A06 -DRAWINGS_0001.pdf

PDF 22 MB Posted May 5, 2021

Attached to: MO-NEOSHO NFH-DRAIN DITCH REHAB
Solicitation number: 140F0221R0012
Issued by: Department of the Interior Fish and Wildlife Service Region 2

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity is for drainage ditch rehabilitation services. The solicitation number is 140F0221R0012 and is being issued by the Department of the Interior Fish and Wildlife Service Region 2 for MO-NEOSHO NFH-DRAIN DITCH REHAB. The opportunity description provided indicates that the contract is for rehabilitation of drainage ditches at the MO-NEOSHO National Fish Hatchery. No other details are included regarding requirements, pricing terms, response dates, or other salient information.

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Sol_140F0221R0012_Amd_0004.pdf	PDF	Jun 29, 2021
Sol_140F0221R0012_Amd_0003.pdf	PDF	Jun 14, 2021
Sol_140F0221R0012_Amd_0002.pdf	PDF	May 27, 2021
Sol_140F0221R0012_Amd_0001.pdf	PDF	May 5, 2021
CPARS Notice.pdf	PDF	Apr 28, 2021
NoticetoOfferors.pdf	PDF	Apr 28, 2021
A06-DRAWINGS.pdf	PDF	Apr 28, 2021
BID FORM.pdf	PDF	Apr 28, 2021
safety checklist.pdf	PDF	Apr 28, 2021
Sol_140F0221R0012.pdf	PDF	Apr 28, 2021
PPQ.pdf	PDF	Apr 28, 2021
BidBond Form SF24.pdf	PDF	Apr 28, 2021
B03-DOL Wage Determination.pdf	PDF	Apr 28, 2021
A06-Specifications.pdf	PDF	Apr 28, 2021

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U.S.

FISH & WILDLIFE

SERVICE

EPARTMENT OF THE IN

TERIO

UNITED STATES DEPARTMENT OF THE

INTERIOR

FISH AND WILDLIFE SERVICE

MIDWEST REGION NO.3

Infrastructure Management Division

5600 American Blvd. West, Suite 990

Bloomington, MN 55437-1458

PROJECT NUMBER:

20-FS-002

NEOSHO

NATIONAL FISH HATCHERY

STREAM BANK RESTORATION

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SH_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

3-18-21

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LOCATION MAP

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COUNTY MAP

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NO SCALE

AutoCAD SHX Text 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

AutoCAD SHX Text COVER SHEET, COUNTY/LOCATION MAPS AND DRAWING INDEX LEGEND, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES OVERALL SITE PLAN & KEY PLAN EXISTING SITE PLAN - REACH 1 EXISTING SITE PLAN - REACH 2 EXISTING SITE PLAN - REACH 3 DEMOLITION PLAN - REACH 1 DEMOLITION PLAN - REACH 2 DEMOLITION PLAN - REACH 3 RESTORATION PLAN - NATURAL STREAM SECTION PROPOSED PLAN - REACH 2 PROPOSED PLAN - REACH 3 CIVIL DETAILS SWPPP DETAILS HEARRELL BRIDGE DETAILS HEARRELL SPRING LINE PLAN AND PROFILE PREFABRICATED BRIDGE DETAILS CHANNEL WALL REPAIR DETAILS DETAILS - NATURAL STREAM SECTION DETAILS - NATURAL STREAM SECTION PARK STREET BRIDGE IMPROVEMENTS CERTIFIED SURVEY 2014 SUPPLEMENTAL SURVEY 2020

AutoCAD SHX Text NEO691G0 NEO692G4 NEO693L0 NEO694L0 NEO695L0 NEO696L0 NEO697L0 NEO698L0 NEO699L0 NEO700L0 NEO701L0 NEO702L0 NEO703S2 NEO704S2 NEO705S2 NEO706S2 NEO707S2 NEO708S2 NEO709S2 NEO710S2 NEO711L0 NEO712L0 NEO713L0

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DRAWING INDEX

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SHT NO.

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DESCRIPTION

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CADD NAME

AutoCAD SHX Text GENERAL DRAWING NOTE: THE U.S. FISH AND WILDLIFE SERVICE, REGION 3 CADD DRAWINGS ARE DRAWN ON A 22" X 34" STANDARD "D" SIZE SHEET (FULL SIZE) 100%, WHEN PLOTTING DRAWINGS AT DIFFERENT PERCENTAGES BAR SCALES ON DRAWINGS SHALL BE USED FOR MEASURING.

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NEWTON COUNTY

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PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

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SIGNATURE:

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OR PRINTED)

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NAME:(TYPED

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LICENSE #:

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DATE:

AutoCAD SHX Text I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MISSOURI.

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THOMAS W. DEIBERT

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AutoCAD SHX Text 2017023213

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PROJECT LOCATION

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S. HIGH ST.

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W MCKINNEY ST.

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1 MILE

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S. HIGH ST.

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DRAWING STATUS:

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NEOSHO NATIONAL FISH HATCHERY

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NEWTON COUNTY

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MISSOURI

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STREAM BANK RESTORATION

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COVER SHEET, DRAWING INDEX, LOCATION MAPS

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20-FS-002

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KMK

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KAH

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KMK

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NEO691G0.DWG

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3F-MN-3-691

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100% SUBMITTAL

Stone Channel Repair Schedule

Channel Condition Repair detail Photo reference Notes Mortar Cap damage N/A, match existing 7/17 Limited locations of cap damage

Vegetation growth/joint damage 10/20 2/17, 4/17, 5/17, & 6/17 Remove vegetation and clean joints. The majority of the ~1,150-LF channel has some vegetation growth or joint damage on either side Stone replacement 2/20 3/17 Also includes channel restorations at removed bridge abutments

Channel Reconstruction 1/20 1/17 Replace the entire channel section (walls & base) with the new channel matching the dimensions of the existing.

Note: The contractor shall identifiy all repair areas and methods before stone channel repair begins. Idendified locations shall be submitted to the government for review and approval.

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DESCRIPTION

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DATE

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REVISION

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DESIGNED:

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CADD:

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CHECKED:

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SHEET%%U %%UOF%%U

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DRAWING NO:

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DRAWN:

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DATE:

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NEOSHO NATIONAL FISH HATCHERY

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NEWTON COUNTY

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MISSOURI

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STREAM BANK RESTORATION

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LEGENDS, ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

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KMK

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KAH

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JRJ

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NEO692G4.DWG

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3F-MN-3-692

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100% SUBMITTAL

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PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

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BAR SIZE

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TOP BARS

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OTHER BARS

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REINFORCING BAR MINIMUM SPLICE LAP LENGTH IN INCHES

AutoCAD SHX Text REINFORCING STEEL NOTES: 1. CONFORM WITH ACI 318 AND ACI STANDARD "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE. 3. SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN GOVERNMENT REPRESENTATIVE'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED BY GOVERNMENT REPRESENTATIVE. CUTTING OF REINFORCING BARS IS NOT PERMITTED. 4. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 5. TERMINATE ALL REINFORCING STEEL AT EXPANSION JOINTS UNLESS SHOWN OTHERWISE. 6. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED. 7. MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE. A. CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4000 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING: 1) CLEAR SPACING OF BARS > 2 BAR DIA AND COVER > BAR DIA, OR > 2 BAR DIA AND COVER > BAR DIA, OR > 2 BAR DIA AND COVER > BAR DIA, OR 2 BAR DIA AND COVER > BAR DIA, OR 2 BAR DIA AND COVER > BAR DIA, OR > BAR DIA, OR BAR DIA, OR 2) CLEAR SPACING OF BARS > DIA BAR AND COVER > DIA BAR, AND > DIA BAR AND COVER > DIA BAR, AND DIA BAR AND COVER > DIA BAR, AND > DIA BAR, AND DIA BAR, AND STIRRUPS OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM. B. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 8. REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY GOVERNMENT REPRESENTATIVE. 9. FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE. 10. PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS END OF ALL BEAMS UNLESS SHOWN OTHERWISE. 11. EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED. 12. ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY GOVERNMENT REPRESENTATIVE. 13. ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE. PLACING BARS INTO WET CONCRETE IS PROHIBITED. 14. REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 1 1/2" WITH FOLLOWING EXCEPTIONS; 2" FOR #6 BARS AND LARGER FOR CONCRETE EXPOSED TO EARTH OR WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH OR WEATHER. 15. CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN TOLERANCE PER ACI 318-08 REQUIREMENTS.

AutoCAD SHX Text GENERAL NOTES: 1. DESIGN BASED ON SURVEY INFORMATION PROVIDED BY LANDPLAN OF MISSOURI DESIGN BASED ON SURVEY INFORMATION PROVIDED BY LANDPLAN OF MISSOURI 2. SURVEY DATES: SURVEY DATES: 2005 10/2020 PROJECT BENCHMARK: CONTROL POINT BM DEPT OF INTERIOR CAP = 1028.00 3. PROJECT COORDINATE SYSTEM: MISSOURI STATE PLANE WEST PROJECT COORDINATE SYSTEM: MISSOURI STATE PLANE WEST 4. MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, ENGINEER, OTHER CONTRACTORS AND EMERGENCY PERSONNEL MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, ENGINEER, OTHER CONTRACTORS AND EMERGENCY PERSONNEL DURING CONSTRUCTION. 5. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION. 6. AT LEAST 3 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION THE CONTRACTOR SHALL CONTACT LOCAL UTILITY LOCATE AT LEAST 3 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION THE CONTRACTOR SHALL CONTACT LOCAL UTILITY LOCATE SERVICE AND LOCATE ALL UNDERGROUND FACILITIES IN THE AREA OF THE PROPOSED EXCAVATION. IF EXCAVATION HAS NOT OCCURRED WITHIN 30 DAYS OF THE LOCATE AND MARK, THE CONTRACTOR SHALL REQUEST THAT THE FACILITY BE RELOCATED AND REMARKED BEFORE EXCAVATING UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE WITH THE UNDERGROUND FACILITY OWNER. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL LOCATE ALL UTILITIES INCLUDING PUBLIC, PRIVATE AND OTHERS. ANY UTILITIES DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR. 7. FURNISH AND INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THESE SHEETS, THE STORM WATER POLLUTION FURNISH AND INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THESE SHEETS, THE STORM WATER POLLUTION PREVENTION PLAN, THE SPECIFICATIONS, AND ALL FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. 8. PROVIDE APPROPRIATE EROSION CONTROL AT ALL DISTURBED AREAS ON SITE. CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL PROVIDE APPROPRIATE EROSION CONTROL AT ALL DISTURBED AREAS ON SITE. CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL VEGETATION IS ESTABLISHED. 9. CONTOURS AND ELEVATIONS SHOWN ARE TO TOP OF FINISHED SURFACE. CONTOURS AND ELEVATIONS SHOWN ARE TO TOP OF FINISHED SURFACE. 10. ALL EARTH SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE. ALL EARTH SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE. 11. SLOPE EXCAVATIONS UNIFORMLY TO INDICATED ELEVATIONS, AND TO PROVIDE POSITIVE DRAINAGE. SLOPE EXCAVATIONS UNIFORMLY TO INDICATED ELEVATIONS, AND TO PROVIDE POSITIVE DRAINAGE. STRUCTURAL DESIGN CRITERIA: 1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2006; PUBLISHED BY INTERNATIONAL CODE COUNCIL, INC. 2. AMERICAN NATIONAL STANDARDS INSTITUTE CODE, ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; PUBLISHED BY AMERICAN NATIONAL STANDARDS INSTITUTE, INC. 3. STEEL DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN (ASD). PUBLISHED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 4. CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-08; PUBLISHED BY AMERICAN CONCRETE INSTITUTE. 5. BRIDGE DESIGN CRITERIA: FISH AND WILDLIFE SERVICES ENGINEERING AND CONSTRUCTION, PART 362 FW2. AASHTO HS20-44 STANDARD TRUCK LOAD. 6. STRUCTURAL STEEL: SEE SPECIFICATION. 7. CONCRETE COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS. 8. EXTREME FROST DEPTH: 3 FEET. FIELD MEASUREMENT NOTES: 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR. 2. CONTRACTOR'S STRUCTURAL STEEL DETAILER SHALL MAKE NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURAL STEEL CONNECTIONS TO ENSURE NEW CONNECTION DETAILS SHOWN ON SHOP DRAWINGS ARE COMPATIBLE WITH EXISTING CONNECTIONS AND ARE CONSTRUCTABLE AS DETAILED. CONCRETE NOTES: 1. EXPOSED CONCRETE CORNER CHAMFER: 1/2" UNLESS SHOWN OTHERWISE. 2. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 3. CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED. 4. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINTS IN SLABS FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 5. DO NOT PERFORM ANY OPERATIONS NEAR GROUND SLAB PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 6. CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF STRUCTURES DURING CONSTRUCTION. 7. DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY GOVERNMENT REPRESENTATIVE.

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AutoCAD SHX Text FOUND IRON PIN FOUND AXLE FOUND ALUMINUM MONUMENT FOUND COPPERWELD FOUND NAIL FOUND P-K NAIL FOUND PIPE BENCHMARK WATER METER WATER VALVE

AutoCAD SHX Text ELECTRIC METER POWER POLE POWER POLE WITH LIGHT GUY WIRE STORM SEWER MANHOLE GAS METER OXYGEN SUPPLY ACCESS/VALVE TELEPHONE RISER MISCELLANEOUS SIGNS SANITARY SEWER MANHOLE

AutoCAD SHX Text FENCE LINE OVERHEAD ELECTRIC LINES BURIED ELECTRIC LINES TELEPHONE/COMMUNICATION LINES BURIED GAS LINES SANITARY SEWER LINE STORM SEWER LINES BURIED WATER LINES

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SQUARE CUT INTO TOP OF HEADWALL ON THE SOUTHWEST CORNER

OF THE SOUTH SIDE OF THE BRIDGE AT THE NORTHEAST CORNER

OF PROJECT ELEVATION = 1021.95'

SQUARE CUT INTO NORTHWEST CORNER OF HEADWALL ON THE

SOUTHWEST SIDE OF RAILROAD TRACKS AT McKINNEY ELEVATION =

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PARK STREET

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DIRT DRIVE

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HCP 60D MAG

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HCP BRASS CAP

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HCP US INTERIOR H20 1990

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INV=1027.00

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BM DEPT OF INTERIOR CAP

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POND NWL=1029.50 HWL=1031.35 BOT=1026 STORAGE=20955 CUFT

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INLET STRUCTURE

AutoCAD SHX Text

POND 11 KETTLE

AutoCAD SHX Text

12" D.I.P.DRAIN

AutoCAD SHX Text

4" D.I.P.FRESH WATERLINE

AutoCAD SHX Text

IV)

AutoCAD SHX Text

INLET STRUCTURE

AutoCAD SHX Text

POND 20 KETTLE

AutoCAD SHX Text

FLUME NO.3 BETWEEN PONDS

AutoCAD SHX Text

FLUME NO.4 BETWEEN PONDS

AutoCAD SHX Text

POND 9 KETTLE

AutoCAD SHX Text

POND 10 KETTLE

AutoCAD SHX Text

POND 8 KETTLE

AutoCAD SHX Text

4" WATERLINE

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

OVERALL SITE PLAN & KEY MAP

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO693L0.DWG

AutoCAD SHX Text

3F-MN-3-693

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text

OVERALL SITE PLAN & KEY MAP

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

SCALE:1"=60'-0"

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PREPARED BY:

5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

1042.557

GCP

STONE WALL

HISTORIC

E W

A L K

ASPHALT

SLIDING

GATE

SLIDING

WITH ROCK PILLARS

ENTRANCE SIGN

SIGN

FIBER/OPTIC

WATER LINE

CAST IRON

EXPOSED

BRICK BLDG

VISITOR'S CENTER

PLANTER

BRICK

R A

M P

PORCHES

CURB

CONC.

PLANTER

STONE

E W

A L K

FENCE

WOOD

SLIDING

GATE

MASONRY

SIGN

OPTIC

FIBER

ASPHALT

AC UNIT

SLIDING

GATE

SIGN

R/R

E W

A L K

BRIDGE

CONC.

WALK

CONC.

BOLLARDS

WOOD

STONE MARKER

HISTORICAL

G R

A V

I V

WITH ARCH

COLUMNS

LIMESTONE

EDGE OF

BRUSH

EDGE OF

P.P.

EL.41.03

P.P.

CONCRETE BOX

CULVERT

DITCH LIMITS

RAILROAD TRACKS

STAGING ARE

STORM DRAIN

COORDINATE

WORK WITHIN RR

ROW WITH

KANSAS CITY

SOUTHERN RR

AND MODOT, AS

REQUIRED

COORDINATE ACCESS TO

CHANNEL THROUGH

PRIVATE PROPERTY WITH

PRIVATE PROPERTY

LANDOWNER AS REQUIRED.

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1042.63

AutoCAD SHX Text

HCP US INTERIOR H20 1990

AutoCAD SHX Text 1040.95

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1042.63

AutoCAD SHX Text

HCP US INTERIOR H20 1990

AutoCAD SHX Text 1040.95

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 1

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO694L0.DWG

AutoCAD SHX Text

3F-MN-3-694

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 1

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

1036.057G

W / C

O N

C . B

O T

T O

C O

N C

W/ CONC. BOTTOM

LOT LINE

AutoCAD SHX Text

BK 351

AutoCAD SHX Text

PG 11798

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

BK 340

AutoCAD SHX Text

PG 1241

AutoCAD SHX Text

(SEE NOTES)

AutoCAD SHX Text N86°29'27"W 221.06'

AutoCAD SHX Text N69°59'59"E 293.90'

AutoCAD SHX Text S00°26'20"W 79.88'(M) 80'(D)

AutoCAD SHX Text N86°03'58"W 185.08'(M) 185'(D)

AutoCAD SHX Text N86°03'58"W 498.71'(M) 495'(D)

AutoCAD SHX Text N86°29'27"W 19.24'

AutoCAD SHX Text 197'(D)

AutoCAD SHX Text 500'(D)

AutoCAD SHX Text

HEARRELL STREET

AutoCAD SHX Text

FENCE IS

AutoCAD SHX Text

FENCE IS

AutoCAD SHX Text

0.3' WEST &

AutoCAD SHX Text

NORTH OF

AutoCAD SHX Text

CORNER

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

OXY

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

DIRT DRIVE

AutoCAD SHX Text 35.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 30.8

AutoCAD SHX Text 29.8

AutoCAD SHX Text 29.2

AutoCAD SHX Text 35.5

AutoCAD SHX Text 30.9

AutoCAD SHX Text 31.3

AutoCAD SHX Text 31.6

AutoCAD SHX Text 31.2

AutoCAD SHX Text 35.1

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.6

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 24"

AutoCAD SHX Text

AC PIPE

AutoCAD SHX Text

INV 15"

AutoCAD SHX Text

VC PIPE

AutoCAD SHX Text

INV 8"PVC

AutoCAD SHX Text

INV.

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

VALVE

AutoCAD SHX Text ALIGNMENT McMAHAN SPRING LINE 10"

AutoCAD SHX Text

INV 18" PVC PIPE

AutoCAD SHX Text

INV 10" STEEL PIPE

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

HCP 60D MAG 312

AutoCAD SHX Text 1038.59

AutoCAD SHX Text

HCP US INTERIOR H20 1990

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

OXY

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

DIRT DRIVE

AutoCAD SHX Text 35.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 30.8

AutoCAD SHX Text 29.8

AutoCAD SHX Text 29.2

AutoCAD SHX Text 35.5

AutoCAD SHX Text 30.9

AutoCAD SHX Text 31.3

AutoCAD SHX Text 31.6

AutoCAD SHX Text 31.2

AutoCAD SHX Text 35.1

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.6

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 24"

AutoCAD SHX Text

AC PIPE

AutoCAD SHX Text

INV 15"

AutoCAD SHX Text

VC PIPE

AutoCAD SHX Text

INV 8"PVC

AutoCAD SHX Text

INV.

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

VALVE

AutoCAD SHX Text ALIGNMENT McMAHAN SPRING LINE 10"

AutoCAD SHX Text

INV 18" PVC PIPE

AutoCAD SHX Text

INV 10" STEEL PIPE

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

HCP 60D MAG 312

AutoCAD SHX Text 1038.59

AutoCAD SHX Text

HCP US INTERIOR H20 1990

AutoCAD SHX Text

FLUME NO.4 BETWEEN PONDS

AutoCAD SHX Text

POND 10 KETTLE

AutoCAD SHX Text

POND 8 KETTLE

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 2

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 2

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO695L0.DWG

AutoCAD SHX Text

3F-MN-3-695

AutoCAD SHX Text

1030.072

GCP

1030.036

GCP

1026.839

GCP

STRUCTURES

INLET/OUTLET

CONC.

PADS

CONC.

ASPHALT

CONC.

BLDG

SHED

POLE

TANK

OVER

SHED

8" CLEAN OUT

W/COVER

I N

A S

P H

A L T

E S

A T

E R

6" SLOTTED TRENCH

DRAIN ON 10" PVC

P 1

T T

L I N

T A

L E

F T

LOT LINE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text 21.9

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1026.32

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1028.67

AutoCAD SHX Text

HCP BRASS CAP

AutoCAD SHX Text 1034.02

AutoCAD SHX Text 1025.60

AutoCAD SHX Text 1027.25

AutoCAD SHX Text 1031.50

AutoCAD SHX Text

INV=1027.00

AutoCAD SHX Text

INV=1026.72

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1032.00

AutoCAD SHX Text 1031.70

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1029.25

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text 21.9

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1026.32

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1028.67

AutoCAD SHX Text

HCP BRASS CAP

AutoCAD SHX Text 1034.02

AutoCAD SHX Text 1025.60

AutoCAD SHX Text 1027.25

AutoCAD SHX Text 1031.50

AutoCAD SHX Text

INV=1027.00

AutoCAD SHX Text

INV=1026.72

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1032.00

AutoCAD SHX Text 1031.70

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1029.25

AutoCAD SHX Text

FRESH WATER LINE STANDARD PIPE EL. 32.50

AutoCAD SHX Text

INLET STRUCTURE

AutoCAD SHX Text

POND 11 KETTLE

AutoCAD SHX Text

12" D.I.P.DRAIN

AutoCAD SHX Text

4" D.I.P.FRESH WATERLINE

AutoCAD SHX Text

4" WATERLINE

AutoCAD SHX Text 1025.60

AutoCAD SHX Text 1027.25

AutoCAD SHX Text 1031.50

AutoCAD SHX Text

INV=1027.00

AutoCAD SHX Text

INV=1026.72

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1032.00

AutoCAD SHX Text 1031.70

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1029.25

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 3

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

EXISTING SITE PLAN - REACH 3

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO696L0.DWG

AutoCAD SHX Text

3F-MN-3-696

AutoCAD SHX Text

EXISTING DITCH LIMITS

PROTECT EXISTING

BOX CULVERT AND

WINGWALLS

REMOVE AND

SALVAGE BRIDGE

SIGNS

REMOVE AND

SALVAGE SIGN

SALVAGE RAILING AROUND

BRIDGES AS NEEDED

DEMO CONCRETE BRIDGE AND

CONCRETE ABUTMENTS.

SALVAGE RAILING

AROUND BRIDGES AS

NEEDED

REMOVE AND

SALVAGE SIGN

DEMO CONCRETE BRIDGE AND

CONCRETE ABUTMENTS.

SALVAGE RAILING

SILT FENCE AND SILT

CURTAIN (TYP)

SEE DETAIL 1/7

NO SCALE

CHANNEL SWPPP DETAIL

DEMO SIDEWALK

LIMESTONE COLUMNS WITH

ARCH AND HISTORIC STONE

MARKER SHALL NOT BE

DISTURBED

REMOVE

CONCRETE

CURB (2)

REMOVE WING

WALL CAP (4)

WORK LIMITS

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1042.63

AutoCAD SHX Text

HCP 60D MAG 312

AutoCAD SHX Text 1038.59

AutoCAD SHX Text

HCP US INTERIOR H20 1990

AutoCAD SHX Text 1040.95

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

HISTORIC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

SLIDING

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

SLIDING

AutoCAD SHX Text

WITH ROCK PILLARS

AutoCAD SHX Text

ENTRANCE SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FIBER/OPTIC

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

EXPOSED

AutoCAD SHX Text

BRICK BLDG

AutoCAD SHX Text

VISITOR'S CENTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

PORCHES

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

STONE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

3 PIPE

AutoCAD SHX Text

W/ CONC. BOTTOM

AutoCAD SHX Text

STONE SIDES

AutoCAD SHX Text

SLIDING

AutoCAD SHX Text

GATE

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

MASONRY

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

OPTIC

AutoCAD SHX Text

FIBER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

AC UNIT

AutoCAD SHX Text

SLIDING

AutoCAD SHX Text

GATE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text R/R

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

STONE MARKER

AutoCAD SHX Text

HISTORICAL

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

WITH ARCH

AutoCAD SHX Text

COLUMNS

AutoCAD SHX Text

LIMESTONE

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

CONC.

AutoCAD SHX Text P.P.

AutoCAD SHX Text 40.5

AutoCAD SHX Text 41.4

AutoCAD SHX Text 42.8

AutoCAD SHX Text 42.3

AutoCAD SHX Text 42.4

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HEARRELL SPRING LINE 10"

AutoCAD SHX Text

HEARRELL SPRING LINE 10" CI

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 1

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 1

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO697L0.DWG

AutoCAD SHX Text

3F-MN-3-697

AutoCAD SHX Text

W / C

O N

C . B

O T

T O

C O

N C

C O

N C

W/ CONC. BOTTOM

REMOVE VEGETATION

AND SEDIMENT BUILDUP

THROUGHOUT CHANNEL

(PHOTO 5 AND 6)

REMOVE AND

SALVAGE SIGN

SALVAGE RAILING

AROUND BRIDGES

AS NEEDED

SALVAGE RAILING

AROUND BRIDGES

AS NEEDED

REMOVE AND SALVAGE

RESTRICTED ACCESS

SIGNSIGN

REMOVE 10"

SLIPPED PORTION

OF 8" PVC PIPE

SILT FENCE AND

SILT CURTAIN (TYP)

SEE DETAIL 1/7

DEMO CONCRETE BRIDGE

AND CONCRETE ABUTMENTS.

SALVAGE RAILING

DEMO SIDEWALKS

REMOVE AND SALVAGE

RESTRICTED ACCESS SIGN

WORK LIMITS

AutoCAD SHX Text G

AutoCAD SHX Text

OXY

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

DIRT DRIVE

AutoCAD SHX Text 35.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 30.8

AutoCAD SHX Text 29.8

AutoCAD SHX Text 29.2

AutoCAD SHX Text 35.5

AutoCAD SHX Text 30.9

AutoCAD SHX Text 31.3

AutoCAD SHX Text 31.6

AutoCAD SHX Text 31.2

AutoCAD SHX Text 35.1

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.6

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 24"

AutoCAD SHX Text

AC PIPE

AutoCAD SHX Text

INV 15"

AutoCAD SHX Text

VC PIPE

AutoCAD SHX Text

INV 8"PVC

AutoCAD SHX Text

INV.

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

VALVE

AutoCAD SHX Text ALIGNMENT McMAHAN SPRING LINE 10"

AutoCAD SHX Text

INV 18" PVC PIPE

AutoCAD SHX Text

INV 10" STEEL PIPE

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

HCP 60D MAG 312

AutoCAD SHX Text 1038.59

AutoCAD SHX Text G

AutoCAD SHX Text

OXY

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

UHE

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

PARK STREET

AutoCAD SHX Text

DIRT DRIVE

AutoCAD SHX Text 35.2

AutoCAD SHX Text 33.1

AutoCAD SHX Text 30.8

AutoCAD SHX Text 29.8

AutoCAD SHX Text 29.2

AutoCAD SHX Text 35.5

AutoCAD SHX Text 30.9

AutoCAD SHX Text 31.3

AutoCAD SHX Text 31.6

AutoCAD SHX Text 31.2

AutoCAD SHX Text 35.1

AutoCAD SHX Text 33.2

AutoCAD SHX Text 33.6

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

INV 24"

AutoCAD SHX Text

AC PIPE

AutoCAD SHX Text

INV 15"

AutoCAD SHX Text

VC PIPE

AutoCAD SHX Text

INV 8"PVC

AutoCAD SHX Text

INV.

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

VALVE

AutoCAD SHX Text ALIGNMENT McMAHAN SPRING LINE 10"

AutoCAD SHX Text

INV 18" PVC PIPE

AutoCAD SHX Text

INV 10" STEEL PIPE

AutoCAD SHX Text

INV 8" CLAY PIPE

AutoCAD SHX Text

HCP 60D MAG 312

AutoCAD SHX Text 1038.59

AutoCAD SHX Text

FLUME NO.4 BETWEEN PONDS

AutoCAD SHX Text

POND 10 KETTLE

AutoCAD SHX Text

POND 8 KETTLE

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 2

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 2

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO698L0.DWG

AutoCAD SHX Text

3F-MN-3-698

AutoCAD SHX Text

S F

REMOVE VEGETATION AND

SEDIMENT BUILDUP

THROUGHOUT CHANNEL

(PHOTOS 5&6)

SILT FENCE AND SILT

CURTAIN (TYP)

SEE DETAIL 1/7

SILT FENCE

PROTECT EXISTING

HEADWALLS AND FENCE

REMOVE ASPHALT

WORK LIMITS

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text 21.9

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1026.32

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1028.67

AutoCAD SHX Text

HCP BRASS CAP

AutoCAD SHX Text 1034.02

AutoCAD SHX Text

UHE

AutoCAD SHX Text

UHE

AutoCAD SHX Text

OXY

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text 21.9

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1026.32

AutoCAD SHX Text

HCP 60D MAG

AutoCAD SHX Text 1028.67

AutoCAD SHX Text

HCP BRASS CAP

AutoCAD SHX Text 1034.02

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

M.H. #4 EL. 30.20

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

STRUCTURES

AutoCAD SHX Text

INLET/OUTLET

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PADS

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

STONE SIDES W/CONC. BOTTOM

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

SHED

AutoCAD SHX Text

POLE

AutoCAD SHX Text

TANK

AutoCAD SHX Text

OVER

AutoCAD SHX Text

SHED

AutoCAD SHX Text

8" CLEAN OUT W/COVER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

4" %%C PVC

AutoCAD SHX Text

STN6 32.40

AutoCAD SHX Text

M.H. #6 EL. 33.64

AutoCAD SHX Text

6" SLOTTED TRENCH DRAIN ON 10" PVC

AutoCAD SHX Text

8" %%C DIP

AutoCAD SHX Text

FRESH WATER LINE STANDARD PIPE EL. 32.50

AutoCAD SHX Text

POND 11 KETTLE

AutoCAD SHX Text

12" D.I.P.DRAIN

AutoCAD SHX Text

4" D.I.P.FRESH WATERLINE

AutoCAD SHX Text

12" WATERLINE

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" WATERLINE

AutoCAD SHX Text

6" WATERLINE

AutoCAD SHX Text

12" DRAIN

AutoCAD SHX Text

6" CIP

AutoCAD SHX Text

12" CIP

AutoCAD SHX Text

8" CIP

AutoCAD SHX Text

4" WATERLINE

AutoCAD SHX Text M.H.5

AutoCAD SHX Text

SETTLING TANK

AutoCAD SHX Text

LEFT STA.

AutoCAD SHX Text 1025.60

AutoCAD SHX Text 1027.25

AutoCAD SHX Text 1031.50

AutoCAD SHX Text

INV=1027.00

AutoCAD SHX Text

INV=1026.72

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1032.00

AutoCAD SHX Text 1031.70

AutoCAD SHX Text 1031.50

AutoCAD SHX Text 1029.25

AutoCAD SHX Text REMOVE ~30 FEET OF CHANNEL INCLUDING BOTH SIDES AND BOTTOM. SALVAGE STONE FOR REFUSE

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 3

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text

SCALE:1"=20'-0"

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text 5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CADD:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

SHEET%%U %%UOF%%U

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text Drawing Status:

AutoCAD SHX Text

NEOSHO NATIONAL FISH HATCHERY

AutoCAD SHX Text

NEWTON COUNTY

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

STREAM BANK RESTORATION

AutoCAD SHX Text

DEMOLITION AND SWPPP PLAN - REACH 3

AutoCAD SHX Text

KMK

AutoCAD SHX Text

KAH

AutoCAD SHX Text 2/21

AutoCAD SHX Text

JRJ

AutoCAD SHX Text

NEO699L0.DWG

AutoCAD SHX Text

3F-MN-3-699

AutoCAD SHX Text

CONC.

PAD

STONE WALL

HISTORIC

E W

A L K

ASPHALT

SLIDING

GATE

SLIDING

X C

T T

S S

P A

R K

S T

R E

E T

S S

WITH ROCK PILLARS

ENTRANCE SIGN

BRICK BLDG

VISITOR'S CENTER

PLANTER

BRICK

PORCHES

CURB

CONC.

PLANTER

STONE

E W

A L K

FENCE

WOOD

SLIDING

GATE

SIGN

OPTIC

FIBER

ASPHALT

AC UNIT

SLIDING

GATE

X C

SIGN

R/R

E W

A L K

BRIDGE

CONC.

WALK

CONC.

BOLLARDS

WOOD

STONE MARKER

HISTORICAL

G R

A V

I V

WITH ARCH

COLUMNS

LIMESTONE

EDGE OF

BRUSH

EDGE OF

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 5, 2021.