B08_-_140P1522R0003_-_Attachment_2_Construction_Drawings_0001.pdf

PDF 11 MB Posted Jun 27, 2022

Attached to: GRCA 229058 NORTH RIM WWTP REHAB
Solicitation number: 140P1522R0003
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Dec 28, 2023

This file attachment relates to a federal solicitation for construction services. The solicitation number is 140P1522R0003 and seeks bids for the GRCA 229058 North Rim Wastewater Treatment Plant Rehabilitation project. The National Park Service Intermountain Region within the Department of the Interior is the contracting agency. The attachment contains construction drawings but no other details are provided regarding response dates, award timing, pricing requirements, or set asides.

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Other files

File	Type	Posted
140P1522R0003_Amd_3_0003.pdf	PDF	Jul 27, 2022
Sol_140P1522R0003_Amd_0003.pdf	PDF	Jul 27, 2022
Sol_140P1522R0003_Amd_0002.pdf	PDF	Jul 19, 2022
140P1522R0003_Amd_2_0002.pdf	PDF	Jul 19, 2022
Sol_140P1522R0003_Amd_0001.pdf	PDF	Jun 27, 2022
Sol_140P1522R0003.pdf	PDF	Jun 23, 2022
Construction_drawings.pdf	PDF	Jun 23, 2022
B08_140P1522R0003_-_Solicitation.pdf	PDF	Jun 23, 2022

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JACOB LAKE

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VULCANS

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THRONE

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TUWEEP

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HUALAPAI

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HILLTOP

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DRY CANYON

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CANYON

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SEPARATION

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MOLLIES

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SOLITUDE

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NATIONAL

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INDIAN

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RESERVATION

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NAVAJO

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NATIONAL

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FOREST

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VALLEY

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COLORADO RIVER

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RIVER

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LITTLE

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COLORADO

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NORTH RIM

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CATARACT

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CANYON

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CANYON RIM

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ALT

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DIAMOND

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TO WILLIAMS

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RIM

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NATIONAL

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CANYON

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HUALAPAI

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COLORADO

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HERMITS

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REST

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PEACH SPRINGS,

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SELIGMAN &

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NORTH

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RIM

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SOUTH

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RIM

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LEE'S

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FERRY

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HQ.

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CREEK

AutoCAD SHX Text BOUNDARY ON SOUTH BANK OF COLORADO RIVER (SUBJECT TO CONCURRENCE OF HUALAPAI TRIBE)

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BOUNDARY ON CANYON RIM (SUBJECT TO CONCURRENCE OF NAVAJO TRIBE)

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FLAGSTAFF

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BULLHEAD

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CITY

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KINGMAN

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CITY

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PRESCOTT

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WINSLOW

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JACOB

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NEVADA

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UTAH

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UTAH

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ARIZONA

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GLEN

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GRAND

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CANYON

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NATIONAL

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PARK

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PAGE

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GRAND CANYON NATIONAL PARK

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WORLD HERITAGE SITE

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UNESCO

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PARK BOUNDARY

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UNPAVED ROAD

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VISITOR CENTER

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RANGER STATION

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PARK HEADQUARTERS

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HQ.

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TRAIL

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RIVER

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LEGEND

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PAVED ROAD

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SCALE OF KILOMETERS

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SCALE OF MILES

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SCALE OF MILES

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AutoCAD SHX Text 4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\3 Attachments\8b - GRCACOV.dwg

AutoCAD SHX Text BASIC DATA: LAND STATUS MAP 113/80,011 7/75; PARK MINI FOLDER 1989; REVISED & REDRAWN 2/91. UPDATED 11/98. SGS.

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STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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NORTH RIM WASTEWATER TREATMENT PLANT

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COCONINO

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ARIZONA

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CONSTRUCTION DRAWINGS

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GRAND CANYON NATIONAL PARK

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INTERIOR REGIONS 6, 7, & 8

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NORTHERN

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ARIZONA

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REHABILITATION OF NORTH RIM WWTP VALVES, PUMPS, AND HEADWORKS

THIS PROJECT

AutoCAD SHX Text AMP AMPERAGE AMPERAGE ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INITIATIVE APPROX. APPROXIMATELY APPROXIMATELY ASME AMERICAN SOCIETY OF MECHANICAL AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING & AMERICAN SOCIETY FOR TESTING & MATERIALS AWT ADVANCED WASTEWATER TREATMENT ADVANCED WASTEWATER TREATMENT AWWA AMERICAN WATER WORKS AMERICAN WATER WORKS ASSOCIATION BOT BOTTOM BOTTOM CO CONTRACTING OFFICER CONTRACTING OFFICER CP CONTROL POINT CONTROL POINT CSA CANADIAN STANDARDS ASSOCIATION CANADIAN STANDARDS ASSOCIATION DI DUCTILE IRON DUCTILE IRON DIA./ DIAMETER DR DIMENSION RATIO DIMENSION RATIO DWG DRAWING DRAWING EG EXISTING GROUND EXISTING GROUND EL ELEVATION ELEVATION ELEV ELEVATION ELEVATION FL FLANGE FLANGE FL FLOW LINE FLOW LINE HP HORSE POWER HORSE POWER HWL HIGH WATER LEVEL HIGH WATER LEVEL HZ HERTZ HERTZ I.E. INVERT ELEVATION INVERT ELEVATION INV INVERT INVERT LF LINEAR FEET LINEAR FEET MAX. MAXIMUM MAXIMUM MIN MINIMUMMINIMUM

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ABBREVIATIONS

AutoCAD SHX Text MM MILLIMETER MILLIMETER MJ MECHANICAL JOINT MECHANICAL JOINT NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTS NOT TO SCALE NOT TO SCALE OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PH PHASE PHASE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS RTFE REINFORCED TEFLON REINFORCED TEFLON SCH SCHEDULE SCHEDULE SDR STANDARD DIAMETER RATIO STANDARD DIAMETER RATIO SPEC. SPECIFICATIONS SPECIFICATIONS SS STAINLESS STEEL STAINLESS STEEL T.O.P. TOP OF PIPE TOP OF PIPE TYP TYPICAL TYPICAL UL UNDERWRIGHTER LABORATORIES UNDERWRIGHTER LABORATORIES VFD VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE V VOLTAGEVOLTAGE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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T. FRANCIS

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T. FRANCIS

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M. FINKEN

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NORTH RIM WASTEWATER TREATMENT PLANT

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GRAND CANYON NATIONAL PARK

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GENERAL NOTES AND SHEET INDEX

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AutoCAD SHX Text GENERAL NOTES: 1. TREATMENT PLANT TYPICALLY OPERATES FROM EARLY MAY UNTIL EARLY OCTOBER. COORDINATE WITH CONTRACTING OFFICER FOR EXACT DATES. NO TREATMENT PLANT TYPICALLY OPERATES FROM EARLY MAY UNTIL EARLY OCTOBER. COORDINATE WITH CONTRACTING OFFICER FOR EXACT DATES. NO INTERRUPTION OF TREATMENT PROCESS ALLOWED DURING CONSTRUCTION. IT IS ANTICIPATED THAT SOME OF THE WORK WILL OCCUR WHILE THE PLANT IS SHUT DOWN FOR THE SEASON. SEE SECTION 011100 SUMMARY OF WORK. 2. ALL PIPING, VALVES, AND EQUIPMENT USED SHALL BE RATED FOR USE WITH WASTEWATER. ALL PIPING, VALVES, AND EQUIPMENT USED SHALL BE RATED FOR USE WITH WASTEWATER. 3. THE EXISTING UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL EXISTING THE EXISTING UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING TO DETERMINE AND VERIFY EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. IF ANY EXISTING UTILITY IS DAMAGED DURING CONSTRUCTION, CONTACT AND COORDINATE WITH THE UTILITY PROVIDER IMMEDIATELY, REPAIR OR REPLACE THE DAMAGED EXISTING UTILITY PER THE UTILITY PROVIDER'S RECOMMENDATIONS AND REQUIREMENTS AT NO COST TO NPS. 4. REFER TO SHEET C1.1 & C1.2 MATERIAL STAGING REQUIREMENTS. REFER TO SHEET C1.1 & C1.2 MATERIAL STAGING REQUIREMENTS. C1.1 & C1.2 MATERIAL STAGING REQUIREMENTS. & C1.2 MATERIAL STAGING REQUIREMENTS. 5. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE SITE PLANS AND DETERMINE ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE SITE PLANS AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, BOULDERS, SIDEWALKS, CULVERTS, UTILITIES AND OTHER SITE IMPROVEMENTS AND MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BID. 6. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND STATE OF ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS, AND US PUBLIC HEALTH SERVICE. 7. THE CONTRACTOR IS TO LIMIT THE AREA OF DISTURBANCE TO THE EXTENT NECESSARY TO COMPLETE WORK, OR AS ADVISED BY THE CONTRACTING THE CONTRACTOR IS TO LIMIT THE AREA OF DISTURBANCE TO THE EXTENT NECESSARY TO COMPLETE WORK, OR AS ADVISED BY THE CONTRACTING OFFICER. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK. 8. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. RESTORE ALL SURFACES DISTURBED AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS.

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%%UDETAIL NOTE

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NTS

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DETAIL SHEET REFERENCE

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PLAN SHEET TO DETAIL SHEET REFERENCE

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XXXXXXX

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SECTION OR DETAIL IDENTIFICATION SYMBOLS

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SECTION

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SECTION VIEW ELEVATION VIEW LOCATION

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SECTION VIEW PLAN VIEW LOCATION

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SHEET INDEX

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SHEET NO.

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SUB SHEET NO.

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SHEET TITLE

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COVER

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GENERAL NOTES AND SHEET INDEX

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SITE LAYOUT

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STAGING LAYOUT

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PROCESS FLOW DIAGRAM

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AWT BACKWASH VALVE REPLACEMENT DETAIL

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AWT BACKWASH WASTE VALVE REPLACMENT DETAIL

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SAFETY LADDER IN SLUDGE DIGESTION BASIN

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REPLACE COMMINUTOR WITH OVERFLOW CHANNEL

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SLUDGE PUMP MODIFICATION

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EQUALIZATION PUMP REPLACEMENT

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STRUCTURAL GENERAL NOTES

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ROOF FOUNDATION PLAN

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ROOF FRAMING PLAN

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ROOF ELEVATIONS

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ROOF FRAMING DETAILS

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ELECTRICAL GENERAL LEGEND

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INSTRUMENTATION GENERAL LEGEND

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ELECTRICAL NORTH RIM BUILDING

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ELECTRICAL BASIN LIGHTING PLAN

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ELECTRICAL/INSTRUMENTATION DETAILS SHEET 1

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ELECTRICAL/INSTRUMENTATION DETAILS SHEET 2

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ELECTRICAL MCC ONE-LINE

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ELECTRICAL PLC ONE-LINE

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

DATE:

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DESIGNED:

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SUB SHEET NO.

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SHEET

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T. FRANCIS

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T. FRANCIS

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M. FINKEN

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NORTH RIM WASTEWATER TREATMENT PLANT

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GRAND CANYON NATIONAL PARK

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SITE LAYOUT

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SLUDGE DRYING BED

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RECLAIMED WATER TANK

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SEPTIC TANK

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FLUSH LINE

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ULTRASONIC FLOW METER FLUME

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HEADWORKS STRUCTURE MODIFICATIONS

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IN LINE GRINDER VAULT (GRINDER NOT IN USE)

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REPLACE EXISTING SLUDGE PUMP

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VALVE VAULT

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EXISTING EFFLUENT PUMPS

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TERTIARY TREATMENT FILTER UNIT

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REPLACE AWT BACKWASH (KNIFE) VALVE.

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REPLACE AWT BACKWASH WASTE (DUMP) VALVE

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REPLACE EXISTING EQUALIZATION PUMPS

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OFFICE/ LAB

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TOILET

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REPLACE EXISTING STAINLESS STEEL LADDER

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AutoCAD SHX Text NOTES: 1. ROOF INSTALLED OVER SLUDGE DIGESTION, ROOF INSTALLED OVER SLUDGE DIGESTION, EQUALIZATION, AND SETTLING COMPARTMENTS. SEE STRUCTURAL SHEETS. 2. UPDATE ELECTRICAL COMPONENTS, SEE UPDATE ELECTRICAL COMPONENTS, SEE ELECTRICAL SHEETS E1.1 TO E6.2.

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LIMITS OF DISTURBANCE FOR ROOF CONSTRUCTION

AutoCAD SHX Text THIS DRAWING IS NOT TO SCALE, DERIVED FROM NPS PROVIDED 1970'S CONSTRUCTION DRAWINGS

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EQUALIZATION COMPARTMENT

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RECLAIMED WATER PUMP ROOM

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BLOWER ROOM

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STORAGE ROOM

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CHLORINATION ROOM

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AERATION COMPARTMENTS

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STAGING AREA SEE SHEET C1.2C1.2

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SLUDGE DIGESTION TANK

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

MAIN ROAD

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DATE:

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T. FRANCIS

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T. FRANCIS

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M. FINKEN

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NORTH RIM WASTEWATER TREATMENT PLANT

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GRAND CANYON NATIONAL PARK

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STAGING LAYOUT

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AutoCAD SHX Text LINDBERGH HILL STAGING AREA NOTES: 1. TEMPORARY FACILITIES TEMPORARY FACILITIES 2. CONSTRUCTION MATERIALS CONSTRUCTION MATERIALS 3. EQUIPMENT EQUIPMENT 4. LIMITED PERSONNEL LIMITED PERSONNEL 5. OVERNIGHT ACCOMMODATIONS OVERNIGHT ACCOMMODATIONS 6. CONTRACTOR MAY BRING THEIR RVs AND PARK CONTRACTOR MAY BRING THEIR RVs AND PARK FOR OVERNIGHT ACCOMMODATIONS, EQUIPMENT, AND MATERIALS. 7. RVs NEED TO BE SELF-SUSTAINING.RVs NEED TO BE SELF-SUSTAINING.

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LINDBERGH HILL STAGING AREA

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NORTH RIM WWTP STAGING

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SITE MAP

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STAGING MAP LOCATIONS

AutoCAD SHX Text NORTH RIM WWTP NOTES: 1. CONSTRUCTION MATERIALS CONSTRUCTION MATERIALS 2. EQUIPMENT EQUIPMENT 3. SEE SHEET C1.1 FOR STAGING IN PLANT AREASEE SHEET C1.1 FOR STAGING IN PLANT AREA

AutoCAD SHX Text GENERAL NOTES: 1. DISTANCE BETWEEN LINDBERGH HILL AND NORTH DISTANCE BETWEEN LINDBERGH HILL AND NORTH RIM WWTP APROX. 8.1 MILES. 2. DISTANCE FROM PARK ENTRANCE TO LINDBERGH DISTANCE FROM PARK ENTRANCE TO LINDBERGH HILL APROX. 3.8 MILES. 3. LIMITED PERSONNEL DETERMINED BY CONTRACTING LIMITED PERSONNEL DETERMINED BY CONTRACTING OFFICER.

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NORTH RIM LODGE

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PARK ENTRANCE

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MAIN ROAD

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ACCESS ROAD (HELIBASE RD)

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STAGING AREA LIMITS

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T. FRANCIS

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T. FRANCIS

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M. FINKEN

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NORTH RIM WASTEWATER TREATMENT PLANT

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GRAND CANYON NATIONAL PARK

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TO TRANSEPT CANYON OUTFALL

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DIGESTION TANK

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EXISTING SEPTIC TANK

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AERATION TANK

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SETTLING TANK 1

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SETTLING TANK 2

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HYDRO-PNEUMATIC TANK

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RECYCLED WATER

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FIRE PUMPS REMOVED FROM SYSTEM

AutoCAD SHX Text

LEVEL INDICATORS

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RECLAIMED WATER STORAGE

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OVERFLOW AND DRAIN

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TERTIARY UNIT

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POLYMER

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CHLORINE

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INTERMEDIATE EFFLUENT PUMP SUMP

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LEVEL CONTROL FOR PUMPS

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FLOCCULATION

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SETTLING

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FILTRATION

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RECLAIMED WATER SYSTEM, PLANT WATER ONLY

AutoCAD SHX Text

EFFLUENT PUMPS

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BLOWERS

AutoCAD SHX Text

EMERGENCY BYPASS TO SEPTIC TANK FROM SETTLED WATER PUMPS FOR DRAINAGE ONLY

AutoCAD SHX Text

FLOW RECORDER

AutoCAD SHX Text

FLOW INDICATOR

AutoCAD SHX Text

RAW SEWAGE DIVERSION BOX

AutoCAD SHX Text

MANHOLE WITH 3 WAY VALVE

AutoCAD SHX Text

FLOW CONTROL VALVE

AutoCAD SHX Text

RETURN ACTIVATED SLUDGE

AutoCAD SHX Text

FLOW CONTROL CHAMBER

AutoCAD SHX Text

LEVEL CONTROLLER FOR EQUALIZATION PUMPS

AutoCAD SHX Text

WASTE SLUDGE

AutoCAD SHX Text

RETURN ACTIVATED SLUDGE

AutoCAD SHX Text

AIR LIFT

AutoCAD SHX Text

WASH WATER

AutoCAD SHX Text

BACKWASH VALVE

AutoCAD SHX Text

SOLENOID VALVE

AutoCAD SHX Text

PRESSURE REGULATOR

AutoCAD SHX Text

EMERGENCY BYPASS

AutoCAD SHX Text

CHLORINATOR OPERATING WATER SUPPLY

AutoCAD SHX Text

AIR LIFT

AutoCAD SHX Text NOTES 1. DESIGN CAPACITY = 110 GPM. OR DESIGN CAPACITY = 110 GPM. OR 150,000 GALLONS PER DAY PEAK FLOW.

AutoCAD SHX Text C1.3

AutoCAD SHX Text

PROCESS FLOW DIAGRAM

AutoCAD SHX Text

SLUDGE DRYING BEDS

AutoCAD SHX Text

IN-LINE GRINDER VAULT

AutoCAD SHX Text

AWT FILTER (NEPTUNE MICROFLOC)

AutoCAD SHX Text

TO DRAINFIELD

AutoCAD SHX Text

DUMP (BACKWASH WASTE) VALVE

AutoCAD SHX Text

SLUDGE PUMP

AutoCAD SHX Text

EQUALIZATION PUMPS

AutoCAD SHX Text

FLOW MEASURING FLUME

AutoCAD SHX Text

HEADWORKS STRUCTURE

AutoCAD SHX Text

INLET CHAMBER

AutoCAD SHX Text A

AutoCAD SHX Text C2.4

AutoCAD SHX Text A

AutoCAD SHX Text C2.5

AutoCAD SHX Text A

AutoCAD SHX Text C2.1

AutoCAD SHX Text C

AutoCAD SHX Text C2.6

AutoCAD SHX Text A

AutoCAD SHX Text C2.2

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

Pipe Size A inch mm

10.1

256.0

6.30

9.0

229.0

6.1

155.0

16.2

411.0

20.7

525.0

4.4

111.0

1.0

25.0

T V

9.0

229.0

0.9

23.9

W Y

8) 0.7

7.5

190.5 8) 19.0

3.9

100.0

77.4 / 78.7 lb

35.1 / 35.7 kg

P (AC/DC)

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.1

AutoCAD SHX Text

AWT BACKWASH VALVE REPLACEMENT DETAIL

AutoCAD SHX Text

REMOVE EXISTING KNIFE VALVE

AutoCAD SHX Text

PRESERVE EXISTING BYPASS LINE

AutoCAD SHX Text

PRESERVE EXISTING 6"X6"X4" DUCTILE IRON TEE

AutoCAD SHX Text

PRESERVE EXISTING 6"X6"X4" DUCTILE IRON TEE

AutoCAD SHX Text ELECTRONICALLY ACTUATED BALL VALVE FEATURES ACTUATED BALL VALVE FEATURES 1. DIRECT MOUNT ISO5211 FULL PORT STAINLESS STEEL BALL VALVE DIRECT MOUNT ISO5211 FULL PORT STAINLESS STEEL BALL VALVE 2. 2-PIECE ANSI CLASS 150 FLANGED BODY 2-PIECE ANSI CLASS 150 FLANGED BODY 3. 275 PSI WORKING PRESSURE AT 100°F (38°C) 275 PSI WORKING PRESSURE AT 100°F (38°C) 4. HIGHLY VISUAL DOME STYLE VALVE POSITION INDICATOR HIGHLY VISUAL DOME STYLE VALVE POSITION INDICATOR 5. RUGGED ALUMINUM TYPE 4X WEATHERPROOF ENCLOSURE RUGGED ALUMINUM TYPE 4X WEATHERPROOF ENCLOSURE 6. HEAVY DUTY MOTORS WITH OVERLOAD PROTECTION HEAVY DUTY MOTORS WITH OVERLOAD PROTECTION 7. THERMOSTATICALLY CONTROLLED ANTI-CONDENSATION HEATER THERMOSTATICALLY CONTROLLED ANTI-CONDENSATION HEATER 8. MANUAL OVERRIDE WITH END OF TRAVEL MECHANICAL STOPS MANUAL OVERRIDE WITH END OF TRAVEL MECHANICAL STOPS 9. TWO AUXILIARY LIMIT SWITCHES INCLUDED WITH ON-OFF UNITS TWO AUXILIARY LIMIT SWITCHES INCLUDED WITH ON-OFF UNITS 10. TRIPLE RTFE/VITON LIVE LOADED STEM SEALS, ADJUSTABLE TRIPLE RTFE/VITON LIVE LOADED STEM SEALS, ADJUSTABLE 11. SILICONE FREE VALVE WITH ANTI-STATIC DEVICE SILICONE FREE VALVE WITH ANTI-STATIC DEVICE 12. ACTUATOR CSA LISTED PER UL429 AND CSA C22.2ACTUATOR CSA LISTED PER UL429 AND CSA C22.2

AutoCAD SHX Text

VALVE REPLACEMENT CONFIGURATION

AutoCAD SHX Text A

AutoCAD SHX Text C2.1

AutoCAD SHX Text

PRESERVE EXISTING 4" GATE VALVE

AutoCAD SHX Text

PRESERVE EXISTING 6"X6"X4" DUCTILE IRON TEE

AutoCAD SHX Text ELECTRIC ACTUATED STAINLESS STEEL BALL VALVE, VALWORKS SERIES 5660 OR APPROVED EQUAL

AutoCAD SHX Text

4" DUCTILE IRON SPACER SPOOL

AutoCAD SHX Text

PRESERVE EXISTING 4" BYPASS LINE

AutoCAD SHX Text

PRESERVE EXISTING 4"X6" REDUCER

AutoCAD SHX Text

EXISTING CONFIGURATION AND DEMOLITION

AutoCAD SHX Text

NTS

AutoCAD SHX Text A

AutoCAD SHX Text C2.1

AutoCAD SHX Text

PRESERVE EXISTING 6"X6"X4" DUCTILE IRON TEE

AutoCAD SHX Text 4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

PRESERVE EXISTING 4"X6" REDUCER

Pipe Size A inch mm

6.4

162.0

6.2

157.0

4.7

118.5

3.9

100.0

5.8

147.0

8) 5/8-11

7.5

190.5

12.8

324.0

17.2

438.0

2.2

56.0

1.0

F05/F07

25.0

22.1 / 22.6 lbs

10.0 / 10.3 kg

ISO Weight (AC/DC)

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.2

AutoCAD SHX Text

AWT BACKWASH WASTE VALVE REPLACMENT DETAIL

AutoCAD SHX Text

AutoCAD SHX Text ELECTRONICALLY ACTUATED BUTTERFLY VALVE FEATURES 1. DIRECT MOUNT LUG BUTTERFLY VALVE WITH ISO5211 DIRECT MOUNT LUG BUTTERFLY VALVE WITH ISO5211 MOUNT 2. EPOXY COATED DUCTILE IRON BODY WITH 316 SS DISC EPOXY COATED DUCTILE IRON BODY WITH 316 SS DISC 3. UNIQUE WAVE LINE SEAT REDUCES TORQUE AND UNIQUE WAVE LINE SEAT REDUCES TORQUE AND EXTENDS SEAL LIFE 4. VISUAL VALVE POSITION INDICATOR VISUAL VALVE POSITION INDICATOR 5. RUGGED ALUMINUM TYPE 4X WEATHERPROOF ACTUATOR RUGGED ALUMINUM TYPE 4X WEATHERPROOF ACTUATOR 6. HEAVY DUTY MOTORS WITH OVERLOAD PROTECTION HEAVY DUTY MOTORS WITH OVERLOAD PROTECTION 7. THERMOSTATICALLY CONTROLLED ANTI-CONDENSATION THERMOSTATICALLY CONTROLLED ANTI-CONDENSATION HEATER 8. MANUAL OVERRIDE WITH END OF TRAVEL MECHANICAL MANUAL OVERRIDE WITH END OF TRAVEL MECHANICAL STOPS 9. TWO AUXILIARY POSITION CONFIRMATION LIMIT SWITCHES TWO AUXILIARY POSITION CONFIRMATION LIMIT SWITCHES 10. ACTUATORS CSA LISTED PER UL429 AND CSA C22.2ACTUATORS CSA LISTED PER UL429 AND CSA C22.2

AutoCAD SHX Text MODIFY PLUMBING IF REQUIRED TO FIT PROPOSED ELECTRONICALLY ACTUATED BUTTERFLY VALVE

AutoCAD SHX Text REMOVE AIRLINE AND ALL ASSOCIATED COMPONENTS BETWEEN EXISTING VALVE AND COMPRESSOR

AutoCAD SHX Text

REMOVE EXISTING PNEUMATIC ACTUATED BUTTERFLY VALVE

AutoCAD SHX Text

VALVE REPLACEMENT CONFIGURATION

AutoCAD SHX Text A

AutoCAD SHX Text C2.2

AutoCAD SHX Text

EXISTING TERTIARY UNIT TANK WALL

AutoCAD SHX Text

PRESERVE EXISTING 4" WELDEDSTEEL PIPE

AutoCAD SHX Text

PRESERVE EXISTING 4" PIPECONNECTION TO TANK

AutoCAD SHX Text

4" ELECTRIC ACTUATED BUTTERFLY VALVE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

EXISTING CONFIGURATION AND DEMOLITION

AutoCAD SHX Text

TO DUMP TANK

AutoCAD SHX Text NOTES: 1. ALL FLANGED CONNECTIONS ARE TO BE GASKETED WITH FULL ALL FLANGED CONNECTIONS ARE TO BE GASKETED WITH FULL FACE RUBBER GASKETS AND BOLTED TOGETHER WITH CORROSION RESISTANT STAINLESS STEEL BOLTS. 2. CONTRACTOR TO DISCONNECT AND REMOVE COMPRESSOR AND CONTRACTOR TO DISCONNECT AND REMOVE COMPRESSOR AND ALL AIR LINES BETWEEN EXISTING VALVE AND AIR COMPRESSOR. TURN COMPRESSOR OVER TO THE PARK.

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.3

AutoCAD SHX Text

SAFETY LADDER IN SLUDGE DIGESTION BASIN

AutoCAD SHX Text

3/4" STAINLESS STEEL RUNGS

AutoCAD SHX Text

1/4"X2" STAINLESS STEEL MOUNTING BRACKETS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

STAINLESS STEEL LADDER

AutoCAD SHX Text A

AutoCAD SHX Text C2.3

AutoCAD SHX Text

STAINLESS STEEL ANCHOR BOLTS PER MANUFACTURER RECOMMENDATIONS TYP. OF 6

AutoCAD SHX Text

EXISTING WALKWAY

AutoCAD SHX Text NOTES: 1. LADDER TO BE COTTERMAN F17W WITH STAINLESS LADDER TO BE COTTERMAN F17W WITH STAINLESS STEEL COATING OR APPROVED EQUAL. 2. ALL HARDWARE EQUIPMENT USED FOR LADDER TO BE ALL HARDWARE EQUIPMENT USED FOR LADDER TO BE CORROSION RESISTANT STAINLESS STEEL. 3. LADDER DESIGN AND INSTALLATION TO MEET OSHA LADDER DESIGN AND INSTALLATION TO MEET OSHA STANDARD. 4. EXISTING LADDER TO BE REMOVED AND SALVAGED TO EXISTING LADDER TO BE REMOVED AND SALVAGED TO THE PARK.

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PLAN VIEW

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

C2.4

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.4

AutoCAD SHX Text

REPLACE COMMINUTOR WITH OVERFLOW CHANNEL

AutoCAD SHX Text

HEADWORKS STRUCTURE MODIFICATIONS

AutoCAD SHX Text A

AutoCAD SHX Text C2.4

AutoCAD SHX Text EXISTING SLIDE GATE TO BE MODIFIED TO ALLOW FLOW TO ENTER OVERFLOW CHANNEL WHEN WATER LEVEL IN PRIMARY CHANNEL RISES, WEIR TO REMAIN REMOVABLE

AutoCAD SHX Text

EXISTING SLIDE GATE TO BE REMOVED AND SALVAGED TO PARK

AutoCAD SHX Text

EXISTING COMMINUTOR TO BE REMOVED

AutoCAD SHX Text

SLIDE GATE TO BE REMOVED

AutoCAD SHX Text

EXISTING BAR SCREENS TO REMAIN IN PLACE

AutoCAD SHX Text EXISTING SLIDE GATE TO BE SHORTENED TO 6" BELOW THE TOP OF THE CHANNEL TO ALLOW FLOW TO ENTER OVERFLOW CHANNEL WHEN WATER LEVEL IN PRIMARY CHANNEL RISES

AutoCAD SHX Text

EXISTING BAR SCREENS TO REMAIN IN PLACE

AutoCAD SHX Text

CHANNEL CONFIGURATION

AutoCAD SHX Text

DEMOLITION DETAILS

AutoCAD SHX Text

EXISTING CHANNEL CONFIGURATION

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

REMOVE CONCRETE TO CREATE CHANNEL

AutoCAD SHX Text

FILL EXISTING CHANNEL

AutoCAD SHX Text

AutoCAD SHX Text C2.4

AutoCAD SHX Text NOTES: 1. SEE SPECIFICATION SECTION 033000 FOR SEE SPECIFICATION SECTION 033000 FOR CAST IN PLACE CONCRETE REQUIREMENTS. 2. SEE SPECIFICATION SECTION 032000 FOR SEE SPECIFICATION SECTION 032000 FOR CONCRETE REINFORCEMENT REQUIREMENTS

AutoCAD SHX Text

CHANNEL BOTTOM

AutoCAD SHX Text

EPOXY DOWEL BAR INTO EXISTING STRUCTURE, 4" EMBED TYP.

AutoCAD SHX Text

VERTICAL #4 REBAR SUPPORT, EPOXY INTO EXISTING 4" EMBED TYP.

AutoCAD SHX Text

3/4" LAYER OF NON-SHRINK GROUT ON ALL NEW CONCRETE AND SEAMS

AutoCAD SHX Text

HORIZONTAL #4 REBAR SUPPORT, 2 PER SIDE

AutoCAD SHX Text

3/4" LAYER OF NON-SHRINK GROUT ON ALL NEW CONCRETE AND SEAMS

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

REMOVE COMMINUTOR WIRING BACK TO CONTROL PANEL AND SEAL CONDUIT.

AutoCAD SHX Text

BOLT NEW HANDLE TO SLIDE GATE

AutoCAD SHX Text

AutoCAD SHX Text C2.4

AutoCAD SHX Text

EPOXY DOWEL BAR INTO EXISTING STRUCTURE, 4" EMBED TYP.

AutoCAD SHX Text

SECTION BB

AutoCAD SHX Text

TWO #4 REBAR PIECES PER HORIZONTAL STRETCH TO ALLOW FOR DOWEL EMBEDING

AutoCAD SHX Text NOTE: 1. SPACING TYPICAL FOR ALL HORIZONTAL REBAR SUPPORTS.SPACING TYPICAL FOR ALL HORIZONTAL REBAR SUPPORTS.

AutoCAD SHX Text

AutoCAD SHX Text C2.4

AutoCAD SHX Text

SECTION BB

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

WALKWAY

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.5

AutoCAD SHX Text

SLUDGE PUMP MODIFICATION

AutoCAD SHX Text

SLUDGE PUMP WITH GUIDE RAIL SYSTEM

AutoCAD SHX Text A

AutoCAD SHX Text C2.5

AutoCAD SHX Text

SUBMERSIBLE SOLIDS HANDLING PUMP FOR MOVING SLUDGE TO DRYING BEDS

AutoCAD SHX Text

1/4" STAINLESS STEEL LIFT OUT CHAIN

AutoCAD SHX Text

2" SCH 40 STAINLESS STEEL GUIDE RAILS

AutoCAD SHX Text

AUTO-COUPLING DISCHARGE ELBOW, REMOVE EXISTING ELBOW

AutoCAD SHX Text NOTES: 1. EXISTING PUMP CALLED OUT AS BARNES MODEL 4SE-HL 7.5 HP SUBMERSIBLE EXISTING PUMP CALLED OUT AS BARNES MODEL 4SE-HL 7.5 HP SUBMERSIBLE PUMP. 2. REPLACE EXISTING PUMP WITH BARNES MODEL 4SE-HL 10 HP SUBMERSIBLE REPLACE EXISTING PUMP WITH BARNES MODEL 4SE-HL 10 HP SUBMERSIBLE PUMP OR APPROVED EQUAL.

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

EXISTING 4" CAST IRON DISCHARGE PIPE

AutoCAD SHX Text

STAINLESS STEEL TOP RAIL SUPPORT

AutoCAD SHX Text

SUBMERSIBLE SOLIDS HANDLING PUMP FOR MOVING SLUDGE TO DRYING BEDS

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

TO SLUDGE DRYING BEDS

AutoCAD SHX Text

TOP RAIL SUPPORT

AutoCAD SHX Text

2" STAINLESS STEEL GUIDE RAIL SUPPORT

AutoCAD SHX Text

PROTECT EXISTING DISCHARGE PIPING IN PLACE

AutoCAD SHX Text

EXISTING OVERHANG

AutoCAD SHX Text

MODIFY PLUMBING AS NEEDED FOR PROPOSED DISCHARGE ELBOW

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 175223

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

T. FRANCIS

AutoCAD SHX Text

M. FINKEN

AutoCAD SHX Text 04/06/2022

AutoCAD SHX Text

NORTH RIM WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

GRAND CANYON NATIONAL PARK

AutoCAD SHX Text 229058

AutoCAD SHX Text C2.6

AutoCAD SHX Text

EQUALIZATION PUMP REPLACEMENT

AutoCAD SHX Text

REPLACE EQUALIZATION PUMPS

AutoCAD SHX Text A

AutoCAD SHX Text C2.6

AutoCAD SHX Text NOTES: 1. ISOLATION VALVES ON THE DISCHARGE OF THE PUMPS ARE TO BE REPLACED WITH 4" VAL-MATIC ISOLATION VALVES ON THE DISCHARGE OF THE PUMPS ARE TO BE REPLACED WITH 4" VAL-MATIC CAM-CENTRIC PLUG VALVES OR APPROVED EQUAL. 2. PUMPS ARE LOCATED IN DRY PIT THAT IS CONFINED SPACE, CONTRACTOR TO FOLLOW ALL OSHA PUMPS ARE LOCATED IN DRY PIT THAT IS CONFINED SPACE, CONTRACTOR TO FOLLOW ALL OSHA CONFINED SPACE REGULATIONS DURING PUMP REPLACEMENT.

AutoCAD SHX Text

BOLT REPLACEMENT PUMPS TO THE FLOOR PER MANUFACTURER RECOMMENDATIONS

AutoCAD SHX Text

PROTECT EXISTING 4" D.I. SUCTION PIPE IN PLACE

AutoCAD SHX Text REPLACE EXISTING CRANE DEMMING PUMP IN KIND MODEL 7181 4054 IMPELLER DIAMETER 7-5/8" MOTOR 230V/460V, 2 HP, 3 PH, 60 HZ

AutoCAD SHX Text

PROTECT EXISTING 4" D.I. DISCHARGE PIPE IN PLACE

AutoCAD SHX Text REPLACE EXISTING CRANE DEMMING PUMP IN KIND MODEL 7181 4054 IMPELLER DIAMETER 8-3/4" MOTOR 230V/460V, 5 HP, 3 PH, 60 HZ

4/6/2022 9:58 AM Tyler.Francis F:\7112.21 NPS - GRCA North Rim WWTP Final Design\Drawings\DWG\Civil\7112.15 GRCA North Rim - Standard\2 Design\SHEETS.dwg

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File details come from the government source that posted it. Updated Jun 27, 2022.