memorandum - modot.org
TRANSCRIPT
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
SI
GN
SI
GN
SIGN
WB-67(c) 2016 Transoft So
lutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-
67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AA
SH
TO 2011 (U
S)
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-
67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AA
SH
TO 2011 (U
S)
SI
GN
HYD
SI
GN
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67
(c) 20
16 Tra
nsoft
Solutio
ns, In
c. All
rights
reserv
ed.
AAS
HTO 2011 (U
S)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
05_AUTOTURN_J6S3273_i50.dgn 2:07:33 PM 2/27/2018
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
IF
A
SE
AL I
S
PR
ES
EN
T
ON
THI
S
SH
EE
T I
T
HA
S
BE
EN
EL
EC
TR
ONI
CA
LL
Y
SE
AL
ED
AN
D
DA
TE
D.
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.
2/27/2018
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
199
Fax
314-3
94-3
100
Phone
Missouri
Certificate of
Auth
ority: 001578
SOUTHBOUND ROUTE P TO WESTBOUND GRAVOIS RD
WESTBOUND GRAVOIS RD TO NORTHBOUND ROUTE P &
NORTHBOUND ROUTE P TO WESTBOUND WATSON RD
WESTBOUND WATSON RD TO NORTHBOUND ROUTE P &
SCALE
500 100 150 SHEET 1 OF 4
ROUTE P (MACKENZIE RD)
AUTOTURN
EXHIBIT A
1
SI
GN
HYD
SI
GN
SI
GN
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67
(c) 201
6 Trans
oft Solu
tions, I
nc. All
rights r
eserved
.
AASHTO 2011 (U
S)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
06_AUTOTURN_J6S3273_i50.dgn 2:07:39 PM 2/27/2018
IF
A
SE
AL I
S
PR
ES
EN
T
ON
THI
S
SH
EE
T I
T
HA
S
BE
EN
EL
EC
TR
ONI
CA
LL
Y
SE
AL
ED
AN
D
DA
TE
D.
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.
2/27/2018
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
199
Fax
314-3
94-3
100
Phone
Missouri
Certificate of
Auth
ority: 001578
SI
GN
HYD
SI
GN
WB-67
(c) 201
6 Trans
oft Solu
tions, I
nc. All
rights r
eserved
.
AASHTO 2011 (U
S)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67
AASH
TO 2011 (U
S)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-67
AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
SCALE
500 100 150
SOUTHBOUND ROUTE P TO EASTBOUND WATSON RD
EASTBOUND WATSON RD TO SOUTHBOUND ROUTE P & DUAL TURN SOUTHBOUND P TO EASTBOUND WATSON RD
SHEET 2 OF 4
ROUTE P (MACKENZIE RD)
AUTOTURN
EXHIBIT A
2
SI
GN
HYD
SI
GN
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67
(c) 201
6 Trans
oft Solu
tions, I
nc. All
rights r
eserved
.
AASHTO 2011 (U
S)
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011
(US)
07_AUTOTURN_J6S3273_i50.dgn 2:07:42 PM 2/27/2018
IF
A
SE
AL I
S
PR
ES
EN
T
ON
THI
S
SH
EE
T I
T
HA
S
BE
EN
EL
EC
TR
ONI
CA
LL
Y
SE
AL
ED
AN
D
DA
TE
D.
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.
2/27/2018
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
199
Fax
314-3
94-3
100
Phone
Missouri
Certificate of
Auth
ority: 001578
SI
GN
HYD
SI
GN
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011
(US)
WB-67
AASH
TO 2011 (U
S)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-67AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
SCALE
500 100 150
NORTHBOUND ROUTE P TO EASTBOUND WATSON RD
EASTBOUND WATSON RD TO NORTHBOUND ROUTE P & DUAL TURN NORTHBOUND P TO EASTBOUND WATSON RD
SHEET 3 OF 4
ROUTE P (MACKENZIE RD)
AUTOTURN
EXHIBIT A
3
SI
GN
HYD
SI
GN
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-67
(c) 201
6 Tran
soft So
lutions,
Inc. All rig
hts re
served.
AASHTO 2011 (U
S)
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
08_AUTOTURN_J6S3273_i50.dgn 2:07:45 PM 2/27/2018
IF
A
SE
AL I
S
PR
ES
EN
T
ON
THI
S
SH
EE
T I
T
HA
S
BE
EN
EL
EC
TR
ONI
CA
LL
Y
SE
AL
ED
AN
D
DA
TE
D.
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.
2/27/2018
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
199
Fax
314-3
94-3
100
Phone
Missouri
Certificate of
Auth
ority: 001578
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-67
(c) 2016 Transoft Solutions, Inc. All rights reserved.
AAS
HTO 2011 (U
S)
WB-67(c) 2016 Transoft Solutions, Inc. All rights reserved.
AASHTO 2011 (US)
WB-67AASHTO 2011 (US)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
WB-67
AASH
TO 2011 (U
S)
(c) 2016 Transoft Solutions, Inc. All rights reserved.
SI
GN
HYD
SI
GN
SCALE
500 100 150
SOUTHBOUND ROUTE P TO WESTBOUND WATSON RD
WESTBOUND WATSON RD TO SOUTHBOUND ROUTE P & DUAL TURN WESTBOUND WATSON RD TO SOUTHBOUND P
SHEET 4 OF 4
ROUTE P (MACKENZIE RD)
AUTOTURN
EXHIBIT A
4
01_PL_J6S3273_i50.dgn 12:23:13 PM 4/20/2018
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.
4/20/2018
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
199
Fax
314-3
94-3
100
Phone
Missouri
Certificate of
Auth
ority: 001578
SIGN
SIGN
SI
GN
SI
GNSIGN
SI
GN
SI
GN
SIGN
WV
GV
HYD
MH
MH
MH
SI
GN
SI
GN
SI
GN
SI
GN
SI
GN
SI
GN
GV
MH
MH
SI
GN
HYD
SI
GN
SI
GN
SI
GN
PO
T
ST
A 0
+00.00
0
5
PT
ST
A 6
+21.09
10
PC
ST
A 13
+66.38
15
PT
ST
A 16
+09.59
PT
ST
A 10
+45.10
PC
ST
A 9
+09.78PC
ST
A 3
+70.97
20
25
PI
ST
A 27
+90.05
30
35
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
6667
9
23
20
8
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 P (MACKENZIE RD)
ROUTE P (MACKENZIE RD)
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
ROUTE P (MACKENZIE RD)
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
314-3
94-3
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
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
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
ROUTE P (MACKENZIE RD)
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
ROUTE P (MACKENZIE RD)
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
ROUTE P (MACKENZIE 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
2" SP125 PG64-22CURB & GUTTER
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
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
Civil E
ngin
eerin
g D
esig
n
St. L
ouis,
MO 63021
Suite 2
50
13523 B
arrett P
ark
way Dr
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
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
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 &
CATHOLIC CEMETERIES OF ARCHDIOCESE & 2 OTHERS
125
CATHOLIC CEMETERIES OF ARCHDIOCESE & 2 OTHERS
132
LAKEWOOD PARK CEMETERY INC
151
RICE TREVAK164
CTESS LLC
RESURRECTION CEMETERY
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
RESURRECTION CEMETERY
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
ROUTE P (MACKENZIE RD)
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
ROUTE P (MACKENZIE RD)
EX. RETAINING WALL (R&R)
SHEET 3 OF 3
ROUTE P (MACKENZIE RD)
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
2" SP125 PG64-22CURB & GUTTER
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.