Highway N Public Meeting Exhibit Roll Plot - sccmo.org
Transcript of Highway N Public Meeting Exhibit Roll Plot - sccmo.org
TCETCE
TCETCE
TCE
TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCE TCE
TCE
TCE TCE TCE TCE TCE TCE
TCE TCE TCE TCE TCE
T
C
E
TCE TCE TCE TCE TCE TCE TCE TCE TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.
Draw
ing N
am
e: C:\pw
data\topeka01\aap01686@
bartw
est.com
\dm
s72002\Public M
eeting Exhibit Role Plot.dw
g Layout N
am
e: Roll Plot 1 Plotted By: AAP01686 Plotted on: 10/29/2020 1:14:36 PM
Last edit on: 10/29/2020 1:11 PM
by: AAP01686
SHEET 1 OF 2
FEDERAL AID PROJECT NO. STP-5410(631)
ALL FEATURES SHALL BE CONSIDERED
TO NOT BE DISTURBED UNLESS
OTHERWISE NOTED ON DISPLAY00 20' 40'
SCALE: 1" = 20'
CED
ARFIELD
D
R
STA: 1+10.00, 6.00 RT TO STA: 1+76.35, 9.92 RT
CONSTRUCT 70 L.F. OF 8" TYPE S CURB
H
I
G
H
W
A
Y
N
M
O
T
H
E
R
H
E
A
D
R
D
5
T
H
S
T
EXIST. R/WEXIST. R/W
HIGHWAY N
6' TEMP. CONST. ESMT.6' TEMP. CONST. ESMT.
CONST. LIMITS
CONST. LIMITS
PERM. UTIL. ESMT.
I-1
STA: 4+69.49, 21.41 RT
CONSTRUCT 4' x 2' TYPE # INLET
INSTALL 18 L.F. OF 18" RCP (NE)
CONSTRUCT CONCRETE ADA RAMP (184 S.F.)
INSTALL TRUNCATED DOMES (14 S.F.)
REMOVE EX. TREE
CONSTRUCT 6" CONCRETE
PAVEMENT WITH INTEGRAL CURB
(SUBSIDIARY) AS SHOWN (42 S.F.)
MH-1
STA: 4+77.52, 3.52 RT
CONSTRUCT 4' DIA. SHALLOW MANHOLE WITH
ECCENTRIC FLAT TOP, CONNECT TO EXISTING PIPES
ADJUST EX. MANHOLE
TO PROPOSED GRADE
18.00
CONSTRUCT CURB AND
GUTTER AS SHOWN
(MATCH EXISTING)
6.00
ADJUST EX. MANHOLE
TO PROPOSED GRADE
STA: 0+66.44
BEGIN MILL & OVERLAY
STA: 6+24.00, 8.00' RT.
CONSTRUCT TYPE 1 SPECIAL COMMERCIAL
CONCRETE ENTRANCE (46.4 S.Y.)
EXIST. R/W
6' TEMP. CONST. ESMT.
3' TEMP. CONST. ESMT.
1' TEMP. CONST. ESMT.
29.00
STA: 5+25.31, 13.00' RT.
CONSTRUCT TYPE 1 COMMERCIAL
CONCRETE ENTRANCE (126.2 S.Y.)
62.66
ADJUST EX. MANHOLE
TO PROPOSED GRADE
ADJUST EX. MANHOLE
TO PROPOSED GRADE
ADJUST EX. MANHOLE
TO PROPOSED GRADE
STA: 9+78.48, 17.46' RT.
CONSTRUCT RESIDENTIAL
CONCRETE ENTRANCE (76.7 S.Y.)
24.00
STA: 8+51.00, 10.33' RT.
CONSTRUCT TYPE 1 SPECIAL COMMERCIAL
CONCRETE ENTRANCE (47.0 S.Y.)
6' TEMP. CONST. ESMT.
8.00
STA: 9+81.54, 6.00 RT TO
STA: 10+80.54, 6.00 RT
CONSTRUCT 99 L.F. OF 8"
TYPE S CURB
RELOCATE MAILBOX TO
BACK OF SIDEWALK
8.00
8.00
8.0010.00
12.008.007.00
7.00
CONST. LIMITS
6.00
REMOVE EXCESS ASPHALT
AS SHOWN (4 S.Y.)
REMOVE EXCESS ASPHALT
AS SHOWN (2 S.Y.)
5.00
1
OWNERS: COTTLEVILLE COMMUNITY FIRE PROTECTION DISTRICT
ADDRESS: 1385 MOTHERHEAD RD
2
OWNERS: COTTLEVILLE COMMUNITY FIRE PROTECTION DISTRICT
ADDRESS: 1385 MOTHERHEAD RD
3
OWNERS: AIELLO GROUP LLC
ADDRESS: 5286 HWY N
4
OWNERS: HAMPSHIRE; JOHN G. & SHARON A.
ADDRESS: 5280 HWY N
EXIST. R/W
4' TEMP. CONST. ESMT.
CONST. LIMITS
ADJUST EX. WATER
METER VALVE BOX
STA: 10+80.54
END TYPE S CURB
5
OWNERS: SHARON A. HAMPSHIRE
ADDRESS: 5248 HWY N
3' TEMP. CONST. ESMT.
CONST. LIMITS
5' TEMP. CONST. ESMT.
8
5
OWNERS: SHARON A. HAMPSHIRE
ADDRESS: 5248 HWY N
CO
TTLEVILLE CAM
PU
S
6
OWNERS: LLOYD L. POTTS, STEVEN A. MULLEN AND MICHAEL W. WOOLDRIDGE,
TRUSTEES OF THE TIMBERWOOD TRAILS SUBDIVISION
ADDRESS: HWY N
7
OWNERS: ARMY LLC
ADDRESS: 5230 HWY N
EXIST. 10' UTILITY ESMT.
8
OWNERS: HARRY ANTHONY & KIMBERLY ANN DIAZ
ADDRESS: 469 MASON RIDGE DR
HIGHWAY N
3' TEMP. CONST. ESMT.
16' TEMP. CONST. ESMT.
EXIST. R/W
4' TEMP. CONST. ESMT.
CONSTRUCT CONCRETE ADA RAMP WITH
INTEGRAL CURB (SUBSIDIARY) (176 S.F.)
INSTALL TRUNCATED DOMES (12 S.F.)
STA: 15+16.53, 11.00' RT.
CONSTRUCT RESIDENTIAL
CONCRETE ENTRANCE (31.3 S.Y.)
CONSTRUCT BITUMINOUS
CONCRETE PAVEMENT (7.9 S.Y.)
STA: 18+65.20, 21.41' RT.
CONSTRUCT TYPE 1 SPECIAL
COMMERCIAL CONCRETE ENTRANCE
(75.5 S.Y.)
CONSTRUCT BITUMINOUS CONCRETE
PAVEMENT (30.1 S.Y.)
PROPOSED RIGHT OF WAY
36.0
3
7.00
PROPOSED RIGHT OF WAY
13.00
10
6
17.33
CONST. LIMITS
CONST. LIMITS
ADJUST EX. GAS
VALVE BOX
6
8
8 6
6.00
INLET WILL REMAIN IN
PLACE, CONTRACTOR TO
REMOVE LIFT WIRE RINGS
6
MASO
N RID
GE RD
EXIST. 10' UTILITY ESMT.
EXIST. 7.5' U
TILITY ESM
T.
EXIST. R/W
EXIST. R/W
9
OWNERS: MOELLER; JOHN J. & MARJORIE M.
ADDRESS: 464 MASON RIDGE DR
EXIST. 7.5' U
TILITY ESM
T.
10
OWNERS: SCOTT JOHN STRUCKHOFF
ADDRESS: 303 BRISTLECONE CT N
HIGHWAY N
E
X
I
S
T
.
U
T
I
L
I
T
Y
E
S
M
T
.
CONSTRUCT CONCRETE ADA RAMP (73 S.F.)
INSTALL TRUNCATED DOMES (21 S.F.)
CONSTRUCT CONCRETE ADA RAMP (90 S.F.)
INSTALL TRUNCATED DOMES (25 S.F.)
20
CONST. LIMITS
ADJUST EX. HANDHOLE
BY OTHERS
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
8
6.00
CONSTRUCT 8" CONCRETE
PAVEMENT AS SHOWN (18 S.Y.)
CONSTRUCT 8" CONCRETE
PAVEMENT AS SHOWN (16 S.Y.)
10' EASEMENT UTILITY EASEMENT PER
PLAT BOOK 21 PAGE 23
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REPLACE CURB 10' ON
EACH SIDE OF INLET
INSTALL 20 LF MODIFIED
GUTTER WITH STEEL PLATE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REPLACE CURB 10' ON
EACH SIDE OF INLET
11
OWNERS: FELTS; JAMES MARK & PATRICIA S.
ADDRESS: 302 BRISTLECONE CT N
16' TEMP. CONST. ESMT.
P
L
P
L
PL
P
L
P
L
P
L
P
L
P
L
PL
P
L
5.00
2.00
5.00
2.00
6.00
6.00
5.00
2.00
5.00
2.00
6.00
LEGEND
PROPOSED CONCRETE SIDEWALK
PROPOSED CONCRETE DRIVEWAY
PROPOSED TRUNCATED DOME
PROPOSED MILL & OVERLAY
PROPOSED CURB & GUTTER
PROPOSED ADA RAMP
PROPOSED BITUMINOUS CONCRETE PAVEMENT
EXISTING RIGHT OF WAY & EASEMENTS
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED PERMANENT RIGHT OF WAY
PROPOSED CONSTRUCTION LIMITS
REPLACE AND
RELOCATE SIGN
REPLACE SIGNS
REPLACE SIGN
REPLACE SIGN
REPLACE SIGNS
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
TCETCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
TCE
ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.
Draw
ing N
am
e: C:\pw
data\topeka01\aap01686@
bartw
est.com
\dm
s72002\Public M
eeting Exhibit Role Plot.dw
g Layout N
am
e: Roll Plot 2 Plotted By: AAP01686 Plotted on: 10/29/2020 1:14:45 PM
Last edit on: 10/29/2020 1:11 PM
by: AAP01686
SHEET 2 OF 2
FEDERAL AID PROJECT NO. STP-5410(631)
ALL FEATURES SHALL BE CONSIDERED
TO NOT BE DISTURBED UNLESS
OTHERWISE NOTED ON DISPLAY
S
P
A
R
T
A
N
D
R
V
A
L
L
I
L
N
12
OWNERS: ADELMANN; ELISSA M. & ROBERT C.
ADDRESS: 203 COPPERWOOD TRL
13
OWNERS: HARLOW; TWAYNE. M. & AMANDA L.
ADDRESS: 200 COPPERWOOD TRL
14
OWNERS: SLONE; THOMAS H. & JULIE A.
ADDRESS: 204 COPPERWOOD TRL
P
L
P
L
P
L
P
L
EXIST. R/W
EXIST. R/W
EXIST. 10' UTILITY ESMT.EXIST. 10' UTILITY ESMT.
EXIST. 10' UTILITY ESMT.
EX
IST
. 7.5' U
T
ILIT
Y
ESM
T
.
EX
IST
. 7.5' U
T
ILIT
Y
ESM
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
E
X
I
S
T
.
7
.
5
'
U
T
I
L
I
T
Y
E
S
M
T
.
HIGHWAY N
MODIFIED
TYPE S CURB
REMOVE AND
REPLACE SIGN
STA: 27+45.00, 6.00 RT TO STA: 28+15.00, 6.00 RT
CONSTRUCT 70 L.F. OF 8" TYPE S CURB
STA: 28+15.00, 6.00 RT TO STA: 30+80.00, 6.00 RT
CONSTRUCT 265 L.F. OF MODIFIED TYPE S CURB (WALL 1)
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
RELOCATE PULL BOX
REMOVE AND
REPLACE SIGN
6.00
10' EASEMENT UTILITY EASEMENT
PER PLAT BOOK 21 PAGE 23
REPLACE CURB 10' ON
EACH SIDE OF INLET
REPLACE CURB 10' ON
EACH SIDE OF INLET
BRITTAN
Y CO
VE D
RIVE
CO
UN
TRY RID
GE RD
15
OWNERS: COLEMAN; CRAIG B. & VICKI L.
ADDRESS: 459 COUNTRY RIDGE DR
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
16
OWNERS: MEGHAN M. HERNANDEZ
ADDRESS: 456 COUNTRY RIDGE DR
EXIST. 10' UTILITY ESMT.
EXIST. 10' UTILITY ESMT.
P
L
P
L
17
OWNERS: TREMBLAY; STEVEN J. & BARBARA L.
ADDRESS: 151 CEDAR MILL CT
HIGHWAY N
CONSTRUCT CONCRETE ADA RAMP WITH
INTEGRAL CURB (SUBSIDIARY) (93 S.F.)
INSTALL TRUNCATED DOMES (20 S.F.)
CONSTRUCT CONCRETE ADA RAMP (90 S.F.)
INSTALL TRUNCATED DOMES (21 S.F.)
P
L
CONST. LIMITS
STA: 30+85.00, 6.00 RT TO STA: 31+38.00, 6.00 RT
CONSTRUCT 53 L.F. OF 8" TYPE S CURB
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
CONST. LIMITS
REMOVE AND
REPLACE SIGN
REMOVE AND
REPLACE SIGN
STA: 33+00.00, 6.00 RT TO STA:
38+50.00, 6.00 RT
CONSTRUCT 550 L.F. OF 8" TYPE S CURB
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
AND THROAT OPENING AS SHOWN
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
AND THROAT OPENING AS SHOWN
ADJUST EX.
HANDHOLE
(BY OTHERS)
8.43
7.39
CONSTRUCT 8" CONCRETE
PAVEMENT AS SHOWN (12 S.Y.)
CONSTRUCT 8" CONCRETE
PAVEMENT AS SHOWN (12 S.Y.)
10' EASEMENT UTILITY EASEMENT
PER PLAT BOOK 20 PAGE 141
18
OWNERS: FISHER; HEATH & JENNIFER
ADDRESS: 155 CEDAR MILL CT
P
L
EXIST. R/W
EXIST. R/W
EXIST. 10' UTILITY ESMT.
EXIST. 10' UTILITY ESMT.
EXIST. 10' UTILITY ESMT.
19
OWNERS: BRADLEY; KATRINA & JOSEPH M.
ADDRESS: 159 CEDAR MILL CT
20
OWNERS: KEEN; JASON M. & CHRISTIE M.
ADDRESS: 163 CEDAR MILL CT
TYPE S CURB
STA: 38+50.00, 6.00 RT TO STA: 43+60.00, 6.00 RT
CONSTRUCT 509 L.F. OF MODIFIED TYPE S CURB (WALL 2)
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
CONST. LIMITS
CONST. LIMITS
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
ADJUST MANHOLE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REMOVE EX. INLET TOP
CONSTRUCT NEW INLET TOP
TO MATCH PROPOSED GRADE
REPLACE CURB
10' ON EACH
SIDE OF INLET
P
L
EXIST. 10' UTILITY ESMT.
21
OWNERS: KRAMPER; JAMES P. & TERESA M.
ADDRESS: 11 IRON LANTERN CT
TYPE S CURB
P
L
P
L
EXIST. 10' UTILITY ESMT.
EXIST. 1
5' UTIL
ITY E
SMT.
EXIST. R/W
EXIST. R
/W
23
OWNERS: CAPLACO TWENTY-NINE INC
ADDRESS: 6137 MID RIVERS MALL DR
HIGHWAY N
MODIFIED
TYPE S CURB
CONSTRUCT CONCRETE ADA RAMP (103 S.F.)
INSTALL TRUNCATED DOMES (25 S.F.)
RELOCATE HANDHOLE
(BY OTHERS)
CONST. LIMITS
69.02
STA: 44+54.05, 11.00' RT.
CONSTRUCT TYPE 1 SPECIAL COMMERCIAL
CONCRETE ENTRANCE (147.3 S.Y.)
ADJUST MANHOLE
10
EXISTING 20' EASEMENT TO UNION ELECTRIC BOOK 1043 PAGE 580
EXISTING 15' EASEMENT TO UNION ELECTRIC BOOK 1032 PAGE 1531
10' EASEMENT TO UTILITY EASEMENT PER PLAT BOOK 33 PAGE 171
10' EASEMENT UTILITY EASEMENT
PER PLAT BOOK 20 PAGE 141
10' EASEMENT UTILITY EASEMENT
PER PLAT BOOK 20 PAGE 141
STA: 43+60.00, END MODIFIED
TYPE S CURB (WALL 2)
22
OWNERS: LOY; PATRICK C. & JANET E.
ADDRESS: 9 IRON LANTERN CT
P
L
EXIST. R/W
E
X
I
S
T
.
R
/
W
1
0
.0
0
'
24
OWNERS: ARCH ENERGY L. C.
ADDRESS: 6191 MID RIVERS DR
HIGHWAY N
TEMP. CONST. ESMT.
1' TEM
P. CO
NST. ESM
T.
CONSTRUCT CONCRETE ADA RAMP (80 S.F.)
INSTALL TRUNCATED DOMES (26 S.F.)
CONSTRUCT CONCRETE ADA RAMP (84 S.F.)
INSTALL TRUNCATED DOMES (28 S.F.)
CONSTRUCT CONCRETE ADA RAMP (138 S.F.)
INSTALL TRUNCATED DOMES (28 S.F.)
CONSTRUCT CONCRETE ADA RAMP (147 S.F.)
INSTALL TRUNCATED DOMES (19 S.F.)
CONSTRUCT CONCRETE ADA RAMP (83 S.F.)
INSTALL TRUNCATED DOMES (16 S.F.)
85.4
4
CONST. LIMITS
STA: 46+68.48, 13.00' RT.
CONSTRUCT TYPE 1 SPECIAL COMMERCIAL
CONCRETE ENTRANCE (212.8 S.Y.)
ADJUST MANHOLE
ADJUST MANHOLE
6
15
6
ADJUST GAS VALVE BOX
RELOCATE FIRE HYDRANT
(BY OTHERS)
STA: 49+02.62, 24.50' RT.
CONSTRUCT TYPE 1 SPECIAL COMMERCIAL
CONCRETE ENTRANCE (200.3 S.Y.)
42.09
6
.
0
0
8
.
0
0
6
.
0
0
15' EASEMENT TO UTILITY EASEMENT PER
PLAT BOOK 33 PAGE 171
10' EASEMENT TO CITY OF ST. PETERS
15' EASEMENT TO UTILITY EASEMENT
PER PLAT BOOK 33 PAGE 171
MID
RIVERS
MALL D
R
MID
RIVERS M
ALL D
R
HIGHWAY N
00 20' 40'
SCALE: 1" = 20'
LEGEND
PROPOSED CONCRETE SIDEWALK
PROPOSED CONCRETE DRIVEWAY
PROPOSED TRUNCATED DOME
PROPOSED MILL & OVERLAY
PROPOSED CURB & GUTTER
PROPOSED ADA RAMP
PROPOSED BITUMINOUS CONCRETE PAVEMENT
EXISTING RIGHT OF WAY & EASEMENTS
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED PERMANENT RIGHT OF WAY
6.00
6.00
6.00
5.00
3.00
5.00
3.00
5.00
3.00
PROPOSED CONSTRUCTION LIMITS
4' TEM
P. CO
NST. ESM
T.
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE SIGN
REPLACE &
RELOCATE SIGN
REPLACE SIGN
CONST. LIMITS
REPLACE &
RELOCATE SIGN
REPLACE SIGN