W911SA19B2009_Attachment_7_CLINS_0006_and_0007_Drawings.pdf

PDF 3 MB Posted Jun 5, 2019

Attached to: Construct 5 Buildings at Fort McCoy, WI
Solicitation number: W911SA19B2009
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Attachment 7 CLINS 0006 and 0007 Drawings

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Other files

File	Type	Posted
W911SA19B2009_Abstract_of_Offers.pdf	PDF	Jul 23, 2019
W911SA19B2009_Attachment_5_CLIN_0004_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B2009_Attachment_6_CLIN_0005_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B20090002_Solicitation_Amendment_0002.docx	DOCX document	Jul 12, 2019
W911SA19B2009_Attachment_2_CLIN_0001_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B2009_Attachment_4_CLIN_0003_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B2009_Attachment_7_CLINs_0006_and_0007_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B2009_Attachment_3_CLIN_0002_Drawings_Amended_7-12-19.pdf	PDF	Jul 12, 2019
W911SA19B2009_Attachment_11_Drawing_Groundwater.pdf	PDF	Jul 12, 2019
W911SA19B20090001_Solicitation_Amendment_0001.docx	DOCX document	Jul 2, 2019
W911SA19B2009_site_visit_sign_in_sheet.pdf	PDF	Jun 18, 2019
W911SA19B2009_Attachment_10_SF24.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_9_Wage_Determination.docx	DOCX document	Jun 5, 2019
W911SA19B2009_Solicitation.docx	DOCX document	Jun 5, 2019
W911SA19B2009_Attachment_8_Specifications.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_4_CLIN_0003_Drawings.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_1_AT_OPSEC.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_2_CLIN_0001_Drawings.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_6_CLIN_0005_Drawings.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_5_CLIN_0004_Drawings.pdf	PDF	Jun 5, 2019
W911SA19B2009_Attachment_3_CLIN_0002_Drawings.pdf	PDF	Jun 5, 2019

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G0.1

Fort McCoy, Wisconsin

6/6 CLIN0006 & CLIN0007

SITE PREPARATION FOR CONSTRUCTION

OF FIVE BATTLE SIMULATION BUILDINGS

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. WRITTEN

SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17"

PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS

OF PLOT SIZE.

SHEET INDEX

DRAWING

NUMBER

SHEET TITLE DESCRIPTION

G0.1 COVER SHEET

G0.2 ABBREVIATIONS LEGEND & GENERAL NOTES

C1.1 EROSION CONTROL PLAN

C1.2 REMOVAL PLAN

C1.3 SITE PLAN

C1.4 UTILITY PLAN

C1.5 OVERALL GRADING PLAN

C4.1 ENLARGED GRADING PLAN NW AREA

C4.2 ENLARGED GRADING PLAN SW AREA

C4.3 ENLARGED GRADING PLAN EAST AREA

C5.1 DETAILS 1

C5.2 DETAILS 2

C5.3 DETAILS 3

C5.4 DETAILS 4

SITE LOCATION

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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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W911SA19F2023

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COVER SHEET

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GMI

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DMC

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APRIL 2019

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AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCT SIX BATTLE

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SIMULATION BUILDINGS

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EDH

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GMI

gary.hess1 Rectangle

LEGEND (EXISTING)

HYDRANT

GATE VALVE

POST INDICATOR VALVE

SANITARY MANHOLE

CLEANOUT

UTILITY POLE

LIGHT POLE

ELECTRIC PEDESTAL

ELECTRIC HAND HOLE

COMMUNICATIONS VAULT

COMMUNICATIONS PEDESTAL

COMMUNICATIONS MANHOLE

SIGN

AIR CONDITIONING UNIT

ROOF DRAIN

TRANSFORMER

DECIDUOUS TREE

MAJOR CONTOUR

MINOR CONTOUR

WATER MAIN

SANITARY SEWER

STORM SEWER

ELECTRIC (UNDERGROUND)

ELECTRIC (OVERHEAD)

FIBER OPTIC (UNDERGROUND)

GAS (UNDERGROUND)

4" SANITARY SERVICE

1-1/2" GAS SERVICE

6" WATER SERVICE

SANITARY CLEAN-OUT

GATE VALVE WITH POST INDICATOR

GATE VALVE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LEGEND (PROPOSED)

CONTROL POINTS

POINT #

CP1

CP2

CP3

NORTHING

411162.9870

410943.9800

411013.0460

EASTING

658700.1770

658663.5800

658818.9710

ELEVATION

887.65

887.24

885.28

DESCRIPTION

TNH

G0.2 Know what's below.

before you dig.Call

ABBREVIATIONS, LEGEND & GENERAL NOTES

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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, AS PROVIDED BY ANDERSON ENGINEERING. 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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THICK

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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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GAUGE

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GATE

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GAL

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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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GROOVE

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GROUND

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GUARD POST

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GALVANIZED

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GALLON

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HTR

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HSP

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INCHES

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HYD

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HWL

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HVAC

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HIGH WATER LEVEL

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INSIDE DIAMETER

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HYDRANT

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HIGH SERVICE PUMP

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HIGH POINT

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HEATER

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HORSEPOWER

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HOLLOW METAL

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HEAVY DUTY

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JOINT

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IPS

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LEFT

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MAG

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MATL

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LONG

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LINEAL FEET/FOOT

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MAGNETIC

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MATERIAL

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LIQUID LEVEL

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KNIFE VALVE

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IRON PIPE SIZE

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INVERT

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INV

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ALUM

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ALT

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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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APPROXIMATELY

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ALTERNATE

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ANCHOR BOLT

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AUXILIARY

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AVERAGE

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ASSEMBLY

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ARCHITECT

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AND

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AWWA

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BIT

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BLK

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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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BUILDING

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BUTTERFLY VALVE

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BUTTERFLY VALVE AND BOX

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CFM

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CHEM

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CHL

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%%DC

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CMU

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CMP

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CKD

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CIP

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CUBIC FEET PER MINUTE

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CAST IRON

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CHEMICAL

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CAST IRON PIPE

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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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CHECKERED

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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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MISC

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MFG

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MAX

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MFR

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NORTH

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NEG

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NOM

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NORMAL CLOSED

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MECHANICAL JOINT

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NOT APPLICABLE

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NEGATIVE

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NOMINAL

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MANUFACTURING

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MINIMUM

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MISCELLANEOUS

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MANHOLE

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MAXIMUM

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MECHANICAL

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MANUFACTURER

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NPT

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NWL

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NTS

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OPNG

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OS&Y

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O/C, OC

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OUTSIDE DIAMETER

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OUTSIDE SCREW AND YOKE

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OPENING

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ON CENTER

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NATIONAL PIPE SIZE

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NATIONAL PIPE THREAD

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NORMAL WATER LEVEL

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NUMBER

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NORMAL OPEN

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PLATE

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PAINT

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PRV

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PSI

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PPC

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PIPING AND INSTRUMENTATION DIAGRAM

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PRE STRESSED PRE CAST CONCRETE

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POWER POLE

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PLUG VALVE & BOX

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POUNDS PER SQUARE INCH

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PRESSURE RELIEF VALVE

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PLUG VALVE

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POSITIVE

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PEDESTRIAN

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PLAIN END

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POLYVINYL CHLORINE

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PVC

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CONT

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CTE

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CTRL JT

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DEEP

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EAST

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DIP

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DWG

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DIA

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CONTINUOUS

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CERAMIC TILE

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CHECK VALVE

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CUBIC

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CONTROL JOINT

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DRAWING

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DIAMETER

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DUCTILE IRON PIPE

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EACH

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ECC

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EQUIP

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EMBED

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ELEC

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FFE

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ECCENTRIC

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DEGREES FAHRENHEIT

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EQUIPMENT

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EMBEDDED

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EXISTING

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ELECTRICAL

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EACH WAY

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FLOOR DRAIN

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ELEVATION

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FINISHED FLOOR ELEVATION

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FLOOR

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FOUNDATION

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FRP

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FUT

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FORCEMAIN

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FUTURE

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CONC

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HEATING, VENTILATING, AND AIR CONDITIONING

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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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W911SA19F2023

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GENERAL NOTES

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GMI

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DMC

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APRIL 2019

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CONSTRUCT SIX BATTLE

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SIMULATION BUILDINGS

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EDH

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ABBREVIATIONS, LEGEND &

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GMI

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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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DPW FORT MCCOY, WI

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DPW

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CP1

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LEGEND

BIO-ROLL DITCH CHECK

TRACKING PAD

SILT FENCE

EROSION CONTROL BLANKET

CLASS I, TYPE A

EROSION CONTROL BLANKET

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C1.1

C5.1

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Horz Scale: 1:40

EROSION CONTROL PLAN

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AutoCAD SHX Text B223

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B233

AutoCAD SHX Text B235

AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text B231

AutoCAD SHX Text B224

AutoCAD SHX Text

VBS2

AutoCAD SHX Text

DSTS

AutoCAD SHX Text

GAMING

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

MRAP

AutoCAD SHX Text

TAFF

AutoCAD SHX Text

FIN FL EL = 887.45

AutoCAD SHX Text

FIN FL EL = 885.92

AutoCAD SHX Text

FIN FL EL = 885.79

AutoCAD SHX Text

FIN FL EL = 886.37

AutoCAD SHX Text

FIN FL EL = 886.35

AutoCAD SHX Text

FIN FL EL = 885.00

AutoCAD SHX Text

FIN FL EL. = 890.46

AutoCAD SHX Text

FIN FL EL. = 890.44

AutoCAD SHX Text

FIN FL EL. = 888.46

AutoCAD SHX Text

FIN FL EL. = 886.45

AutoCAD SHX Text

FIN FL EL. = 886.41

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text

5 CY MEDUIM RIPRAP OVER TYPE R GEOTEXTILE FABRIC

AutoCAD SHX Text

EXISTING INFILTRATION BASIN

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING WATER STORAGE AREA

gary.hess1 Line gary.hess1 Line

CP3

C1.2

Horz Scale: 1:40

REMOVAL PLAN

AutoCAD SHX Text B221

AutoCAD SHX Text B223

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text B222

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text

EDH

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

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AutoCAD SHX Text

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

SIDEWALK REMOVAL

AutoCAD SHX Text

REMOVE AND REINSTALL TREES

AutoCAD SHX Text ABANDON EXISTING CULVERT PIPE IN PLACE. CUT OFF ENDS OF PIPE AT EDGE OF SIDEWALK. FILL PIPE WITH SAND OR GROUT

AutoCAD SHX Text

REMOVE EXISTING CULVERT

AutoCAD SHX Text

REMOVE EXISTING CULVERT

AutoCAD SHX Text

REMOVE EXISTING CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text REMOVE THICKENED EDGE AT SIDEWALK REMOVAL AREAS ADJACENT TO PARKING LOT (TYPICAL)

CP3

C1.3

C5.2

Horz Scale: 1:30

SITE PLAN

C5.3

C5.4

C5.3

C5.4

C5.3

C5.4

C5.3

C5.4

AutoCAD SHX Text B223

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B233

AutoCAD SHX Text B235

AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text B231

AutoCAD SHX Text B224

AutoCAD SHX Text

VBS2

AutoCAD SHX Text

DSTS

AutoCAD SHX Text

GAMING

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

MRAP

AutoCAD SHX Text

TAFF

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text NOTES: SEE ARCHITECTURAL PLANS FOR LOCATIONS OF ALL ENTRANCE STOOPS AND MAIN ENTRANCE SIDEWALKS UNDER CANOPIES. MATCH NEW SIDEWALK TO THESE LOCATIONS AS SHOWN. MATCH NEW SIDEWALKS TO EXISTING ENTRANCE STOOP LOCATIONS. FIELD VERIFY LOCATIONS. BUILDING DIMENSIONS SHOWN ON THIS SHEET ARE TO OUTSIDE EDGE OF FOUNDATION WALL. SEE ARCHITECTURAL PLANS FOR FURTHER INFORMATION. DIMENSIONS ADJACENT TO BUILDING WALLS ARE MEASURED TO EDGE OF FOUNDATION WALL. COORDINATES IN THE BUILDING CONTROL POINT TABLE FOR THE BUILDING CORNERS ARE LOCATED AT THE OUTSIDE EDGE OF FOUNDATION WALL. ALL CONCRETE SIDEWALKS ARE 6" THICK UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

PROPOSED SIDEWALK LOCATIONS

AutoCAD SHX Text

EXISTING PARKING LOT

AutoCAD SHX Text

PARKING LOT BY OTHERS

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING EXTERIOR METAL STAIRCASE

AutoCAD SHX Text

EXISTING EXTERIOR METAL STAIRCASE

AutoCAD SHX Text

EXISTING STOOPS

AutoCAD SHX Text

EXISTING STOOPS

AutoCAD SHX Text

EXISTING STOOPS

AutoCAD SHX Text

EXISTING STOOPS

AutoCAD SHX Text

8" THICK CONCRETE WALK (EAST/WEST SIDEWALK)

AutoCAD SHX Text

PROPOSED STOOP SEE ARCH. PLANS (TYPICAL)

AutoCAD SHX Text

FUTURE SIDEWALK

AutoCAD SHX Text

MAIN ENTRANCE CANOPY AREA. (TYP.) SEE ARCHITECTURAL PLANS.

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

3' WIDE CONC. GUTTER SEE DETAIL

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL (8" THICK CONCRETE)

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL

AutoCAD SHX Text

HANDICAP RAMP SEE DETAIL

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

3-6" STEPS SEE DETAIL

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

1-6" STEP SEE DETAIL

AutoCAD SHX Text

EXISTING STRUCTURE (TO REMAIN)

AutoCAD SHX Text

TRENCH DRAIN SEE DETAIL

AutoCAD SHX Text

TRENCH DRAIN SEE DETAIL

AutoCAD SHX Text

30' RAD.

AutoCAD SHX Text

30' RAD.

AutoCAD SHX Text

PROPOSED THICKENED EDGE SIDEWALK SEE DETAIL

gary.hess1 Line gary.hess1 Line

CP3

C1.4

Horz Scale: 1:30

UTILITY PLAN

Horz Scale: 1:50

TAFF BUILDING GAS CONNECTION DETAIL

NOTES:

1. ALL UNDERGROUND GAS SERVICE TO BE PLACED

AT A STANDARD DEPTH OF 3.5'.

2. ALL WATER MAIN SERVICES TO BE INSTALLED AT

A MINIMUM DEPTH OF 7.5' TO EACH BUILDING.

4. ALL NEW SANITARY SEWER SERVICES SHALL BE LAID

AT A MINIMUM 1.05% SLOPE. ALL 90° TURNS SHALL USE TWO 45°

BENDS.

5. SEE DETAIL FOR WATERTIGHT PIPE CONNECTION AT

MANHOLES.

6. COORDINATE WATER, SANITARY, AND GAS SERVICE

CONNECTIONS TO EACH BUILDING WITH PLUMBING.

7. THE UTILITIES SHOWN ON THE PLAN ARE BASED ON EXISTING

DOCUMENTATION PROVIDED BY THE UTILITY OWNERS AND BY

LOCATING ABOVE GROUND UTILITY FEATURES DURING THE

FIELD SURVEY. CONTRACTOR SHALL VERIFY LOCATIONS AND

DEPTHS BY POTHOLING OR MANHOLE TO MANHOLE INVERT

INSPECTION PRIOR TO PIPE INSTALLATION.

8. PROVIDE THRUST BLOCKING AT ALL BENDS PER DETAIL.

9. UTILITY DESIGN PROVIDED BY RANI ENGINEERING, LLC PER

WORK ORDER NUMBER GA 00423 13J.

KEY NOTES:

1. CONNECT TO EXISTING WATER MAIN. COORDINATE WATER MAIN

SHUTDOWN WITH COR. VERIFY VALVES TO BE SHUT OFF PRIOR

TO SHUTDOWN.

2. CONNECT TO EXISTING GAS MAIN. CONTRACTOR TO

COORDINATE CONNECTION AND SIZE WITH UTILITY.

C5.1

AutoCAD SHX Text

FIN FL EL = 887.45

AutoCAD SHX Text

FIN FL EL = 885.92

AutoCAD SHX Text

FIN FL EL = 885.79

AutoCAD SHX Text

FIN FL EL = 886.37

AutoCAD SHX Text

FIN FL EL = 886.35

AutoCAD SHX Text

FIN FL EL = 885.00

AutoCAD SHX Text

FIN FL EL. = 886.45

AutoCAD SHX Text B223

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B233

AutoCAD SHX Text B235

AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text B231

AutoCAD SHX Text B224

AutoCAD SHX Text

VBS2

AutoCAD SHX Text

DSTS

AutoCAD SHX Text

GAMING

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

MRAP

AutoCAD SHX Text

TAFF

AutoCAD SHX Text

FIN FL EL = 886.35

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B224

AutoCAD SHX Text

TAFF

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

UTILITY PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

EAST 12TH AVE

AutoCAD SHX Text

500' - 1" GAS SERVICE

AutoCAD SHX Text

63'-6" PVC WM

AutoCAD SHX Text

6"X6"X6" TEE 2-6" GV & BOX

AutoCAD SHX Text

8"X8"X6" TEE 8" SLEEVE 6" GV & BOX 1-6" - 11.25 DEG BEND

AutoCAD SHX Text

CONNECT TO EXISTING SANITARY MANHOLE INV=875.10

AutoCAD SHX Text

61' -4" PVC SAN @2.42%

AutoCAD SHX Text

CLEAN OUT INV=876.67

AutoCAD SHX Text

91' - 4" PVC SAN @2.42%

AutoCAD SHX Text

CLEAN OUT INV=879.00

AutoCAD SHX Text

9' - 4" PVC SAN @2.42%

AutoCAD SHX Text

183' - 1" GAS SERVICE

AutoCAD SHX Text

42' - 6" PVC WM

AutoCAD SHX Text

6" 90 DEG BEND

AutoCAD SHX Text

8"X8"X6" TEE 8" SLEEVE 6" GV & BOX

AutoCAD SHX Text CONNECT TO EXISTING SANITARY SEWER INSTALL 8"X4" WYE AND 4"-45 DEG BEND. INV=876.30 APPROX.

AutoCAD SHX Text

CLEAN OUT INV=880.37

AutoCAD SHX Text

32' - 4" PVC SAN @12.72%

AutoCAD SHX Text

58' - 6" PVC WM 2-6" 45 DEG BENDS

AutoCAD SHX Text

REPLACE 90 DEG BEND WITH 6"X6"X6" TEE

AutoCAD SHX Text

GAS CONNECTION. MAINLINE LOCATED WEST OF EAST TWELFTH STREET

AutoCAD SHX Text

GAS MAINLINE

AutoCAD SHX Text CONSTRUCTION LIMIT EXTENDS TO GAS SERVICE CONNECTION. SEE CONNECTION DETAIL BELOW.

AutoCAD SHX Text

133'-1" GAS SERVICE

AutoCAD SHX Text

6"X6"X6" TEE

AutoCAD SHX Text

43'-4" PVC SAN @5.18%

AutoCAD SHX Text

CONNECT TO EXISTING SANITARY MANHOLE INV=876.27

AutoCAD SHX Text

38'-1" GAS SERVICE

AutoCAD SHX Text

CLEAN OUT INV=879.79

AutoCAD SHX Text

CLEAN OUT INV=879.92

AutoCAD SHX Text

29'-4" PVC SAN @4.9%

AutoCAD SHX Text

25'-4" PVC SAN @5.18%

AutoCAD SHX Text

43'-1" GAS SERVICE

AutoCAD SHX Text

53'-6" PVC WM

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

134' - 6" PVC WM

AutoCAD SHX Text

36' - 6" PVC WM

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

GATE VALVE WITH POST INDICATOR (TYPICAL)

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

CONNECT TO EXISTING SANITARY MANHOLE INV=877.36 APPROX.

AutoCAD SHX Text

109' - 4" PVC SAN @2.74%

AutoCAD SHX Text

CLEAN OUT INV=880.35

AutoCAD SHX Text

70'-6" PVC WM 2-6"-45 DEG BENDS

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

REPLACE 90 DEG BEND WITH 6"X6"X6" TEE

AutoCAD SHX Text

38'-1" GAS SERVICE

AutoCAD SHX Text

CLEAN OUT INV=881.45

AutoCAD SHX Text CONNECT TO EXISTING SANITARY SEWER INSTALL 10"X4" WYE AND 4"-45 DEG BEND. INV=876.70 APPROX.

AutoCAD SHX Text

69'-4" PVC SAN @6.88%

AutoCAD SHX Text

516' - 6" PVC WM (FROM CONNECTION POINT TO CONNECTION TO BUILDING B233)

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

6"-90 DEG BEND

AutoCAD SHX Text

6"-45 DEG BEND

AutoCAD SHX Text

6"-45 DEG BEND

AutoCAD SHX Text

ADJUST MH COVER UP 0.33' TC=885.17

AutoCAD SHX Text

ADJUST MH COVER UP 2.05' TC=884.37

AutoCAD SHX Text

ADJUST MH COVER UP 0.19' TC=885.03

gary.hess1 Line gary.hess1 Line

CP3

C1.5

Horz Scale: 1:40

OVERALL GRADING PLAN

AutoCAD SHX Text B221

AutoCAD SHX Text B223

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B233

AutoCAD SHX Text B235

AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text B231

AutoCAD SHX Text B224

AutoCAD SHX Text

VBS2

AutoCAD SHX Text

DSTS

AutoCAD SHX Text

GAMING

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

MRAP

AutoCAD SHX Text

TAFF

AutoCAD SHX Text

FIN FL EL = 887.45

AutoCAD SHX Text

FIN FL EL = 885.92

AutoCAD SHX Text

FIN FL EL = 885.79

AutoCAD SHX Text

FIN FL EL = 886.37

AutoCAD SHX Text

FIN FL EL = 886.35

AutoCAD SHX Text

FIN FL EL = 885.00

AutoCAD SHX Text

FIN FL EL. = 890.46

AutoCAD SHX Text

FIN FL EL. = 890.44

AutoCAD SHX Text

FIN FL EL. = 888.46

AutoCAD SHX Text

FIN FL EL. = 886.45

AutoCAD SHX Text

FIN FL EL. = 886.41

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

OVERALL GRADING PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text

PROPOSED SIDEWALK

AutoCAD SHX Text

EXISTING CONTOURS (TYP.)

AutoCAD SHX Text

PROPOSED CONTOURS (TYP.)

AutoCAD SHX Text INFILTRATION BASIN NOTES: 1. NO HEAVY EQUIPMENT IS ALLOWED IN THE NO HEAVY EQUIPMENT IS ALLOWED IN THE INFILTRATION AREA. 2. IF ORGANIC MATERIAL IS NEEDED FOR IF ORGANIC MATERIAL IS NEEDED FOR ESTABLISHMENT OF GRASS, A MAX. OF 2" OF ON SITE TOPSOIL TO BE USED. 3. BASIN BOTTOM TO BE TILLED A MINIMUM OF 6".BASIN BOTTOM TO BE TILLED A MINIMUM OF 6".

AutoCAD SHX Text

EXISTING INFILTRATION BASIN

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING WATER STORAGE AREA

AutoCAD SHX Text

879.80 CONTOUR

gary.hess1 Line gary.hess1 Line

CP3

C4.1 Horz Scale: 1:20

ENLARGED GRADING PLAN NW AREA

AutoCAD SHX Text B225

AutoCAD SHX Text B227

AutoCAD SHX Text

AutoCAD SHX Text B233

AutoCAD SHX Text B235

AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text

VBS2

AutoCAD SHX Text

DSTS

AutoCAD SHX Text

GAMING

AutoCAD SHX Text

HEAT

AutoCAD SHX Text

FIN FL EL = 887.45

AutoCAD SHX Text

FIN FL EL = 885.92

AutoCAD SHX Text

FIN FL EL = 885.79

AutoCAD SHX Text

FIN FL EL = 886.37

AutoCAD SHX Text

FIN FL EL. = 890.44

AutoCAD SHX Text

FIN FL EL. = 888.46

AutoCAD SHX Text

FIN FL EL. = 886.45

AutoCAD SHX Text

W911SA19F2023

AutoCAD SHX Text

ENLARGED GRADING PALN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

AutoCAD SHX Text

NW AREA

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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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

AutoCAD SHX Text SHEET of

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DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCT SIX BATTLE

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SIMULATION BUILDINGS

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1-6" STEP REQ'D.

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1-6" STEPS REQ'D.

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3-6" STEPS REQ'D.

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1-6" STEP REQ'D.

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1-6" STEP REQ'D.

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1-6" STEP REQ'D.

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8'X2' TRENCH DRAIN 6" DEEP @1% SLOPE

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6'X2' TRENCH DRAIN 6" DEEP @1% SLOPE

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1-6" STEP REQ'D.

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EXISTING WATER STORAGE AREA

AutoCAD SHX Text GRADING IN HANDICAP STALL AND LOADING AREA TO BE A MAX. OF 2% SLOPE IN ANY DIRECTION. (TYPICAL) gary.hess1 Line gary.hess1 Line

C4.2 Horz Scale: 1:20

ENLARGED GRADING PLAN SW AREA

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AutoCAD SHX Text B237

AutoCAD SHX Text B229

AutoCAD SHX Text B231

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GAMING

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HEAT

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MRAP

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FIN FL EL = 885.79

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FIN FL EL = 886.37

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FIN FL EL = 885.00

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W911SA19F2023

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ENLARGED GRADING PLAN

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GMI

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DMC

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APRIL 2019

AutoCAD SHX Text 29/04/2019

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EDH

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SW AREA

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GMI

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SCALE IN FEET

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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:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

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EXISTING INFILTRATION BASIN

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879.80 CONTOUR

AutoCAD SHX Text GRADING IN HANDICAP STALL AND LOADING AREA TO BE A MAX. OF 2% SLOPE IN ANY DIRECTION. (TYPICAL)

C4.3 Horz Scale: 1:20

ENLARGED GRADING PLAN EAST AREA

AutoCAD SHX Text B222

AutoCAD SHX Text

AutoCAD SHX Text B224

AutoCAD SHX Text

TAFF

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FIN FL EL = 886.35

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FIN FL EL. = 886.41

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W911SA19F2023

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ENLARGED GRADING PLAN

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GMI

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DMC

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APRIL 2019

AutoCAD SHX Text 29/04/2019

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EDH

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EAST AREA

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GMI

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SCALE IN FEET

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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:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCT SIX BATTLE

AutoCAD SHX Text

SIMULATION BUILDINGS

AutoCAD SHX Text GRADING IN HANDICAP STALL AND LOADING AREA TO BE A MAX. OF 2% SLOPE IN ANY DIRECTION. (TYPICAL)

C5.1

1.50"

DETAILS 1

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W911SA19F2023

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GMI

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DMC

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APRIL 2019

AutoCAD SHX Text 29/04/2019

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EDH

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GMI

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AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

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FLOW

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STAKED STRAW OR WOOD FIBER 6" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING

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DIA.

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CLEANOUT

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NO SCALE

AutoCAD SHX Text DIP 45%%d BEND

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FRAME AND COVER

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1. FOR USE ON 8" DIAMETER OR SMALLER NON-PRESSURE PIPE LINES FOR USE ON 8" DIAMETER OR SMALLER NON-PRESSURE PIPE LINES 2. USE DUCTILE IRON PIPE ADAPTOR IF CARRIER PIPE IS NOT DUCTILE IRON USE DUCTILE IRON PIPE ADAPTOR IF CARRIER PIPE IS NOT DUCTILE IRON PIPE 3. SEE PLAN SHEETS FOR INVERTS SEE PLAN SHEETS FOR INVERTS 4. FIRMLY COMPACT EARTH AROUND BLOCK, WYE AND BEND FIRMLY COMPACT EARTH AROUND BLOCK, WYE AND BEND 5. USES 1/2" ASPHALT IMPREGNATED FIBER PREFORMED JOINT MATERIAL USES 1/2" ASPHALT IMPREGNATED FIBER PREFORMED JOINT MATERIAL AROUND PAD PLACED IN CONCRETE PAVEMENT

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SIZE OF CLEANOUT, SAME AS SIZE OF CARRIER PIPE.

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12" DIP PIPE FROST SLEEVE TO 4'-6" BELOW FINISHED GRADE

AutoCAD SHX Text DUCTILE TO CAST IRON ADAPTOR AND CAST IRON CLEANOUT EXTENSION WITH PLUG OR PVC CLEANOUT ACCESS FITTING WITH PVC PLUG AND BRASS COVER

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DIP WYE OR 45°BEND

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5 1/2" THICK CONCRETE PAD, 36" ROUND OR SQUARE

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FINISHED GRADE OR PAVEMENT

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ALTERNATIVE BLOCK LOCATION WITH 45°BEND

AutoCAD SHX Text 8"x8"x8" SOLID CONCRETE BLOCK

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8" COMPACTED SAND

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DIP PIPE

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45%%D ELBOW

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CONCRETE FILL

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MIN

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ELBOW

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90%%D LONG RADIUS

AutoCAD SHX Text %%uPLAN

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WATERMAIN

AutoCAD SHX Text C X"%%c

AutoCAD SHX Text %%u90%%d BEND

AutoCAD SHX Text %%uSECTION

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TRENCH

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BACKFILL

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C X"%%C WATERMAIN

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MIN

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CONCRETE FILL

AutoCAD SHX Text X"%%c WATERMAIN

AutoCAD SHX Text %%uSECTION

AutoCAD SHX Text %%u45%%d BEND

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THRUST BLOCK/WATERMAIN

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NO SCALE

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BACKFILL

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POSITIVE MECHANICAL SEAL

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(KOR-N-SEAL OR EQUAL)

AutoCAD SHX Text %%uTYPE B

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CLAMP WITH DRAW BOLTS

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AND NUTS

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STAINLESS STEEL EXTERNAL

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WATERTIGHT PIPE CONNECTION AT MANHOLES

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NO SCALE

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GRANULAR MATERIAL

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BEDDING MATERIAL

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SUBGRADE

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PAY WIDTH FOR SURFACE

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REPLACEMENT (BD + H)

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BACKFILL

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PIPE BEDDING & TRENCH BACKFILL

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NO SCALE

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SUITABLE

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MATERIALS

AutoCAD SHX Text 1'-0"

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OD/4

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OD/4

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4" MIN

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12" FOR 6"-48"%%C

AutoCAD SHX Text 18" FOR 54"-66"%%c

AutoCAD SHX Text 24" FOR 72"-96"%%c

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COMPACTED

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VALVE INDICATOR POST

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NO SCALE

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BIOROLL DITCH CHECK

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NO SCALE

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CONSTRUCT SIX BATTLE

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SIMULATION BUILDINGS

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%%UFRONT VIEW

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%%USIDE VIEW

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NOTE: PROVIDE 18", 4" THICK CONCRETE AROUND BASE.

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PRE-ASSEMBLED SILT FENCE

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NO SCALE

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RUNOFF

AutoCAD SHX Text NOTES: 1. WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES, WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES, USE HEAVY DUTY SILT FENCE WITHOUT BALE BACKING.

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2 ACRES MAXIMUM DRAINAGE AREA PER FENCE SEGMENT

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600' MAXIMUM LENGTH

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TURN ENDS UPSLOPE TO PREVENT FLOW BYPASS

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COMPACTED SUBGRADE

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6"X6" EARTH FILL OR PLOWED IN MINIMUM IN 6" FABRIC

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6" HORIZONTAL MINIMUM

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MINIMUM 6" BURY

AutoCAD SHX Text 1 " X 1 " X 4'-0" WOOD POSTS 12" X 1 " X 4'-0" WOOD POSTS 12" X 4'-0" WOOD POSTS MINIMUM 1'-6" EMBEDMENT

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PRE-ASSEMBLED

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MAXIMUM 7 ' ON CENTER 12' ON CENTER SPACING OF POSTS

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PRE-ASSEMBLED SILT FENCE PLACED ON CONTOUR

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FINISHED GROUND LINE

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NOTES:

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NOTES:

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DETAILS 1

AutoCAD SHX Text %%uPLAN

C5.2

DETAILS 2

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W911SA19F2023

AutoCAD SHX Text

GMI

AutoCAD SHX Text

DMC

AutoCAD SHX Text

APRIL 2019

AutoCAD SHX Text 29/04/2019

AutoCAD SHX Text

EDH

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GMI

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AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted…

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