MEMORANDUM - modot.org

MEMORANDUM

Missouri Department of Transportation

DATE: April 20, 2018 TO: Thomas Blair, P.E. District Engineer FROM: Thomas Montes-De-Oca, P.E. Project Manager SUBJECT: District SL - Design Route P, St. Louis County Pavement Rehabilitation and Sidewalk Improvements Job No. J6S3273 Conceptual Study Report

REMARKS

Major Route Minor Route DESIGN TRAFFIC CONCEPTUAL COST (1) ADT (2016) = 15004 Construction: $5,371,641.41 ADT (2019) = 15230 PE: $483,447.73 ADT (2039) = 16828 CE: $376,014.90 % Trucks = 5% Right of Way: $240,751.35 Operational (Posted) Speed = 40 MPH Utilities: $50,000.00 Project Total: $6,524,855.39

(1)Assumptions made preparing the engineer’s opinion of probable cost: • Used SET form quantities for pavement repair • Used SET form for pavement selection • Replaced all curb and gutter within project limits • Replaced all raised asphalt shoulder not being removed for sidewalk (assumed A3 Shoulder) • Added all new ped heads, push buttons, posts, signs etc at each crossing (including conduit, cable

and pull boxes back to the cabinet) • Full signal replacement at MO 366 & Route P • Assumed 8-inch Concrete Sidewalk on bus stop pads and other locations that might occasionally

receive vehicular traffic (near driveways) • Assumed cost for right-of-way was $20/SF and $5/SF for temporary construction

easement.

Page 2 April 20, 2018 J6S3273

EXISTING FACILITIES

Beginning Log Mile

Pavement Year Built

Roadbed Width

Min. R/W Width

Access Control Width Type

0.000-1.991 48’ 9’ Reinforced Concrete under

Asphalt Overlay

1960 68’ 90’ No

1.991-2.144 60’ 9’ Reinforced Concrete under

Asphalt Overlay

1960 76’ 80’ No

PROPOSED DESIGN CRITERIA

Functional

Classification Design Speed

No. & Width Of Lanes

Roadbed Width

Right of Way Width Control

Minor Arterial 40 4-5 Lanes – 12’ 68-76’ 80-90’ Normal

PROPOSED DESIGN

This project consists of coldmilling and resurfacing all lanes of Route P (Mackenzie Road) from the north edge line of MO 30 (Gravois Road) to the south edge of MO 366 (Watson Road). The project will also replace or add concrete sidewalk to both sides of Route P within the same project limits. The only exception is on the west side of Route P adjacent to Resurrection Cemetery. No sidewalks will be added in this area, unless to provide access to a Metro bus stop. In some locations, the existing 7-ft wide raised asphalt shoulder will be removed to provide a 6-ft sidewalk adjacent to the new curb and gutter, especially in areas where parking is prohibited or low parking demands. In locations where there is a high demand for street parking, sufficient right-of-way, and reasonable grades, the raised asphalt shoulder is being replaced (due to condition) and a proposed 5-ft sidewalk is being offset from the raised shoulder. There are sections on Route P, such as from Gramond to Heege, whose residents regularly park on the raised shoulder, but the proposed design still removes the raised shoulder and replaces it with sidewalk. For these sections, an offset sidewalk does not appear to be feasible due to existing grades and/or right-of-way. However, these areas will need further analysis and survey to rule out feasibility. For all the locations where sidewalk replaces the raised shoulder, the team should consider pursuing parking restrictions to discourage motorists from either parking on the new sidewalk or blocking the right lane of Route P. Approximately three to four Metro bus stops, as shown on the attached plans, are proposed to be slightly relocated to provide better accessibility. These are only suggestions and will need to be fully coordinated with Metro before final design.

Page 3 April 20, 2018 J6S3273

The project also includes full signal replacement and accessibility improvements for pedestrians for the intersection of MO 366 and Route P. Future studies are planned for this intersection. However, the conceptual estimate assumes that all configurations/layout remain substantially the same, and it is a simple replacement of existing conditions. All curb and gutter along Route P will be removed and replaced with either a vertical (where the proposed sidewalk is adjacent to curb) or mountable curb (where parking is allowed and there is a raised asphalt shoulder).

RIGHT OF WAY

Additional right-of-way (6,862 SF) and temporary construction easement (20,702 SF) will be necessary to construct the sidewalk along Route P from a total of sixty-nine (69) parcels. Where new right-of-way is being purchased, it will include the full width of the new sidewalk plus an additional one foot outside the edge of sidewalk. It should also be noted that part or all of the existing raised shoulder, existing curb ramps, existing signals, part of the existing roadway is currently outside of right-of-way on the east side of Route P from Gramond Drive to Heege Road. In this area, it is necessary to acquire right-of-way whether or not sidewalk is added. Thirteen (13) residential parcels will need both new R/W and temporary construction easement. Another five (5) residential and two (2) commercial parcels will require only new R/W. Another forty-two (42) residential and seven (7) commercial parcels will require only temporary construction easement.

ACCIDENT DATA AND SAFETY ENHANCEMENTS

Project Accident Rate – 719.44 A summary of accident data is attached. Statewide rate for a similar class of roadway - 525.37 Locations within or adjacent to the project limits which are on the “High Severity Location Lists” in the TMS database – N/A

POSSIBLE DESIGN EXCEPTIONS Vertical Alignment The sag curve located between station 37+41 and station 40+41 does not meet the

AASHTO Green Book (6th Edition) design control for sag vertical curves (Table 3-36) which uses headlight sight distance as the controlling factor. For a K value of 64 and the approach grades, the required length of curve would be 826 feet. The scope of this project will only coldmill and resurface the roadway of Route P. Therefore, no improvements to this vertical curve will be added to this project.

Page 4 April 20, 2018 J6S3273

Lateral Offset to Obstruction Existing/Proposed Retaining Wall There is an existing 2-3’ retaining wall on the east side of

Route P adjacent to Our Redeemer Cemetery. The wall terminates at a private driveway. Near the end of the wall, there are also a signal post on a concrete base and a utility pole. This project will widen the sidewalk to 6-ft. This will require an approximately 3-4ft wall. The signal post and possibly the utility pole will need to be relocated.

According to AASHTO Roadside Design Guide Table 3-1,

the suggested clear zone width is 16-18ft from edge of travel way. However, chapter 10 of the Roadside Design Guide also states these guidelines are “…for rural highways, Interstates, and freeways where speed are generally higher–approaching or exceeding 50 mph – and vehicles operating under free-flow conditions.” It goes on to state, “for arterials and non-controlled access facilities in an urban environment …establishing a clear zone using the guidance from Chapter 3 is not practical.” It suggests that a 4 to 6-ft lateral offset to obstructions is a more appropriate guide for urban environments.

However, considering the probably higher speeds and free-operating condition of evening

and over-night hours, the exposed end of the retaining wall should be protected if at all feasible. Because of the limited space, the recommendation would be to construct a sloped concrete end treatment (barrier height transition) and steepen the back slope behind the wall to the limits of existing right-of-way, if possible. Survey and further engineering will be necessary to determine if this is feasible. It should be noted that AASHTO’s Roadside Design Guide allow this treatment for speeds of 40 mph or less, while MoDOT Standard Plans states that “height transitions shall not be used in locations here the posted speed is greater than 35MPH.”

Utility Poles Wooden utility poles, occurring every 175-200’, are present along Route P. All appear to

be within 16’ of the travel way. However, like above, the Roadside Design Guide suggests that a 4 to 6-ft lateral offset to obstructions is a more appropriate guide for urban environments. The scope of the project does NOT include moving the poles, unless required by ADA.

Minimum Turning Radii – MO 30 (Gravois) and RT P Using Autoturn, a WB-67 design vehicle was run for the following movements: (1) Westbound Gravois to Northbound Route P, and (2) Southbound Route P to Westbound Gravois

Page 5 April 20, 2018 J6S3273

For movement #1, the WB-67 truck was not able to make this movement even with

occupying both shared thru/right turn, left thru, and left turn lane. However, it would require relocating signals, curb ramp, utilities and buying right-of-way (which could potentially mean business buy-out) to provide accommodation for a WB-67.

For movement #2, the WB-67 truck can make this movement. However, it requires the truck to occupy its shared thru/right turn lane, all of the left thru lane and part of the left turn lane.

See Exhibit A (1 of 4) for more details. Minimum Turning Radii – MO 366 (Watson) and RT P Using Autoturn, a WB-67 design vehicle was run for the following movements: (1) Westbound Watson to Northbound “Shopping center” (2) Northbound Route P to Westbound Watson (3) Eastbound Watson to Southbound Route P (4) Southbound Shopping center to Eastbound Watson (5) Eastbound Watson to Northbound Shopping center (6) Northbound Route P to Eastbound Watson (7) Southbound Shopping center to Westbound Watson (8) Westbound Watson to Southbound Route P For all movements, the WB-67 truck can make this movement with occupying its turn lane

and/or partially occupying an adjacent lane. However, movements 4, 6, and 8 have dual turn lanes and do not allow two WB-67 trucks to simultaneously make these movements.

See Exhibit A for more details. As stated above, future studies are planned for this

intersection. Those studies should consider, if dual turn lanes are required, whether or not simultaneous truck movement should to be included in the scope of the final design.

UTILITIES

Gas Spire has several 2”, 6”, and 20” gas lines that run underneath areas of proposed resurfacing, sidewalk additions, and within construction limits. In addition, several gas valves are located within areas of proposed resurfacing, sidewalk, curb ramps, and raised shoulders that may need adjusting. Electric Several wooden power poles along sidewalks and at intersections will have to be relocated in order to meet ADA requirements (approximately 18). In addition, the signal at MO 366 and Route P will be completely removed and replaced. Coordination with Ameren will need to take place to construct a new power supply.

Page 6 April 20, 2018 J6S3273

Water For the majority of the project, an 8” water main runs along the west side of Route P, which could potentially interfere with some of the sidewalk addition and resurfacing along this side. From Rhodes Ave to Watson Rd, the main moves into the center of the street which shouldn’t cause any conflict with construction. Water valves may need to be adjusted within areas of proposed resurfacing, sidewalk, curb ramps, and raised shoulder construction. Sewer There are many sewer lines running down Route P and crossing over into adjacent streets. However, these lines are all located in the center or side of the roadway and not underneath the sidewalk and are unlikely to cause issues during construction of the sidewalk. Manhole lids may need to be adjusted during resurfacing. Storm There are numerous storm pipes and curb inlets in the limits of this project. Many of the inlets and manholes that lie within areas of construction will need to be adjusted to grade or have their frame/grate replaced. An MSD permit will be necessary for this project. Pre and Post Impervious areas were compare. At this stage, there is a net reduction of impervious area by approximately 1,058 square yards. Because of this reduction, no detention requirements from MSD are anticipated. ENVIRONMENTAL SUMMARY Historic Preservation and Cultural Resources The following is a list of cultural or historical sites/buildings that are adjacent to the project:

• Cemeteries o Our Redeemer Cemetery o Resurrection Cemetery o Lakewood Park Cemetery

• Affton High School’s Building – National Register of Historic Places No known impacts are anticipated for these resources. All construction work will be contained within existing right-of-way. Community Impact Assessment While new right-of-way and temporary construction easements will be required to make the new sidewalks ADA-compliant, no displacements of residents or businesses will be required as a part of this project. Threatened and Endangers Species There are a few trees that may need to be removed to build the new sidewalks along Route P. These will be need to be assessed to determine if they are providing a habitat for known T&E species in this area, or the project will need to place a time restriction on when these trees can be removed.

SIGNSIGN

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05_AUTOTURN_J6S3273_i50.dgn 2:07:33 PM 2/27/2018

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WESTBOUND GRAVOIS RD TO NORTHBOUND ROUTE P &

NORTHBOUND ROUTE P TO WESTBOUND WATSON RD

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ROUTE P (MACKENZIE RD)

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01_PL_J6S3273_i50.dgn 12:23:13 PM 4/20/2018

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LEGEND

TEMPORARY CONSTRUCTION EASEMENT (TCE)

NEW ROW

PAVEMENT REMOVAL

SIDEWALK

A3 RAISED SHOULDER

WALL

BUS STOP

EXISTING ROW

RAISED CONCRETE MEDIAN

EXISTING POWER POLE

RESURFACING

APPROACH PAVEMENT

ASPHALT DRIVEWAY

SCALE

500 100 150

56

11

13 14 15 16 17 18 19

21

22

23

2425

2627

28

2930

32

34

35

36 3739 40

4243

4445

4647

48

4950

5152

5354

5556

5758

5960

6162

6364

65

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9

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HENTE MARLA S

38

FIRST BAPTIST CHURCH OF AFFTON

1

M TRUSTEE

WOELFERT ELAINE

AFFTON SCHOOL DISTRICT OF

7

JANE L H/W

FISHER THOMAS W &

9

OTEENLIPS BERNARD J & PATRICIA A H/W

WOELFERT ELAINE M TRUSTEE3

4

5 MCCARTY DENNIS & LEANN H/W

AFFTON PLAZA JV LLCAFFTON PLAZA JV LLC

10

31

MACKENZIE PLACE HTC MASTER LANDLORD LP

41

33

AFFTON SCHOOL DISTRICT OF

OUR REDEEMER CEMETERY INC

KRAMER ROSELEN

DAIRY QUEEN

CHURCH AT AFFTON

FAMILY DOLLAR

AFFTON LICENSES OFFICE

O'REILLY AUTO PARTS

AFFTON SCHOOL DISTRICT OFFICE

12

PIRIC ENVER & FIKRETA H/W

MATHEWS JOHN & CHRISTINE H/W

KRASNICKI CHARLIE

SALKIC ISMET

WELLS CAROLYN M

CHRIS R

MATHEIR

ASSOCIATION

FEDERAL NATIONAL MORTGAGE

PLACE 202

MACKENZIE

FRISELLA WILLIAM A& CORTES

ROSARIO ALVIN I NIEVES

OUR REDEEMER CEMETERY

AFFTON HIGH SCHOOL

BURKART MELVIN G

JEANETTE M H/W

PRUSINOWSKI RICHARD NAUBUCHON ANTHONY

HAMILTON DAVID R

DIANE J T/E

FORTHAUS TODD &LONG STACEY R ETAL J/T

ROBINSON DEBORAH P

THOMA DANIEL J

BEALMEAR BRYAN

GAYLE M TR

MCNAMARA

REBEKAH C

KIRCHHOFERPULEO BARBARA D

& PHYLLIS H/W

JAYCOX ARCHIE

& MARY A H/W

KORNBERGER STEPHEN J

CADY MARY C

NEFF RONALD A JR

OMELCHUK YULIA T/E

IBRAHIM REKAN &

68

1

9+77.52P.I.

6°58'00.0"(LT) -

D -

67.74'

135.32'

1112.91'

T -

L -

R -

CURVE 2

5°08'53.8"

14+88.00P.I.

1°48'00"(LT) -

D -

121.62'

243.21'

7741.62'

T -

L -

R -

CURVE 3

0°44'24.4"

27+91.05P.I.

0°17'(RT) -

NO CURVE

4



ROUTE PË

SCALE

500 100 150

MA

TC

H

LI

NE

ST

A. 19

+00

MA

TC

H

LI

NE

ST

A. 19

+00

MA

TC

H

LI

NE

ST

A. 39

+00

4+96.75P.I.

15°00'00" (RT) -

D -

125.78'

250.11'

955.36'

T -

L -

R -

CURVE 1

5°59'50.3"

11 BAXTER CARLOS LEE & PATRICIA ALIENE 12

13

14

15

16

17

18

19

24

KOLLINGER FRANK P III & MARTHA A H/W

DOLIC MIRSAD & SARAJLIJA SENANDDA T/E

BACKHAUS HARRIET A

BEST INVESTMENT ENTERPRISES LLC

MCCORMICK WILLIAM M JR & JACQUELYN H/W

WATSON LAURA & TODD H/H

MCINTOSH MICHAEL J ROBERTA J H/W

GILL DAVID W & SHARON LOU H/W

FENWICK MARTHA JEAN

STOECKLEIN PAUL ET AL J/T26

28

30

LAHNE MICHAEL L JOYCE M H/W

MACKENZIE PLACE LIHTC LP

36

37

39

50

51

53

54

55

57

60

64

66

68

SHOEMAKER MATTHEW & SHARON H/W

MILLER JOHN JOSEPH & CAROLE L H/W

OBRIEN ERIC & MATTOX MELITA H/W

DULAIMI SAAD AL & SHARQI EMAN T/E

JONES TERRY L & MARILYN K H/W

NEISWANDER DALE E & BARBARA J T/E

SCHALLOM MICHAEL R MARY M H/W

GITHENS JAMIE ETAL J/T

FIELDS MARK A TR

RATLIFF CONNIE L

40

ALEXANDER NANCY

ROBISON BRENDA R

RUTLEDGE PAUL S

WASSLER DAVID J

WALL (R&R)

EX. RETAINING

WALL (R&R)

EX. RETAINING

A

A

SHEET 1 OF 3


CONCEPTUAL STRIPMAP

AHEAD

AHEAD

SECTION A-A

Ë RTE P

EX. SIGNAL AT WEBER RD.

(R&RELOC)

POWER POLE

EX. SIGNAL AT AFFTON HIGH SCHOOL

(R&RELOC)

POLE

EX. POWER

EX.

R/

W

EX.

R/

W

EXIST.

MATCH

EXIST.

MATCH

7'

GRASS

VARIES

5' 3'

3'

3.75" COLDMILL

50' 6'

CURB & GUTTER

TYPE A (MOUNTABLE)

TYPE A3 SHOULDER

ON 4" AGGR.

4" SIDEWALK

1.75" SP095 PG64-22

2" SP125 PG64-22CURB & GUTTER

TYPE B (BARRIER)

ON 4" AGGR.

4" SIDEWALK

EX. SIGNAL AT MO 30 (GRAVOIS RD)

SIGNAL FLASHER

ON RELOCATED

TACK COAT

EX. 4" BASE

AHEAD

EX. ASPHALTIC CONC.

EX. 8-9" CONC. PVMT

MO 30 (

GR

AV

OI

S

RD)

WE

BE

R

RD

WE

BE

R

RD

DE

XT

ER

DR

DA

RL

OW

DR

BI

XB

Y

AV

E

VI

TA

DR

LA

NG

LE

Y

AV

E

MO

NT

AG

UE

AV

E

DE

MA

RA

DR

ROUTE P

RD

WE

BE

R

ROUTE P

ROUTE P

(G

RA

VOI

S

RD)

MO 30

02_PL_J6S3273_i50.dgn 4:59:11 PM 4/18/2018

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

PROJECT NO.

ROUTE STATE

DISTRICT

MO

DATE PREPARED

BRIDGE NO.

PROJECT NO.

SHEET NO.

DATE

DA

TE

DE

SC

RI

PTI

ON

1-

88

8-

AS

K-

MO

DO

T (

1-

88

8-

27

5-

66

36)

JE

FF

ER

SO

N

CI

TY,

MO

65

10

2

10

5

WE

ST

CA

PI

TO

L

CO

MMI

SSI

ON

MI

SS

OU

RI

HI

GH

WA

YS

AN

D

TR

AN

SP

OR

TA

TI

ON

RT P

SL

ST. LOUIS

J6S3273

DOCUMENT."

A CERTIFIED

NOT BE CONSIDERED

"THIS MEDIA SHOULD

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DA

TE

DE

SC

RI

PTI

ON

MO

DATE PREPARED

BRIDGE NO.

PROJECT NO.

SHEET NO.

4/18/2018

1-

88

8-

AS

K-

MO

DO

T (

1-

88

8-

27

5-

66

36)

JE

FF

ER

SO

N

CI

TY,

MO

65

10

2

10

5

WE

ST

CA

PI

TO

L

CO

MMI

SSI

ON

MI

SS

OU

RI

HI

GH

WA

YS

AN

D

TR

AN

SP

OR

TA

TI

ON

EF

K

Moen,

LL

C

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esig

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199

Fax

314-3

94-3

100

Phone

Missouri

Certificate of

Auth

ority: 001578

GV

SI

GN

SI

GN

MH

GAS

MH MH

SI

GN

SI

GN SI

GN

SI

GN

SI

GN

SI

GN

40

45

PI

ST

A 47

+73.97

50

55

60

65

70

75

LEGEND


NEW ROW

PAVEMENT REMOVAL

SIDEWALK

A3 RAISED SHOULDER

WALL

BUS STOP

EXISTING ROW


EXISTING POWER POLE

RESURFACING

APPROACH PAVEMENT

ASPHALT DRIVEWAY

SCALE

500 100 150

SCALE

500 100 150

71 72 73 74

76 77 78 79 80 81 82 83 84 85 8687

88

89 90

91

93

94

97 98

102 103 104 105

106

107 108 109 110 111 112 113 114 116 117 118 119 120

121 122 123 124

126

MO

NT

ER

EY

DR

PE

BB

LE

HI

LL

DR

DE

ER

WO

OD

DR

JUKIC SIFETAHOLLEY NANCY E

CIKARIC ATIFSOUTHLAND CORPORATION THE

STEVENS RICHARD JR & TABITHA T/E SCOTT JULIE A

BJS & S LLC

BJS & S LLC

BAUER MARGARET MARY

CAOLA JEANNE NGUYEN CHAU RUSSO MARK SIMON GEORGE A PLUMLEY WILLIAM J

SAPP ALVA E CHERYL A H/W HOY MICHAEL C HUGHES MARY LINDA

PARROTT JOSEPHINE ROBERT H/H

68

69

ST

AE

LY

AV

E

KI

NG

SW

AY

DR

70

RATLIFF CONNIE L

WILSON MARK WILLIAM


75

& TERESA A H/W

PATTON JAMES L

& PASA H/W

MUSTAFIC RASIMMACKENZIE LLC

96

ST LOUIS COUNTY CATHOLIC CHURCH REAL EST

92

96

ST LOUIS COUNTY CATHOLIC CHURCH REAL EST

DOLORES

OCONNELL

DOLORES R

OCONNELL

ANNA ROSE H/W TRUSTEES

KLEFFNER JOHN H & & NAHID H/W

NUNNALLY LEROY JR

GIRON MELISSA M T/E

KENNEY GREGORY T &

100 101

MICHELLE A H/W

BROWN STEVEN L &

LISA H/W

PALLISER FRANK G

125

127

JEANETTE M REVOCABLE

HUCK RONALD D &

& PAMELA J H/W

LANE RICHARD M

MABEL K H/W J/T

DELUCA MICHAEL J

ETAL JT

RUEMKER LAWRENCE JR

& TERESA T/E

FACCIOLINI ROWLAND

& JANICE H/W

PETTERCHAK JOHN

R TR

DOYLE MARGARET

REVOCABLE TRUST

SCHINK JOHN HOWARD

& THERESA A

SCHUMAIER LAWRENCE I

H/W

SULLIVAN CARL NORMA

CATHOLIC CEMETERIES OF ARCHDIOCESE & 2 OTHERS

AFFTON 101 SCHOOL DISTRICT

TURBO CENTER

CONOCO

7-ELEVEN

FORTEL'S PIZZA DEN

ST DOMINIC SAVIO CATHOLIC CHURCH

HOLY CROSS ACADEMY

ST DOMINIC SAVIO CATHOLIC CHURCH

HOLY CROSS ACADEMY

CATHOLIC CEMETERIES-ST LOUIS

RESURRECTION CEMETERY

ROGERS MIDDLE SCHOOL

SHEET 2 OF 3


CONCEPTUAL STRIPMAP

2

99

73

77

78

79

TEMPLE LARRY W II & ALYSSA D T/E JT

RULO ANTHONY L JR ETAL

RADCLIFF BRANDON & MEGAN H/W

KERSTING JEFFREY M MOTTA D K

80

81

82

83

KARAGIANNIS INVESTMENT CORPORATION

GAINES RANDY L ETAL

SUN QI CHUN & JIANG LING JIE H/W

STELMAR RICHARD M LORNA J H/W

84

91

98

99

KOVACEVIC SULEJMAN ETAL

MCCAUSLAND JAMES D & JANET L H/W

SELINGER RUDOLF H CHRISTINE L H/W

ATWOOD CHRISTINA

111

115

117

EGGLESTON THOMAS J & STEPHANIE N T/E

ROSENKRANZ ROBERT & MONTERO GEORGINA H/W

BUELTEMEYER BRIDGET PATRICIA ETAL J/T

115

99

HE

EG

E

RD


GR

AM

ON

D

DR

RD

DN

OM

AR

G

AS

HW

EL

L

DR

MA

CK

EN

ZI

E

CT

KI

NG

SW

AY

DR

MA

TC

H

LI

NE

ST

A. 39

+00

MA

TC

H

LI

NE

ST

A. 59

+00

MA

TC

H

LI

NE

ST

A. 59

+00

118 STEINGRUBY PAUL B MARIANNE H/W

AS

HB

UR

Y

DR

ROUTE PË

ROUTE PË

FLASHER

ON SIGNAL

FLASHER

ON SIGNAL

RELOCATED BUS STOP

B

B

AHEAD

AHEAD

SECTION B-B

Ë RTE P

EX.

R/

W

EX.

R/

W

EXIST.

MATCH

EXIST.

MATCH

3' 6'

CURB & GUTTER

TYPE A (MOUNTABLE)1.75" SP095 PG64-22


TYPE B (BARRIER)

ON 4" AGGR.

4" SIDEWALK

6'

3'

3.75" COLDMILL

VARIES

ON 4" AGGR.

4" SIDEWALK

EX. SIGNAL AT HEEGE RD.

ROUTE P

RD

HE

EG

E

ASHBURY DR

EX. SIGNAL AT

REIMBURSEMENT

POSSIBLE TREE

TACK COAT

MA

TC

H

LI

NE

ST

A. 79

+00

EX. 4" BASE

AHEAD

EX. 8-9" CONC. PVMT

EX. ASPHALTIC CONC.

03_PL_J6S3273_i50.dgn 5:00:01 PM 4/18/2018

RE

V.

COUNTY

JOB NO.

CONTRACT ID.

PROJECT NO.

ROUTE STATE

DISTRICT

MO

DATE PREPARED

BRIDGE NO.

PROJECT NO.

SHEET NO.

DATE

DA

TE

DE

SC

RI

PTI

ON

1-

88

8-

AS

K-

MO

DO

T (

1-

88

8-

27

5-

66

36)

JE

FF

ER

SO

N

CI

TY,

MO

65

10

2

10

5

WE

ST

CA

PI

TO

L

CO

MMI

SSI

ON

MI

SS

OU

RI

HI

GH

WA

YS

AN

D

TR

AN

SP

OR

TA

TI

ON

RT P

SL

ST. LOUIS

J6S3273

DOCUMENT."

A CERTIFIED

NOT BE CONSIDERED

"THIS MEDIA SHOULD

COUNTY

JOB NO.

CONTRACT ID.

ROUTE STATE

DISTRICT

DA

TE

DE

SC

RI

PTI

ON

MO

DATE PREPARED

BRIDGE NO.

PROJECT NO.

SHEET NO.

4/18/2018

1-

88

8-

AS

K-

MO

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T (

1-

88

8-

27

5-

66

36)

JE

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MI

SS

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HI

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WA

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AN

D

TR

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TI

ON

EF

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Moen,

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13523 B

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ark

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314-3

94-3

199

Fax

314-3

94-3

100

Phone

Missouri

Certificate of

Auth

ority: 001578

SI

GN

MH

SI

GN

SI

GNSI

GN

MH

MH

MH

SI

GN

HYD

SI

GNSI

GN

SIGN

SIGN

SI

GN

SI

GN

SI

GN

SI

GN

SI

GN

SI

GN

SI

GN

R3-5

L

SI

GN

R3-5a

SI

GN

R3-5a

R3-5

R

SI

GN

R3-5

R

SI

GN

80

85

PI

ST

A 87

+67.82

90

95

100

105

110

PO

T

ST

A 113

+27.27

LEGEND


NEW ROW

PAVEMENT REMOVAL

SIDEWALK

A3 RAISED SHOULDER

WALL

BUS STOP

EXISTING ROW


EXISTING POWER POLE

RESURFACING

APPROACH PAVEMENT

ASPHALT DRIVEWAY

131

133

134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150

152

153 154

155 156 157

158

159 160 161 162 163

STARMS JANICE MARY

SCHMITZ THOMAS

130

ALIBADBAD JEANNETTE A

HEBERLIE ERICCISSELL JULIA

MURRAY SCOTT A

BERRY DOROTHY R WALL TERRY D

HURLEY ISAAC R

128129

PITT DALE M JANET S H/W

125

SYDNEY JEAN T/E

GILLICK JOHN M &


125


132

LAKEWOOD PARK CEMETERY INC

151

RICE TREVAK164

CTESS LLC


LAKEWOOD PARK CEMETERY

& KAY E H/W

FELLIN THOMAS E

ETAL J/T

MEIER VALENTINE A

ASSOCIATES LLC

SELZLE &

& KIM S H/W

STEWART SEAN M

150

TRUSTEE

PYNE THOMAS O

ETAL J/T

BURCH FLORA R

3

SCALE

500 100 150


SCALE

500 100 150

FLASHER

ON SIGNAL

MA

TC

H

LI

NE

ST

A. 79

+00

MA

TC

H

LI

NE

ST

A. 99

+00

SO

UT

HE

RN

DR

TE

RRI

LY

NN

DR

FO

XC

RO

FT

DR

MA

TC

H

LI

NE

ST

A. 99

+00


RH

OD

ES

AV

E

HO

LL

Y

HI

LL

S

AV

E

DE

ER

PA

TH

DR

MO 366 (

WATS

ON R

D)

AZ

AL

P

AV

ON

AL

LI

V

136

137

138

140

141

142

143

145

146

150

ROBB RICHARD L DEBRA A H/W

WELLS FARGO FINANCIAL MISSOURI INC

HESSE PHILLIP JOHN ETAL J/T

DAUGHERTY DIANA L

PANKE BRAD A & JESSICA H/W

OTTO ELIZABETH R

SPENGEL DARREN & MICHELLE M H/W

BURCH BRANDI J TRACY A H/W

HASS MATTHEW R & LAURA J H/W

KOTTEMANN JOSHUA C ETAL J/T

150

152

155

156

KOTTEMANN JOSHUA C ETAL J/T

MACKENZIE PLACE TRUSTEES

MACKENZIE PROPERTIES LLC

NICHOLS SUSAN & ROBERT JR H/H

157

158

160

162 BRAWLEY CRAIG M & KELLY L H/W

ZANDER JOHN C & CAROL A H/W TRUSTEES

HATFIELD DAVID

PARROTT ROBERT L JOSEPHINE A H/W


EX. RETAINING WALL (R&R)

SHEET 3 OF 3


CONCEPTUAL STRIPMAP

C

C

D

D

SECTION D-D

Ë RTE P

EX.

R/

W

EX.

R/

W

EXIST.

MATCH

EXIST.

MATCH

3' 6'

CURB & GUTTER

TYPE A (MOUNTABLE)

1.75" SP095 PG64-22

2" SP125 PG64-22 CURB & GUTTER

TYPE B (BARRIER)

ON 4" AGGR.

4" SIDEWALK

3'

3.75" COLDMILL

VARIES

EX. SIGNAL AT WATSON RD.

SECTION C-C

Ë RTE P

EX.

R/

W

EX.

R/

W

EXIST.

MATCH

EXIST.

MATCH

7'

GRASS

VARIES

5'3'

3'

3.75" COLDMILL

50'

CURB & GUTTER

TYPE A (MOUNTABLE)

TYPE A3 SHOULDER

ON 4" AGGR.

4" SIDEWALK

1.75" SP095 PG64-22


TYPE B (BARRIER)

(T

CE)

WALL (UIP)

EX. RETAINING

EQUIPMENT TO BE REMOVED.

ALL EXISTING SIGNAL

NOTE:

Ë ROUTE P

Ë ROUTE P

RELOCATED BUS STOP

BUS STOP

RELOCATED

REIMBURSEMENT

TREE

POSSIBLE

TACK COAT

TACK COAT

EX. 4" BASE

AHEAD

EX. 8-9" CONC. PVMT

EX. 4" BASE

EX. 8-9" CONC. PVMT

EX. ASPHALTIC CONC.

EX. ASPHALTIC CONC.

Documents

MEMORANDUM - modot.org