A06__20-RF-001_Drawings_Part1.pdf

PDF 21 MB Posted

Attached to
Mingo Maintenance Building Federal contract opportunity
Solicitation number
140F0221R0035
Issued by
Department of the Interior Fish and Wildlife Service Region 2

About this file

Written by GovTribe AI ·

This document provides details for a federal contract solicitation for construction services. The U.S. Fish and Wildlife Service is soliciting proposals for a project to demolish an existing 6,000 square foot maintenance building and septic system at the Mingo National Wildlife Refuge in Stoddard County, Missouri, and construct a new maintenance building and septic system. The project magnitude is estimated between $1,000,000 to $5,000,000. The NAICS code is 236220 for Commercial and Institutional Building Construction, with a size standard of $39.5 million. This is a total small business set-aside. The solicitation number is 140F0221R0035. Interested offerors should inspect the project site and contact the contracting officer with any questions. The closing date for proposals is not provided in this document.

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Other files for this federal contract opportunity

Other files attached to Mingo Maintenance Building, newest first.
File Type Posted
CPARS_Notice.pdf PDF
Wage_Determinations.pdf PDF
20-RF-001_Bid_Schedule.pdf PDF
A06__20-RF-001_Drawings_Part2.pdf PDF
Notice_to_Offerors.pdf PDF
CLAUSES.pdf PDF
Sol_140F0221R0035.pdf PDF
PPQ.pdf PDF
SF_24_Bid_Bond.pdf PDF
A06b__20-RF-001_Specifications.pdf PDF

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REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

A R C H I T E C T Phillip B. Smith 423 Themis Street Cape Girardeau, Missouri 63701 Phone: 573 . 651 . 9001 Phillip@PhillipBSmithArchitect.com

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ALT

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CMU

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CPT

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DIA

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EXIST

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FF&E

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HORIZ

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ID

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NTS

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CEILING

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CONTROL JOINT

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ALTERNATE

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CONCRETE MASONRY UNIT

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CARPET

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CERAMIC TILE

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DIAMETER

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EACH

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EXPANSION JOINT

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ELEVATION

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EQUAL

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EXISTING

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EXTERIOR INSULATION & FINISH SYSTEM

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FURNITURE, FIXTURE & EQUIPMENT

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FINISH

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FEET

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GALVANIZED

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GYPSUM BOARD

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HORIZONTAL

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HEIGHT

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HOLLOW METAL

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INSIDE DIAMETER

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NOT APPLICABLE

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NOT TO SCALE

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NIC

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NOT IN CONTRACT

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OF / CI

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OWNER FURNISHED / CONTRACTOR INSTALLED

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REQD

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REQUIRED

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OC

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ON CENTER

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OUTSIDE DIAMETER

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POUNDS PER SQUARE FOOT

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REQUIRED

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RESIL

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RESILIENT

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ROUGH OPENING

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SF

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SIM

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SIMILAR

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SQ

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SQUARE

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SQ IN

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SQUARE INCH

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SUSP CLG

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SUSPENDED CEILING

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TONGUE AND GROOVE

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TYP

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TYPICAL

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UNO

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UNLESS NOTED OTHERWISE

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WD

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WOOD

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WITH

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WITHOUT

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TA

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MB

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ONE

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ONE

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ELECTRIC WATER COOLER

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FIRE EXTINGUISHER

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FIRE EXTINGUISHER CABINET

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PLAN DETAIL

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WALL SECTION

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ELEVATION VIEW

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BUILDING SECTION

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TOILET ACCESSORY

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MARKER BOARD

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TACK BOARD

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NEW

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PARTITION TYPE

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DOOR TAG

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DEMOLITION NOTE

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WINDOW TYPE

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CONSTRUCTION NOTE

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STRUCTURAL GRID

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EXISTING

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STRUCTURAL GRID

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REVISION NOTE

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BEARING WALLS

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FLOOR CONSTRUCTION INCLUDING BEAMS

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INTERIOR

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EXTERIOR

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INTERIOR

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EXTERIOR

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NON-LOAD BEARING WALLS

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SHAFTS

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FIRE SEPARATION ASSEMBLIES

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EXIT ACCESS CORRIDORS

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ROOF CONSTRUCTION

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EXITS (STAIRS)

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1 HR (W/O SPRINKLER)

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0 HR

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1 HR

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1 HR

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0 HR

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2018 INTERNATIONAL MECHANICAL CODE

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2018 INTERNATIONAL PLUMBING CODE

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= 0 HR

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= 0 HR

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= 1 HR

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%%UAUTOMATIC FIRE SUPPRESSION SYSTEM:

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2018 INTERNATIONAL BUILDING CODE

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%%UTABLE 601: FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS

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%%U506.3: FRONTAGE INCREASE:

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NOT REQUIRED, NOT PROVIDED

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(5B, CONSTRUCTION)

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STRUCTURAL FRAME

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GREATER THAN 0' TO 5'

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%%UTABLE 602: EXTERIOR WALL RATING:

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GREATER THAN 10' TO 30'

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GREATER THAN 5' TO 10'

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GREATER THAN 30'

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%%UOCCUPANT LOAD:

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2017 NATIONAL ELECTRIC CODE

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24407 STATE HIGHWAY 51

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%%UUSE GROUP:

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STODDARD COUNTY, MISSOURI

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NEW MAINTENANCE BUILDING

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%%UTABLE 504.3: ALLOWABLE BUILDING HEIGHT:

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%%UTYPE OF CONSTRUCTION:

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MINGO NATIONAL WILDLIFE REFUGE

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'B' - BUSINESS

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%%UPROJECT:

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0 HR

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"B": 40 FEET

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%%UBUILDING AREA:

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(NOT REQUIRED)

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TOTAL OCCUPANT LOAD:

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OFFICE AREA:

AutoCAD SHX Text 12' x 46' = 552 SF / 100 = 6

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SHOP AREA:

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AutoCAD SHX Text = 25

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'S-1' - REPAIR GARAGE (MOST RESTRICTIVE)

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MIXED USE, NOT SEPARATED

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"S-1": 40 FEET

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%%UTABLE 504.4: ALLOWABLE NUMBER OF STORIES:

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"B": (NS) 2

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"S-1": (NS) 1

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%%UTABLE 504.4: ALLOWABLE NUMBER OF STORIES:

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"B": (NS) 2

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"S-1": (NS) 1

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= 0 HR

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= 0 HR

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= 1 HR

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= 2 HR

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%%UTABLE 506.2: ALLOWABLE AREA:

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"B": (NS) 9,000 SF

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"S-1": (NS) 9,000 SF

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(NS)

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(5B) (NS)

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BUILDING AREA:

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MEZZANINE:

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MEZZANINE:

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NOTE: SEE SHEET S001 FOR ADDITIONAL DESIGN DATA

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RELATED TO STRUCTURAL

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EGRESS FLOOR PLAN

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SCALE: 1/8'' = 1'-0''

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MEZZANINE EGRESS FLOOR PLAN

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SCALE: 1/8'' = 1'-0''

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DN

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STAIR #1

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MEZZANINE FLOOR 201

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MECHANICAL 107

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STORAGE 106

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PASSAGE 103

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UNISEX R.R. 105

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CLOSET 104

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OFFICE 102

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STAIR #1

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UP

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EXIT

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EXIT

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TRAVEL DISTANCE= 47'-9'' (MIN. DISTANCE= 'D'/2= 49'-7'')

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TRAVEL DISTANCE

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EXIT

AutoCAD SHX Text 53'-1 ''38''

AutoCAD SHX Text D= 99'-3 "58"

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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NEW MAINTENANCE BUILDING

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CODE DATA

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20-RF-001

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SMITH

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DW

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SMITH

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MNG792G4

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3R-MO-392-792

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CORP. CERT. OF AUTH.: 2009027417

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MO. LIC. NO. A-8210

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PHILLIP B. SMITH ARCHITECT LLC

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ARCHITECT'S PROJECT NO.: 1950

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SCALE: 1/8" = 1'-0"

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NUMBER

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REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

SYMBOLS & ABBREVIATIONS:

C1

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EXISTING BUILDING

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EXISTING 48" BARB WIRE

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TREELINE

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EXISTING BOX CULVERT

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L=41.73'(S), R=1145.91'(R) CHD=S34°30'55"W(S), CHL=41.73'(S)

AutoCAD SHX Text N47°37'09"E(S) N45°31'30"E(R) 447.00'(R)

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L=43.19'(S), R=1090.91'(S) CHD=S34°25'27"W(S), CHL=43.18'(S)

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L=79.58'(S), R=1090.91'(S) CHD=S37°38'54"W(S), CHL=79.56'(S)

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L=150.06'(S), R=1090.91'(R) CHD=S43°40'43"W(S), CHL=149.94'(S)

AutoCAD SHX Text N47°37'09"E(S) N45°31'30"E(R) 341.10'(R)

AutoCAD SHX Text S89°09'37"W(S) 28.50'(R)

AutoCAD SHX Text N47°37'09"E(S) N45°31'30"E(R) 127.23'(R)

AutoCAD SHX Text N50°51'51"W(S) N52°57'30"W(R) 167.80'(S&R)

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OLD RIGHT OF WAY LINE

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NEW RIGHT OF WAY LINE (SC.1 S.140)

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(110' WIDE)

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(55' WIDE)

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CP 300

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CP 301

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FOUND IRON ROD (ADOPTED)

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PP

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GW

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FF-346.15

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CP 100

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CP 101

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EXISTING YARD HYDRANT

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EXISTING YARD HYDRANT

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CP 102

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FF-346.05

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FF-346.76

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FOUND RIGHT OF WAY MARKER

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FOUND RIGHT OF WAY MARKER

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EXISTING BUILDING

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EXISTING BUILDING

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EXISTING OVERHANG

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EXISTING TANK

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EXISTING TANK

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EXISTING TANK

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EXISTING CONC.

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EXISTING CONC.

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EXISTING TANK

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EXISTING CONC.

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EXISTING ASPHALT

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EXISTING CONCRETE

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EXISTING BOX CULVERT

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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MO. STATE HIGHWAY 51 (VARIABLE WIDTH)STATE HIGHWAY 51 (VARIABLE WIDTH)

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DRAWING STATUS:

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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NEW MAINTENANCE BUILDING

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EXISTING CONDITIONS SURVEY

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20-RF-001

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WMK

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WMK

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DHL

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MNG793C6.DWG

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3R-MO-392-793

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100% SUBMITTAL

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EXISTING CONDITIONS SURVEY

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SCALE: 1" = 30'-0"

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SCALE IN FEET

AutoCAD SHX Text CIVIL ENGINEER 5220 OAKLAND AVE ST LOUIS, MO 63110 314.863.5570 MISSOURI STATE CERTIFICATE OF AUTHORITY #2002006804

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FOUND MONUMENT AS NOTED

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SURVEY CONTROL POINT

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FL

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FLOW LINE

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ELEVATION

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ELEV

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ASPHALT

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ASPH

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CONCRETE

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CONC

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UNDERGROUND TELEPHONE LINE

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WEST

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EAST

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SOUTH

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NORTH

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LIGHT STANDARD

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FIRE HYDRANT

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FH

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LS

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SET IRON ROD W/PLASTIC CAP

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TREE LINE

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STREET SIGN

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PVMT

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PAVEMENT

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PER RECORDED DOCUMENT

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TREE W/ SIZE

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BUSH W/ SIZE

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POWER POLE

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PP

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FF

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FINISHED FLOOR

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BLDG

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BUILDING

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FENCE LINE

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POWER POLE W/GUY WIRE

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PP

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EM

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ELECTRIC METER

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GUY WIRE

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CALCULATED

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UNDERGROUND ELECTRIC LINE

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CUT CROSS

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SURVEYED IN FIELD

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PER UTILITY MAP

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(MAP)

AutoCAD SHX Text GENERAL NOTES 1. "R" DENOTES RECORD INFORMATION, "S" DENOTES MEASURED BY SURVEYOR, AND "C" "R" DENOTES RECORD INFORMATION, "S" DENOTES MEASURED BY SURVEYOR, AND "C" DENOTES CALCULATED. 2. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS MAP, THIS SURVEY DOES NOT EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS MAP, THIS SURVEY DOES NOT REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT PROPERTY; EASEMENTS OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE AT THE TIME OF MAKING THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND USE REGULATIONS; AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. HORIZONTAL CONTROL STATEMENT STATE PLANE COORDINATES ON THIS PROJECT WERE ESTABLISHED UTILIZING THE MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION GLOBAL NAVIGATION SATELLITE REAL TIME NETWORK FOR CONTINUOUS OPERATING REFERENCE STATIONS DURING THE MONTH OF FEBRUARY 2020, AND ARE BASED ON THE MISSOURI COORDINATE SYSTEM OF NAD1983, ZONE EAST, 2401. VERTICAL CONTROL STATEMENT ELEVATIONS ON THIS PROJECT WERE ESTABLISHED UTILIZING THE MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION GLOBAL NAVIGATION SATELLITE REAL TIME NETWORK FOR CONTINUOUS OPERATING REFERENCE STATIONS DURING THE MONTH OF FEBRUARY 2020, AND ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). SOURCE OF TITLE INFORMATION NO TITLE INSURANCE COMMITMENT WAS FURNISHED TO THE SURVEYOR; THEREFORE THERE MAY BE OTHER EASEMENTS, COVENANTS AND RESTRICTIONS AFFECTING THE SUBJECT PROPERTY THAT ARE NOT SHOWN ON THIS SURVEY. UTILITY INFORMATION THE UNDERGROUND STRUCTURES, UTILITIES AND EASEMENTS HAVE BEEN PLOTTED FROM READILY AVAILABLE RECORDS AND AVAILABLE MAPS AS WELL AS FIELD OBSERVED MARKINGS AT THE TIME OF THE FIELD VISIT. LOCATIONS ARE APPROXIMATE AND SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. THE CLIENT IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. LOCATION, RELOCATION AND CONNECTION OF THE UTILITIES SHALL BE COORDINATED WITH THE UTILITY COMPANIES. SURVEYOR'S CERTIFICATION THIS IS TO CERTIFY THAT CIVIL DESIGN, INC., AT THE ORDER OF MINGO NATIONAL WILDLIFE MINGO NATIONAL WILDLIFE REFUGE, EXECUTED A TOPOGRAPHIC SURVEY OF A TRACT OF LAND BEING PART OF MINGO , EXECUTED A TOPOGRAPHIC SURVEY OF A TRACT OF LAND BEING PART OF MINGO NATIONAL WILDLIFE REFUGE (24279 STATE HIGHWAY 51, PUXICO, MO. 63960), LOCATED IN SECTION 24, TOWNSHIP 27 NORTH, RANGE 8 EAST, OF THE 5TH PRINCIPAL MERIDIAN, AS RECORDED IN DEED BOOK 22, PAGE 274 OF THE STODDARD COUNTY RECORDS. WE CERTIFY THAT THE ABOVE PLAT WAS MADE FROM AN ACTUAL SURVEY PERFORMED IN THE FIELD DURING THE MONTH OF FEBRUARY 2020 ACCORDING TO THE RECORDS AVAILABLE AND RECORDED. _____________________________ _________________ PHILIP A. GROUT DATE MISSOURI PLS-2010018902 pgrout Typewriter 20 Apreil 2021

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

C2

JOHN

E. FALK

NUMBER

PE-2003001031

ST

ATE OF MISSOURI

PROFESS IONAL ENG INEE

R

12/14/20

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EXISTING 48" BARB WIRE

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TREELINE

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L=150.06'(S), R=1090.91'(R) CHD=S43°40'43"W(S), CHL=149.94'(S)

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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(110' WIDE)

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CP 301

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FOUND RIGHT OF WAY MARKER

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SAWCUT

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SAWCUT

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SAWCUT

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TREES (TBR)

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CONCRETE PAD (TBR)

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UTILITY NOTE: FOR UTILITY DEMOLITION, SEE SHEET UD1

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PROTECT IN PLACE

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LIGHT POLE (TBR)

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SAWCUT

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SAWCUT

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EXISTING 48" BARB WIRE

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TREELINE

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L=150.06'(S), R=1090.91'(R) CHD=S43°40'43"W(S), CHL=149.94'(S)

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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LIMITS OF CONSTRUCTION 0.90 ACRES

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DRAWING STATUS:

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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NEW MAINTENANCE BUILDING

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DEMOLITION PLAN

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20-RF-001

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AutoCAD SHX Text DEMOLITION NOTES: 1. NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF REMOVAL AND DEMOLITION ON THE DRAWINGS. THE CONTRACTOR MUST VISIT THE SITE AND STUDY EXISTING PHYSICAL CONDITIONS, REVIEW DRAWINGS, AND REACH THEIR OWN CONCLUSIONS ON WORK NECESSARY TO ACCOMPLISH INTENDED RESULTS DESCRIBED BY THE PROJECT DOCUMENTS. 2. CONTRACTOR SHALL REQUEST UTILITY LOCATIONS PRIOR TO THE CONTRACTOR SHALL REQUEST UTILITY LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PRIOR TO ANY EXCAVATION AT LEAST 72 HOURS PRIOR TO THEIR PHASE OF WORK. CONTRACTOR SHALL NOTIFY IN WRITING TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY, STATE, OR FEDERAL. 4. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 5. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 6. THE GOVERNMENT HAS FIRST SALVAGE RIGHTS ON ALL ITEMS THE GOVERNMENT HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED. IF GOVERNMENT FORFEITS RIGHTS THEN ALL DEMOLISHED MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN. 7. WITHIN THE CONSTRUCTION LIMITS, THE INTENT IS TO HAVE A WITHIN THE CONSTRUCTION LIMITS, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 8. A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACED SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE. 9. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC. 10. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR THE PROPOSED USE. FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED, PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN TRENCH. 11. GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY, PRIOR TO GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY, PRIOR TO THE FINAL CONTRACT EXECUTION, IF ANY BUILDING STRUCTURE THAT IS NOTED TO BE REMOVED HAS A BASEMENT. IF SO THE BUILDING STRUCTURE, BOTH FLOOR STRUCTURES, BASEMENT, FOUNDATION, ETC. ARE TO BE REMOVED AND BACKFILLED TO EXISTING GRADE ELEVATIONS SURROUNDING THE EXISTING STRUCTURE.

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PROPERTY LINE

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LEGEND:

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FULL DEPTH PAVEMENT REMOVAL

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TO BE REMOVED

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TBR

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CONSTRUCTION LIMITS

AutoCAD SHX Text CIVIL ENGINEER 5220 OAKLAND AVE ST LOUIS, MO 63110 314.863.5570 MISSOURI STATE CERTIFICATE OF AUTHORITY #2002006804

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EXISTING ASPHALT PAVEMENT (TO REMAIN)

AutoCAD SHX Text DEMOLITION NOTES: 12. ALL NECESSARY APPROVALS FROM AGENCIES GOVERNING ALL NECESSARY APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED BY THE CONTRACTOR. 13. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC MEASURES PRIOR TO THE COMMENCEMENT OF DEMOLITION. ALL MEASURES SHALL BE APPROVED BY THE COR AND WILL REMAIN IN PLACE UNTIL COMPLETION OF PROJECT. CONTRACTOR SHALL ADJUST AS NEEDED DURING CONSTRUCTION. 14. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARKS AND RELOCATING BENCHMARKS IF NECESSARY. BENCHMARKS SHALL BE RELOCATED TO ORIGINAL ELEVATION. ALL BENCHMARKS SHALL BE RELOCATED OR REPLACED BY AN MISSOURI LICENSED SURVEYOR. 15. ALL DEMOLITION AND CONSTRUCTION ACTIVITY ON THIS ALL DEMOLITION AND CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 16. CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY EXISTING CONDITIONS DAMAGED DURING DEMOLITION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE PATTERNS, UTILITIES, LIGHTING, PAVEMENT, SIDEWALKS, CURBS, ETC. REPAIRS SHALL BE EQUAL TO EXISTING CONDITIONS. 17. EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING PAVEMENT REMOVAL. 18. MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. 19. CONTRACTOR TO MINIMIZE DUST DURING SAW CUTTING CONTRACTOR TO MINIMIZE DUST DURING SAW CUTTING ACTIVITIES. ADD WATER AS NECESSARY. 20. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION PRIOR TO CONSTRUCTION. 21. WHERE PAVEMENT, WALKS, ETC. ARE TO BE REMOVED, WHERE PAVEMENT, WALKS, ETC. ARE TO BE REMOVED, SAWCUT AT LOCATIONS SHOWN, OR REMOVE ENTIRELY TO NEAREST AVAILABLE JOINT. 22. ANY EXISTING BELOW GRADE DEBRIS OR OBSTACLES ANY EXISTING BELOW GRADE DEBRIS OR OBSTACLES ENCOUNTERED WITHIN THE PROPOSED PROJECT LIMITS, BUT NOT SPECIFICALLY CALLED OUT ON THE PLANS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE COR FOR FURTHER DIRECTION. 23. USE OF EXPLOSIVES ON SITE IS NOT PERMITTED. USE OF EXPLOSIVES ON SITE IS NOT PERMITTED. 24. PIPES TO BE ABANDONED IN PLACE ARE TO BE CAPPED.PIPES TO BE ABANDONED IN PLACE ARE TO BE CAPPED.

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REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

C3

JOHN

E. FALK

NUMBER

PE-2003001031

ST

ATE OF MISSOURI

PROFESS IONAL ENG INEE

R

12/14/20

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EXISTING 48" BARB WIRE

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TREELINE

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L=150.06'(S), R=1090.91'(R) CHD=S43°40'43"W(S), CHL=149.94'(S)

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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(110' WIDE)

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CP 301

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PP

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GW

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CP 100

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CP 101

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FF-346.05

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FF-346.76

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FOUND RIGHT OF WAY MARKER

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EXISTING SHED

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LIMITS OF CONSTRUCTION 0.90 ACRES

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WHEELSTOP, TYPICAL (SEE DETAIL C8/D)

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PIPE BOLLARD, TYPICAL (SEE DETAIL C8/F)

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ADDITIVE 2 WASH PAD

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THICKENED EDGE EXPANSION JOINT (SEE DETAIL C7/C, TYPICAL AT DOORS)

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DRAWING STATUS:

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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NEW MAINTENANCE BUILDING

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SITE PLAN

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20-RF-001

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WMK

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DHL

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3R-MO-392-795

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100% SUBMITTAL

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SITE PLAN

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AutoCAD SHX Text SITE PLAN NOTES: 1. ALL RADII AND OTHER DIMENSIONS FOR PAVEMENT AND WALK ARE TO THE EDGE OF PAVEMENT, EDGE OF WALK ALL RADII AND OTHER DIMENSIONS FOR PAVEMENT AND WALK ARE TO THE EDGE OF PAVEMENT, EDGE OF WALK AND/OR BACK OF CURB. 2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 3. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. 4. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 5. ALL SIDEWALK, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMPS, ETC. ALL SIDEWALK, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. 6. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL DAMAGE DONE TO EXISTING ELEMENTS FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL DAMAGE DONE TO EXISTING ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY THE COR AND/OR GOVERNING AUTHORITY. 7. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE COR OF ANY UNACCEPTABLE AREAS. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE COR OF ANY UNACCEPTABLE AREAS. 8. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. 9. CONCRETE PAVEMENT MARKING LINES SHALL BE 4" WIDE PAINTED WHITE WITH TWO (2) COATS OF SHERWIN CONCRETE PAVEMENT MARKING LINES SHALL BE 4" WIDE PAINTED WHITE WITH TWO (2) COATS OF SHERWIN WILLIAMS "HOTLINE" FAST DRYING TRAFFIC MARKING PAINT. ACCESSIBLE PARKING & ACCESSIBLE SYMBOLS SHALL BE PAINTED WHITE & SIZED AS REQUIRED BY GOVERNING ACCESSIBILITY CODE. 10. UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE POST DRIVEN UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. 11. ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" TOPSOIL. HOLD SOIL DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS TO BE PLANTED. 12. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS, OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 13. ALL UTILITY TRENCHES WITHIN 2 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. ALL UTILITY TRENCHES WITHIN 2 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 14. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 15. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 16. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 18. PARKING LOT GRADING SHALL NOT EXCEED 5% MAX. CROSS SLOPE AND AT THE PARKING STALLS A MAXIMUM . PARKING LOT GRADING SHALL NOT EXCEED 5% MAX. CROSS SLOPE AND AT THE PARKING STALLS A MAXIMUM PARKING LOT GRADING SHALL NOT EXCEED 5% MAX. CROSS SLOPE AND AT THE PARKING STALLS A MAXIMUM AND AT THE PARKING STALLS A MAXIMUM OF 2% IN ALL DIRECTIONS. 19. SITE SHALL COMPLY WITH ALL ADA/ABA ACCESSIBLE REGULATIONS. SITE SHALL COMPLY WITH ALL ADA/ABA ACCESSIBLE REGULATIONS. 20. PIPE BOLLARDS TO BE SEPARATED BY A DISTANCE JUST GREATER THAN THE DOOR WIDTH.

AutoCAD SHX Text JOINTING NOTES: 1. ALL PAVEMENT JOINTS SHOWN SHALL BE SAWED TIED CONTRACTION AND DOWELED EXPANSION ALL PAVEMENT JOINTS SHOWN SHALL BE SAWED TIED CONTRACTION AND DOWELED EXPANSION JOINTS UNLESS OTHERWISE SHOWN. 2. CONTRACTION JOINTS IN THE PARKING LOT PAVEMENT SHALL BE SPACED AT MAXIMUM 13' EACH CONTRACTION JOINTS IN THE PARKING LOT PAVEMENT SHALL BE SPACED AT MAXIMUM 13' EACH DIRECTION UNLESS OTHERWISE SHOWN. 3. INSTALL 1" PREFORMED JOINT FILLER AT LOCATIONS SHOWN AND WHERE CONCRETE ABUTS INSTALL 1" PREFORMED JOINT FILLER AT LOCATIONS SHOWN AND WHERE CONCRETE ABUTS BUILDING. 4. PREFORMED JOINT FILLER SHALL BE IN ACCORDANCE WITH THE MISSOURI DEPARTMENT OF PREFORMED JOINT FILLER SHALL BE IN ACCORDANCE WITH THE MISSOURI DEPARTMENT OF TRANSPORTATION STANDARDS.

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GRAVEL (SEE DETAIL C7/B)

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CONCRETE PAVEMENT - VEHICULAR (SEE DETAIL C7/A)

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AutoCAD SHX Text CIVIL ENGINEER 5220 OAKLAND AVE ST LOUIS, MO 63110 314.863.5570 MISSOURI STATE CERTIFICATE OF AUTHORITY #2002006804

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CONSTRUCTION LIMITS

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REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

C4

JOHN

E. FALK

NUMBER

PE-2003001031

ST

ATE OF MISSOURI

PROFESS IONAL ENG INEE

R

12/14/20

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EXISTING 48" BARB WIRE

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TREELINE

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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(110' WIDE)

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CP 301

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FF-346.05

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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NEW MAINTENANCE BUILDING

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GRADING PLAN

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20-RF-001

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AutoCAD SHX Text GRADING NOTES: 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE, AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. ALL GRADES AT PROJECT LIMITS SHALL MEET EXISTING GRADES. ALL GRADES AT PROJECT LIMITS SHALL MEET EXISTING GRADES. 4. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY CHANGES, THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 5. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 2 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 2 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). 7. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING/SIDEWALK, GRASS SHALL NOT CREATE BARRIER FOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING/SIDEWALK, GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM SIDEWALK TO LAWN, BUILDING PERIMETER SIDEWALKS SHALL DRAIN AT 2% MAXIMUM AWAY FROM STRUCTURE. 8. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDING TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDING AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 9. AFTER STRIPPING TOPSOIL MATERIAL PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY AFTER STRIPPING TOPSOIL MATERIAL PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 10. TOPSOIL SHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED. TOPSOIL SHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED. 11. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 12. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 13. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 14. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 15. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 16. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 17. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY.

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LEGEND:

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(ME)

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SPOT ELEVATION

AutoCAD SHX Text CIVIL ENGINEER 5220 OAKLAND AVE ST LOUIS, MO 63110 314.863.5570 MISSOURI STATE CERTIFICATE OF AUTHORITY #2002006804

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FLOWLINE

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REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

C5

JOHN

E. FALK

NUMBER

PE-2003001031

ST

ATE OF MISSOURI

PROFESS IONAL ENG INEE

R

12/14/20

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EXISTING 48" BARB WIRE

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TREELINE

AutoCAD SHX Text N47°37'09"E(S) N45°31'30"E(R) 447.00'(R)

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L=150.06'(S), R=1090.91'(R) CHD=S43°40'43"W(S), CHL=149.94'(S)

AutoCAD SHX Text N47°37'09"E(S) N45°31'30"E(R) 341.10'(R)

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L=241.22'(S), R=1145.91'(R) CHD=S41°35'20"W(S), CHL=240.77'(S)

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OLD RIGHT OF WAY LINE

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NEW RIGHT OF WAY LINE (SC.1 S.140)

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(110' WIDE)

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CP 301

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PP

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GW

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CP 100

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CP 101

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FF-346.05

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2 - 45 DEGREE BENDS W/CLEANOUT FL=342.98

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CLEANOUT FL=342.03

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22.5 DEGREE BENDS W/CLEANOUT FL=341.08

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50 LF OF 6" PVC @ 1.60%

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100 LF OF 6" PVC @ 0.95%

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100 LF OF 6" PVC @ 0.95%

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35 LF OF 6" PVC @ 0.95%

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NEW UNDERGROUND ELECTRIC SERVICE (SEE ELECTRICAL)

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NEW UNDERGROUND TELEPHONE SERVICE (SEE ELECTRICAL)

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SEE SHEET C9 FOR SEPTIC SYSTEM DETAILS

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11 LF OF 6" PVC @ 1.27%

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FL=340.60

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LIMITS OF CONSTRUCTION 0.90 ACRES

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DRAWING STATUS:

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MINGO NATIONAL WILDLIFE REFUGE

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STODDARD COUNTY

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MISSOURI

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DHL

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3R-MO-392-797

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UTILITY PLAN

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SCALE: 1" = 20'-0"

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SCALE IN FEET

AutoCAD SHX Text UTILITY NOTES: 1. CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING AND APPLYING FOR CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING AND APPLYING FOR UTILITY SERVICE WITH EACH UTILITY COMPANY PRIOR TO STARTING CONSTRUCTION. 2. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE SURVEY AND RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 3.

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