gamble rd 100% submittal 16-5-st-15 ward 5 kanis rd to ...€¦ · zr. 100% submittal. 9"...
TRANSCRIPT
DE
PA
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AN
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S 72201
701 W
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AR
KH
AM
CIV
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IN
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CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
N.T.S.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
16-5-ST-15WARD 5
GAMBLE RD
GA
MB
LE
RD
C1
CO
VE
R S
HE
ET
2019-11-19
16-5-ST-15
RH
RH
ZR
KANIS RD TO ARTHUR LN
CENTRAL ARKANSAS ENGINEERINGCIVIL ENGINEERING SURVEYING GIS
A PROFESSIONAL LIMITED LIABILITY COMPANY
1012 AUTUMN ROAD, SUITE #2 | LITTLE ROCK, ARKANSAS 72211OFFICE: 501.227.4459 | FAX: 501.227.3820 | EMAIL: [email protected]
www.CentralArkansasEngineering.com
| |
100% SUBMITTAL
SHEET NO. TITLE
C1 COVER SHEET
C2 LEGEND
C3 CONSTRUCTION SECTIONS
C4 PLAN & PROFILE STA. 10+00 TO STA. 12+50
C5 PLAN & PROFILE STA.12+50 TO STA. 15+00
C6 PLAN & PROFILE STA. 15+00 TO STA. 17+50
C7 PLAN & PROFILE STA. 17+50 TO STA. 20+00
C8 PLAN & PROFILE STA 20+00 TO STA. 22+50
C9 PLAN & PROFILE STA.22+50 TO STA. 25+00
C10 PLAN & PROFILE STA. 25+00 TO STA. 27+38
C11 DRIVEWAY 1
C12 DRIVEWAY 2
C13 DRIVEWAY 3
C14 DRIVEWAY 4
C15 DRIVEWAY 5
C16 SEGMENTAL RETAINING WALLS
C17 SOUTH RETAINING WALL DETAILS
C18 NORTH RETAINING WALL DETAILS
C19 EROSION CONTROL 1
C20 EROSION CONTROL 2
C21 EROSION CONTROL 3
C22 EROSION CONTROL 4
C23 CROSS SECTION 1
C24 CROSS SECTION 2
C25 CROSS SECTION 3
C26 CROSS SECTION 4
C27 CROSS SECTION 5
C28 CROSS SECTION 6
C29 CROSS SECTION 7
C30 CROSS SECTION 8
C31 CROSS SECTION 9
C32 CROSS SECTION 10
C33 CROSS SECTION 11
C34 CROSS SECTION 12
C35 CROSS SECTION 13
C36 CROSS SECTION 14
C37 CROSS SECTION 15
C38 CROSS SECTION 16
C39 CROSS SECTION 17
C40 CROSS SECTION 18
C
L
DE
PA
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S 72201
701 W
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KH
AM
CIV
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IN
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CIT
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K, A
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SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
SCALE
DATE
GA
MB
LE
RD
C2
LE
GE
ND
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
TCE
TCE
T
C
E
AR
TH
UR
LN
9+
91
10+
00
10
+5
0
11
+0
0
11+
50
12+
00
12
+5
0
13
+0
0
13+
50
14+
00
14
+5
0
15+
00
15+
50
16+
00
16+
50
17+
00
17+
50
18+
00
18+
50
19
+0
0
19+
50
20
+0
0
20
+5
0
21+
00
21+
50
22
+0
0
22
+5
0
23+
00
23
+5
0
24
+0
0
24
+5
0
25
+0
0
25
+5
0
26
+0
0
26
+5
0
27
+0
0
27
+3
8
5
4
0
5
5
0
5
3
0
5
6
0
5
3
0
5
2
0
5
1
0
5
1
0
5
0
0
5
2
0
5
3
0
5
4
0
5
5
0
5
6
0
560
5
7
0
5
0
0
4
9
0
570
5
5
0
4
8
0
5
6
0
5
3
0
550
5
2
0
540
5
1
0
4
7
0
500
4
6
0
530
490
480
470
520
4
6
0
5
1
0
510
4
7
0
5
0
0
4
7
0
4
8
0
520
5
3
0
510
500
4
6
0
490
4
7
0
5
1
0
4
8
0
500
SE
QU
IN
A
VE
PA
LE
Z A
VE
ALLE
YA
LLE
Y
8''
SS
CO
LE
MA
N A
VE
.
SE
QU
IN
A
VE
CO
LE
MA
N A
VE
CLO
SE
D
R/ W R/ W R/ W R/ W R/ W R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
PA
LE
Z A
VE
CLO
SE
D T
HIS
SID
E O
F R
OW
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
-1.0%
SFA TCE
R/ W R/ W
TCE TCETCE
TCETCE TCE TCE
R/ W R/ W
TCE
TCE
TCE
TCE
DE
PA
RT
ME
NT
O
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TL
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SA
S 72201
701 W
. M
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KH
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CIV
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IN
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G
CIT
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F L
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TL
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K, A
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AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C3
CO
NS
TR
UC
TIO
N S
EC
TIO
NS
2019-11-19
16-5-ST-15
RH
RH
ZR
COMPLETE RE-CONSTRUCTION
MILL & OVERLAY
EXISTING
61'
ST
A. 9
+9
1 B
OP
ST
A. 1
0+
50
ST
A. 2
7+
38
E
OP
ST
A. 2
6+
80
GAMBLE RD SECTIONS
100% SUBMITTAL
MILL & OVERLAY
EXISTING
58'
TCE
T
C
E
T
C
E
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
speed lim
it sign
bond m
oney sign
IR
stop sign
9+
91
10
+0
0
10
+5
0
11
+0
0
11
+5
0
12
+0
0
12
+5
0
5
0
0
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
R/W
R/W
R/W
R/W
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
ASPHALT
GRAVEL DRIVE
N:1
49,7
11.9
5
E:1
,186,6
12.9
9
RP
N
:1
4
9
,7
5
3
.6
5
E
:1
,1
8
6
,6
9
7
.8
8
R
P
N
:1
4
9
,6
9
9
.6
4
E
:1
,1
8
6
,6
5
3
.2
4
LOT 13 BLK 22
1120 GAMBLE
LOT 11 BLK 22
1120 GAMBLE
LOT 9 BLK 22
1120 GAMBLE
LOT 10 BLK 22
1120 GAMBLE
LOT 8 BLK 23
1121 GAMBLE
LOT 7 BLK 23
1121 GAMBLE
LOT 6 BLK 23
1121 GAMBLE
LOT 5 BLK 23
1121 GAMBLE
LOT 4 BLK 23
1121 GAMBLE
Northwest Little Rock VFW POST 9095
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
1121 Gamble Road Little Rock,
AR 72211
Northwest Little Rock VFW POST 9095
Northwest Little Rock VFW POST 9095
Northwest Little Rock VFW POST 9095
Northwest Little Rock VFW POST 9095
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
149 Dunbar Road
Natchez, MS 39120
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz Lynn Wirtz
Lynn Wirtz
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
LOT 12 BLK 22
1120 GAMBLE
-1.0%
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP EOPEOP
EOP
EOP
EOP
EOP
EO
P
EO
P
EO
P
EO
P
EOP
EOP
E
O
P
EO
P
EOPEOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
EO
P
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EO
P
EO
P
EO
P EOP EOP EOP EOP EOP EOP EOP EOP EOP
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
FFFFFFFFFFF
TCETCETCETCETCETCETCETCETCETCE
AR
EA
12
2327.43
OVERLAY ONLY
FROM STA 9+90 TO
STA 14+50
482.15
E48
3.12
F
484.05
E48
4.67
F
485.68
E48
6.25
F
487.44
E48
7.96
F
489.25
E48
9.79
F
491.18
E49
1.75
F
493.33
E49
3.81
F
495.75
E49
6.07
F
498.30
E49
9.10
F
501.16
E50
2.14
F
504.39
E50
5.18
F
LOW PT STA: 10+21.55
LOW PT ELEV: 484.46
PVI STA:10+79.35
PVI ELEV:487.94
K:50.71
10+
21.55
484.46
11+
37.16
492.74
115.62'
1
2
.1
4
%
6.0
3%
8
.3
1
%
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C4
ST
A. 1
0+00
TO
ST
A. 1
2+50
2019-11-19
16-5-ST-15
RH
RH
ZR
PL
AN
- P
RO
FIL
E
100% SUBMITTAL
MA
TC
H L
IN
E S
H. 5
EXISTING R-O-W20'
NOTE:
R-O-W NOT ACQUIRED ON EAST SIDE
FROM STA 9+90 TO STA 14+50.
CONTRACTOR TO STAY WITH EXISTNG
R-O-W.
TCETCE
TCETCE
TCE
IR
IR
12+
50
13+
00
13+
50
14+
00
14+
50
15+
00
>>>>
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
PA
LE
Z A
VE
-13.8%
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R/ W
PA
LE
Z A
VE
CLO
SE
D T
HIS
SID
E O
F R
OW
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHEOHE OHE OHE
OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
CONC
PI @
14+
57.83
N
:
1
5
0
,
1
5
7
.
3
7
E
:
1
,
1
8
6
,
6
6
2
.
7
2
LOT 9 BLK 19
LOT 8 BLK 18
1027 GAMBLE
LOT 16 BLK22
1120 GAMBLE
LOT 15 BLK22
1120 GAMBLE
LOT 14 BLK 22
1120 GAMBLE
LOT 13 BLK 22
1120 GAMBLE
LOT 4 BLK 23
1121 GAMBLE
LOT 3 BLK 23
1121 GAMBLE
LOT 2 BLK 23
1121 GAMBLE
LOT 1 BLK 23
1121 GAMBLE
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Northwest Little Rock VFW POST 9095
Northwest Little Rock VFW POST 9095
149 Dunbar Road
Natchez, MS 39120
149 Dunbar Road
Natchez, MS 39120
Shirley Davis
58 Chenal Circle
Little Rock, AR 72223
1121 Gamble Road Little Rock,
AR 72211
Northwest Little Rock VFW POST 9095
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
Northwest Little Rock VFW POST 9095
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
Lynn Wirtz
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
1120 GAMBLE
-14.6%
-12.7%
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOP
EOPEOP
EOP EOP
EOP EOPEOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EO
P
EO
P
EO
P
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
CCC
AR
EA
1
6726.58
OVERLAY ONLY FROM STA
9+90 TO STA 14+50
1
3
.0
8
%
1
4
.1
4
%
1
4
.8
0
%
1
4
.9
3
%
1
3
.8
7
%
1
2
.1
4
%
HIGH PT STA: 15+88.09
HIGH PT ELEV: 529.99
PVI STA:14+75.71
PVI ELEV:532.58
K:22.03
13
+2
0.5
3
51
3.7
4
310.36'
504.39
E50
5.18
F
507.66
E50
8.21
F
510.99
E51
1.25
F
514.65
E51
4.28
F
518.38
E51
7.12
F
521.92
E51
9.68
F
525.39
E52
1.96
F
528.53
E52
3.95
F
531.03
E52
5.66
F
532.52
E52
7.08
F
534.01
E52
8.23
F
534.12
E52
9.08
F
HIGH PT STA: 13+74.99
HIGH PT ELEV: 519.68
PVI STA:13+47.76
PVI ELEV:517.39
K:13.35
13
+2
0.5
3
51
3.9
8
13
+7
4.9
9
5
19
.6
8
54.45'
517.33 R
EV
517.33 R
EV
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C5
ST
A.
12+
50 T
O S
TA
. 15+
00
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTALM
AT
CH
L
IN
E S
H. 4
MA
TC
H L
IN
E S
H. 6
EXISTING R-O-W
20'
NOTE:
R-O-W NOT ACQUIRED ON EAST SIDE
FROM STA 9+90 TO STA 14+50.
CONTRACTOR TO STAY WITH EXISTNG
R-O-W.
STA 14+75 TO 14+40
TRANSITION FROM
PROPOSED TYP
SECTION TO
EXISTING EDGE OF
PAVEMENT
C
C
C
C
C
C
C
C
C
C
CC
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
C
C
C
C
C C C
C
C
C C
IR
IR
IR
IR
IR
15
+0
0
15
+5
0
16
+0
0
16
+5
0
17
+0
0
17
+5
0
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
-13.8%
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHEOHE
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHE
OHE
OHE
OHE
GRAVEL
CONC
CONC
CONC
CONC
CONC
CONC
LOT 14 BLK 19
LOT 13 BLK 19
LOT 12 BLK 19
LOT 11 BLK 19
LOT 10 BLK 19
LOT 9 BLK 19
LOT 8 BLK 18
1027 GAMBLE
LOT 7 BLK 18
1023 GAMBLE
LOT 6 BLK 18
1019 GAMBLE
LOT 5 BLK 18
1015 GAMBLE
LOT 4 BLK 18
1011 GAMBLE
LOT 3 BLK 18
1007 GAMBLE
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Clayton L. and Martha S. Taylor
1007 Gamble Road
Little Rock, AR 72211
Hamed Khalili Ardestani
1011 Gamble Road
Little Rock, AR 72211
JMC Properties, LLC
C/O Goss Management PO
Box 22693
Little Rock, AR 72221
Mark Stevens and Aundrea Stevens as
Co-Trustees of the Stevens Living Trust
1420 S. Taylor
Little Rock, AR 72204
Yanqiu Liao and Jinlong Huang
1023 Gamble Road
Little Rock, AR 72211
Shirley Davis
58 Chenal Circle
Little Rock, AR 72223
-14.6%
-18.6%
-19.2%
-22.1%
-18.4%
-21.7%
EOP
EOP
EOPEOP
EOPEOP
EOPEOP
EOPEOP
EOP EOPEOP
EOPEOP
EOPEOP
EOP
EOP
EOP
E
O
P
E
O
P
EO
P
EO
P
E
O
P
EOPEOP
EOP
EOP
EOP EOPEOP
EOP EOPEOP
EOPEOP
EOPEOP
EOPEOP
EOPEOP
EOP
EOP
EOPEOP
EOP
EOPEOP
EOPEOP
EOP
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
TCE
TCE TCE
TCETCE
TCETCE
TCE
TCE
TCE
TCE
TCETCE
TCE
TCETCE
TCE
534.
01E
528.
23F
534.
12E
529.
08F
533.
95E
529.
66F
533.
62E
529.
95F
533.
20E
529.
95F
532.
78E
529.
68F
532.
37E
529.
20F
531.
91E
528.
71F
531.
36E
528.
23F
530.
81E
527.
74F
530.
21E
527.
26F
-1.94%
HIGH PT STA: 15+88.09
HIGH PT ELEV: 529.99
PVI STA:14+75.71
PVI ELEV:532.58
K:22.03
16+
30.89
529.57
310.36'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
13-B-3G
V: 1"=5'
GA
MB
LE
RD
C6
ST
A. 1
5+00
TO
ST
A. 1
7+50
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
MA
TC
H L
IN
E S
H. 5
MA
TC
H L
IN
E S
H. 7
Property owners indicate they have existing sprinkler systems
which may be affected by proposed construction. It shall be the
responsibility of the contractor to locate any sprinkler system
components and relocate and repair to clear the proposed
construction and demostrate their proper function prior to project
completion.
TCETCE
TCETCE
TCE
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C C C C C C C C C
C
C
C
C
C
C
C
F F F F F
IR
IR
12+
50
13+
00
13+
50
14+
00
14+
50
15+
00
>>>>
>>>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
PA
LE
Z A
VE
-13.8%
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R/ W
PA
LE
Z A
VE
CLO
SE
D T
HIS
SID
E O
F R
OW
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHEOHE OHE OHE
OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
CONC
PI @
14+
57.83
N
:
1
5
0
,
1
5
7
.
3
7
E
:
1
,
1
8
6
,
6
6
2
.
7
2
LOT 9 BLK 19
LOT 8 BLK 18
1027 GAMBLE
LOT 16 BLK22
1120 GAMBLE
LOT 15 BLK22
1120 GAMBLE
LOT 14 BLK 22
1120 GAMBLE
LOT 13 BLK 22
1120 GAMBLE
LOT 4 BLK 23
1121 GAMBLE
LOT 3 BLK 23
1121 GAMBLE
LOT 2 BLK 23
1121 GAMBLE
LOT 1 BLK 23
1121 GAMBLE
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Northwest Little Rock VFW POST 9095
Northwest Little Rock VFW POST 9095
149 Dunbar Road
Natchez, MS 39120
149 Dunbar Road
Natchez, MS 39120
Shirley Davis
58 Chenal Circle
Little Rock, AR 72223
1121 Gamble Road Little Rock,
AR 72211
Northwest Little Rock VFW POST 9095
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
1121 Gamble Road Little Rock,
AR 72211
Northwest Little Rock VFW POST 9095
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
Lynn Wirtz
Lynn Wirtz
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
1120 GAMBLE
-14.6%
-12.7%
F
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOP
EOPEOP
EOP EOP
EOP EOPEOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EO
P
EO
P
EO
P
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
FFFFFFFCCC
AR
EA
1
6726.58
OVERLAY ONLY FROM STA
9+90 TO STA 14+50
1
3
.0
8
%
1
4
.1
4
%
1
4
.8
0
%
1
4
.9
3
%
1
3
.8
7
%
1
2
.1
4
%
HIGH PT STA: 15+88.09
HIGH PT ELEV: 529.99
PVI STA:14+75.71
PVI ELEV:532.58
K:22.03
13
+2
0.5
3
51
3.7
4
310.36'
504.39
E50
5.18
F
507.66
E50
8.21
F
510.99
E51
1.25
F
514.65
E51
4.28
F
518.38
E51
7.12
F
521.92
E51
9.68
F
525.39
E52
1.96
F
528.53
E52
3.95
F
531.03
E52
5.66
F
532.52
E52
7.08
F
534.01
E52
8.23
F
534.12
E52
9.08
F
HIGH PT STA: 13+74.99
HIGH PT ELEV: 519.68
PVI STA:13+47.76
PVI ELEV:517.39
K:13.35
13
+2
0.5
3
51
3.9
8
13
+7
4.9
9
5
19
.6
8
54.45'
517.33 R
EV
517.33 R
EV
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C5
ST
A.
12+
50 T
O S
TA
. 15+
00
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTALM
AT
CH
L
IN
E S
H. 4
MA
TC
H L
IN
E S
H. 6
EXISTING R-O-W
20'
NOTE:
R-O-W NOT ACQUIRED ON EAST SIDE
FROM STA 9+90 TO STA 14+50.
CONTRACTOR TO STAY WITH EXISTNG
R-O-W.
STA 14+75 TO 14+40
TRANSITION PROM
PROPOSED TYP
SECTION TO
EXISTING EDGE OF
PAVEMENT
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
CC
CC
CC
CC
FF F F
F
FF F
IR
1717
523.113
tele ped
IR
IR
IR
17
+5
0
18
+0
0
18
+5
0
19
+0
0
19
+5
0
20
+0
0
>>>>
>>
>>
>>
>>
>>
>>
>>>>
>>>>
>>
>>
>>>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
CO
LE
MA
N A
VE
.
CO
LE
MA
N A
VE
CLO
SE
D
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ WR/ W
R/ WR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R
R/ WR/ W
R/ WR/ W
R/ WR/ W R/ W R/ W R/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
GRAVEL
CONC
CONC
CONC
GRAVEL
PI @
1
8+
96
.7
5
N
:
1
5
0
,
5
9
6
.
1
6
E
:
1
,
1
8
6
,
6
7
3
.
4
4
LOT 8 BLK 15
LOT 7 BLK 15
LOT 10 BLK 14
LOT 9 BLK 14
LOT 16 BLK19
LOT 15 BLK19
LOT 14 BLK 19
LOT 3 BLK 18
1007 GAMBLE
LOT 2 BLK 18
1003 GAMBLE
LOT 1 BLK 18
1001 GAMBLE
Lynn Wirtz
149 Dunbar Road
Natchez, MS 39120
James S. Elliott
1717 Point West Drive Little
Rock, AR 72211
James S. Elliott
1717 Point West Drive Little
Rock, AR 72211
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
L
ittle
Rock, AR 72223
William Sims and James Campbell
1001 Gamble Road
Little Rock, AR 72211
Blake A. and Ashley Loy
1003 Gamble Road
Little Rock, AR 72211
Clayton L. and Martha S. Taylor
1007 Gamble Road
Little Rock, AR 72211
Edward M Bradshaw
Edward M Bradshaw
409 Cheshire Drive
Benton, AR 72015
409 Cheshire Drive
Benton, AR 72015
R/ W R/ W R/ W R/ W
EOP
EOP
EOP EOP EOPEOP EOP EOP EOP EOP
EOP EOP EOP
EOP EOP EOP
EOP
EOP
E
O
P
E
O
P
E
O
PE
O
P
EO
P
EOP
EOP
EOP
EOPEOP
EOP
E
O
P
EO
P
EO
P
EO
P
E
O
P
EOP
EOP
EO
P
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP EOP EOPEOP EOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
R/ W R/ W R/ W R/ W
C
C
C
R/ WR/ W
R/ W R/ W R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W
FFFFFFFFFFF
C
C
C
℄℄
TCE
TCE
TCE TCE
TCETCE
TCE
TCE TCETCE
TCE TCETCE
TCE TCETCE
TCE
530.
21E
527.
26F
529.
51E
527.
08F
529.
00E
526.
91F
528.
50E
526.
74F
528.
07E
526.
60F
527.
71E
526.
56F
527.
56E
526.
60F
527.
39E
526.
74F
527.
40E
526.
96F
527.
40E
527.
18F
527.
54E
527.
40F
-0.69%
ST
A: 1
7+
50
.1
0
EL
EV
: 5
27
.2
5
LOW PT STA: 18+74.61
LOW PT ELEV: 526.56
PVI STA:18+81.10
PVI ELEV:526.35
K:66.85
18+
28.50
526.71
19+
33.70
526.82
105.20'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C7
ST
A. 1
7+50
TO
ST
A. 2
0+00
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTALM
AT
CH
L
IN
E S
H. 6
MA
TC
H L
IN
E S
H. 8
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
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
F
F
F
F
F
IR
IR
IR
IR
IR
IR
20
+0
0
20
+5
0
21
+0
0
21
+5
0
22
+0
0
22
+5
0
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHE
OHE
OHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHE OHEOHE
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
DIRT
DIRT
DIRT
LOT 7 BLK 15
LOT 6 BLK 15
LOT 5 BLK 15
LOT 4 BLK 15
LOT 3 BLK 15 LOT 2 BLK 15
LOT 15 BLK 14
804 GAMBLE
LOT 14 BLK 14
LOT 13 BLK 14
LOT 12 BLK 14
LOT 11 BLK 14
LOT 10 BLK 14
Michael & Melody Turpin
804 Gamble Road
Little Rock, Ar 72211
Latreese L. Evans
6901 Camelot Drive
Little Rock, AR 72209
Latreese L. Evans
6901 Camelot Drive
Little Rock, AR 72209
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little Rock, AR 72223
Edward M Bradshaw
Edward M Bradshaw
409 Cheshire Drive
Benton, AR 72015
409 Cheshire Drive
Benton, AR 72015
Edward M Bradshaw
409 Cheshire Drive
Benton, AR 72015
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EOPEOP
EOPEOP
EOP EOP EOP EOP EOPEOP EOP EOP
EOP
EOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP EOPEOP
EOPEOP
EOPEOP
EOPEOP
EOP EOP EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOP
EOP
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
℄
TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE
TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE
527.
54E
527.
40F
527.
72E
527.
62F
528.
01E
527.
84F
528.
16E
528.
07F
528.
23E
528.
20F
528.
17E
528.
14F
527.
85E
527.
87F
527.
41E
527.
41F
526.
72E
526.
74F
525.
77E
525.
88F
524.
71E
524.
81F
0.88%
HIGH PT STA: 21+04.48
HIGH PT ELEV: 528.20
PVI STA:22+22.34
PVI ELEV:529.37
K:31.21
20+
76.89
528.08
290.89'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C8
ST
A. 2
0+00
TO
ST
A. 2
2+50
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
MA
TC
H L
IN
E S
H. 7
MA
TC
H L
IN
E S
H. 9
C
C
C
C
C
C
C
C C C C 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
F
F
F
F F
F
F
IR
IR
IR
IR
IR
IR
cpe carc
1452
517.980
sbc tele box
22
+5
0
23
+0
0
23
+5
0
24
+0
0
24
+5
0
25
+0
0
>>
>>
>> >>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
SE
QU
IN
A
VE
W
3
W
3
W
3
W
3
SE
QU
IN
A
VE
EO
P
EO
P
EOP
EO
P
EO
P
EO
P
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ WR/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE
OHE OHE OHE OHEOHE OHE
OHEOHE
CONC
CONC
CONC
CONC
CONC
PI @ 23+37.81
N:151,075.90
E:1,186,640.10
RP
N
:
1
5
0
,
9
9
9
.
9
1
E
:
1
,
1
8
6
,
6
3
8
.
9
5
R
P
N
:
1
5
1
,
0
3
7
.
1
8
E
:
1
,
1
8
6
,
6
7
9
.
9
4
LOT 9 BLK 10
617 GAMBLE
LOT 10 BLK 10
619 GAMBLE
LOT 11 BLK 10
621 GAMBLE
LOT 2 BLK 15
LOT 1 BLK 15
LOT 14 BLK 11
618 GAMBLE
LOT 13 BLK 11
621 GAMBLE
LOT 12 BLK 11
624 GAMBLE
LOT 16 BLK 14
804 GAMBLE
LOT 15 BLK 14
804 GAMBLE
Michael & Melody Turpin
804 Gamble Road
Little Rock, Ar 72211
Lucas Vincent /Christopher J. Smith et al
624 Gamble Rd.
Little Rock, AR 72211
Bethany Lynn Butler
620 Gamble Road
Little Rock,
AR 72211
Karen S. Cope
618 Gamble Road
Little Rock, AR 72211
Christopher Allen & Lauren Rae Kelsey
616 Gamble Road
Little Rock, AR 72211
Joseph Christopher and Rachel Logan Hritz
Andrew J. Young
617 Gamble Road
Little Rock, AR 72211
Derek Michael Hollowoa
Brooke Anne Woodward
Troy Dwaine Hollowoa
619 Gamble Road
Little Rock,
AR 72211
Raees Ahmand and
Saba Qadir
621 Gamble Road
Little Rock, AR 72211
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
Dorothea G Davis Living Revocable Trust
8 Duclair Court
Little
Rock, AR 72223
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EOP
EOP
EOP
EOPEOP
EOP
EOPEOP EOP EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
EOPEOP
EOPE
OP
EOP
EOP
EOP
EOPEOP
EOP
EOP
EOP
EOP
EOP EOP
EOPEOP
EOPEOP EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
E
O
P
EO
P
C C C
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
TCETCE TCE TCE TCE
T
C
E
T
C
E
TCE TCE
TCE
TCETCE
TCE
TCETCE
TCE TCE
Michael & Melody Turpin
804 Gamble Road
Little Rock, Ar 72211
TCE TCE TCETCE TCE TCE
TCE TCE TCE TCE
TCE TCE TCE TCE
TCE TCE
524.
71E
524.
81F
523.
46E
523.
55F
521.
84E
522.
08F
520.
31E
520.
41F
518.
32E
518.
55F
516.
32E
516.
49F
514.
48E
514.
61F
512.
67E
513.
04F
511.
51E
511.
79F
510.
43E
510.
86F
509.
78E
510.
24F
-8
.4
4
%
LOW PT STA: 25+35.82
LOW PT ELEV: 509.92
PVI STA:24+60.56
PVI ELEV:509.27
K:19.66
23+
69.93
516.92
181.26'
HIGH PT STA: 21+04.48
HIGH PT ELEV: 528.20
PVI STA:22+22.34
PVI ELEV:529.37
K:31.21
23+
67.78
517.10
290.89'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C9
2019-11-19
16-5-ST-15
RH
RH
ZR
ST
A. 2
2+50
TO
ST
A. 2
5+00
100% SUBMITTAL
MA
TC
H L
IN
E S
H. 8
MA
TC
H L
IN
E S
H. 1
0
C C C C
C
C
C
C
CC
C
C
C
C
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 F
IR
IR
AR
TH
UR
LN
25+
00
25+
50
26+
00
26+
50
27+
00
27+
38
>>
>>
>>
>>
>>
>
>
>>
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
1
2
W
1
2
W
1
2
W
12
ALLE
Y
W
1
2
W
1
2
W
1
2
W
1
2
W
1
2
W
12
W
12
W
12
W
12
W
12
W
3
W
3
W
3
W
3
W
3
W
3
W
3
W
3
W
8
W
8
W
8
W
8
W
8
ALLE
Y
SS
8''SS
8''SS
8''SS
8''SS
8''SS
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHE
OHEOHE
OHEOHE
OHE
OHEOHE
OHEOHE
OHEOHE
O
H
E
CONC
CONC
CONC
N
:
1
5
1
,
4
3
7
.
4
7
E
:
1
,
1
8
6
,
6
8
6
.
7
8
LOT 6 BLK 10
12917 ARTHUR
LOT 7 BLK 10
611 GAMBLE
LOT 8 BLK 10
615 GAMBLE
LOT 9 BLK 10
617 GAMBLE
LOT 16 BLK 11
612 GAMBLE
LOT 15 BLK 11
616 GAMBLE
LOT 14 BLK 11
618 GAMBLE
Karen S. Cope
618 Gamble Road
Little Rock, AR 72211
Christopher Allen & Lauren Rae Kelsey
616 Gamble Road
Little Rock, AR 72211
Sheria Herren
612 Gamble Road
Little Rock, AR 72211
Joseph Christopher and Rachel Logan Hritz
615 Gamble Road
Little Rock, AR 72211
Rostami Ghasem
PO BOX 56354
Little Rock, AR 72215
Linda Kay Johnson
8810 Gina Road Mabelvale, AR
72103
LOT 1 BLK 11
Amir M. Qureshi
600 Gamble Road Little Rock,
AR 72211
Andrew J. Young
617 Gamble Road
Little Rock, AR 72211
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12 W
1
2
W
1
2
W
1
2
W
1
2
W
12
EOP
EOP
EOP
EOP
EOPEOP EOP EOP EOP EOP
EOP
EOPEOP
EOP
EOPEOP
EOPEOP
EOP
EOP EOP EOP EOP
EOP
EOP
EOP EOPEOP EOP
EOP EOP EOP EOP EOP
EOP
EOPEOP
EOPEOP
EOPEOP
EOP
EOP
EOP EOP
EOP
N
:
1
5
1
,
3
4
9
.
3
3
E
:
1
,
1
8
6
,
6
8
5
.
2
7
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
TCE TCE
TCETCE
TCE
TCETCE
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
TCE TCE TCE TCE TCE TCE TCE TCE TCETCE TCE
TCE
TCE
TCE
509.
78E
510.
24F
509.
77E
509.
95F
509.
88E
509.
97F
509.
99E
510.
16F
510.
49E
510.
68F
511.
19E
511.
48F
512.
16E
512.
53F
513.
42E
513.
82F
514.
92E
515.
17F
516.
42E
516.
51F
517.
24E F
5.3
8%
0.78%
2.03%
ST
A: 2
5+
78
.9
4
EL
EV
: 5
10
.1
9
ST
A: 2
7+
29
.4
2
EL
EV
: 5
16
.7
5
LOW PT STA: 25+35.82
LOW PT ELEV: 509.92
PVI STA:24+60.56
PVI ELEV:509.27
K:19.66
25+
51.19
509.98
181.26'
LOW PT STA: 25+83.12
LOW PT ELEV: 510.28
PVI STA:26+25.00
PVI ELEV:511.13
K:25.00
25+
83.12
510.28
26+
66.88
513.38
83.77'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
PL
AN
- P
RO
FIL
E
H: 1"=10'
V: 1"=5'
GA
MB
LE
RD
C10
ST
A. 2
5+00
TO
ST
A. 2
7+38
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
MA
TC
H L
IN
E S
H. 9
F
F
F
F
F
F
F
F
F
F
11+00
>>
>>
-5.3%
3.4%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
AS
PH
AL
T
LOT 7 BLK 23
1121 GAMBLE
No
rth
we
st L
ittle
R
ock V
FW
P
OS
T 9
09
5
11
21
G
am
ble
R
oa
d L
ittle
R
ock,
AR
7
22
11
SF
A
SF
A
-1.0%
E
O
P
E
O
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
S
F
A
SF
A
SF
A
SF
A
SF
A
S
F
A
TC
E
TC
E
TC
E
TC
E
TC
E
TC
E
TC
E
6.9%
6'
-7.7%
13'
C
C
C
C
C
C
C
C
C
C
C
C
IR
-15.1%
-12.8%
-20.0%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
CO
NC
LOT 7 BLK 18
1023 GAMBLE
Ya
nq
iu
L
ia
o a
nd
Jin
lo
ng
H
ua
ng
10
23
G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
-20.6%
-21.5%
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
TC
E
TCE
TC
E
TC
E
TC
E
TC
E
TC
E
7.0%
6'
-19.0%
7'
-8.0%
6'
TC
E
F
F
F
F
F
F
F
F
F
F
F
12+00
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
LOT 11 BLK 22
1120 GAMBLE
14
9 D
un
ba
r R
oa
d
Na
tch
ez, M
S 3
91
20
Lyn
n W
irtz
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
E
O
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
S
F
A
11.0%
3'
-2.0%
4'
-10.5%
2'
-16.0
%
3'
TC
E
TC
E
C
C
C
C
C
C
C
C
C
C
C
15+00
-12.1%
-24.0%
-13.8%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 8 BLK 18
1027 GAMBLE
Sh
irle
y D
avis
58
C
he
na
l C
ircle
Little
R
ock, A
R 7
22
23
-14.6%
-12.7%
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SF
A
S
F
A
S
F
A
S
F
A
T
C
E
TCE
TC
E
7.0%
6'
2.4%
15'
C
C
C
C
C
C
C
C
C
C
C
IR
16+00
-22.1%
-19.4%
-15.1%
-19.1%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
CO
NC
LOT 6 BLK 18
1019 GAMBLE
Ma
rk S
te
ve
ns a
nd
A
un
dre
a S
te
ve
ns a
s
Co
-T
ru
ste
es o
f th
e S
te
ve
ns L
ivin
g T
ru
st
14
20
S
. T
aylo
r
Little
R
ock, A
R 7
22
04
SF
A
SF
A
-20.6%
-18.9%
-19.1%
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SF
AS
FA
SF
A
TCE
TC
E
-19.0%
6.7%
6'
-15.7%
7'
-8.0%
6'
C
C
C
C
C
C
C
C
C
C
C
C
C
IR
16+50
-21.2%
-17.2%
-19.0%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 5 BLK 18
1015 GAMBLE
JM
C P
ro
pe
rtie
s, L
LC
C/O
G
oss M
an
ag
em
en
t P
O
Bo
x 2
26
93
Little
R
ock, A
R 7
22
21
SF
A
SF
A
-18.5%
-20.0%
-18.6%
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
PE
OP
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
S
F
A
S
F
A
SF
A
SF
A
SF
A
SF
A
TC
E
TCE
TC
E
TC
E
TC
E
TC
E
TCE
TC
E
7.1%
6'
???
???'
-10.4%
6'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
DR
IV
EW
AY
P
RO
FIL
ES
1" = 5'
STA 15+92 RT CONC
STA 11+07 RT ASPHALT
STA 14+90 RT CONC
STA 11+80 LT GRAVEL
STA 15+59 RT CONCSTA 16+43 RT CONC
GA
MB
LE
RD
C11
DR
IVE
WA
Y 1
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
C
C
C
C
C
C
C
C
C
C
C
C
C
IR
17+00
-19.0%
-22.5%
-19.8%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 4 BLK 18
1011 GAMBLE
Ha
me
d K
ha
lili A
rd
esta
ni
10
11
G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
-19.2%
-20.0%
-19.2%
-22.1%
-18.4%
-21.7%
EO
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
S
F
A
TC
E
TCE
TC
E
TC
E
TC
E
TC
E
TCE
TC
E
TC
E
7.0%
4'
-19.8%
7'
-8.0%
6'
C
C
C
C
C
IR
17+00
17+50
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
-16.4%
-19.0%
8.8%
11.3%
-19.8%
-21.2%
14.5%
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
EO
HE
OH
EO
HE
GR
AV
EL
CO
NC
LOT 14 BLK 19
LOT 13 BLK 19
LOT 4 BLK 18
1011 GAMBLE
LOT 3 BLK 18
1007 GAMBLE
Lyn
n W
irtz
14
9 D
un
ba
r R
oa
d
Na
tch
ez, M
S 3
91
20
Lyn
n W
irtz
14
9 D
un
ba
r R
oa
d
Na
tch
ez, M
S 3
91
20
-20.0%
-21.6%
-22.6%
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
-21.7%
EO
P
EO
P
EO
P
E
O
P
E
O
P
EO
P
EO
P
E
O
P
E
O
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
7.0%
-8.0%
6'
7.0%
6'
-8.0%
6'
11.1%
3'
2.0%
2'
17.5
%
6'
C
C
C
C
C
C
C
C
C
C
C
C
C
C
IR
17+50
-16.4%
-21.2%
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
CO
NC
LOT 3 BLK 18
1007 GAMBLE
Clayton L. and M
artha S
. T
aylor
1007 G
am
ble R
oad
Little R
ock, A
R 72211
-21.6%
-22.6%
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
TC
E
TC
E
7.0%
6'
-8.0%
6'
C
C
C
C
C
C
C
C
C
18+00
4.4%
1.9%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
-10.7%
-9.5%
CO
NC
LOT 2 BLK 18
1003 GAMBLE
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
PE
OP
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
TC
E
TC
E
7.0%
7'
1.9%
9'
C
C
C
IR
18+00
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
6.4%
7.4%
12.2%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
2.1'
5.67%
GR
AV
EL
LOT 15 BLK19
Ja
me
s S
. E
llio
tt
17
17
P
oin
t W
est D
rive
L
ittle
Ro
ck, A
R 7
22
11
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
P
EO
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
E
O
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
11.0%
2'
2.0%
1'
17.0%
10'
C
C
C
C
C
C
1717
523.113
tele ped
IR
18+50
3.1%
3.3%
-7.9%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
EO
HE
-5.1%
CO
NC
N
:
1
5
0
,
5
9
6
.
1
6
E
:
1
,
1
8
6
,
6
7
3
.
4
4
S
F
A
E
O
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
F
F
F
F
SF
A
SF
A
SF
A
SF
A
SF
A
℄
TC
E
TC
E
TC
E
7.0%
7'
-7.3%
9'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
N.T.S.
STA 18+04 LT GRAVEL
STA 16+94 RT CONC
STA 17+42 RT CONC
STA 17+25 LT GRAVEL
STA 17+92 RT CONC
STA 18+63 RT CONC
GA
MB
LE
RD
C12
DR
IVE
WA
Y 2
2019-11-19
16-5-ST-15
RH
RH
ZR
DR
IV
EW
AY
P
RO
FIL
ES
100% SUBMITTAL
F
IR
19+00
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
4.8%
5.2%
13.9%
COLEMAN AVE
CLOSED
R/W
R/W
GR
AV
EL
PI @ 18+96.75
N
:
1
5
0
,
5
9
6
.
1
6
E
:
1
,
1
8
6
,
6
7
3
.
4
4
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
EO
PE
OP
EO
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
E
O
P
E
O
P
E
O
P
E
O
P
EO
P
EO
P
EO
P
EO
P
E
O
P
E
O
P
EO
P
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
11.0%
3'
2.0%
1'
17.8%
8'
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
IR
21+00
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12.3%
10.5%
16.8%
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
DIR
T
LOT 12 BLK 14
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
11.0%
3'
2.0%
2'
17.5%
4'
C
C
C
C
F
F
F
IR
21+50
>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
15.4%
10.3%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
DIR
T
LOT 14 BLK 14
LOT 13 BLK 14
Latreese L. E
vans
6901 C
am
elot D
rive
Little R
ock, A
R 72209
Latreese L. E
vans
6901 C
am
elot D
rive
Little R
ock, A
R 72209
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
7.1%
4'
31.8%
6'
2.0%
1'
F
F
F
F
F
F
F
F
F
F
IR
23+50
-9.8%
-13.2%
-9.8%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
-15.4%
CO
NC
LOT 11 BLK 10
621 GAMBLE
Ra
ee
s A
hm
an
d a
nd
Sa
ba
Q
ad
ir
62
1 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
S
F
A
S
F
A
EO
P
EO
PE
OP
EO
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
P
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TC
E
7.0%
6'
-8.0%
6'
-19.0%
13'
F
F
F
F
F
FF
F
F
F
F
F
F
F
IR
24+00
-16.0%
-19.6%
-14.3%
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 10 BLK 10
619 GAMBLE
De
re
k M
ich
ae
l
Ho
llo
wo
a
Bro
oke
A
nn
e
Wo
od
wa
rd
Tro
y D
wa
in
e
Ho
llo
wo
a
61
9 G
am
ble
R
oa
d L
ittle
R
ock,
AR
7
22
11
SF
A
SF
A
S
F
A
S
F
A
S
F
A
SF
A
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TC
E
TCE
TCE
TC
E
7.0%
6'
-8.0%
4'
-28.1%
14'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 5'
STA 23+74 RT CONC
STA 19+02 LT GRAVEL
STA 21+67 LT GRASS
STA 21+04 LT GRASS
STA 24+23 RT CONC
DR
IV
EW
AY
P
RO
FIL
ES
GA
MB
LE
RD
C13
DR
IVE
WA
Y 3
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
C
C
C
C
C
C
C
F
F
F
F
F
IR
24+50
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
7.5%
6.6%
4.2%
10.0%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
CO
NC
LOT 13 BLK 11
621 GAMBLE
Bethany Lynn B
utler
620 G
am
ble R
oad Little R
ock,
AR
72211
SF
A
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
P
EO
P
EO
P
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
9.7%
15'2.1%
1'
11.1%
1'
13.8%
7'
TC
E
TCE
TC
E
TC
E
TC
E
C
C
C
C
F
F
F
F
F
F
IR
24+50
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
7.5%
4.2%
7.7%
15.1%
10.0%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
CO
NC
LOT 14 BLK 11
618 GAMBLE
Ka
re
n S
. C
op
e
61
8 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
SF
A
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
PE
OP
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
2.1%
1'
11.0%
1'
17.4%
13'
TC
E
F
F
F
F
FF
F
F
F
F
IR
24+50
-14.2%
-14.9%
-9.7%
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 9 BLK 10
617 GAMBLE
An
dre
w J. Y
ou
ng
61
7 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
SF
A
SF
A
SF
A
SF
A
SF
A
SF
A
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
PE
OP
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R
TC
E
TCE
TC
E
TC
E
TC
E
TC
E
TCE
TC
E
5.8%
7'
-10.2%
7'
-25.4%
7'
F
F
F
F
F
F
F
F
F
F
F
F
IR
25+50
-5.5%
-6.3%
-5.2%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
LOT 8 BLK 10
615 GAMBLE
Jo
se
ph
C
hristo
ph
er a
nd
R
ach
el L
og
an
H
ritz
61
5 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
S
F
A
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TC
E
TCE
TCE
TC
E
7.0%
6'
-8.0%
9'
-11.5%
10'
7.0%
6'
-8.0%
9'
-11.5%
10'
C
C
C
C
C
C
C
C
C
C
C
C
C
25+50
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
3.1%
5.7%
18.1%
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
CO
NC
LOT 16 BLK 11
612 GAMBLE
Ch
risto
ph
er A
lle
n &
L
au
re
n R
ae
K
else
y
61
6 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
2.0%
1'
11.0%
1'
16.4%
15'
TC
E
TCE
TC
E
TC
E
F
F
F
F
F
F
F
F
26+00
ALLEY
-11.5%
-2.5%
-0.9%
-2.7%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
CO
NC
Little
R
ock, A
R 7
22
15
S
F
A
SF
A
SF
A
SF
A
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
PE
OP
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
TCE
TC
E
TC
E
TC
E
TC
E
TCE
R/W
7.0%
6'
-8.0%
6'
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 5'
STA 25+45 LT CONC
STA 24+41 LT CONC
STA 24+75 RT CONC
STA 24+71 LT CONC
STA 25+42 RT CONC
STA 25+93 RT CONC
DR
IV
EW
AY
P
RO
FIL
ES
GA
MB
LE
RD
C14
DR
IVE
WA
Y 4
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
C
C
C
C
C
C
C
C
C
C
26+00
>>
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
ALLEY
12.6%
10.5%
16.0%
R/W
R/W
R/W
R/W
R/W
R/W
R/W
Sh
eria
H
erre
n
61
2 G
am
ble
R
oa
d
Little
R
ock, A
R 7
22
11
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
PE
OP
EO
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
2.0%
1'
11.0%
1'
17.9%
7'
TC
E
TC
E
TCE 23+50
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
3
W
3
W
3
W
3
W
3
W
3
E
O
P
EO
P
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
E:1,186,640.10
LOT 12 BLK 11
624 GAMBLE
Luca
s V
incen
t /C
hristophe
r J. S
mith
et al
62
4 G
am
ble
R
d.
Little
R
ock, A
R 7
22
11
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EO
P
EO
P EOP
E
O
P
EO
P
EO
P
EO
PE
OP
EO
PE
OP
EO
P
EO
P
CC
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
2.0%
2'
11.0%
2'
17.9%
4'
TC
E
TC
E
TC
E
TC
E
TC
E
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
1" = 5'
STA 26+02 LT CONC
DR
IV
EW
AY
P
RO
FIL
ES
GA
MB
LE
RD
C15
DR
IVE
WA
Y 5
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
STA 23+75 LT CONC
Ele
va
tio
n
Ele
va
tio
n
Profile View of South Ret Wall
490.00
500.00
510.00
490.00
500.00
510.00
11+82.00
11+82.00
12+00.00 12+25.00 12+50.00 12+75.00 13+00.00 13+07.00
11+82.00
11+82.00
12+00.00 12+25.00 12+50.00 12+75.00 13+00.00 13+07.00
Panel 1
BW 493.07
Station 1182.00
BW 493.07
Station 1185.67
BW 493.71
Station 1191.55
BW 494.34
Station 1197.42
BW 494.98
Station 1203.30
TW 497.52
Station 1198.89TW 496.88
Station 1194.49TW 496.25
Station 1189.34TW 495.61
Station 1184.20
TW 494.98
Station 1182.00
1
Panel 2
BW 495.61
Station 1204.04
BW 495.61
Station 1209.18
BW 496.25
Station 1215.79
BW 496.88
Station 1221.66
BW 497.52
Station 1227.54
BW 498.15
Station 1233.42
TW 501.33
Station 1229.01TW 500.70
Station 1224.60TW 500.06
Station 1219.46TW 499.42
Station 1214.32TW 498.79
Station 1209.18TW 498.15
Station 1204.04
2
Panel 3
BW 498.79
Station 1234.15
BW 498.79
Station 1239.29
BW 499.42
Station 1248.84
BW 500.06
Station 1261.33
BW 500.70
Station 1269.41
TW 506.41
Station 1269.41
TW 505.78
Station 1264.26TW 505.14
Station 1259.12TW 504.51
Station 1253.98TW 503.87
Station 1249.57TW 503.24
Station 1244.43TW 502.60
Station 1239.29TW 501.97
Station 1234.15
3
Panel 4
BW 501.33
Station 1270.14
BW 501.33
Station 1272.34
BW 501.97
Station 1276.02
BW 502.60
Station 1278.95
TW 507.68
Station 1278.95TW 507.05
Station 1274.55TW 506.41
Station 1270.14
4
Panel 5
BW 503.24
Station 1281.89
BW 503.24
Station 1282.63
BW 503.87
Station 1285.56
BW 504.51
Station 1288.50
BW 505.14
Station 1291.44
TW 508.96
Station 1289.24TW 508.32
Station 1284.10TW 507.68
Station 1281.89
5
Panel 6
BW 506.41
Station 1294.38
BW 506.41
Station 1297.32
BW 507.05
Station 1300.25
BW 507.68
Station 1303.19
BW 508.32
Station 1306.13
TW 510.86
Station 1303.93TW 510.23
Station 1298.79TW 509.59
Station 1294.38
6
Elevation View
TOP OF WALL ELEV. DOES NOT
INCLUDE DEPTH OF CAP
TOP OF WALL ELEV. DOES NOT
INCLUDE DEPTH OF CAP
Ele
va
tio
n
Ele
va
tio
n
Profile View of North Ret Wall
517.00
520.00
530.00
517.00
520.00
530.00
18+75.70
18+75.70
19+00.00 19+25.00 19+50.00
19+74.56
19+75.00
18+75.70
18+75.70
19+00.00 19+25.00 19+50.00
19+74.56
19+75.00
Panel 1
BW 521.66
Station 1875.00
TW 524.21
Station 1875.00
1
Panel 2
BW 521.66
Station 1888.96BW 521.03
Station 1894.10 BW 520.39
Station 1898.50
TW 524.21
Station 1888.96
2
Panel 3
BW 520.39
Station 1899.97
BW 520.39
Station 1913.19
BW 521.03
Station 1945.51
TW 524.84
Station 1912.46TW 524.21
Station 1899.97
3
Panel 4
BW 521.66
Station 1949.18
BW 521.66
Station 1970.48
TW 524.84
Station 1949.18
4
Elevation View
EXISTING GRADE
DESIGN GRADE
TOP OF WALL ELEV. DOES NOT
INCLUDE DEPTH OF CAP
TOP OF WALL ELEV. DOES NOT
INCLUDE DEPTH OF CAP
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
SO
UT
H R
ET
AIN
IN
G W
AL
L
1"=5'
GA
MB
LE
RD
C16
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
A - Miragrid 3XT
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
1A
2A
3A
Section 1: (1182 ft - 1204 ft)
494.98 ft
495.83 ft
497.52 ft
*Total Panel Height Shown
3.6
0.4
0.5
0.5
2.0
3
3
.0
0
°
5.0
4.0
7.0
Panel 1
BW 493.07
Station 1182.00
BW 493.07
Station 1185.67
BW 493.71
Station 1191.55
BW 494.34
Station 1197.42
BW 494.98
Station 1203.30
BW 495.61
Station 1204.04
TW 497.52
Station 1204.04
TW 497.52
Station 1198.89
TW 496.88
Station 1194.49
TW 496.25
Station 1189.34
TW 495.61
Station 1184.20
TW 494.98
Station 1182.00
1
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Low Permeable Granular Soil
1A
2A
3A
4A
Section 2: (1204 ft - 1234.1 ft)
498.15 ft
498.83 ft
501.33 ft
*Total Panel Height Shown
5.0
0.6
0.5
0.5
2.0
3
3
.0
0
°
5.0
4.0
7.0
Panel 2
BW 495.61
Station 1204.04
BW 495.61
Station 1209.18
BW 496.25
Station 1215.79
BW 496.88
Station 1221.66
BW 497.52
Station 1227.54
BW 498.15
TW 501.33TW 501.33
Station 1229.01
TW 500.70
Station 1224.60
TW 500.06
Station 1219.46
TW 499.42
Station 1214.32
TW 498.79
Station 1209.18
TW 498.15
Station 1204.04
2
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Low Permeable Granular Soil
1A
2A
3A
4A
5A
Section 3: (1234.1 ft - 1270.1 ft)
501.33 ft
502.01 ft
506.41 ft
*Total Panel Height Shown
6.3
0.7
0.5
0.5
2.0
3
3
.0
0
°
5.0
4.5
3.8
BW 498.79
Station 1234.15
BW 498.79
Station 1239.29
BW 499.42
Station 1248.84
BW 500.06
Station 1261.33
BW 500.70
Station 1269.41
BW 501.33
Station 1270.14
TW 506.41
Station 1270.14
TW 506.41
Station 1269.41
TW 505.78
Station 1264.26
TW 505.14
Station 1259.12
TW 504.51
Station 1253.98
TW 503.87
Station 1249.57
TW 503.24
Station 1244.43
TW 502.60
Station 1239.29
TW 501.97
Station 1234.15
3
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Low Permeable Granular Soil
1A
2A
3A
4A
5A
Section 4: (1270.1 ft - 1281.9 ft)
501.33 ft
502.01 ft
506.41 ft
*Total Panel Height Shown
5.7
0.7
0.5
0.5
2.0
3
3
.0
0
°
5.0
4.0
7.0
Panel 4
BW 501.33
Station 1270.14
BW 501.33
Station 1272.34
BW 501.97
Station 1276.02
BW 502.60
Station 1278.95
BW 503.24
Station 1281.89
TW 507.68
Station 1281.89
TW 507.68
Station 1278.95
TW 507.05
Station 1274.55
Station 1270.14
4
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Low Permeable Granular Soil
1A
2A
3A
4A
Section 5: (1281.9 ft - 1294.4 ft)
*Total Panel Height Shown
4.5
0.6
0.5
0.5
2.0
3
3
.0
0
°
5.0
4.0
7.0
BW 503.24
Station 1281.89
BW 503.24
Station 1282.63
BW 503.87
Station 1285.56
BW 504.51
Station 1288.50
BW 505.14
Station 1291.44
BW 505.78
Station 1294.38
TW 508.96
Station 1294.38
TW 508.96
Station 1289.24
TW 508.32
Station 1284.10
TW 507.68
Station 1281.89
5
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Low Permeable Granular Soil
1A
2A
3A
Section 6: (1294.4 ft - 1306.9 ft)
506.41 ft
507.09 ft
508.96 ft
*Total Panel Height Shown
3.8
0.4
0.5
0.5
2.0
3
3
.0
0
°
3.0
4.0
7.0
Panel 6
BW 506.41
Station 1294.38
BW 506.41
Station 1297.32
BW 507.05
Station 1300.25
BW 507.68
Station 1303.19
BW 508.32
Station 1306.13
BW 508.96
Station 1306.86
TW 510.86
Station 1306.86
TW 510.86
Station 1303.93
TW 510.23
Station 1298.79
TW 509.59
Station 1294.38
6
Soil Notes
Soil loading considered in this design and calculations are based on the following parameters:
Internal Friction Angle Cohesion Unit WT
Deg. psf pcf Soil Type
Infill Soil 30 0 120 Well compacted silty, sandy clay
Retained Soil 35 0 120 Well compacted silty, sandy clay
Foundation Soil 30 - 35 0 120 Well compacted silty, sandy clay
CONSTRUCTION NOTES:
1. ACTUAL SOIL PARAMETERS MUST MEET OR EXCEED THESE LISTED CONDITIONS TO BE USED IN WALL CONSTRUCTION. IN GENERAL, GRANULAR SOILS (FRICTION ANGLE
GREATER THAN OR EQUAL TO 32 DEGREES) ARE RECOMMENDED AS INFILL SOIL. FINE GRAINED COHESIVE SOILS (FRICTION ANGLE LESS THAN 32 DEGREES) WITH LOW
PLASTICITY (PI LESS THAN 20) MAY BE USED IN WALL CONSTRUCTION, BUT ADDITIONAL BACKFILLING AND COMPACTION EFFORTS ARE REQUIRED. PP.
2. SUBSTITUTION OF INFILL SOILS ARE STRICTLY PROHIBITED UNLESS APPROVED BY THE ENGINEER OF RECORD.
3. IN THIS ANALYSIS, THE EFFECTIVE FRICTION ANGLE WITHOUT THE ADDITION OF COHESION IS USED TO DETERMINE THE DESIGN STRENGTH OF THE SOIL WHEN CALCULATING
LATERAL FORCES. AT THE DISCRETION OF THE ENGINEER OF RECORD, COHESION MAY BE USED WHEN CALCULATING THE ULTIMATE BEARING CAPACITY EVEN THOUGH IT IS
TYPICALLY IGNORED.
4. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN.
5. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED SUCH THAT HYDROSTATIC LOADING (PORE PRESSURE) DOES
NOT DEVELOP IN THE REINFORCED ZONE.
6. ANALYSIS ASSUMES FILL PLACEMENT IN 8 INCH (200 MM) LIFTS COMPACTED TO 95% STANDARD PROCTOR DENSITY. FOR ANY WALL OVER 10 FEET (3 METERS), WITH A
SURCHARGE OR CONTAINS COHESIVE SOILS, COMPACTION TEST FREQUENCY AND LOCATION SHALL BE DETERMINED BY THE ENGINEER OF RECORD OR AS OTHERWISE
SPECIFIED.
7. ALL FILL PLACED ABOVE WALLS SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS FOR ALL OTHER REINFORCED MATERIAL.
8. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURES SPECIFICATION GUIDELINES, GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION
GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES.
9. RETAINING WALLS MUST BE INSTALLED AND CONSTRUCTED ACCORDING TO THE CONTRACT DRAWINGS. THE RETAINING WALL PLAN VIEW IS FOR WALL IDENTIFICATION
ONLY.
10.GEOGRID SPACING IS DETERMINED BY STRUCTURAL CROSS-SECTION DESIGN REQUIREMENTS. TO INSURE PROPER GEOGRID PLACEMENT, CONTRACTOR MUST REVIEW
BOTH ELEVATION VIEW AND CROSS SECTIONS PRIOR TO WALL CONSTRUCTION.
11.SUGGESTED QUALITY ASSURANCE REQUIREMENTS: A QUALIFIED ENGINEER OR TECHNICIAN SHALL SUPERVISE THE WALL CONSTRUCTION TO VERIFY FIELD AND SITE SOIL
CONDITIONS. IN THE EVENT THAT THE SITE GEOTECHNICAL ENGINEER DOES NOT PERFORM THIS WORK, A QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE
CONSULTED TO ASSURE THE WALL IS CONSTRUCTED WITH PROPER SOIL PARAMETERS.
12. SEE SHEET C18 FOR SURFACE DRAINAGE NOTES
5
"
6"
1'
1.5'
TYP.
CONC. DITCH PAVING
BEHIND WALLS
MIN. SLOPE 0.5%
M
A
T
C
H
C
O
N
S
T
R
U
C
T
I
O
N
S
L
O
P
E
4" PERF. PIPE DRAIN
DAYLIGHT TO SLOPE
10' INCREMENTS
HEEL DRAIN IF NECESSARY
TYP. ALL WALLS
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
SO
UT
H R
ET
AIN
IN
G W
AL
L D
ET
AIL
S
1"=3'
GA
MB
LE
RD
C17
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
A - Miragrid 3XT
250 psf Dead Load
10 ft
Drainage Swale
Blanket Drain
Depth = 6 in
1A
2A
Section 1: (1875 ft - 1889 ft)
521.66 ft
522.46 ft
524.2 ft
1.7474
0.2249
0.5052
0.5000
2.0000
33°
3.4107
4.0000
7.0000
Panel 1
BW 521.66
Station 1875.00
BW 521.66
Station 1888.96
TW 524.21
Station 1888.96
TW 524.21
Station 1875.00
1
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Blanket Drain
Depth = 6 in
1A
2A
3A
Section 2: (1889 ft - 1900 ft)
520.39 ft
521 ft
524.2 ft
3.2024
0.3749
0.5052
0.5000
2.0000
33°
4.1386
4.0000
7.0000
Panel 2
BW 521.66
Station 1888.96
BW 521.03
Station 1894.10
BW 520.39
Station 1898.50
BW 520.39
Station 1899.97
TW 524.21
Station 1899.97
TW 524.21
Station 1888.96
2
250 psf Dead Load
10 ft
Low Permeable Soil Cap
Drainage Swale
Blanket Drain
Depth = 6 in
1A
2A
3A
Section 3: (1900 ft - 1949.2 ft)
520.39 ft
521 ft
524.2 ft
*Total Panel Height Shown
3.8378
0.4499
0.5052
0.5000
2.0000
33°
5.0000
4.0000
7.0000
250 psf Dead Load
10 ft
Drainage Swale
Blanket Drain
Depth = 6 in
1A
2A
Section 4: (1949.2 ft - 1974.9 ft)
521.66 ft
521.8 ft
524.84 ft
3.0372
0.2999
0.5052
0.5000
2.0000
33°
3.7747
4.0000
7.0000
Panel 4
BW 521.66
Station 1949.18
BW 521.66
Station 1970.48
BW 522.30
Station 1974.89
TW 524.84
Station 1974.89
TW 524.84
Station 1949.18
4
SOIL NOTES
SOIL LOADING CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS:
Internal Friction Angle COHESION Unit WT
DEG. PSF PCF SOIL TYPE
INFILL SOIL 30 0 120 WELL COMPACTED SILTY, SANDY CLAY
RETAINED SOIL 35 0 120 WELL COMPACTED SILTY, SANDY CLAY
FOUNDATION SOIL 30 - 35 0 120 WELL COMPACTED SILTY, SANDY CLAY
SURFACE DRAINAGE NOTES:
1 RAINFALL AND OTHER WATER SOURCES SUCH AS IRRIGATION ACTIVITIES CAN BE DEFINED AS SURFACE WATER. THE RETAINING WALL DESIGN SHALL TAKE INTO CONSIDERATION THE
MANAGEMENT OF THIS WATER.
2 SITE GRADING SHALL BE DESIGNED TO ROUTE SURFACE WATER AROUND AND AWAY FROM THE WALL.
3 THE INTERNAL DRAINAGE SYSTEM OF THE RETAINING WALL IS DESIGNED TO REMOVE INCIDENTAL WATER THAT INFILTRATES INTO THE SOIL BEHIND THE WALL. ADEQUATE STORM WATER
DRAINAGE SYSTEMS ARE REQUIRED TO COMPLETELY DRAIN THE AREA AROUND THE RETAINING WALL STRUCTURE.
4 DRAIN PIPING, TOE DRAIN, SHOULD BE LOCATED AT THE BACK OF THE ROCK DRAIN FIELD BEHIND THE WALL AS CLOSE TO THE BOTTOM OF THE WALL AS ALLOWED WHILE STILL
MAINTAINING A POSITIVE GRADIENT FOR DRAINAGE TO DAYLIGHT, OR TO A STORM WATER MANAGEMENT SYSTEM.
5 A HEEL DRAIN MAY BE REQUIRED AT BACK OF THE CUT TO ROUTE WATER AWAY FROM THE REINFORCED SOIL MASS DURING THE CONSTRUCTION PROCESS.
6 GROUND WATER CAN BE PRESENT WITHIN THE SOIL DUE TO SURFACE INFILTRATION OR WATER TABLE FLUCTUATION. IF GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, AN
ADEQUATE DRAINAGE SYSTEM MUST BE INSTALLED OR THE WALL DESIGN MUST CONSIDER THE PRESENCE OF WATER WITHIN THE SOIL MASS.
7 ALL WATER COLLECTION DEVICES SUCH AS ROOF DOWNSPOUTS, STORM SEWERS, AND CURB GUTTERS MUST BE DESIGNED TO ACCOMMODATE MAXIMUM FLOW RATES AND OUTLET
OUTSIDE THE RETAINING WALL AREA.
8 RETAINING WALLS IN CONDITIONS THAT ALLOW STANDING WATER TO OVERLAP THE WALL FACE ARE CONSIDERED WATER APPLICATIONS. THESE WALLS REQUIRE SPECIFIC DESIGN AND
CONSTRUCTION STEPS TO ENSURE PERFORMANCE.
SEE SHEET C17 FOR CONSTRUCTION NOTES
Panel 3
BW 520.39
Station 1899.97
BW 520.39
Station 1913.19
BW 521.03
Station 1945.51
BW 521.66
Station 1949.18
TW 524.84
Station 1949.18
TW 524.84
Station 1912.46
TW 524.21
Station 1899.97
3
5
"
6"
1'
1.5'
TYP.
CONC. DITCH PAVING
BEHIND WALLS
MIN. SLOPE 0.5%
M
A
T
C
H
C
O
N
S
T
R
U
C
T
I
O
N
S
L
O
P
E
4" PERF. PIPE DRAIN
DAYLIGHT TO SLOPE
10' INCREMENTS
HEEL DRAIN IF NECESSARY
TYP. ALL WALLS
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
NO
RT
H R
ET
AIN
IN
G W
AL
L D
ET
AIL
S
1"=3'
GA
MB
LE
RD
C18
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
TCE
T
C
E
T
C
E
T
C
E
T
C
E
T
C
E
T
C
E
TCETCE
C
C
C
C
C
C
C
C
C
C
C
C C C C C
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
IR
IR
IR
speed lim
it sign
bond m
oney sign
IR
stop sign
9+
91
10+
00
10+
50
11+
00
11+
50
12+
00
12+
50
13+
00
13+
50
14+
00
14+
50
15+
00
>>
>>>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
PA
LE
Z A
VE
-12.1%
-24.0%
-5.3%
3.4%
-13.8%
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R
PA
LE
Z A
VE
CLO
SE
D T
HIS
SID
E O
F R
OW
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
N:1
49,7
11.9
5
E:1
,186,6
12.9
9
RP
N
:1
4
9
,7
5
3
.6
5
E
:1
,1
8
6
,6
9
7
.8
8
R
P
N
:1
4
9
,6
9
9
.6
4
E
:1
,1
8
6
,6
5
3
.2
4
N
:
1
5
0
,
1
5
7
.
3
7
E
:
1
,
1
8
6
,
6
6
2
.
7
2
SFA
SFA
SFA
SFA
SFA
-14.6%
-12.7%
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
F
F
-1.0%
E
O
P
E
O
P
EOP
EOPEOP
EOP
EOP
EO
P
EO
P
EOP
EO
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
EO
P
EO
P
EOP
EOP
EOP
EO
P
EOP EOP EOP EOP EOP EOPEOP
EOP
EOP
EOP
EOP
EOP
EOP
EO
P
℄ ℄
SFA
SFA
SFA
SF
A
SFA
S
F
A
S
F
A
FFFFFFFC
S
F
A
S
F
A
S
F
A
S
F
A
SFA
SFA
SFA
SFASFASFASFASFASFA
SFA
SFA
SFA
SFA
TCE TCE TCE TCE TCE TCETCE TCE TCE TCE TCE TCE
TCE
T
C
E
TCE
TCE
TCE
TCETCETCETCETCE
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C19
ER
OS
ION
1
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
TCE TCE TCE TCE
TCETCE
TCETCE
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC C C
FF
F
F
IR
1717
523.113
tele ped
IR
IR
IR
IR
IR
IR
IR
IR
IR
15+
00
15+
50
16+
00
16+
50
17+
00
17+
50
18+
00
18+
50
19+
00
19+
50
20+
00
>>
>>
>>
>>
>>
>>>>>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
3.1%
3.3%
4.4%
1.9%
-16.4%
-19.0%
-22.5%
-21.2%
-17.2%
-22.1%
-19.4%
-15.1%
-12.8%
-12.1%
8.8%
11.3%
6.4%
7.4%
4.8%
5.2%
-13.8%
-20.0%
-19.1%
-19.0%
-19.8%
-21.2%
-7.9%
13.9%
12.2%
14.5%
CO
LE
MA
N A
VE
.
CO
LE
MA
N A
VE
CLO
SE
D
W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
2.1'
5.67%
OHE
OHE
OHE
OHE
OHE
OHEOHE
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHEOHE
OHEOHE
-10.7%
-9.5%
-5.1%
N
:
1
5
0
,
5
9
6
.
1
6
E
:
1
,
1
8
6
,
6
7
3
.
4
4
409 Cheshire Drive
Benton, AR 72015
SFA
S
F
A
S
F
A
S
F
A
SFASFA SFA
-14.6%
-20.6%
-21.5%
-18.9%
-19.1%
-18.5%
-20.0%
-19.2%
-20.0%
-21.6%
-22.6%
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
R/ W R/ W
-18.6%
-19.2%
-22.1%
-18.4%
-21.7%
EOP
EOPEOP EOP EOP EOP EOP
EOP
EOPEOP
EOPEOP
EOPEOP
EOP EOP
EOP
E
O
P
EO
P
EOPEOP
EOP
E
O
P
E
O
P
EOP
EOPEOP
E
O
P
EOP
E
O
P
EOP
EOP EOPEOP
EOP
EOP EOP EOP EOPEOP EOP EOP EOP
EOPEOP
EOPEOP
EOPEOP
EOP EOPEOP
R/ W R/ W
C
C
FF
FF
F
C
SFASFASFASFASFA
SFA
SFA
SFA
SFA
℄ ℄
TCE
TCETCE
TCE
TCE
TCETCE
TCETCE
TCETCE
TCE
TCETCETCE
TCE TCE TCE TCE
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C20
ER
OS
ION
2
2019-11-19
16-5-ST-15
RH
ZR
100% SUBMITTAL
DRAWN BY
RH
TCETCE
TCETCE
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
C
CC
FF
FF
F F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
IR
IR
IR
IR
IR
IR
cpe carc
1452
517.980
sbc tele box
IR
IR
IR
IR
IR
IR
20+
00
20+
50
21+
00
21+
50
22+
00
22+
50
23+
00
23+
50
24+
00
24+
50
25+
00
>>>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
SE
QU
IN
A
VE
W
3
W
3
W
3
W
3
W
3
-6.3%
-14.2%
-14.9%
-16.0%
-19.6%
-9.8%
-13.2%
12.3%
10.5%
14.1%
15.4%
8.1%
13.6%
7.5%
6.6%
4.2%
7.7%
3.1%
-9.8%
-14.3%
-9.7%
15.1%
10.0%
20.3%
10.3%
16.8%
SE
QU
IN
A
VE
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
EO
P
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ WR/ W
OHEOHE OHE OHE OHE OHE OHE OHE
OHEOHE OHE
OHEOHE
OHEOHE
OHEOHE
OHE OHE OHE OHE OHE
-15.4%
N:151,075.90
E:1,186,640.10
RP
N
:
1
5
0
,
9
9
9
.
9
1
E
:
1
,
1
8
6
,
6
3
8
.
9
5
R
P
SFASFA
SFA
SFA SFA
SFA
SF
A
SF
A
SFA
S
F
A
SFA
SFA
SF
A
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
EOP
EOP EOPEOP
EOP
EOP
EOPEOP
EO
P
EOP
EOP
EOP
EOPEOP
EOP
EOP EOP
EOP EOP
EOP EOPEOP
EOP
EOP
EOP
EOP
EOPEOP EOP EOP
EOP
EOP
EOP
EOP
EOPEOP EOP EOP EOP EOP
EOP
EOP
EOPEOP
EOP
EOP
EOP
EOP
E
O
P
C
℄
TCETCE
TCETCE
TCETCE
TCE
TCETCE
TCETCE
T
C
E
TCETCE
TCE
TCE
TCE
TCETCE
TCE
TCETCE
TCE
TCETCE
TCETCE
TCE
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C21
ER
OS
ION
3
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
CC
CC
C
C
F
F
F
F
FF
FF
FF
F
IR
IR
AR
TH
UR
LN
25+
00
25+
50
26+
00
26+
50
27+
00
27+
38
>>
>>
>>
>>
>>
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
1
2
ALLE
Y
W
1
2
W
1
2
W
12
W
12
W
12
W
3
W
3
W
3
W
3
W
3
W
8
W
8
W
8
ALLE
Y
-11.5%
-2.5%
-0.9%
-5.5%
-6.3%
-14.2%
-14.9%
4.2%
7.7%
3.1%
5.7%
12.6%
10.5%
-9.7%
-5.2%
-2.7%
16.0%
18.1%
15.1%
8''
SS
8''
SS
8''
SS
8''
SS
8''
SS
8''SS
8''SS
8''SS
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W
OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
O
H
E
O
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
EO
HE
OH
E
N
:
1
5
1
,
4
3
7
.
4
7
E
:
1
,
1
8
6
,
6
8
6
.
7
8
S
F
A
SF
A
SFA
SFA
SFA
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
1
2
W
1
2
EOP
EOPEOP EOP EOP
EOP
EOP
EOPEOP
EOPEOP EOP
EOP
EOPEOP EOP
EOPEOP
EOP EOP EOP
EOP
EOPEOP
N
:
1
5
1
,
3
4
9
.
3
3
E
:
1
,
1
8
6
,
6
8
5
.
2
7
R/ W R/ W R/ W R/ W R/ W R/ W R/ W
TCE
TCE
TCE TCE
R/ WR/ W
R/ WR/ W
R/ WR/ W
R/ W
TCETCE
TCETCE
TCE
TCE
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C22
ER
OS
ION
4
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
10+25.00
477.50
480.00
485.00
490.00
477.50
480.00
485.00
490.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
10+50.00
472.50
475.00
480.00
485.00
490.00
495.00
472.50
475.00
480.00
485.00
490.00
495.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
10+75.00
482.50
485.00
490.00
495.00
482.50
485.00
490.00
495.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
11+00.00
482.50
485.00
490.00
495.00
482.50
485.00
490.00
495.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
11+25.00
482.50
485.00
490.00
495.00
500.00
482.50
485.00
490.00
495.00
500.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
11+50.00
482.50
485.00
490.00
495.00
500.00
482.50
485.00
490.00
495.00
500.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C23
CR
OS
S S
EC
TIO
N 1
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
11+75.00
487.50
490.00
495.00
500.00
505.00
487.50
490.00
495.00
500.00
505.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
12+00.00
487.50
490.00
495.00
500.00
505.00
487.50
490.00
495.00
500.00
505.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
12+25.00
487.50
490.00
495.00
500.00
505.00
510.00
487.50
490.00
495.00
500.00
505.00
510.00
0 5 10 15 20 25 30 35 400-5-10-15-20-25-30-35-40-45-50-55
12+50.00
487.50
490.00
495.00
500.00
505.00
510.00
487.50
490.00
495.00
500.00
505.00
510.00
0 5 10 15 20 25 30 35 400-5-10-15-20-25-30-35-40-45-50-55
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C24
CR
OS
S S
EC
TIO
N 2
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
12+75.00
487.50
490.00
495.00
500.00
505.00
510.00
515.00
487.50
490.00
495.00
500.00
505.00
510.00
515.00
0 5 10 15 20 25 30 35 400-5-10-15-20-25-30-35-40-45-50-55-60-65
13+00.00
492.50
495.00
500.00
505.00
510.00
515.00
520.00
492.50
495.00
500.00
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 400-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
13+25.00
492.50
495.00
500.00
505.00
510.00
515.00
520.00
525.00
492.50
495.00
500.00
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80
13+50.00
497.50
500.00
505.00
510.00
515.00
520.00
525.00
530.00
497.50
500.00
505.00
510.00
515.00
520.00
525.00
530.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
19.9
20.2
CL
E
LE
V-5
14
.5
3C
L E
LE
V-5
17
.3
3
9" CLASS 7
3" ASPHALT
SURFACE
COURSE
9" CLASS 7
3" ASPHALT
SURFACE
COURSE
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
1
1
2
" OVERLAY FROM
STA 9+90 TO STA 13+12
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C25
CR
OS
S S
EC
TIO
N 3
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
13+75.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+00.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
535.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
535.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+25.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
19
.6
8@
0.0
E
LE
V: 5
19
.6
8@
0.0
E
LE
V: 5
19
.7
9@
-1
5.5
E
LE
V: 5
19
.8
0@
15
.5
-1
2
%
3%
1
0
%
E
LE
V: 5
21
.9
6@
0.0
E
LE
V: 5
21
.9
6@
0.0
E
LE
V: 5
22
.0
7@
-1
5.5
E
LE
V: 5
22
.0
7@
15
.5
2%
1%
3
4
%
E
LE
V: 5
23
.9
5@
0.0
E
LE
V: 5
23
.9
5@
0.0
E
LE
V: 5
24
.0
6@
-1
5.5
E
LE
V: 5
24
.0
6@
15
.5
1
5
%
2%
3
2
%
E
LE
V: 5
25
.6
6@
0.0
E
LE
V: 5
25
.6
6@
0.0
E
LE
V: 5
25
.7
7@
-1
5.5
E
LE
V: 5
25
.7
7@
15
.5
2
8
%
3%
3
3
%
Cut
Fill
Area
151.45
0.01
Volume
109.70
1.62
Cumulative Volume
310.08
1186.18
Cut
Fill
Area
256.55
0.00
Volume
188.89
0.00
Cumulative Volume
498.97
1186.19
Cut
Fill
Area
306.64
0.00
Volume
260.74
0.00
Cumulative Volume
759.70
1186.19
Cut
Fill
Area
353.78
0.00
Volume
305.75
0.00
Cumulative Volume
1065.45
1186.19
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C26
CR
OS
S S
EC
TIO
N 4
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
13+75.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+00.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
535.00
502.50
505.00
510.00
515.00
520.00
525.00
530.00
535.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+25.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
14+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
Cut
Fill
Area
0.00
0.00
Volume
0.00
0.00
Cumulative Volume
0.00
0.00
20.4
CL E
LE
V-519.68
9" CLASS 7
3" ASPHALT
SURFACE
COURSE
20.7
9" CLASS 7
3" ASPHALT
SURFACE
COURSE
CL E
LE
V-521.96
CL E
LE
V-523.95
S
L
O
P
E
1
.
7
:
1
S
L
O
P
E
3
:
1
3" ASPHALT
SURFACE
COURSE
9" CLASS 7
CL E
LE
V-525.66
S
L
O
P
E
1
.
7
:
1
PALEZ AVE
14+40 TO 14+75
S
L
O
P
E
2
.
5
:
1
3" ASPHALT
SURFACE
COURSE
9" CLASS 7
22.0
24.5
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C26
CR
OS
S S
EC
TIO
N 4
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
15+84.83
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45 E
LE
V: 5
29
.9
8@
0.0
E
LE
V: 5
29
.7
2@
15
.5
E
LE
V: 5
29
.9
8@
0.0
E
LE
V: 5
30
.0
9@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
29
.6
6@
0.0
E
LE
V: 5
29
.6
6@
0.0
E
LE
V: 5
29
.7
7@
-1
5.5
E
LE
V: 5
29
.7
7@
15
.5
-5%
3
3
%
15+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
29
.9
5@
0.0
E
LE
V: 5
29
.9
5@
0.0
E
LE
V: 5
30
.0
6@
-1
5.5
E
LE
V: 5
30
.0
6@
15
.5
-2%
3
3
%
15+74.99
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
29
.6
8@
0.0
E
LE
V: 5
29
.6
8@
0.0
E
LE
V: 5
29
.7
9@
-1
5.5
E
LE
V: 5
29
.7
9@
15
.5
-7%
3
3
%
16+25.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
288.44
0.10
Volume
284.77
0.05
Cumulative Volume
2387.63
1186.26
Cut
Fill
Area
263.89
0.00
Volume
255.59
0.05
Cumulative Volume
2643.22
1186.31
Cut
Fill
Area
252.29
0.00
Volume
94.08
0.00
Cumulative Volume
2737.30
1186.31
Cut
Fill
Area
220.39
0.00
Volume
208.71
0.44
Cumulative Volume
3081.62
1187.02
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C28
CR
OS
S S
EC
TIO
N 6
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
16+34.90
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
16+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
16+85.64
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
29
.4
9@
0.0
E
LE
V: 5
29
.2
3@
15
.5
E
LE
V: 5
29
.4
9@
0.0
E
LE
V: 5
29
.6
0@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
29
.2
0@
0.0
E
LE
V: 5
28
.9
3@
15
.5
E
LE
V: 5
29
.2
0@
0.0
E
LE
V: 5
29
.3
1@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
28
.5
1@
0.0
E
LE
V: 5
28
.2
4@
15
.5
E
LE
V: 5
28
.5
1@
0.0
E
LE
V: 5
28
.6
2@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
28
.7
1@
0.0
E
LE
V: 5
28
.7
1@
0.0
E
LE
V: 5
28
.8
2@
-1
5.5
E
LE
V: 5
28
.8
3@
15
.5
-1
2
%
3
3
%
16+75.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
217.58
0.00
Volume
80.30
0.00
Cumulative Volume
3161.91
1187.02
Cut
Fill
Area
212.04
0.00
Volume
120.13
0.00
Cumulative Volume
3282.05
1187.02
Cut
Fill
Area
207.41
0.00
Volume
194.19
0.00
Cumulative Volume
3476.24
1187.02
Cut
Fill
Area
202.67
0.93
Volume
80.82
0.18
Cumulative Volume
3557.05
1187.20
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C29
CR
OS
S S
EC
TIO
N 7
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
17+00.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
17+50.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
28
.2
3@
0.0
E
LE
V: 5
27
.9
6@
15
.5
E
LE
V: 5
28
.2
3@
0.0
E
LE
V: 5
28
.3
4@
-1
5.5
7%
7% -
8%
-8%
-
2
0
%
-
2
0
%
3
3
%
E
LE
V: 5
27
.2
6@
0.0
E
LE
V: 5
26
.9
9@
15
.5
E
LE
V: 5
27
.2
6@
0.0
E
LE
V: 5
27
.3
7@
-1
5.5
7%
7% -
8
%
-8
%
-
2
4
%
-
2
4
%
3
3
%
E
LE
V: 5
27
.7
4@
0.0
E
LE
V: 5
27
.7
4@
0.0
E
LE
V: 5
27
.4
8@
-1
5.5
E
LE
V: 5
27
.8
6@
15
.5
-1
1
%
1
1
%
2%
1
8
%
1
8
%
3
3
%
3
3
%
17+25.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
27
.0
8@
0.0
E
LE
V: 5
27
.0
8@
0.0
E
LE
V: 5
27
.1
9@
-1
5.5
E
LE
V: 5
27
.2
0@
15
.5
-6%
3
3
%
17+75.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
201.87
1.29
Volume
107.57
0.59
Cumulative Volume
3664.62
1187.79
Cut
Fill
Area
247.35
0.21
Volume
207.97
0.70
Cumulative Volume
3872.59
1188.49
Cut
Fill
Area
216.44
0.24
Volume
214.72
0.21
Cumulative Volume
4087.31
1188.70
Cut
Fill
Area
185.14
0.23
Volume
185.92
0.21
Cumulative Volume
4273.23
1188.91
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C30
CR
OS
S S
EC
TIO
N 8
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
17+82.69
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
17+98.36
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
18+25.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
27
.0
3@
0.0
E
LE
V: 5
26
.7
6@
15
.5
E
LE
V: 5
27
.0
3@
0.0
E
LE
V: 5
27
.1
4@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
26
.9
2@
0.0
E
LE
V: 5
26
.6
6@
15
.5
E
LE
V: 5
26
.9
2@
0.0
E
LE
V: 5
27
.0
3@
-1
5.5
1
4
%
1
4
%
3
3
%
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.8
5@
-1
5.5
E
LE
V: 5
26
.8
5@
15
.5
-2%
3
3
%
E
LE
V: 5
26
.9
1@
0.0
E
LE
V: 5
26
.9
1@
0.0
E
LE
V: 5
26
.6
5@
-1
5.5
E
LE
V: 5
27
.0
2@
15
.5
-0%
1
1
%
2%
1
8
%
1
8
%
3
3
%
3
3
%
18+00.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
171.95
0.01
Volume
50.88
0.03
Cumulative Volume
4324.10
1188.94
Cut
Fill
Area
171.43
0.01
Volume
99.61
0.01
Cumulative Volume
4423.71
1188.95
Cut
Fill
Area
167.37
0.00
Volume
10.30
0.00
Cumulative Volume
4434.01
1188.95
Cut
Fill
Area
103.10
0.05
Volume
125.22
0.02
Cumulative Volume
4559.23
1188.97
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C31
CR
OS
S S
EC
TIO
N 9
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
18+50.00
522.50
525.00
530.00
535.00
540.00
522.50
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
18+70.31
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
26
.6
0@
0.0
E
LE
V: 5
26
.6
0@
0.0
E
LE
V: 5
26
.7
1@
-1
5.5
E
LE
V: 5
26
.7
1@
15
.5
-2%
4
5
%
E
LE
V: 5
26
.5
6@
0.0
E
LE
V: 5
26
.2
9@
15
.5
E
LE
V: 5
26
.5
6@
0.0
E
LE
V: 5
26
.6
7@
-1
5.5
1
4
%
1
4
%
3
6
%
E
LE
V: 5
26
.5
9@
0.0
E
LE
V: 5
26
.3
2@
15
.5
E
LE
V: 5
26
.5
9@
0.0
E
LE
V: 5
26
.7
0@
-1
5.5
1
4
%
1
4
%
4
3
%
18+53.94
522.50
525.00
530.00
535.00
540.00
522.50
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
26
.5
6@
0.0
E
LE
V: 5
26
.5
6@
0.0
E
LE
V: 5
26
.6
7@
-1
5.5
E
LE
V: 5
26
.6
7@
15
.5
-
2
0
%
3
4
%
18+75.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
Cut
Fill
Area
76.54
4.67
Volume
83.17
2.18
Cumulative Volume
4642.40
1191.15
Cut
Fill
Area
73.79
6.41
Volume
10.96
0.81
Cumulative Volume
4653.36
1191.96
Cut
Fill
Area
67.94
12.98
Volume
42.98
5.88
Cumulative Volume
4696.34
1197.84
Cut
Fill
Area
59.29
35.95
Volume
11.04
4.25
Cumulative Volume
4707.38
1202.09
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C32
CR
OS
S S
EC
TIO
N 1
0
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
19+00.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
545.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
19+25.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
19+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
19+75.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
26
.6
0@
0.0
E
LE
V: 5
26
.7
2@
15
.5
E
LE
V: 5
26
.6
0@
0.0
E
LE
V: 5
26
.3
4@
-1
5.5
1
1
%
2%
1
8
%
1
8
%
3
3
%
3
3
%
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.8
6@
15
.5
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.8
5@
-1
5.5
3
3
%
E
LE
V: 5
26
.9
6@
0.0
E
LE
V: 5
27
.0
7@
15
.5
E
LE
V: 5
26
.9
6@
0.0
E
LE
V: 5
27
.0
7@
-1
5.5
4
3
%
E
LE
V: 5
27
.1
8@
0.0
E
LE
V: 5
27
.1
8@
0.0
E
LE
V: 5
27
.2
9@
-1
5.5
E
LE
V: 5
27
.2
9@
15
.5
-
2
5
%
3
3
%
Cut
Fill
Area
118.12
38.99
Volume
82.14
34.69
Cumulative Volume
4789.52
1236.78
Cut
Fill
Area
55.71
35.81
Volume
80.48
34.63
Cumulative Volume
4870.00
1271.41
Cut
Fill
Area
38.97
36.88
Volume
43.83
33.65
Cumulative Volume
4913.83
1305.06
Cut
Fill
Area
48.73
31.36
Volume
40.60
31.59
Cumulative Volume
4954.43
1336.65
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C33
CR
OS
S S
EC
TIO
N 1
1
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
20+00.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
517.50
520.00
525.00
530.00
535.00
540.00
545.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
20+25.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
20+50.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
20+75.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
27
.4
0@
0.0
E
LE
V: 5
27
.4
0@
0.0
E
LE
V: 5
27
.5
1@
-1
5.5
E
LE
V: 5
27
.5
2@
15
.5
-
2
4
%
3
3
%
E
LE
V: 5
27
.6
2@
0.0
E
LE
V: 5
27
.6
2@
0.0
E
LE
V: 5
27
.7
3@
-1
5.5
E
LE
V: 5
27
.7
4@
15
.5
-
2
3
%
3
3
%
E
LE
V: 5
27
.8
4@
0.0
E
LE
V: 5
27
.8
4@
0.0
E
LE
V: 5
27
.9
5@
-1
5.5
E
LE
V: 5
27
.9
6@
15
.5
-
2
4
%
3
3
%
E
LE
V: 5
28
.0
7@
0.0
E
LE
V: 5
28
.0
7@
0.0
E
LE
V: 5
28
.1
8@
-1
5.5
E
LE
V: 5
28
.1
8@
15
.5
-
2
8
%
3
3
%
Cut
Fill
Area
48.83
27.84
Volume
45.16
27.40
Cumulative Volume
4999.59
1364.06
Cut
Fill
Area
48.78
27.02
Volume
45.19
25.40
Cumulative Volume
5044.78
1389.46
Cut
Fill
Area
48.93
21.70
Volume
45.24
22.56
Cumulative Volume
5090.02
1412.01
Cut
Fill
Area
43.43
19.37
Volume
42.76
19.01
Cumulative Volume
5132.78
1431.02
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C34
CR
OS
S S
EC
TIO
N 1
2
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
21+00.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
21+25.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
21+50.00
517.50
520.00
525.00
530.00
535.00
540.00
517.50
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
21+75.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
28
.2
0@
0.0
E
LE
V: 5
28
.2
0@
0.0
E
LE
V: 5
27
.9
4@
-1
5.5
E
LE
V: 5
28
.3
1@
15
.5
-
3
3
%
1
1
%
2%
1
8
%
1
8
%
3
3
%
3
3
%
E
LE
V: 5
28
.1
4@
0.0
E
LE
V: 5
28
.1
4@
0.0
E
LE
V: 5
28
.2
5@
-1
5.5
E
LE
V: 5
28
.2
5@
15
.5
-
3
3
%
3
3
%
E
LE
V: 5
27
.8
7@
0.0
E
LE
V: 5
27
.8
7@
0.0
E
LE
V: 5
27
.9
8@
-1
5.5
E
LE
V: 5
27
.9
9@
15
.5
-
3
3
%
3
3
%
E
LE
V: 5
27
.4
1@
0.0
E
LE
V: 5
27
.4
1@
0.0
E
LE
V: 5
27
.1
4@
-1
5.5
E
LE
V: 5
27
.5
2@
15
.5
E
LE
V: 5
27
.4
1@
0.0
E
LE
V: 5
27
.4
1@
0.0
E
LE
V: 5
27
.1
4@
-1
5.5
E
LE
V: 5
27
.5
2@
15
.5
-
3
3
%
1
1
%
2%
3
3
%
3
3
%
-
3
3
%
1
1
%
2%
3
3
%
3
3
%
Cut
Fill
Area
45.65
27.86
Volume
41.24
21.87
Cumulative Volume
5174.03
1452.89
Cut
Fill
Area
45.87
25.91
Volume
42.37
24.89
Cumulative Volume
5216.40
1477.79
Cut
Fill
Area
45.04
21.96
Volume
42.09
22.16
Cumulative Volume
5258.49
1499.95
Cut
Fill
Area
37.57
25.18
Volume
38.25
21.82
Cumulative Volume
5296.74
1521.77
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C35
CR
OS
S S
EC
TIO
N 1
3
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
22+00.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
22+25.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
22+50.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
512.50
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
22+75.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
540.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.7
4@
0.0
E
LE
V: 5
26
.8
5@
-1
5.5
E
LE
V: 5
26
.8
6@
15
.5
-
3
3
%
3
3
%
E
LE
V: 5
25.8
8@
0.0
E
LE
V: 5
25.8
8@
0.0
E
LE
V: 5
25
.9
9@
-1
5.5
E
LE
V: 5
25
.9
9@
15
.5
-
3
3
%
3
3
%
E
LE
V: 5
24
.8
1@
0.0
E
LE
V: 5
24
.8
1@
0.0
E
LE
V: 5
24
.9
2@
-1
5.5
E
LE
V: 5
24
.9
2@
15
.5
-
3
3
%
3
3
%
E
LE
V: 5
23
.5
5@
0.0
E
LE
V: 5
23
.5
5@
0.0
E
LE
V: 5
23
.6
6@
-1
5.5
E
LE
V: 5
23
.6
6@
15
.5
-
3
3
%
3
3
%
Cut
Fill
Area
42.70
24.38
Volume
37.16
22.94
Cumulative Volume
5333.90
1544.72
Cut
Fill
Area
48.02
22.37
Volume
42.00
21.64
Cumulative Volume
5375.90
1566.36
Cut
Fill
Area
44.78
25.34
Volume
42.96
22.09
Cumulative Volume
5418.86
1588.45
Cut
Fill
Area
44.09
21.03
Volume
41.14
21.47
Cumulative Volume
5460.01
1609.91
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C36
CR
OS
S S
EC
TIO
N 1
4
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
23+00.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
23+25.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
507.50
510.00
515.00
520.00
525.00
530.00
535.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
23+50.00
507.50
510.00
515.00
520.00
525.00
530.00
507.50
510.00
515.00
520.00
525.00
530.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
23+75.00
507.50
510.00
515.00
520.00
525.00
530.00
507.50
510.00
515.00
520.00
525.00
530.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
22
.0
8@
0.0
E
LE
V: 5
22
.0
8@
0.0
E
LE
V: 5
22
.1
9@
-1
5.5
E
LE
V: 5
22
.1
9@
15
.5
E
LE
V: 5
22
.0
8@
0.0
E
LE
V: 5
22
.0
8@
0.0
E
LE
V: 5
22
.1
9@
-1
5.5
E
LE
V: 5
22
.1
9@
15
.5
3
3
%
3
3
%
E
LE
V: 5
20
.4
1@
0.0
E
LE
V: 5
20
.5
3@
15
.5
E
LE
V: 5
20
.4
1@
0.0
-
3
2
%
E
LE
V: 5
18
.5
5@
0.0
E
LE
V: 5
18
.6
6@
15
.5
E
LE
V: 5
18
.5
5@
0.0
-
3
1
%
E
LE
V: 5
16
.4
9@
0.0
E
LE
V: 5
16
.2
3@
15
.5
E
LE
V: 5
16
.4
9@
0.0
E
LE
V: 5
16
.2
3@
-1
5.5
7%
-
3
1
%
-
3
1
%
-8
%
1
1
%
2%
1
8
%
1
8
%
1
6
%
1
6
%
Cut
Fill
Area
43.72
15.87
Volume
40.65
17.08
Cumulative Volume
5500.66
1626.99
Cut
Fill
Area
24.97
9.48
Volume
31.80
11.74
Cumulative Volume
5532.46
1638.73
Cut
Fill
Area
22.68
12.21
Volume
22.06
10.04
Cumulative Volume
5554.52
1648.77
Cut
Fill
Area
44.90
30.48
Volume
31.29
19.76
Cumulative Volume
5585.81
1668.54
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C-37
CR
OS
S S
EC
TIO
N 1
5
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
24+00.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
24+25.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
24+50.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
24+75.00
502.50
505.00
510.00
515.00
520.00
502.50
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
25+00.00
497.50
500.00
505.00
510.00
515.00
520.00
497.50
500.00
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
25+25.00
502.50
505.00
510.00
515.00
520.00
502.50
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
14
.6
1@
0.0
E
LE
V: 5
14
.6
1@
0.0
E
LE
V: 5
14
.7
2@
-1
5.5
E
LE
V: 5
14
.7
2@
15
.5
-
2
9
%
1
5
%
E
LE
V: 5
13
.0
4@
0.0
E
LE
V: 5
12
.7
8@
15
.5
E
LE
V: 5
13
.0
4@
0.0
E
LE
V: 5
13
.1
5@
-1
5.5
7% -
8%
-
2
3
%
-
3
3
%
-
3
3
%
1
2
%
E
LE
V: 5
11
.7
9@
0.0
E
LE
V: 5
11
.7
9@
0.0
E
LE
V: 5
11
.9
0@
-1
5.5
E
LE
V: 5
11
.9
0@
15
.5
-
3
3
%
1
2
%
E
LE
V: 5
10
.8
6@
0.0
E
LE
V: 5
10
.5
9@
15
.5
E
LE
V: 5
10
.8
6@
0.0
E
LE
V: 5
10
.5
9@
-1
5.5
7% -
8
%
-
2
3
%
-
2
5
%
-
2
5
%
1
1
%
2%
1
8
%
1
8
%
E
LE
V: 5
10
.2
4@
0.0
E
LE
V: 5
10
.2
4@
0.0
E
LE
V: 5
10
.3
5@
-1
5.5
E
LE
V: 5
10
.3
6@
15
.5
-
2
7
%
2
0
%
E
LE
V: 5
09
.9
5@
0.0
E
LE
V: 5
09
.9
5@
0.0
E
LE
V: 5
10
.0
6@
-1
5.5
E
LE
V: 5
10
.0
6@
15
.5
-
1
8
%
2
8
%
Cut
Fill
Area
24.24
17.44
Volume
32.01
22.18
Cumulative Volume
5617.82
1690.72
Cut
Fill
Area
22.92
48.66
Volume
21.83
30.60
Cumulative Volume
5639.65
1721.32
Cut
Fill
Area
17.37
24.65
Volume
18.65
33.94
Cumulative Volume
5658.30
1755.26
Cut
Fill
Area
18.95
39.44
Volume
16.81
29.67
Cumulative Volume
5675.11
1784.93
Cut
Fill
Area
17.83
22.41
Volume
17.03
28.64
Cumulative Volume
5692.14
1813.56
Cut
Fill
Area
20.07
14.80
Volume
17.54
17.23
Cumulative Volume
5709.69
1830.79
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C-38
CR
OS
S S
EC
TIO
N 1
6
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
25+50.00
502.50
505.00
510.00
515.00
520.00
502.50
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
25+75.00
502.50
505.00
510.00
515.00
520.00
502.50
505.00
510.00
515.00
520.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
26+00.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
26+25.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
26+50.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
26+75.00
502.50
505.00
510.00
515.00
520.00
525.00
502.50
505.00
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
09
.9
7@
0.0
E
LE
V: 5
09
.7
0@
15
.5
E
LE
V: 5
09
.9
7@
0.0
E
LE
V: 5
09
.7
0@
-1
5.5
7% -
8
%
-1
1
%
-1
1
%
1
1
%
2%
1
6
%
1
5
%
1
5
%
E
LE
V: 5
10
.1
6@
0.0
E
LE
V: 5
10
.1
6@
0.0
E
LE
V: 5
10
.2
7@
-1
5.5
E
LE
V: 5
10
.2
8@
15
.5
-1
0
%
2
9
%
E
LE
V: 5
10
.6
8@
0.0
E
LE
V: 5
10
.4
1@
15
.5
E
LE
V: 5
10
.6
8@
0.0
E
LE
V: 5
10
.4
1@
-1
5.5
7% -
8%
-9
%
-9
%
1
1
%
2%
1
8
%
1
8
%
E
LE
V: 5
11
.4
8@
0.0
E
LE
V: 5
11
.4
8@
0.0
E
LE
V: 5
11
.5
9@
-1
5.5
E
LE
V: 5
11
.5
9@
15
.5
-7%
2
1
%
E
LE
V: 5
12
.5
3@
0.0
E
LE
V: 5
12
.5
3@
0.0
E
LE
V: 5
12
.6
4@
-1
5.5
E
LE
V: 5
12
.6
5@
15
.5
-5%
1
9
%
E
LE
V: 5
13
.8
2@
0.0
E
LE
V: 5
13
.8
2@
0.0
E
LE
V: 5
13
.9
3@
-1
5.5
E
LE
V: 5
13
.9
3@
15
.5
-6%
1
4
%
Cut
Fill
Area
38.74
14.88
Volume
27.23
13.74
Cumulative Volume
5736.91
1844.53
Cut
Fill
Area
35.78
8.85
Volume
34.50
10.99
Cumulative Volume
5771.41
1855.52
Cut
Fill
Area
36.93
6.19
Volume
33.66
6.96
Cumulative Volume
5805.08
1862.48
Cut
Fill
Area
18.36
23.57
Volume
25.60
13.78
Cumulative Volume
5830.68
1876.26
Cut
Fill
Area
16.54
19.26
Volume
16.16
19.83
Cumulative Volume
5846.84
1896.09
Cut
Fill
Area
13.49
27.59
Volume
13.90
21.69
Cumulative Volume
5860.74
1917.78
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C-39
CR
OS
S S
EC
TIO
N 1
7
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H
27+00.00
507.50
510.00
515.00
520.00
525.00
507.50
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
27+25.00
507.50
510.00
515.00
520.00
525.00
507.50
510.00
515.00
520.00
525.00
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30-35-40-45
E
LE
V: 5
15
.1
7@
0.0
E
LE
V: 5
15
.1
7@
0.0
E
LE
V: 5
15
.2
8@
-1
5.5
E
LE
V: 5
15
.2
8@
15
.5
-4%
9
%
E
LE
V: 5
16
.5
1@
0.0
E
LE
V: 5
16
.5
1@
0.0
E
LE
V: 5
16
.6
2@
-1
5.5
E
LE
V: 5
16
.6
3@
15
.5
-0%
1
6
%
Cut
Fill
Area
19.69
16.60
Volume
15.36
20.46
Cumulative Volume
5876.10
1938.23
Cut
Fill
Area
25.08
15.60
Volume
20.73
14.91
Cumulative Volume
5896.82
1953.14
DE
PA
RT
ME
NT
O
F P
UB
LIC
W
OR
KS
LIT
TL
E R
OC
K, A
RK
AN
SA
S 72201
701 W
. M
AR
KH
AM
CIV
IL
E
NG
IN
EE
RIN
G
CIT
Y O
F L
IT
TL
E R
OC
K, A
RK
AN
SA
S
SHEET NO.
SCALE
PROJECT NO.
DATE
DESIGNED
CHECKED
DRAWN BY
REVISIONS DATE
AS NOTED
GA
MB
LE
RD
C-40
CR
OS
S S
EC
TIO
N 1
8
2019-11-19
16-5-ST-15
RH
RH
ZR
100% SUBMITTAL
SCALE:
1"= 5'V
1"= 10'H