Plans.pdf

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505 TRAVIS STREET

SHREVEPORT, LA 71101

www.shreveportla.gov

401 MARKET STREET, SUITE 650

SHREVEPORT, LA 71101

TEL. 318-716-6129

www.halff.com

AVO: 047786.028 DATE: July 2025 1.0

PREPARED BY:OWNER/CLIENT:

Know what'sbelow.

before you dig.Call

R

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.

CITY OF SHREVEPORT

DEPARTMENT OF PUBLIC WORKS

CONSTRUCTION PLANS FOR

PROJECT No. D11001

SHREVEPORT, LOUISIANA

JULY 2025

100 % FINAL PLANS

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, PE

VICINITY MAP

SCALE: NTS

PROJECT

SITE

HALFF

401 MARKET STREET, SUITE 650

SHREVEPORT, LA 71101

CONTACT: JARED BOOGAERTS

EMAIL: JBOOGAERTS@HALFF.COM

TEL: 318-716-6129

FIRM/ BUSINESS NO.: 312 STATE: LA

ENGINEER TYPE OF CONSTRUCTION

DRAINAGE IMPROVEMENTS TO

THE EXISTING STORMWATER

DRAINAGE SYSTEM.

REPLACEMENT OF CATCH BASINS,

REPLACEMENT OF EXISTING CMP

PIPING.

DATUM

HORIZONTAL: NAD83 LA STATE

PLANE/NORTH ZONE/US FOOT

VERTICAL: NAVD88

SHEET INDEX

SHEET NO. DESCRIPTION

1.0 COVER SHEET

2.0 GENERAL NOTES

3.0 SUMMARY OF QUANTITIES

4.0 PROJECT LAYOUT

5.0 DEMO PLAN

6.0 STORM WATER PLAN AND PROFILE

7.0 EROSION CONTROL PLAN

8.0 DETAILS

8.1 DETAILS

8.2 DETAILS

8.3 DETAILS

8.4 DETAILS

SCI-PORT RIVER FRONT

DRAINAGE IMPROVEMENTS

PROJECT SITE

RED RIVER

CLYDE FANT PKW

Y

I-20

LAKE ST

COMMERCE ST

COTTON ST

CROCKETT S

T

SCALE: 1" = 500'

LAYOUT MAP

TOTAL SHEETS = 12

NOTES:

CITY OF SHREVEPORT STANDARD SPECIFICATIONS

FOR INFRASTRUCTURE IMPROVEMENTS, 2015

SHALL GOVERN THIS PROJECT.

SHEET TITLE

047786.028 7/7/25

NONE

-- GENERAL NOTES

2.0

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

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401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

GENERAL NOTES

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

CONSTRUCTION TO COORDINATE WORK.

2. 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.

3. 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.

4. CONTRACTOR SHALL MAKE A VIDEO RECORDING OR DETAILED PHOTOGRAPHIC

DOCUMENTATION OF THE PRE-CONSTRUCTION CONDITIONS OF THE ENTIRE PROJECT

LIMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND SHALL MAKE A COPY

AVAILABLE TO THE CITY.

5. CONTRACTOR IS TO PREVENT ANY PROPERTY DAMAGE TO PROPERTY OWNERS' POLES,

FENCES, SHRUBS, MAILBOXES, ETC., UNLESS DESIGNATED AS A REMOVAL ITEM IN THE

PLANS. SHRUBBERY AND LANDSCAPE FEATURES ARE TO BE REMOVED WITHIN THE

RIGHT-OF-WAY ONLY TO THE LIMITS NECESSARY FOR CONSTRUCTION. SHRUBBERY AND

LANDSCAPE FEATURES ARE TO BE REPLACED TO THE APPROXIMATE SIZE, TYPE, AND

NUMBER AS PRE-CONSTRUCTION CONDITIONS.

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. THE CONTRACTOR SHALL PROVIDE PROPER BARRICADES AND SIGNAGE, AND MAINTAIN

TRAFFIC FLOW IN ACCORDANCE WITH THE M.U.T.C.D. AND ANY OTHER APPLICABLE

REGULATIONS.

9. CONTRACTOR SHALL REMOVE FROM SITE AND DISPOSE OF ALL EXCESS EXCAVATION

MATERIAL, CONCRETE PAVING, STORM DRAIN PIPE, AND OTHER CONSTRUCTION DEBRIS, IN

ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT MANUAL AT NO DIRECT PAY.

10. 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.

11. PROJECT CONSTRUCTION SHALL REMAIN WITHIN THE PUBLIC DESIGNATED PROJECT AREA.

ANY ENCROACHMENT OUTSIDE THESE LIMITS WILL BE THE CONTRACTOR'S LIABILITY.

12. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE CONDITIONS ON ADJACENT

ROADWAYS AND ROAD SHOULDERS, AND SHALL TAKE IMMEDIATE ACTION TO REMOVE

DEBRIS, MUD, EXCESS CONSTRUCTION WATER, AND ANY OTHER UNSAFE ITEMS FROM THE

AREA. FAILURE TO COMPLY MAY RESULT IN THE CITY CLEANING UP AND THE RESULTING

COSTS BEING SUBTRACTED FROM THE CONTRACT.

13. 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.

14. 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.

15. 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.

16. 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.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL PRECAUTIONS TO PROTECT

EXISTING TREES AND SHRUBBERY OUTSIDE THE LIMITS OF CONSTRUCTION.

18. 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.

19. CONSTRUCTION DEWATERING, IF ANY, IS INCIDENTAL TO THE PROJECT BID ITEMS. SEE

GEOTECHNICAL REPORT "PROJECT DRGEOES 24042G", PERFORMED BY DAVE RAMBARAN,

DATED OCTOBER 28, 2024, AND INCLUDED IN PROJECT MANUAL FOR SCI-PORT DRAINAGE

IMPROVEMENTS.

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 OCTOBER 28, 2024, AND INCLUDED IN PROJECT MANUAL FOR SCI-PORT DRAINAGE IMPROVEMENTS.

23. ANY RUTTING, OR DAMAGE TO YARDS CAUSED BY CONTRACTOR'S EQUIPMENT OR

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

24. CONTRACTOR SHALL PROVIDE CONSTRUCTION LAYOUT.

25. CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF CONSTRUCTION DRAWINGS

APPROPRIATELY MARKED UP TO REFLECT ACTUAL "AS-BUILT" CONDITIONS (INCLUDING

ELEVATIONS, DIMENSIONS, LOCATIONS, ETC.) AT PROJECT COMPLETION.

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

PROJECT BIDDING NOTES

27. 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

28. 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.

29. A COPY OF THE NOTICE OF INTENT (NOI) AND A COPY OF THE SWPPP MUST BE KEPT AND

MAINTAINED ON THE CONSTRUCTION SITE.

30. STABILIZATION MEASURES SHALL BE PROVIDED AND MAINTAINED BY A QUALIFIED

CONTRACTOR EXPERIENCED IN PROVIDING SAID FACILITIES AND SERVICES.

31. STABILIZATION MEASURES SHALL BE INITIATED ON DISTURBED AREAS AS SOON AS

PRACTICAL, BUT NO MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED,

UNLESS ACTIVITIES ARE TO RESUME WITHIN 21 DAYS.

32. CONTRACTOR SHALL INSPECT STABILIZATION MEASURES AT A MINIMUM OF ONCE EVERY 7

DAYS, AND WITHIN 24 HOURS AFTER ANY RAINSTORM EVENT GREATER THAN 0.5 INCHES.

REPAIRS AND INADEQUACIES REVEALED BY THE INSPECTION SHALL BE IMPLEMENTED

WITHIN 7 CALENDAR DAYS FOLLOWING INSPECTION.

33. DURING DRAINAGE SYSTEM CONSTRUCTION, ALL CULVERTS AND INLETS SHALL BE

PROTECTED FROM SILT AND SOIL DEPOSITS BY USE OF INLET PROTECTION.

34. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO USE WHATEVER METHODS AND/OR MEANS

ARE REQUIRED TO CONTROL AND LIMIT THE AMOUNTS OF SILT AND SEDIMENT THAT ARE

ALLOWED TO LEAVE THE CONSTRUCTION SITE, INCLUDING LIMITING THE AMOUNT OF SOIL

TRACKED OFFSITE BY CONSTRUCTION VEHICLES. THE CONTRACTOR SHALL PROTECT

PUBLIC STREETS, WALKS, ALLEYS, STREAMS, STORM DRAINAGE SYSTEMS, AND INLETS

FROM SOIL DEPOSITS.

35. CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES

TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER

POLLUTANTS TO STORMWATER. APPROPRIATE PRACTICES INCLUDE:

A) DESIGNATION OF AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR.

B) COLLECTION OF WASTES ON A REGULAR BASIS.

C) CONVENIENT LOCATION OF WASTE RECEPTACLES.

D) DESIGNATION AND CONTROL OF EQUIPMENT WASH DOWN AREAS.

38. IT IS ANTICIPATED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL BE

ASSOCIATED WITH THE CONSTRUCTION WORK AT THE SITE. EACH OF THE FOLLOWING

DISCHARGES IS AUTHORIZED BY THE NPDES CONSTRUCTION GENERAL PERMIT:

A) FIRE HYDRANT FLUSHING

B) WATER USED FOR DUST CONTROL

C) POTABLE WATER SOURCES

D) UNCONTAMINATED GROUNDWATER

E) CONSTRUCTION WATER

39. 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.

40. THE CONTRACTOR IS RESPONSIBLE FOR PERMANENT TURF ESTABLISHMENT, AND SHALL

RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN THE EXISTING

ESTABLISHED GROUND COVER. SHRUBS AND ORNAMENTAL BUSHES DISTURBED DURING

CONSTRUCTION SHALL BE REPLACED IN-KIND AT NO DIRECT PAY. CONTRACTOR IS

RESPONSIBLE FOR PERIODIC WATERING AND MAINTENANCE TO ASSURE ROOT

ESTABLISHMENT AND PROGRESSIVE GROWTH.

SWPP (IF REQUIRED)

41. CONTRACTOR SHALL CONFORM ACTIVITIES TO THE SWPPP AS SPECIFIED, INCLUDING

INSTALLING, MAINTAINING, AND REMOVING POLLUTION CONTROLS, CONDUCTING AND

DOCUMENTING INSPECTIONS OF POLLUTION CONTROLS, SPRINKLING FOR DUST CONTROL,

MAINTAINING SPILL RESPONSE EQUIPMENT ON-SITE, AND "GOOD HOUSEKEEPING".

POLLUTION CONTROLS INCLUDE SILT FENCES, STABILIZED CONSTRUCTION ENTRANCE,

ESTABLISHING GRASS, AND SPRINKLING FOR DUST CONTROL.

42. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE IDENTIFIED IN THE CONTRACTOR'S

STORMWATER POLLUTION PREVENTION PLAN (SWPPP).

43. AN INSPECTION REPORT SUMMARIZING ALL INSPECTION ACTIVITIES RELATED TO THE

SWPPP SHALL BE RETAINED AND MADE A PART OF THE PLAN.

44. CONTRACTOR SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE OF DESIGN,

CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE PLAN, OR WHEN THE INITIAL PLAN

BECOMES INEFFECTIVE.

DRAINAGE

45. BEDDING OF ALL STORM DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH DETAILS

INCLUDED IN THE PLAN SET. MINIMUM 6" DEPTH BEDDING SHALL BE PROVIDED.

46. PIPE SHALL BE IN ACCORDANCE WITH DETAILS INCLUDED IN PLAN SET.

HELICAL PILE

47. BEFORE INSTALLATION OF PILES THE CONTRACTOR SHALL LOCATE THE DEPTHS OF ALL

CONFLICTING UTILITIES

48. ALL PERMITS AND INSPECTION OF HELICAL PILE INSTALLATION SHALL BE PROVIDED BY THE

CONTRACTOR AT NO DIRECT PAY.

SHEET TITLE

047786.028 7/7/25

NONE

SUMMARY OF

QUANTITIES

3.0

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

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401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

FM

1+00

2+00

3+

4+

5+00

5+31

TBM #3

N53°43'36"E 60.66'

BEGIN CONSTRUCTION

CONNECT TO EXISTING

STORM DRAIN

STA 1+77.88

N:734690.2079 E:2898253.4093

END ALIGNMENT

END CONSTRUCTION

CONNECT TO EXISTING

OUTFALL

STA 5+31.13

N:734976.1045 E:2898235.7141

GRAVEL LOT

BEGIN ALIGNMENT

STA 1+00.00

N:734646.6036 E:2898188.9044

CONCRETE DRIVE

AS

PH

AL

T

W

AL

KW

AY

LAKE STREET

SCI-PORT

CLY

DE FA

NT M

EMORIA

L P

KW

Y

RED R

IVER

WATER'S

EDGE

TBM #1

TBM #2

BOREHOLE #2

BOREHOLE #1

RECOMMENDED

50 FT X 25 FT

STAGING AREA

RECOMMENDED

10 FT X 10 FT

CONCRETE

WASHOUT

(IF NEEDED)

SEE SHEET

7.0 FOR

DETAILS

N53°43'36"E 60.66'

N33 °21

'36 "W

0.7

8'

N24°04'57"E 91.05'

554 LF OF PEDESTRIAN FENCE

8 162

SCALE IN FEET

10 20 40

SHEET TITLE

047786.028 7/7/25 1" = 20'

-- PROJECT LAYOUT

4.0

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

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401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

LEGEND:

BENCHMARK BOREHOLE

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

(LA. REG. NO. 5203)

2. WORK AREAS SHOWN AS A SUGGESTION CONTRACTOR CAN USE THESE OR

SUBMIT ALTERNATIVE LOCATIONS FOR APPROVAL. CONTRACTOR SHALL

CONSIDER ALL IMPLICATIONS IN CONNECTIONS WITH THE ROAD CLOSURES,

DRIVEWAY CLOSURES, DETOURS, AND BUSINESS OPERATIONS

3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AND LOCAL TRAFFIC

AT ALL TIMES, AS IS PRACTICAL FOR CONSTRUCTION

4. REFERENCE GEOTECHNICAL REPORT DATED OCTOBER 28, 2024 BY DAVE

RAMBARAN GEOSCIENCES, LLC.

NOTES:

EXISTING STORM PIPE

SURVEY CONTROL

DESCRIPTION

13.5" IRON ROD

CONTROL

POINT

TBM#1

NORTHING

734815.773

EASTING

2898313.349

ELEVATION

161.093

13.5" IRON RODTBM #2 734543.351 2898318.927 170.555

13.5" IRON RODTBM #3 734484.939 2898210.946 169.822

STAGING & SPOILS AREA CONCRETE WASHOUT

// // // PEDESTRIAN FENCE

PROPOSED STORM PIPE

W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

WW

WW

WW

WW

WW

WW

WW

FM

W W

W W

W W

REMOVE EXISTING

CB-10

REMOVE EXISTING CB-11

BACKFILL EXCAVATED PIPE TRENCH

WITH NATIVE MATERIAL AND SELECT FILL

AS NEEDED TO MATCH EXISTING GRADE

REMOVE AND REPLACE 27

SY ASPHALT SIDEWALK

RESURFACE AND RESTORE

2179 SY GRAVEL PARKING LOT.

SEE DETAIL.

REMOVE AND REPLACE 12

SY CONCRETE SIDEWALK

REMOVE 144LF OF 48" CMP

REMOVE 58 LF OF 42" CMP

PROTECT AND RETAIN

EXISTING 30" CORRUGATED METAL PIPE

WATER'S

EDGE

PROTECT AND RETAIN

EXISTING 42"CMP

SAWCUT 16 LF OF

ASPHALT SIDEWALK

SAWCUT 16 LF OF

CONCRETE SIDEWALK

RED R

IVER

CLY

DE F

ANT M

EMORIA

L P

KW

Y

SCI-PORT

RECONNECT

EXISTING PIPE

TO PROPOSED

JUNCTION BOX

SHEET TITLE

047786.028 7/7/25 1" = 20'

DEMO PLAN

5.0

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

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-1 -D

EM

O

-0

6.

8.

dw g

D

AT

E:

J ul y

7, 5, T

IM

E:

:0

PM

, U

SE

R

: a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SCALE IN FEET

10 20 40

LEGEND:

EXISTING STORM PIPE

WW EXISTING WASTEWATER PIPE

LEGEND:

STORM DRAIN

REMOVAL

1. NOTE. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

2. COMPACT ALL BACKFILL TO COMPLY WITH PROJECT SPECIFICATIONS.

NOTES:

REMOVE AND REPLACE

ASPHALT SIDEWALK

RESURFACE AND RESTORE

GRAVEL PARKING LOT

REMOVE AND REPLACE

CONCRETE SIDEWALK

UGE UNDERGROUND ELECTRIC

FO FO FIBER OPTIC

PARKING RESURFACE DETAIL

SCALE: N/A

NEW GRAVEL LAYER 1.5" MIN.

GRAVEL TO BE RECOMPACTED

AFTER NEW LAYER IS INSTALLED

EXISTING CONCRETE

W W

W W

W W

W W

W W

W W

WW

WW

WW

WW

WW

W W

1+00

2+00

3+

4+

5+00

5+31

APROX. STA 1+77.88 SD-A

PROPOSED 7'X7'

JUNCTION BOX

W/ MANHOLE COVER

RIM ELEV = 162.19

EXISTING 42" CMP FL = 151.45

EXISTING 30" CMP FL = 152.45

PROPOSED 48" CPPPDW FL = 150.95

STA 2+40.57 SD-A

PROPOSED 7'X7'

TYPE B GRATE INLET

RIM ELEV = 159.97

WINDOW FL = 158.97

PROPOSED 48" CPPPDW FL = 150.70

PROPOSED 48" CPPPDW FL = 150.66

STA 5+31.13 SD-A

TIE INTO

EXISTING

OUTFALL

STRUCTURE

48" FL = 147.50

SEE DETAIL ON

SHEET 8.2

57 LF 48" CPPPDW

@ 0.45%

188 LF 48" CPPPDW

@ 0.46%

92 LF 48" DUCTILE IRON PIPE

@ 2.42%

1+00

2+00

3+

4+

5+00

5+31

EXISTING OUTFALL

FL: 146.36

CONTRACTOR TO

PROTECT CONCRETE

STRUCTURE

SURVEY LIMITS

SURVEY LIMITS

INSTALL (10) HELICAL PILES

15' O.C. @ PIPE JOINTS

SEE SHEET 8.4FOR DETAILS

HELICAL PILE PIPE

BRIDGE W/ 48" DUCTILE

IRON PIPE CLASS 350,

W/ FLEX RING JOINT

RE-GRADE AREA AROUND

GRATE INLET TO DRAIN

STA 4+34.90 SD-A

PROPOSED 8' X 8'

JUNCTION BOX W/

GRATE INLET

RIM ELEV = 161.95

48" CPPPDW FL = 149.79

48" DUCTILE IRONFL = 149.79

RE-GRADE AREA AROUND

GRATE INLET TO DRAIN

WATER'S

EDGE

SD-A

PROPOSED 48" CPPPDW

@ 0.45% PROPOSED 48" CPPPDW

@ 0.46%

FL

8"

.9

(O U

T, N

E)

FL

2"

.4

(IN

, S W

FL

0"

.4

(IN

, S

ST

A

2+

.5

SD

-A

IN

ST

AL

L:

PR

O

PO

SE

D

'X 7'

TY

PE

B G

R

AT

E

IN

LE

T

ST

A

1+

.8

SD

-A

IN

ST

AL

L:

PR

O

PO

SE

D

'X 7'

JU

N

C

TI

O N

B O

X W

/ M

AN

H O

LE

C

O

VE

R

ST

A

4+

.5

SD

-A

IN

ST

AL

L:

PR

O

PO

SE

D

'X 8'

JU

N

C

TI

O N

B O

X W

/ G R

AT

E

IN

LE

T

FL

8"

.7

(IN

, S

W

FL

8"

.6

(O U

T, N

W

FL

8"

.8

(IN

, S

E)

FL

8"

.7

(O

U T, N E)

EG

=1

.9

FL

EG

=1

.2

FL

EG

=1

.1

FL

=1

.8

EG

=1

.0

FL

=1

.6

EG

=1

.7

FL

=1

.4

EG

=1

.2

FL

=1

.1

EG

=1

.3

FL

=1

.9

EG

=1

.7

FL

=1

.4

EG

=1

.5

FL

=1

.2

0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50

FL

8"

.5

(IN

, S

W

ST

A

5+

.1

SD

-A

EX

IS

TI

N

G O

U

TF

AL

L

ST

R

U C

TU

R

E

48" DUCTILE IRON PIPE@ 2.42%

EXISTING GROUND *EXISTING GROUND

*EXISTING GROUND

PROPOSED GRADE

AROUND INLET

HELICAL PILES @

15' O.C. UNDER

PIPE JOINTS

SCALE IN FEET

10 20 40

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-1

-1 -S

TR

M

-P

LP

R -0

6.

8.

dw g D

AT

E:

J ul y 7, 5, T

IM

E:

:0

PM

, U

SE

R : a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SHEET TITLE

047786.028 7/7/25 1" = 20'

STORMWATER PLAN

PLAN AND PROFILE

6.0

LEGEND:

EXISTING STORM PIPE

PROPOSED CPPPDW

PIPE

LIMITS OF CONSTRUCTION

SURVEY LIMITS

NOTES:

EXISTING CONTOUR

1. NOTE. CONTRACTOR TO FIELD VERIFY LOCATIONS

OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2. NOTE. CONTRACTOR TO PROTECT ALL TREES,

MAILBOXES, AND LANDSCAPING NEXT TO

PROPOSED PIPELINE.

3. *EXISTING GROUND DATA OUTSIDE OF SURVEY

AREA BASED ON DEM DATA

HORIZONTAL SCALE: 1"=20'

VERTICAL SCALE: 1"=4'

PROPOSED DUCTILE IRON

PIPE

X X

X X

X X

X X

X X

CLY

DE E

FA

NT M

EMORIA

L P

KW

Y

RED R

IVER

2+00

3+00

4+00

5+00

5+31

156 154

±60 LF SILT

FENCE

± 248 LF SILT FENCE

CONTRACTOR TO

PROTECT

CONCRETE

STRUCTURE

835 SY SOD LAWN

214 SY SOD LAWN

SHEET TITLE

047786.028 7/7/25 1" = 20'

EROSION

CONTROL PLAN

7.0

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-1

-1 -E

R C

N -0

6.

8.

dw g D

AT

E:

J ul y 7, 5, T

IM

E:

:0

PM

, U

SE

R : a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SCALE IN FEET

10 20 40

EXISTING CONTOUR

EXISTING STORM PIPE TO BE REMOVED

LIMITS OF SURVEY

SILT FENCING

LEGEND:

XXX

FLOW ARROW

1. CONTRACTOR TO REMOVE AND REPLACE ANY DAMAGED PAVEMENT IN THE

STAGING AND SPOILS AREA AFTER CONSTRUCTION.

NOTES:

WATER'S

EDGE

CONCRETE WASHOUT AREA

Not to Scale

BERM AROUND PERIMETER

(COMPACTED EMBANKMENT

MATERIAL, TYP.

SECTION A-A

NOTES:

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

SITE.

2. VEHICLE TRACKING CONTROL IS REQUIRED AT CONCRETE WASHOUT ENTRANCE IF ACCESS TO

CONCRETE WASHOUT AREA IS OFF PAVEMENT.

3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND/OR ENLARGED AS NECESSARY TO

MAINTAIN CAPACITY OR WASTE CONCRETE.

4. WASTE MATERIAL FROM CONCRETE WASHOUT OPERATIONS MUST BE REMOVED AND LEGALLY

DISPOSED OF WHEN IT HAS ACCUMULATED TWO-THIRDS OF THE WET STORAGE CAPACITY OF

THE STRUCTURE.

5. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND

LEGALLY DISPOSED OF AT AN APPROVED WASTE SITE.

6. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED

AND MULCHED OR OTHERWISE STABILIZED.

EXISTING GROUND

SIGN

IMPERMEABLE PLASTIC LINER

SHALL BE PLACED ALONG

BOTTOM OF WASH-OUT.

AA

8'X8' MIN. OR AS REQUIRED TO

CONTAIN CONCRETE WASH

12" 2'-0"

MIN.

PLAN

MIDDLE AND VERTICAL WIRES

SHALL BE 12 GAUGE MIN.

FILTER FABRIC

WIRE BACKING

COMPACTED FILL

DIRECTION OF FLOW

10' MAX. WITH WIRE BACKING

6' MAX. WITHOUT WIRE BACKING

TOP AND BOTTOM STRAND

SHALL BE 10 GAUGE MIN.

9'

6'

SILT FENCE

Not to Scale

26" 9"

EXTENSION OF FABRIC INTO TRENCH

2'-0" STEEL O

R

W O

O D

EN

PO

ST

FILTER FABRIC

LEGEND:

BLOCK SODDING

JUNCTION BOX NOTES

1. ALL CORNERS TO BE CHAMFERED 3/4".

2. RUBBED FINISH REQUIRED ON EXPOSED SURFACES.

3. REINFORCED CONCRETE SHALL BE CLASS "A" CONCRETE (3800 PSI - 28 DAYS).

PORTLAND CEMENT SHALL CONFORM TO AASHTO DESIGNATION M-85. REINFORCED

BARS SHALL CONFORM TO ASTM DESIGNATION A-615 (GRADE 40).

4. STEEL IN FRAME AND COVER TO CONFORM TO ASTM DESIGNATION A-36 AS

AMENDED TO DATE, AND SHALL BE GALVANIZED AFTER FABRICATION. GALVANIZING

TO CONFORM TO ASTM A-123

5. STEEL MESH TO CONFORM TO ASTM A-185.

6. BACKFILL TO BE COMPACTED AT LEAST 95% DENSITY (STANDARD EFFORT).

7. INLET MAY BE CONSTRUCTED AS SINGLE UNIT OR IN MULTIPLES OF 2 AND 3 UNITS

USING THE CONNECTING BEAM.

8. THE MINIMUM DISTANCE FROM THE TOP OF A PIPE ENTERING OR LEAVING THE INLET

BOX SHALL BE 2'-6". FOR PIPE UNDER PAVEMENT (FRONT OF INLET BOX) AND 2' FOR

SIDES AND BACK OF THE INLET BOX.

9. STORM SEWER PIPE SHOULD BE INSTALLED BEFORE INTAKE SIDEWALL

CONSTRUCTION IS STARTED. SIDEWALLS SHOULD BE CONSTRUCTED AS INDICATED

WITH OPENINGS FOR STORM SEWER SMOOTHLY SHAPED AND NO INLET PIPES

PROJECTING UNNECESSARILY INTO WALL. OUTLET PIPE SHALL NOT PROJECT

BEYOND INSIDE FACE OF SIDEWALL.

10. ALL REINFORCING STEEL SHALL BE 1-1/2" CLEAR OF CONCRETE SURFACE UNLESS

OTHERWISE NOTED.

11. REINFORCING STEEL SHALL BE BENT AROUND PIPE OPENING WHEN POSSIBLE. IF

STEEL IS CUT, A DIAGONAL BAR SHALL BE USED TO TIE ALL CUT END TOGETHER.

12. EXPANSION JOINT DETAIL AND DOWEL PLACEMENT SAME AS THAT SHOWN

APPROPRIATE PAVEMENT. AND CURB STANDARD PLANS.

13. A CONCRETE FILLET SHALL BE PLACED IN THE BOTTOM OF THE INTAKE

APPROXIMATELY AS INDICATED OR DIRECTED BY THE CITY ENGINEER. SPECIAL

SHAPING OF THIS FILLET IS REQUIRED TO PROVIDE A SMOOTH CHANNEL THROUGH

THE INLET BOX. TOP SURFACE OF THE FILLET SHALL SLOPE APPROXIMATELY 1 INCH

PER FOOT TOWARD THE CHANNEL.

14. NO SCALE, FOLLOW DIMENSIONS.

PLAN OF REINFORCING IN TOP

NOT TO SCALE

MACHINED BEARING SURFACE

X

FRAME TOP VIEW

FRAME SECTION "X-X"

DETAILS OF C.I. COVER SEAT

X

VULCAN V-1866 FRAME OR APPROVED EQUAL

NOT TO SCALE

1'-11 1/2" 2'-1"

1/8"

3"

6"

1'-10" 2'-0"

2'- 1 1/4"

5' -0

" M

IN

N O

.4 B

AR

S

AT

" O .C

. M

AX

5'-0" MIN

NO. 4 BARS AT 8" O.C. MAX.

AA

JUNCTION BOX PLAN

NOT TO SCALE

6" MIN.

DIA. OF PIPE + 1'-0"

(4'-0" MIN.)

5'-0"

5' -0

D

IA

. O F

PI

PE

'-0

(4

0" M

IN

6" 6"

6" 6"

JUNCTION BOX SECTION "A-A"

NOT TO SCALE

5' - 0"

DIA. OF PIPE + 1'-0"

(4' MIN.)

6" 6"

VA

R

IA

BL

E

6" M

IN

6"

M

IN

. O U

TS

ID

E O

F R

O

AD

W

AY

3" M

IN

8"

NO. 4 BARS AT 8"

O.C. 15" SPLICE

WHERE REQUIRED

GRATE COVER

WHEN STRUCTURE

IN ROADWAY SLAB

GRATE INLET

JUNCTION BOX

SCALE: N.T.S

GRATE COVER

SCALE: N.T.S

SOLID COVER

SCALE: N.T.S

X

FRAME TOP VIEW

FRAME SECTION "X-X"

DETAILS OF C.I. COVER SEAT

X

VULCAN V-1866 FRAME OR APPROVED EQUAL

NOT TO SCALE

1'-11 1/2" 2'-1"

1/8"

3"

6"

1'-10" 2'-0"

2'- 1 1/4"

SOLID COVER

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-2

-1 -D

TL

S-

.0

.d w g

D

AT

E:

J ul y

7, 5, T

IM

E:

:0

PM

, U

SE

R

: a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SHEET TITLE

047786.028 7/7/25

NONE

MT

JG

MT DETAILS

8.0

" M

IN

D

EP

TH

24"

4'-0' MIN.

VARIABLE PIPE

6" 6"2'-0" 2'-0"

VARIABLE

VA

R

IA

BL

E

VA

R

IA

BL

E 2'

-0

2' -0

VA

R

IA

BL

E

PI

PE

4' -0

" M

IN

6"

6"

A

PLAN

NOTES:

1. ALL CORNERS TO BE CHAMFERED 3/4".

2. RUBBED FINISH REQUIRED ON EXPOSED SURFACES.

3. R.C. CATCH BASIN SHALL CONFORM TO A.A.S.H.O. DESIGNATION M-85 CLASS A

CONCRETE (3800 P.S.I. - 28 DAYS) PORTLAND CEMENT.

4. 24' ROUND C.I. FRAME AND LID BITUMINOUS COATED.

5. REINFORCED BARS SHALL CONFORM TO A.S.T.M. DESIGNATION A-6 15 (GRADE

40).

6. STEEL MESH TO CONFORM TO A.S.T.M. A-185.

7. GRATES TO BE CENTERED.

8. BACKFILL TO BE COMPACTED TO 95% DENSITY.

A

6" M

IN

(SEE GRATE DETAIL

SEE SHT C8.0)

SECTION AA

VARIABLE PIPE

16.67%16.67%

DEFORMED STEEL BAR

2" MINIMUM

REINFORCEMENT IN BOX #4 BARS

@ 8" O.C., EACH WAY

WHERE APPLICABLE 4' CONC.

APRON REINFORCED WITH WIRE MESH

NUMBER OF OPENINGS = 4

6"

VA

R

IA

BL

E

PI

PE

9' M

IN

VA

R

IE

S

6"

2' 6"

VARIES

6"4' MIN 2'

VA

R

IA

BL

E

PI

PE

VARIES VARIES2'

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-2

-1 -D

TL

S-

.0

.d w g

D

AT

E:

J ul y

7, 5, T

IM

E:

:0

PM

, U

SE

R

: a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

GRATE INLET TYPE "B"

SCALE: N.T.S

SHEET TITLE

047786.028 7/7/25

NONE

MT

JG

MT DETAILS

8.1

INSTALLATION VIEW

DETAILED CONNECTION VIEW

FILL VOID SPACE

WITH ACCEPTABLE

GROUT MATERIAL

STAINLESS STEEL

TAKE-UP CLAMP

(2 ~ PLACES)

DUAL WALL PIPE 48"

ENSURE BACKFILL IS

PLACED UNDER PIPE AND

PROPERLY COMPACTED

ALL THE WAY TO THE

HEADWALL.

VARIES 59"

12"

STRUCTURE WALL

NON-SHRINK

PATCHING

COMPOUND

STAINLESS STEEL TAKE-UP

CLAMP SCREWS WILL BE

PLACED 180° FROM EACH

OTHER

NOTES:

PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST ENSURE

MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA

PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE

PIPE AND MANHOLE.

PIPE SIZE PIPE OD "A" MIN.

HOLE Ø

"B" MIN. DISTANCE FROM PIPE INVERT TO

STRUCTURE INVERT

ADS PRODUCT

CODE

48" 53.6" 59.00" 5.7"

4802PS

(1200mm) (1361mm) (1499mm) (145mm)

TIE-IN PIPE TO EXISTING HEADWALL

SCALE: N.T.S

VARIES

12"-60" WATERSTOP GROUTED MANHOLE CONNECTION

SCALE: N.T.S

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-2

-1 -D

TL

S-

.0

.d w g

D

AT

E:

J ul y

7, 5, T

IM

E:

:0

PM

, U

SE

R

: a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SHEET TITLE

047786.028 7/7/25

NONE

MT

JG

8.2

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IVB MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS.

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A

GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 6" (150mm) FOR 30"-60" (750mm-1500mm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED.

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT

TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OF COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

TABLE 3, MAXIMUM COVER FOR PIPE, ft

FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR

DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS:

NO HYDROSTATIC PRESSURE

UNIT WEIGHT OF SOIL (үs) = 120 PCF

CLASS I CLASS II CLASS III

PIPE DIA COMPACTED 95% 90% 85% 95% 90%

48" 29 20 14 9 14 10 (1200mm) (8.8m) (6.1m) (4.3m) (2.7m) (4.3m) (3.0m)

6"

VA

R

IE

S

NATIVE MATERIAL.

NO VEGETATION.

SELECT FILL

HAUNCH

6" BEDDING

SUITABLE FOUNDATION

48" CPPPDW OR

48"D.I.

SPRINGLINE.

MINIMUM TRENCH WIDTH 80"

TRENCH INSTALLATION DETAIL

SCALE: N.T.S

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

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401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SHEET TITLE

047786.028 7/7/25

NONE

MT

JG

8.3

PIPE SUPPORT DETAIL

SCALE: N.T.S

VA

R

IE

S

VARIES

BACKFILL TO GRADE

(COMPACTED TO 95%

STANDARD PROCTOR)

EXISTING GRADE

BOTTOM OF EXCAVATION

AGGREGATE BEDDING MATERIAL

(MIN 4' THICK)

HELICAL PILE. PER

GEOTECHNICAL REPORT

AND MANUFACTURER

RECOMMENDATIONS

PIPE SUPPORT BACKFILL DETAIL

SCALE: N.T.S

HELICAL PILE. PER

GEOTECHNICAL REPORT

AND MANUFACTURER

RECOMMENDATIONS

8'x8'x10" REINFORCED

CONCRETE PAD

NO. 4 BARS SPACED @

12' O.C.

10"x10"x3

4" STEEL CAP

48" DUCTILE IRON PIPE

6' 3.5'6'3.5'

REINFORCED CONCRETE PAD DETAIL

SCALE: N.T.S

NO. 4 BARS SPACED @

12" O.C.

8'

8'

10"X10"X3/4" STEEL PILE

CAP

NOTES:

1. HELICAL PILES SHALL BE INSTALLED AT AN APPROXIMATE DEPTH OF 60' OR AT

AN APPROXIMATE DEPTH IN WHICH THE PILE MEETS AN ALLOWABLE

COMPRESSION CAPACITY OF 58 KIPS, AND ULTIMATE CAPACITY OF 112 KIPS

WITH A FACTOR OF SAFETY OF 2.

3"

TYPICAL CONCRETE SIDEWALK SECTION

NTS

PROPOSED 4" PORTLAND CEMENT CONCRETE SIDWALK

PROPOSED 4" SAND BASE COURSE

EXISTING SUBGRADE (SCARIFIED AND COMPACTED 6" DEPTH TO 95% STANDARD

PROCTOR)

1 3

TYPICAL ASPHALT SIDEWALK SECTION

NTS

PROPOSED 2" ASPHALTIC CONCRETE

PROPOSED 6" CRUSHED AGGREGATE BASE COURSE

EXISTING SUBGRADE (SCARIFIED AND COMPACTED 6" DEPTH TO 95% STANDARD

PROCTOR)

1 4

PROPOSED PRIME COAT2

REVISION #

NO. DATE DESCRIPTION

PROJECT NO.:

ISSUED:

SCALE:DESIGNED BY:

DRAWN BY:

CHECKED BY:

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

JARED BOOGAERTS 41026

LA-312

P.E.

LA

FI

LE

N

AM

E:

A

:\4 s\

6\

8\

PW

\C

AD

D \S he et s\ C

-P

LA

N -C

-2

-1 -D

TL

S-

.0

.d w g

D

AT

E:

J ul y

7, 5, T

IM

E:

:0

PM

, U

SE

R

: a h5

401 MARKET ST., SUITE 650

SHREVEPORT, LOUISIANA 71101-6910

TEL (318) 716-6136

SCI-PORT RIVERFRONT

DRAINAGE IMPROVEMENTS

CITY OF SHREVEPORT

CADDO PARISH, LOUISIANA

SHEET TITLE

047786.028 7/7/25

NONE

MT

JG

8.4