S01 Attachment 3 - Plans - Anderson Site - Kandiyohi Co MN.pdf

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0.50.250

*Temporary Bench Marks will be set prior to the start of construction

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AutoCAD SHX Text LOCATION MAP Burbank Township Township

AutoCAD SHX Text R. 34 W.34 W. W.

AutoCAD SHX Text T. 122 N.122 N. N.

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LOCATION IN MINNESOTA

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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE

AutoCAD SHX Text Detail Plans for Anderson Dewatering Kandiyohi County, Minnesota County, Minnesota 6663220900WKK

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AutoCAD SHX Text Kandiyohi County County

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AutoCAD SHX Text Sec. 22, Burbank Twp., Kandiyohi Co., Minnesota22, Burbank Twp., Kandiyohi Co., Minnesota, Burbank Twp., Kandiyohi Co., MinnesotaBurbank Twp., Kandiyohi Co., Minnesota Twp., Kandiyohi Co., MinnesotaKandiyohi Co., Minnesota Co., Minnesota

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TEMPORARY BENCH MARKS*

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NO.

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ELEV.

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DESCRIPTION

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COORDINATE SYSTEM: NAD83 (CONUS), UTM 15N, GEOID 18. UNITS: US SURVEY FT.

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COVER SHEET 1 DEWATERING PROJECT PROJECT ANDERSON

AutoCAD SHX Text Minnesota specifications for conservation practices apply for all materials and construction work. these specifications are part of this plan. Changes in the drawings or specifications must be authorized by the owner and the NRCS representative with the proper approval authority. The owner is responsible for obtaining land rights and local, state, and federal permits or other permission necessary to perform and maintain the practice. State law and NRCS policy require that the excavator contact Gopher State One Call at least 48 hours prior to the start of excavation work. GSOC Number _______________________________

AutoCAD SHX Text This installation meets NRCS standards and specifications. __Yes __No Inspected by:__________________ Certified by:__________________ Date:_______________________

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CONSTRUCTION CERTIFICATIONCONSTRUCTION CERTIFICATION

AutoCAD SHX Text Eng. Job Class

AutoCAD SHX Text I have reviewed and understand the construction plans and specifications and agree to as described. ___________________ ______________ COOPERATORS SIGNATURE DATE

AutoCAD SHX Text Access ra l R es ou rc es

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Basin 3

Basin 1

Basin 0

Basin 2

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AutoCAD SHX Text 0900WKK_Kandiyohi_Anderson_Repair.dwg

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AutoCAD SHX Text Sec. 22, Burbank Twp., Kandiyohi Co., Minnesota22, Burbank Twp., Kandiyohi Co., Minnesota, Burbank Twp., Kandiyohi Co., MinnesotaBurbank Twp., Kandiyohi Co., Minnesota Twp., Kandiyohi Co., MinnesotaKandiyohi Co., Minnesota Co., Minnesota

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PLAN VIEW

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PLANVIEW DEWATERING PROJECT PROJECT ANDERSON

AutoCAD SHX Text Eng. Job Class

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1. Remove and salvage rock rip rap. Remove and salvage rock rip rap. 2. Excavate around structure and disconnect Excavate around structure and disconnect outlet pipe. Ensure outlet pipe is protected from sediment 3. Remove Pre-cast weir structure Remove Pre-cast weir structure 4. This will function as a sump to de-water This will function as a sump to de-water the area prior to tile installation

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1. Remove, salvage, and reset 15" HDPE Remove, salvage, and reset 15" HDPE Culvert Pipe. Pipe shall be reset in original location with an upstream elevation of 1223.7 and a downstream elevation of 1223.6. Fill shall be placed to match existing ground. 2. Excavate Channel to a depth of 1222.7. Excavate Channel to a depth of 1222.7. Material excavated from channel shall be spread on the south side of the channel to a maximum depth of 1'

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1. Search for tile outlet Search for tile outlet 2. If found, connect to new If found, connect to new 10" tile system with manufacturer's recommended connector

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1. Install 330 ft of 10" Perforated Install 330 ft of 10" Perforated Tile 2. Install 1220 ft of 10" Install 1220 ft of 10" Non-Perforated tile

Planned pool elevation 1223.7 ra l R es ou rc es

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Upstream ViewSide View

Existing 48" Diameter Precast Concrete Structure to be Removed

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REVISIONS

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DATE

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APPROVER

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TITLE

AutoCAD SHX Text Sec. 22, Burbank Twp., Kandiyohi Co., Minnesota22, Burbank Twp., Kandiyohi Co., Minnesota, Burbank Twp., Kandiyohi Co., MinnesotaBurbank Twp., Kandiyohi Co., Minnesota Twp., Kandiyohi Co., MinnesotaKandiyohi Co., Minnesota Co., Minnesota

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EXISTING STRUCTURE REMOVAL DEWATERING PROJECT PROJECT ANDERSON

AutoCAD SHX Text Eng. Job Class

AutoCAD SHX Text Weir Wall

AutoCAD SHX Text Notes: 1. Remove weir wall from inside concrete Remove weir wall from inside concrete structure. 2. Allow water to drain to bottom of lowest Allow water to drain to bottom of lowest opening (approx. 1220.4') 3. Remove upper barrel of structure. Remove upper barrel of structure. 4. Allow water to drain to top of base Allow water to drain to top of base approx. 1219.7') 5. Disconnect and protect outlet pipe and Disconnect and protect outlet pipe and remove structure base. 6. Place additional 2" filter aggregate for Place additional 2" filter aggregate for base as needed before setting new structure

AutoCAD SHX Text Upper Barrel

AutoCAD SHX Text 1220.4'

AutoCAD SHX Text 1219.7'

AutoCAD SHX Text Outlet Pipe

Structure Base ra l R es ou rc es

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Feet 0 40 80

Connection plan and materials must be approved by NRCS Rep prior to installation.

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AutoCAD SHX Text Sec. 22, Burbank Twp., Kandiyohi Co., Minnesota22, Burbank Twp., Kandiyohi Co., Minnesota, Burbank Twp., Kandiyohi Co., MinnesotaBurbank Twp., Kandiyohi Co., Minnesota Twp., Kandiyohi Co., MinnesotaKandiyohi Co., Minnesota Co., Minnesota

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DRAINIAGE PIPE DETAIL DEWATERING PROJECT PROJECT ANDERSON

AutoCAD SHX Text Eng. Job Class

AutoCAD SHX Text 10" Perforated Tile Sta 0+00 to 3+30

AutoCAD SHX Text Install cap at beginning of line with manufactured approved cap

AutoCAD SHX Text Connect 10" Perforated Tile to 10" Non-perforated Tile

AutoCAD SHX Text 10" Non-perforated Tile Sta 3+30 - 15+15

AutoCAD SHX Text 10" Non-perforated Tile Sta 3+30 - 15+15

AutoCAD SHX Text Connect Non-perforated Tile to concrete structure as per manufacturer's recommendation.

AutoCAD SHX Text 10" HDPE Dual Wall Rigid Pipe Sta 15+15-15+35

AutoCAD SHX Text slope = 0.40%%%

AutoCAD SHX Text slope = 0.40%%% slope = 0.40%%%

SECTION B-BSECTION A-AUpstream View Downstream View A

A

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B B

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STRUCTURE_DETAIL_1 DEWATERING AND REPAIR PROJECT ANDERSON

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AutoCAD SHX Text 48" X 48" X 5' PRECAST CONCRETE STRUCTURE WITH (6) OPENINGS OF 10" X 21" DETAILS PAGE ____

AutoCAD SHX Text 48" X 48" PRECAST CONCRETE STRUCTURE WITH 72" X 72" X 8" THICK INTEGRAL BASE SLAB

AutoCAD SHX Text 1224.7

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AutoCAD SHX Text 1216.7

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(14)-2" X 6" X 50.5" GALVANIZED STEEL STOP LOGS SEE DETAILS

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INFLOW FROM 10" HDPE DUAL-WALL PIPE

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OUTFLOW TO 12: HDPE DUAL-WALL PIPE

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(NOT TO SCALE)

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%%USTOP LOG DETAILS

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(NOT TO SCALE)

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5/8" DIA LIFTING PIN SOLID ROUND STOCK

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%%UFRONT VIEW

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%%UPLAN VIEW

AutoCAD SHX Text 2-1/2"

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AutoCAD SHX Text 7"

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AutoCAD SHX Text 2"x6"x3/16" GALVANIZED STEEL TUBING (50.5" LONG, " CLEAR EACH END)34" CLEAR EACH END)

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LIFTING PIN 5/8" DIAM. ROUND STOCK, (ONE ON EACH END OF STOP LOG)

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(NOT TO SCALE)

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%%USTOP LOG LIFTING HOOK

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2-REQUIRED

AutoCAD SHX Text 3"

AutoCAD SHX Text 7'

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FROM 1/2" GALVANIZED

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LIFTING HOOK CONSTRUCTED

AutoCAD SHX Text 3"

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AutoCAD SHX Text 9"

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AutoCAD SHX Text NOTE: PROVIDE A PIECE OF HEAVY CHAIN AND WELD TO A CONVENIENT LOCATION ALONG THE CATWALK FOR LOCKING THE LIFTING HOOKS TO THE STRUCTURE. CHAIN SHALL BE LARGEST SIZE THAT CAN EASILY PASS THROUGH HANDLE OF LIFTING HOOKS.

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ROUND STOCK

AutoCAD SHX Text 1223.4

AutoCAD SHX Text 1221.9

AutoCAD SHX Text 1220.4

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FOR GRATE WITH HATCH SEE PAGE ____

AutoCAD SHX Text Boot to connect to 10" HDPE Dual Walled Pipe

AutoCAD SHX Text Boot to connect to 12" HDPE Dual Walled Pipe

AutoCAD SHX Text Boot to connect to 10" HDPE Dual Walled Pipe

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TYPICAL BOULDER PLACEMENT AGAINST FACE OF

CATCH BASIN ORIFICE OPENINGS

TOPVIEW OF BOULDER AND RIPRAP PLACEMENT

OPENING DETAILS OF 48" X 48" BOX OUTLET STRUCTURE

A

A

GRATE COVER FOR CONCRETE STRUCTURE

NOTE: THE GRATE COVER SHALL

BE DESIGN BUILD AND MUST BE

APPROVED BY THE NRCS REP

PRIOR TO ORDERING.

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STRUCTURE_DETAIL_2 DEWATERING AND REPAIR PROJECT ANDERSON

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10" X 21" X ORIFICE OPENINGS

SALVAGE THE (12)-24" DIA BOULDERS AROUND THE FRONT FACE OF THE EXISTING STRUCTURE AND PLACE ON THE FRONT FACE OF THE NEW STRUCTURE AS SHOWN.