W911SA-17-B-2005_Attachment_6_Stillwell_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_5_East_Silver_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

STILLWELL 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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COMM

G0.2

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SB-1

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

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LEGEND

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 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 TEMPORARY SEE SHEET S1.1 FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED TEMPORARY S1.1 FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED TEMPORARY FOR HYDRAULIC DATA FOR THE CONTRACTOR DESIGNED TEMPORARY BYPASS PIPE AND COFFER DAMS. 7. CONTRACTOR SHALL FOLLOW ALL OSHA RULES AND REGULATIONS WHEN 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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ABBREVIATIONS

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EXISTING

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PROPOSED

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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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EROSION CONTROL & RESTORATION PLAN

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STILLWELL CREEK

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PIER

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PARKING AREA

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18" RCP

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STILLWELL LAKE

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BEGIN GUARD RAIL STA: 3+35.003+35.00

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ENERGY ABSORBING TERMINAL

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END GUARD RAIL STA: 6+06.74 6+06.74 OFF: 46.4R46.4R

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INLET CONTROL STRUCTURE

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AutoCAD SHX Text KEYNOTES: 1. RESTORE SIDE SLOPES AND ANY DISTURBED TURF WITH 4" TOPSOIL RESTORE SIDE SLOPES AND ANY DISTURBED TURF WITH 4" TOPSOIL HYDROSEEDED. 2. RESTORE ROADWAY SURFACE WITH 4" OF ASPHALT OVER 8" BASE RESTORE ROADWAY SURFACE WITH 4" OF ASPHALT OVER 8" BASE AGGREGATE. 3. RIPRAP SHALL BE INSTALLED AT OUTLET STRUCTURE. RIPRAP SHALL BE INSTALLED AT OUTLET STRUCTURE. 4. APPROXIMATE LOCATION OF GUARD RAIL. SEE GUARD RAIL CONTROL TABLE. APPROXIMATE LOCATION OF GUARD RAIL. SEE GUARD RAIL CONTROL TABLE. 5. TRANSITION FROM WOOD POSTS FROM ENERGY ABSORBING TERMINAL TO TRANSITION FROM WOOD POSTS FROM ENERGY ABSORBING TERMINAL TO CLASS "A" LHW POSTS. 6. RIPRAP SHALL BE INSTALLED AT INLET CONTROL STRUCTURE. RIPRAP SHALL BE INSTALLED AT INLET CONTROL STRUCTURE. 7. STEEL PLATE BEAM GUARD CLASS "A" POST (LHW). STEEL PLATE BEAM GUARD CLASS "A" POST (LHW). 8. SHORT RADIUS TERMINAL POSTS (CRT). SHORT RADIUS TERMINAL POSTS (CRT). 9. TRANSITION FROM STA 5+51.75 TO 2' BENCH BEHIND GUARD POSTS IN TRANSITION FROM STA 5+51.75 TO 2' BENCH BEHIND GUARD POSTS IN 6'-3". 10. RESTORE MILLED AREAS FROM STA 3+50 TO 5+30 WITH ASPHALT UPPER RESTORE MILLED AREAS FROM STA 3+50 TO 5+30 WITH ASPHALT UPPER LAYER. 11. TURBIDITY BARRIER TO BE PLACED AT TEMPORARY BYPASS PIPE INLET.TURBIDITY BARRIER TO BE PLACED AT TEMPORARY BYPASS PIPE INLET.

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LEGEND RESTORE ASPHALT RIPRAP SILT FENCE TURBIDITY BARRIER

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STATION

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3+35.00 TO 3+85.00

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DAM STRUCTURE #8204

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30" RCP

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AutoCAD SHX Text NOTES: 1. ASPHALT EDGES SHALL BE SAWCUT FULL DEPTH. ASPHALT EDGES SHALL BE SAWCUT FULL DEPTH. 2. CONTRACTOR SHALL SURVEY AND RECORD SIGNS, CONTRACTOR SHALL SURVEY AND RECORD SIGNS, KIOSK AND ANY ASPHALT SURFACE BEING REMOVED FOR REPLACEMENT PURPOSES. 3. CONTRACTOR SHALL REMOVE ALL VEGETATION FROM CONTRACTOR SHALL REMOVE ALL VEGETATION FROM GRADING AREAS SHOWN IN PLANS. SEE SHEET C1.3.C1.3..

AutoCAD SHX Text KEYNOTES: 1. REMOVE 30" RCP. REMOVE 30" RCP. 2. REMOVE CONCRETE INLET CONTROL DAM STRUCTURE REMOVE CONCRETE INLET CONTROL DAM STRUCTURE INCLUDING WOOD DECK AND RAILINGS. 3. REMOVE ASPHALT AND AGGREGATE BASE AS REMOVE ASPHALT AND AGGREGATE BASE AS REQUIRED TO REMOVE PIPE AND TO INSTALL NEW TEMPORARY BYPASS PIPE. 4. TEMPORARY BYPASS TO BE INSTALLED PRIOR TO TEMPORARY BYPASS TO BE INSTALLED PRIOR TO REMOVING 30" RCP. SEE SHEET C1.4. C1.4. . 5. APPROXIMATE SHORING/COFFERDAM. CONTRACTOR APPROXIMATE SHORING/COFFERDAM. CONTRACTOR SHALL DESIGN AND DETERMINE LOCATION. SEE SHEET S1.1 FOR HYDRAULIC DATA. SEE S1.1 FOR HYDRAULIC DATA. SEE FOR HYDRAULIC DATA. SEE SPECIFICATION SECTION 02315. 6. SUPPORT AND PROTECT UNDERGROUND SUPPORT AND PROTECT UNDERGROUND COMMUNICATION LINES IN PLACE. 7. CONTRACTOR SHALL SALVAGE ALL SIGNS AND KIOSK CONTRACTOR SHALL SALVAGE ALL SIGNS AND KIOSK AS NEEDED AND REINSTALL AT END OF PROJECT. 8. MILL SURFACE 1" DEEP (EXCLUDING EXCAVATION MILL SURFACE 1" DEEP (EXCLUDING EXCAVATION AREAS) STA 3+50 TO 5+30 FULL WIDTH.

LEGEND BITUMINOUS REMOVAL CLEARING AND GRUBBING SHORING/COFFERDAM

C3.1

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C1.3

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

PLAN AND PROFILE STA 2+00 - 6+601

AutoCAD SHX Text

18TH LANE

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STILLWELL CREEK

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STILLWELL LAKE

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18" RCP

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ROAD CL

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EXISTING 30" RCP

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PROPOSED 6' X 6' BOX CULVERT

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INLET CONTROL STRUCTURE

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OUTLET STRUCTURE

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BEGIN ROCK FILL STA 3+94

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END ROCK FILL STA 5+75

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BEGIN SLOPE RIPRAP STA 3+13

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BEGIN GRADING STA 3+02

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END SLOPE RIPRAP STA 5+33

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END GRADING STA 5+65

AutoCAD SHX Text 3:1

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EXISTING GRADE AT ROAD CL

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PROPOSED 6' X 6' CONCRETE BOX CULVERT

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EXISTING 30" RCP TO BE REMOVED

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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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DATE

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SITE PLAN & PROFILE

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LRM

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LRM

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FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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HH 01195 15J

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DJS

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SCALE IN FEET

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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 KEYNOTES: 1. SUPPORT AND PROTECT UNDERGROUND SUPPORT AND PROTECT UNDERGROUND COMMUNICATION LINES IN PLACE. 2. GRADE FROM EDGE OF SHOULDER TO TOP OF GRADE FROM EDGE OF SHOULDER TO TOP OF RETAINING WALL WITH DRAINAGE SWALE AS SHOWN. 3. ROAD TO BE RESTORED TO EXISTING GRADE ROAD TO BE RESTORED TO EXISTING GRADE AND CROSS SLOPES.

AutoCAD SHX Text

LEGEND ASPHALT RIPRAP EDGE OF ASPHALT EDGE OF GRAVEL GRADING CONTROL POINT

C1.4

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

STORM SEWER PLAN AND PROFILE

AutoCAD SHX Text

18TH LANE

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STILLWELL CREEK

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STILLWELL LAKE

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18" RCP

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INLET CONTROL STRUCTURE

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OUTLET STRUCTURE

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OUTLET RIPRAP

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AutoCAD SHX Text S1.1

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CONCEPTUAL TEMPORARY BYPASS PIPE (SEE NOTE 2)

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CONCEPTUAL TEMPORARY DROP MH

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EXISTING 30" RCP

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PROPOSED 6' X 6' BOX CULVERT

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INLET RIPRAP

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AutoCAD SHX Text C5.3

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INLET CONTROL STRUCTURE

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OUTLET RIPRAP

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CONCEPTUAL TEMPORARY BYPASS PIPE (SEE NOTE 2)

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OUTLET STRUCTURE

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INLET RIRPAP

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DRAINAGE SWALE

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CONCEPTUAL TEMPORARY DROP MH

AutoCAD SHX Text CONCEPTUAL PROFILE OF TEMPORARY BYPASS (CONTRACTOR SHALL DESIGN PIPES, MANHOLES AND ALIGNMENT. CONTRACTOR IS RESPONSIBLE IF PIPE DESIGN FAILS)

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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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STORM SEWER

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FEB 2017

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AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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LRM

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HH 01195 15J

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PLAN & PROFILE

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DJS

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SCALE IN FEET

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AutoCAD SHX Text NOTES: 1. PROPOSED CONTOURS SHOWN REPRESENT PROPOSED CONTOURS SHOWN REPRESENT FINAL GRADE ELEVATIONS (TOP OF RIPRAP, ROAD OR TOPSOIL). 2. TEMPORARY BYPASS SHALL BE CONTRACTOR TEMPORARY BYPASS SHALL BE CONTRACTOR DESIGNED AND LOCATED. TEMPORARY BYPASS TO BE INSTALLED PRIOR TO DEMOLITION OF EXISTING 30" RCP AND CONCRETE INLET CONTROL DAM STRUCTURE. TEMPORARY BYPASS TO BE REMOVED WHEN NEW DAM STRUCTURE AND BOX CULVERT INSTALLATION IS COMPLETE.

AutoCAD SHX Text KEYNOTES: 1. INSTALL BOX CULVERT. INSTALL BOX CULVERT. 2. SUPPORT AND PROTECT UNDERGROUND SUPPORT AND PROTECT UNDERGROUND COMMUNICATION LINES IN PLACE. DEPTH UNKNOWN.

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

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SLOPE RECONSTRUCTION SECTION

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PAVEMENT SECTION

Scale: 1" = 10'

ROAD & SLOPE RECONSTRUCTION SECTION

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SLOPE RECONSTRUCTION SECTION

C3.1

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AutoCAD SHX Text KEYNOTES: 1. MATCH EXISTING CROSS SLOPES. MATCH EXISTING CROSS SLOPES. 2. EXISTING ROAD EMBANKMENT/DAM. EXISTING ROAD EMBANKMENT/DAM. 3. SUPPORT AND PROTECT UNDERGROUND SUPPORT AND PROTECT UNDERGROUND COMMUNICATION LINES IN PLACE. DEPTH UNKNOWN. 4. MEDIUM RIPRAP (WISDOT 606) UNDERLAIN MEDIUM RIPRAP (WISDOT 606) UNDERLAIN WITH GEOTEXTILE FABRIC TYPE HR (WISDOT 645). INSTALL GEOTEXTILE TO EL 936.00. 5. GRADE FROM EDGE OF SHOULDER TO TOP OF GRADE FROM EDGE OF SHOULDER TO TOP OF RETAINING WALL. SEE SHEET C1.3 FOR DRAINAGE C1.3 FOR DRAINAGE FOR DRAINAGE SWALE GRADING CONTROL POINTS.

AutoCAD SHX Text 4:1

AutoCAD SHX Text

VARIES 3:1 MAX

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WATER EL 937.5±AT TIME OF SURVEY (8/2016)

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BITUMINOUS TACK COAT

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8" MIN BASE AGGREGATE DENSE 1-1/4"

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2" ASPHALT UPPER LAYER

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2" ASPHALT LOWER LAYER

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EXISTING GROUND

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GUARD RAIL

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AutoCAD SHX Text C5.2

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SLOPE RIPRAP & FILTER AGGREGATE AT OUTLET

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WATER EL 937.5±AT TIME OF SURVEY (8/2016)

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AutoCAD SHX Text C3.1

AutoCAD SHX Text 4%%%

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AutoCAD SHX Text C5.2

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SLOPE RIPRAP & FILTER AGGREGATE

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6" STRIPPING TO EDGE OF WATER

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6" STRIPPING

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RETAINING WALL

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4" TOPSOIL HYDROSEEDED

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DRAINAGE SWALE

AutoCAD SHX Text 4:1

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EXISTING GROUND

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6" STRIPPING

AutoCAD SHX Text 3:1

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WATER EL 937.5±AT TIME OF SURVEY (8/2016)

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18TH LANE CL

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18TH LANE CL

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18TH LANE CL

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BASE AGGREGATE DENSE 3/4" (4" DOWNSTREAM SIDE) (6" UPSTREAM SIDE)

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GUARD RAIL

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GUARD RAIL

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GRANULAR FILL

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TOPSOIL INUNDATED ROCK FILL

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AutoCAD SHX Text C5.3

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GRANULAR FILL

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TOPSOIL INUNDATED ROCK FILL

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EXISTING GROUND

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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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CIVIL SECTIONS 1

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LRM

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FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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PIPE REMOVAL & BOX CULVERT INSTALL AT DAM EMBANKMENT

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TEMPORARY BYPASS PIPE AT DAM EMBANKMENT

C5.1

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CONTRACTOR DESIGNED TEMPORARY BYPASS PIPE

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PROPOSED 6' X 6' BOX CULVERT

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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REMOVE EXISTING 30" RCP

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EXCAVATE A SAFE TRENCH IN ACCORDANCE WITH OSHA REQUIREMENTS

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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 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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CIVIL DETAILS 1

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FEB 2017

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AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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HH 01195 15J

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SLOPE RIPRAP & FILTER AGGREGATE

PLAN

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OUTLET RIPRAP

SECTION A

SECTION B

C5.2

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SLOPE RIPRAP & FILTER AGGREGATE AT OUTLET

C5.2

AutoCAD SHX Text 4:1

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4" TOPSOIL HYDROSEEDED

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EL 935.00

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MATCH EXISTING CREEK BOTTOM

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OUTLET STRUCTURE

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EL 926.50

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MATCH EXISTING GROUND

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MATCH EXISTING GROUND

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

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6" STRIPPING

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

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OUTLET STRUCTURE

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4" TOPSOIL HYDROSEEDED

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EL 935.00

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EXISTING GROUND

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

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6" STRIPPING

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CREEK CL

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MATCH 4:1 TOE OF SLOPE

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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

LEGEND RIPRAP AND EXTENTS OF THICKENED FILTER AGGREGATE RIPRAP

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EXISTING GROUND

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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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FEB 2017

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AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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INLET RIPRAP

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TOPSOIL INUNDATED ROCKFILL

C5.3

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RETAINING WALL

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RETAINING WALL

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EL 930.00

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645)

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NORMAL POOL EL 938.00

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12" COIR LOG TIED TO STAKE WITH ROPE

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LIVE STAKE SPACED AT 2' OC

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STAKE 2" X 2" X 3' (TYP)

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GEOTEXTILE FABRIC TYPE HR (WISDOT 645), INSTALL TO EL 936.00

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EXISTING GROUND

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GUARD RAIL

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TOP OF WALL EL 942.00

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MATCH EXISTING LAKE BOTTOM

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INLET CONTROL STRUCTURE

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INLET CONTROL STRUCTURE

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

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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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AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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LRM

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HH 01195 15J

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S1.1

Scale 1" = 10'

PLAN

Scale 1" = 10'

SECTION

60 150

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OUTLET

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INLET

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AutoCAD SHX Text 72'-6"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 23'-0"

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18TH LANE

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STILLWELL LAKE

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STILLWELL CREEK

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SEEPAGE COLLAR

AutoCAD SHX Text STA 4+23.17 4+23.17±RDWY EL 942.06 942.06 N: 396431.58 396431.58 E: 669664.92669664.92

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CONTROL PT B EL 930.00 930.00 N: 396398.37 396398.37 E: 669695.66669695.66

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RAILING

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RAILING

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CONTROL PT A EL 926.50 N: 396480.94 E: 669619.24

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TOP OF PLATFORM EL 942.58

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WEIR EL 938.50

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METAL OPEN GRATE PLATFORM AND RAILING

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NORMAL POOL EL 938.00

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100 YR DESIGN EL 940.90

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EXISTING GROUND AT BOX CULVERT

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LEVEL

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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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18TH LANE

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

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PRIMARY TIMBER STOP LOGS EL 938.00

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AutoCAD SHX Text 934.67

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SEEPAGE COLLAR

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TOP OF WALL EL 942.00

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EXISTING GROUND AT CULVERT

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PROPOSED GROUND AT CULVERT

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10' LONG SHEET PILE CUTOFF WALL

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METAL RAILING

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RIPRAP

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RIPRAP

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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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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

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FEB 2017

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AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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JAJ

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HH 01195 15J

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JMB

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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) = 134 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.

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SCALE IN FEET

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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 29 FPS 29 FPS FPS HIGH WATER EL 100 YR 940.9 FT 940.9 FT DRAINAGE AREA 2.7 SQ MI 2.7 SQ MI SQ MI TEMPORARY BYPASS Q HIGH WATER EL 939.3 FT 2 HIGH WATER EL 939.3 FT 939.3 FT Q 70 CFS 270 CFS CFS MAX POOL TEMPORARY DRAWDOWN ELEVATION IS 936.00. MAXIMUM TEMPORARY BYPASS DISCHARGE VELOCITY TO NATURAL CHANNEL IS 5 FPS.

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NOTES: INDICATES RETAINING OR WING WALL

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EXISTING STRUCTURE #8204 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 VERTICAL SEAL ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES OF " FILLER WITH NON-STAINING 34" FILLER WITH NON-STAINING GRAY NON-ASPHALTIC JOINT SEALER MEETING FEDERAL SPECIFICATIONS TTS-230 TYPE 2. 6. FILLER SHALL CONFORM TO THE REQUIREMENTS FILLER SHALL CONFORM TO THE REQUIREMENTS OF AASHTO DESIGNATION: M153 TYPE 1, 2, OR 3 OR AASHTO DESIGNATION: M213. 7. CONTRACTOR RESPONSIBLE FOR LOCATING ALL 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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AutoCAD SHX Text E-23938

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JOHNSON

JEFFREY A.

S3.1

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

CROSS SECTION THRU BOX CULVERT & SEEPAGE COLLAR

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

END ELEVATION AT INLET

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

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 942.00 LEVEL

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3:1 SLOPE

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EL 938.50 TOP OF INLET STRUCTURE

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3:1 SLOPE

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EL 934.67 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 927.00

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EL 927.50

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EL 932.50

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SYM ABOUT BOX CULVERT

AutoCAD SHX Text 1'-9"

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RETAINING

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RETAINING

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-3"

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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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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

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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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FEB 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text 16/02/2017

AutoCAD SHX Text FORT McCOY, WISCONSIN

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STILLWELL LAKE DAM REPAIRS

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JAJ

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HH 01195 15J

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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

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2'-0"

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INSIDE FACE

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OUTSIDE FACE

AutoCAD SHX Text B505 @ 6"

AutoCAD SHX Text B503 @ 12"

AutoCAD SHX Text B502 @ 4"

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B501 @ 12" OUTSIDE CORNERS

AutoCAD SHX Text B504 @ 12"

AutoCAD SHX Text B506

AutoCAD SHX Text 18" MIN WIDTH RUBBERIZED WATERPROOF MEMBRANE AT HORZ CJ's

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OF 18TH LANE

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SYM ABOUT BOX CULVERT

AutoCAD SHX Text B506

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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…

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