A06_NPS_Phantom_Ranch_Vol3_Details_Final_Construction_Documents_0001.pdf
PDF 5 MB Posted
- Attached to
- GRCA - 229035 Phantom Ranch Wastewater Treatment P Federal contract opportunity
- Solicitation number
- 140P2021R0127
About this file
This document package includes final construction documents and standard details for the Phantom Ranch Wastewater Treatment Plant Short Term Improvements project. The construction documents contain plans, sections, elevations, and standard construction details for site work, structures, mechanical, electrical, and instrumentation components for upgrades to the wastewater treatment plant. Key details in the standard details include trenching and backfilling, stockpile covering, pipe connections, pipe supports, wall penetrations, flow measurement installation, and manual bar screens.
The related federal contract opportunity is solicitation number 140P2021R0127 from the National Park Service for the GRCA - 229035 Phantom Ranch Wastewater Treatment Plant Short Term Improvements project. The solicitation seeks contractors to perform upgrades to the wastewater treatment plant at Phantom Ranch in Grand Canyon National Park.
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Text version
FINAL
Construction Documents
Volume 3 Standard Details
May 2021
Prepared for the
National Park Service
Phantom Ranch Wastewater Treatment Plant
Short Term Improvements
Volume 3 Standard Details
Prepared for the
National Park Service
Phantom Ranch Wastewater Treatment Plant
Short Term Improvements
PPS0323210011CVO
May 2021
FINAL
Construction Documents
© CH2M
National Park Service
Grand Canyon National Park
Phantom Ranch
2021YMA
STANDARD DETAILS
SHORT TERM IMPROVEMENTS
TREATMENT PLANT
PHANTOM RANCH WASTEWATER
DOCUMENTS
FINAL CONSTRUCTION
GRCA-229035
Grand Canyon National Park
Phantom Ranch
AutoCAD SHX Text 3123-110
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TYPICAL TRENCH
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NTS
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MIN WIDTH
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PIPE ZONE
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PIPE OD+1'-6"
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DEPTH OF COVER
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TRENCH BACKFILL ABOVE PIPE ZONE
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SEE DETAIL
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12" MIN
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PIPE OUTSIDE DIAMETER
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PIPE BEDDING MATERIAL
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TRENCH STABILIZATION WHERE REQD
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MARKING TAPE AS SPECIFIED
AutoCAD SHX Text 3123-917
Grand Canyon National Park
Phantom Ranch
AutoCAD SHX Text 3123-120
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TRENCH PIPE CROSSING
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NTS
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12" TYP
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CLSM SUPPORT IS REQUIRED:
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12" TYP
AutoCAD SHX Text %%uNOTES:%%U
AutoCAD SHX Text %%uPLAN%%U
AutoCAD SHX Text %%uSECTION%%U
AutoCAD SHX Text WHEN BOTH PIPELINES ARE NEW AND CLEARANCE BETWEEN THEM IS LESS THAN 12". WHEN A NEW PIPELINE IS CROSSING OVER AN EXISTING PIPELINE AND THE CLEARANCE BETWEEN THEM IS LESS THAN 12", PLACE CLSM TO SPRINGLINE OF EXISTING PIPE. AT ALL PIPE CROSSINGS WHERE A NEW PIPELINE IS CROSSING UNDER AN EXISTING PIPELINE. REFER TO SPECIFICATION SECTION 31 23 23.15 FOR CLSM REQUIREMENTS.
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CLSM
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MINIMUM ALLOWABLE CLEARANCE IS 3"
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CONTROLLED LOW-STRENGTH MATERIAL (CLSM)
ON ALL SIDES
Grand Canyon National Park
Phantom Ranch
AutoCAD SHX Text 3125-140
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TEMPORARY STOCKPILE COVERING
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NTS
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MAXIMUM SLOPE
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MAX
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ROCK LINED DITCH AROUND STOCKPILE. 2:1 MAXIMUM SIDE SLOPES, TYP
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3', TYP
AutoCAD SHX Text 10'
AutoCAD SHX Text ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH. ALL SEAMS SHALL HAVE A MINIMUM 12" OVERLAP. SEAMS PARALLEL TO THE SLOPE CONTOUR SHALL HAVE THE UPHILL SHEET OVERLAP THE DOWN HILL SHEET. NO SURFACE RUN-OFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. DRAINAGE FROM AREAS COVERED BY REINFORCED PLASTIC SHEETING SHALL BE CONTROLLED SUCH THAT NO DISCHARGE OCCURS DIRECTLY ONTO UNCONTROLLED DISTURBED AREAS OF THE CONSTRUCTION SITE. ALL SAND BAGS SHALL BE MAINTAINED IN PLACE WITH ROPE.
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TEMPORARY STOCKPILED MATERIAL
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REINFORCED BLACK PLASTIC COVERING, 6 MIL MINIMUM
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SAND BAGS, TYP
EXISTING GROUND
Grand Canyon National Park
Phantom Ranch
AutoCAD SHX Text 3305-730
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PIPE CONNECTIONS
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NTS
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SST BAND
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FLEXIBLE CONNECTOR
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FLEXIBLE KOR-N-SEAL BAND INTERNAL
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PRE-CAST OR CORE DRILLED HOLE
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PROCESS PIPE
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MANHOLE WALL EARTH SIDE
MANHOLE WALL INTERIOR SIDE
Grand Canyon National Park
Phantom Ranch
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PIPE SUPPORT
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NTS
AutoCAD SHX Text 4005-558
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1/4" PLATE STIFFENERS AS REQUIRED
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1/2" CONCRETE ANCHORS
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1 5/8" WIDE X 1/4" THICK "U" SUPPORT (MIN TWO PER SUPPORT)
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SST FRAMING SUPPORT SYSTEM
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PIPE CLAMP
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1 5/8" WIDE X 1/4" THICK "U" SUPPORT (MIN TWO PER SUPPORT)
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1/2" CONCRETE ANCHOR, TYP
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1" MIN NON-SHRINK GROUT
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FINISHED CONCRETE
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FLOOR MOUNTING METHOD
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AT STIFFENERS
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PLAN (FLOOR MOUNTING)
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PLAN (WALL MOUNTING)
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WALL MOUNTING METHOD
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WHEN STIFFENERS ARE NOT REQUIRED
PIPE CLAMP WITH CLAMPING NUT
Grand Canyon National Park
Phantom Ranch
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WALL PIPE PENETRATION SEAL
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NTS
AutoCAD SHX Text 4027-607
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PIPE SLEEVE
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PASSING PIPE
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MODULAR MECHANICAL SEAL ASSEMBLY WITH SST BOLTS AND NUTS, AS SPECIFIED
NOTES: 1. FOR SIDES IN CONTACT WITH LIQUID, FILL ANNULAR SPACE WITH FOR SIDES IN CONTACT WITH LIQUID, FILL ANNULAR SPACE WITH GROUT OR CAULKING SUITABLE FOR WASTWATER IMMERSION AND MILD H2S EXPOSURE. SUBMIT PRODUCT TO CORROSION ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
Grand Canyon National Park
Phantom Ranch
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PIPE OD + 2"
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4" UNLESS OTHERWISE SHOWN ON PLANS
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FILL WITH WATERPROOF EXPANDABLE SEALANT, JOINT SHALL BE WATERTIGHT
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STANDARD WEIGHT STL PIPE SLEEVE. HOT DIP GALVANIZE AFTER FABRICATION
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PASSING PIPE
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TOP OF FLOOR
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FLOOR SLEEVE
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NTS
4027-620
Grand Canyon National Park
Phantom Ranch
PLAN
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MANUAL BAR SCREEN
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NTS
AutoCAD SHX Text 4027-804
AutoCAD SHX Text 2"x1/4" BARS AT 1" C/C
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CONCRETE WALL LINE
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5/8" WIDE SLOTS FOR 1/2" DIA BOLTS
DETAIL 1 OF 2
Grand Canyon National Park
Phantom Ranch
SECTION
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MANUAL BAR SCREEN
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NTS
AutoCAD SHX Text 4027-804
AutoCAD SHX Text 2"x1/4" BAR AT 1" C/C
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1/2" DIA SST HILTI ADHESIVE ANCHORS
AutoCAD SHX Text 2 1/2"x2 1/2"x1/4" ANGLE SET IN CONCRETE
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NOTE: 1. MATERIAL: TYPE 316L STAINLESS STEEL MATERIAL: TYPE 316L STAINLESS STEEL
AutoCAD SHX Text 2"x1/4" FLAT BAR WELDED TO 2"x3/8" BARS
AutoCAD SHX Text 1 1/2"x3/16" STRIP ANCHORS WELDED TO ANGLE MAX. 18" C/C
DETAIL 2 OF 2
Grand Canyon National Park
Phantom Ranch
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FLOW
AutoCAD SHX Text A
AutoCAD SHX Text 1/3A
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AutoCAD SHX Text %%uPARSHALL FLUME PLAN%%U
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FLOW
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GROUND WIRE
AutoCAD SHX Text %%uWEIR PLAN%%U
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BOTTOM OF FLUME OR WEIR CREST EL
AutoCAD SHX Text 4" WIDExO.1" THICK SST GROUND PLATE LENGTH TO SUIT
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SST GROUNDING SCREW
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4 TIME MAX WEIR HEAD
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BRACKET, PL 1/4" SST SECURED W/ SST CONC ANCHORS SIZE & SHAPE TO SUIT
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SECURE LOCK DOWN BOLT * TO BRACKET WHEN FLOW ELEMENT IN PLACE
AutoCAD SHX Text %%uFLUME OF WEIR FLOW ELEMENT INSTALLATION%%U
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FLOW ELEMENT *
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CABLE TO TRANSMITTER *
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MOUNTING TRACK *
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$FILENAME
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$PLOTDATE
AutoCAD SHX Text NOTES: COMPONENTS DESIGNATED BY * ARE SUPPLIED BY THE INSTRUMENT MANUFACTURER. 1. MOUNT TRACK AND GROUND PLATE IN ACCORDANCE WITH MOUNT TRACK AND GROUND PLATE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
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NTS
AutoCAD SHX Text 4091-203
FLUME OF WEIR FLOW ELEMENT INSTALLATION
| Cover 1 |
| Cover 2 |
| Yang Stamp |
| Landman Stamp |
| Peterson Stamp |
| Griebel Stamp |
| Aturaliye Stamp |
| 0310-051 |
| 0310-052 |
| 0310-133 |
| 0315-001 |
| 0315-011 |
| 0315-012 |
| 0315-154 |
| 0330-001 |
| 0330-003 |
| 0330-004 |
| 0330-005 |
| 0330-056 |
| 0330-056 |
| 0330-056 |
| 0512-056 |
| 0512-056 |
| 0553-001 |
| 0553-001 |
| 0553-001 |
| 0553-001 |
| 2605-005B |
| 2605-009B |
| 2605-100B |
| 2605-100C |
| 2605-102 |
| 2605-420 |
| 3123-110 |
| 3123-120 |
| 3123-917 |
| 3125-140 |
| 3125-165 |
| 3305-722 |
| 3305-725 |
| 3305-730 |
| 3305-740 |
| 4005-558 |
| 4027-607 |
| 4027-620 |
| 4027-804 |
| 4027-804 |
| 4091-203 |
| 4091-204 |
| 4091-248 |
| 4091-250 |
| 4091-255 |
| 4091-260 |
| 4091-302 |
File details come from the government source that posted it. Updated .