONS - MIDVALE DRIVE A

4.3 DEMOLITION PLAN - MIDVALE DRIVE A

4.4 SITE PLAN AND PROFILE - MIDVALE DRIVE A

4.5 EROSION CONTROL PLAN - MIDVALE DRIVE A

4.6 CROSS SECTIONS - MIDVALE DRIVE A (1 OF 6)

4.7 CROSS SECTIONS - MIDVALE DRIVE A (2 OF 6)

4.8 CROSS SECTIONS - MIDVALE DRIVE A (3 OF 6)

4.9 CROSS SECTIONS - MIDVALE DRIVE A (4 OF 6)

4.10 CROSS SECTIONS - MIDVALE DRIVE A (5 OF 6)

4.11 CROSS SECTIONS - MIDVALE DRIVE A (6 OF 6)

5.0 SUMMARY OF QUANTITIES - MIDVALE DRIVE B

5.1 PROJECT LAYOUT - MIDVALE DRIVE B

5.2 TYPICAL SECTIONS - MIDVALE DRIVE B

5.3 DEMOLITION PLAN - MIDVALE DRIVE B

5.4 SITE PLAN AND PROFILE - MIDVALE DRIVE B

5.5 EROSION CONTROL PLAN - MIDVALE DRIVE B

5.6 CROSS SECTIONS - MIDVALE DRIVE B (1 OF 6)

5.7 CROSS SECTIONS - MIDVALE DRIVE B (2 OF 6)

5.8 CROSS SECTIONS - MIDVALE DRIVE B (3 OF 6)

5.9 CROSS SECTIONS - MIDVALE DRIVE B (4 OF 6)

5.10 CROSS SECTIONS - MIDVALE DRIVE B (5 OF 6)

5.11 CROSS SECTIONS - MIDVALE DRIVE B (6 OF 6)

6.0 QUANTITIES SUMMARY - HOBBS DRIVE

6.1 PROJECT LAYOUT - HOBBS DRIVE

6.2 DEMOLITION PLAN - HOBBS DRIVE

6.3 SITE PLAN - HOBBS DRIVE

6.4 EROSION CONTROL PLAN - HOBBS DRIVE

7.0 QUANTITIES SUMMARY - SINGLETARY STREET

7.1 PROJECT LAYOUT - SINGLETARY STREET

7.2 DEMOLITION PLAN - SINGLETARY STREET

7.3 SITE PLAN AND PROFILE - SINGLETARY STREET (1 OF 2)

7.4 SITE PLAN AND PROFILE - SINGLETARY STREET ( 2 OF 2)

7.5 EROSION CONTROL PLAN - SINGLETARY STREET

8.0 QUANTITIES SUMMARY - CROSBY STREET

8.1 PROJECT LAYOUT - CROSBY STREET (1 OF 2)

8.2 PROJECT LAYOUT - CROSBY STREET (2 OF 2)

8.3 DEMOLITION PLAN (1 OF 4)

8.4 DEMOLITION PLAN (2 OF 4)

8.5 DEMOLITION PLAN (3 OF 4)

8.6 DEMOLITION PLAN (4 0F 4)

8.7 SITE PLAN - CROSBY STREET (1 OF 4)

8.8 SITE PLAN - CROSBY STREET (2 OF 4)

8.9 SITE PLAN - CROSBY STREET (3 OF 4)

8.10 SITE PLAN - CROSBY STREET (4 OF 4)

8.11 EROSION CONTROL PLAN - (1 OF 2)

8.12 EROSION CONTROL PLAN (2 OF 2)

9.0 SITE DETAILS (1 OF 4)

9.1 SITE DETAILS (2 OF 4)

9.2 SITE DETAILS (3 OF 4)

9.3 SITE DETAILS (4 OF 4)

10.0 TRAFFIC CONTROL PLAN TTC-00 (A)

10.1 TRAFFIC CONTROL PLAN TTC-00 (B)

10.2 TRAFFIC CONTROL PLAN TTC-00(C)

10.3 TRAFFIC CONTROL PLAN TTC-00 (D)

10-4 TRAFFIC CONTROL PLAN TTC-00 (03)

10.5 TRAFFIC CONTROL PLAN TTC-00 (04)

FRANCAIS DR., MIDVALE DR., HOBBS DR.,

SINGLETARY ST., CROSBY ST.

PROJECT SHALL BE GOVERNED BY CITY OF

SHREVEPORT STANDARD SPECIFICATIONS FOR

INFRASTRUCTURE IMPROVEMENTS, 2015TOTAL SHEET COUNT: 72

I-4

I-2

NOTE:

FRANCIAS STREET

MIDVALE DRIVE - A

MIDVALE DRIVE - B

HOBBS DRIVE

SINGLETARY STREET

CROSBY STREET

DETAILS

07/07/25

47786.026 9/30/2024

NONE

GENERAL

NOTES

2.0

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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07/07/25

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 7/7/2025.

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 24042G", PERFORMED BY DAVE RAMBARAN, DATED AUGUST 16, 2024, AND INCLUDED IN PROJECT MANUAL FOR MCKINLEY AVE. NORTH FROM MARKET ST. TO

THOMAS DR., 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 CLEAN ALL STORM DRAIN LINES, BOX CULVERTS AND CHANNELS

AFTER COMPLETION OF CONSTRUCTION. 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 713 OF THE LA DOTD STANDARD 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.

MASTER OPCC

7/7/2025

NONE

SUMMARY OF

QUANTITIES

FRANCAIS DRIVE

3.0

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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R O

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FRANCAIS DR

W W

GASGASGASGASGASGASGASGASGASGAS

GASGAS

T T T

T W

W W

WW WW WW WW WW WW WW WW WW WW WW WW

FRANCAIS DR

D R

D D

1 2 3 4 5

678910

2+00 3+00 4+00

S75°01'21"E 329.04'S76°05'52"E 67.99'

CONTROL POINT 2

CONTROL POINT 3

CONTROL POINT 4

APPARENT ROW

R .O

STA. 1+09.27

BEGIN CONSTRUCTION

N: 691656.5686 E: 2881561.0472

STA. 4+68.07

INTERSECTION

FRANCAIS DR AND

GARFIELD DR

N: 691564.9071

E: 2881907.9324

STA. 4+97.03

END BASELINE

END CONSTRUCTION

N: 691557.4221 E: 2881935.9102

STA. 1+00.00

BEGIN BASELINE

INTERSECTION

FRANCAIS DR AND

BAIRD RD

N: 691658.7960

E: 2881552.0480

STA 4+67.16, 34.99' R

FRANCAIS DR

END CONSTRUCTION

GARFIELD DR

N: 691531.3377 E: 2881898.0052

STA 4+67.70, 31.54' L

FRANCAIS DR

END CONSTRUCTION

GARFIELD DR

N: 691595.4708 E: 2881915.7221

SOIL BORING LOCATION

SCALE IN FEET

15 30 60

47786.026 7/7/2025

1" = 30'

PROJECT

LAYOUT

FRANCAIS DRIVE

3.1

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PARCEL OWNER INFORMATION TABLE

HENSLEY TIMOTHY DEVIN

9374 BAIRD RD

SHREVEPORT, LA 71118

WATKINS, LEE BIRTHEN AND

DEBRA, LASHAL WATKINS

2062 FRANCAIS DR

SHREVEPORT, LA 71118-3947

NAU, DYLAN LEIGH

2056 FRANCAIS DR

SHREVEPORT, LA 71118

MCCLINTON ROY LEE AND

9396 GARFIELD DRIVE

SHREVEPORT, LA 71118

FRAZIER GREGORY LEE

9395 GARFIELD DR

SHREVEPORT, LA 71118-3318

LEONE, FRANKLIN PATRICK

9402 BAIRD RD, SHREVEPORT

HOLTZCLAW, OCHELLE FAIN 1/2 AND

2063 FRANCAIS DR, SHREVEPORT

WILLIS, ASHLEY NICOLE

2057 FRANCAIS DR, SHREVEPORT

ODOM, BRITTNEY ALEXIS

2053 FRANCAIS DR, SHREVEPORT

BELLOWS, JEFFREY SCOTT

9401 GARFIELD DR , SHREVEPORT

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

(LA. REG. NO. 5203)

2. HORIZONTAL CONTROL USED FOR THIS PROJECT IS NAD83 LOUISIANA STATE

PLANE, NORTH ZONE.

3. VERTICAL CONTROL USED FOR THIS PROJECT IS FROM THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

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:

CONTROL POINT

NOTES:

APPX. PROPERTY BOUNDARY PER

CITY OF SHREVEPORT GIS

PARCEL NUMBER

ROADWAY CENTERLINE

ADJOINER PROPERTY LINES

POINT TABLE

POINT NO.

DESCRIPTION

3/8 IRON ROD

ELEVATION

195.02

197.93

196.33

NORTHING

691690.31

691588.15

691580.35

EASTING

2881526.18

2881725.08

2881947.39

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

PROPOSED CURB AND GUTTER

SOIL BORING LOCATION

T T EXISTING TELECOMMUNICATIONS

PROPOSED ASPHALT

PROPOSED CONCRETE PAVEMENT

2.5%

3" ASPHALT PAVEMENT (2 1.5" LIFTS)

8" AGGREGATE BASE COMPACTED TO 95% STANDARD PROCTOR

3 8" CEMENT STABILIZED SUBGRADE COMPACTED TO 95% STANDARD

PROCTOR

2.0%

VARIES VARIES

11.0'2.0' 11.0' 2.0'

26.0'

1 10" EXISTING ASPHALT PAVEMENT

2 CONCRETE CURB (MOUNTABLE)

2 2

4 CONCRETE CURB (MOUNTABLE)

2 413 24 1

1.0'1.0'

11.0'2.0' 11.0' 2.0'

26.0'

47786.026 7/7/2025

NTS

TYPICAL

SECTIONS

FRANCAIS DRIVE

3.2

:\4 s\

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PRELIMINARY

LICENSE NO.

7/7/2025

THESE DOCUMENTS ARE FOR INTERIM

REVIEW AND NOT INTENDED FOR

REGULATORY APPROVAL, PERMIT, BIDDING

OR CONSTRUCTION PURPOSES. THEY

WERE PREPARED BY OR UNDER THE

SUPERVISION OF:

NAME

FOR INTERIM REVIEW ONLY

DATE

FIRM / BUSINESS NO. STATE

MARCUS TAYLOR 40539

312 LA

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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PROPOSED TYPICAL SECTION

FRANCAIS DR

N.T.S.

EXISTING TYPICAL SECTION

FRANCAIS DR

N.T.S.

NOTES:

1. REFERENCE GEOTECHNICAL REPORT DATED

03/12/2025 PROVIDED BY DRGEOSCIENCES, LLC.

(PROJECT NUMBER: DRGEOS 24114G).

SSSSSSSSSSSSSSSSSSS

G G G G G G G G G G G G G G G G G

G G

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

W W

REMOVE

± 26 SQ YD

EX CONC

SIDEWALK

REMOVE

± 8 SQ YD

EX CONC

SIDEWALK

REMOVE ± 362 LF EX

CONC CURB AND GUTTER

REMOVE ± 1096 SQ YD

ASPHALT PAVEMENT & BASE

D D

D R

FRANCAIS DR

REMOVE ± 28 LF EX CONC

CURB AND GUTTER

REMOVE ± 33 LF EX CONC

CURB AND GUTTER

REMOVE ± 367 LF EX

CONC CURB AND GUTTER

REMOVE ± 12 SQ YD OF

CONC DRIVEWAY

REMOVE ± 11 SQ YD OF

CONC DRIVEWAY

PROTECT

POWER POLE

REMOVE

± 8 SQ YD

EX CONC

SIDEWALK

REMOVE

± 5 SQ YD

EX CONC

SIDEWALK

REMOVE

± 78 SQ YD

EX CONC

ROADWAY

1+00 2+00 3+00 4+00 4+97

STA. 1+07.56

SAWCUT WHERE SHOWN

N: 691656.9660 E: 2881559.3865

STA. 4+97.03

SAWCUT WHERE SHOWN

N: 691557.4221 E: 2881935.9102

STA 4+66.71, 31.60' L

SAWCUT WHERE SHOWN

STA 4+66.83, 34.99' R

SAWCUT WHERE SHOWN

47786.026 7/7/2025

1" =20'

DEMOLITION

PLAN

FRANCAIS DRIVE

3.3

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SCALE IN FEET

10 20 40

LEGEND:

REMOVAL OF CONCRETE AND

BASE

REMOVAL OF ASPHALT AND

BASE

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

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR SHALL MATCH EDGE OF PROPOSED PAVEMENT TO ALL EXISTING

DRIVEWAYS. THIS MAY REQUIRE A FLARE TO THE DRIVEWAY TO MAINTAIN A

STRAIGHT ROAD EDGE.

3. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

4. CONTRACTOR TO PROTECT ALL TREES, MAILBOXES, AND LANDSCAPING

ADJACENT TO PROPOSED PAVEMENT.

5. QUANTITIES AND LIMITS OF ASPHALT TRANSITIONS ARE APPROXIMATE. DEPTH

OF MILLING NEAR DRIVEWAYS MAY VARY TO ALLOW BETTER TIE-INS. AT NO

TIME SHALL THE CONTRACTOR MILL INTO THE BASE. DEPTH CHANGES ARE

SUBSIDIARY. VARIABLE DEPTH MILL.

6. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS.

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

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

EXISTING SIDEWALK

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

T T EXISTING TELECOMMUNICATIONS

SAWCUT

W W

GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS

GASGASGAS

T T T

T T T T T T

W W

WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW

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

/ // WW

D D

C O

N C

. D W

D R

C O

N C

. D W

C O

N C

. D W

C O

N C

. D W

C O

N C

. D W

APPROXIMATE LOCATION

OF EXIST. SEWER MAIN

ESTABLISHED PROJECT BASELINEFRANCAIS DR

± 1153 SY OF

PROPOSED

ASPHALT

CONCRETE

R2 2'

R18'

R15'

± 274 LF OF

PROPOSED

MOUNTABLE

CURB AND

GUTTER

APPARENT ROW

6 197

197 196

SEE ENLARGEMENT

SHEET 3.5

R18

± 29 LF

BARRIER

CURB AND

GUTTER

STA 4+67.59, 35.00' R

FRANCAIS DR

SAWCUT AND

MATCH TO

EXISTING

PAVEMENT AND

ELEVATIONS

STA 4+67.68, 31.51' L

FRANCAIS DR

SAWCUT AND

MATCH TO

EXISTING

PAVEMENT AND

ELEVATIONS

± 33 LF

BARRIER CURB

AND GUTTER

STA 4+25.07, 12.00' L

FRANCAIS DR

STA 4+25.07, 12.00' R

FRANCAIS DR

6.5'

STA 1+51.19, 12.00' L

FRANCAIS DR

APPROXIMATE LOCATION

OF EXIST. GAS LINE

22'

R30'

± 274 LF OF

PROPOSED

MOUNTABLE

CURB AND

GUTTER

± 41 LF

BARRIER

CURB AND

GUTTER

R31

± 5 SQ YDS

CONCRETE

PAD. CONNECT

TO EXISTING

SAWCUT DRIVEWAY

AT SIDEWALK

REMOVE AND REPLACE

± 11 SQ YDS DRIVEWAY

BETWEEN BACK OF

CURB AND SIDEWALK

MATCH ELEVATIONS

STA 1+51.20, 12.00' R

FRANCAIS DR

SAWCUT DRIVEWAY

AT SIDEWALK

REMOVE AND REPLACE

± 11 SQ YDS DRIVEWAY

BETWEEN BACK OF

CURB AND SIDEWALK

MATCH ELEVATIONS

± 42 LF

BARRIER

CURB AND

GUTTER

TRANSITION FROM

BARRIER CURB TO

MOUNTABLE CURB

TRANSITION FROM

MOUNTABLE CURB

TO BARRIER CURB

TRANSITION FROM

BARRIER CURB TO

MOUNTABLE CURB

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

FRANCAIS DR

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 e = 1.474 k = 34.46

PVI STA 2+66.36

PVI ELEV = 198.78

201.56' VC

-2.39% -3.11%1.52% 2.74%

-1.02% 1.00% 1.33%

EXISTING

GAS

(APPROX

DEPTH)

EXISTING

GAS

(APPROX

DEPTH)

EXISTING

GAS

(APPROX

DEPTH)

EXISTING ROAD

CENTERLINEPROPOSED ROAD

CENTERLINE

EXISTING

STORM DRAIN

EXISTING

WATER CROSSING

(DEPTH UNKNOWN) EXISTING

WATER MAIN

CROSSING

(DEPTH UNKNOWN)

EXISTING

WASTEWATER

CROSSING

(DEPTH UNKNOWN)

EXISTING

WATER CROSSING

(DEPTH UNKNOWN)

SCALE IN FEET

10 20 40

47786.026 7/7/2025

1" = 20'

SITE PLAN AND

PROFILE

FRANCAIS DRIVE

3.4

LEGEND:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

NOTES:

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

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR SHALL MATCH EDGE OF PROPOSED PAVEMENT TO ALL

EXISTING DRIVEWAYS.

3. CONTRACTOR TO PROTECT ALL TREES, MAILBOXES, AND LANDSCAPING

ADJACENT TO PROPOSED PAVEMENT.

4. UTILITIES SHOWN ON PAGE ARE APPROXIMATE AND ARE BASED ON A

COMBINATION OF SITE SURVEY DATA, CITY GIS DATA, AND FIELD VISITS.

UTILITY DEPTHS ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN

VERIFIED.

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CHECKED BY:

DRAWN BY:

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PROPOSED ASPHALT PROPOSED CONCRETE

APPROXIMATE PROPERTY

BOUNDARY PER CITY GIS

ROADWAY CENTERLINE

PROPOSED CONTOUR

EXISTING CONTOUR

PROPOSED CURB AND GUTTER

MOUNTABLE

PROPOSED CURB AND GUTTER

BARRIER

EXISTING CONCRETE

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW 8'' WW

GAS

GASGASGASGASGASGASGASGAS

T T T T

T T

T T T

T T

1+00

TRANSITION

PROPOSED

CONCRETE SIDEWALK

AND ADA RAMP

MATCH GRADE AT

EXISTING SIDEWALK

5' 5'

± 82 LF BARRIER

CURB AND GUTTER

15.2'

9.5'

CONCRETE FLUME WITH

6" BARRIER CURB WALLS.

SEE SHEET 9.2 FOR

DETAILS

TRANSITION

6' 5' 5'

PROTECT EXISTING

POWER POLE IN

PLACE

PROTECT

EXISTING

GUY WIRE

IN PLACE

SAWCUT EXISTING

CONCRETE SIDEWALK

AND MATCH TO EXISTING

WIDTHS AND ELEVATIONS

SAWCUT EXISTING

CONCRETE SIDEWALK

AND MATCH TO EXISTING

WIDTHS AND ELEVATIONS

PROTECT

EXISTING

WATER

VALVE IN

PLACE

EXISTING

24" RCP

CULVERT

ADA

RAMP

ADA

RAMP

± 28 LF BARRIER

CURB AND GUTTER

STA 1+45.19, 12.50' R

FRANCAIS DR

BEGIN TRANSITION

FROM BARRIER TO

MOUNTABLE CURB

AT PT OF CURB RETURN

STA 1+45.19, 12.50' L

FRANCAIS DR

BEGIN TRANSITION

FROM BARRIER TO

MOUNTABLE CURB

AT PT OF CURB RETURN

195.09

195.19

195.20 195.13

195.16 195.25

TRANSITION

OUT BARRIER

CURB OVER 6'.

± 30 LF 2' CONCRETE

APRON (NO CURB)

FRANCAIS DR

D R

5' 5'

10 SQYD OF CONCRETE SIDEWALK.

SEE SHEET 9.2 FOR TYPICAL

SIDEWALK SECTION

23 SQYD OF CONCRETE SIDEWALK.

SEE SHEET 9.2 FOR TYPICAL

SIDEWALK SECTION

SCALE IN FEET

3 5 10

47786.026 7/7/2025

1" = 5'

SITE PLAN

ENLARGEMENT

FRANCAIS DRIVE

3.5

:\4 s\

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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LEGEND:

PROPOSED ASPHALT PROPOSED CONCRETE

APPROXIMATE PROPERTY

BOUNDARY PER CITY GIS

ROADWAY CENTERLINE

PROPOSED CURB AND GUTTER

MOUNTABLE

PROPOSED CURB AND GUTTER

BARRIER

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

NOTES:

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

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR SHALL MATCH EDGE OF PROPOSED PAVEMENT TO ALL

EXISTING DRIVEWAYS.

3. CONTRACTOR TO PROTECT ALL TREES, MAILBOXES, AND LANDSCAPING

ADJACENT TO PROPOSED PAVEMENT.

4. UTILITIES SHOWN ON PAGE ARE APPROXIMATE AND ARE BASED ON A

COMBINATION OF SITE SURVEY DATA, CITY GIS DATA, AND FIELD VISITS.

UTILITY DEPTHS ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN

VERIFIED.

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

W W

GASGASGASGASGASGASGASGASGASGAS

GASGAS

T T T

T W

W W

WW WW WW WW WW WW WW WW WW WW WW WW

FRANCAIS DR

D D

2+00 3+00 4+00

6 197

195 195

CONTRACTOR TO SOD ALL

DISTURBED AREAS AS SHOWN

APPROX ±377 SY

CONTRACTOR TO PLACE

INLET PROTECTION

MEASURES IN FRONT OF

EXISTING INLET UNTIL ALL

UPSTREAM WORK IS

COMPLETE AND VEGETATION

IN ROW IS ESTABLISHED

SCALE IN FEET

15 30 60

47786.026 7/7/2025

1" = 30'

EROSION

CONTROL PLAN

FRANCAIS DRIVE

3.6

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CHECKED BY:

DRAWN BY:

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LEGEND:

NOTES:

APPX. PROPERTY BOUNDARY PER

CITY OF SHREVEPORT GIS

ROADWAY CENTERLINE

ADJOINER PROPERTY LINES

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING SEWER MANHOLE

SOIL BORING LOCATION

SD SD

PROPOSED CONCRETE PAVEMENT

PROPOSED SOD

1) ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHEET

REPRESENT A MINIMUM REQUIREMENT. CONTRACTOR IS RESPONSIBLE TO

SUPPLY AND MAINTAIN ANY ADDITIONAL EROSION CONTROL MEASURES

NECESSARY TO PREVENT SEDIMENT AND CONSTRUCTION DEBRIS FROM

ENTERING THE STORM DRAINAGE SYSTEM.

2) ALL DISTURBED AREAS ARE TO BE SODDED AS SHOWN.

EXISTING STORM DRAIN

1+20.00

0 10 20 30 40 50 600-10-20-30-40-50-60 1+40.00

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

1+60.00

0 10 20 30 40 50 600-10-20-30-40-50-60 1+80.00

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

1.38% -1.15% -2.19% -1.80%

-2.50% -2.00%

FRANCAIS DR

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

OFFSET = 25.10

ELEV = 196.09

OFFSET = 21.56

ELEV = 195.37

OFFSET = 13.67

ELEV = 195.69

OFFSET = 13.26

ELEV = 195.75

OFFSET = 13.00

ELEV = 195.90

OFFSET = 13.00

ELEV = 195.96

-2.00% -2.50%

OFFSET = 12.99

ELEV = 196.41

OFFSET = 0.00

ELEV = 196.39

OFFSET = 13.00

ELEV = 196.47

OFFSET = 0.00

ELEV = 195.48

OFFSET = 0.00

ELEV = 195.27

OFFSET = 0.00

ELEV = 195.87

EX GAS

EX WATR

EX WATREX WATR

TELEPHONEEX TELEPHONE

EX WWTR

TELEPHONE

EX WWTR

47786.026 7/7/2025

1" = 10'

CROSS SECTIONS

FRANCAISE DRIVE

STA 1+00 TO 1+80

3.7

:\4 s\

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CHECKED BY:

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SCALE:

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2+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60 2+20.00

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

2+40.00

0 10 20 30 40 50 600-10-20-30-40-50-60 2+60.00

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

FRANCAIS DR

FINISH GRADE

EXISTING GRADE EXISTING GRADE

EXISTING GRADE

OFFSET = 13.00

ELEV = 196.83

OFFSET = 0.00

ELEV = 196.79

OFFSET = 13.00

ELEV = 196.88

-2.50% -2.00%

OFFSET = 13.00

ELEV = 197.12

OFFSET = 0.00

ELEV = 197.08

OFFSET = 13.00

ELEV = 197.17

-2.50% -2.00%

OFFSET = 13.00

ELEV = 197.29

OFFSET = 0.00

ELEV = 197.26

OFFSET = 13.00

ELEV = 197.34

OFFSET = 13.00

ELEV = 197.35

OFFSET = 0.00

ELEV = 197.31

OFFSET = 13.00

ELEV = 197.40

-2.50% -2.00%

EX GAS

EX GAS EX GAS

EX WATREX WATR

TELEPHONE

TELEPHONEEX

TELEPHONE

47786.026 7/7/2025

1" = 10'

CROSS SECTIONS

FRANCAIS DRIVE

STA 2+00 TO 2+60

3.8

:\4 s\

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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-6

R O

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2+80.00

0 10 20 30 40 50 600-10-20-30-40-50-60 3+00.00

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

3+20.00

0 10 20 30 40 50 600-10-20-30-40-50-60 3+40.00

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

FRANCAIS DR

FINISH GRADE

FINISH GRADE FINISH GRADE

EXISTING GRADE

-2.00% -2.50% -2.50%

-2.00%

-2.50% -2.00%

OFFSET = 13.00

ELEV = 197.29

OFFSET = 0.00

ELEV = 197.26

OFFSET = 13.00

ELEV = 197.34

OFFSET = 0.00

ELEV = 197.08

OFFSET = 13.00

ELEV = 197.12

OFFSET = 13.00

ELEV = 197.17

OFFSET = 0.00

ELEV = 196.79

OFFSET = 13.00

ELEV = 196.83

OFFSET = 13.00

ELEV = 196.88

OFFSET = 13.00

ELEV = 196.42

OFFSET = 0.00

ELEV = 196.39

OFFSET = 13.00

ELEV = 196.47

EX GAS

EX WATREX WATR

TELEPHONE

47786.026 7/7/2025

1" = 10'

CROSS SECTIONS

FRANCAIS DRIVE

STA 2+80 TO 3+40

3.9

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CHECKED BY:

DRAWN BY:

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ISSUED:

SCALE:

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3+60.00

0 10 20 30 40 50 600-10-20-30-40-50-60 3+80.00

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

4+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60 4+20.00

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

FRANCAIS DR

FINISH GRADE

FINISH GRADE FINISH GRADE

EXISTING GRADE

EXISTING GRADE EXISTING GRADE

-2.50% -2.00%

OFFSET = 0.00

ELEV = 195.86

OFFSET = 13.00

ELEV = 195.90

OFFSET = 13.00

ELEV = 195.95

OFFSET = 0.00

ELEV = 195.25

OFFSET = 13.00

ELEV = 195.28

OFFSET = 13.00

ELEV = 195.34

OFFSET = 0.00

ELEV = 194.83

OFFSET = 13.00

ELEV = 194.87

OFFSET = 13.00

ELEV = 194.92

OFFSET = 0.00

ELEV = 194.63

OFFSET = 13.00

ELEV = 194.66

OFFSET = 13.00

ELEV = 194.72

EX GAS

EX GAS EX WATR

EX WATR

TELEPHONE EX

TELEPHONE

47786.026 7/7/2025

1" = 10'

CROSS SECTIONS

FRANCAIS DRIVE

STA 3+60 TO 4+20

3.10

:\4 s\

Fr an ci as

-M id va le

-H ob bs \S he et s\ C

-P

N -X

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DRAWN BY:

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SCALE:

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4+40.00

0 10 20 30 40 50 600-10-20-30-40-50-60 4+60.00

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

4+80.00

0 10 20 30 40 50 600-10-20-30-40-50-60 4+96.84

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

FRANCAIS DR

FINISH GRADE

EXISTING GRADE

-2.58% -3.57%

-0.98% -2.83%

-1.52% -3.87%

-2.50% -2.05%

OFFSET = 0.00

ELEV = 194.58

OFFSET = 13.47

ELEV = 194.76

OFFSET = 15.22

ELEV = 194.56

OFFSET = 0.00

ELEV = 194.78

OFFSET = 34.74

ELEV = 193.79

OFFSET = 32.06

ELEV = 194.46

OFFSET = 25.44

ELEV = 195.09

OFFSET = 0.00

ELEV = 194.98

OFFSET = 26.86

ELEV = 194.42

OFFSET = 0.00

ELEV = 195.15

OFFSET = 13.49

ELEV = 195.39

OFFSET = 13.25

ELEV = 195.35

EX GAS EX GAS

EX GAS

EX WATR

EX WATREX WATR

TELEPHONE

47786.026 7/7/2025

1" = 10'

CROSS SECTIONS

FRANCAIS DRIVE

STA 4+40 TO END

3.11

:\4 s\

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-M id va le

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NONE

SUMMARY OF

QUANTITIES

MIDVALE DRIVE A

4.0

:\4 s\

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-P

N -Q

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MIDVALE DR A

1 2 3 4 5

678910

CONTROL POINT 2

CONTROL POINT 3

CONTROL POINT 4

WW SD

SD SD

GAS GAS

GAS

GAS GAS GAS

GAS

WWWW

W W

SD SD

S D

G O

R Y

L D

MIDVALE DR

APPARENT ROW

1+00

2+00

3+00 4+00

5+00

5+57

N01°11'50"E 42.42'

L=196.75' R=409.15'

Δ=27°33'08"

N31°12'18"E 100.09'

L=71.64' R=1100.00' Δ=3°43'54"

STA. 1+00.00

BEGIN BASELINE

INTERSECTION M

MIDVALE DR AND

FRANCAIS DR

N: 691362.3062

E: 2883869.9087

STA. 1+11.85

BEGIN CONSTRUCTION

N: 691372.6705 E: 2883875.6527

STA. 5+56.88

END BASELINE

END CONSTRUCTION

N: 691793.2192 E: 2883985.9002

STA 5+24.92, 41.51' L

MIDVALE DR 'A'

END CONSTRUCTION

GOOSEBERRY HILL DR

N: 691762.2146 E: 2883943.2152

STA. 5+24.71

INTERSECTION

MIDVALE DR AND

GOOSEBERRY HILL DR

N: 691761.0753

E: 2883984.7147SOIL BORING LOCATION

SCALE IN FEET

15 30 60

47786.026 7/7/2025

1" = 30'

PROJECT

LAYOUT

MIDVALE DRIVE A

4.1

:\4 s\

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PARCEL OWNER INFORMATION TABLE

FREE, MELVIN EUGENE AND

1105 FRANCAIS DR, SHREVEPORT

BRUCE, MICHAEL

9376 MIDVALE DR, SHREVEPORT

SPIGENER PROPERTIES LLC

9372 MIDVALE DR, SHREVEPORT

JACKSON BRIAN D AND

1101 GOOSEBERRY HILL

ST, SHREVEPORT

HENDERSON LARRY D

1104 GOOSEBERRY HILL

ST, SHREVEPORT

MOSLEY, HUEY P

9401 KROETZ DR, SHREVEPORT

FARMER DAVID ALEXANDER JR

9375 MIDVALE DR, SHREVEPORT

PADDIE RAYMOND LEE

9343 MIDVALE DR, SHREVEPORT

CHANCELLOR SHARON KAY

9339 MIDVALE DR, SHREVEPORT

PELEKAKIS MARSHA MADELINE BLAKEMORE

9335 MIDVALE DR, SHREVEPORT POINT TABLE

POINT NO.

DESCRIPTION

3/8 IRON ROD

ELEVATION

213.74

215.24

222.29

NORTHING

691328.87

691537.68

691794.00

EASTING

2883898.70

2883986.89

2883950.16

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

(LA. REG. NO. 5203)

2. HORIZONTAL CONTROL USED FOR THIS PROJECT IS NAD83 LOUISIANA STATE

PLANE, NORTH ZONE.

3. VERTICAL CONTROL USED FOR THIS PROJECT IS FROM THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

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.

5. EXISTING UTILITIES SHOWN ARE BASED ON A COMBINATION OF SURVEY DATA,

CITY GIS DATA, AND SITE VISITS. LOCATIONS ARE APPROXIMATE AND ARE

SHOWN FOR REFERENCE ONLY.

LEGEND:

CONTROL POINT

NOTES:

APPX. PROPERTY BOUNDARY PER

CITY OF SHREVEPORT GIS

PARCEL NUMBER

ROADWAY CENTERLINE

ADJOINER PROPERTY LINES

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

PROPOSED CURB AND GUTTER

SOIL BORING LOCATION

T T EXISTING TELECOMMUNICATIONS

PROPOSED ASPHALT

PROPOSED CONCRETE PAVEMENT

3" ASPHALT PAVEMENT (2 1.5" LIFTS)

8" AGGREGATE BASE COMPACTED TO 95% STANDARD PROCTOR

3 8" LIME TREATED SOIL SUBGRADE COMPACTED TO 95% STANDARD PROCTOR

10.50'2.00' 10.50' 2.00' 12.50' 12.50'

25'

2" EXISTING ASPHALT PAVEMENT

3" CLAYEY GRAVEL BASE

3 CONCRETE CURB (MOUNTABLE)

VARIES

2.5%2.5%

VARIES

213 2 1

3 CONCRETE CURB (MOUNTABLE)

42134 2 1

10.50'2.00' 10.50' 2.00' 12.50' 12.50'

25'

47786.026 7/7/2025

1" = 2'

TYPICAL

SECTIONS

MIDVALE DRIVE A

4.2

:\4 s\

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-H ob bs \S he et s\ C

-P

N -T

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-M V1

-M V2

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PRELIMINARY

LICENSE NO.

7/7/2025

THESE DOCUMENTS ARE FOR INTERIM

REVIEW AND NOT INTENDED FOR

REGULATORY APPROVAL, PERMIT, BIDDING

OR CONSTRUCTION PURPOSES. THEY

WERE PREPARED BY OR UNDER THE

SUPERVISION OF:

NAME

FOR INTERIM REVIEW ONLY

DATE

FIRM / BUSINESS NO. STATE

MARCUS TAYLOR 40539

312 LA

SHEET TITLE:

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DRAWN BY:

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PROPOSED TYPICAL SECTION

MIDVALE DR (FRANCAIS TO GOOSEBERRY)

N.T.S.

EXISTING TYPICAL SECTION

MIDVALE DR (FRANCAIS TO GOOSEBERRY)

N.T.S.

NOTES:

1. REFERENCE GEOTECHNICAL REPORT DATED

03/04/2025 PROVIDED BY DRGEOSCIENCES, LLC.

(PROJECT NUMBER: DRGEOS 24113G).

0 220

220 22 0 221

SAW CUT CURB ON

EITHER SIDE OF INLET

1133 SY ASPHALT

ROADWAY DEMOLITION

7 SY CONCRETE

DRIVE DEMOLITION

REMOVE ± 57 LF OF EX

CONCRETE CURB & GUTTER

POWER POLE TO

BE PROTECTED

POWER POLE TO

BE PROTECTED

POWER POLE TO

BE PROTECTED

SAW CUT CURB ON

EITHER SIDE OF INLET

SAW CUT CURB ON

EITHER SIDE OF INLET

SAW CUT CURB ON

EITHER SIDE OF INLET

SAW CUT CURB ON

EITHER SIDE OF INLET

SAW CUT CURB ON

EITHER SIDE OF INLET

S D

G O

R Y

L D

MIDVALE DR

REMOVE ± 83 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 94 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 127 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 15 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 33 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 200 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 88 LF OF EX

CONCRETE CURB & GUTTER

REMOVE ± 138 LF OF EX

CONCRETE CURB & GUTTER

1+00

2+00

3+00

4+00

5+00

5+57

PROTECT AND RETAIN

EXISTING CURB INLET

PROTECT AND RETAIN

EXISTING CURB INLET

STA. 1+13.31

SAWCUT WHERE SHOWN

N: 691373.9474 E: 2883876.3604

STA. 5+56.88

SAWCUT WHERE SHOWN

N: 691793.2192 E: 2883985.9002

STA 5+24.52, 32.93' L

SAWCUT WHERE SHOWN

:\4 s\

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SCALE IN FEET

10 20 40

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

47786.026 7/7/2025

1" = 20'

DEMOLITION

PLAN

MIDVALE DRIVE A

4.3

LEGEND:

REMOVAL OF CONCRETE AND

BASE

REMOVAL OF ASPHALT AND

BASE

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

DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR SHALL MATCH EDGE OF PROPOSED PAVEMENT TO ALL EXISTING

DRIVEWAYS. THIS MAY REQUIRE A FLARE TO THE DRIVEWAY TO MAINTAIN A

STRAIGHT ROAD EDGE.

3. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

4. CONTRACTOR TO PROTECT ALL TREES, MAILBOXES, AND LANDSCAPING

ADJACENT TO PROPOSED PAVEMENT.

5. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS.

NOTES:

REMOVAL OF

EXISTING SIDEWALK

AND/OR DRIVE

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

1+00

2+00

3+00

4+00

5+00

5+57

1+00

2+00

3+00

4+00

5+00

5+57

8'' WW

8'' WW8'' WW8'' WW

8'' WW

8'' W W

S D

. D W

APPARENT ROW

MIDVALE DR

G O

R Y

C O

N C

. D W

C O

N C

. D W

C O

N C

. D W

C O

N C

. D W

± 1154 SY OF PROPOSED

ASPHALT CONCRETE

APPARENT ROW

ESTABLISHED PROJECT BASELINE

1+00

2+00

3+00

4+00

5+00

5+57 R25'

R15'

R21'

R21

MAINTAIN EXISTING INLET

FL: 212.88'

MAINTAIN EXISTING INLET

FL: 213.33' MAINTAIN EXISTING INLET

FL: 214.09'

MAINTAIN EXISTING INLET

FL: 218.49'

MAINTAIN EXISTING INLET

FL: 212.60'

MAINTAIN EXISTING INLET

FL: 213.02'

MAINTAIN EXISTING INLET

FL: 214.45'

MAINTAIN EXISTING INLET

FL: 219.14'

MAINTAIN EXISTING INLET

FL: 219.62'

7 SY PROPOSED

DRIVEWAY

± 48 LF OF PROPOSED

BARRIER CURB & GUTTER

± 340 LF OF PROPOSED

MOUNTABLE CURB & GUTTER

± 50 LF OF PROPOSED

BARRIER CURB & GUTTER

± 43 LF OF PROPOSED

BARRIER CURB & GUTTER

± 422 LF OF PROPOSED

MOUNTABLE CURB & GUTTER

± 45 LF OF PROPOSED

BARRIER CURB & GUTTER

219 221

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

MIDVALE DR 'A'

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+60

1.11%

3.97%

1.65%

4.56%

-1.55% 0.43%

I S

+0 0.

I E

I S

+5 4.

I E

I S

+6 5.

I E

I S

+0 4.

I E

I S

+5 6.

I E

k = 47.78

PVI ELEV = 215.94

PVI STA 4+34.55

138.88' VC

C S

+6 5.

A 5+

.9 k = 25.22

PVI ELEV = 213.11

PVI STA 1+49.96

50.00' VC

C S

+2 4.

A 1+

+6 4.

EX WWTR

EX WATR

EX WWTR

EXISTING ROAD

CENTERLINE

PROPOSED ROAD

CENTERLINE

EX STRM

47786.026 7/7/2025

1" = 20'

SITE PLAN AND

PROFILE

MIDVALE DRIVE A

4.4

SCALE IN FEET

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07/07/25

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

LEGEND:

PROPOSED ASPHALT PROPOSED CONCRETE

APPROXIMATE PROPERTY

BOUNDARY PER CITY GIS

ROADWAY CENTERLINE

PROPOSED CONTOUR

EXISTING CONTOUR

PROPOSED CURB AND GUTTER

MOUNTABLE

PROPOSED CURB AND GUTTER

BARRIER

EXISTING CONCRETE

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

T T EXISTING TELECOMMUNICATIONS

NOTES:

1. REFER TO PAVEMENT DETAILS AND STANDARD DETAILS FOR

PAVING NOTES, DETAILS, AND OTHER INFORMATION.

2. CONTRACTOR SHALL MATCH EDGE OF PROPOSED PAVEMENT

TO ALL EXISTING DRIVEWAYS.

3. CONTRACTOR TO PROTECT ALL TREES, MAILBOXES, AND

LANDSCAPING ADJACENT TO PROPOSED PAVEMENT.

4. UTILITIES SHOWN ON PAGE ARE APPROXIMATE AND ARE BASED

ON A COMBINATION OF SITE SURVEY DATA, CITY GIS DATA, AND

FIELD VISITS. UTILITY DEPTHS ARE SHOWN FOR REFERENCE

ONLY AND HAVE NOT BEEN VERIFIED.

S D

G O

R Y

L D

MIDVALE DR

APPARENT ROW

1+00

2+00

3+00 4+00

5+00

5+57

IPIP

CONTRACTOR TO SOD ALL

DISTURBED AREAS AS SHOWN

APPROX ±417 SY

CONTRACTOR TO PLACE INLET

PROTECTION MEASURES IN FRONT OF

EXISTING INLET UNTIL ALL UPSTREAM

WORK IS COMPLETE AND VEGETATION

IN ROW IS ESTABLISHED (TYP)

SCALE IN FEET

15 30 60

47786.026 7/7/2025

1" = 30'

EROSION

CONTROL PLAN

MIDVALE DRIVE A

4.5

:\4 s\

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07/07/25

LEGEND:

NOTES:

APPX. PROPERTY BOUNDARY PER

CITY OF SHREVEPORT GIS

ROADWAY CENTERLINE

ADJOINER PROPERTY LINES

EXISTING OVERHEAD POWER LINESP P

EXISTING POWER POLE

EXISTING FIRE HYDRANT

EXISTING GUY WIRE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

PROPOSED CURB AND GUTTER

T T EXISTING TELECOMMUNICATIONS

PROPOSED ASPHALT

PROPOSED CONCRETE PAVEMENT

IP IP IP PROPOSED INLET PROTECTION

1) ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHEET

REPRESENT A MINIMUM REQUIREMENT. CONTRACTOR IS RESPONSIBLE TO

SUPPLY AND MAINTAIN ANY ADDITIONAL EROSION CONTROL MEASURES

NECESSARY TO PREVENT SEDIMENT AND CONSTRUCTION DEBRIS FROM

ENTERING THE STORM DRAINAGE SYSTEM.

2) ALL DISTURBED AREAS ARE TO BE SODDED AS SHOWN.

3) EXISTING DITCH CENTERLINES SHOWN ARE FOR REFERENCE ONLY AND

APPROXIMATE LOCATIONS FOR DITCH REHABILITATION.

4) PROPOSED SODDING SHOWN ARE APPROXIMATE. ALL DISTURBED AREAS

IN DITCH SHOULD BE RESODDED.

PROPOSED SOD

1+20.00

0 10 20 30 40 50 600-10-20-30-40-50-60 1+40.00

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

1+60.00

0 10 20 30 40 50 600-10-20-30-40-50-60 1+80.00

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

MIDVALE DR "A"

EXISTING GRADE

EXISTING GRADE EXISTING GRADE

FINISH GRADE

FINISH GRADE FINISH GRADE

-2.49% -1.30%

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File details come from the government source that posted it. Updated Aug 12, 2025.