5-2025-11-05 - 36TH STREET SIDEWALK 100% PLANS.pdf
PDF 8 MB Posted
- Attached to
- 36th Street Sidewalk State and local contract opportunity
- Solicitation number
- 215928
- Issued by
- Pulaski County, Arkansas
About this file
This document is a 100% design submittal package for the City of Little Rock, Arkansas Department of Public Works, prepared by Development Consultants Inc. The project involves the construction of a 5-foot concrete sidewalk along West 36th Street extending from Colonel Glenn Road to Boyle Park Road in Ward 2. The project is funded through the 2023-2025 Bond Program and includes approximately 904 linear feet of sidewalk construction with varying adjacent conditions, including sections with grass buffers, bike lanes, turndown walls, retaining walls, and associated grading. The design includes site preparation plans, erosion control measures, pavement striping, maintenance of traffic protocols, and detailed cross-sections showing the integration of the sidewalk with existing utilities, storm drainage infrastructure, and curb and gutter systems. The project coordinates with existing overhead electrical lines, water lines, sewer lines, storm drains, and other utilities throughout the corridor.
The construction plans specify a 5-foot concrete sidewalk width with typical 2% slopes for drainage, incorporating curb and gutter in certain sections and turndown walls in areas where grade changes exceed 3 feet. Retaining walls (PW-54) are designed in sections from stations 6+90.00 to 9+04.00 where existing grade conditions necessitate structural support. The project includes erosion control measures such as silt fence (Type A), sediment barriers, and temporary grassing in disturbed areas. Pavement striping plans indicate bike lane restoration and new thermoplastic markings in accordance with Manual on Uniform Traffic Control Devices (MUTCD) standards. Cross-sections document width variations ranging from approximately 13.6 feet to 20.6 feet in limits of construction, accommodating existing right-of-way constraints and utility locations. The design was checked and drawn by professional engineers at the City of Little Rock Civil Engineering Department, with revisions dated through November 5, 2025.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 1-CLR Standard Terms and Conditions .pdf | ||
| 7-Contract Document 36TH STREET SIDEWALK.pdf | ||
| 6-Scope of Work 36TH STREET SIDEWALK.pdf | ||
| 4-Business License Requirements.pdf | ||
| 3-Combined Certifications for Contracting.pdf | ||
| 2-Affidavit of Joint Venture.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
WARD 5
WARD 4
WARD 3
WARD 1
WARD 2
PROJECT LOCATION - WARD 6
2023-2025
BOND PROGRAM
WARD 2
COLONEL GLENN ROAD TO BOYLE PARK ROAD
No.128
WARD 7
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
C O
VE
R
C1
WARD 2
100% SUBMITTAL
36TH STREET
SIDEWALK
LAT: 34°43'12" N
LON: 92°21'13" W
SCALE: NTS
WARD 6
AutoCAD SHX Text DEPARTMENT OF PUBLIC WORKS CIVIL ENGINEERING 701 WEST MARKHAM STREET LITTLE ROCK, ARKANSAS 72201
AutoCAD SHX Text
DEVELOPMENT CONSULTANTS INC.
AutoCAD SHX Text W
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text K
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text Y
AutoCAD SHX Text O
AutoCAD SHX Text 2200 NORTH RODNEY PARHAM RD., SUITE 220 LITTLE ROCK, AR 72212-4155 PH. 501-221-7880
AutoCAD SHX Text
INC.
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text
DEVELOPMENT
AutoCAD SHX Text
PROJECT LOCATION
FL=273.66 XXX
X
X X
X
X
XXXXXXXXXX
X
X
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
FL=271.41
" R
CP
" R
C P
8" HEADWALL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W)
C2
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
SCALE: 1" = 20'
40'20'010'20'
NORTH
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
WEST 36TH STREET
X X
X
X
XXXXXXXXXX
X
X
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
FL=271.41
" R
CP
" R
C P
8" HEADWALL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
CP1
EL: 276.19
N: 140975.10 E: 1205364.47
CP2
EL: 285.35
N: 140996.00 E: 1205786.14
ST
A
1+
.9
ST
AR
T
" C
U R
B
G U
TT
ER
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W)
CP2
EL: 285.35
N: 140996.00 E: 1205786.14
CP3
EL: 286.22
N: 140928.83 E: 1205957.79
CP4
EL: 284.73
N: 140837.38 E: 1206231.98
L=344.7 R=578.41
L=300.220 R=1050.000 L=102.140
R=400.000
C3
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
SCALE: 1" = 20'
40'20'010'20'
NORTH
L
AY
O U
T
SH
EE
T
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text 5.00'
AutoCAD SHX Text 5.00
5.00
24" CMP/RCP/DIP
X X X
CO
T
T
E
E
OE OE
4"G
8"SS
8"W
GP
RR(Sp)
IR
PK
WM
FH
WV
CM
GM
GV
UGT
UGE
S
OT OT
OC OC
UGC
S
D
C
C4
G
EN
ER
A
L N
O
TE
S, L
EG
EN
D S
Q
U A
N
TI
TI
ES
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
100% SUBMITTAL
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SETBACK LINE
AutoCAD SHX Text
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
EDGE OF WOODS
AutoCAD SHX Text
CONTOUR LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
CURB
AutoCAD SHX Text
STORM SEWER/CULVERT
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
R.R. SPIKE
AutoCAD SHX Text
PK NAIL
AutoCAD SHX Text
IRON ROD
AutoCAD SHX Text
ELECTRIC MANHOLE
AutoCAD SHX Text
TELEPHONE MANHOLE
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
SIGN POST
AutoCAD SHX Text
CLEAN-OUT
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GUARD POST (BOLLARD)
AutoCAD SHX Text
CONC. MONUMENT
AutoCAD SHX Text
TELEPHONE BOX
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
EVERGREEN/CONIFEROUS TREE
AutoCAD SHX Text
DECIDUOUS TREE
AutoCAD SHX Text
PROPOSED SPOT ELEVATION
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
STORM SEWER - PIPE
AutoCAD SHX Text
STORM SEWER - JUNCTION BOX
AutoCAD SHX Text
STORM SEWER - MITERED END SECTION
AutoCAD SHX Text
STORM SEWER - GRATE INLET
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text
HP
AutoCAD SHX Text
LOW POINT
AutoCAD SHX Text
LP
AutoCAD SHX Text
GRADE BREAK LINE
AutoCAD SHX Text
PROPOSED SPOT CURB ELEVATION
AutoCAD SHX Text %%U25.50
AutoCAD SHX Text 25.00
AutoCAD SHX Text 25.00
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
SANITARY SEWER PIPE
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
CO
AutoCAD SHX Text
CONSTRUCTION - ENTRANCE/EXIT
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
STORM SEWER - FLARED END SECTION
AutoCAD SHX Text
STORM SEWER - HEADWALL
AutoCAD SHX Text
STORM SEWER - SINGLE WING
AutoCAD SHX Text
STORM SEWER - DOUBLE WING
AutoCAD SHX Text
STORM SEWER - AREA INLET
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
OVERHEAD TELEPHONE
AutoCAD SHX Text
OVERHEAD CABLE
AutoCAD SHX Text
UNDERGROUND CABLE
AutoCAD SHX Text
CUT LINE
AutoCAD SHX Text
FILL LINE
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
PROPOSED CURB
AutoCAD SHX Text
PROPOSED CONCRETE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
CABLE BOX
AutoCAD SHX Text
POST OR POLE (TYPE AS NOTED)
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
CD
AutoCAD SHX Text
CHECK DAM
AutoCAD SHX Text
DI
AutoCAD SHX Text
DIVERSION BERM
AutoCAD SHX Text
DN
AutoCAD SHX Text
DOWNDRAIN STRUCTURE - TEMPORARY
AutoCAD SHX Text
RD
AutoCAD SHX Text
ROCK DAM
AutoCAD SHX Text
SFA
AutoCAD SHX Text
ST
AutoCAD SHX Text
SU
AutoCAD SHX Text
SILT FENCE - TYPE A
AutoCAD SHX Text
STORM DRAIN OUTLET PROTECTION
AutoCAD SHX Text
SURFACE ROUGHENING
AutoCAD SHX Text
TS1
AutoCAD SHX Text
DISTURBED AREA STABILIZATION -TEMPORARY STABILIZATION
AutoCAD SHX Text
TS2
AutoCAD SHX Text
DISTURBED AREA STABILIZATION -TEMPORARY GRASSING
AutoCAD SHX Text
TS3
AutoCAD SHX Text
DISTURBED AREA STABILIZATION -PERMANENT GRASSING
AutoCAD SHX Text Mb
AutoCAD SHX Text
MATTING/BLANKETS
AutoCAD SHX Text
SD1
AutoCAD SHX Text
SEDIMENT BARRIER - SILT FENCE
AutoCAD SHX Text
SD2
AutoCAD SHX Text
SEDIMENT BARRIER - GRAVEL RING
AutoCAD SHX Text
SD3
AutoCAD SHX Text
SEDIMENT BARRIER - BLOCK & GRAVEL
AutoCAD SHX Text
SD4
AutoCAD SHX Text
SEDIMENT BARRIER - BLOCK
AutoCAD SHX Text
SB1
AutoCAD SHX Text
TEMPORARY SEDIMENT BASIN
AutoCAD SHX Text
SFB
AutoCAD SHX Text
SILT FENCE - TYPE B
AutoCAD SHX Text
SFC
AutoCAD SHX Text
SILT FENCE - TYPE C
AutoCAD SHX Text
EXISTING
PROPOSED
C5
TY
PI
C A
L
SE
C
TI
O N
S
D
ET
A
IL
S
NTS
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
100% SUBMITTAL
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
3:1 MAX FILL SOD DISTURBED AREAS
AutoCAD SHX Text TYPICAL SECTION 5' SIDEWALK ADJACENT TO CURB & VARYING WIDTH BIKE LANE STA: 1+34.96 - 1+87.11
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
PROPOSED SAWCUT LINE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
WIDTH TO RIGHT-OF-WAY VARIES
AutoCAD SHX Text 2%
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
3:1 MAX FILL SOD DISTURBED AREAS
AutoCAD SHX Text TYPICAL SECTION 5' SIDEWALK ADJACENT TO CURB STA: 1+87.11 - 3+68.00 5+04.50 - 6+90.00
AutoCAD SHX Text
11' EXISTING PAVEMENT WIDTH
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
PROPOSED SAWCUT LINE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
WIDTH TO RIGHT-OF-WAY VARIES
AutoCAD SHX Text 2%
AutoCAD SHX Text
GRASS BUFFER AREA (WIDTH VARIES)
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
3:1 MAX CUT SOD DISTURBED AREAS
AutoCAD SHX Text
TYPICAL SECTION VARYING WIDTH GRASS BUFFER & 5' SIDEWALK STA: 0+00.00 - 1+34.96
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
SOLID SOD
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text 2%
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
TYPICAL SECTION 5' SIDEWALK & TURNDOWN WALL STA: 3+68.00 - 5+04.50
AutoCAD SHX Text
BOTTOM OF WALL TO MATCH EXISTING GRADE MAX HEIGHT OF WALL 3'
AutoCAD SHX Text
PROPOSED SAWCUT LINE
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
11' EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
WALL HEIGHT VARIES; SEE GRADING PLANS
AutoCAD SHX Text
PW-43 TURNDOWN WALL
AutoCAD SHX Text
PW-20 & PW-21 HANDRAIL
AutoCAD SHX Text 2%
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
TYPICAL SECTION 5' SIDEWALK & WALL STA: 6+90.00 - 9+04.00
AutoCAD SHX Text
TIE INTO EXISTING GRADE FROM BACK OF WALL AT 2:1 SLOPE
AutoCAD SHX Text
PROPOSED SAWCUT LINE
AutoCAD SHX Text
EXISTING EOP
AutoCAD SHX Text
11' DRIVE LANE
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
WALL HEIGHT VARIES; SEE GRADING PLANS
AutoCAD SHX Text
PW-54 RETAINING WALL
AutoCAD SHX Text 9"
AutoCAD SHX Text 2%
AutoCAD SHX Text
GRASS BUFFER AREA (WIDTH VARIES)
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
2:1 MAX CUT SOD DISTURBED AREAS
AutoCAD SHX Text
TYPICAL SECTION 5' SIDEWALK TAIL-END STA: 9+14.75-EOP
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
SOLID SOD
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text 2%
AutoCAD SHX Text
5' CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
TYPICAL SECTION 5' SIDEWALK & TURN-UP WALL STA: 9+04.00 - 9+14.75
AutoCAD SHX Text
TIE INTO EXISTING GRADE FROM BACK OF WALL AT 2:1 SLOPE SOD DISTURBED AREAS
AutoCAD SHX Text
EXISTING DRIVE LANE
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
WALL HEIGHT VARIES; SEE GRADING PLANS
AutoCAD SHX Text
PW-44 TURN-UP WALL
2%
X X
X
X
XXXXXXXXXX
X
X
OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
" R
CP
" R
C P
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
CP1
EL: 276.19
N: 140975.10
CP2
EL: 285.35
N: 140996.00 E: 1205786.14
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W)
CP2
EL: 285.35
N: 140996.00 E: 1205786.14
CP3
EL: 286.22
N: 140928.83 E: 1205957.79
CP4
EL: 284.73
N: 140837.38 E: 1206231.98
C6
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
SI
TE
P R
EP
AR
AT
IO
N P
LA
N
100% SUBMITTAL
NORTH
NORTH
SCALE: 1" = 20'
40'20'010'20'
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
SAWCUT & REMOVE EXISTING ASPHALT
AutoCAD SHX Text
SAWCUT & REMOVE EXISTING ASPHALT
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
ISLAND TO REMAIN
AutoCAD SHX Text
REMOVE EXISTING HEADWALL
AutoCAD SHX Text
EXISTING STRIPING TO REMAIN
AutoCAD SHX Text
EXISTING STORM DRAIN TO REMAIN
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
GRIND EXISTING STRIPING START STA: 5+02.94
AutoCAD SHX Text
GRIND EXISTING STRIPING START STA: 5+03.05
AutoCAD SHX Text
EXISTING STRIPING TO REMAIN
AutoCAD SHX Text
REMOVE EXISTING FENCE
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN
AutoCAD SHX Text
EXISTING STORM DRAIN TO REMAIN
AutoCAD SHX Text
REMOVE TREE
AutoCAD SHX Text
SAWCUT STARTS HERE STA:1+34.96
AutoCAD SHX Text
SAWCUT & REMOVE EXISTING ASPHALT
AutoCAD SHX Text
REMOVE CURB
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
REMOVE EXISTING HEADWALL
AutoCAD SHX Text
GRIND EXISTING STRIPING
AutoCAD SHX Text
GRIND EXISTING STRIPING
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
EXISTING POLE & OVERHEAD UTILITY TO REMAIN
AutoCAD SHX Text
GRIND EXISTING STRIPING
AutoCAD SHX Text
GRIND EXISTING STRIPING
AutoCAD SHX Text
GRIND EXISTING STRIPING START STA: 5+02.94
AutoCAD SHX Text
GRIND EXISTING STRIPING START STA: 5+03.05
AutoCAD SHX Text
GRIND EXISTING STRIPING END STA: 8+67.28
AutoCAD SHX Text
GRIND EXISTING STRIPING END STA: 8+67.18
AutoCAD SHX Text
SAWCUT ENDS HERE STA:8+80.50
AutoCAD SHX Text
EXISTING STRIPING TO REMAIN
AutoCAD SHX Text
EXISTING STRIPING TO REMAIN
AutoCAD SHX Text
SAWCUT & REMOVE EXISTING ASPHALT
AutoCAD SHX Text
SAWCUT & REMOVE EXISTING ASPHALT
AutoCAD SHX Text
EXISTING CURB TO REMAIN
REMOVE EXISTING CURB
FL=273.66
C
C
C
C
C
C
C
C
C
C
C
C
C
XXX
X
X X
X
X
XXXXXXXXXX
X
X
OHE
OHE OHE
OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
FL=271.41
" R
CP
" R
C P
8" HEADWALL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
F F F F F F F F F F F F F F F F F F F F F F F F F F F
F F F
F F F F F F F F F F F F F F
TURNDOWN WALL PW-43
W/ HANDRAIL PW-20
C
C
ST
A
1+
.9
ST
AR
T
" C
U R
B
G U
TT
ER
D
PROPOSED
SAWCUT LINE
EXISTING BIKE
LANE STRIPING
EXISTING BIKE
LANE STRIPING
PROPOSED 5'
SIDEWALK
PROPOSED 5'
SIDEWALK
PROPOSED
SAWCUT LINE
TURNDOWN WALL PW-43
W/ HANDRAIL PW-20 & PW-21PROPOSED 5'
SIDEWALK
START TURNDOWN WALL
STA:3+68.00
END TURNDOWN WALL
STA:5+04.50
PW-41
PW-41
76.32
76.50
76.41
TW- 282.64
BW- 280.16
TW- 284.50
BW- 282.35 TW- 285.17
BW- 283.90
TW- 283.84
BW- 281.14
TW- 281.88
BW- 279.70
TW- 282.06
BW- 279.96
TW- 285.17
BW- 283.90
6.
6.
6.
6.
7.
8.
9.
0.
2.
3.
4.
C7
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
PL
AN
P
R O
FI
LE
(1 O
F 2)
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOP STA: 1+34.96 START SAWCUT LINE
AutoCAD SHX Text
VERTICAL SCALE: 1"=5' HORIZONTAL SCALE: 1"=20'
AutoCAD SHX Text CI-1 6' PW-1A CURB INLET W/ 2-3' EXTENSIONS STA:4+20.97 LT RIM= 283.01 ST-2 FL=273.39 EXISTING 48" CROSS-DRAIN FL=273.29 (EX)
AutoCAD SHX Text
ST-1 FL=272.20 STA:0+10.81
AutoCAD SHX Text
EXISTING 18" RCP STA:47.68
AutoCAD SHX Text
ST-2 FL: 273.39 FL OF
AutoCAD SHX Text
SAWCUT LINE & PROPOSED GUTTER LINE GRADE
SAWCUT LINE & PROPOSED GUTTER LINE GRADE
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W) C
C
C F
F F
F
F
F
F
F
F F
F F F
F F F F F F F F F
F F F
TURNDOWN WALL PW-43
W/ HANDRAIL PW-20
C C
C
C
C
C
C
C
C
C C
C C
C C
C
CCCCCCCCC
C
CCCC
L=300.220 R=1050.000 L=102.140
R=400.000
END RETAINING WALL PW-54
START TURNUP WALL PW-44
STA: 9+04.00
END TURNUP WALL
PW-44
STA: 9+14.75
RETAINING WALL
PW-54
RETAINING WALL
PW-54
RETAINING WALL
PW-54
PROPOSED
SAWCUT LINE
PROPOSED
SAWCUT LINE
EXISTING BIKE
LANE STRIPING
EXISTING BIKE
LANE STRIPING
EXISTING BIKE
LANE STRIPING
PROPOSED
SAWCUT LINE
PROPOSED 5'
SIDEWALK
PROPOSED
SAWCUT LINE PROPOSED 5'
SIDEWALK
END TURNDOWN WALL
STA:5+04.50
START RETAINING WALL (PW-54)
STA:6+90.00
TYPE 3 RAMP
PW-41
PW-41
TW- 292.47
SW- 288.51
BW- 286.76
TW- 291.63
SW- 288.58
BW-286.83
TW- 289.78
SW- 288.48
BW- 286.73
TW- 284.50
BW- 282.35
TW- 285.17
BW- 283.90
85.35
TW- 283.84
BW- 281.14
TW- 293.01
SW- 288.88
BW- 287.13
TW- 292.45
SW- 288.07
BW- 286.32 TW- 292.44
SW- 287.63
BW- 285.88
TW- 292.65
SW- 287.21
BW- 285.46 TW- 291.13
SW- 286.80
BW- 285.05 TW- 289.10
SW- 286.37
BW- 284.62
TW- 288.37
SW- 286.29
BW- 284.54
TW- 285.17
BW- 283.90
TW- 292.77
SW- 288.80
BW- 287.05
TW- 286.76
SW- 286.09
4.
4.
5.
7.
7.
7.
8.
8.
7.
6.
5.
4.
C8
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
PL
AN
P
R O
FI
LE
(2 O
F 2)
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EOP 8+80.50 END SAWCUT LINE
AutoCAD SHX Text
VERTICAL SCALE: 1"=5' HORIZONTAL SCALE: 1"=20'
AutoCAD SHX Text 6+00
AutoCAD SHX Text
SAWCUT LINE & PROPOSED GUTTER LINE GRADE
AutoCAD SHX Text
SAWCUT LINE & PROPOSED GUTTER LINE GRADE
S87°24'23"E 478.82'
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 1
100% SUBMITTAL
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
C9
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 2
100% SUBMITTAL
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
C10
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 3
100% SUBMITTAL
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text
PROPOSED 5' STORM STRUCTURE
C11
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 4
100% SUBMITTAL
AutoCAD SHX Text 16.1'
AutoCAD SHX Text 17.5'
AutoCAD SHX Text 15.2'
AutoCAD SHX Text 14.7'
AutoCAD SHX Text 14.9'
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
C12
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 5
100% SUBMITTAL
AutoCAD SHX Text 14.1'
AutoCAD SHX Text 13.6'
AutoCAD SHX Text 13.8'
AutoCAD SHX Text 15.7'
AutoCAD SHX Text 16.5'
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text 16.3'
C13
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
06/19/2025
VERT:1"=5' & HORZ:1"=10'
C R
O
SS
S
EC
TI
O
N S
- 6
100% SUBMITTAL
AutoCAD SHX Text 18.9'
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text R.O.W
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text 20.6'
AutoCAD SHX Text R.O.W
AutoCAD SHX Text R.O.W
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
C14
X X
X
X
XXXXXXXXXX
X
X
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
" R
CP
" R
C P
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
ST
A
1+
.9
ST
AR
T
" C
U R
B
G U
TT
ER
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W)
L=344.78 R=578.414
L=300.220 R=1050.000 L=102.140
R=400.000
C15
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
P
H
AS
E
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
NORTH
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
SF-A
X X
X
X
XXXXXXXXXX
X
X
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
280 280
FL=274.03
FL=273.51
18" RCP
FL=271.50
" R
CP
" R
C P
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
8" HEADWALL280
(80' R/W)
ST
A
1+
.9
ST
AR
T
" C
U R
B
G U
TT
ER
D
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
310310
305305
305305
300 300
295295
295295
290290
290290290
8" HEADWALL
(80' R/W)
L=344.78 R=578.414
L=300.220 R=1050.000 L=102.140
R=400.000
C16
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
P
H
AS
E
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
NORTH
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
EXISTING BIKE LANE STRIPING
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BIKE LANE STRIPING
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING POWER POLE
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
SD-2
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SOD
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
SF-A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XXX
X X
X
XXXXXXXXXX
X
X
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL BOX
18"X24"
ELECTRICAL
HAND HOLE
18"X12" ELECTRICAL BOX
24" TRAFFIC CONTROL BOX
(80' R/W)
EXISTING PAVEMENT
MARKINGS TO REMAIN
EXISTING PAVEMENT
MARKINGS TO REMAIN
EXISTING PAVEMENT
MARKINGS TO REMAIN
EXISTING PAVEMENT
MARKINGS TO REMAIN
1'X5' WHITE
THERMOPLASTIC
CROSSWALK STRIPING
@ 3' O.C.
ST
A
1+
.9
ST
AR
T
" C
U R
B
G U
TT
ER
PROPOSED STRIPING
START STA: 5+02.94
PROPOSED STRIPING
START STA: 5+03.05
D
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
(80' R/W)
4" SOLID
DOUBLE-YELLOW
THERMOPLASTIC
PAVEMENT MARKING
4" SOLID
DOUBLE-YELLOW
THERMOPLASTIC
PAVEMENT MARKING
4" SOLID WHITE
THERMOPLASTIC
PAVEMENT MARKING
4" SOLID WHITE
THERMOPLASTIC
PAVEMENT MARKING
EXISTING PAVEMENT
MARKINGS TO REMAIN
EXISTING PAVEMENT
MARKINGS TO REMAIN
EXISTING PAVEMENT
MARKINGS TO REMAIN
PROPOSED STRIPING
START STA: 5+02.94
PROPOSED STRIPING
START STA: 5+03.05
PROPOSED STRIPING
END STA: 8+67.18
PROPOSED STRIPING
END STA: 8+67.28
PROPOSED WHITE THERMOPLASTIC
BIKE LANE SYMBOL TYP.
4" SOLID
DOUBLE-YELLOW
THERMOPLASTIC
PAVEMENT MARKING
C17
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
ST
R
IP
IN
G P
LA
N
SCALE: 1" = 20'
40'20'010'20'
NORTH
100% SUBMITTAL
NORTH
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text CONTRACTOR TO SPOT MARK FOR STRIPING LAYOUT AND OBTAIN APPROVAL FROM CITY OF LITTLE ROCK TRAFFIC ENGINEERING PRIOR TO PERMANENT INSTALLATION
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
WEST 36TH STREET
CONTRACTOR TO SPOT MARK FOR STRIPING LAYOUT AND OBTAIN APPROVAL FROM CITY OF LITTLE ROCK TRAFFIC ENGINEERING PRIOR TO PERMANENT INSTALLATION
X
X X
X X
TRAFFIC SIGNAL POLE
(80' R/W)
(80' R/W)
D
ROADWORK AHEAD SIGN
MUTCD W20-1
END ROADWORK SIGN
MUTCD G20-2
DRUMS TYP.
ROADWORK AHEAD SIGN
MUTCD W20-1
END ROADWORK SIGN
MUTCD G20-2
ROADWORK AHEAD SIGN
MUTCD W20-1
END ROADWORK SIGN
MUTCD G20-2
BIKE LANE
CLOSED AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
CLOSED
BIKE LANE
AHEAD
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
DRUMS TYP.
100% SUBMITTAL
C18
1:20
D
EP
A R
TM
EN
T O
F
PU
B
LI
C W
O R
K S
LI
TT
LE
R
O C
K , A
R K
A N
SA
S
W . M
A R
K H
A M
C
IV
IL
E
N G
IN
EE
R
IN
G
C
IT
Y O
F
LI
TT
LE
R O
C K
, A R
K A
N
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
IM
IM
BK
TH
S T.
S
ID
EW
A
LK
11/05/2025
M
AI
N
TE
N
AN
C E
O F
TR
AF
FI
C
P
LA
N
NORTH
SCALE: 1" = 80'
160'80'040'80'
NORTH
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
W. 36TH STREET C/L
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
COLONEL GLENN RD
AutoCAD SHX Text
BOYLE PARK ROAD
AutoCAD SHX Text
WEST 36TH STREET
AutoCAD SHX Text
3:1 MAX CUT
AutoCAD SHX Text TYPICAL SECTION VARYING GRASS BUFFER & SIDEWALK STA: BOP - 0+82.87 3+25.83 - 3+53.77 3+89.65 - 4+12.27 4+83.12 - 5+29.31
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
SOLID SOD
AutoCAD SHX Text
EXISTING C/L
AutoCAD SHX Text
EXISTING EOP
PROPOSED SAWCUT LINE
| Sheets and Views |
| 25-130 SITE - C1 - COVER |
| 25-130 SITE - C2 - EX. COND. |
| 25-130 SITE - C3 - TIES & LAYOUT |
| 25-130 SITE - C4 - LEGEND |
| 25-130 SITE - C5 - TYP. SECTIONS |
| 25-130 SITE - C6 - SITE PREP |
| 25-130 SITE - C7 - 36TH P&P - 1 |
| 25-130 SITE - C8 - 36TH P&P - 2 |
| 25-130 P&P - C9 - X-SEC |
| 25-130 P&P - C10 - X-SEC |
| 25-130 P&P - C11 - X-SEC |
| 25-130 P&P - C12 - X-SEC |
| 25-130 P&P - C13 - X-SEC |
| 25-130 P&P - C14 - X-SEC |
| C15 25-130 SITE - C15 - Ero P1 |
| C16 25-130 SITE - C16 - Ero P2&3 |
| 25-130 SITE - C16 - Strping |
| 25-130 SITE - C17 - MOT |
File details come from the government source that posted it. Updated .