Plans.pdf
PDF 5 MB Posted
- Attached to
- Oscar Johnson Jr. Enrichment and Recreation Center Crawlspace Mechanical and Plumbing Improvements
- Solicitation number
- 2026-1029
- Issued by
- Montgomery County, Corpus Christi City, Texas
About this file
This is a mechanical and plumbing design plan document for the City of Conroe, Texas, pertaining to crawlspace improvements at the Oscar Johnson Jr. Enrichment and Recreation Center. The project addresses groundwater management and humidity control within the crawlspace through the installation of multiple dehumidification units, ventilation modifications, sump pump systems, and storm drainage improvements. The scope includes installing ten Aprilaire Model E130 dehumidifiers (or approved equivalents) suspended from the floor deck above, each equipped with 3/4-inch Schedule 80 PVC condensate drain piping sloped at a minimum of 1/8 inch per foot and routed to the nearest sump pump well. The project also requires installation of a simplex sump pump (Zoeller M53 model, 34 GPM, 1/3 HP, 120V/1PH) with 2-inch pumped storm water piping connections, construction of reinforced sump pits measuring 2 feet by 2 feet by 2 feet, and application of disinfectant and fungicidal protective coating to existing spray foam insulation. Dehumidifiers are to be set manually to 45 percent relative humidity, while crawlspace ventilation fan controls are to be modified to operate when relative humidity exceeds 60 percent for 24 continuous hours. All fasteners, supports, and hangers must be stainless steel for corrosion prevention, with 20 inches of clearance required for filter removal and 120-volt power outlets dedicated to individual dehumidifiers.
Prior to construction commencement, the Owner will conduct water analysis testing of existing ponding water to determine whether conditions result from groundwater or sanitary waste water from pipe breakage, with results to be provided to the contractor. Additionally, the Owner will perform camera snake inspection of all stormwater and sanitary piping beneath the crawlspace slab extending at minimum 5 feet beyond the crawlspace perimeter, with locator device marking to identify pipe routing and document any reverse-slope or broken pipe conditions. The contractor must field-verify all final locations and coordinate closely with the existing structure, piping, conduit, and other trades' work. The contractor shall submit product data for engineer review, confirm expansion joint locations at all pipe penetrations through the crawlspace slab, and notify the Engineer of Record of all modifications to the original design. The RFP number is 2026-1029 with a bid due date of Thursday, October 29, 2026 at 1:00 p.m., submitted through OpenGov Procurement.
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Text version
MECHANICAL GENERAL NOTES:
1. PROVIDE DEHUMIDIFIERS (DHU-1), APRILAIRE MODEL E130
OR APPROVED EQUAL, SUSPENDED FROM FLOOR DECK
ABOVE. LOCATE DEHUMIDIFIERS AS SHOWN ON PLAN,
ADJACENT TO SUMP PUMP WELL TO MINIMIZE CONDENSATE
DRAIN PIPING. ORIENT SUPPLY AIR DISCHARGE IN DIRECTION
INDICATED ON PLANS. CLOSELY COORDINATE FINAL UNIT
LOCATION WITH EXISTING STRUCTURE, PIPING, CONDUIT,
AND NEW AND EXISTING WORK OF OTHER TRADES. FIELD
VERIFY LOCATION PRIOR TO ISSUING SHOP DRAWINGS.
INSTALL UNIT IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND MAINTAIN ALL
RECOMMENDED SERVICE AND ACCESS CLEARANCES. REFER
TO CRAWLSPACE DEHUMIDIFIER DETAIL ON THIS SHEET
SERIES FOR ADDITIONAL REQUIREMENTS.
2. PROVIDE 3/4-INCH SCHEDULE 80 PVC CONDENSATE DRAIN
PIPING FROM EACH DEHUMIDIFIER, SUPPORTED NOT LESS
THAN EVERY 5 FEET IN LENGTH. ROUTE CONDENSATE DRAIN
PIPING TO NEAREST SUMP PUMP WELL. SLOPE PIPING AT A
MINIMUM OF 1/8 INCH PER FOOT IN DIRECTION OF FLOW.
PLUMBING KEYED NOTES:
1. 2' X 2' X 2' SUMP PIT. 4" WALLS REINFORCED WITH 4 X 4
WELDED WIRE MESH. REFER TO DETAIL #4 ON P1.00.
CONTRACTOR TO FIELD VERIFY WITH EOR FOR FINAL
LOCATIONS OF SUMP PITS.
2. 2" PUMPED STORM WATER PIPING CLEANOUT.
CONTRACTOR TO SUBMIT PRODUCT DATA FOR EOR REVIEW.
3. CONNECT NEW 2" PUMPED STORM WATER PIPE TO TOP
SIDE OF EXISTING STORM WATER PIPING.
4. CONTRACTOR TO INSTALL EXPANSION JOINT TO EXISTING
PVC PIPE RISES PENTRATING THE CRAWLSPACE FLOOR SLAB.
REFER TO DETAIL #1 ON P1.00. CONTRACTOR TO CONFIRM
AND PROVIDE EXPANSION JOINTS AT ALL LOCATIONS WHERE
PIPES PENETRATE CRAWLSPACE SLAB.
P1.00 NOT TO SCALE
GROUND WATER SUMP PUMP PIT DETAIL
SUMP PUMP SCHEDULE
MARK
SP-1
SERVICE
SUMP PIT
TYPE
SIMPLEX
GPM
HEAD
(FEET)
DISCHARGE
SIZE (INCHES)
1-1/2
RPM
HP
1/3
V/PH
120/1
MANUFACTURER MODEL
ZOELLER M53
2" PUMPED STORM
WATER
2" PUMPED STORM
WATER
2" PUMPED STORM
WATER2" PUMPED STORM
WATER
2" PUMPED STORM
WATER
2" PUMPED STORM
WATER
2" PUMPED STORM
WATER
2" PUMPED STORM
WATER
DHU-1
DHU-1
DHU-1
DHU-1
DHU-1DHU-1
DHU-1
DHU-1
DHU-1
DHU-1
MECHANICAL KEYED NOTES:
1. APPROXIMATE LOCATION OF CRAWLSPACE VENTILATION
AIR INTAKE. SEAL CRAWLSPACE PENETRATION WITH
MINIMUM 16-GAUGE SHEET METAL PLATE TO PROVIDE A
WEATHERTIGHT CONDITION. PROVIDE CONTROL DAMPER AT
SHEET METAL PLATE. PROVIDE STAINLESS STEEL FRAMING,
SUPPORTS, AND FASTENERS AS REQUIRED TO SUPPORT
THE FULL WEIGHT OF THE CONTROL DAMPER. INTERLOCK
CONTROL DAMPER OPERATION WITH EXISTING
CRAWLSPACE VENTILATION FAN. MODIFY EXISTING
EXHAUST FAN CONTROLS SO THAT THE EXHAUST FAN
OPERATES WHEN CRAWLSPACE RELATIVE HUMIDITY (RH)
EXCEEDS 60% FOR A CONTINUOUS DURATION OF 24-HOURS
(ADJ.).
09/ 29/
THE ENGINEER OF RECORD SHALL BE
NOTIFIED OF ALL MODIFICATIONS TO
THE ORIGINAL DESIGN INCLUDED IN
THIS ISSUANCE.
DHU-1
DHU-1
NOTES:
1. DEHUMIDIFIER NOT DUCTED. REFER TO MANUFACTURER
INSTALLATION GUIDELINE FOR INLET AND OUTLET REQUIREMENTS OF
DEHUMIDIFIER TO ALLOW PROPER OPERATION OF UNIT. HUMIDIFIER
CONTROL TO BE MANUALLY SET TO 45% RELATIVE HUMIDITY AT
HUMIDIFIER CONTROL PANEL ON RESPECTIVE UNIT. INSTALL
HUMIDIFIER AT ELEVATION/ORIENTATION WHERE CONTROL PANEL IS
EASILY VISIBLE/ADJUSTABLE.
2. ALLOW A MINIMUM OF 20" OF CLEARANCE FOR FILTER REMOVAL.
3. PROVIDE 120V POWER OUTLET FOR PLUG-IN POWER SUPPLY
SERVING THE DEHUMIDIFIER. POWER FROM NEAREST 120V CIRCUIT
IN CRAWLSPACE, NOT MORE THAN ONE DEHUMIDIFIER PER CIRCUIT.
4. ALL FASTENERS, SUPPORTS, HANGERS, THREADED RODS, ANCHORS,
SHEET METAL, ETC. SHALL BE STAINLESS STEEL FOR CORROSION
PREVENTION.
DEHUMIDIFIER
(BOD: APRILAIRE E130)
FLOOR ABOVE
MANUFACTURER PROVIDED
DEHUMIDIFIER HANGING KIT.
FLOOR ABOVE
SIDE VIEWFRONT VIEW
SCALE: NONE
CRAWLSPACE DEHUMIDIFIER DETAIL5
P1.00 NOT TO SCALE
FLEXIBLE PVC PIPING
GENERAL NOTE: CONTRACTOR TO INSTALL EXPANSION JOINTS TO ALL EXISTING PVC PIPE RISES
PENTRATING THE CRAWLSPACE FLOOR SLAB TO PROVIDE STRUCTURAL DISPLACEMENT
COMPENSATION. CONTRACTOR TO COORDINATE WITH EOR FOR LOCATIONS WHERE DETAILS
ABOVE DO NOT REFLECT THE EXISTING CONDITION.
EXISTING SITE PHOTOS
DEMOLITION
NEW CONSTRUCTION
GENERAL NOTES:
1. APPLY DISSINFECTANT TO EXISTING SPRAY FOAM
INSULATION AT UNDERSIDE OF CRAWLSPACE SUSPENDED
SLAB. DISSINFECTANT TO BE FOSTER 40-80 DISINFECTANT OR
APPROVED EQUIVALENT APPLIED IN ACCORDANCE WITH
MANUFACTURER’S WRITTEN INSTRUCTIONS.
2. FOLLOWING DISINFECTION, COAT EXPOSED SPRAY FOAM
INSULATION WITH FOSTER 40-20 FUNGICIDAL PROTECTIVE
COATING. APPLY COATING IN ACCORDANCE WITH
MANUFACTURER’S WRITTEN INSTRUCTIONS . PROVIDE
COMPLETE, CONTINUOUS COVERAGE OF EXISTING FOAM
INSULATION.
ENGINEERING SEAL APPLIES TO
RED/CLOUDED WORK IDENTIFIED BY
REVISION TRIANGLE #1.
1 1
4 4
PLUMBING GENERAL NOTES:
1. THE OWNER WILL CONDUCT A WATER ANALYSIS (TESTING)
OF THE EXISTING PONDING OF WATER IN THE CRAWLSPACE,
SPECIFICALLY TO TEST FOR HUMAN WASTE/SEWAGE TO
CONFIRM WHETHER THE PONDING WATER IS GROUND WATER
OR SANITARY WASTE WATER FROM UNDERGROUND PIPE
BREAKAGE. REPORT TEST RESULTS TO OWNER/ENGINEER. IF
SANITARY WASTE WATER IS DETECTED, COORDINATE WITH
ENGINEER FOR FURTHER INSTRUCTION. THIS
DOCUMENTATION SHALL BE AVAILABLE TO THE CONTRACTOR
PRIOR TO THE START OF THE SCOPE OF WORK SHOWN ON
THIS SHEET.
2. THE OWNER WILL PERFORM CAMERA SNAKE INSPECTION
OF ALL STORMWATER AND SANITARY PIPING BENEATH THE
CRAWLSPACE SLAB TO A POINT AT MINIMUM 5’ BEYOND
CRAWLSPACE PERIMETER. THE CAMERA SNAKE SHALL HAVE
A LOCATOR DEVICE TO MARK UP THE SLAB WITH SPRAY PAINT
TO IDENTIFY LOCATIONS AND ROUTING OF THE SANITARY
SYSTEM BELOW THE SLAB. THE CAMERA INSPECTION SHALL
DOCUMENT LOCATIONS OF EXISTING BELOW MUD SLAB PIPE
ROUTING AND ALSO REPORT IF (AND WHERE)
REVERSE-SLOPE OR BROKEN PIPE CONDITIONS EXIST. THE
DOCUMENTATION OF EXISTING CONDITIONS SHALL BE
AVAILABLE TO THE CONTRACTOR PRIOR TO THE START OF
THE SCOPE OF WORK SHOWN ON THIS SHEET.
(NOT IN SCOPE)
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