W911SA-17-B-2005_Attachment_5_East_Silver_Drawings.pdf

PDF 6 MB Posted Jul 5, 2017

Attached to: Repair Stillwell and East Silver Lake Dams at Fort McCoy, WI
Solicitation number: W911SA-17-B-2005
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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File	Type	Posted
W911SA-17-B-2005_Abstract_of_Offerors_8.8.17.pdf	PDF	Aug 8, 2017
W911SA-17-B-2005_Amendment_0003.pdf	PDF	Aug 3, 2017
W911SA-17-B-2005_Attachment_8_Final_boring_logs_1-10.pdf	PDF	Jul 28, 2017
W911SA-17-B-2005_Amendment_0002.pdf	PDF	Jul 28, 2017
W911SA-17-B-2005_Amendment_0001_(f).pdf	PDF	Jul 25, 2017
W911SA-17-B-2005_Attachment_6_Stillwell_Drawings.pdf	PDF	Jul 5, 2017
W911SA-17-B-2005_Attachment_7_SF24.pdf	PDF	Jul 5, 2017
W911SA-17-B-2005_Solicitation.pdf	PDF	Jun 30, 2017
W911SA-17-B-2005_Attachment_2_Stillwell_Specifications.pdf	PDF	Jun 30, 2017
W911SA-17-B-2005_Attachment_4_Stillwell_AT_OPSEC.pdf	PDF	Jun 30, 2017
W911SA-17-B-2005_Attachment_3_East_Silver_AT_OPSEC.pdf	PDF	Jun 30, 2017
W911SA-17-B-2005_Attachment_1_East_Silver_Specifications.pdf	PDF	Jun 30, 2017

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G0.1

Fort McCoy, Wisconsin

EAST SILVER LAKE DAM REPAIRS

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" x 34" PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.

SHEET INDEX

SHEET NUMBER SHEET TITLE

G0.1 COVER SHEET

G0.2 ABBREVIATIONS, LEGEND & GENERAL NOTES

C1.1 EROSION CONTROL & RESTORATION PLAN

C1.2 DEMOLITION & COFFERDAM PLAN

C1.3 SITE PLAN & PROFILE

C1.4 STORM SEWER PLAN & PROFILE

C3.1 CIVIL SECTIONS 1

C5.1 CIVIL DETAILS 1

C5.2 CIVIL DETAILS 2

C5.3 CIVIL DETAILS 3

S1.1 GENERAL PLAN

S3.1 CROSS SECTION, END ELEVATION & CORNER LAYOUTS

S5.1 BOX DETAILS 1

S5.2 BOX DETAILS 2

S5.3 OUTLET STRUCTURE DETAILS 1

S5.4 OUTLET STRUCTURE DETAILS 2

S5.5 BAFFLE WALL DETAILS

S5.6 RETAINING WALL DETAILS 1

S5.7 RETAINING WALL DETAILS 2

S5.8 INLET STRUCTURE DETAILS 1

S5.9 INLET STRUCTURE DETAILS 2

S5.10 BILL OF BARS

S5.11 PLATFORM DETAILS 1

S5.12 PLATFORM DETAILS 2

S5.13 METAL RAILING DETAILS

S5.14 MISCELLANEOUS DETAILS

REFERENCE DRAWINGS

DRAWING NUMBER DESCRIPTION

S.D.D. 8 E 9-6 SILT FENCE

S.D.D. 8 E 11-2 TURBIDITY BARRIER

S.D.D. 14 B 15-9a, 9b, 9c STEEL PLATE BEAM GUARD, CLASS "A" INSTALLATION & ELEMENTS S.D.D. 14 B 24-8a, 8b, 8c STEEL PLATE BEAM GUARD, ENERGY ABSORBING TERMINAL S.D.D. 14 B 27-1a, 1b, 1c STEEL PLATE BEAM GUARD SHORT RADIUS TERMINAL

NA STILLING BASIN FOR PIPE OR OPEN CHANNEL OUTLETS

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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WOZNAK

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BRAD T.

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ABBREVIATIONS

AutoCAD SHX Text GENERAL NOTES 1. HORIZONTAL DATUM IS REFERENCED TO THE MONROE COUNTY COORDINATE SYSTEM. HORIZONTAL DATUM IS REFERENCED TO THE MONROE COUNTY COORDINATE SYSTEM. 2. VERTICAL DATUM IS REFERENCED TO NAVD 88 (2007). VERTICAL DATUM IS REFERENCED TO NAVD 88 (2007). 3. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE UTILITY OWNERS, ABOVE GROUND EVIDENCE AND WISCONSIN DIGGERS HOTLINE MARKINGS PER TICKET NUMBER 20154608001 AND 20154608012. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH WISCONSIN STATUTE, THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR CONSTRUCTION BY THE CONTRACTOR. . 4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO CONSTRUCT PROJECT CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO CONSTRUCT PROJECT INCLUDING STAGING. PLAN SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. SEE SPECIFICATION SECTION 01526. 5. PROTECT ALL SURFACES NOT SHOWN FOR DEMOLITION. PROTECT ALL SURFACES NOT SHOWN FOR DEMOLITION. 6. SEE SHEET S1.1 FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED COFFER DAMS. SEE SHEET S1.1 FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED COFFER DAMS. S1.1 FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED COFFER DAMS. FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED COFFER DAMS. 7. CONTRACTOR SHALL FOLLOW ALL OSHA RULES AND REGULATIONS WHEN CONSTRUCTING CONTRACTOR SHALL FOLLOW ALL OSHA RULES AND REGULATIONS WHEN CONSTRUCTING THIS PROJECT. 8. CAUTION: WILD PARSNIP AND POISON SUMAC MAY BE GROWING ON THIS SITE. CAUTION: WILD PARSNIP AND POISON SUMAC MAY BE GROWING ON THIS SITE. CONTRACTOR SHOULD BE AWARE WHAT THESE PLANTS LOOK LIKE.

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SB-1

AutoCAD SHX Text CENTERLINE EDGE OF GRAVEL STORM SEWER TREE LINE EDGE OF WATERWAY DELINEATED WETLAND SILT FENCE TURBIDITY BARRIER RIPRAP HORIZONTAL/VERTICAL CONTROL POINT SIGN COMMUNICATION PEDESTAL SOIL BORING GRADING CONTROL POINT

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LEGEND

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EXISTING

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AutoCAD SHX Text AGG = AGGREGATE = AGGREGATE AGGREGATE ASPH = ASPHALT = ASPHALT ASPHALT ASSY = ASSEMBLY = ASSEMBLY ASSEMBLY B = BOTTOM = BOTTOM BOTTOM BF = BOTTOM FACE = BOTTOM FACE BOTTOM FACE BOP = BEGINNING OF PROJECT = BEGINNING OF PROJECT BEGINNING OF PROJECT CB = CATCH BASIN = CATCH BASIN CATCH BASIN CF = CUBIC FOOT = CUBIC FOOT CUBIC FOOT CFS = CUBIC FEET PER SECOND = CUBIC FEET PER SECOND CUBIC FEET PER SECOND CIP = CAST IRON PIPE = CAST IRON PIPE CAST IRON PIPE CJ = CONSTRUCTION JOINT = CONSTRUCTION JOINT CONSTRUCTION JOINT CL = CENTERLINE = CENTERLINE CENTERLINE CLR = CLEAR = CLEAR CLEAR CLSM = CONTROLLED LOW STRENGTH MORTAR = CONTROLLED LOW STRENGTH MORTAR CONTROLLED LOW STRENGTH MORTAR CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CORRUGATED METAL PIPE COL = COLUMN = COLUMN COLUMN CONC = CONCRETE = CONCRETE CONCRETE CONST = CONSTRUCTION = CONSTRUCTION CONSTRUCTION CONT = CONTINUOUS = CONTINUOUS CONTINUOUS CY = CUBIC YARD = CUBIC YARD CUBIC YARD DESC = DESCRIPTION = DESCRIPTION DESCRIPTION DIA = DIAMETER = DIAMETER DIAMETER DIP = DUCTILE IRON PIPE = DUCTILE IRON PIPE DUCTILE IRON PIPE DWL = DOWEL = DOWEL DOWEL E = EASTING = EASTING EASTING EF = EACH FACE = EACH FACE EACH FACE EL = ELEVATION = ELEVATION ELEVATION EO = EVERY OTHER = EVERY OTHER EVERY OTHER EOP = END OF PROJECT = END OF PROJECT END OF PROJECT EQ = EQUAL, EQUALLY = EQUAL, EQUALLY EQUAL, EQUALLY EW = EACH WAY = EACH WAY EACH WAY EX = EXISTING = EXISTING EXISTING EXP = EXPANSION = EXPANSION EXPANSION FES = FLARED END SECTION = FLARED END SECTION FLARED END SECTION FF = FRONT FACE = FRONT FACE FRONT FACE FL = FLOW LINE = FLOW LINE FLOW LINE FPS = FEET PER SECOND = FEET PER SECOND FEET PER SECOND FT = FEET = FEET FEET FTG = FOOTING = FOOTING FOOTING GA = GAUGE = GAUGE GAUGE HORZ = HORIZONTAL = HORIZONTAL HORIZONTAL ID = INSIDE DIAMETER = INSIDE DIAMETER INSIDE DIAMETER IF = INSIDE FACE = INSIDE FACE INSIDE FACE INV = INVERT = INVERT INVERT JT = JOINT = JOINT JOINT KSF = KILOPOUNDS PER SQUARE FOOT = KILOPOUNDS PER SQUARE FOOT KILOPOUNDS PER SQUARE FOOT L = LEFT = LEFT LEFT LF = LINEAR FEET = LINEAR FEET LINEAR FEET LONGIT = LONGITUDINAL = LONGITUDINAL LONGITUDINAL MAX = MAXIMUM = MAXIMUM MAXIMUM MH = MANHOLE = MANHOLE MANHOLE MI = MILE = MILE MILE MIN = MINIMUM = MINIMUM MINIMUM N = NORTHING = NORTHING NORTHING NO = NUMBER = NUMBER NUMBER OC = ON CENTER = ON CENTER ON CENTER OD = OUTSIDE DIAMETER = OUTSIDE DIAMETER OUTSIDE DIAMETER OF = OUTSIDE FACE = OUTSIDE FACE OUTSIDE FACE OFF = OFFSET = OFFSET OFFSET OPT = OPTIONAL = OPTIONAL OPTIONAL PC = POINT OF CURVATURE = POINT OF CURVATURE POINT OF CURVATURE PI = POINT OF INTERSECTION = POINT OF INTERSECTION POINT OF INTERSECTION PROJ = PROJECTED = PROJECTED PROJECTED PSI = POUNDS PER SQUARE INCH = POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT = POINT OF TANGENCY, POINT = POINT OF TANGENCY, POINT POINT OF TANGENCY, POINT R = RIGHT, RADIUS = RIGHT, RADIUS RIGHT, RADIUS RCP = REINFORCED CONCRETE PIPE = REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINF = REINFORCEMENT = REINFORCEMENT REINFORCEMENT SCH = SCHEDULE = SCHEDULE SCHEDULE SHLD = SHOULDER = SHOULDER SHOULDER SPA = SPACED, SPACING = SPACED, SPACING SPACED, SPACING SQ = SQUARE = SQUARE SQUARE SS = STAINLESS STEEL = STAINLESS STEEL STAINLESS STEEL STD = STANDARD = STANDARD STANDARD STRUCT = STRUCTURE = STRUCTURE STRUCTURE SYM = SYMMETRICAL = SYMMETRICAL SYMMETRICAL T = TOP = TOP TOP T&B = TOP AND BOTTOM = TOP AND BOTTOM TOP AND BOTTOM TAN = TANGENT = TANGENT TANGENT TC = TOP OF CASTING = TOP OF CASTING TOP OF CASTING TS = TUBE STEEL = TUBE STEEL TUBE STEEL TYP = TYPICAL = TYPICAL TYPICAL UNO = UNLESS NOTED OTHERWISE = UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VAR = VARIES = VARIES VARIES VERT = VERTICAL= VERTICALVERTICAL

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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EROSION CONTROL & RESTORATION PLAN

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EAST SILVER LAKE

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SILVER CREEK

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17TH CT

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BEGIN GUARD RAIL STA: 2+75.002+75.00

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ENERGY ABSORBING TERMINAL

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END GUARD RAIL STA: 4+76.28 4+76.28 OFF: 36.4R36.4R

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LEGEND RESTORE AGGREGATE RIPRAP SILT FENCE TURBIDITY BARRIER

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STATION

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2+75.00 TO 3+25.00

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DAM STRUCTURE #8295

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EAST SILVER LAKE

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17TH CT

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36" CMP

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36" RCP

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LEGEND AGGREGATE REMOVAL SALVAGE RIPRAP CLEARING AND GRUBBING SHORING/COFFERDAM

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PLAN AND PROFILE STA 2+00 - 6+00

AutoCAD SHX Text

ROAD CL

AutoCAD SHX Text

EAST SILVER LAKE

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17TH CT

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SILVER CREEK

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EXISTING 36" RCP

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EXISTING 36" CMP

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INLET CONTROL STRUCTURE

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OUTLET STRUCTURE

AutoCAD SHX Text 4:1

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BEGIN SLOPE RIPRAP STA 2+90

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END SLOPE RIPRAP STA 4+60

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RIPRAP SWALE

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BEGIN 2' ROAD WIDENING STA 2+91

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END 2' ROAD WIDENING STA 4+94

AutoCAD SHX Text 3:1

AutoCAD SHX Text

PROPOSED 6' X 6' CONCRETE BOX CULVERT

AutoCAD SHX Text

EXISTING 36" RCP TO BE REMOVED

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EXISTING 36" CMP TO BE REMOVED

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EXISTING GRADE AT ROAD CL

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text

SITE PLAN & PROFILE

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LRM

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LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

DJS

AutoCAD SHX Text NOTES: 1. PROPOSED CONTOURS SHOWN REPRESENT FINAL GRADE PROPOSED CONTOURS SHOWN REPRESENT FINAL GRADE ELEVATIONS (TOP OF RIPRAP, ROAD OR TOPSOIL). 2. SEE SHEET G0.2 FOR ROAD CL CONTROL TABLE.SEE SHEET G0.2 FOR ROAD CL CONTROL TABLE.G0.2 FOR ROAD CL CONTROL TABLE. FOR ROAD CL CONTROL TABLE.

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text KEYNOTES: 1. GRADE FROM TOP OF RETAINING WALL TO GRADE FROM TOP OF RETAINING WALL TO EXISTING SLOPE AT 1.0%. 2. ROAD TO BE RESTORED TO EXISTING GRADE ROAD TO BE RESTORED TO EXISTING GRADE AND CROSS SLOPES.

AutoCAD SHX Text

LEGEND AGGREGATE RIPRAP EDGE OF GRAVEL GRADING CONTROL POINT

C5.2

S1.1

C5.3

C1.4

Horz Scale: 1" = 20' Vert Scale: 1" = 10'

STORM SEWER PLAN AND PROFILE

C5.1

AutoCAD SHX Text

INLET CONTROL STRUCTURE

AutoCAD SHX Text

OUTLET STRUCTURE

AutoCAD SHX Text

OUTLET RIPRAP

AutoCAD SHX Text

EAST SILVER LAKE

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17TH CT

AutoCAD SHX Text

SILVER CREEK

AutoCAD SHX Text

EXISTING 36" RCP

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EXISTING 36" CMP

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INLET RIPRAP

AutoCAD SHX Text

INLET CONTROL STRUCTURE

AutoCAD SHX Text

OUTLET RIPRAP

AutoCAD SHX Text

OUTLET STRUCTURE

AutoCAD SHX Text

INLET RIPRAP

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AutoCAD SHX Text A

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

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STORM SEWER

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LRM

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LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

PLAN & PROFILE

AutoCAD SHX Text

DJS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. PROPOSED CONTOURS SHOWN REPRESENT PROPOSED CONTOURS SHOWN REPRESENT FINAL GRADE ELEVATIONS (TOP OF RIPRAP, ROAD OR TOPSOIL).

KEYNOTES: 1. INSTALL BOX CULVERT.INSTALL BOX CULVERT.

C5.2

Scale: 1" = 10'

ROAD & SLOPE RECONSTRUCTION SECTION

Scale: 1" = 10'

SLOPE RECONSTRUCTION SECTION

Scale: 1" = 10'

ROAD & SLOPE RECONSTRUCTION SECTION

C5.3

C5.2

C3.1

AutoCAD SHX Text

AutoCAD SHX Text -10

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AutoCAD SHX Text -90

AutoCAD SHX Text -100

AutoCAD SHX Text -110

AutoCAD SHX Text -120

AutoCAD SHX Text -130

AutoCAD SHX Text 4:1

AutoCAD SHX Text

WATER EL 893.5±AT TIME OF SURVEY (8/2016)

AutoCAD SHX Text

SLOPE RIPRAP & FILTER AGGREGATE AT OUTLET

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text KEYNOTES: 1. MATCH EXISTING CROSS SLOPES. MATCH EXISTING CROSS SLOPES. 2. EXISTING ROAD EMBANKMENT/DAM. EXISTING ROAD EMBANKMENT/DAM. 3. SLOPE TO REMAIN AS IS. RESTORE DISTURBED SLOPE TO REMAIN AS IS. RESTORE DISTURBED AREAS WITH TOPSOIL HYDROSEEDED. 4. GRADE FROM TOP OF RETAINING WALL TO GRADE FROM TOP OF RETAINING WALL TO EXISTING SLOPE AT 1.0%. FILL WITH GRANULAR FILL AND RESTORE WITH 4" TOPSOIL HYDROSEEDED. 5. RESTORE EXCAVATION LIMITS AT RETAINING RESTORE EXCAVATION LIMITS AT RETAINING WALL WITH 4" TOPSOIL HYDROSEEDED. 6. WIDEN ROAD TO ACCOMMODATE GUARD RAIL.WIDEN ROAD TO ACCOMMODATE GUARD RAIL.

AutoCAD SHX Text

SLOPE RIPRAP & FILTER AGGREGATE

AutoCAD SHX Text

6" STRIPPING

AutoCAD SHX Text

VARIES 3:1 MAX

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

17TH CT CL

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17TH CT CL

AutoCAD SHX Text

17TH CT CL

AutoCAD SHX Text

8" BASE AGGREGATE DENSE 3/4"

AutoCAD SHX Text

INLET RIPRAP

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

8" BASE AGGREGATE DENSE 3/4"

AutoCAD SHX Text 4:1

AutoCAD SHX Text

6" STRIPPING

AutoCAD SHX Text

WATER EL 893.5±AT TIME OF SURVEY (8/2016)

AutoCAD SHX Text

8" BASE AGGREGATE DENSE 3/4"

AutoCAD SHX Text 4:1

AutoCAD SHX Text

SLOPE RIPRAP & FILTER AGGREGATE

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text 3:1

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EXISTING GROUND

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EXISTING GROUND

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EXISTING GROUND

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EXISTING GROUND

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text

CIVIL SECTIONS 1

AutoCAD SHX Text

LRM

AutoCAD SHX Text

LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

No Scale

BOX CULVERT INSTALL AT DAM EMBANKMENT

No Scale

PIPE REMOVAL AT DAM EMBANKMENT

C5.1

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

PROPOSED 6' X 6' BOX CULVERT

AutoCAD SHX Text

EXCAVATE A SAFE TRENCH IN ACCORDANCE WITH OSHA REQUIREMENTS

AutoCAD SHX Text

EXCAVATE A SAFE TRENCH IN ACCORDANCE WITH OSHA REQUIREMENTS

AutoCAD SHX Text BENCH CUT OR SCARIFY EXISTING SLOPE TO BLEND EXISTING EMBANKMENT WITH FILL SOIL PRIOR TO BACKFILL AND COMPACTION

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AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

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MARK

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MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text

CIVIL DETAILS 1

AutoCAD SHX Text

LRM

AutoCAD SHX Text

LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

No Scale

SLOPE RIPRAP & FILTER AGGREGATE

No Scale

OUTLET RIPRAP

No Scale

SLOPE RIPRAP & FILTER AGGREGATE AT OUTLET

PLAN

SECTION A

SECTION B

C5.2

AutoCAD SHX Text 4:1

AutoCAD SHX Text

4" TOPSOIL HYDROSEEDED

AutoCAD SHX Text

EL 890.00

AutoCAD SHX Text 3:1

AutoCAD SHX Text

MATCH EXISTING CREEK BOTTOM

AutoCAD SHX Text 3:1

AutoCAD SHX Text

EL 881.50

AutoCAD SHX Text

MATCH EXISTING GROUND

AutoCAD SHX Text 3:1

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

MATCH EXISTING GROUND

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text

6" STRIPPING

AutoCAD SHX Text 3:1

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text

VAR

AutoCAD SHX Text

VAR

AutoCAD SHX Text 4:1

AutoCAD SHX Text

4" TOPSOIL HYDROSEEDED

AutoCAD SHX Text

EL 890.00

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text

6" STRIPPING

AutoCAD SHX Text

CREEK CL

AutoCAD SHX Text

MATCH 4:1 TOE OF SLOPE

AutoCAD SHX Text KEYNOTES: 1. RIPRAP GRADING CONTROL POINT. RIPRAP GRADING CONTROL POINT. SEE SHEET C1.3. C1.3. . 2. THICKEN FILTER AGGREGATE TO THICKEN FILTER AGGREGATE TO 48" MIN EXTENDING OUT 5' ON BOTH SIDES OF OUTLET STRUCTURE. FOR OTHER AREAS WHERE FILTER AGGREGATE IS SHOWN, PROVIDE AT 24" MIN THICKNESS.

AutoCAD SHX Text

OUTLET STRUCTURE

AutoCAD SHX Text

OUTLET STRUCTURE

AutoCAD SHX Text 4:1

AutoCAD SHX Text

MATCH 4:1 TOE OF SLOPE

AutoCAD SHX Text

LEGEND RIPRAP AND EXTENTS OF THICKENED FILTER AGGREGATE RIPRAP

AutoCAD SHX Text

EXISTING GROUND

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EXISTING GROUND

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AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

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AutoCAD SHX Text Plot date:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text

CIVIL DETAILS 2

AutoCAD SHX Text

LRM

AutoCAD SHX Text

LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

No Scale

INLET RIPRAP

No Scale

RIPRAP SWALE

PLAN

SECTION A

C5.3

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text .5

AutoCAD SHX Text

AutoCAD SHX Text .5

AutoCAD SHX Text

MATCH SLOPE (TYP)

AutoCAD SHX Text

EL 885.00

AutoCAD SHX Text

GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

AutoCAD SHX Text

TOP OF WALL EL 897.00

AutoCAD SHX Text

EL 885

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

INLET CONTROL STRUCTURE

AutoCAD SHX Text

INLET CONTROL STRUCTURE

AutoCAD SHX Text 3:1

AutoCAD SHX Text KEYNOTES: 1. RIPRAP GRADING CONTROL POINT. RIPRAP GRADING CONTROL POINT. SEE SHEET C1.3.C1.3..

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AutoCAD SHX Text A

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

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AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

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AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

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MARK

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

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CIVIL DETAILS 3

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LRM

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LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

LRM

AutoCAD SHX Text

HH 01196 15J

AutoCAD SHX Text

S1.1

Scale 1" = 10'

PLAN

Scale 1" = 10'

SECTION

60 150

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

INLET

AutoCAD SHX Text 3:1

AutoCAD SHX Text

STA 3+97.87 3+97.87±RDWY EL 902.58 N: 381301.06 381301.06 E: 667511.75667511.75

AutoCAD SHX Text

CONTROL PT B EL 885.00 885.00 N: 381310.63 381310.63 E: 667555.20667555.20

AutoCAD SHX Text

CONTROL PT A EL 881.50 881.50 N: 381281.15 381281.15 E: 667421.41667421.41

AutoCAD SHX Text

SEEPAGE COLLAR

AutoCAD SHX Text

17TH CT

AutoCAD SHX Text

EAST SILVER LAKE

AutoCAD SHX Text

SILVER CREEK

AutoCAD SHX Text

RAILING

AutoCAD SHX Text

RAILING

AutoCAD SHX Text 4:1

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 97'-0"

AutoCAD SHX Text 23'-0"

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

TOP OF PLATFORM EL 897.58

AutoCAD SHX Text

WEIR EL 893.50

AutoCAD SHX Text

METAL OPEN GRATE PLATFORM AND RAILING

AutoCAD SHX Text

NORMAL POOL EL 893.00

AutoCAD SHX Text

100 YR DESIGN EL 895.90

AutoCAD SHX Text

EXISTING GROUND AT BOX CULVERT

AutoCAD SHX Text

PROPOSED GROUND AT BOX CULVERT

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LEVEL

AutoCAD SHX Text

AT CULVERT

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METAL RAILING

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SLOPE

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INLET

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OUTLET

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17TH CT

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UNDERFLOW STOP LOGS (6" OPENING AT BOTTOM) SEE SHEET S5.14S5.14

AutoCAD SHX Text

PRIMARY TIMBER STOPLOGS EL 893.00

AutoCAD SHX Text 3:1

AutoCAD SHX Text 889.67

AutoCAD SHX Text

SEEPAGE COLLAR

AutoCAD SHX Text

TOP OF WALL EL 897.00

AutoCAD SHX Text

EXISTING GROUND AT BOX CULVERT

AutoCAD SHX Text

10' LONG SHEET PILE CUTOFF WALL

AutoCAD SHX Text

METAL RAILING

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RIPRAP

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RIPRAP

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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AutoCAD SHX Text Reviewed by:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

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GENERAL PLAN

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JAJ

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LRM

AutoCAD SHX Text

FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

EAST SILVER LAKE DAM REPAIRS

AutoCAD SHX Text

JAJ

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HH 01196 15J

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JMB

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SCALE IN FEET

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SCALE IN FEET

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AutoCAD SHX Text DESIGN DATA LIVE LOAD DESIGN RATING = GREATER OF = GREATER OF GREATER OF HL-93 AND M1A2 ABRAMS TANK (80 TON) MILITARY LOAD CLASSIFICATION (MLC) SINGLE LANE = 150 = 150 TWO LANES = 60 = 60 (WHEELED AND TRACKED VEHICLES) EARTH LOAD = DESIGNED FOR 7 TO 14 FEET = DESIGNED FOR 7 TO 14 FEET DESIGNED FOR 7 TO 14 FEET OF OVERFILL RETAINING WALL DESIGN PARAMETERS: BACKFILL = 30°UNIT WEIGHT (SAT) = 126 PCF MAX BEARING PRESSURE ON SOIL = 4.0 KSF ALLOWABLE DESIGN STRESSES: CONCRETE MASONRY GRADE C (WISDOT 501) f' = 4,000 psi f' = 4,000 psi c= 4,000 psi HIGH STRENGTH BAR STEEL REINFORCEMENT AASHTO GRADE 60 f = 60,000 psi (BLACK) f = 60,000 psi (BLACK) y= 60,000 psi (BLACK) STRUCTURAL STEEL: STRUCTURAL STEEL SHAPES, PLATES, TUBES AND PIPE SHALL CONFORM TO ASTM A36, A53 & A500 GR B. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION. BOLTS, NUTS & WASHERS SHALL BE STAINLESS STEEL CONFORMING TO ASTM A582 FOR TYPE 302, 304 OF 316. WELD SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.1. FOUNDATION DATA RETAINING WALL TO BE SPREAD FOOTING ON SOIL 4000 PSF MAXIMUM BEARING PRESSURE.

AutoCAD SHX Text HYDRAULIC DATA 100 YEAR FREQUENCY Q 300 CFS 100300 CFS Q OVER ROAD 0 CFS 100 OVER ROAD 0 CFS 0 CFS CFS Q THRU BRIDGE 300 CFS 100 THRU BRIDGE 300 CFS 300 CFS VELOCITY 26 FPS 26 FPS FPS HIGH WATER EL 895.9 FT 895.9 FT DRAINAGE AREA 3.0 SQ MI 3.0 SQ MI SQ MI TEMPORARY BYPASS Q HIGH WATER EL 894.3 FT 2 HIGH WATER EL 894.3 FT 894.3 FT Q 65 CFS265 CFSCFS

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NOTES: INDICATES RETAINING OR WING WALL

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EXISTING STRUCTURE #8295 TO BE REMOVED. SEE SHEET C1.2C1.2

AutoCAD SHX Text NOTES: 1. DRAWINGS SHALL NOT BE SCALED. DRAWINGS SHALL NOT BE SCALED. 2. THE 'WISCONSIN DEPARTMENT OF THE 'WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2017 EDITION' & ADDENDUMS SHALL APPLY TO THIS PROJECT. 3. SEE SITE PLANS FOR EXISTING & PROPOSED SEE SITE PLANS FOR EXISTING & PROPOSED UTILITY LOCATIONS. 4. BAR STEEL REINFORCEMENT SHALL BE BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2" CLEAR UNLESS OTHERWISE SHOWN OR NOTED. 5. SEAL ALL EXPOSED HORIZONTAL AND SEAL ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES OF " FILLER WITH 34" FILLER WITH NON-STAINING GRAY NON-ASPHALTIC JOINT SEALER MEETING FEDERAL SPECIFICATION TTS-230 TYPE 2. 6. FILLER SHALL CONFORM TO THE FILLER SHALL CONFORM TO THE REQUIREMENTS OF AASHTO DESIGNATION: M153 TYPE 1, 2, OR 3 OR AASHTO DESIGNATION: M213. 7. CONTRACTOR RESPONSIBLE FOR CONTRACTOR RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES BEFORE DIGGING.

AutoCAD SHX Text 2/21/2017

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CHIPPEWA FALLS,

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JOHNSON

JEFFREY A.

S3.1

Scale: 1/2" = 1'-0"

CROSS SECTION THRU BOX & SEEPAGE COLLAR

Scale: 3/8" = 1'-0"

END ELEVATION AT INLET

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CORNER LAYOUT INLET WING 3 & 4

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CONST JT

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OPTIONAL CONST JT

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BOX CULVERT

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SYM ABOUT BOX CULVERT

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TOP OF WALL EL 897.00 LEVEL

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3:1 SLOPE

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EL 893.50 TOP OF INLET STRUCTURE

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3:1 SLOPE

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EL 889.67 TOP OF RIPRAP

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FINISHED GROUND LINE AT FF WALL

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GEOTEXTILE FABRIC

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BOX CULVERT

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EL 882.00

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EL 882.50

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EL 887.50

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SYM ABOUT BOX CULVERT

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RETAINING

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RETAINING

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1" BEVEL

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34" FILLER TO EXTEND FROM TOP OF FOOTING TO TOP OF WING

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6" PVC WATERSTOP (INCIDENTAL)

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DOWEL BAR ASSY JT SEE BOX DETAILS SHEETS

AutoCAD SHX Text 18" MINIMUM WIDTH RUBBERIZED MEMBRANE WATERPROOFING EXTEND FROM TOP OF FOOTING TO TOP OF WALL (FLUSH WITH TOP OF CONCRETE)

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AutoCAD SHX Text FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

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ELEVATION & CORNER

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JAJ

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LRM

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EAST SILVER LAKE DAM REPAIRS

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LAYOUTS

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CROSS SECTION, END

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JMB

S5.2

S5.1

Scale: 3/4" = 1'-0"

SECTION THRU BOX CULVERT

Scale: 1/2" = 1'-0"

PLAN REINFORCEMENT

Scale: 3/4" = 1'-0"

TYP SECTION AT CORNER LAYOUT

Scale: 1/2" = 1'-0"

HEADWALL PLAN - REINFORCEMENT

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OUTSIDE FACE T&B, B506

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INSIDE FACE T&B, B506

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INSIDE FACE

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OUTSIDE FACE

AutoCAD SHX Text B505 @ 6"

AutoCAD SHX Text B503 @ 12"

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B501 @ 12" OUTSIDE CORNERS

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OF 17TH CT

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SYM ABOUT BOX CULVERT

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B506, LONGITUDINAL REINFORCEMENT (MIN 2'-0" MIN LAP)

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10 EQ SPA @ 1'-0" MAX

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10 EQ SPA @ 1'-0" MAX

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10 EQ SPA @ 1'-0" MAX

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10 EQ SPA @ 1'-0" MAX

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4 SPA @ 9"

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4 SPA @ 9"

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B620 (BF)

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B620 (BF)

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RETAINING WALLS

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RETAINING WALLS

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DOWEL ASSEMBLY @ 1'-0" CENTER IN WALL SEE DOWEL BAR ASSY DETAIL

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6" PVC WATERSTOP

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1" BEVEL, TYP

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FF WALL

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18" MIN WIDTH RUBBERIZED MEMBRANE WATERPROOFING FROM TOP OF FTG TO TOP OF WALL

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34" PREFORMED JOINT FILLER TOP OF FTG TO TOP OF WALL

AutoCAD SHX Text FILL WITH NON-STAINING GRAY SINGLE COMPONENT NON-BITUMINOUS JOINT SEALER FROM TOP OF FTG TO TOP OF WALL

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7 SPA = 7'-0" SEE S5.9 FOR SPA

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7 SPA = 7'-0" SEE S5.9 FOR SPA

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B526, TYP

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B525, ABOVE UPPER CJ

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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BOX DETAILS 1

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S5.2

Scale: 1" = 1'-0"

SEEPAGE CUTOFF WALL

Scale: 3/4" = 1'-0"

SEEPAGE CUTOFF WALL HALF ELEVATION

Scale: 3/4" = 1'-0"

BOX VERTICAL OPTIONAL CONSTRUCTION JOINT

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B407 CENTERED IN WALL WHERE SHOWN IN ELEVATION

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OPT CONST JT

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B409, B410 AT 1'-0" MAX CENTERED IN WALL

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SEEPAGE CUTOFF WALL

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1'-0" MAX SPA

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1'-0" MAX SPA

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CONST JT

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BOX CULVERT

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#5 @ 1'-0" CENTERS IN ALL FOUR SIDES (INCIDENTAL)

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File details come from the government source that posted it. Updated Nov 14, 2017.