3-Westview FM (31215) - Construction Drawings.pdf

PDF 11 MB Posted Mar 29, 2026

Attached to: Project 31215 - Westview Force Main - Phase II
Solicitation number: IFB4367-03/26
Issued by: Clark County, Jefferson City, Missouri

About this file

Written by GovTribe AI · Mar 31, 2026

This document is a set of construction drawings prepared by Donohue & Associates for the City of Jefferson City, Missouri, detailing the Westview Force Main Phase 2 project (Project No. 31215). The project encompasses approximately 8,150 feet of new 12-inch diameter ductile iron pipe (DIP) pressure-rated force main (PC350) extending from Station 10+00 to Station 92+64, along with approximately 1,160 feet of 12-inch sanitary gravity sewer, storm sewer replacements, air release valves, structures, and associated sitework. The drawings include plan and profile sheets covering the force main alignment from Station 10+00 to Station 92+64, sanitary sewer details from Station 90+00 to Station 105+00, storm restoration work, and standard construction details. The project is located in Jefferson City, Missouri, and ties into Phase 1 of the force main project. Design is based on Missouri State Plane Central Zone coordinates and NAVD-88 elevations, with surveys completed between November 2023 and June 2024. The design was prepared by professional engineer Christopher M. Safford (PE-2010011674, expiring December 31, 2026), with project completion anticipated in March 2026.

The construction drawings specify multiple requirements including trenching, bedding, backfill procedures, utility coordination through Missouri 811, and field verification of all existing utilities prior to construction. The contractor must maintain access to all site facilities, coordinate with city crews and other contractors, and restore all damaged improvements including pavement, sidewalks, driveways, and turf. Notable design features include multiple air release valve installations, joint deflections at various stations, concrete encasement for sections with inadequate cover, trenchless boring operations at specific locations, and removal and replacement of existing culverts. The project includes temporary and permanent easements, with work sequencing required to maintain traffic flow at intersections, particularly at South Country Club Drive and Leandra Lane. General notes emphasize contractor responsibility for site safety, protection of property pins, and maintenance of detailed record drawings documenting all changes and deviations from the plans.

View the file

Other files

File	Type	Posted
2-Westview FM (31215) - Bid Packet.pdf	PDF	Mar 29, 2026
4-Westview FM (31215) - Contract Documents.pdf	PDF	Mar 29, 2026
1-Bid Form.xlsx	XLSX spreadsheet	Mar 29, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PREPARED FOR PREPARED BY

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

314-548-2115

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

STATE MAP PROJECT LOCATION MAP PROJECT SITE MAP

CITY OF JEFFERSON CITY, MO

WESTVIEW FORCE MAIN

PHASE 2 (PROECT# 31215)

JEFFERSON CITY, MO

OCTOBER 2026

Atchinson Nodaway

Worth

Gentry Harrison

Mercer Putnam

Sullivan Grundy

Daviess Dekalb

Andrew

Holt

Buchanan Clinton

Caldwell

Ray Clay

Platte Carroll

Livingston

Linn

Chariton

Macon

Adair Knox Lewis

Shelby Marion

Monroe Rails

Pike

Audrain

Lincoln

Montgomery

Warren St. CharlesCallaway

Boone Howard

Randolph

Saline

LafayetteJackson

Cass Johnson Pettis

Cooper

Moniteau Cole Osage

MariesMiller

MorganBentonHenry

Bates

Vernon

St. Clair

Barton

Jasper

Newton

McDonald Barry

Lawrence

Dade

Cedar

Polk

Hickory Cambem

Dallas Laclede

WrightWebsterGreene

Christian Douglas

OzarkTaneyStone Howell

Texas

Pulaski Phelps

Dent

Crawford

Gasconade Franklin

St. Louis St. Louis City

Jefferson

Washington

St. Franscois

Ste Genevieve

Perry

Madison

Reynolds Shannon

Carter

Oregon Ripley Butler

Wayne

Bollinger

Scott

Stoddard Mississippi

Pemiscot Dunklin

Schuyler Scotland Clark

Iron Cape

Girandeau

New Madrid

JEFFERSON

CITY

CEDAR CITY

APACHE FLATS

SCRUGGS S

TATIO

N R

OAD

S C

O U

Y C

D R

LEANDRA LANE

DATE: ____ / ____ / ____

CHRISTOPHER M. SAFFORD

PROFESSIONAL ENGINEER

PE-2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

FESS IONAL EN

UOS

SIMFOETATS

03 27 26

L D

R A

001-G-1

FMP2 - 001G2 INDEX.DWG

REK

PNE

JAG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

JEFFERSON CITY FORCE MAIN - PHASE 2

SHEET NUMBER DRAWING NUMBER DRAWING DESCRIPTION

001 - GENERAL

1 001-G-0 COVER

2 001-G-1 DRAWING INDEX

3 001-G-2 GENERAL LEGEND

4 001-G-3 CIVIL LEGEND

002 - SITE DEVELOPMENT

5 002-CK-1 SITE DEVELOPMENT - SURVEY CONTROL

6 002-CK-2 SITE DEVELOPMENT - BORING MAP

7 002-CK-3 SITE DEVELOPMENT - EASEMENT MAP

8 002-CK-4 SITE DEVELOPMENT - ALIGNMENT MAP

500 - PLAN AND PROFILE FORCE MAIN

9 500-PP-1 PLAN AND PROFILE - STA. 10+00 TO STA. 11+50

10 500-PP-2 PLAN AND PROFILE - STA. 11+50 TO STA. 19+50

11 500-PP-3 PLAN AND PROFILE - STA. 19+50 TO STA. 27+50

12 500-PP-4 PLAN AND PROFILE - STA. 27+50 TO STA. 35+50

13 500-PP-5 PLAN AND PROFILE - STA. 35+50 TO STA. 43+00

14 500-PP-6 PLAN AND PROFILE - STA. 43+00 TO STA. 51+50

15 500-PP-7 PLAN AND PROFILE - STA. 51+50 TO STA. 59+50

16 500-PP-8 PLAN AND PROFILE - STA. 59+50 TO STA. 67+50

17 500-PP-9 PLAN AND PROFILE - STA. 67+50 TO STA. 75+50

18 500-PP-10 PLAN AND PROFILE - STA. 75+50 TO STA. 83+75

19 500-PP-11 PLAN AND PROFILE - STA. 83+75 TO STA. 92+00

20 500-STM-1 PLAN AND PROFILE - STORM RESTORATION

600 - PLAN AND PROFILE SANITARY SEWER

21 600-PP-1 PLAN AND PROFILE - STA. 90+00 TO STA. 98+00

22 600-PP-2 PLAN AND PROFILE - STA. 98+00 TO STA. 105+00

999 - STANDARD DETAILS

23 999-C-1 CIVIL STANDARD DETAILS

24 999-C-2 CIVIL STANDARD DETAILS

25 999-C-3 CIVIL STANDARD DETAILS

26 999-C-4 CIVIL STANDARD DETAILS

27 999-C-5 CIVIL STANDARD DETAILS

GENERAL LEGEND

DISCIPLINE

ABBREVIATIONS

NON-RIGID INSULATION

RIGID INSULATION

SAND OR FILL

FREE DRAINING FILL

ROUGH CARPENTRY

FACE BRICK

PRECAST CONCRETE PLANK

EARTH OR BACKFILL

ROCK

2 6

CONCRETE BLOCK

DISCIPLINE IDENTIFIER

DRAWING NUMBER DESIGNATION

100-M-1

SITE IDENTIFIER

DISCIPLINE IDENTIFIER

DRAWING NUMBER

PLAN NOTE. SEE NOTES ON SAME DRAWING.1

PLAN NOTE DESIGNATION

SECTION DESIGNATION

DRAWING NUMBER(S) WHERE SHOWN

DRAWING NUMBER(S) WHERE TAKEN

A 010-M-2

SECTION A

010-M-1

DRAWING NUMBER(S) WHERE TAKEN

DRAWING NUMBER(S) WHERE SHOWN

010-M-1

DETAIL DESIGNATION

010-M-2

STANDARD DETAIL DESIGNATION

STANDARD DETAIL S100

DETAIL DESIGNATION

S100

(NOMINAL SIZE INDICATED)

ELEVATION A

DRAWING NUMBER(S) WHERE TAKEN

DRAWING NUMBER(S) WHERE SHOWN

CASEWORK ELEVATION DESIGNATION

ELEVATION DESIGNATION

010-A-1A 010-A-2

111-10

DOOR NO.

WINDOW NO.

DOOR DESIGNATOR

WINDOW DESIGNATOR

BAR GRATING

SYMBOLS

GYPSUM BOARD CEILING.

REFER TO ROOM FINISH

SCHEDULE FOR FINISH

2' x 2' SUSPENDED

ACOUSTICAL CEILING

8'-8" CEILING HEIGHT ABOVE

FINISHED FLOOR

DETAIL 1

GENERAL G

CIVIL KEY CK

CIVIL NOTES CN

CIVIL REMOVAL CR

CIVIL FACILITIES CF

CIVIL GRADING CG

CIVIL EROSION CONTROL CE

CIVIL PIPING CP

REMOVALS R

ARCHITECTURAL A

STRUCTURAL FOUNDATION SF

STRUCTURAL S

PROCESS-MECHANICAL M

PLUMBING P

HVAC H

ELECTRICAL E

ELECTRICAL LIGHTING L

INSTRUMENTATION AND CONTROL N

VALVE IDENTIFICATION

EXAMPLE:

PIPE IDENTIFICATION

54" PI

FLOW STREAM IDENTIFIER

NOMINAL PIPE DIAMETER

EXAMPLE:

6" V005

VALVE TYPE, SEE SECTION 40 05 53

VALVE SIZE

CONCRETE

REMOVAL

1. THIS IS STANDARD LEGEND. NOT ALL OF THE

INFORMATION SHOWN ON THIS LEGEND IS NEEDED IN

THESE CONTRACT DRAWINGS.

2. WORK IN THIS CONTRACT SHOWN FULL-TONE UNLESS

OTHERWISE NOTED.

NOTE:

N NEW

NIC NOT IN CONTRACT

NO. or # NUMBER

NOM NOMINAL

NR NON-RATED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFI OWNER FURNISHED ITEM

OFOI OWNER FURNISHED

OWNER INSTALLED

OPNG or OPN'G OPENING

OPPO OPPOSITE

P&ID PROCESS AND

INSTRUMENTATION DIAGRAM

P. LAM. PLASTIC LAMINATE

PC PORTLAND CEMENT

PCP PRE-STRESSED CONCRETE

PIPE

PJF PREFORMED JOINT FILLER

PL PLATE

PLAS PLASTIC

PLYWD PLYWOOD

PR PAIR

PREP PREPARATION

PROJ PROJECTION

PT PAINT

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER

R or RAD RADIUS

RC ROOF CONDUCTOR

RCP REINFORCED CONCRETE PIPE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RED REDUCER

REDW'D REDWOOD

REF REFERENCE

REFL REFLECTED

REINF REINFORCE/REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SD SUMP DISCHARGE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPA SPACE OR SPACING

SPECS SPECIFICATIONS

SQ SQUARE

SR SHORT RADIUS

SS or SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV STAIN AND VARNISH

F/ FACE OF

FCA FLANGED COUPLING ADAPTOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FH FULL HEIGHT

FHC FIRE HOSE CABINET

FIN FINISH

FL or FLR FLOOR

FLG FLANGE

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOUND FOUNDATION

FOW FACE OF WALL

FRP FIBER REINFORCED PLASTIC

FS FLOOR SINK

FS FULL SIZE

FSD FULL SIZE DETAIL

FT FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

G.B. GRAB BAR

GCMU GLAZED CONCRETE

MASONRY UNIT

GL GLASS

GR GRADE

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIB

H/C HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HWL HIGH WATER LEVEL

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

KITCH KITCHEN

LAV LAVATORY

LEV LEVEL

LIG LAY-IN-GRID CEILING

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LR LONG RADIUS

LTG LIGHTING

LTWT LIGHT WEIGHT

LWL LOW WATER LEVEL

MAINT MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MO MASONRY OPENING

MULL MULLION

ACT ACOUSTICAL TILE

AD ACCESS DOOR

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

B BOTTOM

B/ BOTTOM OF

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOB BOTTOM OF BEAM

BOT BOTTOM

BRD BOARD

CL CENTERLINE

CEM CEMENT

CH CEILING HEIGHT

CJ or CJT CONTROL JOINT CLG or CEIL CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT/CONTRACTOR

CONTR JT CONTRACTION JOINT

CORR CORRIDOR

C.T. CERAMIC TILE

CPVC CHLORINATED POLYVINYL

CHLORIDE

CSK COUNTERSINK

CTR CENTER

DBL DOUBLE

DEG DEGREE

DEG DEGREES (ANGULAR)

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DN DOWN

DWG DRAWING

EA EACH

ECC ECCENTRIC

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV or EL ELEVATION

ELL ELBOW

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EXIST or (X) EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

NOTE:

STANDARD DETAILS ARE LOCATED ON DRAWINGS THAT HAVE

BEEN ASSIGNED A SITE IDENTIFIER OF 999 FOLLOWED BY A

DISCIPLINE IDENTIFIER. THESE DRAWINGS ARE PLACED LAST

IN THE DRAWING SET.

EXAMPLE: 999-M-1

ON DRAWING WHERE

DETAIL IS TAKEN

ON DRAWING WHERE

DETAIL IS SHOWN

ON DRAWING WHERE

SECTION IS TAKEN

ON DRAWING WHERE

SECTION IS SHOWN

ON DRAWING WHERE

SECTION IS TAKEN

ON DRAWING WHERE

SECTION IS SHOWN

ON DRAWING WHERE

DETAIL IS TAKEN

ON DRAWING WHERE

DETAIL IS SHOWN

DISCIPLINE IDENTIFIER

T TOP

T TREAD

T/ TOP OF

T/S TOP OF STEEL

T&B TOP AND BOTTOM

T & G TONGUE & GROOVE

TDC TRAFFIC DECK COVERING

TEMP TEMPERED

THK THICK

TOC TOP OF CONCRETE or CURB

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VER VERIFY

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE

W/ WITH

WC WATER CLOSET

WD WOOD

WL WATER LEVEL

WO WITHOUT

WP WATERPROOFING

WS WATERSTOP

WWF WELDED WIRE FABRIC

YR YEAR

FLOW STREAM IDENTIFIERS

ALP AIR (LOW PRESSURE)

AHP AIR (HIGH PRESSURE)

BD BASIN DRAIN

CEN CENTRATE

CGR COOLING GLYCOL RETURN

CGS COOLING GYLCOL SUPPLY

D DRAIN

DCT DECANT

DG DIGESTER GAS

DSC DIGESTED SLUDGE

CIRCULATED

DS DIGESTED SLUDGE

DSH DIGESTED SLUDGE HEATED

DSL DIGESTED SLUDGE LOADOUT

DSM DIGESTED SLUDGE MIXING

DST DIGESTED SLUDGE TRANSFER

EXH EXHAUST

FE FINAL EFFLUENT

FECL FERRIC CHLORIDE

FLT FILTRATE

GRS GRIT SLURRY

GRT GRIT

H2S HYDROGEN SULFIDE

HGR HEATING GLYCOL RETURN

HGS HEATING GLYCOL SUPPLY

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

LPO LIQUID POLYMER

ML MIXED LIQUOR

NG NATURAL GAS

OA ODOROUS AIR

OF OVERFLOW

PE PRIMARY EFFLUENT

PI PRIMARY INFLUENT

PO POLYMER

PSD PRIMARY SLUDGE

PSM PRIMARY SCUM

RAS RETURN ACTIVATED SLUDGE

RCY RECYCLE

RWW RAW WASTEWATER

SA SAMPLE

SAN SANITARY SEWER

SBS SODIUM BISULFITE

SCN SCREENINGS

SE SECONDARY EFFLUENT

SI SECONDARY INFLUENT

SHC SODIUM HYPOCHLORITE

SSM SECONDARY SCUM

SUP SUPERNATANT

TDSD THICKENED DIGESTED SLUDGE

TPSD THICKENED PRIMARY SLUDGE

TS THICKENED SLUDGE

TWAS THICKENED WASTE ACTIVATED

SLUDGE

V VENT

WAS WASTE ACTIVATED SLUDGE

W1 POTABLE CITY WATER

W2 NON-POTABLE CITY WATER

W3 PLANT EFFLUENT WATER

(NON-POTABLE)

PLANK GRATING

CHECKERED PLATE

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26 001-G-2

REK

PNE

JAG

FMP2- 001G3.DWG

B101

CHEMICAL FEED

ROOM

AREA DESIGNATION

AREA NUMBER

AREA NAME

PHOTO DESIGNATION

DRAWING NUMBER WHERE SHOWN

PHOTO DESIGNATION

CAMERA POSITION

PHOTO TAKEN FROMP2

160-R-3

STRUCTURAL COMPONENT

IDENTIFICATION

10B1

SITE IDENTIFIER (IF REQUIRED)

COMPONENT DESIGNATION COMPONENT NUMBER

B BEAM

C COLUMN

L LINTEL

SEE SCHEDULES FOR COMPONENT DETAILS

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26 001-G-3

REK

PNE

JAG

FMP2- 001G3.DWG

4 3

I.P.

X X

400.0040 0.0

CENTERLINE OF ROAD

CONTOUR

DITCH/SWALE

EASEMENT

FENCE

GUARDRAIL

PIPE, ABANDON

PIPE, PREVIOUSLY ABANDONED

PIPE OVER 24" (SHOWN ACTUAL SIZE)

PIPE REMOVAL

PROPERTY LINE

R.O.W.

RAILROAD

SECTION LINE

WATERS EDGE

WETLAND

EXISTING

BENCHMARK

CATCH BASIN

CULVERT

CULVERT OVER 24"

(SHOWN ACTUAL SIZE)

GAS VALVE

GUY WIRE

HAY BALES

HEADWALL

HYDRANT

INLET

IRON PIPE

MANHOLE

MARSH

METER

UTILITY POLE

UTILITY POLE WITH LIGHT

SECTION CORNER

SIGN

SPOT ELEVATION

SOIL BORING

STREET LIGHT

SURVEY CONTROL POINT

TELEPHONE PEDESTAL

TREE CONIFEROUS, DECIDIOUS

TREE REMOVAL

TREE/SHRUB LINE

WATER VALVE

M M

X X

EXISTING ASPHALTIC PAVEMENT, UNLESS NOTED

EXISTING CONCRETE PAVEMENT

EXISTING GRAVEL, UNLESS NOTED

REMOVE & REPLACE EXISTING CONCRETE PAVEMENT & BASE

REMOVE & REPLACE EXISTING GRAVEL

REMOVE & REPLACE ASPHALTIC PAVEMENT & BASE, UNLESS NOTED

MILL AND OVERLAY ASPHALTIC PAVEMENT

STAGING AREA

NG NATURAL GAS

OH OVERHEAD UTILITY

PC POINT OF CURVATURE

PE POLYETHYLENE PIPE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

RCP REINFORCED CONCRETE PIPE

RIM TOP OF CASTING ELEVATION

ROW RIGHT OF WAY

RT RIGHT

SAN SANITARY SEWER

STM STORM SEWER

SD SUMP DISCHARGE

T/C TOP OF CURB

T/W TOP OF WALL

UD UNDERDRAIN

VC VERTICAL CURVE

AGG AGGREGATE

B/C BACK OF CURB

BIT BITUMINOUS/ASPHALT

CIP CAST IRON PIPE

CO CLEANOUT

CONC CONCRETE

CMP CORRUGATED METAL PIPE

CSP CONCRETE SEWER PIPE

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DEWATERING PIPE

EXTG EXISTING

EOP EDGE OF PAVEMENT

F&C FRAME AND COVER

F/C FACE OF CURB

F-F FACE TO FACE

F/G FINISHED GRADE

FES FLARED END SECTION

INV INVERT

L LENGTH OF CURVE

LF LINEAR FT

LT LEFT

PROPOSED

EXISTING PROPOSED

LEGEND

ABBREVIATIONS

LINE TYPE IDENTIFICATION

SYMBOLS

WET

OHE

SAN

CABLE TV

ELECTRIC

ELECTRICAL DUCT

FIBER OPTIC

FORCEMAIN

GAS

OVERHEAD ELECTRIC

SANITARY SEWER

STORM SEWER

TELEPHONE

UNKNOWN UTILITY

WATER

CATV

DUCT

EXISTING PROPOSED

YARD PIPING ABBREVIATIONS

DUCT

W W

PIPING PROFILE VIEW DESIGNATION

PROFILE VIEW

002-CP-1

PIPE RUN

DESIGNATION IN SITE

PIPING PLAN VIEW DRAWING NUMBER(S) WHERE

SHOWN IN PLAN VIEW

ON DRAWING(S) WHERE PIPE

RUN PLAN VIEW IS SHOWN

ON DRAWING(S) WHERE PIPE

RUN PROFILE IS SHOWN

PIPE RUN

DESCRIPTION

XXX

GENERAL NOTES

1. THE TOPOGRAPHIC MAPPING SHOWN IS BASED ON A SURVEY PERFORMED IN BY CENTRAL MISSOURI PROFESSIONAL SERVICES, INC. THIS WAS DONE IN MULTIPLE SESSIONS, INCLUDING DRAWINGS

SUBMITTED ON 11-30-23, 1-30-24, 4-29-24, AND 6-5-24.

2. DIMENSIONS OR COORDINATES TAKE PRECEDENCE OVER SCALE. CONTRACTORS TO VERIFY ALL

DIMENSIONS AND COORDINATES IN THE FIELD FOR PROPER FIT AND ALIGNMENT.

3. HORIZONTAL COORDINATES BASED ON MISSOURI STATE PLANE CENTRAL ZONE.

4. ELEVATIONS SHOWN BASED ON NAVD-88.

5. THE EXISTING CONTOURS ARE BELIEVED TO BE REASONABLY CORRECT BUT ARE PRESENTED ONLY AS

APPROXIMATIONS. CONTRACTOR'S REGISTERED PROFESSIONAL SURVEYOR SHALL VERIFY ALL

ELEVATIONS AND VERIFY/ESTABLISH PROJECT BENCHMARKS AS REQUIRED TO COMPLETE THE WORK.

6. THE CONTRACTOR SHALL CONTACT MISSOURI 811 AT 1-800-344-7483 A MINIMUM OF 72 HOURS PRIOR TO PERFORMING ANY EARTH MOVING OR EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL ALSO CONTACT ANY OTHER UTILITIES WHICH MAY BE PRESENT WHICH ARE NOT PART OF THE ONE CALL SYSTEM.

7. EXISTING AND OTHER PROPOSED BURIED UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN

ACCORDANCE WITH THE AVAILABLE RECORDS, FIELD INFORMATION, AND DESIGN INFORMATION

AVAILABLE TO THE ENGINEER. OTHER UTILITIES MAY ALSO BE PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNERS OF THE EXISTING AND OTHER PROPOSED UTILITIES THE LOCATION OF THEIR BURIED FACILITIES. ANY UTILITIES DAMAGED OR DESTROYED BY THE CONTRACTOR'S OPERATIONS, WHETHER SHOWN ON THE DRAWINGS OR NOT, SHALL BE REPLACED OR

REPAIRED TO THE UTILITY'S SATISFACTION AT NO COST TO THE OWNER.

8. IF UTILITY FACILITIES OTHER THAN THOSE SHOWN ARE LOCATED, OR IF UTILITIES ARE LOCATED WHICH ARE NOT IN ACCORDANCE WITH THE LOCATION SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE NOTIFIED TO DETERMINE IF PLAN REVISIONS ARE NEEDED. CONTRACTOR IS REQUIRED TO FIELD LOCATE ALL CROSSING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION ACTIVITIES TO ALLOW ENGINEER TO REVISE LOCATIONS OF NEW FACILITIES TO AVOID CONFLICTS WITHOUT ADDITIONAL COST TO OWNER.

9. EXISTING AND OTHER PROPOSED GRADES, STRUCTURES, ELEVATIONS, PIPING, AND UTILITIES ARE INDICATED IN THEIR APPROXIMATE LOCATIONS ON THE PLANS; HOWEVER, THE INFORMATION IS NOT GUARANTEED TO BE CORRECT AND/OR COMPLETE, HAVING BEEN PLOTTED FROM AVAILABLE DRAWINGS, RECORDS, SURVEYS, AND DESIGNS PREPARED BY OTHERS. ALL SUCH DATA SHALL BE VERIFIED IN THE

FIELD BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. THE EXISTENCE OF

STRUCTURES, PIPING, ETC. WHICH ARE NOT SHOWN AND WHICH MAY BE ENCOUNTERED WILL NOT BE A

BASIS FOR A CLAIM FOR EXTRA WORK.

10. ACCESS CONSTRAINTS TO BE PLACED ON THE CONTRACTOR FOR THE PROJECT ARE SPECIFIED IN

SECTION 01 11 00 OF THE SPECIFICATIONS.

11. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SITE FACILITIES DURING CONSTRUCTION. CONTRACTOR SHALL PLAN HIS WORK SEQUENCE AND ACTIVITIES TO ENSURE THAT HIS WORK DOES NOT INTERFERE WITH PUBLIC NEEDS OR PUBLIC FACILITIES OPERATIONS, DELIVERIES, PICKUPS OR OTHER ACCESS

NEEDS.

12. THE CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF HIS PERSONNEL, SUBCONTRACTORS, AND UTILITIES PERFORMING WORK ON THIS PROJECT. THE CONTRACTOR SHALL ALSO COORDINATE WITH CITY

CREWS AND OTHER CONTRACTORS WORKING IN OR NEAR THE PROJECT AREA.

13. THE CONTRACTOR SHALL MAINTAIN ON FILE WITH THE OWNER AND ENGINEER A CURRENT LIST OF EMERGENCY TELEPHONE NUMBERS FOR THE CONTRACTORS SUPERVISORY PERSONNEL ASSIGNED TO

THIS PROJECT. NO LESS THAN 2 NAMES WITH 24 HOUR PHONE NUMBERS SHALL BE INCLUDED.

14. ELEVATIONS CALLED OUT ON THE DRAWINGS ARE TYPICALLY AT THE "INVERT" OR BOTTOM OF PIPES AND STRUCTURES, ALONG THE FLOW LINE IN SWALES, THE FLAG LINE ON GUTTERS, AND AT THE "RIM" OR TOP (FINISHED GRADE) OF THE FRAME AND COVERS. OTHER ELEVATIONS ARE SPECIFICALLY NOTED.

15. UNLESS NOTED OTHERWISE RESTORATION OF EXISTING SANITARY SEWERS AND SERVICE LINES, WATER MAINS AND SERVICE LINES, STORM SEWERS, OTHER UTILITIES, SIDEWALKS, CURBS, DRIVEWAYS, STREETS OR OTHER IMPROVEMENTS NOT SHOWN AS BEING REMOVED, REPLACED OR MODIFIED BY THE PROJECT IS REQUIRED ONLY TO THE EXTENT THEY ARE DAMAGED OR DISTURBED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AND DISTURBED IMPROVEMENTS TO THE

IMPROVEMENT OWNERS AND ENGINEERS SATISFACTION.

16. WHERE NEW WORK ABUTS EXISTING CURBS, SIDEWALK, DRIVES, OR OTHER PAVEMENTS WHICH ARE TO REMAIN IN PLACE, THE CONTRACTOR SHALL PROVIDE NEAT SAWCUTS, FULL DEPTH AT THE LIMIT OF

CONSTRUCTION.

17. CONTRACTOR SHALL PROVIDE SUPPORT AND SHALL MAINTAIN SERVICE TO ALL ABOVE AND BELOW GRADE UTILITIES INCLUDING POLES, CABLES, WIRES, WATER, GAS, STORM , AND SANITARY FACILITIES, OR WITH THE WRITTEN CONCURRENCE OF THE UTILITY OWNER, MAY REMOVE, STORE, REINSTALL AND

REPLACE AS NECESSARY.

18. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION OF THE PROJECT.

19. THE CONTRACTOR SHALL PROTECT ALL PROPERTY PINS (STEEL REBARS, PIPES, CAPPED PINS, ETC.)

WHICH WERE FOUND OR LOCATED ON THE PROJECT SITE WHETHER SHOWN ON THE PLANS OR

ENCOUNTERED DURING CONSTRUCTION FROM BEING DAMAGED, DESTROYED OR MOVED. IF PROPERTY PINS ARE DAMAGED, DESTROYED OR MOVED, THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A

REGISTERED MISSOURI LAND SURVEYOR TO REPLACE THEM AT NO COST TO THE OWNER.

20. AS PART OF THE CONTRACTORS RESPONSIBILITIES A DETAILED SET OF RECORD DRAWINGS SHALL BE KEPT TO RECORD CHANGES OR DEVIATIONS FROM THE PLANS AND TO SHOW EXISTING UNDERGROUND

UTILITIES OR OTHER FEATURES ENCOUNTERED DURING CONSTRUCTION.

CP #2

CP #3

CP #4

CP #5

CP #6

CP #7

CP #9

CP #10

CP #11

CP #12

CP #13

CP #14

CP #15

CP #16

CP #17

CP #18

CP #19

CP #20

CP #21

CP #22

CP #23

CP #24

CP #25

CP #26

CP #27

CP #28

CP #29

CP #30 CP #31

CP #32

CP #38

CP #39

CP #2500

CP #2501

CP #2508

CP #2509

CP #2519

CP #2520

CP #2521

CP #14998

CP #29990

CP #29991

CP #29992

CP #29993 CP #29994

CP #29995

CP #29996

CP #29997

CP #29998

CP #29999

CP #30788

CP #30970

CP #29989

CP #2525

CP #2526

CP #8

CP #2503

CP #2502

CP #2504

CP #2505

CP #2507

CP #2522

CP #2518

CP #2524

CP #1

CP #2523

CP #2514

CP #6006

CP #1794

CP #1001

CP #2506

CP #11001

CP #1002

CP #1015

CP #2085

CP #2039

CP #5

CP #6

CP #2519

CP #2520

CP #2521

CP #14998

CP #14997

CP #15500 CP #14996 CP #14995

CP #14994

CP #14993

CP #14992

CP #14991

CP #14990

CP #14989

CP #14988

CP #14987

CP #14986

CP #14985

CP #14984

CP #14983

CP #2525

0 300'

Y C

O N

002-CK-1

REK

PNE

JAG

FMP2-002CK.DWG

SCRUGGS S

TATIO

N R

OAD

S C

O U

Y C

D R

BAGNALL DRIVE

D R

LEANDRA LANE

FAIRGROUNDS RD

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

RPIP/FD

NOTES FROM SURVEYOR:

BC BACK OF CURB

RPIP RANDOM POINT IRON PIN

RP RANDOM POINT -AKA CONTROL POINT -

(PROBABLY #60 NAIL)

RPX RANDOM POINT - SAWED X IN CONC

FD FOUND

SET SET A NAIL OR SPIKE

USE IRON PINS AND SAWED/CHISELED "X" FOR

BENCHMARKS (HIGHLIGHTED)

Boring Hole FM2

AUGER AND SAMPLER

REFUSAL AT 9 FEET

Boring Hole FM3

AUGER REFUSAL

AT 5.5 FEET

Boring Hole FM4

AUGER AND SAMPLER

REFUSAL AT 3.9 FEET

Boring Hole FM5

AUGER AND SAMPLER

REFUSAL AT 8.9 FEET

Boring Hole FM6

AUGER AND SAMPLER

REFUSAL AT 4 FEET

Boring Hole FM8

AUGER REFUSAL AT 10 FEET

Boring Hole FM9

SAMPLER REFUSAL

AT 6.5 FEET

Boring Hole FM10

SAMPLER REFUSAL

AT 4.6 FEET

Boring Hole FM7

BORING TERMINATED

AT 17 FEET

Boring Hole RS1

SAMPLER REFUSAL

AT 4.4 FEET

Boring Hole RS2

SAMPLER REFUSAL

AT 3.8 FEET

0 350'

T B

O R

M A

002-CK-2

REK

PNE

JAG

FMP2-002CK.DWG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

SCRUGGS STATION ROAD

S C

O U

Y C

D R

BAGNALL DRIVE

D R

LEANDRA LANE

FAIRGROUNDS RD

0 80'

M A

002-CK-3

REK

PNE

JAG

FMP2-002CK.DWG

LEGEND

EXISTING SINGLE UTILITY EASEMENT (ELECTRIC, DRAINAGE, ETC.)

GENERAL UTILITY EASEMENT

EXISTING SANITARY SEWER EASEMENT

PROPOSED PERMANENT EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

GENERAL NOTES:

SHOWN EASEMENTS REPRESENTATIONS AND DOCUMENT

REFERENCES HAVE BEEN PROVIDED BY CENTRAL MISSOURI

PROFESSIONAL SERVICES INC.

S C

O U

Y C

R O

15.0'

30' THREE RIVERS ELETRIC

BK 270 PG611

100' CENTRAL ELECTRIC

BK153 PG500

(SEE SPECIAL PROVISION SP-32)

15' THREE RIVERS ELECTRIC

BK288 PG851

BAGNALL DRIVE

SCRUGGS STATION ROAD

N E

C H

R D

D R

30' EASEMENT COLE

COUNTY SEWER

BK281 PG540

30' UTILITY & DRAINAGE

PB11 PG128

TEMPORARY CONSTRUCTION

EASEMENTS

TEMPORARY CONSTRUCTION

EASEMENTS

LEANDRA LANE

5.0'

35.0'

EASEMENT TAPERS

FOR HOUSE AND DRIVE

15 FOOT WIDE

PERMANENT EASEMENT

R.O.W.

R.O.W

R.O.W.

R.O.W

R .O

R.O.W.

EASEMENT ENDS AT ROW

40.0'

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

BP STA 10+00.00

N: 993589.26, E:1698353.65

EP STA 92+64.20

N: 994476.23, E:1705493.20

PI STA 27+48.27

N: 993760.27, E:1700093.54

PI STA 28+99.96

N: 993775.11, E:1700244.50

PI STA 30+37.65

N: 993776.91, E:1700382.18

PI STA 32+64.54

N: 993769.40, E:1700608.75

PI STA 40+74.18

N: 993662.20, E:1701411.26

PI STA 41+27.37

N: 993644.91, E:1701461.56

PI STA 41+75.45

N: 993614.26, E:1701498.60

PI STA 63+54.48

N: 994382.26, E:1703015.75

PI STA 68+96.21

N: 994886.97, E:1703212.58

PI STA 31+37.02

N: 993778.28, E:1700481.54

PI STA 42+13.10

N: 993580.05, E:1701514.33

PI STA 42+48.57

N: 993590.30, E:1701548.28

PI STA 43+97.42

N: 993648.57, E:1701685.26

PI STA 73+34.63

N: 994731.54, E:1703622.52

PI STA 80+32.55

N: 994710.49, E:1704320.12

PI STA 86+66.01

N: 994689.32, E:1704953.22

PI STA 14+70.75

N: 993635.02, E:1698822.17

PI STA 45+10.77

N: 993697.95, E:1701787.29

PI STA 48+31.22

N: 993628.12, E:1702100.03

PI STA 87+63.97

N: 994689.78, E:1705051.19

PI STA 88+25.79

N: 994678.23, E:1705111.92

PC STA 51+21.52

N: 993623.71, E:1702390.30

PC STA 88+97.40

N: 994660.24, E:1705181.23

PT STA 55+14.10

N: 993575.87, E:1702779.14

PT STA 92+53.68

N: 994483.27, E:1705485.39

M id

: 9

, E

Mid STA 90+75.54 N: 994592.58, E:1705345.43

10+00 15+00

20+00 25+00

30+00 35+00

40+00 45+00

50+00 55+00

70+00

75+00 80+00 85+00 90+00

92+64

90+00

95+00

100+00

105+00

110+00

120+00

125+00

: 9

Mid:

+3 6.9

PT: 9

.84

PC: 9

.61

Mid:

+3 6.2

M id

: 9 9+

: 1

PI: 111+50.93

PI: 119+67.65

STATION= 90+00.00

NORTHING= 994626.59

EASTING= 1705278.40

STATION= 103+72.12

NORTHING= 993944.15

EASTING= 1706446.02

0 300'

T A

N M

M A

002-CK-4

REK

PNE

JAG

FM-002CK.DWG

SCRUGGS STATION ROAD

S C

O U

Y C

D R

BAGNALL DRIVE

FAIRGROUNDS RD

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

COUNTY PARK RD

S BROOKS DRIVE

W D

LEANDRA LANE

FAIRGROUNDS RD

COUNTY PARK RD

LEANDRA LANE

CONTINUED ON 14332 - RS

600-PP-1

600-PP-2

-1

500-PP-2 500-PP-3

500-PP-4

500-PP-5

500-PP-6 500-PP-7

-8

500-PP-9

500-PP-10

500-PP-11

0 300'

E E

X X

SAN

W W

W V

SAN

SAN SH

60" C M

FL: 713.79

SAN

ITAR

Y M H

: 719.23

FL: 713.23

ELEC

SFO

R M

& TELEPH

O N

E PED

ESTAL

FEN

FM FM FM FM FM FM FM

SAN SAN SAN SAN SAN SAN

SAN SAN

12.0'

6.0'

STA 10+06.3

12 IN VALVE

OFFSET: 12.12'

N:993577.81 E:1698361.15

MATCH LINE STATION 11+50

10+00 11+00 11+50

9' of 12" FM @ -2.96%

W MAIN

18" MIN

37' of 12" FM @ -6.40%

88' of 12" F M @

-8.57%

INV=725.68'

, C

19' of 12" FM @ -3.15%

JOINT DEFLECTION INV=715.84'

STA: 10+26.00

JOINT DEFLECTION INV=718.19'

STA: 10+62.59

0 40'

N A

N D

P R

C E

M A

H A

. 1 0+

O S

. 1

500-PP-1

REK

PNE

JAG

FM-500-PP-PART 2.DWG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

PLAN NOTES:PLAN NOTES:

C411 C830

C199

JASPER LANE

L D

PHASE 1 FORCE MAIN

BARTLETT & WEST

SANITARY SEWER

PROJECT 2018-204-0

EXISTING GROUND

OVER FM

PROPOSED

12" DIP PC350

FORCE MAIN

PLAN NOTE NUMBERING IS COMMON TO ALL 500-PP PAGES, ONLY

THOSE USED LISTED AFTER 500-PP-1.

1. AIR RELEASE VALVE, VAULT, AND VENT PIPE PER DETAIL: ( C410

2. FULLY REMOVE & REPLACE EXISTING ASPHALTIC PAVEMENT AND

BASE PER DETAIL: ( C115 )

3. SANITARY FORCE MAIN TO CROSS WATER >18 INCHES BELOW

WATER MAIN, PER DETAIL:

4. CONTRACTOR MUST POTHOLE EXISTING UTILITY PRIOR TO

CONSTRUCTION, OR COORDINATE WITH EXISTING UTILITY TO

VERIFY DEPTH.

5. 6 INCH CONCRETE ENCASEMENT WITH INSULATION AT

LOCATIONS WITH LESS THAN 36" OF COVER. CONTRACTOR IS

NOT PERMITTED TO ADD LOCATIONS OF INADEQUATE COVER.

6. REMOVE AND REPLACE EXISTING CULVERTS. CONTRACTOR IS

TO MATCH EXISTING MATERIAL AND SIZE, UNLESS APPROVED BY

LAND OWNER.

7. RIP RAP IN DRAINAGE DITCH, PER SPECIFICATIONS.

8. REMOVE AND REPLACE SIDEWALK, PER DETAIL:

9. REMOVE AND REPLACE CONCRETE DRIVE, PER DETAIL:

10. REMOVE AND REPLACE GRAVEL, PER DETAIL:

11. PROPOSED BORE PIT.

12. PROTECT TREES.

13. REMOVE TREES AS NECESSARY.

14. REMOVE AND REPLACE FENCE IN KIND.

15. VALVE AND BOX, PER DETAIL

16. MILL AND OVERLAY EXISTING ASPHALT PAVEMENT, COORDINATE

WITH COLE COUNTY.

17. POINT OF BEGINNING - FORCE MAIN PHASE 2

TIE POINT TO 14332 FORCE MAIN PHASE 1 PROJECT. PROJECT

WILL BEGIN BY REMOVING CAPPED TERMINATION, AND

CONTINUING FROM THAT POINT.

MISSOURI STATE PLANE CENTRAL COORDINATES:

N: 993576.35 E: 1698353.09

CROWN ELEV: 716.03

18. TIE INTO MANHOLE, ELBOW DOWN, GRAVITY SEWER CONTINUES

ON 600-PP-1.

EXISTING CAP

BY OTHERS17

C470

R .O

.W .R .O

C150

POTENTIAL

STAGING

AREA

C115

C145

C130

ANCHOR WALL

ADDED DURING CONSTRUCTION

BETWEEN 45° ELBOWS

B/C

C405

C305

GENERAL NOTES:

1. ALL EXISTING PIPING AND UTILITIES SHALL BE

FIELD VERIFIED FOR LOCATION AND ELEVATION.

CONTACT ENGINEER IF UNKNOWN CONFLICTS

EXIST. POTHOLE ALL WATER AND SEWER LINES,

INCLUDING LATERALS.

2. INSTALL PIPING IN CONFORMANCE WITH

APPROPRIATE TRENCHING, BEDDING AND

BACKFILL REQUIREMENTS. SEE DETAILS

AND AS NEEDED

3. RESTORE ALL DAMAGED TURF AREAS WITH SEED

AND MULCH. SEE

4. PROVIDE RESTRAINED JOINTS AT ALL BENDS AND

DEFLECTIONS AND FOR 50 FT ON BOTH SIDES.

5. PROVIDE EROSION CONTROL FOR ALL

EXCAVATIONS.

6. PAVING AND RESTORATION IS INCIDENTAL TO THE

INSTALLED PIPE COST. PAVING LIMITS WHEN

CROSSING DRIVEWAYS TO EXTEND 10 FEET

PERPENDICULAR TO THE CENTER OF THE TRENCH,

UNLESS EDGE OF ROAD OR R.O.W. IS 5 TO 10 FEET

AWAY. DO NOT LEAVE SLIVERS OF PAVEMENT LESS

THAN 3 FEET WIDE.

7. INSTALLED BURY DEPTH MUST MEET THE MINIMUM

BURY DEPTH FOR MISSOURI, IN ACCORDANCE

WITH 10 CSR 20-8.125(5)(A)3, AND JEFFERSON CITY,

AS WELL AS NO UNPLANNED HIGH POINTS.

C500 C506 C507

C050

C565

C124

E E

X X

T T T

TTE E

SANSANSAN

W W W W W W W W W W W W W W

W W W

W W

W WVWV

SSSSSS

SAN

SANSAN SANSANSAN

SHED

TIE WALL

ELECTRIC TRANSFORMER& TELEPHONE PEDESTAL

FENCE FENCE

0906130001001063LOT 393 WESTVIEW HEIGHTSKLEINSCHMIT, KEVIN& SARAH5424 BAGNALL DR

0906130001001064LOT 392 WESTVIEW HEIGHTSCLINE, AUDIE G& HELEN M5422 BAGNALL DR

0906130001001065LOT 391 WESTVIEW HEIGHTSMILLER, ACKEME5420 BAGNALL DR

0906130001001066LOT 390 WESTVIEW HEIGHTSMILLER, JOHN RICHARD& JOANNE M5418 BAGNALL DR

0906130001001067LOT 389 WESTVIEW HEIGHTSHOUSER, RICHARD G5416 BAGNALL DR

0906130001001068LOT 388 WESTVIEW HEIGHTSKABLER, BRENT A5412 BAGNALL DR

0906130001001069LOT 387 WESTVIEW HEIGHTSVANSANDT, ANNA MRUMMERFIELD, DAKOTA C5410 BAGNALL DR

0906130001001070LOT 386 WESTVIEW HEIGHTSSTROBURG, CANDACE J5408 BAGNALL DR

0906130001001071LOT 385 WESTVIEW HEIGHTSMOELLER, ROBERT5406 BAGNALL DR

0906130001001072LOT 384 WESTVIEW HEIGHTSCALL, PAULA5404 BAGNALL DR

0906130001001073LOT 383 WESTVIEW HEIGHTSJORGENSEN, RICHARD A5400 BAGNALL DR

1004180003001027LOT 203 WESTVIEW HEIGHTSTAYLOR, TIMOTHY E5320 BAGNALL DR

1004180003001026LOT 202 WESTVIEW HEIGHTSC A G WESTVIEW L L C5318 BAGNALL DR

1004180003001025LOT 201 WESTVIEW HEIGHTSSULLIVAN, CYNTHIA A5316 BAGNALL DR

0906130004001011LOT 433WESTVIEW HEIGHTSRUBILAR, ROSA E5425 BAGNALL DR

0906130004001010LOT 432WESTVIEW HEIGHTSLOPEZ, VICTORCONTRERAS5421 BAGNALL DR

0906130004001009LOT 431WESTVIEW HEIGHTSGELBER, KAREN& CHARLES B5419 BAGNALL DR

0906130004001008LOT 430WESTVIEW HEIGHTSPHILLIPS, LINDA5417 BAGNALL DR

0906130004001007LOT 429WESTVIEW HEIGHTSSPILLANE, MICHAEL J5415 BAGNALL DR

0906130004001006LOT 428WESTVIEW HEIGHTSBECKWITH, THOMAS RYAN5411 BAGNALL DR

0906130004001005LOT 427WESTVIEW HEIGHTSMANN, J & K PROPERTIES L L C5409 BAGNALL DR(325 HARWOOD ST,HOLTS SUMMIT, MO 65043)

0906130004001004LOT 426WESTVIEW HEIGHTSWHITTLE, JANET L5407 BAGNALL DR

0906130004001003LOT 425WESTVIEW HEIGHTSOSBORN, KAYLLA5405 BAGNALL DR

0906130004001002LOT 424WESTVIEW HEIGHTSBAKER, SHAWN K& JEROMY S5403 BAGNALL DR

0906130004001001LOT 423WESTVIEW HEIGHTSDUDENHOEFFER,CHARLES J & VERA M1600 NORTHWAY DR

1004180003002013LOT 204WESTVIEW HEIGHTSBOEHMER, MEGAN SEVERETT, AUSTIN J5319 BAGNALL DR

1004180003002012LOT 205WESTVIEW HEIGHTSKNAUS, NANCY5317 BAGNALL DR

1004180003002011

WESTVIEW HEIGHTSSHAW, CONNIE A5315 BAGNALL DR

740 750

736 73

8 739 741 74 2 743

747 748 749 751

760751 752 753 754

11.6'

6.0'

12.4'

SANITARY MHT - 741.43

FL - 735.63

SANITARY MHT - 750.30

FL - 742.30

OUT FL - 741.90

SANITARY MHT - 754.78

FL - 745.98

LAMP HOLE

T - 761.66

SANITARY MHT - 757.12

IN FL - 752.52OUT FL - 749.22

6.0'

STA 17+88.5, 11.0'

12 IN 22.5 ELBOW

STA 18+31.6, -6.0'

12 IN 22.5 ELBOW

STA 19+42.4

12 IN ARV

OFFSET: -6.00'

N:993687.23

E:1699290.92

11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00

FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM

C H

11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50

W LINE

45' of 12" FM @ -1.47% 109' of 12" FM @ -1.47%

8' of 12" FM @ 2.21%

397' of 12" FM @ -2.16%

76' of 12" FM @ -4.52%

, C L:

A R

V, C

W MAIN

18" MIN

EL=753.03'

EL=760.52' EL=760.37'

INV=725.68'

INV=753.20'

JOINT DEFLECTION INV=732.60'

STA: 12+26.51

JOINT DEFLECTION INV=738.98'

STA: 13+14.14

88' of 12" FM @ 7.29%

77' of 12" F M @

9.04%

0 40'

N A

N D

P R

C E

M A

H A

. 1 1+

O S

. 1

500-PP-2

REK

PNE

JAG

FM-500-PP-PART 2.DWG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

BAGNALL DRIVE

N O

D R

EXISTING GROUND

OVER FM

PROPOSED

12" DIP PC350

FORCE MAIN

R.O.W.

POTENTIAL

STAGING

AREA

PLAN NOTES:PLAN NOTES:

ASPH. WEST ASPH. EAST

BOTTOM OF

FLANGE

C411 C830

C199

PLAN NOTE NUMBERING IS COMMON TO ALL 500-PP PAGES, ONLY

THOSE USED LISTED AFTER 500-PP-1.

1. AIR RELEASE VALVE, VAULT, AND VENT PIPE PER DETAIL: ( C410

2. FULLY REMOVE & REPLACE EXISTING ASPHALTIC PAVEMENT AND

BASE PER DETAIL: ( C115 )

3. SANITARY FORCE MAIN TO CROSS WATER >18 INCHES BELOW

WATER MAIN, PER DETAIL:

4. CONTRACTOR MUST POTHOLE EXISTING UTILITY PRIOR TO

CONSTRUCTION, OR COORDINATE WITH EXISTING UTILITY TO

VERIFY DEPTH.

16. MILL AND OVERLAY EXISTING ASPHALT PAVEMENT, COORDINATE

WITH COLE COUNTY.

C470

C115

B/C

FM 4 BORE

GENERAL NOTES:

1. ALL EXISTING PIPING AND UTILITIES SHALL BE

FIELD VERIFIED FOR LOCATION AND ELEVATION.

CONTACT ENGINEER IF UNKNOWN CONFLICTS

EXIST. POTHOLE ALL WATER AND SEWER LINES,

INCLUDING LATERALS.

2. INSTALL PIPING IN CONFORMANCE WITH

APPROPRIATE TRENCHING, BEDDING AND

BACKFILL REQUIREMENTS. SEE DETAILS

AND AS NEEDED

3. RESTORE ALL DAMAGED TURF AREAS WITH SEED

AND MULCH. SEE

4. PROVIDE RESTRAINED JOINTS AT ALL BENDS AND

DEFLECTIONS AND FOR 50 FT ON BOTH SIDES.

5. PROVIDE EROSION CONTROL FOR ALL

EXCAVATIONS.

6. PAVING AND RESTORATION IS INCIDENTAL TO THE

INSTALLED PIPE COST. PAVING LIMITS WHEN

CROSSING DRIVEWAYS TO EXTEND 10 FEET

PERPENDICULAR TO THE CENTER OF THE TRENCH,

UNLESS EDGE OF ROAD OR R.O.W. IS 5 TO 10 FEET

AWAY. DO NOT LEAVE SLIVERS OF PAVEMENT LESS

THAN 3 FEET WIDE.

7. INSTALLED BURY DEPTH MUST MEET THE MINIMUM

BURY DEPTH FOR MISSOURI, IN ACCORDANCE

WITH 10 CSR 20-8.125(5)(A)3, AND JEFFERSON CITY,

AS WELL AS NO UNPLANNED HIGH POINTS.

C500 C506 C507

C050

C565

X X X X X X X X

XXX

T T

E E E E E E E E E E E E E E E

SAN

SSSAN

SAN

W W W W W W W W W W W W W W W W W W

WW W

W W

SSSS SS

SANSANSANSANSAN

SAN

SANSANSANSANSANSANSAN

FIRE PIT

SHED

CONCRETE

BLOCK WALL

ROCK WALL

PROPANE TANK SHED

ELECTRIC TRANSFORMER& TELEPHONE PEDESTAL

FENCE FENCE

SANITARY MHRIM: 757.47

FL: 748.37

BEYER, CHRISTOPHER & COURTNEY5218 SHADOW CT, JEFFERSON CITY

1004180003001017LOT 193 WESTVIEW HEIGHTSMOFFAT, RICHARD H& MELANIE G5216 BAGNALL DR

1004180003001016LOT 192 WESTVIEW HEIGHTSHOOVER, JOSHUA& CASEY LEE5214 BAGNALL DR

1004180003001015LOT 191 WESTVIEW HEIGHTSMITCHELL, CAROL LMITCHELL, CARL D5212 BAGNALL DR

1004180003001014LOT 190 WESTVIEW HEIGHTSA & J MO L L C5210 BAGNALL DR

1004180003001013LOT 189 WESTVIEW HEIGHTSSTROBEL, PHILLIP5208 BAGNALL DR

1004180003001027LOT 203 WESTVIEW HEIGHTSTAYLOR, TIMOTHY E5320 BAGNALL DR

1004180003001026LOT 202 WESTVIEW HEIGHTSC A G WESTVIEW L L C5318 BAGNALL DR

1004180003001025LOT 201 WESTVIEW HEIGHTSSULLIVAN, CYNTHIA A5316 BAGNALL DR

1004180003001024LOT 200 WESTVIEW HEIGHTSPASTOR, SILVANO APOLINAR5314 BAGNALL DR

1004180003001023LOT 199 WESTVIEW HEIGHTSCOCKRUM, DANNIE R JR& GRISELDA C5312 BAGNALL DR

1004180003001022LOT 198 WESTVIEW HEIGHTSWHALEN, RACHAEL L& JOSEPH A5308 BAGNALL DR

1004180003001021LOT 197 WESTVIEW HEIGHTSH 2 O P PINVESTMENTS L L C5306 BAGNALL DR

1004180003001020LOT 196 WESTVIEW HEIGHTSENGELAGE, GARY W5304 BAGNALL DR

1004180003001019LOT 195 WESTVIEW HEIGHTSFELTZ, CHRISTOPHER E5302 BAGNALL DR, JEFFERSON CITY

1004180003001018LOT 194 WESTVIEW HEIGHTSWHITIS, REX A & DEBORAH S5220 BAGNALL DR, JEFFERSON CITY

1004180003002013

WESTVIEW HEIGHTSBOEHMER, MEGAN SEVERETT, AUSTIN J5319 BAGNALL DR

1004180003002012LOT 205WESTVIEW HEIGHTSKNAUS, NANCY5317 BAGNALL DR

1004180003002011LOT 206WESTVIEW HEIGHTSSHAW, CONNIE A5315 BAGNALL DR

1004180003002010LOT 207WESTVIEW HEIGHTSSCOTT, SHIRLEY A5313 BAGNALL DR

1004180003002009LOT 208WESTVIEW HEIGHTSWOODRUFF, ROSEMARY L5311 BAGNALL DR

1004180003002008LOT 209WESTVIEW HEIGHTSTRAUTMAN, DILLON C5309 BAGNALL DR

1004180003002007LOT 210WESTVIEW HEIGHTSMORRISON, REBECCA D5305 BAGNALL DR

1004180003002006LOT 204WESTVIEW HEIGHTSSAILING, REBECCA LYNN& ROBERT PAUL5303 BAGNALL DR

1004180003002005LOT 212WESTVIEW HEIGHTSWEBB, GLEN D& KAY ELIZABETH5221 BAGNALL DR 1004180003002004LOT 213WESTVIEW HEIGHTSMAYS, LARRY W& MARY E5219 BAGNALL DR

1004180003002003LOT 214WESTVIEW HEIGHTSSCOTT, ROXANNE5215 BAGNALL DR

1004180003002002LOT 215WESTVIEW HEIGHTSHAMMOND, CHARLES L& JEANNE R5213 BAGNALL DR

1004180003002001LOT 216WESTVIEW HEIGHTSSHANKS, JOSEPH W& JOHNNA I1600 STARLITE DR

0 75575

0760 765

747747

748748

74974975 1 75175

2 75375

7 75775

1 762

769 77

10.2'

6.0'

LAMP HOLE

SANITARY MHT - 757.12

IN FL - 752.52OUT FL - 749.22

SANITARY MHT - 746.15

FL - 735.85

DROP INLET15" HDPE

T - 746.39

FL - 741.78

18" HDPE

FL = 739.81

66" CMP

FL = 735.27

66" CMP

FL = 737.45

SANITARY MHT - 747.33

FL - 738.93

OUT FL - 738.33

SANITARY MHT - 754.12

IN FL - 746.52OUT FL - 746.22

SANITARY MHT - 779.01

IN FL - 774.21OUT FL - 773.81

STA 19+42.4

12 IN ARV

OFFSET: -6.00'

N:993687.23

E:1699290.92

19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

C H

19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+50

2.29'

W LINE

289' of 12" FM @ -0.35%

214' of 12" FM @ 4.11%

34' of 12" FM @ -3.22%

INV=753.17'

INV=759.24'

JOINT DEFLECTION INV=743.30'

STA: 25+55.70

JOINT DEFLECTION INV=742.30'

STA: 22+66.58

101' of 12" FM @ 2.04%

39' of 12" FM @ -8.91%

85' of 1 2" F

M @ -1

0.89%

JOINT DEFLECTION INV=744.36'

STA: 21+65.62

JOINT DEFLECTION INV=744.38'

STA: 25+89.35

JOINT DEFLECTION INV=746.61'

STA: 26+26.41

37' of 12" FM @ -6.00%

JOINT DEFLECTION INV=750.03'

STA: 26+64.78

W W W W W

W SS SANSAN

SAN

747747

24+00 24+50

FM FM FM FM

0 40'

N A

N D

P R

C E

M A

H A

. 1 9+

O S

. 2

500-PP-3

REK

PNE

JAG

FM-500-PP-PART 2.DWG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

BAGNALL DRIVE

EXISTING GROUND

OVER FM

PROPOSED

12" DIP PC350

FORCE MAIN

8" SAN

66" ST

SEE DETAIL 1

ENCASEMENT LENGTH

BASED ON COVER, ±110'

DESCRIPTION OF WORK:

CUT THE EXISTING 15" STORM PIPE TO THE WIDTH OF THE TRENCH, THEN

CAP, FILL, AND ABANDON. THE INLET ON THE SOUTH SIDE OF THE ROAD

WILL CONTINUE TO DRAIN SOUTH.

CONNECT NEW 15" STORM PIPE FROM THE NORTH INLET TO NEAR THE

OPENING OF THE 66" STORM PIPE. INCIDENTAL TO THE STORM LINE, 15

FOOT BY 15 FOOT AREA OF RIP RAP AT THE END OF THE NEW 15" STORM

OUTLET, CENTERED ON THE EXISTING 66" STORM PIPE.

15" ST

TO BE

REMOVED

R.O.W.

R.O.W. R.O.W.

R.O.W.

PLAN NOTES:

C199

PLAN NOTE NUMBERING IS COMMON TO ALL 500-PP PAGES, ONLY

THOSE USED LISTED AFTER 500-PP-1.

2. FULLY REMOVE & REPLACE EXISTING ASPHALTIC PAVEMENT

AND BASE PER DETAIL:

4. CONTRACTOR MUST POTHOLE EXISTING UTILITY PRIOR TO

CONSTRUCTION, OR COORDINATE WITH EXISTING UTILITY TO

VERIFY DEPTH.

5. 6 INCH CONCRETE ENCASEMENT WITH INSULATION AT

LOCATIONS WITH LESS THAN 36" OF COVER. CONTRACTOR IS

NOT PERMITTED TO ADD LOCATIONS OF INADEQUATE COVER.

7. MODOT TYPE 2 ROCK BLANKET, PER SPECIFICATIONS.

C115

FL - 741.78

FL - 741.70

B/C

C305

GENERAL NOTES:

1. ALL EXISTING PIPING AND UTILITIES SHALL BE

FIELD VERIFIED FOR LOCATION AND ELEVATION.

CONTACT ENGINEER IF UNKNOWN CONFLICTS

EXIST. POTHOLE ALL WATER AND SEWER LINES,

INCLUDING LATERALS.

2. INSTALL PIPING IN CONFORMANCE WITH

APPROPRIATE TRENCHING, BEDDING AND

BACKFILL REQUIREMENTS. SEE DETAILS

AND AS NEEDED

3. RESTORE ALL DAMAGED TURF AREAS WITH SEED

AND MULCH. SEE

4. PROVIDE RESTRAINED JOINTS AT ALL BENDS AND

DEFLECTIONS AND FOR 50 FT ON BOTH SIDES.

5. PROVIDE EROSION CONTROL FOR ALL

EXCAVATIONS.

6. PAVING AND RESTORATION IS INCIDENTAL TO THE

INSTALLED PIPE COST. PAVING LIMITS WHEN

CROSSING DRIVEWAYS TO EXTEND 10 FEET

PERPENDICULAR TO THE CENTER OF THE TRENCH,

UNLESS EDGE OF ROAD OR R.O.W. IS 5 TO 10 FEET

AWAY. DO NOT LEAVE SLIVERS OF PAVEMENT LESS

THAN 3 FEET WIDE.

7. INSTALLED BURY DEPTH MUST MEET THE MINIMUM

BURY DEPTH FOR MISSOURI, IN ACCORDANCE

WITH 10 CSR 20-8.125(5)(A)3, AND JEFFERSON CITY,

AS WELL AS NO UNPLANNED HIGH POINTS.

C500 C506 C507

C050

C565

16. MILL AND OVERLAY EXISTING ASPHALT PAVEMENT, COORDINATE

WITH COLE COUNTY.

SEE 500-STM-1

STA. 24+00

DETAIL 1 - STORM WORK

1" = 20'

SEE 500-STM-1

FOR WORK TO

THE SOUTH

REMOVE

ABANDON

C124

SEE 500-STM-1

FOR WORK TO

THE SOUTH

E E

XXX

X X

X X X

T W

SS SS

T T

E E

E E E E E E

E E

SANSANSANSAN

SANSAN

T T T T T

T T

W W

W W W

W W W W W W

W W

WVWV SS

SANSAN

SAN

BURN PIT

SHED

PLANTER

VERSA-LOK WALLS

TIE WALLS SHED

PLANTER

SHED

SATELLITE DISH

VERSA-LOK

WALL

FENCE

1004180003001007

LOT 83 WESTVIEW HEIGHTS

BEYER, CHRISTOPHER & COURTNEY

5218 SHADOW CT, JEFFERSON CITY

1004180003001008

LOT 84 WESTVIEW HEIGHTS

THOMPSON, CAROLINE & STEVEN

5217 SHADOW CT, JEFFERSON CITY

1004180003001015

LOT 191 WESTVIEW HEIGHTS

MITCHELL, CAROL L

MITCHELL, CARL D

5212 BAGNALL DR

1004180003001014

LOT 190 WESTVIEW HEIGHTS

A & J MO L L C

5210 BAGNALL DR

1004180003001013

LOT 189 WESTVIEW HEIGHTS

STROBEL, PHILLIP

5208 BAGNALL DR

1004180003001012

LOT 188 WESTVIEW HEIGHTS

M M M G INVESTMENTS L L C

5204 BAGNALL DR

1004180003001011

LOT 187 WESTVIEW HEIGHTS

GARMON, AARON

& CARRIE

5202 BAGNALL DR

1004180004001013

LOT 141A WESTVIEW HEIGHTS

ELLSWORTH, JOSEPH

1514 WESTVIEW DR, JEFFERSON CITY

1004180004001012

LOT 90 WESTVIEW HEIGHTS

GUPTA, SANJAY & VIMAL CHITRA SANJAY

1510 WESTVIEW DR, JEFFERSON CITY

1004180004001015

LOT 185 WESTVIEW HEIGHTS

WEBER, C ENTERPRISES L L C

1513 WESTVIEW DR, JEFFERSON CITY

1004180004001014

LOT 184 WESTVIEW HEIGHTS

GUASTADISEGNI, ANTHONY & JESSICA

1515 WESTVIEW DR, JEFFERSON CITY

1004180004001037

LOT 184 WESTVIEW HEIGHTS

POLLITT, BRIAN

5112 BAGNALL DR

1004180004001038

LOT 267 WESTVIEW HEIGHTS

FISHER, JONATHAN

5110 BAGNALL DR 1004180004001039

LOT 268 WESTVIEW HEIGHTS

WALKER, JOHN A & FARMER, HOLLY S

5108 BAGNALL DR

1004180004001040

LOT 269 WESTVIEW HEIGHTS

LONG, CATHERINE

5104 BAGNALL DR

1004180004001041

LOT 270 WESTVIEW HEIGHTS

JOHNSON, PAULA V

5102 BAGNALL DR

1004180004001042

LOT 271 WESTVIEW HEIGHTS

MCGAUGHEY, KIMBERLY

& ROBERT

5100 BAGNALL DR

1510 FAIRLAWN CT, JEFFERSON CITY

LOT 122 WESTVIEW HEIGHTS

CLARK, GERALD

MAIL: 2118 TIMBER RD APT 5,

JEFFERSON CITY, MO 65101

1004180004001034

LOT 121 WESTVIEW HEIGHTS

GOODIN, LEAH & JOSHUA

1514 FAIRLAWN CT

1004180004001035

1516 FAIRLAWN CT, JEFFERSON CITY

LOT 120 WESTVIEW HEIGHTS

CLARK, GERALD

MAIL: 2118 TIMBER RD APT 5,

JEFFERSON CITY, MO 65101

LOT 119 WESTVIEW HEIGHTS

WENZEL, JOSEPH A & MEGAN M

1004180003002001

LOT 216

WESTVIEW HEIGHTS

SHANKS, JOSEPH W

& JOHNNA I

1600 STARLITE DR

1004180003003002

LOT 217/218

WESTVIEW HEIGHTS

KEMPKER, JARED

5205 BAGNALL DR

1004180003003001

LOT 218

WESTVIEW HEIGHTS

M I C O DEVELOPMENT L L C

5203 BAGNALL DR

(PO BOX 104503)

1004180004002013

LOT 142A

WESTVIEW HEIGHTS

HUBBARD, BRENDA K

1602 WESTVIEW DR

1004180004002012

LOT 179

WESTVIEW HEIGHTS

MOFFAT, RICHARD H

& MELANIE G

1601 WESTVIEW DR

1004180004002011

LOT 180

WESTVIEW HEIGHTS

MOORE, SUSAN L L C

5115 BAGNALL DR

1004180004002010

LOT 181

WESTVIEW HEIGHTS

JONES, AMANDA

5113 BAGNALL DR

1004180004002009

LOT 182

WESTVIEW HEIGHTS

HIGGINS, CHRISTOPHER D

& NEVELYN G

5111 BAGNALL DR

1004180004002008

LOT 183

WESTVIEW HEIGHTS

TIMMONS, ERIC

5109 BAGNALL DR

1004180004002007

LOT 348

WESTVIEW HEIGHTS

KLASS, KIMBERLY G

5105 BAGNALL DR

1004180004002006

LOT 347

WESTVIEW HEIGHTS

OCHS, CALVIN M & EVA J

5103 BAGNALL DR

1004180004002005

WESTVIEW HEIGHTS

MILLS, BRET R

5101 BAGNALL DR

769 77

3 774 77 6 777

78077

6.0'

SANITARY MH

T - 779.01

IN FL - 774.21

OUT FL - 773.81

SANITARY MH

T - 784.20

FL - 778.10

SANITARY MH

T - 777.25

IN FL = 766.55

IN FL - 766.45

OUT FL = 766.35

GRATE INLET

T - 775.94

FL = 770.50

OUT FL = 770.46

48" CMP

FL = 768.70

STA 30+37.9, -6.0'

12 IN 11.25 ELBOW

STA 30+92.5, 6.0'

12 IN 11.25 ELBOW

STA 31+37.3, 6.0'

12 IN 11.25 ELBOW

STA 30+32.7

12 IN ARV

OFFSET: -6.04'

N:993782.88

E:1700377.19 786

3.6

4.8°

27+00 27+50

28+00 28+50

29+00 29+50 30+00 30+50

31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00FM

FM FM FM FM

C H

Station

27+50 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 35+50

W LINE

A R

V, C

O W

, C L:

W , C

127' of 12" FM @ 3.57%66' of 12" FM @ -4.58%

43' of 12" FM @ 0.80%

76' of 12" FM @ 1.12%

55' of 12" FM @ 0.80%

4' of 12" FM @ 0.80%

72' of 12" FM @ -0.58%

31' of 12" FM @ -1.47%

W MAIN

18" MIN

EL=785.45' EL=785.57'

EL=776.79'

92' of 12" F M @

-9 .66%

INV=759.47'

INV=774.77'

JOINT DEFLECTION INV=772.55'

STA: 29+00.00

JOINT DEFLECTION INV=771.82'

STA: 32+64.35

JOINT DEFLECTION INV=772.55'

STA: 34+08.35

JOIN DEFLECTION INV=772.97'

ELBOW OR OVER MULTIPLE JOINTS

STA: 34+80.81

JOINT DEFLECTION INV=768.31'

STA: 28+42.04

JOINT DEFLECTION INV=775.55'

STA: 29+64.89

67' of 12" FM @ -2.30%

58' of 12" FM @ -7.32%

EL=773.81'

38' of 12" FM @ -3.56%

68' of 12" FM @ -2.32%

JOINT DEFLECTION INV=770.97'

STA: 33+40.26 JOINT DEFLECTION INV=773.42'

STA: 35+11.46

0 40'

N A

N D

P R

C E

M A

H A

. 2 7+

O S

. 3

500-PP-4

REK

PNE

JAG

FM-500-PP-PART 2.DWG

Drawing No.

Checked By

Filename

Approved By

Project No.

Drawn By

R ev is io n N um be r R ev is io n

D es cr ip tio n

D ra w n

By D at e

C he ck ed

Sheet No.

Project Date

Y O

Y, M

O W

F O

R C

E M

(P R

C T

N C

Y, M O

14332

MARCH 2026

DONOHUE & ASSOCIATES

MO STATE CERTIFICATE

OF AUTHORITY #2003009977

12400 OLIVE BLVD, SUITE 120

ST. LOUIS, MO 63141

636-400-7044

CHRISTOPHER SAFFORD

CIVIL

MO #2010011674

EXPIRES 12/31/2026

CHRISTOPHER

MICHAEL

SAFFORD

NUMBER

PE-2010011674

PRO

FESS IONAL EN

UOS

SIMFOETATS

03/27/26

PLAN NOTES:PLAN NOTES:

BAGNALL DRIVE

D R

W D

E W

D R

EXISTING GROUND

OVER FM

PROPOSED

12" DIP PC350

FORCE MAIN

48" ST

24" ST

R.O.W.

4 3

C411 C830

C199

PLAN NOTE NUMBERING IS COMMON TO ALL 500-PP PAGES, ONLY

THOSE USED LISTED AFTER 500-PP-1.

1. AIR RELEASE VALVE, VAULT, AND VENT PIPE PER DETAIL: ( C410

2. FULLY REMOVE & REPLACE EXISTING ASPHALTIC PAVEMENT AND

BASE PER DETAIL: ( C115 )

3. SANITARY FORCE MAIN TO CROSS WATER >18 INCHES BELOW

WATER MAIN, PER DETAIL:

4. CONTRACTOR MUST POTHOLE EXISTING UTILITY PRIOR TO

CONSTRUCTION, OR COORDINATE WITH EXISTING UTILITY TO

VERIFY DEPTH.

16. MILL AND OVERLAY EXISTING ASPHALT PAVEMENT, COORDINATE

WITH COLE COUNTY.

C470

C115

ARV VENT

ROUTED NEXT TO

STOP SIGN

B/ C

BORE FM 5

GENERAL NOTES:

1. ALL EXISTING PIPING AND UTILITIES SHALL BE

FIELD VERIFIED FOR LOCATION AND ELEVATION.

CONTACT ENGINEER IF UNKNOWN CONFLICTS

EXIST. POTHOLE ALL WATER AND SEWER LINES,

INCLUDING LATERALS.

2. INSTALL PIPING IN CONFORMANCE WITH

APPROPRIATE TRENCHING, BEDDING AND

BACKFILL REQUIREMENTS. SEE DETAILS

AND AS NEEDED

3. RESTORE ALL DAMAGED TURF AREAS WITH SEED

AND MULCH. SEE

4. PROVIDE RESTRAINED JOINTS AT ALL BENDS AND

DEFLECTIONS AND FOR 50 FT ON BOTH SIDES.

5. PROVIDE EROSION CONTROL FOR ALL

EXCAVATIONS.

6. PAVING AND RESTORATION IS INCIDENTAL TO THE

INSTALLED PIPE COST. PAVING LIMITS WHEN

CROSSING DRIVEWAYS TO EXTEND 10 FEET

PERPENDICULAR TO THE CENTER OF THE TRENCH,

UNLESS EDGE OF ROAD OR R.O.W. IS 5 TO 10 FEET

AWAY. DO NOT LEAVE SLIVERS OF PAVEMENT LESS

THAN 3 FEET WIDE.

7. INSTALLED BURY DEPTH MUST MEET THE MINIMUM

BURY DEPTH FOR MISSOURI, IN ACCORDANCE

WITH 10 CSR 20-8.125(5)(A)3, AND JEFFERSON CITY,

AS WELL AS NO UNPLANNED HIGH POINTS.

C500 C506 C507

C050

C565

SEE 500-STM-1

STA. 34+50

WATER SERVICES MAY

NEED TO BE RELOCATED ENCASEMENT LENGTH

BASED ON COVER, ±100' 5

5. 6 INCH CONCRETE ENCASEMENT WITH INSULATION AT

LOCATIONS WITH LESS THAN 36" OF COVER. CONTRACTOR IS

NOT PERMITTED TO ADD LOCATIONS OF INADEQUATE COVER.

C305

SEE 500-STM-1

STA. 34+50

SAN

9.35'

19.91'

3.39'

42+50

43+00

43+50FM

O H

OHE

O H

X X X

T T

E E E

T T

W W

W W W

W W

SAN

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 31, 2026.