W911SA-18-B-2004_Attachment_3_Drawings.pdf

PDF 12 MB Posted Jan 29, 2018

Attached to: Replace Well 21 with Well 31 at Fort McCoy, WI
Solicitation number: W911SA-18-B-2004
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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W911SA-18-B-2004_Attachment_2.2_Specifications_Appendix_B_-_ufc_4_022_03.pdf	PDF	Mar 12, 2018
W911SA-18-B-2004_Attachment_2.1_Specifications_Appendix_A_-_Geotech_Well_31.pdf	PDF	Mar 12, 2018
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W911SA-18-B-2004_Attachment_2_Specifications_2-27-18.pdf	PDF	Mar 12, 2018
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W911SA-18-B-2004_Attachment_4_Wage_Determination_Updated_8MAR18.docx	DOCX document	Mar 12, 2018
W911SA-18-B-2004_Amendment_0003.pdf	PDF	Mar 12, 2018
W911SA-18-B-2004_Amendment_0002.pdf	PDF	Feb 27, 2018
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W911SA-18-B-2004_Solicitation_(f).pdf	PDF	Jan 26, 2018
W911SA-18-B-2004_Attachment_1_ATOPSEC.xlsx	XLSX spreadsheet	Jan 26, 2018
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W911SA-18-B-2004_Attachment_2_Specifications.pdf	PDF	Jan 26, 2018

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CONSTRUCTION DRAWINGS FOR

SOUTH POST

FORT McCOY, WISCONSIN

WELL HOUSE NO. 31

G0.1

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

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

S .M

E Y

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.M E

Y E

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%%UCONSECUTIVE SEQUENCE DRAWING NUMBER

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ENLARGED PLANS

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ELEVATIONS

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%%UIDENTIFIER OR SHEET TYPE

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SHEET

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SHEET NUMBERING LEGEND

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DETAILS

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%%UDISCIPLINE

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ARCHITECTURAL

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PLAN / FLOOR PLANS

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SHEET INDEX

AutoCAD SHX Text G0.1 TITLE SHEET & SHEET INDEX TITLE SHEET & SHEET INDEX C0.1 GENERAL CIVIL NOTES GENERAL CIVIL NOTES C1.1 EXISTING SITE - SURVEY EXISTING SITE - SURVEY C1.2 SITE DEMOLITION PLAN SITE DEMOLITION PLAN C1.3 SITE PLAN SITE PLAN C1.4 UTILITY PLAN & PROFILE UTILITY PLAN & PROFILE C1.5 SITE GRADING PLAN SITE GRADING PLAN C1.6 OVEREXCAVATION PLAN OVEREXCAVATION PLAN C1.7 EROSION CONTROL PLAN EROSION CONTROL PLAN C5.1 DETAILS DETAILS C5.2 DETAILS DETAILS C5.3 DETAILS DETAILS A0.1 ARCHITECTURAL NOTES & ABBREVIATIONS ARCHITECTURAL NOTES & ABBREVIATIONS A1.1 PLAN VIEWS PLAN VIEWS A2.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS BUILDING SECTIONS A4.1 WALL SECTIONS & DETAILS WALL SECTIONS & DETAILS A5.1 DETAILS & SCHEDULES DETAILS & SCHEDULES S0.1 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES S0.2 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES S1.1 STRUCTURAL PLANS STRUCTURAL PLANS S2.1 STRUCTURAL SECTIONS & DETAILS STRUCTURAL SECTIONS & DETAILS W0.1 PROCESS NOTES & ABBREVIATIONS PROCESS NOTES & ABBREVIATIONS W1.1 PROCESS PLAN PROCESS PLAN W3.1 WELL 31 WELL PROFILE & DETAILS WELL 31 WELL PROFILE & DETAILS W3.2 PROCESS SECTIONS PROCESS SECTIONS W3.3 PROCESS SECTIONS PROCESS SECTIONS W3.4 PROCESS SECTIONS PROCESS SECTIONS W3.5 PROCESS SECTIONS PROCESS SECTIONS W5.1 PROCESS DETAILS PROCESS DETAILS M1.1 MECHANICAL PLANS MECHANICAL PLANS P1.1 PLUMBING PLANS PLUMBING PLANS E0.1 ELECTRICAL LEAD ELECTRICAL LEAD E1.1 LIGHTING, POWER & SYSTEMS LIGHTING, POWER & SYSTEMS E5.1 ELECTRICAL ONE-LINE & DETAILSELECTRICAL ONE-LINE & DETAILS

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CIVIL

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SCHEDULES

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TITLE SHEET & SHEET INDEX

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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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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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WELL NO. 31

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SOUTH POST

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AutoCAD SHX Text Dwn by:

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DPW

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MAY 2017

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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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7/11/2017 1:34 PM7/11/2017 1:34 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\GENERAL\G0.1 TITLE SHEET.DWG

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DARCY J. SPIELMANN

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USER:

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SAVED:

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7-11-2017 1:34 PM

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7-11-2017 1:42 PM

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PLOTTED:

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PLOT SCALE:

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GENERAL

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SECTIONS

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GINGER RD.

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WISCONSIN AVE.

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QUARTERMASTER AVE.

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FORSEMAN RD.

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13TH AVE.

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MECHANICAL

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PLUMBING

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PROCESS

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GENERAL

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ELECTRICAL

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Know what's below.

before you dig.Call

C0.1

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GENERAL NOTES

AutoCAD SHX Text 1.

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 LIMITS OF CONSTRUCTION. 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.

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.

AutoCAD SHX Text THE DRAWINGS ARE ESSENTIALLY TO SCALE UNLESS NOTED OTHERWISE. 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.

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AutoCAD SHX Text CONTRACTOR SHALL SUBMIT SEQUENCING PLAN FOR WATER MAIN CONSTRUCTION SCHEDULE, IN ORDER TO KEEP RESIDENTS/BUSINESSES IN SERVICE AND COMPLETE REQUIRED TESTING ON NEW MAIN. ALL COSTS ASSOCIATED WITH ANY TEMPORARY WATER OR OTHER MEANS OF KEEPING WATER MAIN IN SERVICE AND SWITCH OVER TO WATER MAIN SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION AND RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text 20.

AutoCAD SHX Text IF ANY DRAINTILES ARE ENCOUNTERED DURING CONSTRUCTION, THEY MUST BE TIED INTO NEW DRAINAGE STRUCTURES. THE EXISTING DRAINTILES SHOULD NOT BE ABANDONED.

AutoCAD SHX Text 21.

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 WHERE NOT SPECIFICALLY SHOWN ON THE DRAWINGS, IT IS INTENDED THAT ALL AREAS BE GRADED TO SLOPE AWAY FROM BUILDINGS AND STRUCTURES (EXCEPT DRAINAGE RECEIVING STRUCTURES) UNLESS OTHERWISE NOTED ON THE DRAWINGS OR SPECIFICATIONS.

AutoCAD SHX Text SIZE OF FITTINGS AND VALVES SHALL CORRESPOND TO THE SIZE OF ADJACENT PIPING. JOINTS AND FITTING MATERIAL SHALL BE AS SHOWN FOR ADJACENT PIPING.

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PROVIDE PROPER PLUGS, CAPS, AND RESTRAINTS WHEN ANY PIPING IS TERMINATED.

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

AutoCAD SHX Text ALL SUBMERGED OR EARTH COVERED ANCHOR BOLTS, NUTS, FASTENERS, ETC., SHALL BE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.

AutoCAD SHX Text ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL RECEIVE TWO COATS OF BITUMASTIC OR ZINC CHROMATE.

AutoCAD SHX Text SOME ITEMS HAVE ROTATED INTO THE PLANE OF PROJECTION ON TYPICAL SECTIONS FOR CLARITY.

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ALL PVC DRAIN LINES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM STANDARD D2321.

AutoCAD SHX Text LATEST EDITION OF THE WISCONSIN UNDERGROUND CONTRACTORS ASSOCIATION "STANDARD SPECIFICATIONS FOR SEWER & WATER CONSTRUCTION IN WISCONSIN" SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT.

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AutoCAD SHX Text IF ANY FIBER OPTIC CABLES ARE ENCOUNTERED DURING CONSTRUCTION, RELOCATION OR OTHER RELATED WORK WILL BE BY OTHERS.

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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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TEMP

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THROUGH

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TREATED

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TYPICAL

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THRU

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TOC

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TRTD

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TYP

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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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SUPERVISORY CONTROL AND DATA ACQUISITION

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GAUGE

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GATE

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GAL

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GALV

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GPM

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GRV

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GV & B

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GPD

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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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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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HOUR

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HPT

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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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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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HEATING, VENTILATING, AND AIR CONDITIONING

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ALUM

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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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ALTERNATE

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ANCHOR BOLT

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AUXILIARY

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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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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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CMP

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CIP

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CUBIC FEET PER MINUTE

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CAST IRON

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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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AMERICAN NATIONAL STANDARDS INSTITUTE

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AMERICAN SOCIETY FOR TESTING AND MATERIALS

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MIN

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NORTH

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NEGATIVE

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NOMINAL

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MANHOLE

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NPT

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NTS

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NPS

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OPNG

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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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NORMAL WATER LEVEL

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NORTHWEST

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NOT TO SCALE

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NUMBER

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NORMAL OPEN

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PLATE

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PIPING AND INSTRUMENTATION DIAGRAM

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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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EACH

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EMBED

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ELEC

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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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FLOOR

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FOUNDATION

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FRP

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FORCEMAIN

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FUTURE

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FLANGE

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CONC

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SIGN (HWY, PARK, STOP, ETC.)

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CONCRETE CURB AND GUTTER

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LIGHT POLE

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BIOROLL

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SILT FENCE

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DRAIN PIPE

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BULKHEAD

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CULVERT

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DITCH

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SANITARY SEWER SERVICE & CLEANOUT

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WATER VALVE MANHOLE

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NEW RIGHT OF WAY

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TEMPORARY EASEMENT

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PERMANENT EASEMENT

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WATER SERVICE AND CURB STOP BOX

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SANITARY SEWER AND MANHOLE

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WATER MAIN, HYDRANT AND VALVE

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FORCE MAIN

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FLOATATION SILT CURTAIN

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GENERAL DRAWINGS SITE LEGEND

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REMOVE TREE

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STORM SEWER, MANHOLE AND CATCH BASIN

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STREET LIGHT FEED POINT

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SIGN (HWY, PARK, STOP, ETC.)

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PERMANENT EASEMENT

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WATER SERVICE AND CURB STOP BOX

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SANITARY SEWER AND MANHOLE

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WATER MAIN, HYDRANT AND VALVE

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FORCE MAIN

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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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WELL NO. 31

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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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7/11/2017 1:33 PM7/11/2017 1:33 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C0.1 GENERAL CIVIL NOTES.DWG

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DARCY J. SPIELMANN

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MANHOLE

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LEGEND

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TEL

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CATCH BASIN

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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

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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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7/11/2017 1:33 PM7/11/2017 1:33 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C1.1 EXISTING SITE - SURVEY.DWG

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DARCY J. SPIELMANN

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7-11-2017 1:43 PM

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GRAVEL DRIVE EDGE

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ELECTRIC PANEL/BOX

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SIGN

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BURIED TELEPHONE LINE

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WATER VALVE

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HYDRANT

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FENCE

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POINT NO.

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EASTING

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ELEVATION

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DESCRIPTION

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AutoCAD SHX Text 390228.99

AutoCAD SHX Text 648814.38

AutoCAD SHX Text 912.02

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SET PK NAIL

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BENCH MARK

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AutoCAD SHX Text 390129.35

AutoCAD SHX Text 649174.00

AutoCAD SHX Text 923.94

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SET PK NAIL

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BENCH MARK

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AutoCAD SHX Text 390011.56

AutoCAD SHX Text 649012.81

AutoCAD SHX Text 936.32

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SET NAIL

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BENCH MARK

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). 3. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE UTILITY OWNERS, ABOVE GROUND EVIDENCE, AND WISCONSIN DIGGERS HOTLINE MARKINGS. THERE IS NO GUARANTEE AS TO THE ACCURANCY OR COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR DESIGN IN ACCORDANCE WITH WISCONSIN STATUTE. THE LOCATION OF THE UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR CONSTRUCTION.

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8-INCH WATER MAIN

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4-INCH WATER MAIN

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ASPHALT PAVEMENT EDGE

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%%UALL ITEMS ON THIS SHEET ARE EXISTING

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TEST WELL

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GINGER ROAD

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GRAVEL DRIVE

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C1.2

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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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WELL NO. 31

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DPW

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MAY 2017

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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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7/11/2017 1:33 PM7/11/2017 1:33 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C1.2 SITE DEMOLITION PLAN.DWG

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DARCY J. SPIELMANN

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USER:

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SAVED:

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7-11-2017 1:33 PM

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7-11-2017 1:43 PM

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PLOTTED:

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PLOT SCALE:

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SITE DEMOLITION PLAN

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GINGER ROAD

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GRAVEL DRIVE

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EXISTING WELL HOUSE

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CONCRETE

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DEMOLITION LIMITS

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DEMOLITION LIMITS

AutoCAD SHX Text DEMOLITION KEY NOTES NOTE: NEW WELL MUST BE BROUGHT ON-LINE PRIOR TO NEW WELL MUST BE BROUGHT ON-LINE PRIOR TO DEMOLITION OF EXISTING WELL. 1. REMOVE AND DISPOSE OFF-SITE CHAIN LINK FENCES AND REMOVE AND DISPOSE OFF-SITE CHAIN LINK FENCES AND GATES. 2. COORDINATE, DISCONNECT AND REMOVE ELECTRIC SERVICE COORDINATE, DISCONNECT AND REMOVE ELECTRIC SERVICE AND APPURTENANCES PER UTILITY COMPANY REQUIREMENTS. 3. COORDINATE, DISCONNECT AND REMOVE TELEPHONE SERVICE AND COORDINATE, DISCONNECT AND REMOVE TELEPHONE SERVICE AND APPURTENANCES PER GOVERNMENT UTILITY (NEC) REQUIREMENTS. . 4. DEMOLISH BUILDING, FLOOR AND EQUIPMENT NOT SALVAGED DEMOLISH BUILDING, FLOOR AND EQUIPMENT NOT SALVAGED BY THE GOVERNMENT. VERIFY SALVAGE IS COMPLETE PRIOR TO DEMOLITION. 5. SEAL AND ABANDON WELLS IN ACCORDANCE WITH SEAL AND ABANDON WELLS IN ACCORDANCE WITH SPECIFICATIONS AND WDNR REQUIREMENTS. COMPLETE AND SUBMIT ALL REQUIRED FORMS. CUT CASING PIPE MINIMUM 2 FT. BELOW EXISTING GROUND ELEVATION AND FILL WELL PER NR 812.26. NOTE: EXISTING WELL 21 AND 8-INCH TEST WELL SHALL BOTH BE AVAILABLE FOR CONTRACTOR TO INSTALL TRANSDUCERS DURING DRILLING AND TEST PUMPING OF PRODUCTION WELL. 6. DISCONNECT AND PLUG EXISTING WATER MAIN CONNECTION DISCONNECT AND PLUG EXISTING WATER MAIN CONNECTION TO WELL ON THE MAIN AND AT THE NEW WELL INLET. REMOVE WATER MAINS IN PLACE. 7. PROTECT EXISTING FIRE HYDRANT. PROTECT EXISTING FIRE HYDRANT. 8. PROTECT EXISTING GRAVEL DRIVEWAY AND GATE. PROTECT EXISTING GRAVEL DRIVEWAY AND GATE. 9. REMOVE EXISTING MISCELLANEOUS STRUCTURES. REMOVE EXISTING MISCELLANEOUS STRUCTURES. 10. REMOVE AND SALVAGE SECURITY CAMERA AND POLE FOR REMOVE AND SALVAGE SECURITY CAMERA AND POLE FOR RELOCATION TO NEW WELL SITE. 11. GRADE AREA TO MATCH EXISTING TERRAIN. PREPARE AREA GRADE AREA TO MATCH EXISTING TERRAIN. PREPARE AREA WITH SALVAGED TOPSOIL, SEED (NOT-MAINTAINED) AND MULCH DISTURBED AREA.

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GRAVEL

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CLEAR AND GRUB

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CLEAR AND GRUB

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CLEAR AND GRUB

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EXISTING TEST WELL

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EXISTING SECURITY CAMERA AND POLE

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REMOVE ABANDONED WATER MAINS

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REMOVE ABANDONED WATER MAINS

C1.3

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MOD #

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DPW FORT MCCOY, WI

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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTRUCTION DRAWINGS

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WELL NO. 31

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DPW

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MAY 2017

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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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7/11/2017 1:33 PM7/11/2017 1:33 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C1.3 SITE PLAN.DWG

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DARCY J. SPIELMANN

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USER:

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SAVED:

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7-11-2017 1:33 PM

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7-11-2017 1:43 PM

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PLOTTED:

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SITE PLAN

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GINGER ROAD

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GRAVEL DRIVE

AutoCAD SHX Text SITE PLAN KEY NOTES 1. 7 FT. CHAIN LINK FENCE W/12" BARBED WIRE 7 FT. CHAIN LINK FENCE W/12" BARBED WIRE 2. 4 FT. WIDE SWING GATE 4 FT. WIDE SWING GATE 3. 12 FT. WIDE SWING GATE 12 FT. WIDE SWING GATE 4. 18 LF 4-FT WIDE SIDEWALK, 4-INCHES THICK 18 LF 4-FT WIDE SIDEWALK, 4-INCHES THICK 5. 34 LF 4-FT WIDE SIDEWALK, 4-INCHES THICK 34 LF 4-FT WIDE SIDEWALK, 4-INCHES THICK 6. 5' X 10' CONCRETE STOOP, REFER TO STRUCTURAL DRAWINGS 5' X 10' CONCRETE STOOP, REFER TO STRUCTURAL DRAWINGS 7. CONCRETE MOW STRIP, REFER TO ARCHITECTURAL DRAWINGS CONCRETE MOW STRIP, REFER TO ARCHITECTURAL DRAWINGS 8. 6' X 10' CONCRETE GENERATOR PAD, 6-INCHES THICK 6' X 10' CONCRETE GENERATOR PAD, 6-INCHES THICK 9. GRAVEL BASE DRIVEWAY; REFER TO DETAIL 6 ON SHEET C5.1 GRAVEL BASE DRIVEWAY; REFER TO DETAIL 6 ON SHEET C5.1 10. GRAVEL BASE, REFER TO DETAIL 6 ON SHEET C5.1 GRAVEL BASE, REFER TO DETAIL 6 ON SHEET C5.1 11. FLOOR DRAIN OUTLET. REFER TO SHEET C1.4 UTILITY PLAN AND FLOOR DRAIN OUTLET. REFER TO SHEET C1.4 UTILITY PLAN AND SHEET P1.1 12. REMOVE, SLAVAGE AND RELOCATE SECURITY CAMERA AND POLE TO REMOVE, SLAVAGE AND RELOCATE SECURITY CAMERA AND POLE TO NEW WELL SITE.

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GRADING EXTENTS

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GRADING EXTENTS

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GRADING EXTENTS

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INSTALL GENERATOR. SEE ELECTRICAL DETAILS

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. SEED & 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 CONTAINED ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 4. ALL WATER MAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. ALL WATER MAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 5. MAINTAIN 10' MIN. HORIZONTAL & 18" MIN. VERTICAL SEPARATIONS MAINTAIN 10' MIN. HORIZONTAL & 18" MIN. VERTICAL SEPARATIONS WHERE WATER MAIN CROSS STORM AND SANITARY SEWERS. CONSTRUCT SEWERS TO WATER MAIN STANDARDS AT CROSSING LOCATIONS IF THIS CANNOT BE ACHIEVED. 6. LOWER WATER MAIN AS NEEDED FOR UTILITY CLEARANCES WHETHER OR LOWER WATER MAIN AS NEEDED FOR UTILITY CLEARANCES WHETHER OR NOT SHOWN ON PLANS. 7. CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS PRIOR TO CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS PRIOR TO CONSTRUCTION. 8. SEE EROSION CONTROL PLAN ON SHEET C1.7. SEE EROSION CONTROL PLAN ON SHEET C1.7. 9. CONTRACTOR TO MAINTAIN ASPHALT ROADWAY FROM ACCUMULATION CONTRACTOR TO MAINTAIN ASPHALT ROADWAY FROM ACCUMULATION OF DEBRIS (SWEEPING).

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S.MEYER

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S.MEYER

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SEE PROPOSED WATER MAIN PLAN AND PROFILE ON SHEET C1.4

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CONTROL POINT #3

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RELOCATED SECURITY CAMERA AND POLE

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EXISTING SECURITY CAMERA AND POLE

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INSTALL NAT. GAS SERVICE

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REMOVE ABANDONED WATER MAINS

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REMOVE ABANDONED WATER MAINS

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CONSTRUCTION LIMITS

C1.4

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MARK

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DATE

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100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCTION DRAWINGS

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WELL NO. 31

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SOUTH POST

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DPW

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MAY 2017

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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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7/11/2017 1:34 PM7/11/2017 1:34 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C1.4 UTILITY PLAN & PROFILE.DWG.DWG

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DARCY J. SPIELMANN

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USER:

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SAVED:

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7-11-2017 1:34 PM

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7-11-2017 1:43 PM

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PLOTTED:

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PLOT SCALE:

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UTILITY PLAN & PROFILE

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S.MEYER

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S.MEYER

AutoCAD SHX Text KEYNOTES 1. 6" WATER MAIN TO RESERVIOR. 6" WATER MAIN TO RESERVIOR. 2. 4" RECIRCULATION WATER MAIN FROM RESERVOIR. 4" RECIRCULATION WATER MAIN FROM RESERVOIR. 3. CUT INTO AND CONNECT TO EXISTING 8" WATER MAIN. CUT INTO AND CONNECT TO EXISTING 8" WATER MAIN. INSTALL 8" GATE VALVE AND BOX TO EAST AND TO WEST. INSTALL AND CONNECT 8"X6" TEE. 4. CUT INTO AND CONNECT TO EXISTING 4" WATER MAIN. CUT INTO AND CONNECT TO EXISTING 4" WATER MAIN. INSTALL AND CONNECT 4"X90° BEND TO EAST.REMOVE EXISTING 4" WATER MAIN TO WEST. 5. 4" GATE VALVE & BOX. SEE DETAIL 2/C5.2. 4" GATE VALVE & BOX. SEE DETAIL 2/C5.2. 6. 6" GATE VALVE & BOX. SEE DETAIL 2/C5.2. 6" GATE VALVE & BOX. SEE DETAIL 2/C5.2. 7. RE-ESTABLISH TURF ALONG RAW WATER MAIN RE-ESTABLISH TURF ALONG RAW WATER MAIN CONSTRUCTION. PROVIDE TEMPORARY EROSION MAT CLASS 1 TYPE A PER WDNR TECH STD 1052 (APPROX. 70 SY TOTAL THIS SHEET). 8. RESTORE GRAVEL ROADWAY. SALVAGE EXISTING GRAVEL RESTORE GRAVEL ROADWAY. SALVAGE EXISTING GRAVEL MATERIALS AND MATCH EXISTING LAYER THICKNESSES (APPROX 22 SY TOTAL THIS SHEET). 9. PLACE 10' LONG TEMPORARY BIO-ROLL DITCH CHECK PLACE 10' LONG TEMPORARY BIO-ROLL DITCH CHECK TO CAPTURE SEDIMENT RUNOFF FROM WATER MAIN TRENCHING, SEE DETAIL 2/C5.3 (1 TOTAL THIS SHEET). FIELD DETERMINE ORIENTATION OF BIO-ROLL DITCH CHECK FOR PROPER SEDIMENT CAPTURE. 10. CUT INTO AND CONNECT TO EXISTING 8" WATER MAIN. CUT INTO AND CONNECT TO EXISTING 8" WATER MAIN. INSTALL AND CONNECT 8"X6" TEE. 11. FIRE HYDRANT ASSEMBLY, SEE DETAIL 1/C5.2. FIRE HYDRANT ASSEMBLY, SEE DETAIL 1/C5.2. 12. INSTALL 23 LF 4-INCH PVC FLOOR DRAIN EXTENSION INSTALL 23± LF 4-INCH PVC FLOOR DRAIN EXTENSION AT 1.0% MIN TO DAYLIGHT. INSTALL CORROSION RESISTANT RODENT SCREEN AT OUTLET. REFER TO PLUMBING PLANS, SHEET P1.1. REFER TO GRADING PLAN, SHEET C1.5.

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AutoCAD SHX Text GENERAL WATER MAIN NOTES: 1. WATER MAIN SHALL HAVE CLASS B BEDDING PER DETAIL 6/C5.2. WATER MAIN SHALL HAVE CLASS B BEDDING PER DETAIL 6/C5.2. 2. ALL WATER MAIN AND WATER MAIN FITTINGS SHALL BE MECHANICALLY JOINTED WITH THRUST BLOCKING, SEE DETAIL 5/C5.2. ALL WATER MAIN AND WATER MAIN FITTINGS SHALL BE MECHANICALLY JOINTED WITH THRUST BLOCKING, SEE DETAIL 5/C5.2. 3. CONTRACTOR SHALL FIELD MEASURE DEPTH OF WATER MAIN DURING INSTALLATION. TYPICAL PIPE COVER SHALL BE 7.5 FEET. CONTRACTOR SHALL FIELD MEASURE DEPTH OF WATER MAIN DURING INSTALLATION. TYPICAL PIPE COVER SHALL BE 7.5 FEET. WHEREVER 7.5 FEET DOES NOT OCCUR OR WHEREVER THE WATER MAIN IS LESS THAN 7.5 FEET BELOW A CROSSING SEWER OR OBSTRUCTION, INSULATION SHALL BE PROVIDED PER DETAIL 4/C5.2. 4. CONTRACTOR SHALL COORDINATE CUT IN CONNECTION TO WATER MAIN WITH FORT WHEN OTHER WELLS AND/OR TANKS MUST CONTRACTOR SHALL COORDINATE CUT IN CONNECTION TO WATER MAIN WITH FORT WHEN OTHER WELLS AND/OR TANKS MUST BE OFFLINE. CONTRACTOR SHALL NOT REQUIRE OTHER WELLS TO BE OFFLINE FOR MORE THAN 8 HOURS. SOUTH POST TANK MAY BE ISOLATED FROM THE SYSTEM FOR A MAXIMUM OF 72 HOURS. CONTRACTOR SHALL NOTIFY FORT 2 FULL NORMAL WORKDAYS IN ADVANCE. 5. ALL EROSION CONTROL MEASURES SHALL BE REMOVED UPON SOIL STABILIZATION. ALL EROSION CONTROL MEASURES SHALL BE REMOVED UPON SOIL STABILIZATION. 6. RESTORE SURFACE TO EXISTING CONDITION AND APPROXIMATELY TO EXISTING GRADE. RESTORE SURFACE TO EXISTING CONDITION AND APPROXIMATELY TO EXISTING GRADE. 7. ALL CONSTRUCTION SEQUENCE AND EROSION CONTROL NOTES ON SHEET C1.7 APPLY.ALL CONSTRUCTION SEQUENCE AND EROSION CONTROL NOTES ON SHEET C1.7 APPLY.

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EXISTING 4" WM (PERPENDICULAR)

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STA 10+00.0, CL 8" X 6" TEE TO CONNECT TO EXISTING 8" WATER MAIN

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EXISTING 8" WM (PERPENDICULAR)

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STA 10+05.5, 4' RT 4" X 90° BEND TO CONNECT TOEXISTING 4" WATER MAIN

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LEGEND

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TURF RESTORATION

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BIO-ROLL DITCH CHECK, DETAIL 2/C5.3

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GRAVEL DRIVE

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SEE SITE PLAN ON SHEET C1.3

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EXISTING PROFILE AT C/L

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PROPOSED PROFILE AT C/L

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EXISTING PROFILE ELEVATION

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PROPOSED WATER MAIN ELEVATION

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4-INCH W/M

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8-INCH W/M

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REFER TO SHEET P1.1

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WELL HOUSE FOUNDATION

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TO TANK HGL=1042.7±

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4" PVC FLOOR DRAIN EXTENSION

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OUTLET EL. 925.7±

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REFER TO SHEET P1.1

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TOP OF FLOOR

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TOP OF FOOTING

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AutoCAD SHX Text 921.8

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C1.5

0 10 20

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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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AutoCAD SHX Text

100% CONSTRUCTION DOCUMENTS

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

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text

CONSTRUCTION DRAWINGS

AutoCAD SHX Text

WELL NO. 31

AutoCAD SHX Text

SOUTH POST

AutoCAD SHX Text R

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

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text

MAY 2017

AutoCAD SHX Text

AutoCAD SHX Text R

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

7/11/2017 1:33 PM7/11/2017 1:33 PM

AutoCAD SHX Text S:\UZ\U\USAMC\137542\5-FINAL-DSGN\51-DRAWINGS\FINAL SUBMITTAL\WELL 31 PLANS\SHEETS\CIVIL\C1.5 SITE GRADING PLAN.DWG

AutoCAD SHX Text

DARCY J. SPIELMANN

AutoCAD SHX Text

USER:

AutoCAD SHX Text

SAVED:

AutoCAD SHX Text

7-11-2017 1:33 PM

AutoCAD SHX Text

7-11-2017 1:43 PM

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PLOTTED:

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PLOT SCALE:

AutoCAD SHX Text 1:2

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SITE GRADING PLAN

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GINGER ROAD

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GRAVEL DRIVE

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GENERATOR

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TEST WELL

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NEW WELL HOUSE FFE 932.0

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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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DRAINAGE ARROW

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S.MEYER

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S.MEYER

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AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. STRIP AND STOCKPILE TOPSOIL. STRIP AND STOCKPILE TOPSOIL. 2. ROUGH GRADE SITE PRIOR TO WELL CONSTRUCTION AND SITE IMPROVEMENTS. ROUGH GRADE SITE PRIOR TO WELL CONSTRUCTION AND SITE IMPROVEMENTS. ESTABLISH GRADE ELEVATIONS AT PERIMETER FENCE LINE. 3. PREPARE AND COMPACT SUBGRADE AREAS AS REQUIRED BY SECTION 02334. PREPARE AND COMPACT SUBGRADE AREAS AS REQUIRED BY SECTION 02334. 4.

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