W911SA-18-B-2006_Attachment_3_Drawings.pdf

PDF 6 MB Posted Jan 12, 2018

Attached to: Construct Training Ammunition Supply Point (ASP) at Fort McCoy, WI Federal contract opportunity
Solicitation number: W911SA-18-B-2006
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Other files for this federal contract opportunity

Other files attached to Construct Training Ammunition Supply Point (ASP) at Fort McCoy, WI, newest first.
File	Type	Posted
W911SA-18-B-2006_Bid_Abstract.pdf	PDF	Feb 14, 2018
W911SA-18-B-2006_Amendment_0001.pdf	PDF	Feb 7, 2018
W911SA-18-B-2006_Site_Visit_Sign_in_Sheet_1.24.18.pdf	PDF	Jan 24, 2018
W911SA-18-B-2006_Attachment_1_Specifications.pdf	PDF	Jan 12, 2018
W911SA-18-B-2006_Solicitation_(f).pdf	PDF	Jan 12, 2018
W911SA-18-B-2006_Attachment_4_Wage_Rate_Requirements.docx	DOCX document	Jan 12, 2018
W911SA-18-B-2006_Attachment_5_SF24.pdf	PDF	Jan 12, 2018
W911SA-18-B-2006_Attachment_2_ATOPSEC.pdf	PDF	Jan 12, 2018

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CONSTRUCTION DRAWINGS FOR

NORTH POST

FORT McCOY, WISCONSIN

TRAINING ASP

CONSECUTIVE SEQUENCE DRAWING NUMBER

MECHANICALM

ELECTRICAL

DISCIPLINE

SHEET

SHEET NUMBERING LEGEND

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AutoCAD SHX Text NOTES A. ANY UTILITIES AND STRUCTURES SHOWN ON 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 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.

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SHEET INDEX

AutoCAD SHX Text G0.1 TITLE SHEET AND SHEET INDEX TITLE SHEET AND SHEET INDEX C0.1 GENERAL NOTES GENERAL NOTES C1.1 SITE DEMOLITION PLAN SITE DEMOLITION PLAN SITE DEMOLITION PLAN C1.2 SITE PLAN SITE PLAN C1.3 STAGING PLAN STAGING PLAN C1.4 GRADING AND EROSION CONTROL PLAN GRADING AND EROSION CONTROL PLAN C1.5 ENLARGED GRADING EAST SITE ENLARGED GRADING EAST SITE C1.6 ENLARGED GRADING WEST SITE ENLARGED GRADING WEST SITE C5.1 CIVIL DETAILS CIVIL DETAILS C5.2 CIVIL DETAILS CIVIL DETAILS C5.3 BIORETENTION DEVICE DETAILSBIORETENTION DEVICE DETAILS

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

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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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TJH

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LRM

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JULY 2017

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CONSTRUCTION DRAWINGS

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TRAINING ASP

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EDH

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TJH

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Know what's below.

before you dig.Call

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AutoCAD SHX Text THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, AND STATE ROAD RESTRICTIONS FOR HAULING AND EQUIPMENT MOBILIZATION.

AutoCAD SHX Text ALL WORK SHALL BE CONDUCTED WITHIN THE CONSTRUCTION LIMITS. CONTRACTOR SHALL REPAIR AND RESTORE ANY PAVEMENT, UTILITIES, OR OTHER FEATURES OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DAMAGED DUE TO THE CONTRACTOR'S ACTS OR NEGLIGENCE AT THE CONTRACTOR'S OWN EXPENSE.

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GENERAL NOTES

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AutoCAD SHX Text INFORMATION REGARDING THE EXISTING CONDITIONS WAS OBTAINED FROM SURVEY DATA AND PRELIMINARY FIELD INVESTIGATIONS. ALL EXISTING AND PROPOSED CONDITIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION.

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DRAWINGS SHALL NOT TAKE PRECEDENCE OVER FIELD MEASUREMENTS.

AutoCAD SHX Text ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. THE CONTRACTOR SHALL CONSULT ALL DRAWINGS AND VARIOUS CONSTRUCTION TRADES TO ACQUAINT SELF WITH THE PROJECT. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES NOTED BEFORE AND DURING CONSTRUCTION. THE ENGINEER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS IN LAYOUT TO AVOID CONFLICT WITH THE WORK OF OTHER TRADES AND FOR THE PROPER EXECUTION OF THE WORK AT NO ADDITIONAL COST TO THE OWNER.

AutoCAD SHX Text THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY ADDITIONAL COSTS WHICH MAY RESULT FROM UNAUTHORIZED DEVIATIONS FROM THE CONTRACT DOCUMENTS.

AutoCAD SHX Text CONTRACTOR SHALL PROTECT ALL EXISTING AND INSTALLED PIPING, EQUIPMENT, AND STRUCTURES DURING CONSTRUCTION NOT NOTED FOR DEMOLITION OR REPLACEMENT. ALL DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED WITH NO ADDITIONAL COST TO THE GOVERNMENT.

AutoCAD SHX Text ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES SHALL BE ADHERED TO THROUGHOUT THE CONSTRUCTION PROJECT. CONTRACTOR MUST FOLLOW THE EM 385-1-1 SAFETY REQUIREMENTS MANUAL DURING ALL PHASES OF WORK.

AutoCAD SHX Text STANDARD DETAILS ARE INTENDED TO SHOW GENERAL DESIGN CONCEPTS. REFER TO THE SPECIFIC STRUCTURE DRAWINGS FOR DIMENSIONS AND SIZES.

AutoCAD SHX Text THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS NATURAL GAS, TELEPHONE, FIBER OPTIC, ELECTRIC, CABLE TV, AND PIPE LINES ARE UNKNOWN. CONTRACTOR SHALL CONTACT DIGGERS HOTLINE, CALL AT (800) 242-8511 BEFORE COMMENCING ANY EXCAVATION. CONTRACTOR MUST MAINTAIN UTILITY LOCATES AND MARKINGS DURING CONSTRUCTION.

AutoCAD SHX Text THE 2017 EDITION OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR HIGHWAY & STRUCTURE CONSTRUCTION" SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT.

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LOW POINT

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CET

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COMPOSITE ELEVATED TANK

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LOW WATER LEVEL

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LWL

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NIC

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NOT IN CONTRACT

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RADIUS

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QUANTITY

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RCP

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QTY

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REDUCER

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ROOF DRAIN

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REQUIRE (D)

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REVISION

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RECT

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RED

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REQ

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REV

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REINF

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REINFORCE (D)

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RECLAIM PUMP

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RECTANGULAR

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REINFORCED CONCRETE PIPE

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RAILROAD

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SOUTHEAST

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SECTION

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SANITARY

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RPM

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SEC

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SCADA

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SAN

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SCHEDULE

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SIMILAR

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SLEEVE

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STANDARD

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SCH

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SLV

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SIM

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SPEC

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STD

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SLUDGE PUMP

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STAINLESS STEEL

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SPECIFICATION

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REVOLUTIONS PER MINUTE

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SQUARE

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TEMPORARY

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STRUCT

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SYM

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THRU

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TRTD

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UON

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THD

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THREAD

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TOP OF CONCRETE

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UNLESS OTHERWISE NOTED

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SYMMETRICAL

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STRUCTURAL

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VERTICAL

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VACUUM

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WIDE/WEST

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VAC

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VCP

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VERT

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VFD

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WATER MAIN

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WITHOUT

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WEIGHT

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WTP

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WITH

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WATER TREATMENT PLANT

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WATER SURFACE

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WATER LEVEL

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VITRIFIED CLAY PIPE

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VARIABLE FREQUENCY DRIVE

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FENCE

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YARD

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WWTP

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WASTEWATER TREATMENT PLANT

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GV & B

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GND

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GALLONS PER MINUTE

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GALLONS PER DAY

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GATE VALVE & BOX

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HVAC

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INSIDE DIAMETER

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HYDRANT

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INV

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ALUM

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APPROX

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ANSI

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ASTM

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AVG

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AUX

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ASSY

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ARCH

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GENERAL DRAWINGS ABBREVIATION LIST

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ADAPTER FLANGE

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ALUMINUM

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AND

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AWWA

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BIT

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BOT

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BFV

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BFV & B

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BLDG

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AZIMUTH

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AMERICAN WATERWORKS ASSOCIATION

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BOLT CIRCLE

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BITUMINOUS

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BLOCK

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BLIND FLANGE

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BOTTOM

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CFM

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CMP

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CIP

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CUBIC FEET PER MINUTE

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CAST IRON

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CHECK

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CHLORINE

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DEGREES CELSIUS

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CLEAN-OUT

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CENTERLINE

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CONCRETE MASONRY UNIT

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CORRUGATED METAL PIPE

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CONSTRUCTION JOINT

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MIN

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SUPERVISORY CONTROL AND DATA ACQUISITION

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AMERICAN SOCIETY FOR TESTING AND MATERIALS

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AMERICAN NATIONAL STANDARDS INSTITUTE

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FORCE MAIN

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FLOATATION SILT CURTAIN

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TYLER HASTINGS

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USER:

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7-18-2017 5:04 PM

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STORM SEWER

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FENCE

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POWER POLE

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LIGHT POLE

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SIGN

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MANHOLE

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LEGEND

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FIBER OPTIC

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TELEPHONE

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CATCH BASIN

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COMMUNICATION JUNCTION BOX

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TREE LINE

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ABANDON WATER LINE

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

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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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JULY 2017

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GENERAL NOTES

Feet 0 50 100

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EDGE OF EXISTING ROAD

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

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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JULY 2017

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CONSTRUCTION DRAWINGS

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AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.1.DWG

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7-10-2017 11:32 AM

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7-18-2017 5:05 PM

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DEMOLITION LIMITS

AutoCAD SHX Text DEMOLITION KEY NOTES 1. SITE WILL BE LOGGED AND CLEARED BY OTHERS PRIOR TO SITE WILL BE LOGGED AND CLEARED BY OTHERS PRIOR TO CONSTRUCTION.

AutoCAD SHX Text NOTES: 1. HORIZONTAL DATUM IS REFERENCED TO THE MONROE HORIZONTAL DATUM IS REFERENCED TO THE MONROE COUNTY COORDINATE SYSTEM. 2. VERTICAL DATUM IS REFERENCED TO NAVD88(2007). VERTICAL DATUM IS REFERENCED TO NAVD88(2007).

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GRUB (15.22 ACRES)

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DEMOLITION LIMITS

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OVERHEAD ELECTRIC

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MOTOR POOL

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CLASSROOM PAD

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TENT PAD

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WETLAND

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RAIL CAR PAD

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BIORETENTION DEVICE

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

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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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SITE PLAN

AutoCAD SHX Text GENERAL NOTES: 1. RESTORE DISTURBED GRAVEL & PAVEMENT AREAS IN KIND. RESTORE DISTURBED GRAVEL & PAVEMENT AREAS IN KIND. 2. PROVIDE SMOOTH FINISHED GRADES AT PIPE TRENCH AREAS. PROVIDE SMOOTH FINISHED GRADES AT PIPE TRENCH AREAS. SEED & MULCH DISTURBED VEGETATION AREAS IN ACCORDANCE WITH NPDES PERMITS AND FORT MCCOY REQUIREMENTS. 3. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 4. CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS PRIOR CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS PRIOR TO CONSTRUCTION. 5. SEE EROSION CONTROL PLAN ON SHEET C1.4.SEE EROSION CONTROL PLAN ON SHEET C1.4.

AutoCAD SHX Text SITE PLAN KEY NOTES 1. 8" THICK GRAVEL CONEX AND RAIL CAR PAD 8" THICK GRAVEL CONEX AND RAIL CAR PAD 2. 12" THICK GRAVEL ROADWAY 12" THICK GRAVEL ROADWAY 3. 6" THICK TENT AND CLASSROOM PADS 6" THICK TENT AND CLASSROOM PADS 4. 12" THICK GRAVEL MOTOR POOL PAD 12" THICK GRAVEL MOTOR POOL PAD 5. GEOTEXTILE TYPE C (MODIFIED SAS), UNDER ALL GEOTEXTILE TYPE C (MODIFIED SAS), UNDER ALL GRAVEL 6. CMP CULVERT WITH APRON ENDWALLS. SEE SECTION CMP CULVERT WITH APRON ENDWALLS. SEE SECTION 02610 FOR SPECIFICATIONS. 7. MEDIUM RIPRAP, SEE DETAIL SHEET C.5.2 MEDIUM RIPRAP, SEE DETAIL SHEET C.5.2 8. SEED ALL REMAINING AREAS W/MAINTAINED AREAS SEED ALL REMAINING AREAS W/MAINTAINED AREAS SEED MIX 9. SEED BIORETENTION DEVICES W/ ANNUAL RYE FOR SEED BIORETENTION DEVICES W/ ANNUAL RYE FOR ESTABLISHMENT AND AGRECOL'S RAINWATER RENEWAL IN THE FALL, SEE DETAIL SHEET C.5.3

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AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.2.DWG

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6-5-2017 3:03 PM

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7-18-2017 5:05 PM

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AutoCAD SHX Text CONTROL POINT NORTHING EASTING ELEVATION NORTHING EASTING ELEVATION EASTING ELEVATION ELEVATION CONTROL POINT #201 399696.61' 660598.99' 878.95' 399696.61' 660598.99' 878.95' 660598.99' 878.95' 878.95' CONTROL POINT #202 398416.23' 660640.72' 886.51' 398416.23' 660640.72' 886.51' 660640.72' 886.51' 886.51' CONTROL POINT #203 399899.51' 660473.36' 879.44' 399899.51' 660473.36' 879.44' 660473.36' 879.44' 879.44' CONTROL POINT #204 399149.04' 660472.95' 882.90'399149.04' 660472.95' 882.90'660472.95' 882.90'882.90'

AutoCAD SHX Text C1.2

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MOTOR POOL

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CLASSROOM PAD

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TENT PAD

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WETLAND

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RAIL CAR PAD

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BIORETENTION DEVICE

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

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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DPW FORT MCCOY, WI

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DPW

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LRM

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JULY 2017

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AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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STAGING PLAN

AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.3.DWG

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TYLER HASTINGS

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USER:

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SAVED:

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7-10-2017 11:47 AM

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7-18-2017 5:06 PM

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PLOTTED:

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LEGEND

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PROJECT 1

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PROJECT 2

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BIORETENTION DEVICE

NOTE: CULVERTS TO BE INSTALLED AS PART OF PROJECT 1

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

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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LRM

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JULY 2017

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CONSTRUCTION DRAWINGS

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AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.4.DWG

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7-18-2017 4:32 PM

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7-18-2017 5:07 PM

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GRADING AND EROSION CONTROL PLAN

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EXISTING INTERMEDIATE CONTOUR

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EXISTING INDEX CONTOUR

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LEGEND

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PROPOSED INTERMEDIATE CONTOUR

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PROPOSED INDEX CONTOUR

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SILT FENCE, DETAIL 4/C5.1

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EROSION CONTROL BLANKET, DETAIL 1/C5.1

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BIO-ROLL DITCH CHECK, DETAIL 2/C5.1

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TRACKING PAD, DETAIL 3/C5.1

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TRACKING PAD

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BIO-ROLL DITCH CHECK

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONSTRUCT TEMPORARY TRACKING PADS WHEREVER HAUL VEHICLES WILL ENTER SITE. CONSTRUCT TEMPORARY TRACKING PADS WHEREVER HAUL VEHICLES WILL ENTER SITE. 2. INSTALL SILT FENCE. INSTALL SILT FENCE. 3. STRIP AND STOCKPILE TOPSOIL. IMMEDIATELY STABILIZED STOCKPILE WITH TEMPORARY SEED & MULCH. STRIP AND STOCKPILE TOPSOIL. IMMEDIATELY STABILIZED STOCKPILE WITH TEMPORARY SEED & MULCH. 4. PREPARE AND COMPACT SUBGRADE. PREPARE AND COMPACT SUBGRADE. 5. COMPLETE ROUGH GRADING. COMPLETE ROUGH GRADING. 6. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPT 15 AND OCT 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE. OCT 15 THROUGH COLD WEATHER: STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE. 7. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE. 8. CONSTRUCT BIORETENTION DEVICES AND TEMPORARY DITCH, AND INSTALL SILT FENCE AT CONSTRUCTED DEVICES, CONSTRUCT BIORETENTION DEVICES AND TEMPORARY DITCH, AND INSTALL SILT FENCE AT CONSTRUCTED DEVICES, AND SEED WITH ANNUAL RYE IF COMPLETED PRIOR TO LATE FALL (SEE SHEET C5.3 FOR DETAILS). 9. INSTALL DITCH CHECKS IN TEMPORARY AND FINAL DITCHES. INSTALL DITCH CHECKS IN TEMPORARY AND FINAL DITCHES. 10. COMPLETE GRAVEL SURFACES. COMPLETE GRAVEL SURFACES. 11. COMPLETE LANDSCAPING, PLANTING, AND SEEDING. COMPLETE LANDSCAPING, PLANTING, AND SEEDING. 12. INSTALL FINAL RESTORATION OF ALL DISTURBED AREAS. INSTALL FINAL RESTORATION OF ALL DISTURBED AREAS. 13. ONCE SITE IS ADEQUATELY STABILIZED, TEMPORARY EROSION CONTROL MEASURES AND DITCH SHALL BE REMOVED. ONCE SITE IS ADEQUATELY STABILIZED, TEMPORARY EROSION CONTROL MEASURES AND DITCH SHALL BE REMOVED. ANY DISTURBANCE CAUSED BY REMOVAL SHALL BE PROPERLY RESTORED. 14. SEE EROSION CONTROL DETAILS ON SHEET C5.1.SEE EROSION CONTROL DETAILS ON SHEET C5.1.

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TEMPORARY DITCH

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TOPSOIL STOCKPILE

AutoCAD SHX Text EROSION CONTROL NOTES: 1. POST WDNR CERTIFICATE OF PERMIT COVERAGE ON POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND NOTICE OF TERMINATION IS FILED WITH WDNR. 2. KEEP A COPY OF THE CURRENT EROSION CONTROL KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT. 3. INSPECT AND MAINTAIN ALL INSTALLED EROSION INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING AREA HAS BEEN STABILIZED. 4. CONSTRUCT AND PROTECT THE BIORETENTION DEVICES CONSTRUCT AND PROTECT THE BIORETENTION DEVICES AND VEGETATION FROM RUNOFF AND SEDIMENT DURING CONSTRUCTION. 5. REMOVE SEDIMENT FROM BEHIND SILT FENCES BEFORE REMOVE SEDIMENT FROM BEHIND SILT FENCES BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF THE FENCE HEIGHT. 6. REPAIR BREAKS AND GAPS IN SILT FENCES AND REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. 7. PROPERLY DISPOSE OF ALL WASTE AND UNUSED PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL. 8. MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR. 9. ALL SILT FENCE TO BE INSTALLED WITH FENCE TURN AROUNDS PER WDNR GUIDANCE

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BIORETENTION BOTTOM ELEV. = 880.00

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BIORETENTION BOTTOM ELEV. = 880.00

OVERFLOW PATH

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

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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DPW FORT MCCOY, WI

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DPW

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TJH

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LRM

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JULY 2017

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CONSTRUCTION DRAWINGS

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TRAINING ASP

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AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.5 AND C1.6.DWG

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USER:

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7-10-2017 11:39 AM

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ENLARGE GRADING EAST SITE

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NOTE: ALL SPOT ELEVATIONS ARE FINISH GRAVEL

AutoCAD SHX Text CULVERT TABLE C1 36' 12"CMP 0.5% SLOPE INV(E)=883.68 INV(W)=883.44 36' 12"CMP 0.5% SLOPE INV(E)=883.68 INV(W)=883.44 12"CMP 0.5% SLOPE INV(E)=883.68 INV(W)=883.44 0.5% SLOPE INV(E)=883.68 INV(W)=883.44 INV(E)=883.68 INV(W)=883.44 INV(W)=883.44 C2 39' 24"x18"CMP 0.5% SLOPE INV(E)=882.41 INV(W)=882.1539' 24"x18"CMP 0.5% SLOPE INV(E)=882.41 INV(W)=882.1524"x18"CMP 0.5% SLOPE INV(E)=882.41 INV(W)=882.150.5% SLOPE INV(E)=882.41 INV(W)=882.15INV(E)=882.41 INV(W)=882.15INV(W)=882.15

AutoCAD SHX Text C1

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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0.34% SLOPE

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0.34% SLOPE

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0.34% SLOPE

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0.36% SLOPE

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0.22% SLOPE

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1.5% SLOPE

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0.68% SLOPE

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1.5% SLOPE

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0.50% SLOPE

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EARTHWORK SUMMARY (SITE GRADING)

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TOPSOIL STRIPPING 33,740 CY

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COMMON EXCAVATION 4,850 CY

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EXCAVATION 38,590 CY (EV)

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EMBANKMENT 47,880 CY (CV) 62,244 CY (LV)

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TOPSOIL 10,985 CY

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SUITABLE FILL 4,850 CY

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GRANULAR BACKFILL 26,655 CY

AutoCAD SHX Text NOTES: 1. TOPSOIL PLACE ASSUMES 6" PLACED ON ALL FUTURE GREEN SPACE AREA. FUTURE GRAVEL AREAS RECEIVE TOPSOIL TO DEPTH OF FUTURE GRAVEL. 2. 130% SHRINKAGE FACTOR USED FROM LOOSE VOLUME (LV) TO COMPACT VOLUME (CV) 3. EARTHWORK ESTIMATES ARE NOT GUARANTEED QUANTTIES. CONTRACTOR SHALL VERIFY PRIOR TO BIDDING

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GRAVEL 5,100 CY

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EXCESS TOPSOIL 22,755 CY

COMPOST 290 CY

0 30 60

AutoCAD SHX Text 881.20

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

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:

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

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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 11

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DPW

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TJH

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LRM

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JULY 2017

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AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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TRAINING ASP

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EDH

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TJH

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AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C1.5 AND C1.6.DWG

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TYLER HASTINGS

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USER:

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SAVED:

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7-10-2017 11:39 AM

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7-18-2017 5:07 PM

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PLOTTED:

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PLOT SCALE:

AutoCAD SHX Text 1:2

AutoCAD SHX Text C1.6

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ENLARGED GRADING WEST SITE

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AutoCAD SHX Text C3

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NOTE: ALL SPOT ELEVATIONS ARE FINISH GRAVEL

AutoCAD SHX Text C4

AutoCAD SHX Text CULVERT TABLE C3 42' 35"x24"CMP 0.5% SLOPE INV(E)=881.53 INV(W)=881.26 42' 35"x24"CMP 0.5% SLOPE INV(E)=881.53 INV(W)=881.26 35"x24"CMP 0.5% SLOPE INV(E)=881.53 INV(W)=881.26 0.5% SLOPE INV(E)=881.53 INV(W)=881.26 INV(E)=881.53 INV(W)=881.26 INV(W)=881.26 C4 38' 12"CMP 0.5% SLOPE INV(N)=881.58 INV(S)=881.3338' 12"CMP 0.5% SLOPE INV(N)=881.58 INV(S)=881.3312"CMP 0.5% SLOPE INV(N)=881.58 INV(S)=881.330.5% SLOPE INV(N)=881.58 INV(S)=881.33INV(N)=881.58 INV(S)=881.33INV(S)=881.33

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0.29% SLOPE

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0.51% SLOPE

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0.49% SLOPE

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1.5% SLOPE

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1.5% SLOPE

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1.5% SLOPE

TYPICAL STAPLE

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DETAIL OF

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1" TO 2"

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(SEED & SOD)

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LAP JOINT

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AutoCAD SHX Text Earth

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SOD

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AutoCAD SHX Text %%uEROSION CONTROL%%U

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SOD

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JUNCTION SLOT

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(SOD ONLY)

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AND MATS ARE BEING USED

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EROSION MAT OVER SEEDING:

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THE EXISTING SLOPE AND SOIL CONDITIONS SO WARRANT.

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VERSELY TO THE FLOW LINE OF THE DITCH.

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50 FEET ON GRADES EXCEEDING 3 PERCENT.

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D: SOD STRIPS MAY BE PLACED EITHER LONGITUDINALLY OR TRANS-

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C: THE WIDTH OF EROSION MAT SHALL ALWAYS EQUAL THE SOD WIDTH.

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OF 100 FEET ON GRADES UP TO AND INCLUDING 3 PERCENT, AND

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JUNCTION OR ANCHOR SLOTS SHALL BE AT MINIMUM INTERVALS

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STAGGERED A MINIMUM OF 4 FEET APART.

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B: ROAD STAKES FOR THE SOD MAY BE OMITTED BY THE ENGINEER IF

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A: ONLY JUTE FABRIC WILL BE PERMITTED OVER SOD.

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EDGES OF THE EROSION MAT SHALL BE IMPRESSED IN THE SOIL.

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JUNCTION SLOTS ON ADJACENT STRIPS OF MATTING SHALL BE

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LAP JOINTS SHALL NOT BE PLACED IN THE BOTTOM OF V-SHAPED

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AND MATERIAL STRENGTH AND IF PRIOR APPROVAL OF THE

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SHALL BE PERMITTED IF THEY PROVIDE EQUIVALENT PROTECTION

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VARIATIONS IN THE DIMENSIONS OF MATERIALS SHOWN HEREON

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DITCHED.

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ENGINEER IS OBTAINED.

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EROSION MAT OVER SOD:

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GENERAL NOTES:

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AREA

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JUNCTION SLOT

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(SEED ONLY)

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SEEDED

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(SEED AND SOD)

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ANCHOR SLOT

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AT BEGINNING AND END OF EROSION MAT

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12" MIN FOR LOOSE SOILS

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8" MIN. WHERE BOTH SOD

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6" MIN. FOR FIRM SOILS

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NO. 11 GA. OR

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LARGER DIAMETER

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WIRE OR EQUIVALENT

AutoCAD SHX Text DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF WDNR TECHNICAL STANDARD 1053 AND THE APPLICABLE SPECIAL SPECIFICATIONS.

AutoCAD SHX Text EROSION MAT SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH WISDOT STANDARD 645.

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FLOW DIRECTION

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TRENCH DETAIL

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FLOW DIRECTION

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EXCESS FABRIC

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GEOTEXTILE FABRIC

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10' MAX. SPACING

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3" MAX. FOLD

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FLOW

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WOOD OR STEEL POSTS 4'-0" MINIMUM LENGTH 2'-0" MINIMUM DEPTH IN THE GROUND

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GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT MEMBERS

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BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL

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WIRE OR NYLON CORD WITH STAPLES OR RINGS AT SEAMS

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NOTES:

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PUBLIC ROAD

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AS REQUIRED

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ENTRANCE WIDTH

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50' 0'' MIN.

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RADIUS AS

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REQUIRED

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6 IN. MIN. DEPTH

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OF 1 IN. TO 2 IN.

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CRUSHED ROCK

AutoCAD SHX Text ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCKS TIRES BEFORE DRIVING ON MAIN ROAD. THIS WILL PREVENT AUTO DAMAGE. KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS.

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OVERLAP BY 4''

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POINT

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WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS.

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POINT "A" MUST BE 1' HIGHER (MIN) THAN POINT "B" TO ENSURE THAT

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BIOROLL BLANKET SYSTEM

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EROSION CONTROL BLANKET

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4'' X 4'' TRENCH BACKFILLED OVER

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EROSION CONTROL BLANKET

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6"- 7'' DIA. ROLL ENCLOSED IN

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PLASTIC OR POLYESTER NETTING

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( WDNR TECHNICAL STANDARD 1053 )

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STRAW OR WOOD FIBER

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(WDNR TECHNICAL STANDARD 1053)

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CATEGORY 3

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(WDNR TECHNICAL STANDARD 1053)

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2'' X 2'' X 18'' LONG WOODEN STAKES

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AT 2' 0'' SPACING. DRIVE THROUGH

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NETTING AND FIBER ROLL.

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POINT

AutoCAD SHX Text ''B''

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FLOW

AutoCAD SHX Text ''A''

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8'', 11 GA. STAPLES

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SPACED 1' 0'' ON CENTER

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BLANKETS MUST

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12' MINIMUM

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text PHONE: 608.782.3161 329 JAY ST., SUITE 301 LA CROSSE, WI 54601 www.sehinc.com

AutoCAD SHX Text R

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

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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

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 11

AutoCAD SHX Text

DPW

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TJH

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LRM

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JULY 2017

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCTION DRAWINGS

AutoCAD SHX Text

TRAINING ASP

AutoCAD SHX Text

EDH

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TJH

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CIVIL DETAILSDETAILS

AutoCAD SHX Text C5.1

AutoCAD SHX Text \\SEHNR\PROJECTS\UZ\U\USAMC\139046\5-FINAL-DSGN\51-DRAWINGS\10-CIVIL\CAD\DWG\PLNSHTS\USAMC 139046C5.1.DWG

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TYLER HASTINGS

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USER:

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SAVED:

AutoCAD SHX Text XREFs:

AutoCAD SHX Text

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