E0.0 C1...2020/08/19 · SOUTH MIDDLE SCHOOL WENTZVILLE R-IV SCHOOL DISTRICT 561 EAST HIGHWAY N WENTZVILLE, MISSOURI 63385 C2.0 COVER SHEET C3.0 SITE PLAN GRADING PLAN C1.0 S1.3 SPECIAL

PROJECT NAME:

PROJECT DESCRIPTION:

BUILDING CODE IN EFFECT:

PROJECT LOCATION:

SOUTH MIDDLE SCHOOLWENTZVILLE R-IV SCHOOL DISTRICT

561 EAST HIGHWAY NWENTZVILLE, MISSOURI 63385

C2.0COVER SHEET

C3.0SITE PLAN GRADING PLAN

C1.0

S1.3SPECIAL INSPECTION TABLESTYPICAL DETAILS

S1.2

S1.4 TYPICAL DETAILSS1.5 TYPICAL DETAILSS1.6 TYPICAL DETAILSS2.1 LOWER LEVEL FLOOR AND FOUNDATION PLANS2.2 MAIN LEVEL FRAMING PLANS2.3 ROOF FRAMING PLAN

S3.1 BASE PLATE AND CONCRETE COLUMN DETAILSS4.1 FOUNDATION SECTIONSS4.2 FOUNDATION SECTIONSS5.1 FLOOR SECTIONSS5.2 FLOOR SECTIONSS6.1 ROOF SECTIONS

FOOD SERVICE EQUIPMENT FLOOR PLANFS1.0FOOD SERVICE EQUIPMENT SPOT ELECTRICAL PLANFS1.1FOOD SERVICE EQUIPMENT SPOT PLUMBING PLANFS1.2ELEVATIONSFS2.0

MASTER FLOOR PLANSA1.1LOWER LEVEL FLOOR PLANA1.2A

DEMOLITION PLAN / FLOOR PLAN - KITCHENA1.3ROOF PLANA1.4LOWER LEVEL FLOOR PATTERN PLANA1.5A

FLOOR PATTERN PLAN - KITCHENA1.6BUILDING ELEVATIONSA2.1BUILDING SECTIONSA2.2ENLARGED FLOOR PLANSA3.1

A3.2 ENLARGED FLOOR PLANSA3.3 ENLARGED FLOOR PLANS

A4.1 WALL SECTIONSA4.2 WALL SECTIONSA4.3 WALL SECTIONS

A4.5 WALL SECTIONS

A5.1A LOWER LEVEL REFLECTED CEILING PLAN

A5.2 KITCHEN REFLECTED CEILING PLANS

A4.4 WALL SECTIONS

C4.0 GRADING PLAN

A4.6 WALL SECTIONS

MAIN LEVEL FLOOR PLANA1.2B

CODE COMPLIANCE PLANCA1.0

E0.1

ELECTRICAL SYMBOLS AND ABBREVIATIONS

LIGHTING SCHEDULES

E0.0

E0.2 LIGHTING DETAILS AND DIAGRAMSE0.3 ELECTRICAL ONE LINE DIAGRAM and SCHEDULESE0.4 ME INTERFACE SCHEDULE DETAILS and DIAGRAMSE0.5 DETAILS and DIAGRAMSE0.6 DETAILS and DIAGRAMS

E2.2 PARTIAL LOWER LEVEL FLOOR PLAN - LIGHTINGE2.3 PARTIAL MAIN LEVEL FLOOR PLAN - LIGHTINGE3.2

E3.3

E4.2 PARTIAL LOWER LEVEL FLOOR PLAN - HVAC POWERand RACEWAYS

PARTIAL MAIN LEVEL FLOOR PLAN - POWER andDATA

PARTIAL LOWER LEVEL FLOOR PLAN - POWER andDATA

E4.3 PARTIAL MAIN LEVEL FLOOR PLAN - HVAC POWER andRACEWAYS

E5.2 PARTIAL LOWER LEVEL FLOOR PLAN - SYSTEMSE5.3 PARTIAL MAIN LEVEL FLOOR PLAN - SYSTEMS

MD4.5

MECHANICAL SYMBOLS AND ABBREVIATIONS

KITCHEN ENLARGED PLAN - PLUMBING DEMOLITION

M0.1

MAIN LEVEL FLOOR PATTERN PLANA1.5B

A5.1B MAIN LEVEL REFLECTED CEILING PLANCLASSROOM AND STORM SHELTER ADDITION

2015 IBC INTERNATIONAL BUILDING CODE2015 IPC INTERNATIONAL PLUMBING CODE2015 IMC INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRICAL CODE

BUILDING AREA:

EXISTING BUILDING-FIRST FLOOR: 132,600 S.F.EXISTING BUILDING-SECOND FLOOR: 16,400 S.F.NEW ADDITION-FIRST FLOOR: 16,600 S.F.NEW ADDITION-SECOND FLOOR: 14,000 S.F.TOTAL BUILDING AREA: 179,600 s.f.

TYPE OF CONSTRUCTION: TYPE IIB

USE GROUP: (SEE SEPARATE CODE ANALYSIS)

OCCUPANT LOAD: (SEE CODE ANALYSIS)

M1.1 FOUNDATION MASTER PLAN - PLUMBINGM1.2 PARTIAL FOUNDATION PLAN - PLUMBINGM2.1 MAIN AND LOWER LEVEL MASTER PLANS - PLUMBINGM2.2 PARTIAL LOWER LEVEL PLAN - PLUMBINGM2.3 PARTIAL MAIN LEVEL PLAN - PLUMBINGM3.1 LOWER and MAIN LEVEL MASTER PLANSM3.2 PARTIAL LOWER LEVEL FLOOR PLAN - HVACM3.3 PARTIAL MAIN LEVEL FLOOR PLAN - HVACM3.4

M4.1 LARGE SCALE LOWER LEVEL AND MAIN LEVEL - PLUMBING M4.2 ENLARGED MECHANICAL ROOM PLANS - HVAC AND PLUMBINGM4.3 ENLARGED MECHANICAL ROOM PLAN - HVAC MAIN LEVELM4.4 ENLARGED MECHANICAL ROOM SECTIONS - HVACM4.5 KITCHEN ENLARGED PLAN - PLUMBING M5.1 AHU-10 AIR FLOW DIAGRAMM5.2 AHU-10 AIR FLOW DIAGRAM (CONT)M5.3 AHU-9 AIR FLOW DIAGRAM M5.4 HEATING WATER FLOW DIAGRAMM5.5 DOMESTIC AND NON-POTABLE HOT WATER FLOW DIAGRAMSM6.1 MECHANICAL SCHEDULESM6.2 MECHANICAL SCHEDULESM6.3 PLUMBING SCHEDULESM6.4 DETAILSM6.5 DETAILSM8.1 LOWER LEVEL - FIRE PROTECTION M8.2 MAIN LEVEL - FIRE PROTECTION

E1.1 LOWER LEVEL MASTER PLANE1.2 MAIN FLOOR MASTER PLAN

E4.4 PARTIAL ROOF PLAN - HVAC POWER

E5.4 PARTIAL MAIN LEVEL FLOOR PLAN - SYSTEMSE5.5 PARTIAL LOWER LEVEL FLOOR PLAN - SYSTEMSE5.6 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARME5.7 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARME5.8 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARME5.9 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARME5.10 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARME6.1 KITCHEN POWER AND DATA - NEW WORKE6.2 KITCHEN LIGHTING - NEW WORK

ED5.4 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.5 PARTIAL LOWER LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.6 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.7 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.8 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.9 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED5.10 PARTIAL MAIN LEVEL FLOOR PLAN - FIRE ALARM DEMOLITIONED6.1 KITCHEN - ELECTRICAL DEMOLITION

GENERAL NOTESS1.1

S6.2 ROOF SECTIONS

A4.7 WALL SECTIONS

A3.4 ENLARGED FLOOR PLANS - BID ALTERNATE #4

S2.4 PARTIAL MAIN FLOOR AND ROOF PLAN - CAFETERIA

MD3.5 PARTIAL MAIN LEVEL FLOOR PLAN AND ROOFPLAN - KITCHEN - HVAC DEMOLITION

PARTIAL MAIN LEVEL FLOOR PLAN - HVACM3.5 PARTIAL MAIN LEVEL FLOOR PLAN - KITCHEN - HVACM3.21 ROOF MASTER PLAN - HVAC AND PLUMBINGM3.22 PARTIAL ROOF PLAN - HVAC AND PLUMBINGM3.23 PARTIAL ROOF PLAN - KITCHEN HVAC

M8.3 KITCHEN ENLARGED PLAN - FIRE PROTECTION

SITE PLAN - DEMOLITIONED1.0PARTIAL MAIN LEVEL FLOOR PLAN - ELECTRICAL DEMOLITIONED2.4

E1.0 SITE PLAN - NEW WORK

E6.3 ENLARGED EXISTING MAIN ELECTRICAL AND ELEVATORROOM FLOOR PLAN - DEMOLITION AND NEW WORK

AutoCAD SHX TextSet No.:

AutoCAD SHX TextWENTZVILLE R-IV SCHOOL DISTRICT

AutoCAD SHX TextWENTZVILLE, MISSOURI

AutoCAD SHX TextDATE ISSUED - AUGUST 6, 2020 (BID SET)

AutoCAD SHX TextPROJECT No.: 19-06D

AutoCAD SHX Text%%UBUILDING CODE INFORMATION

AutoCAD SHX Text19-06D

AutoCAD SHX TextWENTZVILLE R-IV SCHOOL DISTRICT ADDITION AND RENOVATIONS AT SOUTH MIDDLE SCHOOL

AutoCAD SHX TextADDITIONS AND RENOVATIONS AT:

AutoCAD SHX Text%%ULOCATION MAP

AutoCAD SHX TextN

AutoCAD SHX TextE

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX Text70

AutoCAD SHX Text70

AutoCAD SHX Text61

AutoCAD SHX Text40

AutoCAD SHX TextWENTZVILLE

AutoCAD SHX TextLAKE ST. LOUIS

AutoCAD SHX TextMO N

AutoCAD SHX TextMO Z

AutoCAD SHX TextPROJECT SITE

AutoCAD SHX TextSOUTH MIDDLE SCHOOL

AutoCAD SHX Text%%USTRUCTURAL DRAWINGS

AutoCAD SHX Text%%UMECHANICAL DRAWINGS

AutoCAD SHX Text%%UCIVIL DRAWINGS

AutoCAD SHX Text%%UARCHITECTURAL DRAWINGS

AutoCAD SHX Text%%UELECTRICAL DRAWINGS

AutoCAD SHX Text%%UFOOD SERVICE DRAWINGS

AutoCAD SHX TextHOENER ASSOCIATES INC.

AutoCAD SHX Text6707 PLAINVIEW AVENUE

AutoCAD SHX TextST. LOUIS,

AutoCAD SHX TextMISSOURI

AutoCAD SHX TextFAX (314) 781-0163

AutoCAD SHX Text(314) 781-9855

AutoCAD SHX Text%%UARCHITECT

AutoCAD SHX Text%%USTRUCTURAL ENGINEER

AutoCAD SHX Text%%UMECH. / ELEC./PLUMB./FIRE P./

AutoCAD SHX TextBAX ENGINEERING COMPANY

AutoCAD SHX Text221 POINT WEST BLVD.

AutoCAD SHX TextST. CHARLES,



AutoCAD SHX Text%%UCIVIL / SURVEYING

AutoCAD SHX Text%%UFOOD SERVICE

AutoCAD SHX TextDENNIS G. GLORE, INC.

AutoCAD SHX Text120 SOUTH VIRGINIA STREET

AutoCAD SHX TextEUREKA,



AutoCAD SHX TextASDG, LLC

AutoCAD SHX Text1009 LINCOLN HIGHWAY

AutoCAD SHX TextFAIRVIEW HEIGHTS,

AutoCAD SHX TextILLINOIS



AutoCAD SHX Text1000 CLARK AVENUE

AutoCAD SHX TextST. LOUIS,






AutoCAD SHX TextMARK A. REUTHER

AutoCAD SHX TextLICENSE #006452

AutoCAD SHX TextMcCLURE ENGINEERING ASSOCIATES, INC.

AutoCAD SHX TextGEOTECHNOLOGY

AutoCAD SHX Text%%UGEOTECHNICAL

AutoCAD SHX Text11816 LACKLAND RD.

AutoCAD SHX TextST. LOUIS



AutoCAD SHX Text%%USEE SPECIFICATIONS FOR LIST OF ALTERNATES


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Clifford L. Heitmann

LICENSE #E29817

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AUGUST 6, 2020

BID SET

C1.0

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AutoCAD SHX TextS

AutoCAD SHX TextSTM

AutoCAD SHX TextWV

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextOHW

AutoCAD SHX TextX

AutoCAD SHX Text-GAS LINE

AutoCAD SHX Text-WATER LINE

AutoCAD SHX Text-FENCE

AutoCAD SHX Text-SANITARY MANHOLE

AutoCAD SHX Text-STORM SEWER

AutoCAD SHX Text-OVERHEAD ELECTRIC

AutoCAD SHX Text-IRON PIPE

AutoCAD SHX Text-UTILITY POLE

AutoCAD SHX TextLEGEND

AutoCAD SHX Text-WATER VALVE

AutoCAD SHX TextRCP

AutoCAD SHX TextREINFORCED CONCRETE PIPE

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX Text-BURIED TELEPHONE

AutoCAD SHX TextT

AutoCAD SHX TextG

AutoCAD SHX Text-GAS LINE

AutoCAD SHX Text-WATER LINE

AutoCAD SHX TextW

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AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextA TRACT OF LAND BEING PART OF FRACTIONAL SECTION 6, IN U.S. SURVEY 2669, TOWNSHIP 46 NORTH, RANGE 2 EAST OF THE FIFTH PRINCIPAL MERIDIAN, ST. CHARLES COUNTY, MISSOURI

AutoCAD SHX TextN.T.S.

AutoCAD SHX TextLOCATION MAP

AutoCAD SHX Text70

AutoCAD SHX TextN

AutoCAD SHX TextZ

AutoCAD SHX TextZ

AutoCAD SHX TextN

AutoCAD SHX TextPERRY CATE BLVD.

AutoCAD SHX TextAREA OF ADDITION

AutoCAD SHX TextSOUTH MIDDLE SCHOOL BUILDING ADDITION

AutoCAD SHX TextA SET OF PLANS FOR SET OF PLANS FOR

AutoCAD SHX Text1.THIS PROPERTY IS A PART OF THE PROPERTY REFERENCED AS PARCEL I.D. NUMBER THIS PROPERTY IS A PART OF THE PROPERTY REFERENCED AS PARCEL I.D. NUMBER 4-0062-8447-00-0001.0000000 OF THE ST. CHARLES COUNTY ASSESSOR'S OFFICE. 2.AREA OF TRACT: 104 ACRES TOTAL AREA OF TRACT: 104 ACRES TOTAL 104 ACRES TOTAL ACRES TOTAL 3.EXISTING ZONING: A (AGRICULTURAL), CITY OF WENTZVILLE EXISTING ZONING: A (AGRICULTURAL), CITY OF WENTZVILLE 4.SITE ADDRESS: 561 EAST HIGHWAY N SITE ADDRESS: 561 EAST HIGHWAY N WENTZVILLE, MO 63385 5.PROPOSED USE: MIDDLE SCHOOL ADDITION PROPOSED USE: MIDDLE SCHOOL ADDITION OWNER: WENTZVILLE R-IV SCHOOL DISTRICT WENTZVILLE R-IV SCHOOL DISTRICT 280 INTERSTATE DRIVE 280 INTERSTATE DRIVE WENTZVILLE, MO 63385 WENTZVILLE, MO 63385 6.SITE UTILITIES: SITE UTILITIES: SANITARY - CITY OF WENTZVILLE 636-327-5102 - CITY OF WENTZVILLE 636-327-5102 - CITY OF WENTZVILLE 636-327-5102 636-327-5102 GAS - AMEREN MISSOURI636-639-8235 - AMEREN MISSOURI636-639-8235 636-639-8235 ELECTRIC- CUIVRE RIVER636-695-4741 - CUIVRE RIVER636-695-4741 636-695-4741 TELEPHONE- CENTURYLINK636-332-7261 - CENTURYLINK636-332-7261 636-332-7261 CABLE- SPECTRUM888-438-2427 - SPECTRUM888-438-2427 888-438-2427 WATER- PUBLIC WATER DISTRICT#2636-561-3737 - PUBLIC WATER DISTRICT#2636-561-3737 636-561-3737 7.BUILDING SETBACKS: BUILDING SETBACKS: FRONT YARD = 50 FEET SIDE YARD = 30 FEET REAR YARD = 50 FEET 8.PARKING REQUIREMENTS: PARKING REQUIREMENTS: MIDDLE SCHOOLS (1) SPACE PER FOUR (4) SEATS OR ONE SPACE FOR EVERY 50 SQUARE FEET GROSS FLOOR AREA WHEN THERE IS NO FIXED SEATING. (1) SPACE PER FACULTY AND STAFF MEMBERS EXISTING CONDITIONS: 1 SPACE PER FACULTY/STAFF - 100 MEMBERS = 100 SPACES GYM/AUDITORIUM - 1 SPACE PER 4 SEATS (425 SEATS) = 107 SPACES REQUIRED (TO BE UTILIZED AFTER SCHOOL HOURS AND NOT PART OF THE TOTAL REQUIRED DURING SCHOOL HOURS) EXISTING PARKING REQUIRED = 100 SPACES EXISTING ONSITE TOTAL PARKING = 199 SPACES INCLUDING 8 ADA SPACES. PROPOSED: 1 SPACE PER FACULTY/STAFF - 17 MEMBERS = 17 SPACES PROPOSED PARKING REQUIRED = 17 TOTAL SITE PARKING REQUIRED = 117 SPACES TOTAL EXISTING PARKING PROVIDED = 199 SPACES INCLUDING 8 ADA SPACES NO ADDITIONAL PARKING REQUIRED ON THIS SITE 9.BASIS OF BEARING: BASIS OF BEARING: BASIS OF BEARINGS ADOPTED FROM MISSOURI STATE PLANE COORDINATE SYSTEM OF 1983, EAST ZONE. 10.FLOOD NOTE: FLOOD NOTE: TO DETERMINE THE LOCATION OF FLOOD DESIGNATIONS AND BOUNDARIES, WE DETERMINED THE HORIZONTAL LOCATION OF THIS TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): OF THIS TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): OF THIS TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): THIS TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): THIS TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): TRACT OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): OF LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): LAND BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): BY SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): SCALING THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): THE FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): FOLLOWING FLOOD INSURANCE RATE MAP (FIRM): FLOOD INSURANCE RATE MAP (FIRM): FLOOD INSURANCE RATE MAP (FIRM): INSURANCE RATE MAP (FIRM): INSURANCE RATE MAP (FIRM): RATE MAP (FIRM): RATE MAP (FIRM): MAP (FIRM): MAP (FIRM): (FIRM): (FIRM): ST. CHARLES COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE CHARLES COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE CHARLES COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE COUNTY, MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE MISSOURI AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE AND INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE INCORPORATED AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE AREAS, MAP NUMBER 29183C0215G, WITH AN EFFECTIVE MAP NUMBER 29183C0215G, WITH AN EFFECTIVE MAP NUMBER 29183C0215G, WITH AN EFFECTIVE NUMBER 29183C0215G, WITH AN EFFECTIVE NUMBER 29183C0215G, WITH AN EFFECTIVE 29183C0215G, WITH AN EFFECTIVE 29183C0215G, WITH AN EFFECTIVE WITH AN EFFECTIVE WITH AN EFFECTIVE AN EFFECTIVE AN EFFECTIVE EFFECTIVE EFFECTIVE DATE OF JANUARY 20, 2016. COMMUNITY: CITY OF WENTZVILLE PANEL:290320 290320 NUMBER:0215 0215 SUFFIX:G G BY EXPRESS REFERENCE TO THIS MAP AND ITS LEGEND, THIS TRACT OF LAND IS INDICATED TO BE WITHIN ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE EVALUATION PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL THE EVALUATION PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL EVALUATION PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL EVALUATION PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL PROVIDED IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL IN THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL THIS NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL NOTE IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL IS RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL RESTRICTED TO SIMPLY INDICATING THE APPARENT HORIZONTAL TO SIMPLY INDICATING THE APPARENT HORIZONTAL TO SIMPLY INDICATING THE APPARENT HORIZONTAL SIMPLY INDICATING THE APPARENT HORIZONTAL SIMPLY INDICATING THE APPARENT HORIZONTAL INDICATING THE APPARENT HORIZONTAL INDICATING THE APPARENT HORIZONTAL THE APPARENT HORIZONTAL THE APPARENT HORIZONTAL APPARENT HORIZONTAL APPARENT HORIZONTAL HORIZONTAL HORIZONTAL LOCATION OF THE PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF OF THE PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF OF THE PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF THE PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF THE PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF PROPERTY WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF WITH RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF RESPECT TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF TO THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF THE FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF FEATURES DISPLAYED ON THE MAP. NO FIELD STUDY OF DISPLAYED ON THE MAP. NO FIELD STUDY OF DISPLAYED ON THE MAP. NO FIELD STUDY OF ON THE MAP. NO FIELD STUDY OF ON THE MAP. NO FIELD STUDY OF THE MAP. NO FIELD STUDY OF THE MAP. NO FIELD STUDY OF MAP. NO FIELD STUDY OF MAP. NO FIELD STUDY OF NO FIELD STUDY OF NO FIELD STUDY OF FIELD STUDY OF FIELD STUDY OF STUDY OF STUDY OF OF OF THE DRAINAGE CHARACTERISTICS TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND DRAINAGE CHARACTERISTICS TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND DRAINAGE CHARACTERISTICS TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND CHARACTERISTICS TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND CHARACTERISTICS TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND TO WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND WHICH THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND THIS PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND PROPERTY MAY BE SUBJECT TO HAS BEEN CONDUCTED AND MAY BE SUBJECT TO HAS BEEN CONDUCTED AND MAY BE SUBJECT TO HAS BEEN CONDUCTED AND BE SUBJECT TO HAS BEEN CONDUCTED AND BE SUBJECT TO HAS BEEN CONDUCTED AND SUBJECT TO HAS BEEN CONDUCTED AND SUBJECT TO HAS BEEN CONDUCTED AND TO HAS BEEN CONDUCTED AND TO HAS BEEN CONDUCTED AND HAS BEEN CONDUCTED AND HAS BEEN CONDUCTED AND BEEN CONDUCTED AND BEEN CONDUCTED AND CONDUCTED AND CONDUCTED AND AND AND NO REPRESENTATION CONCERNING THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF REPRESENTATION CONCERNING THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF REPRESENTATION CONCERNING THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF CONCERNING THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF CONCERNING THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF THE INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF INSURABILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF THIS PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF PROPERTY OR THE POTENTIAL SUSCEPTIBILITY OF OR THE POTENTIAL SUSCEPTIBILITY OF OR THE POTENTIAL SUSCEPTIBILITY OF THE POTENTIAL SUSCEPTIBILITY OF THE POTENTIAL SUSCEPTIBILITY OF POTENTIAL SUSCEPTIBILITY OF POTENTIAL SUSCEPTIBILITY OF SUSCEPTIBILITY OF SUSCEPTIBILITY OF OF OF THIS PROPERTY TO FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING PROPERTY TO FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING PROPERTY TO FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING TO FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING TO FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING FLOODING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING HAS BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING BEEN MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING MADE. BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING BAX ENGINEERING MAKES NO REPRESENTATION CONCERNING ENGINEERING MAKES NO REPRESENTATION CONCERNING ENGINEERING MAKES NO REPRESENTATION CONCERNING MAKES NO REPRESENTATION CONCERNING MAKES NO REPRESENTATION CONCERNING NO REPRESENTATION CONCERNING NO REPRESENTATION CONCERNING REPRESENTATION CONCERNING REPRESENTATION CONCERNING CONCERNING CONCERNING THE ACCURACY OF THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE ACCURACY OF THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE ACCURACY OF THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE OF THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE OF THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE THE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE ABOVE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE REFERENCED FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE FIRM MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE MAP WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE WHICH INCLUDES A NOTE THAT "THIS MAP IS FOR USE INCLUDES A NOTE THAT "THIS MAP IS FOR USE INCLUDES A NOTE THAT "THIS MAP IS FOR USE A NOTE THAT "THIS MAP IS FOR USE A NOTE THAT "THIS MAP IS FOR USE NOTE THAT "THIS MAP IS FOR USE NOTE THAT "THIS MAP IS FOR USE THAT "THIS MAP IS FOR USE THAT "THIS MAP IS FOR USE "THIS MAP IS FOR USE "THIS MAP IS FOR USE MAP IS FOR USE MAP IS FOR USE IS FOR USE IS FOR USE FOR USE FOR USE USE USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREA IT DOES NOT NECESSARILY IDENTIFY ALL AREA IT DOES NOT NECESSARILY IDENTIFY ALL AREA DOES NOT NECESSARILY IDENTIFY ALL AREA DOES NOT NECESSARILY IDENTIFY ALL AREA NOT NECESSARILY IDENTIFY ALL AREA NOT NECESSARILY IDENTIFY ALL AREA NECESSARILY IDENTIFY ALL AREA NECESSARILY IDENTIFY ALL AREA IDENTIFY ALL AREA IDENTIFY ALL AREA ALL AREA ALL AREA AREA AREA SUBJECT TO FLOODING, PARTICULARLY FROM LOCAL DRAINAGE SOURCES OF SMALL SIZE. THIS FLOOD ZONE DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING FLOOD ZONE DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING FLOOD ZONE DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING ZONE DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING ZONE DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING DETERMINATION AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING AND THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING THE FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING FLOOD ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING ZONE LIMITS SHOWN HEREON, IF ANY, WERE MADE USING LIMITS SHOWN HEREON, IF ANY, WERE MADE USING LIMITS SHOWN HEREON, IF ANY, WERE MADE USING SHOWN HEREON, IF ANY, WERE MADE USING SHOWN HEREON, IF ANY, WERE MADE USING HEREON, IF ANY, WERE MADE USING HEREON, IF ANY, WERE MADE USING IF ANY, WERE MADE USING IF ANY, WERE MADE USING ANY, WERE MADE USING ANY, WERE MADE USING WERE MADE USING WERE MADE USING MADE USING MADE USING USING USING FEMA INFORMATION WHICH WAS AVAILABLE ON THE DATE THIS SURVEY WAS SIGNED AND SEALED. 11.REFERENCE BENCHMARK RM 28 ELEV 547.63 REFERENCE BENCHMARK RM 28 ELEV 547.63 RM 28 ELEV 547.63 CHISELED L AT CORNER AND ON TOP OF NORTHEAST WINGWALL OF WILMER ROAD BRIDGE OVER PERUQUE CREEK. 12.SITE BENCHMARK: ELEVATION 668.20 SITE BENCHMARK: ELEVATION 668.20 ELEVATION 668.20 TOP OF EXISTING SANITARY MANHOLE LOCATED SOUTH WEST OF NEW BUILDING ADDITION. 13.ALL NEW LIGHTING SHALL BE DOWNCAST LIGHTS CONSISTENT WITH CITY OF WENTZVILLE LIGHTING REGULATIONS. ALL NEW LIGHTING SHALL BE DOWNCAST LIGHTS CONSISTENT WITH CITY OF WENTZVILLE LIGHTING REGULATIONS. 14.SCHOOL DISTRICT'S ARE ONLY OBLIGATED TO MEET LIFE SAFETY REGULATIONS, NOT AESTHETIC ZONING SCHOOL DISTRICT'S ARE ONLY OBLIGATED TO MEET LIFE SAFETY REGULATIONS, NOT AESTHETIC ZONING REQUIREMENTS. 15.UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THEREFORE THEIR UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THEREFORE THEIR LOCATIONS SHALL BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF ON THESE PLANS SHALL BE THE RESPONSIBILITY OF ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THESE PLANS SHALL BE THE RESPONSIBILITY OF THESE PLANS SHALL BE THE RESPONSIBILITY OF PLANS SHALL BE THE RESPONSIBILITY OF PLANS SHALL BE THE RESPONSIBILITY OF SHALL BE THE RESPONSIBILITY OF SHALL BE THE RESPONSIBILITY OF BE THE RESPONSIBILITY OF BE THE RESPONSIBILITY OF THE RESPONSIBILITY OF THE RESPONSIBILITY OF RESPONSIBILITY OF RESPONSIBILITY OF OF OF THE CONTRACTOR, AND SHALL BE LOCATED PRIOR TO ANY GRADING OR CONSTRUCTION OF THE IMPROVEMENTS. 16.ALL NEW UTILITIES ARE TO BE LOCATED UNDERGROUND. ALL NEW UTILITIES ARE TO BE LOCATED UNDERGROUND. 17.ANY OFFSITE GRADING OR UTILITY CONSTRUCTION WILL REQUIRE AN EASEMENT BEFORE CONSTRUCTION. ANY OFFSITE GRADING OR UTILITY CONSTRUCTION WILL REQUIRE AN EASEMENT BEFORE CONSTRUCTION. 18.ALL SITE CONSTRUCTION SHALL COMPLY WITH CITY OF WENTZVILLE STANDARDS. ALL SITE CONSTRUCTION SHALL COMPLY WITH CITY OF WENTZVILLE STANDARDS. 19.ALL NEW SIGNAGE FOR THIS FACILITY SHALL REQUIRE SEPARATE PERMIT APPROVAL. ALL NEW SIGNAGE FOR THIS FACILITY SHALL REQUIRE SEPARATE PERMIT APPROVAL. 20.THIS PLAN IS PRELIMINARY AND NOT FOR CONSTRUCTION.THIS PLAN IS PRELIMINARY AND NOT FOR CONSTRUCTION.

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AutoCAD SHX TextALL DIMENSIONS MUST BE LL DIMENSIONS MUST BE L DIMENSIONS MUST BE DIMENSIONS MUST BE DIMENSIONS MUST BE IMENSIONS MUST BE MENSIONS MUST BE ENSIONS MUST BE NSIONS MUST BE SIONS MUST BE IONS MUST BE ONS MUST BE NS MUST BE S MUST BE MUST BE MUST BE UST BE ST BE T BE BE BE E VERIFIED AT BUILDING ERIFIED AT BUILDING RIFIED AT BUILDING IFIED AT BUILDING FIED AT BUILDING IED AT BUILDING ED AT BUILDING D AT BUILDING AT BUILDING AT BUILDING T BUILDING BUILDING BUILDING UILDING ILDING LDING DING ING NG G BEFORE WORK IS EFORE WORK IS FORE WORK IS ORE WORK IS RE WORK IS E WORK IS WORK IS WORK IS ORK IS RK IS K IS IS IS S EXECUTED. THIS DRAWING XECUTED. THIS DRAWING ECUTED. THIS DRAWING CUTED. THIS DRAWING UTED. THIS DRAWING TED. THIS DRAWING ED. THIS DRAWING D. THIS DRAWING . THIS DRAWING THIS DRAWING THIS DRAWING HIS DRAWING IS DRAWING S DRAWING DRAWING DRAWING RAWING AWING WING ING NG G IS THE PROPERTY OF THE S THE PROPERTY OF THE THE PROPERTY OF THE THE PROPERTY OF THE HE PROPERTY OF THE E PROPERTY OF THE PROPERTY OF THE PROPERTY OF THE ROPERTY OF THE OPERTY OF THE PERTY OF THE ERTY OF THE RTY OF THE TY OF THE Y OF THE OF THE OF THE F THE THE THE HE E ARCHITECTS AND SHALL RCHITECTS AND SHALL CHITECTS AND SHALL HITECTS AND SHALL ITECTS AND SHALL TECTS AND SHALL ECTS AND SHALL CTS AND SHALL TS AND SHALL S AND SHALL AND SHALL AND SHALL ND SHALL D SHALL SHALL SHALL HALL ALL LL L NOT BE COPIED OR OT BE COPIED OR T BE COPIED OR BE COPIED OR BE COPIED OR E COPIED OR COPIED OR COPIED OR OPIED OR PIED OR IED OR ED OR D OR OR OR R DUPLICATED WITHOUT UPLICATED WITHOUT PLICATED WITHOUT LICATED WITHOUT ICATED WITHOUT CATED WITHOUT ATED WITHOUT TED WITHOUT ED WITHOUT D WITHOUT WITHOUT WITHOUT ITHOUT THOUT HOUT OUT UT T THEIR CONSENT.HEIR CONSENT.EIR CONSENT.IR CONSENT.R CONSENT. CONSENT.CONSENT.ONSENT.NSENT.SENT.ENT.NT.T..

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AutoCAD SHX TextCOVER

AutoCAD SHX TextTHE ABOVE NOTES ARE NOT BEING REVIEWED BY THE CITY OF WENTZVILLE AND ARE FOR THE BENEFIT OF THE CONTRACTOR ONLY.

AutoCAD SHX Text STORM DRAINAGE SYSTEM.

AutoCAD SHX Text APPROVE THE DISCING OPERATION.

AutoCAD SHX Text REGULAR INTERVALS. WITH COPY TO THE CITY OF WENTZVILLE.

AutoCAD SHX Text%%UCONSTRUCTION NOTES:

AutoCAD SHX Text 9. THE SOILS ENGINEER SHALL OBSERVE AND TEST THE PLACEMENT OF THE

AutoCAD SHX Text 6. SOFT SOIL IN THE BOTTOM AND BANKS OF ANY EXISTING OR FORMER

AutoCAD SHX Text 7. SITE PREPARATION INCLUDES THE CLEARANCE OF ALL STUMPS, TREES,

AutoCAD SHX Text 8. COMPACTION EQUIPMENT SHALL CONSIST OF TAMPING ROLLERS,

AutoCAD SHX Text REPORTS SHOWING FILL QUALITY WILL BE MADE TO THE OWNER AT

AutoCAD SHX Text DENSITY TESTS WILL BE DETERMINED ON EACH LIFT OF FILL. INTERIM

AutoCAD SHX Text FILL TO VERIFY THAT SPECIFICATIONS ARE MET. A SERIES OF FILL

AutoCAD SHX Text LAYERED FILL WITHOUT PROPER BLENDING OF SUCCESSIVE FILL

AutoCAD SHX Text ROLLER SHALL BE DESIGNED SO AS TO AVOID THE CREATION OF A

AutoCAD SHX Text LOCATIONS OR ON STORM SEWER LOCATIONS.

AutoCAD SHX Text THIS MATERIAL SHOULD BE PLACED IN PROPOSED RIGHT-OF-WAY

AutoCAD SHX Text PERMITTED TO DRY SUFFICIENTLY TO BE USED AS FILL. NONE OF

AutoCAD SHX Text POND SITES OR TRIBUTARIES SHOULD BE REMOVED, SPREAD OUT AND

AutoCAD SHX Text AND OTHER SURFACE OBSTRUCTIONS FROM THE SITE; AND THE

AutoCAD SHX Text PRIOR TO THE PLACEMENT OF ANY FILL. THE SOILS ENGINEER SHALL

AutoCAD SHX Text TOPSOIL AND GRASS IN THE FILL AREAS SHALL BE THOROUGHLY DISCED

AutoCAD SHX Text UNSUITABLE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE.

AutoCAD SHX Text DEMOLITION AND REMOVAL OF ANY MAN-MADE STRUCTURES. THE

AutoCAD SHX Text BUSHES, SHRUBS, AND WEEDS; THE GRUBBING AND REMOVAL OF ROOTS

AutoCAD SHX Text IMPACT TYPE DRUM ROLLERS ACCEPTABLE TO THE SOILS ENGINEER. THE

AutoCAD SHX Text PNEUMATIC-TIRED ROLLERS, VIBRATORY ROLLER, OR HIGH SPEED

AutoCAD SHX Text 4. ALL AREAS SHALL BE ALLOWED TO DRAIN. ALL LOW POINTS SHALL BE

AutoCAD SHX Text 3. THE CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER AT LEAST TWO

AutoCAD SHX Text 5. A SEDIMENT CONTROL PLAN THAT INCLUDES MONITORED AND MAINTAINED

AutoCAD SHX Text 2. THE GRADING CONTRACTOR SHALL PERFORM A COMPLETE GRADING AND

AutoCAD SHX Text 1. A GEOTECHNICAL ENGINEER SHALL BE EMPLOYED BY THE OWNER AND BE

AutoCAD SHX Text COMPACTION OPERATION AS SHOWN ON THE PLANS, STATED IN THESE

AutoCAD SHX Text DAYS IN ADVANCE OF THE START OF THE GRADING OPERATION.

AutoCAD SHX Text WITH THE PLANS AND NOTES AS INTERPRETED BY THE GEOTECHNICAL

AutoCAD SHX Text NOTES, OR REASONABLY IMPLIED THERE FROM, ALL IN ACCORDANCE

AutoCAD SHX Text AND MULCHED. CARE SHOULD BE EXERCISED TO PREVENT SOIL FROM

AutoCAD SHX Text ALLOWED TO REMAIN BARE OVER THE WINTER WITHOUT BEING SEEDED

AutoCAD SHX Text IMPLEMENTED AS SOON AS POSSIBLE. NO GRADED AREA IS TO BE

AutoCAD SHX Text SEDIMENT CONTROL BASINS AND/OR STRAW BALES SHOULD BE

AutoCAD SHX Text DAMAGING ADJACENT PROPERTY AND SILTING UP EXISTING DOWNSTREAM

AutoCAD SHX Text GRADING AND BACKFILLING OPERATIONS.

AutoCAD SHX Text VERIFIED BY THE GEOTECHNICAL ENGINEER CONCURRENT WITH THE

AutoCAD SHX Text ON SITE DURING GRADING OPERATIONS. ALL SOILS TESTS SHALL BE

AutoCAD SHX Text PROVIDED WITH TEMPORARY DITCHES.

AutoCAD SHX Text PLACEMENT OF ADDITIONAL FILL.

AutoCAD SHX Text CONTRACTOR'S EXPENSE.

AutoCAD SHX Text UNDER PLACEMENT TO FREEZE.

AutoCAD SHX Text10. THE SOILS ENGINEER SHALL NOTIFY THE CONTRACTOR OF REJECTION OF

AutoCAD SHX Text11. ALL AREAS TO RECEIVE FILL SHALL BE SCARIFIED TO A DEPTH OF NOT

AutoCAD SHX Text13. THE SURFACE OF THE FILL SHALL BE FINISHED SO THAT IT WILL NOT

AutoCAD SHX Text12. THE SEQUENCE OF OPERATION IN THE FILL AREAS WILL BE FILL,

AutoCAD SHX Text FINISHED SMOOTH FOR ANY REASON, IT SHALL BE SCARIFIED BEFORE

AutoCAD SHX Text CONTINUE WHEN THE TEMPERATURE IS SUCH AS TO PERMIT THE LAYER

AutoCAD SHX Text NOT BE PLACED ON FROZEN GROUND, NOR SHALL FILLING OPERATIONS

AutoCAD SHX Text PROCEEDING WITH THE PLACEMENT OF SUCCEEDING LIFTS. FILL SHALL

AutoCAD SHX Text OPERATION ARE THOSE AT WHICH SATISFACTORY DRY DENSITIES CAN BE

AutoCAD SHX Text SEQUENCE. THE ACCEPTABLE MOISTURE CONTENTS DURING THE FILLING

AutoCAD SHX Text COMPACT, VERIFY ACCEPTABLE SOIL DENSITY, AND REPETITION OF THE

AutoCAD SHX Text SURFACE SHALL BE FINISHED SMOOTH. IF THE SURFACE HAS BEEN

AutoCAD SHX Text THAT THERE MAY BE RAIN PRIOR TO THE NEXT WORKING DAY, THE

AutoCAD SHX Text IMPOUND WATER. IF AT THE END OF A DAYS WORK IT WOULD APPEAR

AutoCAD SHX Text OPERATION SHOULD BE WITHIN 4 PERCENT OF THE OPTIMUM MOISTURE CONTROL.

AutoCAD SHX Text OBTAINED. THE ACCEPTABLE MOISTURE CONTENTS DURING THE FILLING

AutoCAD SHX Text PLACED. ANY UNACCEPTABLE SOILS PLACED SHALL BE REMOVED AT THE

AutoCAD SHX Text BE RESPONSIBLE FOR DETERMINING THE ACCEPTABILITY OF SOILS

AutoCAD SHX Text WITH THE SPECIFICATIONS GIVEN BELOW. THE SOILS ENGINEER SHALL

AutoCAD SHX Text EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED IN ACCORDANCE

AutoCAD SHX Text THE FILL SHALL BE LOOSELY PLACED IN HORIZONTAL LAYERS NOT

AutoCAD SHX Text THE WIDTH AND HEIGHT TO BE DETERMINED BY THE SOILS ENGINEER.

AutoCAD SHX Text BENCHES, CUT INTO THE SLOPES BEFORE THE PLACEMENT OF ANY FILL.

AutoCAD SHX Text VERTICAL TO 5 HORIZONTAL TO RECEIVE FILL SHALL HAVE HORIZONTAL

AutoCAD SHX Text SPECIFICATIONS GIVEN BELOW. NATURAL SLOPES STEEPER THAN 1

AutoCAD SHX Text LESS THAN 6 INCHES AND THEN COMPACTED IN ACCORDANCE WITH THE

AutoCAD SHX Text FROM THE SOILS ENGINEER OF ITS ACCEPTANCE PRIOR TO THE

AutoCAD SHX Text REWORK THE REJECTED PORTION OF FILL AND OBTAIN NOTIFICATION

AutoCAD SHX Text A LIFT OF FILL OR PORTION THEREOF. THE CONTRACTOR SHALL

AutoCAD SHX Text14. FILL AND BACKFILL SHALL BE PLACED IN ACCORDANCE WITH THE CITY OF WENTZVILLE

AutoCAD SHX Text STANDARD CONSTRUCTION SPECIFICATIONS AND THE GEOTECHNICAL REPORT

AutoCAD SHX Text15. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION. NEW UTILITIES ARE TO BE INSTALLED UNDERGROUND.

AutoCAD SHX Text BY GEOTECHNOLOGY DATE JAN. 24, 2019.

AutoCAD SHX TextTHE ABOVE NOTES ARE NOT BEING REVIEWED BY THE CITY OF WENTZVILLE AND ARE FOR THE BENEFIT OF THE CONTRACTOR ONLY.

AutoCAD SHX Text%%UDEVELOPMENT NOTES (PART 2):

AutoCAD SHX Text 1. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THEREFORE THEIR LOCATIONS SHALL BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE LOCATED PRIOR TO ANY GRADING OR CONSTRUCTION OF THE IMPROVEMENTS. 2. ALL MANHOLE TOPS BUILT WITHOUT ELEVATIONS FURNISHED BY THE ALL MANHOLE TOPS BUILT WITHOUT ELEVATIONS FURNISHED BY THE ENGINEER WILL BE THE RESPONSIBILITY OF THE SEWER CONTRACTOR. 3. NO AREA SHALL BE CLEARED WITHOUT THE PERMISSION OF THE PROJECT NO AREA SHALL BE CLEARED WITHOUT THE PERMISSION OF THE PROJECT ENGINEER. 4. ALL GRADES SHALL BE WITHIN 0.2 FEET OF THOSE SHOWN ON THE ALL GRADES SHALL BE WITHIN ±0.2 FEET OF THOSE SHOWN ON THEGRADING PLAN. 5. NO PERMANENT SLOPE SHALL BE STEEPER THAN 3:1 OR AS CALLED FOR NO PERMANENT SLOPE SHALL BE STEEPER THAN 3:1 OR AS CALLED FOR IN THE SOILS REPORT FOR THE PROJECT. ALL SLOPES SHALL BE SODDED OR SEEDED AND MULCHED. 6. ALL SOILS TEST SHALL BE VERIFIED BY A SOILS ENGINEER ALL SOILS TEST SHALL BE VERIFIED BY A SOILS ENGINEER CONCURRENT WITH THE GRADING AND BACKFILLING OPERATIONS. 7. ALL STORM SEWER PIPES, INLETS, AND APPURTENANCES WILL BE ALL STORM SEWER PIPES, INLETS, AND APPURTENANCES WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CITY'S REGULATIONS AND IN ACCORDANCE WITH ACCEPTABLE ENGINEERING PRACTICE, AND WILL BE BASED ON CAREFULLY PREPARED HYDRAULIC CALCULATIONS. 8. CONTRACTOR TO PROVIDE THE CITY OF WENTZVILLE WITH A COPY OF CONTRACTOR TO PROVIDE THE CITY OF WENTZVILLE WITH A COPY OF THE GRADING COMPACTION TEST RESULTS.GRADING COMPACTION TEST RESULTS.

AutoCAD SHX Text1.CONSTRUCTION ACCESS TO THE SITE SHALL CONSIST OF A MINIMUM 25' X 50' CONSTRUCTION ACCESS TO THE SITE SHALL CONSIST OF A MINIMUM 25' X 50' TEMPORARY GRAVEL WASHDOWN AREA OR ALL-WEATHER SURFACE, LOCATED ADJACENT TO PAVEMENT. ALL TRUCKS SHALL BE WASHED DOWN PRIOR TO LEAVING SITE. 2.ALL SOFT SOILS SHOULD BE REMOVED, DOWN TO FIRM MATERIAL, PRIOR TO THE ALL SOFT SOILS SHOULD BE REMOVED, DOWN TO FIRM MATERIAL, PRIOR TO THE PLACEMENT OF FILL MATERIAL. THE SOFT SOILS MAY BE UTILIZED AS FILL, PROVIDED THAT THE MATERIAL IS SPREAD OUT TO DRY SUFFICIENTLY AND CAN BE COMPACTED TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 3.NO PERMANENT SLOPE SHALL BE STEEPER THAN 3 (HORIZONTAL): 1 (VERTICAL). NO PERMANENT SLOPE SHALL BE STEEPER THAN 3 (HORIZONTAL): 1 (VERTICAL). ALL SLOPES SHALL BE SODDED OR SEEDED AND MULCHED. 4.CITY SHALL BE PROVIDED WITH A COPY OF GRADING COMPACTION TEST RESULTS. CITY SHALL BE PROVIDED WITH A COPY OF GRADING COMPACTION TEST RESULTS. IN AREAS OF PAVEMENT, A MINIMUM COMPACTION TO AT LEAST 90% OF MAXIMUM DRY DENSITY, AS DETERMINED BY THE MODIFIEDPROCTOR TEST, OR PROCTOR TEST, OR 95% OF MAXIMUM DRY DENSITY, AS DETERMINED BY THE STANDARD PROCTOR TEST WILL BE REQUIRED, OR AS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL SOILS REPORT. 5.ANY TRASH, DEBRIS, PAVEMENT OR FOUNDATION MATERIALS FROM ANY EXISTING ANY TRASH, DEBRIS, PAVEMENT OR FOUNDATION MATERIALS FROM ANY EXISTING OR PREVIOUS ON-SITE BUILDING, STRUCTURE, OR IMPROVEMENT MUST BE REMOVED FOR PROPER DISPOSAL OFF SITE, OR AS RECOMMENDED BY THE OWNERS LICENSED PROFESSIONAL ENGINEER. 6.ANY WELLS OR SPRINGS WHICH MAY EXIST ON THE PROPERTY SHOULD BE ANY WELLS OR SPRINGS WHICH MAY EXIST ON THE PROPERTY SHOULD BE LOCATED. WELLS SHALL BE CAPPED AND SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MISSOURI DEPARTMENT OF NATURAL RESOURCES, AND IN A MANNER ACCEPTABLE TO THE CITY OF WENTZVILLE. SPRINGS SHALL BE HANDLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OWNERS LICENSED PROFESSIONAL ENGINEER. 7.ANY CONTAMINATED SOILS ENCOUNTERED DURING GRADING OPERATIONS SHALL ANY CONTAMINATED SOILS ENCOUNTERED DURING GRADING OPERATIONS SHALL BE HANDLED IN ACCORDANCE WITH THE OWNERS LICENSED PROFESSIONAL ENVIRONMENTAL ENGINEER.

AutoCAD SHX TextALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WENTZVILLE STANDARD

AutoCAD SHX TextSPECIFICATIONS AND CONSTRUCTION DETAILS, CURRENT ADDITION.

AutoCAD SHX Text1.

AutoCAD SHX TextNO CONSTRUCTION ACTIVITY SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN

AutoCAD SHX TextOBTAINED FROM THE CITY OF WENTZVILLE ENGINEERING DIVISION AND A PRE-

AutoCAD SHX TextCONSTRUCITON MEETING HAS BEEN COORDINATED WITH ENGINEERING DIVISION

AutoCAD SHX TextPERSONNEL.

AutoCAD SHX Text2.

AutoCAD SHX TextA COPY OF THE CITY OF WENTZVILLE STANDARD SPECIFICATIONS AND CONSTRUCTION

AutoCAD SHX TextDETAILS AT TIME OF APPROVAL, AND A COPY OF THE APPROVED IMPROVEMENT

AutoCAD SHX TextPLANS SHALL BE ON SITE AT ALL TIMES WHILE CONSTRUCTION ACTIVITY IS OCCURRING.

AutoCAD SHX Text3.

AutoCAD SHX Text4.

AutoCAD SHX TextCARE SHALL BE TAKEN BY THE CONTRACTOR NOT TO CAUSE ANY SOIL, MUD,

AutoCAD SHX TextEARTH, SAND, GRAVEL, ROCK, STONE, CONCRETE, OR OTHER MATERIALS OR LIQUIDS

AutoCAD SHX TextTO BE FLUNG OR DEPOSITED, DROPPED UPON OR TO ROLL, FLOW, STAND, OR WASH

AutoCAD SHX TextUPON OR OVER ANY PUBLIC STREET, STREET IMPROVEMENT, ROAD, SEWER, STORM

AutoCAD SHX TextDRAIN, WATERCOURSE OR RIGHT-OF-WAY OR ANY OTHER PUBLIC PROPERTY IN

AutoCAD SHX TextVIOLATION OF CITY ORDINANCE NUMBER 884.

AutoCAD SHX TextALL TRAFFIC CONTROL AND BARRICADING WITHIN CITY OF WENTZVILLE RIGHT-OF-

AutoCAD SHX TextWAY SHALL CONFORM TO PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

AutoCAD SHX TextDEVICES (LATEST EDITION). STREET CLOSURES WILL NOT BE ALLOWED WITHOUT

AutoCAD SHX TextPRIOR APPROVAL OF THE CITY OF WENTZVILLE ENGINEERING DIVISION. ALL LANE

AutoCAD SHX TextCLOSURES SHALL BE COORDINATED WITH THE ENGINEERING DIVISION 24 HOURS IN

AutoCAD SHX TextADVANCE.

AutoCAD SHX Text5.

AutoCAD SHX TextMODIFICATIONS TO THE APPROVED PLANS REQUIRE REVIEW AND APPROVAL BY THE

AutoCAD SHX TextCITY OF WENTZVILLE ENGINEERING DIVISION. WORK PERFORMED WITHOUT WRITTEN

AutoCAD SHX TextAPPROVAL WILL REQUIRE REMOVAL AT THE OWNER'S/CONTRACTOR'S EXPENSE.

AutoCAD SHX Text6.

AutoCAD SHX TextCall BEFORE you DIG

AutoCAD SHX TextMISSOURI ONE-CALL SYSTEM, INC.

AutoCAD SHX TextTOLL FREE

AutoCAD SHX Text1-800-DIG-RITE

AutoCAD SHX TextMISSOURI ONE-CALL SYSTEM, INC. OR OTHER NECESSARY ENTITIES.

AutoCAD SHX TextHOWEVER, CONTACTING MISSOURI ONE-CALL SYSTEM DOES NOT RELIEVE THE

AutoCAD SHX TextCONTRACTOR FROM THEIR RESPONSIBILITY OF CHECKING WITH THE RECORDER OF

AutoCAD SHX TextDEEDS FOR OWNER/OPERATORS OF ALL UNDERGROUND UTILITIES IN THE AREA.

AutoCAD SHX Text7.

AutoCAD SHX TextP

AutoCAD SHX Text1-800-344-7483

AutoCAD SHX TextY

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextL

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AutoCAD SHX TextC

AutoCAD SHX TextE

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AutoCAD SHX TextM

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AutoCAD SHX TextA

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AutoCAD SHX Text8.

AutoCAD SHX TextALL GRADING ACTIVITIES SHALL COMPLY WITH THE CITY OF WENTZVILLE STANDARD

AutoCAD SHX TextSPECIFICATIONS AND CONSTRUCTION DETAILS, MOST CURRENT EDITION. ALL

AutoCAD SHX TextSEDIEMENT AND EROSION CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED

AutoCAD SHX TextIN ACCORDANCE WITH THE STORM WATER POLLUTIION PREVENTION PERMIT AND

AutoCAD SHX TextTHE APPROVED STORM WATER POLLUTION PREVENTION PLAN.

AutoCAD SHX Text9.

AutoCAD SHX TextSUFFICIENT STAKING SHALL BE PROVIDED TO ENSURE PROPER LOCATION, ALIGNMENT

AutoCAD SHX TextAND GRADE OF ALL PROPOSED IMPROVEMENTS.

AutoCAD SHX TextAPPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT

AutoCAD SHX TextTHE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN

AutoCAD SHX TextLOCATION OF ALL EXISTING UTILITES BEFORE COMMENCING WORK BY CONTACTING

AutoCAD SHX TextMONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING

AutoCAD SHX TextTHE CONTRACTOR OR DEVELOPER SHALL NOT DISTURB ANY EXISTING SURVEY

AutoCAD SHX Text10.

AutoCAD SHX TextCONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A PROFESSIONAL

AutoCAD SHX TextLAND SURVEYOR LICENSED BY THE STATE OF MISSOURI ONLY.

AutoCAD SHX TextTHE GENERAL CONTRACTOR HEREBY CERTIFIES THAT HE/SHE IS FAMILIAR WITH THE SWPPP (STORM WATER POLLUTION PREVENTION PLAN) AND ASSUMES FULL RESPONSIBILITY FOR THE PERFORMANCE AND MAINTENANCE OF THE SWPPP AS STATED ON THE APPROVED PLANS. HE/SHE WILL ENSURE THAT ALL SUB-CONTRACTOR(S) UNDERSTAND AND ARE FAMILIAR WITH THE SWPPP FOR THE SITE AND THAT EACH SUB-CONTRACTOR AGREES TO IMPLEMENT AND PROTECT ELEMENTS OF THE SWPPP AS THEY RELATE TO HIS/HER WORK. THE GENERAL CONTRACTOR ONSITE REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND MAINTENANCE OF THE SWPPP. IN ADDITION, THE UNDERSIGNED GENERAL CONTRACTOR ASSURES THAT ALL CITY PROPERTY OR ROADS WILL BE ADEQUATELY PROTECTED.

AutoCAD SHX TextPROPERTY OWNER/DEVELOPER CERTIFICATION

AutoCAD SHX TextGENERAL CONTRACTOR FIRM

AutoCAD SHX TextAUTHORIZED SIGNATURE

AutoCAD SHX TextPRINTED NAME

AutoCAD SHX TextCITY OF WENTZVILLE GRADING NOTES:

AutoCAD SHX Text%%UCITY OF WENTZVILLE GENERAL NOTES%%U

AutoCAD SHX Text1COVER SHEET COVER SHEET 2SITE PLAN SITE PLAN 3GRADING PLAN GRADING PLAN 4DETAILSDETAILS

AutoCAD SHX TextSHEET INDEX

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AutoCAD SHX Text PROPOSED 2 STORY PROPOSED 2 STORY MAIN LEVEL F.F.=668.73 14,197 SQ.FT. LOWER LEVEL F.F.=654.06 13,444 SQ.FT.

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextEXIST. FIRE HYDRANT W/VALVE

AutoCAD SHX TextEXIST. RIP RAP PAD

AutoCAD SHX TextEXIST. WATER LINE

AutoCAD SHX TextEXIST. 6" WATER

AutoCAD SHX TextEXIST. GAS MAIN

AutoCAD SHX TextEXIST. UNDERGROUND ELECTRIC

AutoCAD SHX TextEXIST. SANITARY MAIN

AutoCAD SHX TextEXIST. TELEPHONE AND/OR FIBER

AutoCAD SHX TextEXIST. TELEPHONE/FIBER

AutoCAD SHX TextEXISTING STORM SEWER

AutoCAD SHX TextEXISTING LATERAL AND CLEANOUTS

AutoCAD SHX TextCONNECT TO STORM SEWER STUB FOR DOWNSPOUTS FL-650.00

AutoCAD SHX Text6"D.S. CONN. FL-651.06



AutoCAD SHX TextWALL TO HAVE PROTECTIVE GUARD RAIL (SEE ARCHITECTURAL PLANS)



AutoCAD SHX TextEXISTING STORM SEWER

AutoCAD SHX Text6"DOUBLE WYE & CLEANOUT FL-650.08

AutoCAD SHX Text6" WYE FL-650.27






AutoCAD SHX TextCONNECT BUILDING TO EXISTING LATERAL STUB

AutoCAD SHX TextNEW 12' WIDE ACCESS ROAD

AutoCAD SHX TextFLUSH WITH TOP OF EXISTING CURB

AutoCAD SHX TextNEW COOLER (SEE ARCHITECTURAL PLANS)

AutoCAD SHX TextAREA INLET TOP=656.31 DROP=653.21 FL=652.66

AutoCAD SHX Text12" PVC

AutoCAD SHX Text15" RCP

AutoCAD SHX TextSTORM MANHOLE TOP=657.62 FL=649.97

AutoCAD SHX TextNO PARKING SIGN

AutoCAD SHX TextNO PARKING SIGNAGE


AutoCAD SHX TextTREELINE


AutoCAD SHX TextCONC. WALK


AutoCAD SHX TextCONC. WALK STAIRS

AutoCAD SHX TextF.F.=668.68






AutoCAD SHX TextEDGE OF ASPHALT

AutoCAD SHX TextCONC. DRIVE


AutoCAD SHX TextASPHALT PAVEMENT



AutoCAD SHX TextCONC.

AutoCAD SHX TextASPHALT


AutoCAD SHX TextCONCRETE WALK

AutoCAD SHX TextCONCRETE CURB

AutoCAD SHX TextCONCRETE PAVEMENT




AutoCAD SHX TextSANITARY MANHOLE TOP=641.91 FL=631.43



AutoCAD SHX Text50' BUILDING SETBACK LINE


AutoCAD SHX TextBOLLARDS

AutoCAD SHX TextAREA INLET TOP=665.47 FL=662.35 SILL=664.60

AutoCAD SHX TextGRATED MANHOLE TOP=666.05 FL=663.88


AutoCAD SHX TextEXISTING ASPHALT



AutoCAD SHX TextEXISTING CONCRETE

AutoCAD SHX TextS

AutoCAD SHX TextS


AutoCAD SHX TextWV

AutoCAD SHX TextEX. 6" WATER LINE




AutoCAD SHX TextMODULAR CLASSROOM


AutoCAD SHX TextEX. SANITARY MANHOLE TOP = 668.19 FL = 660.24

AutoCAD SHX TextEX. SANITARY MANHOLE TOP = 668.60 FL = 660.82 NEW TOP=669.34

AutoCAD SHX Text6" WATER


AutoCAD SHX TextEX. WATER VALVE

AutoCAD SHX TextFIRE DEPARTMENT CONNECTION

AutoCAD SHX TextPER PLANS DATED 2003

AutoCAD SHX TextPER PLANS DATED 5-18-93

AutoCAD SHX TextCLEANOUT BURIED

AutoCAD SHX TextPER PLAN DATED 5-18-93






AutoCAD SHX TextDS

AutoCAD SHX TextCO

AutoCAD SHX TextDS

AutoCAD SHX TextCO

AutoCAD SHX TextDS

AutoCAD SHX TextDS

AutoCAD SHX TextWMTR


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AutoCAD SHX TextDS

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AutoCAD SHX TextYD

AutoCAD SHX TextCO

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AutoCAD SHX TextYD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextGV

AutoCAD SHX TextD

AutoCAD SHX TextEXISTING BACKSTOP

AutoCAD SHX TextSOUTH MIDDLE

AutoCAD SHX TextSOUTH MIDDLE BUILDING

AutoCAD SHX TextFIBER OPTIC MARKER


AutoCAD SHX TextQUAZITE BOX CONTAINING DISTRICT OWNED FIBER

AutoCAD SHX TextFIBER OPTIC TO BOONE TRAIL CONTRACTOR TO VERIFY

AutoCAD SHX TextFIBER OPTIC TO TIMBERLAND HIGH SCHOOL CONTRACTOR TO VERIFY

AutoCAD SHX TextEND OF PIPE 12" PVC FL=646.05

AutoCAD SHX TextDOME TOP GRATE INLET TOP=646.62 FL=642.19

AutoCAD SHX TextAREA INLET TOP=652.03 FL=647.71


AutoCAD SHX TextFLARED END 18" RCP FL=648.35




AutoCAD SHX TextSANITARY MANHOLE TOP=639.52 DROP FL(NW)=635.70 FL=634.42








AutoCAD SHX TextUTILITY VAULT

AutoCAD SHX TextSATELLITE DISH-ON ROOF

AutoCAD SHX TextEXISTING BRICK BUILDING


AutoCAD SHX TextELEVATED GARDEN AREAS

AutoCAD SHX TextFF=654.13




AutoCAD SHX TextCONC BLOCK WALL WITH METAL FENCE

AutoCAD SHX Text72" CHAIN LINK FENCE



AutoCAD SHX TextRIP RAP


AutoCAD SHX TextCONC STAIRS WITH HANDRAILS



AutoCAD SHX Text4"SUB SOIL DRAIN SEE MEP FOR CONT. FL-650.80

AutoCAD SHX Text6"X4" WYE W/CLEANOUT FL-650.70

AutoCAD SHX TextNEW 2-1/2" SERVICE LINE

AutoCAD SHX TextNEW 4" FIRE SERVICE LINE

AutoCAD SHX TextSOIL REMEDIATION 5' OUTSIDE GENERATOR PAD AREA

AutoCAD SHX TextFREE STANDING FDC CONNECTION

AutoCAD SHX TextPOST INDICATING 4" VALVE

AutoCAD SHX TextEXIST. FIRE HYDRANT

AutoCAD SHX TextCONSTRUCTION STAGING

AutoCAD SHX TextCONSTRUCTION FENCING

AutoCAD SHX TextCONSTRUCTION FENCING

AutoCAD SHX TextVERIFY LATERAL CLEANOUT HAS A TOP AT THE FINISH FLOOR ELEVATION

AutoCAD SHX TextEXIST. ELECTRIC VAULT






















AutoCAD SHX TextSITE PLAN

AutoCAD SHX Text1 inch = ft.

AutoCAD SHX Text( IN FEET )

AutoCAD SHX TextGRAPHIC SCALE

AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

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AutoCAD SHX Text PROPOSED 2 STORY PROPOSED 2 STORY MAIN LEVEL F.F.=668.73 14,197 SQ.FT. LOWER LEVEL F.F.=654.06 13,444 SQ.FT.

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextEXIST. WATER LINE

AutoCAD SHX TextAREA INLET TOP=656.31 DROP=653.21 FL=652.66











AutoCAD SHX TextCONC. WALK STAIRS








AutoCAD SHX TextCONC. DRIVE


AutoCAD SHX TextASPHALT PAVEMENT



AutoCAD SHX TextCONC.

AutoCAD SHX TextASPHALT













AutoCAD SHX TextBOLLARDS

AutoCAD SHX TextAREA INLET TOP=665.47 FL=662.35 SILL=664.60






AutoCAD SHX TextEXISTING CONCRETE

AutoCAD SHX TextS

AutoCAD SHX TextS


AutoCAD SHX Text12"PVC

AutoCAD SHX TextWV







AutoCAD SHX TextEX. SANITARY MANHOLE TOP = 668.19 FL = 660.24

AutoCAD SHX TextEX. SANITARY MANHOLE TOP = 668.60 FL = 660.82 NEW TOP=669.34

AutoCAD SHX Text6" WATER


AutoCAD SHX TextEX. WATER VALVE

AutoCAD SHX TextFIRE DEPARTMENT CONNECTION

AutoCAD SHX TextPER PLANS DATED 2003

AutoCAD SHX TextPER PLANS DATED 5-18-93

AutoCAD SHX TextCLEANOUT BURIED

AutoCAD SHX TextPER PLAN DATED 5-18-93






AutoCAD SHX TextDS

AutoCAD SHX TextCO

AutoCAD SHX TextDS

AutoCAD SHX TextCO

AutoCAD SHX TextDS

AutoCAD SHX TextDS



AutoCAD SHX TextWV

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AutoCAD SHX TextD

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AutoCAD SHX TextTP

AutoCAD SHX TextDS

AutoCAD SHX TextDS

AutoCAD SHX TextDS

AutoCAD SHX TextDS

AutoCAD SHX TextDS

AutoCAD SHX TextCO

AutoCAD SHX TextYD

AutoCAD SHX TextCO

AutoCAD SHX TextYD

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AutoCAD SHX TextYD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD

AutoCAD SHX TextGV

AutoCAD SHX TextD

AutoCAD SHX TextEXISTING BACKSTOP

AutoCAD SHX TextSOUTH MIDDLE

AutoCAD SHX TextSOUTH MIDDLE BUILDING



AutoCAD SHX TextQUAZITE BOX CONTAINING DISTRICT OWNED FIBER

AutoCAD SHX TextFIBER OPTIC TO BOONE TRAIL CONTRACTOR TO VERIFY

AutoCAD SHX TextFIBER OPTIC TO TIMBERLAND HIGH SCHOOL CONTRACTOR TO VERIFY

AutoCAD SHX Text668

AutoCAD SHX Text669

AutoCAD SHX Text668

AutoCAD SHX Text657

AutoCAD SHX Text658

AutoCAD SHX Text659

AutoCAD SHX Text661

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AutoCAD SHX Text668

AutoCAD SHX Text669

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AutoCAD SHX Text669

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AutoCAD SHX Text670

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AutoCAD SHX Text665

AutoCAD SHX Text670

AutoCAD SHX Text670

AutoCAD SHX Text670

AutoCAD SHX Text665

AutoCAD SHX Text670

AutoCAD SHX Text670

AutoCAD SHX Text670

AutoCAD SHX Text180.43'






















AutoCAD SHX TextDOME TOP GRATE INLET TOP=646.62 FL=642.19





AutoCAD SHX TextFLARED END 18" RCP FL=648.35




AutoCAD SHX TextSANITARY MANHOLE TOP=639.52 DROP FL(NW)=635.70 FL=634.42








AutoCAD SHX TextUTILITY VAULT

AutoCAD SHX TextSATELLITE DISH-ON ROOF



AutoCAD SHX TextELEVATED GARDEN AREAS





AutoCAD SHX TextCONC BLOCK WALL WITH METAL FENCE






























AutoCAD SHX TextGRADING PLAN




AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15




AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text20

AutoCAD SHX Text10

AutoCAD SHX Text5

AutoCAD SHX Text%%USTAIR AND SIDEWALK DETAIL

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AutoCAD SHX TextPREPARED SUBGRADE

AutoCAD SHX TextSEE PLANS FOR WIDTH

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX Text%%UCONCRETE SIDEWALK DETAIL

AutoCAD SHX TextEQUALS SIDEWALK WIDTH

AutoCAD SHX TextCONSTRUCTION JOINT - WIDTH BETWEEN JOINTS

AutoCAD SHX TextPREPARED SUBGRADE

AutoCAD SHX Text4" P.C. CONCRETE

AutoCAD SHX TextEXPANSION JOINT - WIDTH VARIES (20'-0" MAX. o.c.)

AutoCAD SHX Text2" ROLLED STONE BASE

AutoCAD SHX Text2" ROLLED STONE BASE

AutoCAD SHX Text4" P.C. CONCRETE

AutoCAD SHX Text* ALL GRANULAR ROLLED STONE BASE UNDER PROPOSED CONCRETE MUST BE COMPACTED TO

AutoCAD SHX Text100%%% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99.

AutoCAD SHX TextCONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI IN 28 DAYS.

AutoCAD SHX Text%%uASPHALT PAVEMENT DETAIL

AutoCAD SHX Text8" COMPACTED TYPE 1 AGGREGATE BASE

AutoCAD SHX Text4" TYPE "C" ASPHALTIC CONCRETE

AutoCAD SHX TextWEARING SURFACE

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX Text%%UDRIVE LANES






















AutoCAD SHX TextGRADING PLAN

AutoCAD SHX TextTYPICAL SECTION-MODULAR BLOCK WALL

AutoCAD SHX TextNOT TO SCALE - WALL DESIGN BY OTHERS

AutoCAD SHX TextVERSA-LOK

AutoCAD SHX TextBRUTE UNITS

AutoCAD SHX TextMODULAR CONCRETE

AutoCAD SHX TextCONCRETE ADHESIVE

AutoCAD SHX TextW/VERSA-LOK

AutoCAD SHX TextCAP UNIT

AutoCAD SHX TextADHERE TO TOP UNIT

AutoCAD SHX TextRETAINED BACKFILL

AutoCAD SHX Text% OF MAXIMUM

AutoCAD SHX TextSTANDARD PROCTOR DENSITY

AutoCAD SHX Text4" MIN. DIA. DRAIN PIPE

AutoCAD SHX TextOR @ 40' CENTERS MAX.

AutoCAD SHX TextSLOPE TO DRAIN (1/8"/FT.)

AutoCAD SHX TextGRANULAR LEVELING PAD

AutoCAD SHX TextDISCHARGE @ END OF WALL

AutoCAD SHX TextIMPERVIOUS FILL

AutoCAD SHX Text6" THICK MIN.

AutoCAD SHX TextDRAINAGE AGGREGATE

AutoCAD SHX Text12" THICK MIN.

AutoCAD SHX TextEXCAVATION LINE

AutoCAD SHX TextCOMPACTED 95

AutoCAD SHX TextREINFORCED BACKFILL

AutoCAD SHX TextAPPROX.

AutoCAD SHX TextGEOSYNTHETIC REINFORCEMENT

AutoCAD SHX TextSEE MANUFACTURER'S SPEC SHEETS

AutoCAD SHX TextFOR LENGTH, TYPE, AND SPACING

AutoCAD SHX TextCONCRETE SWALE

AutoCAD SHX Text4" DEEP X 18" WIDE

AutoCAD SHX TextPROTECTIVE GUARD RAIL (SEE ARCHITECTURAL PLANS)

AutoCAD SHX Text#4 REBAR @ 12" O.C. (TYP)

AutoCAD SHX Text#4 REBAR @ 12" O.C. E.W. BOTTOM

AutoCAD SHX TextREFER TO ARCHITECTURAL DETAIL DA 5.15 FOR HANDRAIL INFORMATION. RAIL SHOWN HERE FOR REFERENCE ONLY. INSTALL PER ARCH DETAIL IN MANUAL BOUND SEPARATE FROM PLAN SET.

AutoCAD SHX TextBOND BREAKER W/BLD'G PAPER OR EQUAL (TYP.)

AutoCAD SHX Text(1) - #4 REBAR TOP & BOTTOM (CONT.) (TYP.)

AutoCAD SHX TextPROVIDE 8" THICK CLOSURE WALL AS REQUIRED WITH #4 REBAR @ 12" O.C. E.W. CENTERED IN WALL (TYP.)

AutoCAD SHX Text1" (TYP.)

AutoCAD SHX Text5" (TYP.)

AutoCAD SHX Text2'-6" MIN.

AutoCAD SHX TextCONCRETE STAIRS 1' TREADS W/6" RISERS

AutoCAD SHX TextTOP=668.50

AutoCAD SHX TextBTM=664.42

AutoCAD SHX TextSTAIR DETAIL

AutoCAD SHX TextNO SCALE

AutoCAD SHX Text4" DEPTH OF GRANULAR FILL

AutoCAD SHX Text4" DEPTH OF GRANULAR FILL

AutoCAD SHX TextPROVIDE 12" RUN AND 7" RISE (TYP.)

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BUILDINGAREA Ex-D8,138 s.f.

STORM SHELTERACCESS POINT

STORM SHELTERACCESS POINT

SPEDCLRME501

COMPUTERLAB

E503

MATHCLRME507

COM. ARTSCLRME509

SOC. STUD.CLRME511

SPEDCLRME513

ARTSTOR.E500

ARTCLRME502

SCIENCECLRME504

MATHCLRME506

COM. ARTSE508

SOC. STUD.E510

EXSTAIRS-1

EXSTAIRS-2

CORR.4B

OFFICE405

ACADEMICASSISTANT

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LOBBYE 5A

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STOR.E 5D

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E 5F

CAFETERIAEXPANSION

115A

TABLEROOM115B

KITCHENPREP ROOM

116A

ELEC.E 4A

RES.ROOME512

SPEDCLRME514

EXMATHE 419

EXMATHE 420

EXSOC. STUDIES

E 417

EXLANG. ARTS

E 415

EXSOC. STUDIES

E 418

EXLANG. ARTS

E 416

EXSCIENCEE 413

EXSCIENCEE 414

EXSPEDE 409

EXCLRME 410

EXSPEECHE 408

EXCLRME 124

EXCLRME 126

EXCLRME 128

EXCLRME 130

EXCLRME 121

EXCLRME 123

EXSPED CLRM

E 125

EXSCIENCEE 132

EXSCIENCEE 134

EXMULTI-PURPOSE

E 140

EXMECH.E 136

EXBAND ROOM

E 119

EXCLRME 117

EXCAFETERIA

E 115EXKITCHENE 116

EXLIBRARYE 100

EXADMIN OFFICE

E 101

EXGYMNASIUM

E 102

EXCO

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0

EXMATHE 212

EXMATHE 213

EXSOC. STUDIES

E 210

EXSOC. STUDIES

E 211

EXLANG. ARTS

E 209

EXLANG. ARTS

E 208

EXSCIENCEE 206

EXSCIENCEE 207

EXFACSE 201

EXINDUSTRIAL TECH

E 300

EXMATHE 312

EXMATHE 311

EXSOC. STUDIES

E 309

EXSOC. STUDIES

E 310

EXLANG. ARTS

E 308

EXLANG. ARTS

E 307

EXSCIENCEE 305

EXSCIENCEE 306

EXART

E 301

EX. C

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E 4

EX. CORR.E 3

EX. C

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EX. CORR.E 1

EX. CORR.E 4A

FAC.TOILETE 5C

PAIR OF 36" DOORS352 MAX. CAPACITY



33

34

26

18

2

26

35

3535

SCIENCECLRME505

18

35

35

35

48

35

33

1

48

35

35

35

16

26

EXSPED. ED.

E 302

EXSP. ED.E 204

EXSP. ED.E 205

EX. STOR. E102B

EX. STOR. E102A

4343

76 76

4949

EX. STOR.E414A

EX. STOR.E413A

2 2

25

17

36

EX. LOCKER RME410A

EX. LOCKER RME410A

EX. SP. ED.E122

EX. SP. ED.E120

EX. OFFICEE119A

EX. MECHE119B

EX. LOCKERE118

EX. LOCKERE114

EX. MECHE118A

EX. MECHE102A

CORRIDOR4B

CORRIDOR4C

CO

RRID

OR

4E

SCIENCECLRM424

CLRM426

CLRM428

SP. ED.CLRM430

STAIRS-4

SCIENCECLRM423

CLRM425

ARTCLRM427

STORAGE4F

GIRLSRESTROOM

4E

STOR.422STAIR

S-3BOYSRESTROOM

5HJANITOR

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CLRM420

CLRM421

STOR.429

CORRIDOR4D

OFFICE116A

JAN116A

DRY STORAGE116B

EX. STOR.E140A

EX. S

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348

52

285

18

178

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11

186

186

130

STOR.E402

EXSTAIRS-1

EXSTAIRS-2

CLRME603

SCIENCECLRME605

MATHCLRME607

COM. ARTSCLRME609

SOC. STUD.CLRME611

SPEDCLRME613

STOR.E600

CLRME602

SCIENCECLRME604

MATHCLRME606

COM. ARTSCLRME608

SOC. STUD.CLRME610

CLRME612

CORRIDOR6

BOYSRESTROOM

E 6A

GIRLSRESTROOM

E 6E

FAC. TLT.E 6D

JAN.E 6C

FAC. TLT.E 6B

BOYSRESTROOM

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FAC. TLT.7D

JAN.7C

FAC. TLT.7B

STOR.700

CLRM704

CLRM706

SP. ED.CLRM708

SCIENCECLRM702

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CLRM703

CLRM705

SCIENCECLRM701

STOR.707

STAIR S-3

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CORRIDOR7a

33

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GENERATORE-1

MECH. ELEC.E-2

11 1

5

1

BUILDINGAREA Ex-F7,208 s.f.

BUILDINGAREA A14,800 s.f.

BUILDINGAREA Ex-E18,766 s.f.

BUILDINGAREA B14,000 s.f.

BUILDINGAREA Ex-G10,004 s.f.

BUILDINGAREA Ex-A11,555 s.f.

BUILDINGAREA Ex-H18,090 s.f.

BUILDINGAREA Ex-J11,688 s.f.

BUILDINGAREA Ex-K6,400 s.f.

BUILDINGAREA Ex-I30,654 s.f.

BUILDINGAREA Ex-B9,053 s.f.

BUILDINGAREA Ex-C7,260 s.f.

F1

F3

STORM SHELTER ENTRANCE PLAQUES(SEE DA: 10.13), TYPICAL OF (2)LOCATION DENOTED BY: F1

STORM SHELTER EXIT PLAQUES (SEEDA: 10.14), TYPICAL OF (2)LOCATION DENOTED BY: F3

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STORM SHELTER STORAGE AREA &LOCATION OF FIRST AID KIT

STORM SHELTER STORAGE AREA &LOCATION OF FIRST AID KIT

152

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275191

213

307

332

35

STORM SHELTER EXIT PLAQUES (SEEDA: 10.14), TYPICAL OF (2)LOCATION DENOTED BY: F3

STORM SHELTER ENTRANCE PLAQUES(SEE DA: 10.13), TYPICAL OF (2)LOCATION DENOTED BY: F1

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Documents

E0.0 C1...2020/08/19 · SOUTH MIDDLE SCHOOL WENTZVILLE R-IV SCHOOL DISTRICT 561 EAST HIGHWAY N WENTZVILLE, MISSOURI 63385 C2.0 COVER SHEET C3.0 SITE PLAN GRADING PLAN C1.0 S1.3 SPECIAL