A06 Attachment 2 Valley City Lift Drawings.pdf

PDF 8 MB Posted May 13, 2021

Attached to: ND-VLY CITY NFH-LIFT STATION REPLACEMENT
Solicitation number: 140F0121R0039
Issued by: Department of the Interior Fish and Wildlife Service

View the file

Other files

File	Type	Posted
B08 Attachment 4 Bid Schedule .docx	DOCX document	May 13, 2021
A04 Attachment 1 Valley City Lift.pdf	PDF	May 13, 2021
Sol_140F0121R0039.pdf	PDF	May 13, 2021
B08 Attachment 3 Past Performance Questionnaire.docx	DOCX document	May 13, 2021

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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ASS'T. REGIONAL DIR.

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DATE

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PROGRAM SUPERVISOR

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FACILITIES

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CULTURAL RESOURCES

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DATE

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DATE

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DATE

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DATE

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SAFETY

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DATE

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VALLEY CITY

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NATIONAL FISH HATCHERY

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BARNES COUNTY

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NORTH DAKOTA

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LIFT STATION REPLACEMENT

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COVER SHEET

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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VALLEY CITY NATIONAL FISH HATCHERY

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LIFT STATION REPLACEMENT

AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C NOTES AND LEGEND 3 - 2C EXISTING PHOTOS 1 EXISTING PHOTOS 1 4 - 3C EXISTING PHOTOS 2 EXISTING PHOTOS 2 5 - 4C SITE LAYOUT SITE LAYOUT 6 - 5C AS-BUILTS AS-BUILTS 7 - 6C LIFT STATION DETAILS LIFT STATION DETAILS 8 - 7C MISC. DETAILS 1 MISC. DETAILS 1 9 - 8C MISC. DETAILS 2 MISC. DETAILS 2

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SCALE 1" = 2,000'

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VALLEY CITY

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PROJECT LOCATION

SCALE 1" = 200'

DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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NOTES AND LEGEND

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AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.

AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: MICHAEL WANDERSEE TELE: 303-236-4479 303-236-4479 STATION: VALLEY CITY NATIONAL FISH HATCHERY 11515 RIVER RD VALLEY CITY, ND 58072 PROJECT LEADER: AARON VON ESCHEN TELE: 701-845-3464 701-845-3464 ELECTRIC: CITY OF VALLEY CITY CONTACT: MARSHALL TELE:701-845-8143

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E-READER INFORMATION

SHEET 1: COVER SHEET WITH PROJECT AREA. LOCATION MAP PROVIDED. SHEET 1C: GENERAL NOTES AND CONTACT INFORMATION SHEET 2C: PHOTOS OF SITE THAT ASSIST IN CONSTRUCTION SHEET 3C: PHOTOS OF SITE THAT ASSIST IN CONSTRUCTION SHEET 4C: LAYOUT OF SITE AND NOTES OF WORK TO BE COMPLETED SHEET 5C: AS-BUILT DRAWINGS TO ASSIST IN CONSTRUCTION SHEET 6C: LIFT STATION DETAILS SHEET 7C: NUMEROUS DETAILS SHEET 8C: NUMEROUS DETAILS

1: GATE VALVE LOCATED WEST OF HATCHERY BERM

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2: GATE VALVE LOCATED IN RIVER

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3: TRANSFORMER LOCATED NW OF LIFT STATION &

ACCESS ROAD TO LIFT STATION

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4: DAMAGE OF PIPE IN RIVER

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5: EXISTING LIFT STATION

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6: LIFT STATION AND DRAW LOCATION

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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EXISTING PHOTOS 1

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EXISTING LIFT STATION LOCATION

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ACCESS ROAD

LIFT STATION PULLS FROM LAKE

4: EXISTING WIRE SCHEMATIC

1: INSIDE EXISTING PANEL

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2: EXISTING METER

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3: EXISTING WIRE INSIDE PANEL

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5: EXISTING PANEL REQUIREMENTS

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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EXISTING PHOTOS 2

CANADIAN PACIFIC RAILROAD (2 TRACKS)

LAKE LEVEL

ELEV=1217.30'

OHE

OHE OH

EX. CONTOUR2452

UTILITY PEDESTAL

FENCE LINEX

RAILWAY TRACKS

UNDERGROUND ELECTRIC LINEUGE

STORM SEWER LINEST

OVERHEAD ELECTRIC LINEOHE

GATE VALVE

SANITARY CLEANOUT

MANHOLE

LIGHT POLE

OVERHEAD ELECTRIC POLE

GUY WIRE

BOLLARD

TREE STUMP

CONIFEROUS TREE

DECIDUOUS TREE

SHRUB

BENCHMARK

ELECTRIC TRANSFORMER

SIGN

BUSHES/WOODED AREA

EX. ASPHALT

EX. CONCERTE

EX. GRAVEL

EX. BUILDING

DATE OF SURVEY: 12/14/2020-12/22/2020

BASIS OF BEARING: ASSUMED

BENCHMARK USED: OPUS SOLUTION

DATUM: NAVD 88

COORDINATE SYSTEM: NORTH DAKOTA STATE

PLANE-SOUTH ZONE

LEGEND

SURVEY INFORMATION

0 120

AutoCAD SHX Text CMP CULVERT INV=1218.12; INSTALL CONCRETE PLUG THAT FILLS PIPE AND GOES 3 FEET DEEP

AutoCAD SHX Text CMP CULVERT INV=1217.88'; INSTALL CONCRETE PLUG THAT FILLS PIPE AND GOES 3 FEET DEEP

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24" CMP

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CMP CULVERT INV=1218.99'

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CMP CULVERT INV=1219.98

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12" CMP RIM=1220.69 INV=1219.12

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12" CMP INV=1218.14; INSTALL CONCRETE PLUG THAT FILLS PIPE AND GOES 3 FEET DEEP

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30" CMP

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SHEYENNE RIVER

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SHEYENNE RIVER

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4" DISCHARGE PIPE INV=1221.05'

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EXISTING POND LIFT STATION RIM=1221.61 SUMP INV=1208.21

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54" STEEL CULVERT INV=1216.29'

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54" STEEL CULVERT INV=1216.21'

AutoCAD SHX Text PROJECT BENCHMARK; TOP OF 5/8" REBAR WITH PINK PLASTIC CAP LABELED "CONTROL POINT" ELEVATION=1230.32'

AutoCAD SHX Text PROJECT BENCHMARK; TOP OF 5/8" REBAR WITH PINK PLASTIC CAP LABELED "CONTROL POINT" ELEVATION=1231.97'

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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SITE LAYOUT

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AutoCAD SHX Text NOTE: CONCRETE PLUG ON SHEYENNE RIVER SIDE WILL LIKELY REQUIRE WATER MANAGEMENT, DEPENDING OF THE RIVER LEVEL. THE RIVER LEVEL IS GENERALLY BELOW THE PIPE IN LATE SUMMER AND FALL. TOTAL OF 3 PLUGS REQUIRED.

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EXISTING SYSTEM

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UNDERGROUND ELECTRICAL LINE LOCATION IS UNKNOWN

AutoCAD SHX Text NOTE: THE PROJECT CAN HAVE 2 OUTCOMES BASED ON PUMP SELECTION. OPTION 1: INSTALL 2 SIMPLEX PUMP STATIONS OPTION 2: INSTALL 1 DUPLEX PUMP STATION THIS DETAIL SHOWS A DUPLEX STATION. THE DIFFERENCE IN THE TWO STATIONS IS THE DRAIN PIPE FROM THE LAKE TO THE STATION. A SIMPLEX STATION REQUIRES A 16-INCH AND A DUPLEX STATION REQUIRES A 18-INCH.

PROPOSED LIFT STATION

DESIGNED

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DRAWN

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DATE

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DRAWING NO.

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SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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6R-ND-260-21-043

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AS-BUILTS

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NOTE: ELEVATIONS ARE BASED ON A SEPARATE SURVEY

AS-BUILTS

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1: PLAN AND PROFILE OF DRAINLINE AND PRESSURE LINE

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2: ALTERNATIVE BACKGROUND IMAGE

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3: DISCHARGE DETAIL PROFILE

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4: DISCHARGE DETAIL PLAN

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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6R-ND-260-21-043

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LIFT STATION DETAILS

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NOTE: EXISTING POND LIFT STATION RIM=1221.61 SUMP INV=1208.21 POND ELEV: 1217.3

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NOTE: THE GRAPH IS VERTICALLY EXAGGERATED TO SHOW ELEVATION DIFFERENCES

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BOTTOM INVERT SET AT LAKE LEVEL 1217.3

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DRAINLINE ENDS AT 0+14.5 W/ 4% GRADE TO EST. 1216.74

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18" DRAINLINE FOR DUPLEX; INSTALL EST. 16 LF

AutoCAD SHX Text OUTLET INVERT SHALL BE AT A MINIMUM AT THE TOP OF DRAINPIPE; 1218.8; STATION SHALL HAVE A CHECK VALVE OR ONE INSTALLED OUTSIDE OF STATION

AutoCAD SHX Text RECOMMEND DIRECTIONAL DRILLING 115LF 4-INCH (OUTSIDE OF WET WELL); TWO SIMPLEX SYSTEMS MAY SHARE THE PIPE AS LONG AS CHECK VALVES ARE INSTALLED

AutoCAD SHX Text ALL ABOVE GROUND PIPE SHALL BE UV RESISTANT COATED; INSTALL EST. 8LF TO A MINIMUM ELEVATION 6-INCHES OR 1-FOOT ABOVE THE TERMINATION POINT FROM THE HILL; INSTALL WITH OUTLET STRUCTURE; INSTALL CHECK VALVE

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STA: 1+24 EST. 22.5 DEGREE VERTICAL BEND

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INSTALL GATE VALVE APPROPRIATE FOR THE SIZE PIPE W/ RISER (DUPLEX 18-INCH)

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STA: 1+28 45 DEGREE HORIZONTAL CHANGE

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EXISTING LIFT STATION

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USABLE ACCESS ROAD

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DITCH FOR TERMINATION

AutoCAD SHX Text INSTALL CONCRETE PIPE COLLAR; 10-INCH WIDE, 6-INCH THICK, EXTEND 3-INCH ABOVE TOP OF PIPE, AND EXTEND 3-FEET INTO GROUND; INSTALL EVERY FIVE-FEET THAT IS EXPOSED

AutoCAD SHX Text INSTALL FLAPPER GATE; FLAPPER SHALL OPEN FROM THE TOP AND CLOSE WHEN NO FLOW IS THROUGH THE PIPE; THE FLAPPER SHALL HAVE A WATER TIGHT GASKET

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INSTALL RIP-RAP AT EDGE OF DITCH TO TOTAL WIDTH OF DITCH

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<- FLOWFLOW

AutoCAD SHX Text INSTALL EST. 18 CY OF RIP-RAP; INSTALL 9-INCHES THICK; MAXIMIZE EROSION PROTECTION FROM WATER FLOW

INSTALL PIPE TO ANGLE INTO DITCH

RESTRAINED MECHANICAL PIPE JOINT - APPLICATION CRITERIA

DESIGNED

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DATE

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DRAWING NO.

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SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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MISC. DETAILS 1

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%%UVERTICAL OFFSETS

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VERTICAL OFFSETS REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN THE CALCULATED

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LENGTH (L) ON BOTH SIDES OF THE UPPER

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AND LOWER FITTINGS. WHEN RESTRAINED

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LENGTHS OVERLAP ON THE DIAGONAL PIPE,

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ALL JOINTS BETWEEN THE FITTINGS SHOULD

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BE RESTRAINED.

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%%UDEAD ENDS (AND IN-LINE VALVES)

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DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS

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WITHIN THE CALCULATED LENGTH (L) EXTENDING

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FROM THE CAP. IN-LINE VALVES REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN A DISTANCE (L) EXTENDING

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EITHER SIDE OF THE VALVE.

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THRUST

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THRUST

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BRANCH

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%%UNOTE:

AutoCAD SHX Text ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, L1, L2, Lr)

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SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

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THRUST

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%%UHORIZONTAL BENDS

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HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN THE CALCULATED LENGTH (L) ON

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BOTH SIDES OF THE FITTING.

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%%UTEES

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TEE FITTINGS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN A CALCULATED LENGTH (L)

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ALONG THE BRANCH PIPE. THE RESTRAINT

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DESIGN ALSO REQUIRES THE SELECTION

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TO BE FREE OF JOINTS.

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PIPE

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SIZE

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HORIZONTAL

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BENDS

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TEE

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L FOR DEAD

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ENDS AND VALVES

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REDUCERS

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%%UNOTE:

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ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM

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VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING:

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1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE

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WITH LITTLE OR NO FINES.

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2. THE TEST PRESSURE IS 150 PSI.

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3. THE FACTOR OF SAFETY IS 1.5 TO 1.

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4. THE MINIMUM DEPTH OF BURY IS 3.0' OR AS INDICATED IN LAYOUT DRAWINGS.

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5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE

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OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED

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SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL

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IS TO BE COMPACTED TO 80%%% STANDARD PROCTOR.

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THRUST

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THRUST

1: TRENCH BOTTOM PREPARATION

2: ALTERNATIVE TRENCH BOTTOM PREPARATION

NTS

4: GRAVEL ROAD REPAIR

NTS

4: WALL/SPRING BOX PENETRATION DETAIL

NTS

7: THRUST BLOCK SETTINGS

NTS

6: THRUST BLOCK SIZING

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5: ASPHALT & CONCRETE ROAD/LOT DETAIL

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3: GRAVEL TO CONCRETE/ASPHALT TRANSITION DETAIL

NTS

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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VALLEY CITY NFH

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LIFT STATION REPLACEMENT

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MAW

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MAW

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LAH

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6R-ND-260-21-043

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MISC. DETAILS 2

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EXISTING GRAVEL

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EXISTING GRAVEL

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TRENCH WALL

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COMPACTED BACKFILL

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PIPE

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PIPE

AutoCAD SHX Text NOTE: KEEP LOWER 4' OF TRENCH KEEP LOWER 4' OF TRENCH VERTICAL IF POSSIBLE. UPPER PART OF TRENCH MAY VARY IN WIDTH TO COMPENSATE FOR UNSTABLE SOIL

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HAND COMPACT IN 6" LIFTS FROM BOTTOM OF TRENCH TO 12" OVER PIPE CROWN

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CLEAN SAND OR CRUSHED ROCK

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UNDISTURBED SOIL

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BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE

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SLOPE, SHORE, AND/OR INSTALL TRENCH BOX AS REQUIRED PER OSHA

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BACKFILL

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INSTALL LINKSEAL LS-650-C-17 WITH 26 INCH CORE DRILLED HOLE, OR EQUIVALENT

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INSTALL CONTINUOUS PIPE THROUGH WALL

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INSTALL TRACER WIRE

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INSTALL TRACER WIRE

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THRUST BLOCK MINIMUM DIMENSIONS

AutoCAD SHX Text NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL BEARING PRESSURE. DIMENSIONS FOR THRUST BLOCKING

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FITTING SIZES

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TEES & PLUGS

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90 DEG. BEND

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45 DEG. BEND & WYES

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REDUCERS & 22 1/2 DEG. BEND

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MIN.

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CAPPED END

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1/2 C.Y. CONCRETE MINIMUM

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UNDISTURBED EARTH

AutoCAD SHX Text NOTE: POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH TRANSITION GASKETS WILL NOT BE APPROVED

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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

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UNDISTURBED EARTH

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NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

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UNDISTURBED EARTH

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UNDISTURBED EARTH

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TOP VIEW

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TOP VIEW

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TOP VIEW

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SIDE VIEW

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COMPACT TO 95%

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IF DISTURBED, COMPACT TO 95%

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GRAVEL UNDER CONCRETE/ASPHALT SHALL SLOPE AT A MIN. 60 DEGREES

AutoCAD SHX Text EXCAVATE AN ESTIMATED 4" OF GRAVEL BASE TO INSTALL PROPOSED GRAVEL; COMPACT ANY DISTURBED GRAVEL AND UNDERLAYERS

NO PARALLEL JOINT WITHIN 3 FEET OF TRANSITION

Sheets and Views

09 21-043 Valley City Lift Drawings-Cover

09 21-043 Valley City Lift Drawings-NOTES AND LEGEND

09 21-043 Valley City Lift Drawings-PHOTO 1

09 21-043 Valley City Lift Drawings-PHOTO 2

09 21-043 Valley City Lift Drawings-SITE LAYOUT

09 21-043 Valley City Lift Drawings-AS-BUILT

09 21-043 Valley City Lift Drawings-LIFT DETAILS

09 21-043 Valley City Lift Drawings-MISC 1

09 21-043 Valley City Lift Drawings-MIS 2

File details come from the government source that posted it. Updated May 13, 2021.