IFB 26-041 A.C. Steere Tennis Court Upgrade (Re-Bid)
| Agency: | City of Shreveport |
|---|---|
| State: | Louisiana |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Aug 4, 2026 |
| Due Date: | Sep 1, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
IFB 26-041 A.C. Steere Tennis Court Upgrade (Re-Bid)
It shall be the responder's responsibility to make inquiry as to the addenda issued.
Attachment Preview
SHEET NO.
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INDEX TO SHEETS
DESCRIPTION
TITLE SHEET AND GENERAL NOTES
DEMOLITION PLAN
SITE PLAN
SPORTS COURT PLAN
CONCRETE DETAILS
PRACTICE WALL AND SIDEWALK DETAILS
CITY OF SHREVEPORT, CADDO PARISH, LOUISIANA
PUBLIC ASSEMBLY AND RECREATION DEPARTMENT
PLANS FOR PROPOSED PROJECT
TOTAL : 6 SHEETS
1. CONTRACTOR MUST HAVE ALL UTILITY OWNERS FIELD-LOCATE THEIR EQUIPMENT AND
FACILITIES PRIOR TO CONSTRUCTION. THE CITY OF SHREVEPORT AND THE ENGINEER ASSUME
NO LIABILITY FOR DISCREPANCIES BETWEEN UTILITY LINES SHOWN ON THE PLANS AND THEIR
ACTUAL LOCATION. CONTRACTOR MUST CALL LOUISIANA ONE CALL AT 811 AND UTILITY
COMPANY.
2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND
THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION
OF THE LOCATION OF ALL UNDERGROUND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE
PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LOCATED PRIOR
TO EXCAVATION, GRADING, OR CONSTRUCTION.
3. THE CONTRACTOR SHALL PERSONALLY INSPECT THE PREMISES TO DETERMINE THE
CONDITIONS UNDER WHICH THE WORK IS TO BE DONE AND THE KIND AND AMOUNT OF
MATERIALS TO BE REMOVED. THE CONTRACTOR WILL ACCEPT THE PREMISES AS FOUND.
4. CONTRACTOR SHALL THOROUGHLY REVIEW ALL PLANS AND SPECIFICATIONS, SHALL
PREPARE DETAILED MATERIAL QUANTITIES AND COSTS ACCORDINGLY BEFORE SUBMITTING
HIS BID. ANY WORK, CONSTRUCTION MATERIALS, FITTINGS, AND APPURTENANCES REQUIRED
BY THE PLANS AND SPECIFICATIONS AND NOT OTHERWISE IDENTIFIED AS A PAY ITEM OR A
MATERIAL TAKE-OFF ITEM, SHALL BE DEEMED INCIDENTAL TO CONSTRUCTION AND SHALL BE
PERFORMED, SUPPLIED AND INSTALLED AT NO ADDITIONAL PAY.
5. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED TO PROTECT THE EXISTING
PARK GROUNDS, PARKING AREA, STREETS, SIDEWALKS, CURBS, ETC. FROM DAMAGE.
6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS WHICH MAY BE REQUIRED FOR
THIS PROJECT.
7. CONTRACTOR MUST USE BEST MANAGEMENT PRACTICES TO CONTAIN STORM WATER
RUNOFF FROM THE CONSTRUCTION SITE. EROSION CONTROL PROTECTION BARRIERS (SILT
FENCES, HAY BALES, CHECK DAMS, SILTING BASINS, OR A COMBINATION THEREOF) MUST
COMPLY WITH EPA AND LOUISIANA DEQ STORM WATER REGULATIONS AND MUST BE
INSTALLED PRIOR TO REMOVAL OF VEGETATION AND EXCAVATION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO AN
EQUAL OR BETTER CONDITION THAN THE EXISTING GROUND COVER PRIOR TO
CONSTRUCTION. THE LAWN PLANTING SHALL BE REPLACED (IN KIND) WITH SOD AND WILL BE
PAID UPON ESTABLISHMENT OF AN ADEQUATE STAND OF PERMANENT GROUND COVER.
LANDSCAPE TREES AND SHRUBS AND ORNAMENTAL BUSHES DISTURBED WITHIN THE
CONSTRUCTION AREA SHALL BE REPLACED IN KIND AT NO DIRECT PAY.
9. CONCRETE PAVEMENT AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST EXISTING
JOINT LINES. IF THE NEAREST SIDEWALK JOINT IS A SCORED JOINT, A SAW CUT SHALL BE
REQUIRED AT THE JOINT TO INSURE A CLEAN BREAK, AND AT NO DIRECT PAY.
10. TEMPORARY SAFETY FENCING SHALL BE ERECTED AS NEEDED AT NO DIRECT PAY.
PERIMETER FENCING SHALL BE MAINTAINED TO THE GREATEST EXTENT PRACTICABLE TO
MAINTAIN SECURITY OF THE AREA AT NO DIRECT PAY.
A. C. STEERE PARK
SPORTS COURT RE-BID
MAY 14, 2026
SPORTS COURT
LOCATION
LAYOUT MAP
NOT TO SCALE
PROJECT AREA
VICINITY MAP
NOT TO SCALE
TOM ARCENEAUX
MAYOR
CITY COUNCIL:
DISTRICT A - TABATHA TAYLOR
DISTRICT B - GARY BROOKS
DISTRICT C - JIM TALIAFERRO
DISTRICT D - GRAYSON BOUCHER
DISTRICT E - DR. ALAN JACKSON, JR.
DISTRICT F - JAMES GREEN
DISTRICT G - URSULA BOWMAN
SHELLY RAGLE
DIRECTOR OF PUBLIC ASSEMBLY AND RECREATION
RUSSELL DELANCY, A.I.A.
CITY ARCHITECT
SUBMITTED BY:
MARK E. OWEN, P.E.
OWEN ENGINEERING, LLC.
DATE
SCHEDULE OF REVISIONS
RECOMMENDED DATE REVISION
DATE
APPROVED
TYPE OF CONSTRUCTION :
POST-TENSIONED CONCRETE RECREATIONAL SPORTS COURT
NOTE :
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE
CONSTRUCTION PLANS AND TECHNICAL SPECIFICATIONS,
DATED MAY 14, 2026
CONTRACTOR TO CALL LOUISIANA ONE-CALL AT 811 AND DOWAS
AT 318-673-7600 FOR LOCATION OF UNDERGROUND UTILITIES
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
MAY 14, 2026
THESE DRAWINGS DO NOT
INCLUDE NECESSARY
COMPONENTS FOR
CONSTRUCTION SAFETY.
COPYRIGHT NOTICE:
THIS
ENGINEERING DRAWING SHALL BE
USED ONLY PURSUANT TO
AGREEMENT WITH OWEN
ENGINEERING, LLC. NO OTHER
USE
DISSEMINATION
OR
DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT
OF
OWEN
ENGINEERING, LLC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
1 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY.
6
EXIST. LIGHT POLE
REMOVE AND DISPOSE
OF APPROX. 90 SY
EXISTING CONCRETE
SIDEWALK
CONC. PAD
W/BENCHES
EXIST. PARKING AREA
(ASPH/CONC)
10' C.L.FENCE
REMOVE AND DISPOSE OF
APPROXIMATELY 1,140 SY EXISTING
CONCRETE TENNIS COURT
EXIST. WOOD
PRACTICE WALL
REMOVE BENCHES AND
STORE FOR
RE-INSTALLATION
FOLLOWING CONSTRUCTION
5'
SPACING
(TYP.)
EXIST. TREE
EXIST. TREE
CANOPY
CONTRACTOR TO PROTECT
TREE DURING CONSTRUCTION
10' C.L.FENCE
(VERIFY)
CONTRACTOR TO PROTECT SWING
SET DURING CONSTRUCTION
METAL SWING SET
REMOVE AND DISPOSE OF
EXISTING WOOD PRACTICE WALL
POSTS, FOOTING, FRAMING, &
SUPPORTS
EXISTING CONCRETE
TENNIS COURT
REMOVE AND DISPOSE OF
EXISTING STEEL POSTS,
NETS, AND RELATED
APPURTENANCES
(VERIFY)
A. C. S T E E R E
PARK
(12.24 ACRES)
REMOVE AND DISPOSE OF EXISTING FENCE POSTS,
RAILS, GATE, AND HARDWARE.
REMOVE AND STOCKPILE EXISTING FENCE FABRIC.
EXISTING FENCE FABRIC TO BE RE-INSTALLED ON
NEW POSTS WITH NEW HARDWARE (INCLUDING NEW
RAILS AND TIES) FOLLOWING CONCRETE COURT
CONSTRUCTION. SEE SHEET 3.
RIGHT-OF-WAY
EXIST. 36" RCP
CONC. CURB
PRES(6T0'OR/NW) ST.
APPROX. LOCATION EXISTING 8"
WATER (CITY RECORDS NOTE MAIN
IS 8' FROM R/W)
1. CONTRACTOR MUST HAVE ALL UTILITY OWNERS FIELD-LOCATE THEIR
EQUIPMENT AND FACILITIES PRIOR TO CONSTRUCTION. THE CITY OF
SHREVEPORT AND THE ENGINEER ASSUME NO LIABILITY FOR
DISCREPANCIES BETWEEN UTILITY LINES SHOWN ON THE PLANS AND THEIR
ACTUAL LOCATION. CONTRACTOR MUST CALL LOUISIANA ONE CALL AT 811
OR UTILITY COMPANY. REFER TO GENERAL NOTES, SHEET 1.
2. CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS OF EXISTING
SPORTS COURT AND APPURTENANCES. CONFLICTS OR DISCREPANCIES
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
3. A TOPOGRAPHIC SURVEY IS NOT AVAILABLE. CONTRACTOR SHALL
INSPECT PREMISES AND VERIFY EXISTING TOPOGRAPHIC FEATURES AND
ACCEPT PROJECT OR PROVIDE TOPOGRAPHIC SURVEY AT CONTRACTOR'S
EXPENSE.
4. THIS MAP DOES NOT REPRESENT A PROPERTY BOUNDARY SURVEY
AS DEFINED IN THE STANDARDS OF PRACTICE FOR BOUNDARY SURVEYS
FOR THE STATE OF LOUISIANA.
5. NO TITLE OR PUBLIC RECORD SEARCH WAS PERFORMED FOR THIS
SURVEY. THERE IS NO REPRESENTATION THAT ALL APPLICABLE
SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON.
6. EXISTING IMPROVEMENTS USE AN ASSUMED DATA PLANE AND ARE NOT
UPON THE STATE PLANE NOR THE NORTH AMERICAN VERTICAL DATUM OF
1988.
7. OWEN ENGINEERING, LLC IS NOT RESPONSIBLE FOR ANY WETLANDS
DELINEATION OR DETERMINATION, ENVIRONMENTAL SITE ASSESSMENT
OR SUBSURFACE CONDITIONS FOR THIS TRACT.
8. OWEN ENGINEERING, LLC DOES NOT MAKE ANY GUARANTEE THAT
ALL UNDERGROUND UTILITIES ARE SHOWN. BEFORE EXCAVATION,
CONTACT LOUISIANA ONE CALL AT 811.
1. DEMOLITION MAY ENCOUNTER BURIED FOUNDATIONS, OLD FILLS, OR
OTHER PAST SITE IMPROVEMENTS WHICH SHOULD BE INVESTIGATED AND
POSSIBLY REMOVED BEFORE NEW CONSTRUCTION. FORMER UTILITY
LINES AND UTILITY BACKFILLS, WHERE PRESENT, SHOULD BE REMOVED
FROM BENEATH NEW COURT AND RESULTING EXCAVATIONS SHOULD BE
PROPERLY BACKFILLED.
2. ROOTS ENCOUNTERED SHOULD BE EXCAVATED SUCH THAT REMAINING
ROOTS MEASURE 1 INCH DIAMETER OR LESS.
3. SPORTS COURT FOOTPRINT AND 5 FEET BEYOND SHALL BE EXCAVATED
SUCH THAT A MINIMUM OF 12 INCHES OF STRUCTURAL FILL WILL BE
PLACED UNDER COURT SLAB AND FOOTINGS. SEE SPORTS COURT PLAN
AND DETAILS.
4. NEW SIDEWALK AREA SHALL BE EXCAVATED TO BOTTOM OF PROPOSED
BASE. SUBGRADE SOILS SHALL BE PROOFROLLED AND AREAS OF SOFT OR
OTHERWISE UNSUITABLE MATERIALS SHALL BE UNDERCUT AND REPLACED
WITH NEW STRUCTURAL FILL OR SUITABLE ON SITE MATERIALS. SEE
CONCRETE DETAILS.
MAY 14, 2026
THESE DRAWINGS DO NOT
INCLUDE NECESSARY
COMPONENTS FOR
CONSTRUCTION SAFETY.
COPYRIGHT NOTICE:
THIS
ENGINEERING DRAWING SHALL BE
USED ONLY PURSUANT TO
AGREEMENT WITH OWEN
ENGINEERING, LLC. NO OTHER
USE
DISSEMINATION
OR
DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT
OF
OWEN
ENGINEERING, LLC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
2 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY.
6
EXIST. LIGHT POLE
EXIST. PARKING AREA
(ASPH/CONC)
REQ'D. 26'-8" LONG x 10'-0"
TALL CMU PRACTICE WALL
(SEE SHEET 6 FOR DETAIL)
MATCH EXISTING
GRADE AT TIE-IN TO
EXISTING SIDEWALK
(MATCH
EXISTING)
6.00'
WALKWAY
CROSS-SLOPE TO
NOT EXCEED 1:48
NEW 10' FENCE
NEW 3' FENCE
CONSTRUCT APPROX. 92 SY ~ 5"
THICK, 6' WIDE CONC. SIDEWALK
TOEPLCEOV.N+C1.0"
REQ'D. 65 LF ~ 10' FENCE
24'
REQ'D. 25 LF ~ 10' FENCE
6.00'
35.00'
SLOPE SPORTS COURT
UNIFORMLY @ 0.8%
WALKWAY LONGITUDINAL
AND CROSS-SLOPE TO
NOT EXCEED 1:48 IN
VIEWING AREA
WALKWAY
LONGITUDINAL SLOPE
TO NOT EXCEED 5%
R=6'
8.00'
6.00'
R=6' 8.00'
12.45' 5.00'
PROPOSED NEW 108' WIDE x 122' LONG
SPORTS COURT
REQ'D. 4' WIDE
OPENING (NO GATE),
CENTERED ON
ENTRY WALK
REQ'D. 98 LF ~ 3' FENCE
SLOPE SPORTS COURT
UNIFORMLY @ 0.8%
MATCH EXISTING
GRADE AT TIE-IN TO
EXISTING SIDEWALK
5'
SPACING
(TYP.)
EXIST. TREE
6.00'
(MATCH
EXISTING)
36.50'
NEW 3' FENCE
NEW 10' FENCE
CONTRACTOR TO
PROTECT TREE
DURING
CONSTRUCTION
EXIST. TREE
CANOPY
CONTRACTOR TO
PROTECT SWING
SET DURING
CONSTRUCTION
TOEPLCEOV.N+C1.0"
SIDEWALK LEGEND:
SAWN CONTRACTION JOINT
EXPANSION JOINT
REQ'D. 102 LF ~ 10' FENCE
REQ'D. 116 LF ~ 10' FENCE
SLOPE SPORTS COURT
UNIFORMLY @ 0.8%
108.00'
METAL SWING SET
SET ELEVATION OF NEW
COURT APPROXIMATELY 2"
ABOVE NATURAL GRADE -
EAST SIDE (VERIFY IN FIELD)
TOP CONC. ELEV. +0"
122.00'
SET ELEVATION OF NEW
COURT APPROXIMATELY 2"
ABOVE NATURAL GRADE -
EAST SIDE (VERIFY IN FIELD)
TOP CONC. ELEV. +0"
RIGHT-OF-WAY
EXIST. 36" RCP
CONC. CURB
PRES(6T0'OR/NW) ST.
APPROX. LOCATION EXISTING 8"
WATER (CITY RECORDS NOTE MAIN
IS 8' FROM R/W)
1. CONTRACTOR MUST HAVE ALL UTILITY OWNERS FIELD-LOCATE THEIR
EQUIPMENT AND FACILITIES PRIOR TO CONSTRUCTION. THE CITY OF
SHREVEPORT AND THE ENGINEER ASSUME NO LIABILITY FOR
DISCREPANCIES BETWEEN UTILITY LINES SHOWN ON THE PLANS AND THEIR
ACTUAL LOCATION. CONTRACTOR MUST CALL LOUISIANA ONE CALL AT 811
OR UTILITY COMPANY. REFER TO GENERAL NOTES, SHEET 1.
2. CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS OF EXISTING
SPORTS COURT AND APPURTENANCES. CONFLICTS OR DISCREPANCIES
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
3. CONTRACTOR TO FURNISH AND INSTALL NEW 3' TALL POSTS, TIES,
HARDWARE, TOP AND BOTTOM RAILS, AND RELATED APPURTENANCES
ALONG WEST EDGE OF COURT. EXISTING CHAIN-LINK FENCE FABRIC IN
GOOD CONDITION MAY BE USED. ANY ADDITIONAL CHAIN-LINK FENCE
FABRIC REQUIRED SHALL BE FURNISHED AND INSTALLED AT NO DIRECT
PAY.
3' FENCE QUANTITIES: APPROX. 98 LF (WEST SIDE)
4. CONTRACTOR TO FURNISH AND INSTALL NEW 10' TALL POSTS, TIES,
HARDWARE, TOP, BOTTOM, AND MID RAILS, AND RELATED
APPURTENANCES ALONG NORTH, SOUTH, AND EAST EDGE OF COURTS.
EXISTING CHAIN-LINK FENCE FABRIC MAY BE USED. ANY ADDITIONAL
CHAIN-LINK FENCE FABRIC REQUIRED SHALL BE FURNISHED AND
INSTALLED AT NO DIRECT PAY.
10' FENCE QUANTITIES: APPROX. 90 LF (NORTH SIDE)
APPROX. 116 LF (SOUTH SIDE)
APPROX. 102 LF (EAST SIDE)
5. CONTRACTOR TO GRADE DISTURBED AREAS TO DRAIN AT A GENTLE
SLOPE AND PROVIDE 4" TOPSOIL AND WHOLE BLOCK SOD TO MATCH
EXISTING GRASS IN ALL DISTURBED AREAS.
MAY 14, 2026
THESE DRAWINGS DO NOT
INCLUDE NECESSARY
COMPONENTS FOR
CONSTRUCTION SAFETY.
COPYRIGHT NOTICE:
THIS
ENGINEERING DRAWING SHALL BE
USED ONLY PURSUANT TO
AGREEMENT WITH OWEN
ENGINEERING, LLC. NO OTHER
USE
DISSEMINATION
OR
DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT
OF
OWEN
ENGINEERING, LLC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
3 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY.
6
RECONSTRUCT EXISTING FENCE
AND GATES - USE EXISTING
FABRIC (SEE DETAILS, SHEET 5)
108' - 0"
38 SPCS @ 2'-8" EACH = 101' - 4"
10.00'
18.00'
14.00'
15.00'
14.00'
10.00'
20.00'
10.00'
10.00'
18.00'
12.00'
44.00'
78.00'
44.00'
36.00'
FURNISH AND INSTALL NET POSTS
AND FOOTINGS (TYP. SIX REQ'D.) -
SEE DETAIL, SHEET 5
1. CONTRACTOR MUST HAVE ALL UTILITY OWNERS FIELD-LOCATE THEIR EQUIPMENT AND FACILITIES
PRIOR TO CONSTRUCTION. THE CITY OF SHREVEPORT AND THE ENGINEER ASSUME NO LIABILITY FOR
DISCREPANCIES BETWEEN UTILITY LINES SHOWN ON THE PLANS AND THEIR ACTUAL LOCATION.
CONTRACTOR MUST CALL "LOUISIANA ONE CALL" AT 811 OR UTILITY COMPANY. CONTRACTOR SHALL
FIELD VERIFY ACTUAL DIMENSIONS OF EXISTING COURTS. CONFLICTS OR DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
22.00'
16.00'
39.00'
REQ'D. METAL -
FORMED CONTROL
JOINT (SEE DETAIL,
SHEET 5)
1. POST-TENSIONING STRANDS SHALL BE 1/2" DIAMETER, 7 WIRE STRAND, LOW RELAXATION, CONFORMING
TO ASTM A 416, WITH A YIELD STRENGTH OF 270 KSI. TENDONS SHALL BE UNBONDED, GREASED, AND
SHEATHED IN PLASTIC.
2. ALL TEARS IN SHEATHING SHALL BE REPAIRED PRIOR TO PLACING CONCRETE.
3. SLIGHT DEVIATIONS IN THE SPACING OF THE SLAB TENDONS WILL BE PERMITTED, WHERE REQUIRED, TO
AVOID INSERTS, SLEEVES, AND POSTS. A MINIMUM CLEARANCE OF 3" IS REQUIRED AROUND OPENINGS.
4. MINIMUM CONCRETE COVER OVER ANCHORAGE ASSEMBLIES SHALL BE 1-1/2".
5. TENDONS SHALL BE STRESSED IN TWO STAGES. REFER TO STRAND ELONGATION CHART.
a. BETWEEN 24 AND 36 HOURS AFTER PLACING CONCRETE, STRESS TENDONS TO 9 KSI. CONCRETE
STRENGTH AT THIS FIRST STAGE MUST BE 1,500 PSI MINIMUM.
b. STRESS TENDONS TO FINAL EFFECTIVE FORCE OF 27 KSI WHEN CONCRETE STRENGTH HAS
REACHED 2,500 PSI MINIMUM. THIS STRENGTH MUST BE VERIFIED BY TEST CYLINDERS.
6. THE EFFECTIVE FORCE SHALL APPLY AT THE POINT ALONG THE TENDON CALCULATED TO HAVE THE LEAST
FORCE (GREATEST CUMULATIVE LOSSES). FORCE AVERAGING IS NOT PERMITTED.
7. TENDONS SHALL BE SECURED TO A SUFFICIENT NUMBER OF POSITIONING DEVICES TO ENSURE CORRECT
LOCATION DURING AND AFTER THE PLACEMENT OF CONCRETE AND SHALL BE SUPPORTED AT A MAXIMUM OF
48" ON CENTER.
8. NOTIFY ENGINEER A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF INTENT TO TENSION CABLES.
STRESSING OPERATIONS SHALL BE OBSERVED BY TESTING LABORATORY. TESTING LABORATORY FEES TO
BE PAID BY OWNER. A RECORD OF ALL STRESSING FORCES AND FIELD-MEASURED ELONGATIONS SHALL BE
SUBMITTED TO THE ENGINEER. FIELD READINGS OF ELONGATIONS AND STRESSING FORCES SHALL NOT
VARY BY MORE THAN 7 PERCENT FROM CALCULATED VALUES.
9. TENDONS SHALL NOT BE CUT OFF UNTIL ALL TENDONS HAVE BEEN SATISFACTORILY STRESSED AND THE
ELONGATION RECORDS APPROVED. AVOID OVERHEATING ANCHORS WHEN CUTTING TENDONS. SEAL
TENDON END WITH CAP CONTAINING CORROSION-INHIBITING COMPOUND AND THEN FILL STRESSING
POCKETS WITH NON-SHRINK GROUT.
SLAB LENGTH
108' - 0"
122' - 0"
STRAND ELONGATION CHART
TOTAL STRAND ELONGATION (INCHES)
STAGE
FORCE
MINIMUM
TARGET
MAXIMUM
FIRST STRESSING
9 KSI
2-1/2"
2-3/4"
3"
SECOND STRESSING
27 KSI
7-3/4"
8-5/8"
9-1/2"
FIRST STRESSING
9 KSI
2-3/4"
3"
3-1/4"
SECOND STRESSING
27 KSI
8-1/2"
9-1/2"
10-1/2"
1. CONCRETE SHALL BE CITY OF SHREVEPORT CLASS A, 4,000 PSI / 28-DAY COMPRESSIVE STRENGTH.
COARSE AGGREGATE SHALL BE GRADE A.
2. CONCRETE SHALL BE SCREEDED TO STRAIGHT PROFILE USING 60' LONG (MIN.) HIGHWAY
STRAIGHTEDGE ON FIXED SCREEDS.
3. CONCRETE SHALL BE FINISHED WITH A MEDIUM BROOM FINISH SUITABLE FOR APPLICATION OF
SPORTS COURT SURFACING. CONTRACTOR SHALL VERIFY FINISH REQUIREMENTS WITH SPORTS
COURT SURFACE COAT MANUFACTURER AND INSTALLER.
4. CONTRACTOR SHALL PROTECT SURFACE TO MINIMIZE SURFACE CRACKING A MINIMUM OF 7 DAYS
FOLLOWING PLACEMENT.
CONTRACTOR TO CLEAN, ETCH, AND COAT COURT WITH PRIME COAT FOLLOWED BY
APPLICATION OF ACRYLIC SURFACER. COURT SHALL THEN BE COATED WITH TWO (2) COATS OF
COLOR CONCENTRATE FOLLOWED BY STRIPING WITH TWO (2) COATS OF TEXTURED LINE PAINT.
COLOR TO BE SELECTED BY SPAR OFFICIALS. REFER TO TECHNICAL SPECIFICATIONS.
MAY 14, 2026
THESE DRAWINGS DO NOT
INCLUDE NECESSARY
COMPONENTS FOR
CONSTRUCTION SAFETY.
COPYRIGHT NOTICE:
THIS
ENGINEERING DRAWING SHALL BE
USED ONLY PURSUANT TO
AGREEMENT WITH OWEN
ENGINEERING, LLC. NO OTHER
USE
DISSEMINATION
OR
DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT
OF
OWEN
ENGINEERING, LLC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
4 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY.
6
GENERAL NOTES
1. CONTRACTOR SHALL FURNISH AND INSTALL TWO (2) 10 MIL VAPOR RETARDERS UNDER
SPORTS COURT CONCRETE AS SHOWN ON DETAILS. VAPOR RETARDER SHEETS SHALL BE
INSTALLED OVER LEVEL COMPACTED 2" CLEAN CUSHION SAND LAYER. USE 6" WIDE JOINT
LAPS AND CONTINUOUSLY SEAL LAPS WITH DUCT TAPE. SEAL CAREFULLY AROUND ALL
PIPES, CONDUITS, ETC. WHICH PENETRATE THE SLAB. SEAL ALL TEARS AND PUNCTURES
PRIOR TO PLACING CONCRETE.
2. PREPARE SUBGRADE IN ACCORDANCE WITH THE FOLLOWING GENERAL SUMMARY
BELOW:
a. STRIP AND REMOVE ALL ORGANIC MATERIAL, LOOSE MATERIAL, AND
DELETERIOUS MATTER AS REQUIRED TO A DEPTH OF 11" MINIMUM BELOW
FINISH COURT GRADE AND 5 FEET MINIMUM BEYOND COURT EDGE.
RE-SET EXISTING FENCE
POSTS AND FILL VOID
WITH NON-SHRINK
GROUT
PROVIDE THREE (3) #4
REBAR CONTINUOUS
ALONG PERIMETER
REQ'D. WHOLE BLOCK
SOD AND 4" TOPSOIL IN
ALL DISTURBED AREAS
b. UNDERCUT TO AN ELEVATION OF SIX INCHES MINIMUM BELOW THE BOTTOM
OF THE FOOTINGS. PROVIDE DRAINAGE OF EXPOSED SUBGRADE BY SLOPING
GRADES AND DITCHING. EXTEND UNDERCUT FIVE (5) FEET BEYOND EDGE OF
COURT. SCARIFY AND COMPACT EXPOSED SUBGRADE AFTER A SUITABLE
PERIOD OF DRY WEATHER TO INSURE MOISTURE CONTENT IS CLOSE TO
OPTIMUM. COMPACT USING A MINIMUM OF FIVE (5) PASSES OF A HEAVY
VIBRATORY COMPACTOR. MITIGATE ANY SOFT SOILS ENCOUNTERED BY
REMOVING AND REPLACING WITH STRUCTURAL SELECT FILL.
BACKFILL WITH SELECT
STRUCTURAL FILL (SEE NOTES)
1/2" EXP. JT. MATERIAL
WRAP
NEW 3' FENCE POST
FORM VOID WITH 6"
DIA. REMOVABLE
CYLINDER
SLAB STRANDS
SEE PLAN FOR
TENDON SPACING
1/2" DIA. P/T STRAND
FURNISH AND INSTALL NEW 2-7/8" OD NET
ANCHOR POSTS WITH MECHANICAL NET
TENSIONING DEVISES (SIX REQUIRED - SEE
TECHNICAL SPECIFICTIONS - SUBMITTALS REQ'D.)
5" THICK CONCRETE
10 MIL POLYETHYLENE
VAPOR RETARDER
1/2" EXP. JT. MATERIAL
WRAP
EXISTING CONCRETE COURT TO
BE REMOVED AND DISPOSED OF
4:1 SLOPE (TYP.)
2" CLEAN SAND LEVELING
COURSE (SEE NOTES)
4" CRUSHED STONE BASE
COURSE (SEE NOTES)
SCARIFIED AND COMPACTED
SUBGRADE (SEE NOTES)
6" INSITU MATERIAL OR SELECT
STRUCTURAL FILL (SEE NOTES)
TYPICAL SECTION AT NEW 3' FENCE POSTS
SET POST IN NON-SHRINK GROUT
POST SLEEVE (SEE
SPECIFICATIONS)
5" THICK CONCRETE (TENDONS
NOT SHOWN FOR CLARITY)
SEE TYPICAL SECTION
TROWEL TOP OF FOOTING
SMOOTH AND EXTEND DOUBLE
LAYER OF VAPOR RETARDERS
OVER FOOTING TO BREAK BOND
PROVIDE SIX (6) #5s VERT. W/#3
TIES AT 10" O.C. VERT.
c. REPAIR SOFT SPOTS IN SUBGRADE WITH SELECT STRUCTURAL FILL
CONSISTING OF IMPORTED LEAN CLAY OR CLAYEY SAND WITH A LIQUID LIMIT
NO GREATER THAN 45, A PLASTICITY INDEX BETWEEN 15 AND 25, AND NO MORE
THAN 60% FINER THAN THE 200 MESH SIEVE. COMPACT FILL TO 95% OF
STANDARD PROCTOR DRY DENSITY (ASTM D-1557) WITHIN +/-2% OF OPTIMUM
MOISTURE IN 6" MAX. LIFTS.
d. FILL TO 2" BELOW BOTTOM OF CONCRETE COURT ELEVATION WITH 4"
CRUSHED STONE BASE COURSE. CRUSHED STONE BASE COURSE SHALL
CONSIST OF DURABLE PARTICLES OF STONE MIXED WITH APPROVED SOIL
BINDER MATERIAL MEETING THE FOLLOWING SPECIFICATIONS:
PASS 1-1/2" SIEVE: 100%
PASS 1" SIEVE: 90-100%
PASS 3/4" SIEVE: 70-100%
PASS #4 SIEVE: 35-65%
PASS #40 SIEVE: 12-32%
PASS #200 SIEVE: <5%
SEE TYPICAL SECTION
1/2" EXP. JT. MATERIAL
WRAP
NEW 10' FENCE POSTS
FORM VOID WITH 6"
DIA. REMOVABLE
CYLINDER
5" THICK CONCRETE
10 MIL POLYETHYLENE
VAPOR RETARDER
NET POST SLEEVE
FURNISH AND INSTALL STRAP ANCHOR
(THREE REQUIRED - SEE TECHNICAL
SPECIFICATIONS - SUBMITTAL REQUIRED)
1/2" EXP. JT. MATERIAL
WRAP
AS REQ'D. BY
MANUFACTURER
SET STRAP ANCHOR IN
NON-SHRINK GROUT
POST SLEEVE (SEE
SPECIFICATIONS)
5" THICK CONCRETE (TENDONS
NOT SHOWN FOR CLARITY)
10 MIL POLYETHYLENE
VAPOR RETARDER
MATERIAL PASSING THE NO. 40 SIEVE SHALL BE KNOWN AS "SOIL BINDER" AND
SHALL HAVE A LIQUID LIMIT LESS THAN 25 AND A PLASTICITY INDEX LESS THAN
5. CRUSHED CONCRETE IS NOT ACCEPTABLE. COMPACT TO 95% STANDARD
PROCTOR WITHIN -2% TO +2% OPTIMUM MOISTURE.
e. FILL TO BOTTOM OF CONCRETE COURT GRADE WITH 2" CLEAN SAND WITH A
PLASTICITY INDEX OF 8 OR LESS, DAMPENED AND COMPACTED PRIOR TO
CONCRETE PLACEMENT.
CAST-IN-PLACE CONCRETE
1. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE, SHREVEPORT CLASS
A, MIN. 4,000 psi COMPRESSIVE STRENGTH AT 28 DAYS. SIDEWALK MAY BE
SHREVEPORT CLASS B, 3,600 psi COMPRESSIVE STRENGTH AT 28 DAYS - SEE
TECHNICAL SPECIFICATIONS.
SEE TYPICAL SECTION
TROWEL TOP OF FENCE POST
FOOTING SMOOTH AND EXTEND
DOUBLE LAYER OF VAPOR
RETARDERS OVER FOOTING TO
BREAK BOND
THREE (3) #4 REBAR
CONTINUOUS ALONG
PERIMETER
AS REQ'D. BY
MANUFACTURER
AS REQ'D. BY
MANUFACTURER
SEE TYPICAL SECTION
TROWEL TOP OF FOOTING
SMOOTH AND EXTEND DOUBLE
LAYER OF VAPOR RETARDERS
OVER FOOTING TO BREAK BOND
CENTER STRAP ANCHOR DETAIL
2. CAST-IN-PLACE CONCRETE SHALL STRICTLY ADHERE TO THE PROPORTIONS
ESTABLISHED IN DESIGN MIXES, CONSISTING OF THE ACTUAL MATERIALS TO
BE USED DURING CONSTRUCTION. DESIGN MIXES SHALL BE PREPARED AND
SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO USE. MIX DESIGN
PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 211 / 301 / 318,
3. REINFORCED CONCRETE SHALL CONFORM TO ACI 318, LATEST EDITION.
4. REINFORCING BARS SHALL BE ASTM A 615 GRADE 60, EXCEPT TIES AND
STIRRUPS MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A-185 AND SHALL BE SUPPLIED IN FLAT SHEETS. LAP FABRIC 2 MESHES AS
SPLICES.
5. PROVIDE CORNER BARS IN CONC. STEM WALLS OR GRADE BEAMS AS DETAILED.
6. REQUIRED CONCRETE COVER FOR REINFORCING BARS:
DEPOSITED AGAINST EARTH: 3"
EXPOSED TO WEATHER OR EARTH AFTER FORMS REMOVED: 1-1/2".
7. CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION, SIZES, AND
CORRECTNESS OF ALL OPENINGS, DEPRESSIONS, AND EMBEDMENTS PRIOR TO
PLACING CONCRETE. NO OPENINGS SHALL BE PERMITTED THROUGH BEAMS
UNLESS DETAILED OR APPROVED BY THE ENGINEER.
8. AS SOON AS FORMS ARE REMOVED, UNDESIRABLE FINS AND OTHER
PROJECTIONS SHALL BE REMOVED, OFFSETS LEVELED, AND VOID OR
DAMAGED PLACES IMMEDIATELY SATURATED WITH WATER AND
PREPARED WITH MORTAR OF THE SAME COMPOSITION AS USED IN THE
MIX. EXPOSED SURFACES SHALL BE RUBBED WITH CARBORUNDUM
STONE TO A SMOOTH FINISH FREE FROM FORM MARKS OR
HONEYCOMBS IMMEDIATELY AFTER FORMS ARE REMOVED.
9. TESTING LABORATORY SERVICES FOR QUALITY CONTROL OF CAST-IN-PLACE
CONCRETE SHALL BE PROVIDED BY THE OWNER. TESTING SERVICES SHALL
INCLUDE PREPARATION AND TESTING OF CONCRETE COMPRESSION CYLINDERS
AND SLUMP TESTS AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
10. PLACE CONCRETE CONTINOUSLY, WITHOUT INTERRUPTION, IN SUCH A
MANNER AS NOT TO CAUSE SEGREGATION, VIBRATING EACH LIFT. USE CHUTES
OR TREMIE FOR PLACING CONCRETE WHERE A DROP OF MORE THAN 5' IS
REQUIRED, OR PUMP CONCRETE INTO PLACE.
TYPICAL SECTION AT NEW 10' FENCE POSTS
PROVIDE #4s TOP &
BOTTOM AT CORNERS
AS SHOWN
1/2" TOOLED JOINT WITH
POLYURETHANE SEALANT
(DOW CORNING 888 OR EQUAL)
1/2" DIA. P/T STRAND
SEE PLAN FOR
TENDON SPACING
5" THICK CONCRETE
CORNER BAR DETAILS
10 MIL POLYETHYLENE
VAPOR RETARDER
GALV. METAL KEYED CONTROL
JOINT FORM - HOLD DOWN
BELOW TOOLED JOINT
SEE TYPICAL SECTION
TENDONS CONTINUE THROUGH
CONTROL JOINT
CONTROL JOINT DETAIL
MAY 14, 2026
THESE DRAWINGS DO NOT
INCLUDE NECESSARY
COMPONENTS FOR
CONSTRUCTION SAFETY.
COPYRIGHT NOTICE:
THIS
ENGINEERING DRAWING SHALL BE
USED ONLY PURSUANT TO
AGREEMENT WITH OWEN
ENGINEERING, LLC. NO OTHER
USE
DISSEMINATION
OR
DUPLICATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT
OF
OWEN
ENGINEERING, LLC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY
SPECIFICALLY RESERVED.
5 IF SHEET IS LESS THAN (22"x34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY.
6
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See Also
Follow Barataria Bay Waterway, Maintenance Dredging (Non-Continuous) Bayou Rigaud, Jefferson Parish, Louisiana (ED-25-008)
DEPT OF DEFENSE
Follow Building 6 Concrete Work Active Contract Opportunity Notice ID 1232SA26Q1425 Related Notice
AGRICULTURE, DEPARTMENT OF
Due by 9/23/2026
Bid Number Description Date Issued Bid Open Date/Time 3000026670 DOTD Bridge Grid Deck(S51)
State Government of Louisiana
Due by 9/23/2026
Bid Number: SEALED BID 26-6983 Bid Title: CONTRACT TO FURNISH AND INSTALL FLOORING
City of Kenner
Due by 10/14/2026
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