24-0828 - TENNIS COURT REHAB_PLANS.pdf
PDF 3 MB Posted
- Attached to
- 13431-20241023101342 Brandon
- Solicitation number
- 3170030703
- Issued by
- Tallahatchie County, Mississippi
About this file
This document contains the plans and specifications for the Tennis Facilities Rehabilitation project for the City of Brandon, Mississippi. The project involves the rehabilitation of tennis and pickleball courts at Shiloh Park and the City Park, including repairs to the post-tension slab, removal and replacement of nets and posts, and resurfacing and restriping of the courts. The work includes 3 tennis court batteries, a 4-court tennis battery, junior tennis courts, and pickleball courts. Contractors are required to visit the site, obtain necessary permits, and coordinate with utility owners prior to commencing work. One tennis court battery and one pickleball court battery must remain available for play throughout construction. The contractor is responsible for safety, site security, cleanup, and restoration of any damages.
The plans provide detailed specifications for the court surfacing system, including surface preparation, patching, filler coats, textured coats, and line paint application. The courts will be resurfaced in blue with green accents. Contractors must comply with all federal, state, and local regulations, as well as provide required testing and certifications. Pricing terms and any set asides are not included in the document.
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Other files
| File | Type | Posted |
|---|---|---|
| 24-1016 BRANDON TENNIS DOCUMENTS AND SPECIFICATIONS.pdf | ||
| 13431-20241023101342 BRANDON.docx | DOCX document |
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© 2024 Microsoft Corporation © 2024 TomTom
DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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R protecting Mississippi's vital flow...one call at a time
VICINITY MAP
1"=1MILE
TENNIS FACILITIES REHABILITATION
CITY OF BRANDON, MS
WEI PROJECT No. 101.2400185.00
CITY OF BRANDON MAYOR:
BUTCH LEE
BOARD OF ALDERMAN:
SHARON WOLMACK, ALDERMAN AT LARGE
JARRAD CRAINE, WARD 1
CHRIS VINSON, WARD 2
HARRY WILLIAMS, WARD 3
LU COKER, WARD 4
DWIGHT MIDDLETON, WARD 5
DAVID FARRIS, WARD 6
APPROVED:
CITY PROJECT MANAGER DATE
APPROVED:
PROJECT ENGINEER DATE
INCLUDED SHEET No. TITLE
P C0.1 COVER
P C0.2 GENERAL NOTES
P
P
P
C1.0 SHILOH PARK: COURT LAYOUT
P
C3.0 CITY PARK: 4-QUART BATTERY LAYOUT
SHEET INDEX
N
COVER SHEET
C0.1
C4.0 CITY PARK: JUNIOR TENNIS COURTS LAYOUT
P
C2.0 CITY PARK: 3-COURT BATTERY LAYOUT
C0.3 SITE MAP COURT LOCATIONS
P C0.4 DETAILS
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SHILOH PARK
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CITY PARK: 3-COURT BATTERY 4-COURT BATTERY JUNIOR TENNIS COURTS
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LAUDERDALE
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KEMPER
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NOXUBEE
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LOWNDES
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MONROE
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ITAWAMBA
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TISHOMINGO
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PRENTISS
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ALCORN
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TIPPAH
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BENTON
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MARSHALL
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DESOTO
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TATE
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TUNICA
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PANOLA
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QUITMAN
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COAHOMA
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BOLIVAR
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SUNFLOWER
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TALLAHATCHIE
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YALOBUSHA
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LAFAYETTE
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UNION
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PONTOTOC
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LEE
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CHICKASAW
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CALHOUN
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GRENADA
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LEFLORE
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CARROLL
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MONTGOMERY
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WEBSTER
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CLAY
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OKTIBBEHA
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CHOCTAW
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ATTALA
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HOLMES
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HUMPHREYS
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SHARKEY
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ISSAQUENA
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YAZOO
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MADISON
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LEAKE
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NESHOBA
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WINSTON
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WASHINGTON
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WARREN
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HINDS
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RANKIN
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SCOTT
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NEWTON
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CLARKE
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JASPER
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SMITH
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SIMPSON
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COPIAH
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JEFFERSON
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FRANKLIN
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ADAMS
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WILKINSON
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AMITE
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LINCOLN
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PIKE
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WALTHALL
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MARION
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LAWRENCE
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JEFFERSON
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COVINGTON
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JONES
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WAYNE
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GREENE
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PERRY
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FORREST
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LAMAR
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PEARL RIVER
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STONE
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GEORGE
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JACKSON
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HARRISON
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HANCOCK
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DAVIS
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LAUDERDALE
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NOXUBEE
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LOWNDES
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MONROE
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ITAWAMBA
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TISHOMINGO
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PRENTISS
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ALCORN
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TIPPAH
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BENTON
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MARSHALL
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DESOTO
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TATE
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TUNICA
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PANOLA
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QUITMAN
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COAHOMA
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BOLIVAR
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SUNFLOWER
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TALLAHATCHIE
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YALOBUSHA
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LAFAYETTE
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UNION
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PONTOTOC
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LEE
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CHICKASAW
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CALHOUN
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GRENADA
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LEFLORE
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CARROLL
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MONTGOMERY
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WEBSTER
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CLAY
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OKTIBBEHA
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CHOCTAW
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ATTALA
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HOLMES
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HUMPHREYS
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SHARKEY
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ISSAQUENA
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YAZOO
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MADISON
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LEAKE
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NESHOBA
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WINSTON
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WASHINGTON
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WARREN
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HINDS
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RANKIN
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SCOTT
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NEWTON
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CLARKE
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JASPER
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SMITH
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SIMPSON
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COPIAH
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CLABORNE
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JEFFERSON
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FRANKLIN
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ADAMS
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WILKINSON
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AMITE
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LINCOLN
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PIKE
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WALTHALL
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MARION
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LAWRENCE
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JEFFERSON
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COVINGTON
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JONES
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WAYNE
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GREENE
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PERRY
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FORREST
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LAMAR
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PEARL RIVER
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STONE
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GEORGE
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JACKSON
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HARRISON
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HANCOCK
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DAVIS
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DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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C0.2
GENERAL NOTES
CALL BEFORE YOU DIG!
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1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS PRIOR TO SUBMITTING A BID. FAILURE TO DO SO WILL NOT RELIEVE A SUCCESSFUL BIDDER OF THEIR OBLIGATION TO FURNISH ALL MATERIALS AND LABOR NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT.
2. THE CONTRACTOR'S BID SHALL BE COMPREHENSIVE AND INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NEEDED TO COMPLETE ALL ASPECTS OF THE PROJECT IN ACCORDANCE WITH THE ENGINEERING PLANS AND SPECIFICATIONS.
3. ANY MODIFICATION TO THE WORK SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL.
4. THE ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF
CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN.
5. WHERE REFERENCE IS MADE TO "NO ADDITIONAL COST TO THE OWNER", "AT THE CONTRACTOR'S EXPENSE", "A SUBSIDIARY OBLIGATION", OR "COST ABSORBED" THROUGHOUT THE PLANS AND SPECIFICATIONS, IT IS UNDERSTOOD THAT THE ADDITIONAL COSTS ARE INCLUDED IN THE BID PRICE FOR THE VARIOUS PROJECT ITEMS.
6. ALL ITEMS OF WORK CALLED FOR IN THE CONSTRUCTION DRAWINGS FOR WHICH NO SPECIFIC PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTOR AS REQUIRED TO COMPLETE THE PROJECT AS DESIGNED AND INTENDED.
THE COST FOR THOSE ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS OR ASSOCIATED ITEMS.
7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS
ACCORDING TO AGENCY INSTRUCTION.
8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL
AGENCIES HAVING JURISDICTION OVER THE WORK.
9. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THEIR ACTIVITIES, WHERE NECESSARY, WITH OTHER
CONTRACTORS AND UTILITY COMPANIES.
10. BEFORE UNDERTAKING EACH PART OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE PLANS AND SPECIFICATIONS, CHECK AND VERIFY PERTINENT FIGURES SHOWN THEREIN, AND COMPLETE ALL APPLICABLE FIELD MEASUREMENTS. IF ANY CONFLICTS, ERRORS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED EITHER ON THE CONSTRUCTION DOCUMENTS OR IN FIELD INSPECTIONS, SHALL BE PROMPTLY REPORTED IN WRITING TO THE ENGINEER BY THE CONTRACTOR AND WRITTEN INTERPRETATION OR CLARIFICATION FROM THE ENGINEER
SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK AFFECTED THEREBY.
11. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE THE LEAST DISTURBANCE AND BE PREPARED TO RESPOND TO
RESIDENTS' AND BUSINESSES' CONCERNS IN A TIMELY AND PROFESSIONAL MANNER.
12. THE CONTRACTOR SHALL CONFINE THEIR ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT PER THE EXISTING
RIGHTS-OF-WAY, PROPERTY LIMITS, AND PERMANENT/TEMPORARY EASEMENTS.
13. THE CONTRACTOR SHALL REFERENCE ALL IRON PINS AND MONUMENTS BEFORE EXCAVATION AT OR NEAR THEM. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCH MARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES, AND
OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.
14. PROPERTY MONUMENTS OR IRON PINS SHALL BE LOCATED PRIOR TO CONSTRUCTION AND EVERY PRACTICAL EFFORT SHALL BE MADE TO PRESERVE INTEGRITY OF SAID MONUMENTS OR IRON PINS. IF ANY IRON PINS OR MONUMENTS ARE DAMAGED OR DESTROYED, THEY SHALL BE ACCURATELY REPLACED BY A MISSISSIPPI REGISTERED SURVEYOR APPROVED BY THE ENGINEER OR THE OWNER. THE COST OF SUCH BE AT THE EXPENSE OF THE CONTRACTOR.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION WITH THE OWNER FOR COMPLETING ALL SAMPLING AND TESTING OF MATERIALS INCORPORATED INTO THE PROJECT AND FOR SUBMISSION OF SAME TO THE OWNER FOR REVIEW. PRIOR USE TEST RESULTS, MANUFACTURER'S CERTIFICATES, OR PROPOSED MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE INCORPORATION INTO THE PROJECT. THE CONTRACTOR SHALL
PROVIDE SAMPLING AND TESTING FOR ALL MATERIALS INCORPORATED INTO THE PROJECT.
16. TESTING CERTIFICATIONS SHALL STATE THAT THE SUBJECT MATERIAL MEETS THE SPECIFIED QUALITY, GRADE, PURITY, CLASS OR WEIGHT, OR THAT THE SUBJECT MATERIAL MEETS OR EXCEEDS THE REQUIREMENT OF THE APPLICABLE ASTM, AASHTO, MDOT, OR REGULATORY AGENCY.
17. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS, INCLUDING EMPLOYEES, AND PROPERTY. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS CONNECTED WITH THE WORK.
18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING THE PROJECT SITE FROM THE GENERAL PUBLIC BOTH DURING AND AFTER WORKING HOURS. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL LIGHTS, SIGNS, FENCES, OR ANY OTHER SAFETY DEVICES TO PREVENT UNAUTHORIZED PERSONNEL FROM HAZARDOUS OR DANGEROUS CONDITIONS ON THE PROJECT SITE. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE VARIOUS ITEMS BID FOR FURNISHING AND
INSTALLING MATERIALS ON THE PROJECT.
19. THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE SAFETY OF THE WORK SITE OR FOR FAILURE BY THE CONTRACTOR TO
PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS.
20. THE CONTRACTOR SHALL CONFORM TO THE LOCAL NOISE PROVISIONS.
21. THE CONTRACTOR SHALL CONTACT MISSISSIPPI 811 (MS811) (811 OR 800.277.6477) A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. NON-MEMBER UTILITIES MUST BE CALLED DIRECTLY. ALL UTILITIES DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN ACCORDANCE WITH AND APPROVAL BY THE AFFECTED
UTILITY AT NO ADDITIONAL COST TO THE OWNER OR THE PROJECT.
22. THE CONTRACTOR SHALL REMOVE ALL DEBRIS, RUBBLE, SPOILS, AND CONSTRUCTION MATERIALS FROM THE ADJACENT STREETS, ALLEYS, SIDEWALKS, AND DRIVES AND LEAVE THE SITE IN A NEAT AND ORDERLY MANNER AT THE END OF EACH DAY. RECEPTACLES SHALL BE PROVIDED TO PROPERLY DISPOSE OF ALL TRASH AND WASTE. IF THE CONSTRUCTION OPERATIONS ENCOUNTER MUDDY CONDITIONS, MUD SHALL NOT BE ALLOWED TO ACCUMULATE IN THE STREETS.
AFFECTED STREETS, ALLEYS, AND/OR DRIVES SHALL BE SWEPT ON A REGULAR BASIS EITHER WITH THE USE OF EQUIPMENT OR BY HAND. THE ACCUMULATED DEBRIS SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER.
23. SIDEWALKS, DRIVES, AND PARKING AREAS ARE TO REMAIN OPEN AT ALL TIMES TO ALLOW ACCESS TO COMMERCIAL
BUSINESSES.
24. WHEN PERFORMING FINAL CLEANUP, THE CONTRACTOR SHALL CLEAN UP ALL MATERIALS AND DEBRIS RESULTING FROM WORK AND DISPOSE OF THEM IN A PROPER AND LEGAL MANNER. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS THAT
EXISTED BEFORE CONSTRUCTION, UNLESS SPECIFIED OTHERWISE WITHIN THESE PLANS.
25. ALL SIGNS, FENCES, DRAINAGE STRUCTURES, OR OTHER PHYSICAL FEATURES DISTURBED OR DAMAGED DURING WORK UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER BY THE CONTRACTOR, AT NO
ADDITIONAL COST TO THE OWNER.
26. NON-RUBBER-TIRED VEHICLES SHALL BE PROHIBITED ON ANY ASPHALT OR CONCRETE STREET. EXCEPTIONS MAY BE GRANTED WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. REQUEST FOR AN EXCEPTION MUST BE MADE IN WRITING AND ANY DAMAGE OCCURRING SHALL BE REPAIRED TO THE SATISFACTION OF AND AT NO ADDITIONAL
COST TO THE OWNER.
27. ALL TREES, WHETHER SHOWN OR NOT ON THE PLANS, ARE TO BE PRESERVED UNLESS CALLED OUT IN THE PLANS TO BE
REMOVED.
28. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT IS THEIR RESPONSIBILITY TO CONTACT THE LOCAL WATER AUTHORITY TO MAKE ARRANGEMENT TO TAKE WATER FROM FIRE HYDRANTS. ALL ARRANGEMENTS SHALL BE MADE BEFORE OPENING ANY FIRE HYDRANT. THE TAKING OF WATER FROM FIRE HYDRANTS WITHOUT AUTHORIZATION WILL RESULT IN THE CONTRACTOR'S PROSECUTION FOR THEFT OF A PUBLIC UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE TO FIRE HYDRANTS CAUSED BY THEIR EMPLOYEE'S ACTIONS.
29. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EACH PRIVATE UTILITY ENCOUNTERED AND COORDINATE ADJUSTMENTS AND/OR UTILITY RELOCATIONS WITH UTILITY OWNERS. ANY DAMAGES DONE TO UTILITIES SHALL BE
REPLACE OR REPAIRED AT THE CONTRACTOR'S EXPENSE.
30. ADJUSTMENT TO PRIVATE UTILITIES TO BE MADE BY OTHERS SHALL BE COORDINATED BY THE CONTRACTOR.
31. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. THE ENGINEER CANNOT AND DOES NOT WARRANT THAT THE INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE THE EXACT LOCATION OF ALL EXISTING UTILITIES DETERMINED BEFORE COMMENCING ANY WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR FIELD
LOCATING ALL EXISTING UTILITIES.
32. IF IT NECESSARY TO SUPPORT ANY UTILITY POLES AND A CHARGE FOR THIS SERVICE IS ASSESSED, IT SHALL BE THE
CONTRACTOR'S SOLE EXPENSE.
33. ALL EQUIPMENT REPAIR AND MAINTENANCE SHALL BE DONE OFFSITE.
34. SANITARY FACILITIES SHALL BE PROVIDED FOR ALL EMPLOYEES.
35. THE CONTRACTOR SHALL NOT PLACE ANY MATERIALS OR EQUIPMENT ON ADJACENT PROPERTY WITHOUT WRITTEN APPROVAL FROM THE OWNER. EQUIPMENT STORAGE AND LAYDOWN YARD LOCATIONS MUST BE APPROVED BY THE
OWNER PRIOR TO ANY WORK BEING COMPLETED ON THE PROJECT.
36. UNLESS OTHERWISE NOTED IN THESE CONSTRUCTION PLANS, THE CONTRACTOR SHALL DISPOSE OF SURPLUS EXCAVATION AT HIS OWN EXPENSE IN A LEGAL AND PROFESSIONAL MANNER. DISPOSAL WITHIN FLOOD PLAINS IS NOT PERMITTED WITHOUT THE WRITTEN CONSENT OF THE LOCAL REGULATING AGENCY. IN ANY CASE, NO DISPOSAL SHALL BE
WITHIN TWENTY-FIVE (25) FEET OF FLOODWAY BOUNDARIES.
37. EXISTING SANITARY SEWER MANHOLE TOPS, WATER VALVES, VALVE BOXES, METERS, STORM SEWER, AND OTHER RELATED APPURTENANCES SHALL, WHEN REQUIRED, BE ADJUSTED TO FINISHED GRADE BY CONTRACTOR AS AN ABSORBED COST OF THE WORK UNLESS OTHERWISE STATED IN THE PLANS. CASTINGS REQUIRED TO BE REMOVED SHALL BE SALVAGED TO THE OWNER BY THE CONTRACTOR. THE CONTRACTOR SHALL SALVAGE TO THE OWNER ALL TRAFFIC SIGNS, WATER VALVES, FIRE HYDRANTS, AND DRAINAGE PIPES THAT ARE REMOVED DURING CONSTRUCTION, UNLESS OTHERWISE
REFUSED BY THE OWNER.
38. THE CONTRACTOR SHALL ESTABLISH A VEGETATIVE COVER ON ALL AREAS WHERE THE EXISTING VEGETATION IS REMOVED OR DISTURBED DURING CONSTRUCTION, UNLESS SOLID SOD IS REQUIRED. SOLID SOD MAY BE REQUIRED AS
DIRECTED BY THE ENGINEER OR AS SHOWN IN THE PLANS.
EROSION CONTROL NOTES:
1. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE, AT MINIMUM, IN CONFORMANCE WITH THE
REQUIREMENTS OF THE MISSISSIPPI DEPARTMENT OF ENVIRONMENT QUALITY, BEST MANAGEMENT PRACTICES MANUAL.
2. ADDITIONAL DEVICES MAY BE REQUIRED AS DEEMED NECESSARY BY GOVERNING AUTHORITIES.
3. ALL DISTURBED AREAS SHALL BE STABILIZED AS REQUIRED BY FEDERAL, REGIONAL, STATE AND LOCAL AGENCIES.
4. FILL SLOPES SHOULD BE PLANTED AS SOON AS AN AREA OF THE SITE IS BROUGHT TO FINAL GRADE. SURFACE RUNOFF SHALL BE INTERCEPTED AT THE TOP OF TEMPORARY AND PERMANENT SLOPES DURING CONSTRUCTION SO THAT WATER IS
NOT ALLOWED TO FLOW OVER THE SLOPE FACE.
5. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 21 DAYS SHALL BE STABILIZED WITH TEMPORARY
SEEDING.
GENERAL NOTES REQUEST FOR INFORMATION (RFI):
1. CLARIFICATION REGARDING THESE PLANS SHALL BE REQUESTED IN WRITING TO THE OWNER'S CONSTRUCTION PROJECT
MANAGER AT LEAST THREE (3) DAYS PRIOR TO NEEDING THE CLARIFICATION SO AS NOT TO DELAY THE PROJECT AS A RESULT OF THE REQUEST. THE REQUEST IS DEEMED SUBMITTED ONLY WHEN ACKNOWLEDGED BY THE OWNER'S CONSTRUCTION PROJECT MANAGER TO THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACTIVELY SOLICIT AN ACKNOWLEDGEMENT OF THE REQUEST FOR THE INFORMATION FROM THE OWNER'S CONSTRUCTION PROJECT MANAGER. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SUBJECT TO THE REQUEST FOR INFORMATION WITHOUT HAVING RECEIVED A RESPONSE FROM THE OWNER'S CONSTRUCTION PROJECT MANAGER.
NOTES:
1. TENNIS AND PICKLEBALL COURT LINE LAYOUTS SHOULD BE IN ACCORDANCE TO THE SPECIFICATIONS FOR THE AMERICAN
SPORTS BUILDERS ASSOCIATION FOR TENNIS AND PICKLEBALL COURTS.
2. TENNIS AND PICKLEBALL COURT NETS AND POST DIMENSIONS SHALL BE IN ACCORDANCE TO THE SPECIFICATIONS FOR
THE AMERICAN SPORTS BUILDERS ASSOCIATION FOR TENNIS AND PICKLEBALL COURTS.
3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE POST -TENSION SLAB DURING CONSTRUCTION.
4. ONE TENNIS COURT BATTERY AND ONE PICKLE BALL COURT BATTERY MUST ALWAYS BE AVAILABLE FOR PLAY THROUGHOUT THE PROJECT. ADDITIONALLY ONE BATTERY OF TENNIS COURTS MUST ALWAYS BE AVAILABLE FOR PLAY AT THEY CITY PARK LOCATION. THEREFORE, CONSTRUCTION SEQUENCING MUST REQUIRE THE COMPLETION OF A LEAST ONE
TENNIS BATTERY AND ONE PICKLEBALL BATTERY BEFORE BEGINNING WORK ON THE OTHERS.
AutoCAD SHX Text N/A
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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SITE MAP COURT
LOCATIONS
C0.3
AutoCAD SHX Text
CITY PARK: 3-COURT BATTERY
AutoCAD SHX Text
CITY PARK: 4-COURT BATTERY
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CITY PARK: JUNIOR TENNIS COURTS
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SHILOH PARK COURT
AutoCAD SHX Text N/A
AutoCAD SHX Text
CITY PARK: 3-COURT BATTERY
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DESCRIPTION OF WORK
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AutoCAD SHX Text C3.0
AutoCAD SHX Text C4.0
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COURT NAME
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COURT LAYOUT SHEET
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SHILOH PARK COURT
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DESCRIPTION OF WORK
AutoCAD SHX Text C1.0
AutoCAD SHX Text
COURT NAME
AutoCAD SHX Text
COURT LAYOUT SHEET
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SHILOH PARK
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CITY PARK
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CITY PARK: 4-COURT BATTERY
AutoCAD SHX Text
CITY PARK: JUNIOR TENNIS COURTS
AutoCAD SHX Text THE EXISTING COATING SURFACE IS FAILING AND NEEDS TO BE COMPLETELY REMOVED WITH A COMMERCIAL CONCRETE GRINDING MACHINE WITH PROPER DIAMOND CUTTING TIPS OR OTHER ACCEPTABLE METHOD. VERIFY TENDON LOCATIONS. REMOVE AND REPLACE ALL THREE NETS INCLUDING POSTS, SLEEVE, FOUNDATIONS, AND OTHER APPURTENANCES. MAKE ALL NECESSARY REPAIRS AND PROPERLY PREPARE THE SURFACE. RESURFACE THE COURTS AND LINE THREE USTA OFFICIAL TENNIS COURTS.
AutoCAD SHX Text REPAIR ALL CRACKS AND OTHER FAILED AREAS OF THE POST TENSION SLAB IN ACCORDANCE WITH PTI, ICRI, AND ACI. FILL ANY VOIDS AROUND THE SLAB WITH SELECT FILL AND ENSURE COURT CAN ADEQUALITY DRAIN. VERIFY TENDON LOCATIONS. REMOVE AND REPLACE ALL FOUR NETS INCLUDING POSTS, SLEEVE, FOUNDATIONS, AND OTHER APPURTENANCES. MAKE ALL NECESSARY REPAIRS AND PROPERLY PREPARE THE SURFACE. RESURFACE THE COURTS AND LINE FOUR USTA OFFICIAL TENNIS COURTS.
AutoCAD SHX Text FILL ANY VOIDS AROUND THE SLAB WITH SELECT FILL AND ENSURE COURT CAN ADEQUALITY DRAIN. VERIFY TENDON LOCATIONS. REMOVE AND REPLACE ALL THREE NETS INCLUDING POSTS, SLEEVE, FOUNDATIONS, AND OTHER APPURTENANCES. MAKE ALL NECESSARY REPAIRS AND PROPERLY PREPARE THE SURFACE. RESURFACE THE COURTS AND LINE THREE USAP OFFICIAL PICKLEBALL COURTS.
REPAIR ALL CRACKS, EXPOSED TENDONS AND OTHER FAILED AREAS OF THE POST TENSION SLAB IN ACCORDANCE WITH PTI, ICRI, AND ACI. FILL ANY VOIDS AROUND THE SLAB WITH SELECT FILL AND ENSURE COURT CAN ADEQUALITY DRAIN. VERIFY TENDON LOCATIONS. INSTALL SIX NETS INCLUDING POSTS, SLEEVE, FOUNDATIONS, AND OTHER APPURTENANCES. MAKE ALL NECESSARY REPAIRS AND PROPERLY PREPARE THE SURFACE. RESURFACE THE COURTS AND LINE SIX USAP OFFICIAL PICKLEBALL COURTS.
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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DETAILS
C0.4
NOTES:
1. TENNIS COURT NET DIMENSIONS TO BE IN ACCORDANCE TO THE
SPECIFICATIONS FOR AMERICAN SPORTS BUILDERS ASSOCIATION AND
UNITED STATES TENNIS ASSOCIATION.
NOTES:
1. PICKLEBALL COURT NET DIMENSIONS TO BE IN ACCORDANCE TO THE
SPECIFICATIONS FOR AMERICAN SPORTS BUILDERS ASSOCIATION AND USA
PICKLEBALL. NOTES:
1. COURT SURFACING TO FOLLOW ALL MANUFACTURES
RECOMMENDATIONS AND SPECIFICATIONS.
AutoCAD SHX Text
NET POST DETAIL -36 FOOT TENNIS COURT NOT TO SCALE
AutoCAD SHX Text N/A
AutoCAD SHX Text
CONCRETE FOUNDATION
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3" DIA. NET POST IN MFG. NET POST SLEEVE
AutoCAD SHX Text
%%UPLAN
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%%USECTION
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3" DIA. NET POST W/ LACING ROD
AutoCAD SHX Text
NET TIGHTENER - INTERNAL TYPE
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TENNIS NET
AutoCAD SHX Text CAREFULLY CORE EXISTING PAVEMENT TO INSTALL NET POST FOUNDATIONS. REPLACE WITH LIKE KIND MATERIALS.
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EXISTING COURT PAVEMENT
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NET POST SET IN NET POST MANUFACTURER'S SLEEVE
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CONCRETE FOUNDATION POUR TO UNDISTURBED EARTH
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STABLE SUBGRADE
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%%USECTION
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%%UPLAN
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NET
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LINE
NET
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LINE
CONCRETE FOUNDATION
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PIPE TYPE CENTER STRAP ANCHOR ALIGN CENTER PIN W/ TENNIS NET LINE
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4" X 6" PVC PIPR SLEEVE
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CAREFULLY CORE EXISTING PAVEMENT PRIOR TO INSTALLING CONCRETE ANCHOR
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PIPE TYPE CENTER STRAP ANCHOR SET " MAX. 14" MAX. ABOVE COURT SURFACE
AutoCAD SHX Text
SECTION COURT PAVEMENT
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4" X 6" PVC PIPR SLEEVE -GROUT ANCHOR INSIDE SLEEVE
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CONCRETE FOUNDATION
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COMPACTED SUBGRADE
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CENTER STRAP ANCHOR DETAIL NOT TO SCALE
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COURT SURFACING SYSTEM NOT TO SCALE
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FUNCTION
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RULES OF THE GAME
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AESTHETICS
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PLAYING CHARACTERISTICS
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PLAYING CHARACTERISTICS
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SUBSTRATE PREPARATION
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EXISTING CONCRETE
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FUNCTION
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APPLICATION
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1 APPLICATION WHITE TEXTURED LINE PAINT (HAND PAINTED)
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1 PERPENDICULAR APPLICATION FINE SAND TEXTURE COURSE (TINTED)
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1 APPLICATION FINE SAND TEXTURE COURSE (TINTED) APPLY PERPENDICULAR
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1 APPLICATION FINE SAND TEXTURE COURSE (TINTED)
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2 APPLICATIONS COURSE SAND FILLER COATS (TINTED RESURFACER)
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MAKE ALL NECESSARY REPAIRS INCLUDING BUT NOT LIMITED TO DEPRESSIONS AND CRACKS.
AutoCAD SHX Text TO PREVIOUS COURSE. PRIMARY FILLER COAT APPLICATIONS TO REDUCE SURFACER POROSITY AND
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NET POST DETAIL -22 FOOT PICKLEBALL COURT NOT TO SCALE
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%%USECTION
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3" DIA. NET POST W/ LACING ROD
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NET TIGHTENER - INTERNAL TYPE
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PICKLEBALL NET
AutoCAD SHX Text CAREFULLY CORE EXISTING PAVEMENT TO INSTALL NET POST FOUNDATIONS. REPLACE WITH LIKE KIND MATERIALS.
AutoCAD SHX Text
EXISTING COURT PAVEMENT
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NET POST SET IN NET POST MANUFACTURER'S SLEEVE
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CONCRETE FOUNDATION POUR TO UNDISTURBED EARTH
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STABLE SUBGRADE
AutoCAD SHX Text APPLY LINE MARKINGS PRIMER, AFTER MASKING TAPE HAS BEEN LAID, TO SEAL VOIDS BETWEEN.
AutoCAD SHX Text APPLY A MINIMUM OF 2 COATS OF COLOR COATING TO PREPARED SURFACES IN ACCORDANCE WITH
AutoCAD SHX Text
MANUFACTURERS INSTRUCTIONS. COLOR TO BE SELECTED BY OWNER.
AutoCAD SHX Text
COLOR COATING
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ACRYLIC RESURFACER
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PATCHING COMPOUND/FILLER COMPOUND
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LEVEL LOW AND HIGH AREAS, FILL DEPRESSIONS, AND FILL CRACKS AND VOIDS
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SMOOTH SOME ROUGH TEXTURES.
PREPARE SURFACE INCLUDING REMOVING THE EXISTING SURFACE IF NECESSARY.
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DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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SITE PLAN LEGEND
EDGE OF COURT
COURT LAYOUT STRIPES
PROPOSED COURT
RESURFACING
COURT NET
NET POST
EXISTING CHAINLINK FENCE
SHILOH PARK:
COURT LAYOUT
C1.0
POST TENSION SLAB REPAIR
(INCLUDES ANY OTHER AREAS
NOT SHOWN)
SITE PLAN NOTES
1. COURT RESURFACING TO BE IN ACCORDANCE TO THE
AMERICAN SPORTS BUILDERS ASSOCIATION AND USA
PICKLEBALL.
2. COURT STRIPING TO BE IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION AND USA PICKLEBALL.
3. SEE DETAILS ON SHEET C0.4 FOR NET POST.
4. THE EXPOSED TENDON MUST BE FULLY REPAIRED BEFORE
SURFACING CAN COMMERCE
COURT COLOR NOTES
A
B
1. ALL COURT LINES IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION FOR USA PICKLEBALL.
2. ALL COURTS TO BE THE COLOR "BLUE" AND ALL OPEN
SURFACE OUTSIDE OF COURTS TO BE "GREEN". FINAL
COLOR SELECTED BY OWNER.
BLUE (FINAL COLOR SELECTED BY OWNER)
GREEN
AutoCAD SHX Text
GRADE AND SLOPE TO DRAIN
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PICKLE BALL COURT LAYOUT DIMENSIONS NOT TO SCALE
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SHILOH PARK : PICKLEBALL COURT LAYOUT 1" = 10'
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1"=10'
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DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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SITE PLAN LEGEND
EDGE OF COURT
COURT LAYOUT STRIPES
PROPOSED COURT
RESURFACING
COURT NET
NET POST
CHAINLINK FENCE
CITY PARK:
3-COURT BATTERY
LAYOUT
C2.0
SITE PLAN NOTES
1. COURT RESURFACING TO BE IN ACCORDANCE TO THE
AMERICAN SPORTS BUILDERS ASSOCIATION AND USA
TENNIS.
2. COURT STRIPING TO BE IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION AND USA TENNIS.
3. SEE DETAILS ON SHEET C0.4 FOR NET POST.
4. THE EXISTING COATING SYSTEM IS FAILING AND MUST BE
REMOVED ENTIRELY.
COURT COLOR NOTES
A
B
1. ALL COURT LINES IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION FOR USA TENNIS.
2. ALL COURTS TO BE THE COLOR "BLUE" AND ALL OPEN
SURFACE OUTSIDE OF COURTS TO BE "GREEN". FINAL
COLOR SELECTED BY OWNER.
BLUE (FINAL COLOR SELECTED BY OWNER)
GREEN
AutoCAD SHX Text
GRADE AND SLOPE TO DRAIN
AutoCAD SHX Text
CITY PARK 3-COURT BATTERY: TENNIS COURT LAYOUT 1" = 10'
AutoCAD SHX Text
TENNIS COURT LAYOUT DIMENSIONS NOT TO SCALE
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
1"=10'
B B
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A A
A A
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DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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SITE PLAN LEGEND
EDGE OF COURT
COURT LAYOUT STRIPES
PROPOSED COURT
RESURFACING
COURT NET
NET POST
CHAINLINK FENCE
CITY PARK:
4-COURT BATTERY
LAYOUT
C3.0
POST TENSION SLAB REPAIR
(INCLUDES ANY OTHER AREAS
NOT SHOWN)
SITE PLAN NOTES
1. COURT RESURFACING TO BE IN ACCORDANCE TO THE
AMERICAN SPORTS BUILDERS ASSOCIATION AND USA
TENNIS.
2. COURT STRIPING TO BE IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION AND USA TENNIS.
3. SEE DETAILS ON SHEET C0.4 FOR NET POST.
4. POST-TENSION SLAB MUST BE FULLY REPAIRED BEFORE
SURFACING CAN COMMERCE.
5. REMOVE AND REPLACE ALL CRACK SEALANT.
COURT COLOR NOTES
A
B
1. ALL COURT LINES IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION FOR USA TENNIS.
2. ALL COURTS TO BE THE COLOR "BLUE" AND ALL OPEN
SURFACE OUTSIDE OF COURTS TO BE "GREEN". FINAL
COLOR SELECTED BY OWNER.
BLUE (FINAL COLOR SELECTED BY OWNER)
GREEN
AutoCAD SHX Text
GRADE AND SLOPE TO DRAIN
AutoCAD SHX Text
TENNIS COURT LAYOUT DIMENSIONS NOT TO SCALE
AutoCAD SHX Text
CITY PARK 4-COURT BATTERY: TENNIS COURT LAYOUT 1" = 15'
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
1"=15'
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DRAWN BY: SCALE:
DESIGNED BY: ISSUE DATE:
CHECKED BY: PROJECT No:
SEAL:
SHEET TITLE:
SHEET NUMBER:
143-A LeFleurs Square Jackson, MS 39211
WAGGONER
601.355.9526 | office
601.352.3945 | fax www.waggonereng.com
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HO 101.2400185.000
SITE PLAN LEGEND
EDGE OF COURT
COURT LAYOUT STRIPES
PROPOSED COURT
RESURFACING
COURT NET
NET POST
CHAINLINK FENCE
CITY PARK:
JUNIOR TENNIS COURTS
LAYOUT
C4.0
SITE PLAN NOTES
1. COURT RESURFACING TO BE IN ACCORDANCE TO THE
AMERICAN SPORTS BUILDERS ASSOCIATION AND USA
PICKLEBALL.
2. COURT STRIPING TO BE IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION AND USA PICKLEBALL.
3. SEE DETAILS ON SHEET C0.4 FOR NET POST.
4. THE EXPOSED TENDON MUST BE FULLY REPAIRED BEFORE
SURFACING CAN COMMERCE
COURT COLOR NOTES
A
B
1. ALL COURT LINES IN ACCORDANCE TO THE AMERICAN
SPORTS BUILDERS ASSOCIATION FOR USA PICKLEBALL.
2. ALL COURTS TO BE THE COLOR "BLUE" AND ALL OPEN
SURFACE OUTSIDE OF COURTS TO BE "GREEN". FINAL
COLOR SELECTED BY OWNER.
BLUE (FINAL COLOR SELECTED BY OWNER)
GREEN
AutoCAD SHX Text
GRADE AND SLOPE TO DRAIN
AutoCAD SHX Text
PICKLE BALL COURT LAYOUT DIMENSIONS NOT TO SCALE
AutoCAD SHX Text
CITY PARK JUNIOR TENNIS COURTS: PICKLEBALL COURT LAYOUT 1" = 5'
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
1"=5'
| C0.1 - Cover Sheet |
| Sheets and Views |
| Tennis Court Rehab_Cover, Index, SOQ-Cover |
| C0.2 - General Notes |
| Sheets and Views |
| Tennis Court Rehab_Cover, Index, SOQ-General Notes |
| C0.3 - Site Map |
| Sheets and Views |
| Tennis Court Rehab_Cover, Index, SOQ-Site Map |
| C0.4 - Details |
| Sheets and Views |
| Tennis Court Rehab_Details-Shiloh Park Court |
| C1.0 - Court #1 Layout |
| Sheets and Views |
| Tennis Court Rehab_Layouts-Shiloh Park Court |
| C2.0 - Court #2 Layout |
| Sheets and Views |
| Tennis Court Rehab_Layouts-Shiloh Park Court (2) |
| C3.0 - Court #3 Layout |
| Sheets and Views |
| Tennis Court Rehab_Layouts-Shiloh Park Court (3) |
| C4.0 - Court #4 Layout |
| Sheets and Views |
| Tennis Court Rehab_Layouts-Shiloh Park Court (4) |
File details come from the government source that posted it. Updated .