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Home My WebLink AboutRes 2024-02-1604 Construction Agreement with A T Construction, LLC for the Slayter Creek Park Restroom Building, Utilities, and ConcreteEXHIBIT 1 EXHIBIT A 7 2 4 7241.0% 01/10/24 RESTROOM & CONCRETE SLAYTER CREEK PARK 425 W Rosamond Parkway Anna, Texas 75409 SL 1.00 GP 1.00 UT 1.00 UT 1.01 DT 1.00 ST 1.01 ST 1.02 ST 1.03 ST 1.04 ST 1.05 ST 1.06 ST 1.07 2024 ANNA CITY COUNCIL MAYOR NATE PIKE MAYOR PRO TEM LEE MILLER RANDY ATCHLEY, DEPUTY MAYOR PRO TEM KEVIN TOTEN, PLACE 1 PETE CAIN, PLACE 2 STAN CARVER II, PLACE 3 ELDEN BAKER, PLACE 5 CITY MANAGER: RYAN HENDERSON CITY SECRETARY: CARRIE LAND TABLE OF CONTENTS SITE LAYOUT GRADING PLAN UTILITY PLAN SITE ELECTRICAL PLAN SITE DETAILS BUILDING ELEVATION - FRONT BUILDING ELEVATION - REAR BUILDING FRAMING BUILDING ELEVATION - LEFT BUILDING ELEVATION - RIGHT BUILDING ELECTRICAL BUILDING PLUMBING AND FOUNDATION EXHIBIT B 7 2 4 7241.0% 32 ’ - 0 ”41’-7”20’-5”6’- 0 ” 7’- 0 ” 7’- 0 ”7’-0”6’-0” 8’-0”8’-0”41’-3”29 ’ - 1 1 ” EXTEND THIS EDGE STRAIGHT TO SIDEWALK ADJUST DIMENSION TO KEEPIN LINE WITH EXISTINGCONCRETE EDGE R E S T R O O M B U I L D I N G EXISTINGFITNESS COURT R A M P R A M P 11 ’ - 0 ” 9’- 8 1 / 2 ” T Y P . 5’- 0 ” PAINTED WHITE STRIPE4” WIDE TYPICAL P A R K I N G L O T NEW CONCRETE 5’- 8 1 / 2 ” 5’- 8 1 / 2 ”6’-0”VAN ACCESSIBLEPARKING SIGN ON POLE PARKING LOT725.68725.18 725.08 BC725.58 TC 725.34 724.12 724.15 724.06 723.70 723.48 723.65 723.79 723.92 723.181.5%1.5%3. 2 5 % 725 7251.5% 1.5% 3.0% 725 724.93724.52725.03724.62724.77725.13724.73725.09725.25 TC725725.45725.09724.99 BC726724.2724 724724 723.83723.36723.61724.03724.16723.74724.28724.68724.33724.73723.16723.24723.46723.44723.58723.4723 723.24723.08723.26723.12723.05723.09722.76723.01723.12723 723.39722.89723.90723.90723.90723.90724.28724.28724.28724.28724.77 725.12 725.18 724.82725.75 725.75 725.61 725.75 725.75 725.69 724.65 724.25 4% .05% 1.5% 1.5% 4.4% 2.9% 725.51 725.69 5.4%3.8%0. 9 % 1.8% FF RESTROOM 725.75 TC 725.58 SLAYTER CREEK PARK RESTROOM & CONCRETE DESIGNED BY: DW CHECKED BY: DW DATE: 10/6/23 VERSION: 1.0 SITE LAYOUT SCALE: 1” = 10’ SHEET SL 1.00 01/10/24 NOTES - CONCRETE SHALL BE 4,000 PSI, #3 REBAR @ 18” O.C.E.W. - CONSTRUCTION JOINT SHALL BE SEALED WITH SELF-LEVEL- ING JOINT SEALANT. - FORMS SHALL BE INSPECTED BY OWNER PRIOR TO POURING CONCRETE. - DOWELS WILL BE SMOOTH WITH GREASED END CAPS AND EPOXIED INTO EXISTING CONCRETE. 7 2 4 7241.0% R E S T R O O M B U I L D I N G EXISTINGFITNESS COURT SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1” = 10’ SHEET GP 1.00 DESIGNED BY: DW CHECKED BY: DW DATE: 10/19/23 VERSION: 3.0 LAYOUT PLAN 01/10/24 NEW CONCRETE R E S T R O O M B U I L D I N G F E E 7 2 5 . 7 5 CURB CUT PARKING LOTP A R K I N G L O T1.5%1.5%725 7251.5% 1.5% 3.0% 725 724.93724.52725.03724.62724.77725.13724.73725.09725726724 723.83723.36723.61724.03724.16723.74723.09722.76723 723.39722.89724.79724.42L A N D I N G R A M P R A M P 724.88 HANDRAIL 724.80724.37 725.12 725.18 724.84724.44 725.61 725.69 725.58724.81 724.79 724.25 .05% 1.5% 725.51 725.695.4%3.8%0. 9 % 724.28 724.35 724.72 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1” = 10’ SHEET 1 OF XX DESIGNED BY: DW CHECKED BY: DW DATE: 10/6/23 VERSION: 1.0 GRADING PLAN 10/6/23 7 2 4 7241.0% R E S T R O O M B U I L D I N G EXISTINGFITNESS COURT P A R K I N G L O T NEW CONCRETE SANITARY SEWER LOCATION OF CONNECTION ELECTRICAL CONNECTION IN SPLASH PAD EQUIPMENT ROOM. EMPTY CONDUIT OUTSIDE BUILDING APPROX. 140’ FROM CENTER OF RESTROOM BUILDING. MUST BORE UNDER ONE 6’ WIDE WALKWAY. ANOTHER WALKWAY HAS SLEEVE FOR ELECTRICAL. EMPTY CONDUIT STICKING UP OUT OF GROUND. 1.5” SCH 80 WATER LINE CONNECTION - BALL VALVE PARKING LOT725.68725.18 725.08 BC725.58 TC 725.34 724.12 724.15 724.06 723.70 723.48 723.65 723.79 723.92 723.181.5%1.5%3. 2 5 % 725 7251.5% 1.5% 3.0% 725 724.93724.52725.03724.62724.77725.13724.73725.09725.25 TC725725.45725.09724.99 BC726724.2724 724724 723.83723.36723.61724.03724.16723.74724.28724.68724.33724.73723.16723.24723.46723.44723.58723.4723 723.24723.08723.26723.12723.05723.09722.76723.01723.12723 723.39722.89723.90723.90723.90723.90724.28724.28724.28724.28724.77 725.12 725.18 724.82725.75 725.75 725.61 725.75 725.75 725.69 724.65 724.25 4% .05% 1.5% 1.5% 4.4% 2.9% 725.51 725.69 5.4%3.8%0. 9 % 1.8% FF RESTROOM 725.75 TC 725.58 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1” = 10’ SHEET UT 1.00 DESIGNED BY: DW CHECKED BY: DW DATE: 10/19/23 VERSION: 1.0 UTILITY PLAN 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1” = 20’ SHEET UT 1.01 DESIGNED BY: GP CHECKED BY: GP DATE: 10/27/23 VERSION: 1.0 SITE ELECTRIC PLAN INSTALL 11 LF 112" CONDUIT BY OPEN CUT INSTALL 45° 112" " BEND INSTALL 8 LF 112" CONDUITBY OPEN CUT INSTALL 14 LF 112" CONDUIT INEXISTING SLEEVE CONTRACTOR TO FIELD BEND 112" CONDUIT AS NEEDED INSTALL 10 LF 112" CONDUITBY OPEN CUT INSTALL 71 LF 112" CONDUITBY OPEN CUT INSTALL 45° 112" BEND INSTALL 45° 112" BEND INSTALL 45° 112" BEND INSTALL 8 LF 112" CONDUITBY OPEN CUT INSTALL 43 LF 112" CONDUITBY OPEN CUT INSTALL 37 LF 112" CONDUITBY OPEN CUT INSTALL 2-45° 112" BENDS INSTALL 2 LF 112" CONDUITBY OPEN CUT INSTALL 22.5° 112" BEND INSTALL 15 LF 112" CONDUIT IN15 LF 3" PVC SLEEVE TERMINATE CONDUIT AT BUILDING FOR SUB-PANEL CONNECTION CONNECT TO EXISTING CONDUIT STUB OUT FOR ELECTRICAL INSTALL 11 LF 112" CONDUITBY OPEN CUT MATERIAL LIST 112" CONDUIT 230 LINEAR FEET SCHEDULE 80 PVC 3" SLEEVE 15 LINEAR FEET SCHEDULE 80 PVC 12" 45° BENDS 6 SCHEDULE 80 PVC 12" 22.5° BENDS 1 SCHEDULE 80 PVC (EXISTING) NATIVE SOIL BACKFILL WITH COMPACTED NATIVE SOIL TOPSOIL3" (MIN) 15" (MIN) RE-SEED 6" (MIN) PVC CONDUIT TRENCH DETAIL SEAL DATE: 01/10/24 CONCRETE PAVEMENT CONCRETE WALK FITNESS COURT EQUIPMENT ROOM RESTROOM SPLASH PAD 7 2 4 7241.0% SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: NTS SHEET DT 1.00 DESIGNED BY: DW CHECKED BY: DW DATE: 10/19/23 VERSION: 1.0 SITE DETAILS 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.01 DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 BUILDING ELEVATION - FRONT BUILDING SPECIFICATIONSWALLSALL WALLS ARE 2X4 CONSTRUCTION WITH 2X4’S SPACED AT 16” ON CENTER, WITH PLYWOOD SHEATHING AND FRP WALL BOARD ON THE INTERIOR SIDE. FRP TO BE INSTALLED MARLITE BRAND C-551 FRP ADHESIVE, OR APPROVED ALTERNATE. FRP JOINTS TO BE STAGGERED WITH SHEATHING JOINTS.PAINTPRIMER: 1 COAT, SHERWIN WILLIAMS MULTI-PURPOSE INTERI-OR/EXTERIOR LATEX PRIMER/SEALER, PRODUCT NO. B51W00450, OR OWNER-APPROVED ALTERNATE.TOPCOAT: 2 COATS, SHERWIN WILLIAMS PRO INDUSTRIAL DTM ACRYLIC, PRODUCT NO. B66W01251-16, OR OWNER-APPROVED ALTERNATE.SIDINGLP SMARTSIDE 38 SERIES 8-IN APPLICATION, 4FTX8FT CEDAR TEXTURE OC PANEL ENGINEERED TREATED WOOD SIDING (PROD-UCT MANUAL ATTACHED), OR OWNER-APPROVED ALTERNATE.LP SMARTSIDER 440 SERIES CEDAR TEXTURE TRIM ENGINEERED TREATED WOOD SIDING, 2INX16FT, FASTENED VERTICALLY AT 16” ON CENTER, AND AT TOP AND BOTTOM OF PANELING (PRODUCT MANUAL ATTACHED), OR OWNER-APPROVED ALTERNATE.PLUMBING FIXTURESFAUCETS – AMERICAN STANDARD METERING PILLAR TAP FAUCET WITH EXTENDED SPOUT 0.5 GPM/1.9 LPF, OR APPROVED ALTER-NATE.SINKS – AMERICAN STANDARD DECORUM® WALL-HUNG EVER-CLEAN® SINK WITH CENTER HOLE ONLY, OR APPROVED ALTER-NATE.TOILETS – SLOAN 27231004 WETS2723.1004 ST-2029 WATER CLOSET AND GEM-2 111 FLUSHOMETER, OR APPROVED ALTERNATE.URINALS - SLOAN WEUS1002.1001 WASHDOWN WALL HUNG URINAL, 0.25 GALLONS PER FLUSH, OR APPROVED ALTERNATE.SEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.02 DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 BUILDING ELEVATION - REAR SEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.03 DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 BUILDING FRAMING SEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.04 DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 BUILDING ELEVATION - LEFTSEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.05 DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 BUILDING ELEVATION - RIGHTSEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 1/4” = 1’ SHEET ST 1.06 BUILDING UTILITIES & FOUNDATION DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 SEAL DATE: 01/10/24 SLAYTER CREEK PARK RESTROOM & CONCRETESCALE: 3/16” = 1’ SHEET ST 1.07 BUILDING UTILITIES & FOUNDATION DESIGNED BY: GP CHECKED BY: GP DATE: 10/17/23 VERSION: 1.0 SEAL DATE: 01/10/24 Notice 8 (Rev. 12/15) TEXAS DEPARTMENT OF INSURANCE, DIVISION OF WORKERS’ COMPENSATION Rule 110.110 EXHIBIT C REQUIRED WORKERS’ COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers’ compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other services related to the project, regardless of the identity of their employer or status as an employee. Call the Division of Workers’ Compensation at 1-800-252-7031 or access the division’s website at www.tdi.texas.gov/wc/indexwc.html to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer’s failure to provide coverage. TO THE CONTRACTOR: Pursuant to Workers’ Compensation Rule 110.110 (d)(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers’ compensation insurance. The notice required by this does not satisfy other posting requirements imposed by the Texas Workers’ Compensation Act or other Workers’ Compensation Rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer’s employee population; (2) be displayed on each project site; (3) state how a person may verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-point bold type and text in at least 19-point normal type; and (5) contain the exact words as prescribed in Rule 110.110 (d)(7). The notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and Workers’ Compensation Rules. The violator may be subject to administrative penalties. Contractor Base Bid Alternate Bid Bid Bond Addendums 1 308 Construction, LLC 267,250.00$ - Yes - 2 A T Construction, LLC 161,300.00$ - Yes - 3 Concord Commercial Services, Inc. 299,507.00$ - Yes - 4 Tegrity Contractors Inc. 317,777.00$ - Yes - 5 6 7 8 9 10 11 12 13 Bids Received at 2:00 p.m., Friday, February 16, 2024 Restroom Building, Concrete Work, and Utilities at Slayter Creek Park BID SUMMARY L:\Public Works\Project Information\00_Projects\0-Percurment Forms\Bid Summary - Template