Plans.pdf

PDF 37 MB Posted Aug 18, 2025

Attached to: ARP Roadway Improvements - Montrose Drive - C24007
Solicitation number: 25-046
Issued by: Caddo Parish, Louisiana

About this file

Written by GovTribe AI · Aug 19, 2025

The document is a comprehensive set of construction plans for the City of Shreveport's ARP Street Improvements Project (Project No. C24007), specifically focusing on Montrose Drive in Caddo Parish, Louisiana. The project involves roadway reconstruction, subsurface drainage improvements, driveway modifications, and sidewalk installations along Montrose Drive from Fairfield Avenue to Thornhill Avenue. The plans, dated July 2025, detail a 895.94-foot project length with specific design elements including 10-inch and 8-inch Portland cement concrete pavement, 4-inch crushed aggregate base course, concrete barrier curbs, sidewalks, and utility relocations. The project includes demolition of existing asphalt and concrete surfaces, storm drainage improvements, sewer line relocations, and erosion control measures.

The project is funded through the City of Shreveport's Department of Public Works and appears to be a capital improvement initiative. The construction plans incorporate current ADA requirements and follow the City of Shreveport's 2015 Standard Specifications for Infrastructure Improvements. The total project area covers approximately 1.2 acres, with work involving multiple property owners including Caddo Parish School Board, Smart Health Care, Inc., and several private landowners. The plans specify detailed technical requirements for pavement construction, utility installations, and site restoration, with a focus on maintaining existing infrastructure services during construction. Geotechnical investigations and specific soil compaction standards are referenced to ensure quality construction methodology.

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File	Type	Posted
IFB 25-046 ARP Roadway Improvements - Montrose Drive.pdf	PDF	Aug 18, 2025
Specifications.pdf	PDF	Aug 18, 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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SCALE: 1"=200'

LOCATION MAP

PROJECT SITE

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: JULY 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

ROADWAY RECONSTRUCTION,

SUBSURFACE DRAINAGE, DRIVEWAYS, AND

SIDEWALKS

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

SHREVEPORT, LOUISIANA

JULY 2025

MONTROSE DRIVE

DESIGN SPEED

MONTROSE DRIVE: 15 MPH

NOTES:

1. CITY OF SHREVEPORT STANDARD SPECIFICATIONS FOR

INFRASTRUCTURE IMPROVEMENTS, 2015 SHALL GOVERN THIS PROJECT.

2. PROJECT WAS DESIGNED WITH CURRENT ADA REQUIREMENTS.

DREXEL DR

EVANGELINE PL

MONTROSE DR

R N

E 64TH ST

E 65TH ST

D A

R N

TOTAL SHEET COUNT: 42

PROJECT SITE

100% FINAL PLANS

04/17/25

1.0 COVER SHEET

2.0 GENERAL NOTES

3.0 SUMMARY OF QUANTITIES

4.0-4.1 TYPICAL SECTIONS

5.0 PROJECT LAYOUT

6.0-6.1 DEMO PLAN

7.0-7.2 PAVE PLAN & PROFILE

8.0-8.2 SUGGESTED JOINT LAYOUT

9.0-9.1 STORM PLAN & PROFILE

10.0-10.2 SEWER PLAN & PROFILE

11.0-11.4 CROSS SECTIONS

12.0 EROSION CONTROL PLAN

13.0-13.7 DETAILS

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

47786.026 9/30/2024

N/A

GENERAL

NOTES

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DRAWN BY:

PROJECT NO.:

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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 7/29/2025.

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 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.

47786.026 9/30/2024

N/A

SUMMARY OF

QUANTITIES

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VARIES

EXIST. R/W

VARIES%

GREEN SPACE

VARIES

EXIST. R/W

GREEN SPACE

VARIES%

EGL

MONTROSE DR

PROPOSED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 3+10.97' - STA. 4+05.97

STA. 3+10.97' - STA. 4+05.97

STA. 4+79.42' - STA. 5+62.26

STA. 7+23.18' - STA. 7+85.42

STA. 8+18.01' - STA. 9+00.00

STA. 10+23.27' - STA. 10+90.03

MONTROSE DR

EXISTING ROADWAY TYPICAL SECTION (ESTIMATED)

PER GEOTECHNICAL EXPLORATION

(N.T.S.)

APPLIES: PROJECT EXTENTS

VARIES%

EXISTING DITCH EXISTING DITCHVARIES%

EXISTING GROUND

14" THICK EXISTING ASPHALTIC

CONCRETE PAVEMENT

±12'±12'

EXIST. R/WEXIST. R/W

PGL

MONTROSE DR

PROPOSED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 1+11.23 - STA. 1+40.13

LEGEND

10" PORTLAND CEMENT CONCRETE (TYPE B,

MINIMUM COMPRESSIVE STRENGTH 4000

PSI AFTER 28 DAYS OF CURING)

4" THICK CRUSHED

AGGREGATE BASE COURSE

SCARIFY AND COMPACT MINIMUM 12" OF EXISTING

SUBGRADE TO 95% STANDARD PROCTOR

CONCRETE BARRIER CURB

(MONOLITHIC), SEE DETAILS

EMBANKMENT COMPACTED TO MINIMUM

90% STANDARD PROCTOREXISTING GROUND 4" THICK SAND BASE

VARIES%

12.5' 12.5' 5'

13' 13'

±30'±20'

26'

6" 6"

VARIES

GREEN SPACE

VARIES

VARIES%

VARIES

GREEN SPACE

LEGEND

4" THICK CONCRETE SIDEWALK W/

6"x6" W1.4/W1.4 @ 2" MIN COVER1

3 5

1 5

4 234

EXIST. R/WEXIST. R/W

PGL

VARIES%

12.5' 12.5' VARIES'

13' 13'

±30'±20'

26'

6" 6"

VARIES

GREEN SPACE

VARIES

VARIES%

GREEN

SPACE

1 5

4 234

10" PORTLAND CEMENT CONCRETE (TYPE B,

MINIMUM COMPRESSIVE STRENGTH 4000

PSI AFTER 28 DAYS OF CURING)

4" THICK CRUSHED

AGGREGATE BASE COURSE

SCARIFY AND COMPACT MINIMUM 12" OF EXISTING

SUBGRADE TO 95% STANDARD PROCTOR

CONCRETE BARRIER CURB

(MONOLITHIC), SEE DETAILS

EMBANKMENT COMPACTED TO MINIMUM

90% STANDARD PROCTOREXISTING GROUND 4" THICK SAND BASE

4" THICK CONCRETE SIDEWALK W/

6"x6" W1.4/W1.4 @ 2" MIN COVER1

3 5

4 8

47786.026 9/30/2024

AS NOTED

TYPICAL

SECTIONS

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1. REFERENCE GEOTECHNICAL REPORT DATED 08/21/2024 PROVIDED BY

DRGEOSCIENCES, LLC., (PROJECT NUMBER: DRGEOES 24048G).

NOTES:

MONTROSE DR

PROPOSED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 2+16.07' - STA. 3+10.97

STA. 4+05.97' - STA. 4+79.42

STA. 5+62.26' - STA. 7+23.18

STA. 7+85.42' - STA. 8+18.01

STA. 9+00.00' - STA. 10+27.27

EXIST. R/WEXIST. R/W

PGL

MONTROSE DR

PROPOSED ROADWAY TYPICAL SECTION

(N.T.S.)

APPLIES: STA. 1+40.13 - STA. 2+16.07

LEGEND

8" PORTLAND CEMENT CONCRETE (TYPE B,

MINIMUM COMPRESSIVE STRENGTH 4000

PSI AFTER 28 DAYS OF CURING)

4" THICK CRUSHED

AGGREGATE BASE COURSE

SCARIFY AND COMPACT MINIMUM 12" OF EXISTING

SUBGRADE TO 95% STANDARD PROCTOR

CONCRETE BARRIER CURB

(MONOLITHIC), SEE DETAILS

EMBANKMENT COMPACTED TO MINIMUM

90% STANDARD PROCTOREXISTING GROUND 4" THICK SAND BASE

VARIES%

12.5' 12.5' 5'

13' 13'

±30'±20'

26'

6" 6"

VARIES

GREEN SPACE

VARIES

VARIES%

VARIES

GREEN SPACE

LEGEND

4" THICK CONCRETE SIDEWALK W/

6"x6" W1.4/W1.4 @ 2" MIN COVER1

3 5

1 5

4 234

EXIST. R/WEXIST. R/W

PGL

VARIES%

12.5' 12.5' VARIES'

13' 13'

±30'±20'

26'

6" 6"

VARIES

GREEN SPACE

VARIES

VARIES%

GREEN

SPACE

1 5

4 234

8" PORTLAND CEMENT CONCRETE (TYPE B,

MINIMUM COMPRESSIVE STRENGTH 4000

PSI AFTER 28 DAYS OF CURING)

4" THICK CRUSHED

AGGREGATE BASE COURSE

SCARIFY AND COMPACT MINIMUM 12" OF EXISTING

SUBGRADE TO 95% STANDARD PROCTOR

CONCRETE BARRIER CURB

(MONOLITHIC), SEE DETAILS

EMBANKMENT COMPACTED TO MINIMUM

90% STANDARD PROCTOREXISTING GROUND 4" THICK SAND BASE

4" THICK CONCRETE SIDEWALK W/

6"x6" W1.4/W1.4 @ 2" MIN COVER1

3 5

4 8

47786.026 9/30/2024

AS NOTED

TYPICAL

SECTIONS

4.1

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -T

S-

.d w g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

1. REFERENCE GEOTECHNICAL REPORT DATED 08/21/2024 PROVIDED BY

DRGEOSCIENCES, LLC., (PROJECT NUMBER: DRGEOES 24048G).

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+90

W W

WW WW

W W

WW WW WW WW WW WW WW WW WW WW2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

S89°41'17"E

895.94' S87°09'15"E

94.10'

D E

R Y

D R

R N

MONTROSE DR

D A

D E

R Y

D R

D E

R Y

D R

STA: 10+90.03

END CONSTRUCTION

N:711289.96 E:2896149.60

STA: 1+00.00

BEGIN CONSTRUCTION

N:711299.51 E:2895159.70

47786.023 7/29/2025

1" = 40'

PROJECT

LAYOUT

5.0

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -P

R O

T-

dw g D

J ul y

, 2

5, T

, U

R : a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

SCALE IN FEET

20 40 80

LEGEND:

PARCEL BOUNDARY

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER VALVE

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

PROPOSED STORM DRAINSDSD

PROPOSED STORM STRUCTURE

EXISTING FENCE LINE

PROPOSED CONCRETE CURB & GUTTER

CP1

DESC: 60D MAGNAIL

N: 711223.840 E: 2895400.639

ELEV: 217.26

NOTES:

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.

X PARCEL OWNER INFORMATION TABLE

1 2 3 4 5 6 7 8

SMART HEALTH CARE, INC.

2 SMART HEALTH CARE, INC.

3 BURKHALTER, RENEE NICOLE

4 PARKER, MICHAEL HUGH

5 TIDWELL, STEVEN RUSSELL

6 THOMAS, AUSTIN CONNER AND

7 BOLTON, CHARLES HOWARD, JR AND

8 LOLLYGAGGERS, LLC.

9 CADDO PARISH SCHOOL BOARD

10 WASHINGTON, EURA DELL MALONE

11 SOUTHWESTERN ELECTRIC POWER COMPANY

CONTROL POINT

SOIL BORING LOCATION

PROPOSED ASPHALT PAVING

PROPOSED CONCRETE PAVING

RELOCATED WASTE WATER LINEWWWW

RELOCATED OVERHEAD POWER LINES

RELOCATED POWER POLE

P P

CADDO PARISH

SCHOOL BOARD

9.0256 ACRES

RPID #104971

CITY PLAT 171424-0-3

E/2 OF SE/4 OF SEC 24-17-14

PARKER,

MICHAEL

HUGH

0.2041 ACRES

RPID #105305

BK 3453 PG 226

4/6/2001

BURKHALTER, RENEE NICOLE

0.2057 ACRES

RPID #105304

DOC #2657748 6/27/2017

SMART HEALTH CARE, INC.

0.4098 ACRES

RPID #105296

DOC #2269264 1/19/2010

SMART HEALTH

CARE, INC.

0.3839 ACRES

RPID #105292

DOC #2269264

1/19/2010

PARKER,

MICHAEL

HUGH

0.2041

ACRES

RPID

#105305

BK 3453

PG 226

4/6/2001

10" CREPE M.

32" OAK

9" CEDAR

30" PINE

WW WW

W W

WW WW

W W

APPARENT ROW

PROTECT

EXISTING

FIRE HYDRANT

±826 SY ASPHALT

ROADWAY DEMOLITION

±20 SY CONCRETE

DRIVE DEMOLITION

±16 SY CONCRETE

DRIVE DEMOLITION

±31 SY CONCRETE

DRIVE DEMOLITION

±35 SY CONCRETE

DRIVE DEMOLITION

±27 SY CONCRETE

DRIVE DEMOLITION

±79 SY ASPHALT DRIVE

DEMOLITION

MONTROSE DR

D A

U E

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

2.6'

REMOVE EXISTING 9"

CEDAR TREE

85LF OF 18" RCP

DEMOLITION

37LF OF 18" RCP

DEMOLITION

17LF OF 18" RCP

DEMOLITION

49LF OF 18" RCP

DEMOLITION

POWER POLE

TO BE RELOCATED

12'

11.2'

7.9'

POWER POLE

TO BE RELOCATED

POWER POLE

TO BE RELOCATED

STA: 1+00.00

BEGIN ALIGNMENT

N: 711299.51 E: 2895159.70

STA: 1+11.23

BEGIN CONSTRUCTION

N: 711299.44 E: 2895172.93

SAW CUT

WHERE SHOWN

RELOCATE EXISTING

SEWER LINE FROM STA

4+10 TO STA 10+57

PRESERVE EXISTING

MANHOLE

±14 SY SIDEWALK

DEMOLITION

±23 LF CONCRETE

CURB AND GUTTER

DEMOLTION

±20 LF CONCRETE

CURB AND GUTTER

DEMOLTION

CADDO PARISH

SCHOOL BOARD

9.0256 ACRES

RPID #104971

CITY PLAT 171424-0-3

E/2 OF SE/4 OF SEC 24-17-14

BOLTON, CHARLES HOWARD, JR AND

0.8278 ACRES

RPID #105265

BK 3760 PG 639 5/12/2005

THOMAS, AUSTIN CONNER AND

0.4859 ACRES

RPID #105303

DOC #2912724 12/13/2022

TIDWELL, STEVEN RUSSELL

0.2729 ACRES

RPID #105297

DOC #2823630 3/1/2021

PARKER,

MICHAEL

HUGH

0.2041 ACRES

RPID #105305

BK 3453 PG 226

4/6/2001

PARKER,

MICHAEL

HUGH

0.2041

ACRES

RPID

#105305

BK 3453

PG 226

4/6/2001

14" OAK

16" ELM

10" ELM

8" OAK

28" ELM

20" OAK

24" OAK

10" CREPE M.

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

W W

APPARENT ROW

APPARENT ROWAPPARENT ROW

REMOVE EXISTING

HEADWALL

REMOVE EXISTING HEADWALL.

OUTFALL PIPE TO TIE INTO NEW

DRAINAGE. SEE SHEET 7.1 FOR

DETAILS

EXISTING

STORM DETENTION

POWER POLE

TO BE RELOCATED

±890 SY ASPHALT

ROADWAY DEMOLITION

±69 SY CONCRETE

DRIVE DEMOLITION

±23 SY CONCRETE

DRIVE DEMOLITION

±27 SY CONCRETE

DRIVE DEMOLITION

±44 SY CONCRETE

DRIVE DEMOLITION

±96 SY ASPHALT DRIVE

DEMOLITION

±86 SY CONCRETE

DRIVE DEMOLITION

MONTROSE DR

R N

5+00 6+00 7+00 8+00

22.9'

49LF OF 18" RCP

EXISTING GRATE

INLET DEMOLITION

75LF OF 18" RCP

DEMOLITION

40LF OF 18" RCP

DEMOLITION

EXISTING GRATE

INLET DEMOLITION

11.1'

10.5'

80LF OF 18" RCP

DEMOLITION

36LF OF 15" RCP

DEMOLITION

EXISTING GRATE

INLET DEMOLITION

28LF OF 18" RCP

DEMOLITION

38LF OF 18" PVC

DEMOLITION

28LF OF 18" RCP

DEMOLITION

POWER POLE

TO BE RELOCATED

POWER POLE

TO BE RELOCATED

POWER POLE

TO BE RELOCATED

24" OAK TO BE

REMOVED

8" & 10" ELM TO

BE REMOVED

7LF OF 15" RCP

DEMOLITION 47786.026

7/29/2025

JSG

1" = 20'

DEMO PLAN

(1 OF 2)

6.0

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -D

-M O

-0

dw g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

- T

S H

C H

- P

C H

- T

S H

SCALE IN FEET

10 20 40

LEGEND:

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER VALVE

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

EXISTING FENCE LINE

REMOVAL OF STORM PIPE

1. SAW CUT ALL DRIVES AT R.O.W. LIMITS AS INDICATED ON THIS SHEET.

2. CONTRACTOR TO MAINTAIN SEWER SERVICE TO ALL EXISTING RESIDENTS

DURING RELOCATION. SEE SHEETS 10.0-10.1 FOR PROPOSED SEWER

ALIGNMENT AND DETAILS.

(P.S.) SOUTHWESTERN ELECTRIC

POWER COMANY

0.4666 ACRES

RPID #105083

BOOK 2778 PG 466 10/30/1991

WASHINGTON, EURA

DELL MALONE

0.2798 ACRES

RPID #105078

DOC #2371235 10/3/2021

LOLLYGAGGERS, LLC

0.4139 ACRES

RPID #105266

DOC #2968949 5/29/24

BOLTON, CHARLES HOWARD, JR AND BOLTON, CHARLES HOWARD, JR AND

0.8278 ACRES

RPID #105265

BK 3760 PG 639 5/12/2005

34" OAK34" OAK

16" ELM

WW WW WW WW WW WW WW WW WW WW WW

W W

APPARENT ROW

R N

APPARENT ROW

PROTECT EXISTING

FIRE HYDRANT

±642 SY ASPHALT

ROADWAY DEMOLITION

±19 SY CONCRETE

DRIVE DEMOLITION

±21 SY CONCRETE

DRIVE DEMOLTION

±69 SY CONCRETE

DRIVE DEMOLITION

±86 SY CONCRETE

DRIVE DEMOLITION

MONTROSE DR

9+00 10+00

±22 SY ASPHALT

DRIVE DEMOLITION

±33 LF CONCRETE

CURB AND GUTTER

DEMOLTION

±35 LF CONCRETE

CURB AND GUTTER

DEMOLTION

EXISTING GRATE

INLET DEMOLITION

38LF OF 18" PVC

DEMOLITION

28LF OF 18" RCP

DEMOLITION

POWER POLE

TO BE RELOCATED

STA: 10+90.03

END CONSTRUCTION

END ALIGNMENT

N: 711289.96 E: 2896149.60

SAW CUT AT END

OF RADIUS

SAW CUT AT END

OF RADIUS

34" OAK TO BE

REMOVED

34" OAK TO BE

REMOVED

RELOCATE EXISTING SEWER LINE

FROM STA 4+10 TO STA 10+57.

PRESERVE EXISTING MANHOLE

12LF OF 15" PVC

DEMOLITION

47786.026 7/29/2025

JSG

1" = 20'

DEMO PLAN

(2 OF 2)

6.1

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -D

-M O

-0

dw g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

- P

0 0

SCALE IN FEET

10 20 40

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

LEGEND:

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER VALVE

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

EXISTING FENCE LINE

REMOVAL OF STORM PIPE

NOTES:

1. SAW CUT ALL DRIVES AT R.O.W. LIMITS AS INDICATED ON THIS SHEET.

2. CONTRACTOR TO MAINTAIN SEWER SERVICE TO ALL EXISTING RESIDENTS

DURING RELOCATION. SEE SHEETS 10.0-10.1 FOR PROPOSED SEWER

ALIGNMENT AND DETAILS.

9.0256 ACRES

RPID #104971

CITY PLAT 171424-0-3

E/2 OF SE/4 OF SEC 24-17-14

PARKER,

MICHAEL

HUGH

0.2041 ACRES

RPID #105305

BK 3453 PG 226

4/6/2001

BURKHALTER, RENEE NICOLE

0.2057 ACRES

RPID #105304

DOC #2657748 6/27/2017

SMART HEALTH CARE, INC.

0.4098 ACRES

RPID #105296

DOC #2269264 1/19/2010

SMART HEALTH

CARE, INC.

0.3839 ACRES

RPID #105292

DOC #2269264

1/19/2010

PARKER,

MICHAEL

HUGH

0.2041

ACRES

RPID

#105305

BK 3453

PG 226

4/6/2001

WW WW

W W

WW WW

18" RCP

2+00 3+00 4+00S89°41'17"E 895.94'

D E

R Y

D R

MONTROSE DR

STA. 1+00.00

BEGIN PROJECT BASELINE

MONTROSE DR

N: 711299.5076

E: 2895159.6957

STA. 1+11.23

BEGIN CONSTRUCTION

MONTROSE DR

N: 711299.4454

E: 2895171.1160

R12'R12

R1 2'

R12' R12

R25'

R25' R

7' R25' R25'

2' 2'7'

7'7'

5220 21

APPARENT ROW

STA 1+13.42 - STA 4+50

±1114 SY OF

PROPOSED ASPHALTIC

CONCRETE PAVEMENT

STA 1+00 - STA 4+50

±182 SY PROPOSED

CONCRETE SIDEWALK

PROTECT

EXISTING

FIRE HYDRANT

21 SY PROPOSED

CONCRETE DRIVEWAY

20 SY PROPOSED

CONCRETE DRIVEWAY

±14 SY PROPOSED

CONCRETE DRIVEWAY

±17 SY PROPOSED

CONCRETE DRIVEWAY

18 SY PROPOSED

CONCRETE DRIVEWAY

2' PROPOSED CONCRETE

BARRIER CURB & GUTTER, TYP.

PROPOSED TYPE 7

H/C RAMPS

SUGGESTED RELOCATION

OF EXISTING POWER POLE

APPARENT ROW

PROPOSED TYPE 7

H/C RAMPS, TYP.

SUGGESTED RELOCATION

OF EXISTING POWER POLE

SUGGESTED RELOCATION

OF EXISTING POWER POLE

ESTABLISHED PROJECT BASELINE

MAINTAIN ADA CROSS

SLOPE ACROSS

DRIVEWAY

TYPE 7 H/C RAMP

PROPOSED CONCRETE DRIVE

(NO BARRIER CURB) PROPOSED CONCRETE

DRIVE

SEE SHEETS 9.0-9.1

FOR STORM DRAIN

BOX OUT AROUND

MANHOLE. SEE SHEET

12.2 FOR DETAILS.

SEE SHEETS

10.0-10.2 FOR SEWER

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

-5.61%

-2.03%

I E

G L

I E

I S

k=32.13

115.00' VC

FINISH GRADE @ CENTERLINE OF

ROADWAY/PROJECT BASELINE

EXISTING GROUND @ CENTERLINE

OF ROADWAY/PROJECT BASELINE

MONTROSE DR

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

PROPOSED STORM DRAIN

CROSSING. SEE SHEETS

9.0-9.1 FOR DETAILS.

47786.023 7/29/2025

1" = 20'

PAVE PLAN &

PROFILE (1 OF 3)

7.0

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -P

-M O

-0

dw g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

A 4+

T) M

N E

SCALE IN FEET

10 20 40

NOTES:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

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

DETAILS, AND OTHER INFORMATION.

2. ALL MANHOLES, WATER VALVES, AND OTHER UTILITY APPURTENANCES

LOCATED WITHIN THE PAVED AREA SHALL BE RAISED FLUSH WITH PROPOSED

GRADE.

3. ALL CURBING INDICATED ON STREET TO BE 6" BARRIER EXCEPT AT

DRIVEWAYS. ALL CURBING ON DRIVEWAYS TO BE 4" MOUNTABLE CURB EXCEPT

WHERE NOTED. SEE PLAN OF DRIVEWAY ON SHEET 10.

LEGEND:

PROPOSED CONCRETE DRIVEWAY

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

PROPOSED STORM DRAINSDSD

PROPOSED STORM STRUCTURE

EXISTING FENCE LINE

PROPOSED CONCRETE CURB & GUTTER

PROPOSED SIDEWALK

PROPOSED DITCH ARMORING

PROPOSED CONTOUR ELEVATION LABEL200

PROPOSED 10" CONCRETE PAVEMENT

PROPOSED 8" CONCRETE PAVEMENT

CADDO PARISH

SCHOOL BOARD

9.0256 ACRES

RPID #104971

CITY PLAT 171424-0-3

E/2 OF SE/4 OF SEC 24-17-14

BOLTON, CHARLES HOWARD, JR AND

0.8278 ACRES

RPID #105265

BK 3760 PG 639 5/12/2005

THOMAS, AUSTIN CONNER AND

0.4859 ACRES

RPID #105303

DOC #2912724 12/13/2022

TIDWELL, STEVEN RUSSELL

0.2729 ACRES

RPID #105297

DOC #2823630 3/1/2021

PARKER,

MICHAEL

HUGH

0.2041 ACRES

RPID #105305

BK 3453 PG 226

4/6/2001

PARKER,

MICHAEL

HUGH

0.2041

ACRES

RPID

#105305

BK 3453

PG 226

4/6/2001

W W

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

APPARENT ROW

18" RCP

5+00 6+00 7+00 8+00S89°41'17"E 895.94'

APPARENT ROW

D E

R Y

D R

R N

MONTROSE DR

R18

R25'R25'

R18'

2' 2'7'

7'7'

STA. 7+51.19

END CONSTRUCTION

THORNHILL AVE EXTENT

N: 711326.3110

E: 2895811.0437

STA 4+50 - STA 8+50

±237 SY PROPOSED

CONCRETE SIDEWALK

CONCRETE DRIVEWAY

TYPE 7

H/C RAMP

PROPOSED TYPE 7

TRANSITION FROM BARRIER TO

MOUNTABLE CURB AT DRIVEWAYS,

UNLESS SHOWN OTHERWISE, TYP.

SUGGESTED RELOCATION

OF EXISTING POWER POLE

SUGGESTED RELOCATION

OF EXISTING POWER POLE

STA 4+50 - STA 8+00

±1134 SY OF PROPOSED

ASPHALTIC CONCRETE

PAVEMENT

39 SY PROPOSED

CONCRETE DRIVEWAY

20 SY PROPOSED

CONCRETE DRIVEWAY

10 SY OF

PROPOSED

CONCRETE

DRIVEWAY

ESTABLISHED PROJECT BASELINE TYPE 7 H/C RAMP

SUGGESTED RELOCATION

OF EXISTING POWER POLE

SUGGESTED

RELOCATION

OF EXISTING

POWER POLE

MAINTAIN ADA CROSS

SLOPE ACROSS

DRIVEWAY

POTENTIAL CONFLICT WITH

EXISTING WASTEWATER LINE

CONTRACTOR TO FIELD VERIFY

TYPE 7 H/C RAMP

10 LF OF 12" CPPPDW TO

EXTEND EXISTING PIPE

TO NEW CURB INLET

PROPOSED CONCRETE

DRIVE

SEE SHEETS 9.0-9.1

FOR STORM DRAIN

SEE SHEETS

FOR STORM DRAIN

±90 SY OF PROPOSED

CONCRETE DRIVEWAY

SEE SHEETS

10.0-10.2 FOR SEWER

PROTECT EXISTING WATER

VALVE. MATCH VALVE RIM

ELEVATION TO PROPOSED

ROADWAY SURFACE

ELEVATION

REGRADE AND

ARMOR APPX 230

LF OF THORNHILL

AVENUE DITCH.

SEE TYP SEC ON

SHEET 13.3

4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

-6.75%

-0.95%

I E

G L

I E

I S

k=15.89

75.00' VC

I E

G L

I E

I S

k=22.84

132.48' VC

FINISH GRADE @

CENTERLINE OF

ROADWAY/PROJECT

BASELINE

EXISTING GROUND @ CENTERLINE

OF ROADWAY/PROJECT BASELINE

MONTROSE DR

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

PROPOSED STORM DRAIN

CROSSING. SEE SHEETS

9.0-9.1 FOR DETAILS.

PROPOSED STORM DRAIN

CROSSING. SEE SHEETS

9.0-9.1 FOR DETAILS.

APPROXIMATE LOCATION OF

EXISTING WATER MAIN CROSSING.

FIELD VERIFY LOCATION & SIZE.

47786.023 7/29/2025

1" = ##'

PAVE PLAN &

PROFILE (2 OF 3)

7.1

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -P

-M O

-0

dw g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

A 8+

C H

A 4+

SCALE IN FEET

10 20 40

C H

A 8+

C H

A 4+

NOTES:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

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

DETAILS, AND OTHER INFORMATION.

2. ALL MANHOLES, WATER VALVES, AND OTHER UTILITY APPURTENANCES

LOCATED WITHIN THE PAVED AREA SHALL BE RAISED FLUSH WITH PROPOSED

GRADE.

3. ALL CURBING INDICATED ON STREET TO BE 6" BARRIER EXCEPT AT

DRIVEWAYS. ALL CURBING ON DRIVEWAYS TO BE 4" MOUNTABLE CURB EXCEPT

WHERE NOTED. SEE PLAN OF DRIVEWAY ON SHEET 10.

LEGEND:

PROPOSED CONCRETE DRIVEWAY

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

PROPOSED STORM DRAINSDSD

PROPOSED STORM STRUCTURE

EXISTING FENCE LINE

PROPOSED CONCRETE CURB & GUTTER

PROPOSED SIDEWALK

PROPOSED DITCH ARMORING

PROPOSED CONTOUR ELEVATION LABEL200

(P.S.) SOUTHWESTERN ELECTRIC

POWER COMANY

0.4666 ACRES

RPID #105083

BOOK 2778 PG 466 10/30/1991

WASHINGTON, EURA

DELL MALONE

0.2798 ACRES

RPID #105078

DOC #2371235 10/3/2021

LOLLYGAGGERS, LLC

0.4139 ACRES

RPID #105266

DOC #2968949 5/29/24

BOLTON, CHARLES HOWARD, JR AND

0.8278 ACRES

RPID #105265

BK 3760 PG 639 5/12/2005

BOLTON, CHARLES HOWARD, JR AND

0.8278 ACRES

RPID #105265

BK 3760 PG 639 5/12/2005

WW WW WW WW

W W

MHWW WW WW WW WW WW WW WW WW

APPARENT ROW

8+00 9+00 10+00

S89°41'17"E 895.94' S87°09'15"E 94.10'

D E

R Y

D R

MONTROSE DR

APPARENT ROW

STA. 9+95.94

BASELINE P.I.

MONTROSE DR

N: 711294.6292

E: 2896055.6177

STA. 10+90.03

END CONSTRUCTION

MONTROSE DR

N: 711289.9576 E: 2896149.5979

STA. 10+65.11

END CONSTRUCTION

THORNHILL AVE EXTENT

N: 711254.6164 E: 2896122.8849

R25'

R25' R25'

2' 2'7'

STA 8+50 - STA 10+90.03

±100 SY PROPOSED

CONCRETE SIDEWALK

PROTECT EXISTING

FIRE HYDRANT

SUGGESTED RELOCATION

OF EXISTING POWER POLE

10 SY OF

PROPOSED

CONCRETE

DRIVEWAY

ESTABLISHED PROJECT BASELINE

STA 8+00 - STA 10+90.03

±917 SY OF PROPOSED

ASPHALTIC CONCRETE

PAVEMENT

±22 SY OF PROPOSED

CONCRETE DRIVEWAY

±14 SY OF PROPOSED

CONCRETE DRIVEWAY

TRANSITION FROM BARRIER TO

MOUNTABLE CURB AT DRIVEWAYS,

UNLESS SHOWN OTHERWISE, TYP.

TYPE 7 H/C RAMP

±22 SY PROPOSED

CONCRETE DRIVEWAY

PROTECT EXISTING WATER

VALVE. MATCH VALVE RIM

ELEVATION TO PROPOSED

ROADWAY SURFACE

ELEVATION

ADJUST MANHOLE LID

TO BE FLUSH WITH

FINISHED GRADE

SUGGESTED

RELOCATION

OF EXISTING

POWER POLE

MAINTAIN ADA

CROSS SLOPE

ACROSS DRIVEWAY

TYPE 7 H/C RAMP

SEE SHEETS 9.0-9.1

FOR STORM DRAIN

±90 SY OF PROPOSED

CONCRETE DRIVEWAY

SEE SHEETS 10.0-10.2

FOR SEWER

REGRADE AND

ARMOR APPX 230

LF OF THORNHILL

AVENUE DITCH.

SEE TYP SEC ON

SHEET 13.3

8+00 8+50 9+00 9+50 10+00 10+50 11+00

1.94%

I E

G L

I E

I S

k=47.33

136.95' VC

FINISH GRADE @ CENTERLINE OF

ROADWAY/PROJECT BASELINE EXISTING GROUND @ CENTERLINE

OF ROADWAY/PROJECT BASELINE

MONTROSE DR

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

PROPOSED STORM DRAIN

CROSSING. SEE SHEETS

9.0-9.1 FOR DETAILS.

47786.026 7/29/2025

JSG

1" = 20'

PAVE PLAN &

PROFILE (3 OF

7.2

:\4 s\

M on tro se

-S in gl et ar y-

C ro sb y\

Sh ee ts \C

-P

N -P

-M O

-0

dw g

J ul y

, 2

5, T

, U

: a h5

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

A 8+

T C

-1

-5

C H

A 8+

SCALE IN FEET

10 20 40

NOTES:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

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

DETAILS, AND OTHER INFORMATION.

2. ALL MANHOLES, WATER VALVES, AND OTHER UTILITY APPURTENANCES

LOCATED WITHIN THE PAVED AREA SHALL BE RAISED FLUSH WITH PROPOSED

GRADE.

3. ALL CURBING INDICATED ON STREET TO BE 6" BARRIER EXCEPT AT

DRIVEWAYS. ALL CURBING ON DRIVEWAYS TO BE 4" MOUNTABLE CURB EXCEPT

WHERE NOTED. SEE PLAN OF DRIVEWAY ON SHEET 10.

LEGEND:

PROPOSED CONCRETE DRIVEWAY

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTING TREE

PROPOSED STORM DRAINSDSD

PROPOSED STORM STRUCTURE

EXISTING FENCE LINE

PROPOSED CONCRETE CURB & GUTTER

PROPOSED SIDEWALK

PROPOSED DITCH ARMORING

PROPOSED CONTOUR ELEVATION LABEL200

1+00 2+00 3+00 14.3' 14.3' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0'

14.3'

3.0'

LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ

EJ TC

23.2'

22.0'

C J

CJ2.

0' C J

ASPHALT PARKING

3+00 4+00 5+00 19.0' 20.6' 13.9' 13.8' 14.0' 13.9' 18.7' 19.0' 19.0' 19.0' 16.4' 14.5' 14.0'

3.0' 3.0'

3.0'

' 12 .0

13.9'14.0'13.8'13.9' 14.0'

LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ

EJ TC

CJ CJ

C J

EJ TC

C J

TCJTCJTCJTCJ TCJ

CJCJ

23.2'

22.0'

C J C J

CJ2.

0' C J

C J

24.6'2.

0' EJ

C J

21.7'

CJ2.

0' C J

C J

ASPHALT PARKING

2.2'

47786.026 9/30/2024

1" = 10'

SUGGESTED

JOINT LAYOUT

(1 OF 3)

8.0

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

O W

N E

C H

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

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

NOTES:

1. NOTE. A CLEAN STRAIGHT FULL DEPTH SAW CUT IS REQUIRED TO OBTAIN A

SMOOTH AND NEAT EDGE BEFORE REMOVAL OF EXISTING CONCRETE.

2. NOTE. DIMENSIONS SHOWN ARE FOR NEW CONCRETE PANELS AND ARE FOR

INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS TO VERIFY DIMENSIONS OF

EACH PANEL REPLACEMENT AND VERIFY JOINT ALIGNMENT WHERE

PRACTICABLE.

3. NOTE. REMOVE AND REPLACE 743 SY OF PORTLAND CEMENT CONCRETE PANELS

(8.0)

4. CONTRACTOR TO CLEAN AND RESEAL ALL STREET JOINTS - TRANSVERSE,

CONTRACTION, LONGITUDINAL, AND EXPANSION - BETWEEN BACK OF CURB AND

BACK OF CURB - IN ACCORDANCE WITH DETAILS SHEET 13. JOINT SEALING AT

NEW CONCRETE PANELS REPLACEMENTS SHALL NOT BE MEASURED FOR

PAYMENT AND ARE SUBSIDIARY TO THE CONCRETE PANEL PAY ITEM NO. 509.1 .

5. CONTRACTOR TO PROTECT ANY EXISTING PANELS NOT CALLED TO BE REMOVED.

ANY DAMAGES TO EXISTING PANELS TO REMAIN IN PLACE ARE TO BE REMOVED

AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL PROTECT AND RETAIN ALL DRAINAGE FEAUTURES,

INCLUDING STORM PIPE, JUNCTION BOXES, INLETS AND GUTTER PANELS.

7. ALL UTILITIES SHOWN ARE BASED OFF OF GIS DATA, AND UTILITY COMPANY

DRAWINGS, CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES DURING

CONSTRUCTION.

8. MATCH EXISTING GRADES WHERE ALL NEW PANELS ADJOIN EXISTING PANELS OR

EXISTING DRIVES. ALL NEW PANELS ARE TO GRADED SO AS NOT TO CAUSE ANY

PONDING IN THE STREET.

SCALE IN FEET

5 10 20

LEGEND:

APPARENT ROW PER CITY GIS

PROPOSED STORM DRAIN

PROPOSED STORM STRUCTURE

EXISTING FENCE LINE

PROPOSED CONCRETE CURB

5+00 6+00 7+00 14.0' 14.0' 13.7' 13.7' 12.8' 14.7' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0' 19.0'

3.0'3.0'

'12 .1

14.0' 14.0' 13.7' 13.7' 2.4'

LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ

C J

EJ TC

TCJ TCJ TCJ TCJ CJ

0' 26.2'

C J

7+00 8+00 9+00 19.0' 13.2' 13.2' 14.7' 14.7' 19.5' 19.5' 13.0' 13.0' 13.2' 13.2' 13.2' 13.2' 16.2' 19.0'

3.0' 3.

14.7' 14.7'

3.0'

13.2' 13.2'

13.2'

3.0'

2.2'

13.2'

LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ

CJ CJ

EJ EJ TC

EJ TC

TCJ TCJ

C J

TCJ TCJ

TCJ

C J

CJTCJ

J EJ

0' 26.2'

C J

0' C J 27.0'

C J C J

21.9'

2.0' C

J 2.

0' C J

13.6'

47786.026 9/30/2024

1" = 10'

SUGGESTED

JOINT LAYOUT

(2 OF 3)

8.1

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

O W

N E

C H

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

C H

SCALE IN FEET

5 10 20

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

NOTES:

1. NOTE. A CLEAN STRAIGHT FULL DEPTH SAW CUT IS REQUIRED TO OBTAIN A

SMOOTH AND NEAT EDGE BEFORE REMOVAL OF EXISTING CONCRETE.

2. NOTE. DIMENSIONS SHOWN ARE FOR NEW CONCRETE PANELS AND ARE FOR

INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS TO VERIFY DIMENSIONS OF

EACH PANEL REPLACEMENT AND VERIFY JOINT ALIGNMENT WHERE

PRACTICABLE.

3. NOTE. REMOVE AND REPLACE 743 SY OF PORTLAND CEMENT CONCRETE PANELS

(8.1)

4. CONTRACTOR TO CLEAN AND RESEAL ALL STREET JOINTS - TRANSVERSE,

CONTRACTION, LONGITUDINAL, AND EXPANSION - BETWEEN BACK OF CURB AND

BACK OF CURB - IN ACCORDANCE WITH DETAILS SHEET 13. JOINT SEALING AT

NEW CONCRETE PANELS REPLACEMENTS SHALL NOT BE MEASURED FOR

PAYMENT AND ARE SUBSIDIARY TO THE CONCRETE PANEL PAY ITEM NO. 509.1 .

5. CONTRACTOR TO PROTECT ANY EXISTING PANELS NOT CALLED TO BE REMOVED.

ANY DAMAGES TO EXISTING PANELS TO REMAIN IN PLACE ARE TO BE REMOVED

AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL PROTECT AND RETAIN ALL DRAINAGE FEAUTURES,

INCLUDING STORM PIPE, JUNCTION BOXES, INLETS AND GUTTER PANELS.

7. ALL UTILITIES SHOWN ARE BASED OFF OF GIS DATA, AND UTILITY COMPANY

DRAWINGS, CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES DURING

CONSTRUCTION.

8. MATCH EXISTING GRADES WHERE ALL NEW PANELS ADJOIN EXISTING PANELS OR

EXISTING DRIVES. ALL NEW PANELS ARE TO GRADED SO AS NOT TO CAUSE ANY

PONDING IN THE STREET.

LEGEND:

APPARENT ROW PER CITY GIS

PROPOSED STORM DRAIN

PROPOSED STORM STRUCTURE

9+00 10+00

10+90

19.0' 19.0' 19.0' 19.0' 19.0' 14.5' 13.9' 13.9' 13.9' 12.8' 12.4' 13.5'

3.0' 3.0'

9.1' 10.1'

12.8' 12.4'

LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ

EJ TC

CJ CJ

21.9'

CJ 2.

0' C J

7.0

7.9'

47786.026 9/30/2024

1" = 10'

SUGGESSTED

JOINT LAYOUT

(3 OF 3)

8.2

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

SCALE IN FEET

5 10 20

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

NOTES:

1. NOTE. A CLEAN STRAIGHT FULL DEPTH SAW CUT IS REQUIRED TO OBTAIN A

SMOOTH AND NEAT EDGE BEFORE REMOVAL OF EXISTING CONCRETE.

2. NOTE. DIMENSIONS SHOWN ARE FOR NEW CONCRETE PANELS AND ARE FOR

INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS TO VERIFY DIMENSIONS OF

EACH PANEL REPLACEMENT AND VERIFY JOINT ALIGNMENT WHERE

PRACTICABLE.

3. NOTE. REMOVE AND REPLACE 743 SY OF PORTLAND CEMENT CONCRETE PANELS

(8.2)

4. CONTRACTOR TO CLEAN AND RESEAL ALL STREET JOINTS - TRANSVERSE,

CONTRACTION, LONGITUDINAL, AND EXPANSION - BETWEEN BACK OF CURB AND

BACK OF CURB - IN ACCORDANCE WITH DETAILS SHEET 13. JOINT SEALING AT

NEW CONCRETE PANELS REPLACEMENTS SHALL NOT BE MEASURED FOR

PAYMENT AND ARE SUBSIDIARY TO THE CONCRETE PANEL PAY ITEM NO. 509.1 .

5. CONTRACTOR TO PROTECT ANY EXISTING PANELS NOT CALLED TO BE REMOVED.

ANY DAMAGES TO EXISTING PANELS TO REMAIN IN PLACE ARE TO BE REMOVED

AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL PROTECT AND RETAIN ALL DRAINAGE FEAUTURES,

INCLUDING STORM PIPE, JUNCTION BOXES, INLETS AND GUTTER PANELS.

7. ALL UTILITIES SHOWN ARE BASED OFF OF GIS DATA, AND UTILITY COMPANY

DRAWINGS, CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES DURING

CONSTRUCTION.

8. MATCH EXISTING GRADES WHERE ALL NEW PANELS ADJOIN EXISTING PANELS OR

EXISTING DRIVES. ALL NEW PANELS ARE TO GRADED SO AS NOT TO CAUSE ANY

PONDING IN THE STREET.

LEGEND:

APPARENT ROW PER CITY GIS

PROPOSED STORM DRAIN

PROPOSED STORM STRUCTURE

9.0256 ACRES

RPID #104971

CITY PLAT 171424-0-3

E/2 OF SE/4 OF SEC 24-17-14

TIDWELL, STEVEN RUSSELL

0.2729 ACRES

RPID #105297

DOC #2823630 3/1/2021

PARKER,

MICHAEL

HUGH

0.2041 ACRES

RPID #105305

BK 3453 PG 226

4/6/2001

BURKHALTER, RENEE NICOLE

0.2057 ACRES

RPID #105304

DOC #2657748 6/27/2017

SMART HEALTH CARE, INC.

0.4098 ACRES

RPID #105296

DOC #2269264 1/19/2010

PARKER,

MICHAEL

HUGH

0.2041

ACRES

RPID

#105305

BK 3453

PG 226

4/6/2001

2+00 3+00 4+00 5+00 6+00

W W

WW WW WW WW WW WW WW

2+00 3+00 4+00 5+00 6+00

S89°41'17"E 895.94'

APPARENT ROW

D E

R Y

D R

MONTROSE DR

Y D

APPARENT ROW

APPARENT ROWAPPARENT ROW

ESTABLISHED PROJECT BASELINE

REBUILD FLUME TO TIE INTO

COVERED SIDEWALK GAP.

SEE DETAIL ON SHEET 12.2

5 21

4 20

POTENTIAL CONFLICT WITH

EXISTING WASTEWATER LINE

CONTRACTOR TO FIELD VERIFY

STA 3+11.67 MONTROSE DR

SINGLE CURB INLET W/ WINDOW

TC ELEV = 213.11

6"x20" WINDOW (IN) FL = 212.11

18" CPPPDW (IN) FL = 209.25

18" CPPPDW (OUT) FL = 209.24

STA 3+13.53 MONTROSE DR

SINGLE CURB INLET ON SKEW

TC ELEV = 212.97

18" CPPPDW (OUT) FL = 209.39

STA 4+75.49 MONTROSE DR

SINGLE CURB INLET ON SKEW

TC ELEV = 209.68

18" CPPPDW (OUT) FL = 206.32

STA 4+73.64 MONTROSE DR

SINGLE CURB INLET W/ WINDOW

TC ELEV = 209.82

6"x20" WINDOW (IN) FL = 208.82

18" CPPPDW (IN) FL = 206.22

18" CPPPDW (IN) FL = 206.18

18" CPPPDW (OUT) FL = 206.04

REBUILD FLUME TO TIE INTO

COVERED SIDEWALK GAP.

SEE DETAIL ON SHEET 12.2

157 LF OF 18" CPPPDW

29 LF OF 18" CPPPDW 29 LF OF 18" CPPPDW

236 LF OF 18" CPPPDW

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

MONTROSE DR

2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00

M O

D R

C U

R B

T W

/ W

D O

M E

M O

D R

C U

R B

T W

/ W

D O

M E

18" CPPPDW @ 1.92%

18" CPPPDW @ 5.01%

10-YEAR HGL

ELEV=210.10

10-YEAR HGL

ELEV=207.04

FINISH GRADE

ABOVE PROPOSED

STORMDRAIN

47786.023 7/29/2025

1" = 20'

STORM PLAN &

PROFILE (1 OF 2)

9.0

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

R T, L O

) 7

-6

O N

E C

O F

O R

T C

O P

H , L

O U

N A

04/17/25

-2 2-

C O

N C

C H

A 6+

SCALE IN FEET

10 20 40

LEGEND:

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

DETAILS, AND OTHER INFORMATION.

2. ALL MANHOLES, WATER VALVES, AND OTHER UTILITY APPURTENANCES

LOCATED WITHIN THE PAVED AREA SHALL BE RAISED FLUSH WITH PROPOSED

GRADE.

3. ALL CURBING INDICATED ON PLAN TO BE 6" BARRIER ALONG STREET EXCEPT

AT DRIVEWAYS WHERE CURBING IS SHOWN. SEE PLAN OF DRIVEWAY ON

SHEET 10.

NOTES:

CAUTION!!!

EXISTING OVERHEAD ELECTRIC LINES AND EXISTING

UNDERGROUND UTILITIES IN AREA TO REMAIN.

PROTECT DURING CONSTRUCTION.

C H

A 6+

LEGEND:

PROPOSED CONCRETE PAVEMENT

APPARENT ROW PER CITY GIS

EXISTING OVERHEAD POWER LINES

EXISTING POWER POLE

P P

EXISTING FIRE HYDRANT

EXISTING FIBER OPTICS

EXISTING GUY WIRE

EXISTING STORM PIPE

EXISTING WATER METER

EXISTING WATER LINE

EXISTING WASTE WATER LINE

EXISTING SEWER MANHOLE

WWWW

EXISTI…

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