HomeMy WebLinkAboutAPPROVED Site Plan 043025THDY
H DYHDY
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SD
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FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPWL WL WL WL WL WL
D
D
D
D
D
D
EE
E
E
E
E
FO
FO
DMH NO.:5
DMH NO.:6
DMH NO.:7
DMH NO.:8
36" RCP:
FL: 561.1'
DMH NO.:9
DMH NO.:10
DMH NO.:11
UGE UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE
GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
WL WL WL
WL WL WL WL WL WL
WL
WL
WL
WL
WL
WL
WL WL WL WL WL
WLèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèS07°08'59"W311.3'±SD
SD
SDSD T159
T158
T157
T156
T152
T151
T139
T138
T108
T107
T105
T104
T103
T90
T89
T88
T87
T86
T85
T84
T83
T82
T81
T80
T79
T78
T77
T76
T75
T74
T73
T72
T71
T70T69
T68
T67
T66
T65
T64
T63
T62
T61
T60
T59
T58
T57
T56
T55T54
T53
T52
T51
T50
T46
T45
T44
T43
T42
T41
T40
T39
T38
T37
T36
T35
T34
T32
T31
T30
T29
T28
T27
T26
T25
T24
T23
T22
T21
T20
T19
T18
T17T16
T15
T14
T13
T12
T11
T10
T9
T8T7
T6
T5
T4
T3
T2
T1
UP
contents.
design.
date.
project.
5432
B
C
D
1
A
issue for review:
issue for pricing:
revisions:
issue for construction:
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR
REVIEWING ALL CONTRACT DOCUMENTS
(INCLUDING SHEETS, DRAWINGS, GENERAL
NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY
THE ARCHITECT OR ANY OTHER CONSULTANT.
REFER TO SHEETS G0.00 - G0.03 FOR ALL
GENERAL NOTES RELATIVE TO THE SCOPE OF
WORK AND TYPES OF DRAWINGS, ELEMENTS,
AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3
2023.12.22
PERMIT SET
L I T T L E R O C K | R O G E R S | W Y N N E
w w w .e c o l o g i c a l d g .c o m
p h o n e : 5 0 1 3 7 8 0 2 0 0
E :G
Ecologi ca l :ei i gn G h o k p " I n c
2023.12.22
2023.12.22
2024.04.30
1 SCALE: 1" = 50'-0"
100'
0'
200'OVERALL SITE PLAN
50'NORTH
C1.00
OVERALL SITE PLAN
SQ.FT.
N/F
C/L
R/W
(M)
(R)
N/G
CONC.
P.O.B.
P.O.C.
BOC:
FL:
TA:
TC:
CR:
NG:
BB:
EA:
TB:
EC:
è è
EXISTING LEGEND
FOUND MONUMENT
AS-NOTED
SET MONUMENT
AS-NOTED
TEMPORARY
BENCHMARK (TBM)
SANITARY SEWER
MANHOLE (SMH)
STORM SEWER
MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET
AS-NOTED
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL
POST
TRAFFIC SIGNAL POST
FIBER OPTIC
UTILITY MARKER
FIBER OPTIC VAULT
MEASURED/CALCULATED
DIMENSION
RECORD DIMENSION
CENTERLINE
RIGHT-OF-WAY
NOW OR FORMERLY
NATURAL GROUND
CONCRETE
POINT OF COMMENCEMENT
POINT OF BEGINNING
SQUARE FEET
BACK OF CURB
FLOW LINE
TOP OF ASPHALT
TOP OF CONCRETE
NATURAL GROUND
CROWN OF ROAD
EDGE OF ASPHALT
EDGE OF CONCRETE
TOP OF BANK
BOTTOM OF BANK
PROPERTY LINE
CENTERLINE RIGHT-
OF-WAY
RIGHT-OF-WAY
UNDERGROUND
GAS LINE
UNDERGROUND
SANITARY SEWER LINE
UNDERGROUND
ELECTRICAL LINE
UNDERGROUND FIBER
OPTIC LINE
UNDERGROUND
WATER LINE
UNDERGROUND
STORM SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
FLOW LINE
DRIP LINE
PROPOSED SITE PLAN LEGEND
STANDARD CURB
AND GUTTER (REF.
PLANS FOR TYPE)
CONCRETE
PAVEMENT
CRUSHED STONE
IRREGULAR
FLAGSTONE
HEAVY DUTY ASPHALT
PAVEMENT
TYP. CONC. SIDEWALK
W/ SCORE JOINT PATTERN
LIGHT DUTY ASPHALT
PAVEMENT
MODIFIED CURB
AND GUTTER
C1.01
C1.02
C1.03
C1.04
PARKING DATA
ZONING C2 CUP (SHOPPING CENTER DISTRICT
CONDITIONAL USE PERMIT) & R2 CUP
(SINGLE-FAMILY CONDITIONAL USE
PERMIT)
USE CHURCH
PARKING REQUIREMENTS CODE: 1SPACE PER 5 SEATS
653 SEATS PROVIDED
TOTAL 131 SPACES REQUIRED
ON SITE PARKING PROVIDED 184 SPACES
ON SITE ADA SPACES PROVIDED 6 SPACES
TOTAL 190 SPACES PROVIDED
SITE SUMMARY
ZONING:
C2 CUP (SHOPPING CENTER DISTRICT CONDITIONAL USE PERMIT) &
R2 CUP (SINGLE-FAMILY CONDITIONAL USE PERMIT)
USE:
CHURCH
AREA:
20.95 AC TOTAL
BUILDING SQUARE FOOTAGE:
33,524 SQ. FT.
3 ADD 32024.04.30
3
APPROVED SITE PLAN 043025
FOUND
1/2" REBAR
FOUND
1/2" REBAR
SET 5/8" REBAR
10' OFFSET
FOUND
1/2" REBAR BENT
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBARFOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
RAMP
TBM#:2
SET 5/8" REBAR
NORTHING: 166227.81
EASTING: 1171200.01
ELEVATION: 580.70'
NATURAL GROUND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LANDNATURAL GROUNDNATURAL GROUND
NATURAL G
R
O
U
N
D
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
NATURAL G
R
O
U
N
D
NAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NATUR
A
L
G
R
O
U
N
D
NATURAL GRO
U
N
D
NATURAL GROUND
NAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND NATURAL GROUNDCONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CO
N
C
.CONC.
CON
C.CONC.
CONC.
CONC.
RAMP
CONC.
CONC.
CONC.
RAMP CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/G
N/G
N/G
N/G
N/GN/G
N/G
N/G
N/GN/G
N/G
NATURAL GROUND
NATURAL GROUND
NATURAL
G
R
O
U
N
D
NATURAL GROUND
NATU
R
A
L
G
R
O
U
N
D
NATURAL GROUNDN/GN/GN/GN/GNATURAL GROUNDNATURAL GROUNDNATURAL GROUND
N/GN/GN/GN/GN/GN/GN/GN/G
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
N/G
N/G
TBM#:1
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166114.90'
EASTING: 1170615.79'
ELEVATION: 621.12'
TBM#:3
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166595.68'
EASTING: 1171158.25'
ELEVATION: 645.51'
TBM#:4
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166741.81'
EASTING: 1171221.50'
ELEVATION: 650.11'
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FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPWL WL WL WL WL WL
D
D
D
D
D
D
EE
E
E
E
E
FO
FO
UGE UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE
GAS GAS GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS
WL WL WL
WL WL WL WL WL WL
WL
WL
WL
WL
WL
WL
WL WL WL WL WL
WLèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèS07°08'59"W311.3'±MATCH-LINE SHEET 3MATCH-LINE SHEET 2THDY
H DYHDY
W W
UP
CHENAL
V
A
L
L
E
Y
D
R
I
V
ECHENAL PARKWAY1 SCALE: 1" = 50'-0"
100'
0'
200'OVERALL GRADING & DRAINAGE PLAN
50'NORTH
C3.00
OVERALL GRADING &
DRAINAGE PLAN
SQ.FT.
N/F
C/L
R/W
(M)
(R)
N/G
CONC.
P.O.B.
P.O.C.
BOC:
FL:
TA:
TC:
CR:
NG:
BB:
EA:
TB:
EC:
è è
EXISTING LEGEND
FOUND MONUMENT
AS-NOTED
SET MONUMENT
AS-NOTED
TEMPORARY
BENCHMARK (TBM)
SANITARY SEWER
MANHOLE (SMH)
STORM SEWER
MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET
AS-NOTED
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL
POST
TRAFFIC SIGNAL POST
FIBER OPTIC
UTILITY MARKER
FIBER OPTIC VAULT
MEASURED/CALCULATED
DIMENSION
RECORD DIMENSION
CENTERLINE
RIGHT-OF-WAY
NOW OR FORMERLY
NATURAL GROUND
CONCRETE
POINT OF COMMENCEMENT
POINT OF BEGINNING
SQUARE FEET
BACK OF CURB
FLOW LINE
TOP OF ASPHALT
TOP OF CONCRETE
NATURAL GROUND
CROWN OF ROAD
EDGE OF ASPHALT
EDGE OF CONCRETE
TOP OF BANK
BOTTOM OF BANK
PROPERTY LINE
CENTERLINE RIGHT-
OF-WAY
RIGHT-OF-WAY
UNDERGROUND
GAS LINE
UNDERGROUND
SANITARY SEWER LINE
UNDERGROUND
ELECTRICAL LINE
UNDERGROUND FIBER
OPTIC LINE
UNDERGROUND
WATER LINE
UNDERGROUND
STORM SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
FLOW LINE
DRIP LINE
PROPOSED GRADING & DRAINAGE LEGEND
CONCAVE
GRATE INLET
JUNCTION BOX
NYLOPLAST
CATCH BASIN
PROPOSED 1 FT.
CONTOUR ELEVATION
PROPOSED 5 FT.
CONTOUR ELEVATION
1315
1311
FLARED END
SECTION
HDPE STORM PIPE
PERFORATED HDPE
STORM PIPE
RCP/RCHEP STORM PIPE
XXXX.XX SPOT ELEVATIONS
FLOWLINE
2 ADD 22024.02.16
C3.01 / C3.05
C3.02 / C3.06
C3.03 / C3.07
C3.04 / C3.08 contents.
design.
date.
project.
5432
B
C
D
1
A
issue for review:
issue for pricing:
revisions:
issue for construction:
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR
REVIEWING ALL CONTRACT DOCUMENTS
(INCLUDING SHEETS, DRAWINGS, GENERAL
NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY
THE ARCHITECT OR ANY OTHER CONSULTANT.
REFER TO SHEETS G0.00 - G0.03 FOR ALL
GENERAL NOTES RELATIVE TO THE SCOPE OF
WORK AND TYPES OF DRAWINGS, ELEMENTS,
AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3
2023.12.22
PERMIT SET
L I T T L E R O C K | R O G E R S | W Y N N E
w w w .e c o l o g i c a l d g .c o m
p h o n e : 5 0 1 3 7 8 0 2 0 0
E :G
Ecologi ca l :ei i gn G h o k p " I n c
2023.12.22
2023.12.22
2024.04.30
3 ADD 32024.04.30
SUPPLEMENTAL GRADING AND EROSION CONTROL NOTES:
1.REFER TO STREET CONSTRUCTION (GRADING) AND EARTHWORK NOTES,
GENERAL EROSION CONTROL NOTES, AND ADDITIONAL EROSION CONTROL
NOTES.
2.REFER TO THREE-PHASE EROSION CONTROL PLANS FOR EROSION CONTROL
BMP LOCATIONS.
3.ALL DISTURBED AREAS LEFT IDLE FOR 14 DAYS OR LONGER ARE TO RECEIVE
TEMPORARY VEGETATION AND MULCHED.
4.REFER TO THREE-PHASE EROSION CONTROL PLANS FOR AREAS OF PERMANENT
EROSION CONTROL BLANKETS.
INFORMATION ON RELEVANT PARTIES:
OWNER: CHRIST COMMUNITY CHURCH OF LITTLE ROCK,16603 CANTRELL
ROAD, STE 1, LITTLE ROCK, ARKANSAS, 72223 - (501) 712-1368
PERMIT APPLICANT: MEGAN ROLLINS, 12600 LAWSON ROAD, LITTLE ROCK,
ARKANSAS, 72210 - (501) 804-5765
DESIGNATED AGENT: JOSH PEABODY, 12600 LAWSON ROAD, LITTLE ROCK,
ARKANSAS, 72210 - (501) 804-7221
ESTIMATED TIMING INFORMATION:
-CONSTRUCTION: BEGIN JULY 15, 2024 - END LATE NOV. 2025
-EROS. CONTROL: PLACED PRIOR TO CLEARING, PROCESS ESTIMATED AT ONE (1)
WEEK.
-CLEARING AND GRUBBING: IMMEDIATELY AFTER EROS. CONTROL, EST. TWO (2)
WEEKS.
-GRADING: STARTING IN SW CORNER OF SITE, AFTER CLEARING AND GRUBBING.
EST. SIXTY (60) WORKING DAYS FOR MASS EARTHWORK.
4 ASI 12024.06.28
5
5 ASI 22024.07.09
NATURAL GROUND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL GROUNDNATURAL GROUNDFOPFOPFOPFOPFOPèèèèèèèèè540'545'550'555'623'
624'
625'
626'615'616'617'618'619'620'621'622'623'624'625'626'614'613'612'610'609'608'607'604'605'606'603'602'600'601'590'591'592'593'594'595'596'597'598'599'556'557'558'559'560'561'562'563'564'565'566'567'568'569'570'571'572'573'574'575'576'577'578'579'580'581'582'583'584'585'586'587'588'589'617'618'577'
578'
576'621'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'640'
6
4
1
'
6
4
2
'
6
4
3
'
6
4
4
'
6
4
5
'576'577'578'579'580'581'582'583'584'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'601'602
'604'605'606'607'608'609'610'611'612'613'614'615'616'617'618'563'564'565'566'567'568'569'570'571'572'573'574'575'576'577'578'579'580'581'582'583'584'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'601'602'603'604'605'606'607'608'609'610'611'612'613'614'615'616'617'618'619'620'621'622'615'616'617'618'619'620'621'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'640'641'642'643'644'645'646'647'648'649'650'651'652'653'654'655'T152
T151
T62
T61
T60
T59
T58
T57
T56
T55T54
T53
T52
T51
T50
603'HDY
UP
00 FLOOR FFE:
635.83 650645640635TC 632.50
BC 632.00
TC 632.50
BC 632.00
635.80
635.80
635.80
635.80635.70
635.75
BC 635.30
635.73
635.97
636.12
635.89
TC 635.63
BC 635.17
TC 635.50
635.20
634.77
634.35
634.72
635.66
634.86
634.36
650.97
650.97
650.97
634.24
633.64
TC 634.38
BC 633.88
633.97
TC 634.54
BC 634.04
TC 634.92
BC 634.42
TC 635.54
BC 635.04
TC 634.66
BC 634.16
633.77
TC 634.19
BC 633.69
TC 633.57
BC 633.07
633.34
634.16
631.83
TC 631.43
BC 630.93
TC 633.23
BC 632.73
633.05
TC 633.25
BC 632.75
TC 632.94
BC 632.44
TC 632.19
BC 631.69
TC 633.10
BC 632.60
TC 632.41
BC 631.91
TC 633.29
BC 632.79
TC 632.77
BC 632.27
650.86
650.86
650.58
650.84
650.87
635.60
627.26
TC 626.83
BC 626.33
TC 634.21
BC 633.71
631.01
632.90
633.20
631.31
TC 631.21
BC 630.71
TC 633.10
BC 632.60
TC 627.46
BC 626.96
627.47
TC 633.40
BC 632.90
TC 632.95
BC 632.45
TC 634.19
BC 633.69
TC 634.95
BC 634.45
650.35
BS 636.29
TS 642.62
BS 642.70
TS 650.28
TW 650.78
TW 643.20TW 643.20
TW 636.79
TC 632.73
BC 632.23
633.31
634.46
627.98
TW 633.33
BW 626.83
634.74
634.96
634.84
TW 633.33
BW 633.00
TW 627.33
BW 609.00
TW 621.33
BW 609.00
TW 623.33
BW 613.00
TW 634.00
BW 621.00
TW 632.00
BW 621.00
TW 632.00
BW 625.00
TW 632.00
BW 631.00 635630
625
630625620635620615615610605600618618
6356306256056006456
5
0640TW 633.33
BW 633.00
636.37
TC 635.97
BC 635.47
TC 637.77
BC 637.27
PROPOSED ORANGE CONSTRUCTION FENCE TO CLEARLY DELINEATE
THE BUFFER ZONE WHICH, IF IMPEDED, WOULD RESULT IN A VIOLATION
OF THE WAIVER WHICH WOULD RESULT IN THE CITY REQUIRING THAT
THE BOUNDARY STREET IMPROVEMENTS ARE CONSTRUCTED PER THE
MASTER STREET PLAN ORDINANCE.
EXISTING PROPERTY LINE
140'-0"
MAXIMUM PROPOSED BUFFER
ZONE TO ACCOUNT FOR
CONSTRUCTION TOLERANCES
TC 634.45
BC 633.95
634.53
634.12
634.04
1 SCALE: 1" = 20'-0"
40'
0'
80'
GRADING & DRAINAGE PLAN
20'NORTH
C3.05
SPOT ELEVATION PLAN
SQ.FT.
N/F
C/L
R/W
(M)
(R)
N/G
CONC.
P.O.B.
P.O.C.
BOC:
FL:
TA:
TC:
CR:
NG:
BB:
EA:
TB:
EC:
è è
EXISTING LEGEND
FOUND MONUMENT
AS-NOTED
SET MONUMENT
AS-NOTED
TEMPORARY
BENCHMARK (TBM)
SANITARY SEWER
MANHOLE (SMH)
STORM SEWER
MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET
AS-NOTED
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL
POST
TRAFFIC SIGNAL POST
FIBER OPTIC
UTILITY MARKER
FIBER OPTIC VAULT
MEASURED/CALCULATED
DIMENSION
RECORD DIMENSION
CENTERLINE
RIGHT-OF-WAY
NOW OR FORMERLY
NATURAL GROUND
CONCRETE
POINT OF COMMENCEMENT
POINT OF BEGINNING
SQUARE FEET
BACK OF CURB
FLOW LINE
TOP OF ASPHALT
TOP OF CONCRETE
NATURAL GROUND
CROWN OF ROAD
EDGE OF ASPHALT
EDGE OF CONCRETE
TOP OF BANK
BOTTOM OF BANK
PROPERTY LINE
CENTERLINE RIGHT-
OF-WAY
RIGHT-OF-WAY
UNDERGROUND
GAS LINE
UNDERGROUND
SANITARY SEWER LINE
UNDERGROUND
ELECTRICAL LINE
UNDERGROUND FIBER
OPTIC LINE
UNDERGROUND
WATER LINE
UNDERGROUND
STORM SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
FLOW LINE
DRIP LINE
KEYMAP
2 ADD 22024.02.16
PROPOSED GRADING & DRAINAGE LEGEND
CONCAVE
GRATE INLET
JUNCTION BOX
NYLOPLAST
CATCH BASIN
PROPOSED 1 FT.
CONTOUR ELEVATION
PROPOSED 5 FT.
CONTOUR ELEVATION
1315
1311
FLARED END
SECTION
HDPE STORM PIPE
PERFORATED HDPE
STORM PIPE
RCP/RCHEP STORM PIPE
XXXX.XX SPOT ELEVATIONS
FLOWLINE
MATCHLINE C3.06MATCHLINE C3.07MATCHLINE C1.04
contents.
design.
date.
project.
5432
B
C
D
1
A
issue for review:
issue for pricing:
revisions:
issue for construction:
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR
REVIEWING ALL CONTRACT DOCUMENTS
(INCLUDING SHEETS, DRAWINGS, GENERAL
NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY
THE ARCHITECT OR ANY OTHER CONSULTANT.
REFER TO SHEETS G0.00 - G0.03 FOR ALL
GENERAL NOTES RELATIVE TO THE SCOPE OF
WORK AND TYPES OF DRAWINGS, ELEMENTS,
AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3
2023.12.22
PERMIT SET
L I T T L E R O C K | R O G E R S | W Y N N E
w w w .e c o l o g i c a l d g .c o m
p h o n e : 5 0 1 3 7 8 0 2 0 0
E :G
Ecologi ca l :ei i gn G h o k p " I n c
2023.12.22
2023.12.22
2024.04.30
C3.01 / C3.05
C3.02 / C3.06
C3.03 / C3.07
C3.04 / C3.08
3 ADD 32024.04.30
4 ASI 12024.06.28
7
7 ASI 42024.07.24
FOUND
1/2" REBAR
FOUND
1/2" REBAR
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
N/G
N/G
N/G
N/G
NATURAL GROUND
N/G
è
è
è
è
è
è
è
è
è
è
è
è
è
E
E
EUGEUGEUGEUGE UGE UGE
UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS
WL WL WL WL WL WL WL WL WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL WL WLèèèèèèèèèèè
OBSERV
E
D
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
NO DOC
U
M
E
N
T
A
T
I
O
N
44' WIDT
H
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T 593'594'595'596'597'598'599'600'601'602'603'604'605'606'607'608'609'610'611'612'613'
6
1
4
'
6
1
5
'
6
1
6
'
6
1
7
'
61
8
'
61
9
'
62
0
'
620'
61
4
'
613
'612'611'612'613'614'615'616'617'618'603'604'605'606'607'608'609'610'611'612'613'602'601'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'581'582'583'584'622'
623
'
621'
617'
61
8
'
61
9
'
620'
613'
61
4
'
615'
616'
609'
610'
611'
612'
613'
614'
615'
616'
601'
602'
603'
604'
605'
606'
607'
608'
582'
583'
584'
585'586'
587'
588'
589'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
606'
607'608'609'610'611'
612'
612'608'609'610'611'
607'602'603'604'605'606'598'
599'
600'601'
612'613'614'615'616'617'618'619'620'621'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'640'
6
4
1
'
6
4
2
'
6
4
3
'
T108
T107
T105
T104
T103
T90
T89
T88
T87
T86
T85
T84
T74
T73
T72
T71
T70T69
T58
T46
T45
T44
T43
T42
T41
T40
T39
T38
T37
T36
T35
T34
T32
T31
T23
T19
T18
T17
T12
T11
T8
T6 HDY
W W
615
610
615
TC 615.32
BC 614.82
[MATCH EX.]
TC 618.40
BC 617.90
[MATCH EX.]618.28
[MATCH EX.]
618.54
[MATCH EX.]
615.86
[MATCH EX.]
615.66
[MATCH EX.]
616.57
616.65
616.79
617.41617.71
TC 618.51
BC 618.01
618.59
618.01
618.12
617.98
618.04
617.93
617.41
617.71
TC 618.51
BC 618.01
618.59
616.49
616.79
TC 617.59
BC 617.09
617.67
628.50
BC 635.30
629.06
625.34
626.30
625.69
629.29
629.17
629.37
629.27TC 629.79
BC 629.29
629.87
629.97TC 629.89
BC 629.39
628.69
629.51
TC 630.43
BC 629.93
630.51
TC 635.37
BC 634.87
628.39
TC 627.99
BC 627.49
TC 625.29
BC 624.79 628.14
628.27
TC 631.50
BC 631.00
TC 634.28
BC 633.78
633.18
630.40
626.14
628.16
TC 624.94
BC 624.44
625.90
625.77
634.27
627.83
631.58
635.60
LIP 616.80
GUTTER 616.68
617.29
617.37
TC 629.34
BC 628.84
628.72
627.21
TC 628.01
BC 627.51
TC 628.92
BC 628.42
629.00
628.90
TC 628.82
BC 628.32
628.09
626.91
TC 627.40
BC 626.90
627.56
TC 629.23
BC 628.73
650.35TW 650.78
618.08
617.78
TC 618.88
BC 618.38
618.96
615.89
616.19
TC 616.99
BC 616.49
617.07
TW 633.33
BW 626.83
TC 628.26
BC 627.76
TC 628.98
BC 628.48
TC 628.69
BC 628.19
629.10
629.63 629.31
629.46
TW 628.67
BW 628.00
TW 626.00
BW 612.50
TW 626.00
BW 609.00
617
617
625
620
615625620615
620
615615630
635
64
0
1 SCALE: 1" = 20'-0"
40'
0'
80'
SPOT ELEVATION PLAN
20'NORTH
C3.08
SPOT ELEVATION PLAN
SQ.FT.
N/F
C/L
R/W
(M)
(R)
N/G
CONC.
P.O.B.
P.O.C.
BOC:
FL:
TA:
TC:
CR:
NG:
BB:
EA:
TB:
EC:
è è
EXISTING LEGEND
FOUND MONUMENT
AS-NOTED
SET MONUMENT
AS-NOTED
TEMPORARY
BENCHMARK (TBM)
SANITARY SEWER
MANHOLE (SMH)
STORM SEWER
MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET
AS-NOTED
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL
POST
TRAFFIC SIGNAL POST
FIBER OPTIC
UTILITY MARKER
FIBER OPTIC VAULT
MEASURED/CALCULATED
DIMENSION
RECORD DIMENSION
CENTERLINE
RIGHT-OF-WAY
NOW OR FORMERLY
NATURAL GROUND
CONCRETE
POINT OF COMMENCEMENT
POINT OF BEGINNING
SQUARE FEET
BACK OF CURB
FLOW LINE
TOP OF ASPHALT
TOP OF CONCRETE
NATURAL GROUND
CROWN OF ROAD
EDGE OF ASPHALT
EDGE OF CONCRETE
TOP OF BANK
BOTTOM OF BANK
PROPERTY LINE
CENTERLINE RIGHT-
OF-WAY
RIGHT-OF-WAY
UNDERGROUND
GAS LINE
UNDERGROUND
SANITARY SEWER LINE
UNDERGROUND
ELECTRICAL LINE
UNDERGROUND FIBER
OPTIC LINE
UNDERGROUND
WATER LINE
UNDERGROUND
STORM SEWER LINE
MAJOR CONTOUR
MINOR CONTOUR
FLOW LINE
DRIP LINE
KEYMAP
PROPOSED GRADING & DRAINAGE LEGEND
CONCAVE
GRATE INLET
JUNCTION BOX
NYLOPLAST
CATCH BASIN
PROPOSED 1 FT.
CONTOUR ELEVATION
PROPOSED 5 FT.
CONTOUR ELEVATION
1315
1311
FLARED END
SECTION
HDPE STORM PIPE
PERFORATED HDPE
STORM PIPE
RCP/RCHEP STORM PIPE
XXXX.XX SPOT ELEVATIONS
FLOWLINE
2 ADD 22024.02.16
MATCHLINE C3.07MATCHLINE C3.05
contents.
design.
date.
project.
5432
B
C
D
1
A
issue for review:
issue for pricing:
revisions:
issue for construction:
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR
REVIEWING ALL CONTRACT DOCUMENTS
(INCLUDING SHEETS, DRAWINGS, GENERAL
NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY
THE ARCHITECT OR ANY OTHER CONSULTANT.
REFER TO SHEETS G0.00 - G0.03 FOR ALL
GENERAL NOTES RELATIVE TO THE SCOPE OF
WORK AND TYPES OF DRAWINGS, ELEMENTS,
AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3
2023.12.22
PERMIT SET
L I T T L E R O C K | R O G E R S | W Y N N E
w w w .e c o l o g i c a l d g .c o m
p h o n e : 5 0 1 3 7 8 0 2 0 0
E :G
Ecologi ca l :ei i gn G h o k p " I n c
2023.12.22
2023.12.22
2024.04.30
C3.01 / C3.05
C3.02 / C3.06
C3.03 / C3.07
C3.04 / C3.08
3 ADD 32024.04.30
4
7 ASI 42024.07.24
7
TYPICAL SEGMENTAL BLOCK WALL
GRAVEL BACKFILL AND PERFORATED
UNDERDRAIN AS PER MANUFACTURER'S
RECOMMENDATIONS
GEOGRID (TYP.)
GUARDRAIL BEHIND WALL. REF.
SEPARATE DETAIL. INSTALL PER
WALL MANUFACTURER
SPECIFICATIONS & DETAILS
PLANTING VARIES. REF.
LANDSCAPE PLANS.
8" DEPTH
OF PLANTING
MIX
GEOTEXTILE
FABRIC
HEIGHT
VARIES FOR
ALL WALLS.
REF. PLANS
SEGMENTAL BLOCK RETAINING
WALL. REF. SEPARATE DETAIL.
PRODUCT: DIAMOND PRO STONE
CUT VIRTUAL JOINT BY
ANCHORWALL. COLOR: TBD
SUBMIT FOR APPROVAL.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2nd Layer
1st Layer
REINFORCEMENT
LENGTH
12" (MIN) OF FREE-
DRAINING AGGREGATE
CAP BLOCK
2'-0"
6"6" MINIMUM COMPACTED
GRANULAR-BASE
LEVELING PAD
4" Ø DRAIN TILE (EL. VARIES)
FINISHED
GRADE
DIAMOND PRO®
BLOCK
*WALL TO BE DESIGNED BY SEGMENTAL
BLOCK WALL MANUFACTURER. THIS DETAIL
IS FOR REFERENCE ONLY OF TYPICAL
SEGMENTAL BLOCK WALL DESIGN*
ELEVATION
SEGMENTAL BLOCK RETAINING
WALL. REF. SEPARATE DETAIL.
PRODUCT: DIAMOND PRO
STONE CUT VIRTUAL JOINT BY
ANCHORWALL. COLOR: TBD
SUBMIT FOR APPROVAL.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
4' MIN.
(TYP.)
STEP GUARDRAIL
WHERE WALL STEPS
HEIGHT
VARIES.
REF. PLANS
EQ.
EQ.
2X2 TUBE STEEL
MIDDLE RAIL
POWDER-COATED
COLOR: TBD
2X2 TUBE STEEL POST
EQ. @ 8' O.C. MAX
POWDER-COATED
COLOR: TBD (TYP.)
3/8" GALVANIZED
CABLE RAILING. SUBMIT SHOP DRAWINGS
OF MATERIAL AND ANCHORING DETAIL
TO POSTS FOR APPROVAL 4" MAX
2X2 TUBE STEEL
TOP RAIL POWDER-COATED
COLOR: TBD
SECTION
SEGMENTAL BLOCK RETAINING
WALL. REF. SEPARATE DETAIL.
PRODUCT: DIAMOND PRO
STONE CUT VIRTUAL JOINT BY
ANCHORWALL. COLOR: TBD
SUBMIT FOR APPROVAL.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2" X 2" TUBE STEEL POST
EQ. @ 8' O.C. MAX (TYP.)
POWDER-COATED
COLOR: TBD
2" X 2" TUBE
STEEL TOP RAIL
POWDER-COATED
COLOR: TBD
2" X 2" TUBE
STEEL MIDDLE RAIL (BEYOND).
POWDER-COATED
COLOR: TBD
4' MIN.
EQ.
EQ.
CONC. FOOTING
FOR STEEL GUARDRAIL
POSTS. REF. STRUCTURAL
LANDSCAPE
VARIES.
REF.
LANDSCAPE
PLANS
WALL DESIGN BY
STRUCTURAL
ENGINEER. REF.
STRUCTURAL
DRAWINGS FOR
WALL DESIGN.
CONCRETE RETAINING WALL,
SMOOTH FINISH ALL EXPOSED
SIDES, 1/2" CHAMFER BOTH SIDES
8"
HEIGHT
VARIES (REF.
GRADING
PLAN)
contents.
design.
date.
project.
5432
B
C
D
1
A
issue for review:
issue for pricing:
revisions:
issue for construction:
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR
REVIEWING ALL CONTRACT DOCUMENTS
(INCLUDING SHEETS, DRAWINGS, GENERAL
NOTES, SPECIFICATIONS, ETC.) AS PROVIDED BY
THE ARCHITECT OR ANY OTHER CONSULTANT.
REFER TO SHEETS G0.00 - G0.03 FOR ALL
GENERAL NOTES RELATIVE TO THE SCOPE OF
WORK AND TYPES OF DRAWINGS, ELEMENTS,
AND INSTRUCTIONS FOUND ON THIS SHEET.CHRIST COMMUNITY CHURCHTRACT 17, CHENAL VALLEYLITTLE ROCK, AR 72223C3
2023.12.22
PERMIT SET
L I T T L E R O C K | R O G E R S | W Y N N E
w w w .e c o l o g i c a l d g .c o m
p h o n e : 5 0 1 3 7 8 0 2 0 0
E :G
Ecologi ca l :ei i gn G h o k p " I n c
2023.12.22
2023.12.22
2024.04.30
C5.03
SITE DETAILS
SEGMENTAL BLOCK RETAINING WALL
(FOR REFERENCE AND COORDINATION ONLY)1 SCALE: N.T.S.
GUARDRAIL AT SEGEMENTAL BLOCK RETAINING WALLS2 SCALE: N.T.S.
TYPICAL SEGMENTAL BLOCK RETAINING SECTION BY ANCHORWALL
(FOR REFERENCE AND COORDINATION ONLY)3 SCALE: N.T.S.
2 ADD 22024.02.16
CONCRETE RETAINING WALL ABOVE 30"4 SCALE: N.T.S.
3
3 ADD 32024.04.30
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
FOUND
1/2" REBAR
FOUND
1/2" REBAR
SET 5/8" REBAR
10' OFFSET
FOUND
FAINT CHISELED X
ON ROCK
FOUND
1/2" REBAR BENT
FOUND
2'X2' STONE
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBARFOUND
1/2" REBAR
N 76°3
8
'
3
7
"
W
4.69'(
M
)
N 6
7
°
5
2
'
5
8
"
W
19.
9
3
'
(
M
)N 21°43'32" E 663.70'(M)S 6
8
°
1
4
'
0
8
"
E
1
7
2
.
9
6
'
(
M
)
N 70°5
7'
4
2
"
E
5
1
4
.
5
6'
(
M
)
S 6
8
°
1
6
'
4
9
"
E
5
9
5
.
0
0
'
(
M
)S 21°41'42" W 414.79'(M)S 85°57'00" W 264.77'(M)
S 60°
5
5'
0
5"
W
3
2
7.
3
0'(
M)S 03°58'39" E114.71'(M)S 85°52'20" W
58.19'(M)
S 76°14'3
1
"
W
130.49'(M
)
RADIUS: 909.93'(M&R)
ARC: 433.23'(M)
BEARING: S89°50'29"W(M)
S89°51'05"W(R)
CHORD: 429.15'(M) 429.19'(R)
DELTA: 27°16'46"(M)
RADIUS: 999.93'(M&R)
ARC: 169.76'(M)
BEARING: S81°06'52"W(M)
S81°04'35"W(R)
CHORD: 169.55'(M) 169.67'(R)
DELTA: 09°43'37"(M)
RADIUS: 82.50'(M&R)
ARC: 25.23'(M)
BEARING: N88°27'37"W
N88°44'28"W(R)
CHORD: 25.13'(M) 25.17'(R)
DELTA: 17°31'12"(M)
CHENAL
V
A
L
L
E
Y
D
R
I
V
E
OBSERV
E
D
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
NO DOCU
M
E
N
T
A
T
I
O
N
44' WIDT
H
A
S
P
H
A
L
T
P
A
V
E
M
E
N
TCHENAL PARKWAYVARIABLE WIDTH PUBLIC RIGHT-OF-WAYNO DOCUMENTATIONVARIABLE WIDTH ASPHALT PAVEMENTLIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
N 6
8
°
2
4
'
0
4
"
W
20.0
0
'
(
R
)N 21°44'36" E 663.81'(R)S 6
8
°
1
5
'
2
4
"
E
1
7
2
.
8
7
'
(
R
)
N 70°5
9'
0
0
"
E
5
1
4
.
4
7'
(
R
)
S 6
8
°
1
7
'
5
7
"
E
5
9
4
.
8
3
'
(
R
)S 21°42'03" W 414.82'(R)S 85°56'35" W 264.80'(R)
S 60°
5
6'
0
9"
W
3
2
7.
2
9'(
R)S 04°03'25" E114.69'(R)S 85°56'35" W
58.15'(R)
S 76°12'3
1
"
W
130.41'(R
)
N 76°3
0
'
2
7
"
W
4.69'(
R
)
RADIUS: 2744.79'(M&R)
ARC: 244.31'(M)
BEARING: N19°01'55"E(M)
N19°02'53"E(R)
CHORD: 244.23'(M) 244.31'(R)
DELTA: 05°06'00"(M)BASIS OF BEARINGSTBM#:1
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166114.90'
EASTING: 1170615.79'
ELEVATION: 621.12'
TBM#:3
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166595.68'
EASTING: 1171158.25'
ELEVATION: 645.51'
TBM#:4
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166741.81'
EASTING: 1171221.50'
ELEVATION: 650.11'
P.O.B.
INTERSECTION OF
THE E R/W OF CHENAL
PARKWAY & THE N
R/W OF CHENAL
VALLEY DR
FOUND 1/2" REBAR
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
TO: CHICAGO TITLE INSURANCE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A, 6B, 7A, 8, 9, 11(A),
11(B), 13, 17, 18 & 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON
07/10/2023.
DATE OF PLAT OR MAP: 08/09/2023
WILLIAM G. GAGNER
LICENSED PROFESSIONAL SURVEYOR NO. 1659
STATE OF ARKANSAS
ARKANSAS C.O.A. 1534
NOT TO SCALE
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X " OF THE FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL NO. 05119C0311H WHICH BEARS AN EFFECTIVE DATE OF
06/07/2019 & 05119C0312G, WHICH BEARS AN EFFECTIVE DATE OF 7/6/2015, AND IS NOT IN A
SPECIAL FLOOD HAZARD AREA.
ZONE "X" - AREA OF MINIMAL FLOOD HAZARD, USUALLY DEPICTED ON FIRMS AS ABOVE THE
500-YEAR FLOOD LEVEL. ZONE "X" IS THE AREA DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOOD AND PROTECTED BY LEVEE FROM 100-YEAR FLOOD.
SURVEYOR'S CERTIFICATE
VICINITY MAPALTA/NSPS LAND TITLE SURVEY
AT THE TIME OF ALTA SURVEY THERE
WERE NO DESIGNATED STRIPED PARKING OBSERVED.
SURVEYOR JOB NUMBER:
23-4239
SITE
PARKING INFORMATION
FLOOD ZONE INFORMATION
BASIS OF BEARING
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
1 OF 6
MINERAL DEED EXECUTED NOVEMBER 7,1988, BY DELTIC FARM AND TIMBER CO.,
INC., AN ARKANSAS CORPORATION, TO DELTIC TIMBER PURCHASERS, INC., AN
ARKANSAS CORPORATION, FILED FOR RECORD NOVEMBER 15, 1988, AND
RECORDED AS INSTRUMENT NO. 88-61004, AND MINERAL QUITCLAIM DEED TO
DELTIC MANUFACTURING L.L.C., FILED FOR RECORD FEBRUARY 16, 2018 OF
RECORD AS INSTRUMENT NO. 2018009551, RECORDS OF PULASKI COUNTY,
ARKANSAS.
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS)
TWENTY-EIGHTH SUPPLEMENTAL TO DECLARATION OF COVENANTS AND
RESTRICTIONS OF CHENAL BY POTLATCHDELTIC REAL ESTATE, LLC, SUCCESSOR
BY NAME CHANGE OF DELTIC REAL ESTATE, LLC, SUCCESSOR TO DELTIC TIMBER
CORPORATION, FILED FOR RECORD SEPTEMBER 14, 2022 OF RECORD AS
INSTRUMENT NO. 2022063507, WHICH INCORPORATES THAT CERTAIN DECLARATION
OF COVENANTS AND RESTRICTIONS, FILED FOR RECORD NOVEMBER 22, 1989, AND
RECORDED AS INSTRUMENT NO. 89-61706, AND ANY AMENDMENTS AND
SUPPLEMENTS THERETO, RECORDS OF PULASKI COUNTY, ARKANSAS.
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS)
FORTY-SIXTH SUPPLEMENTAL BILL OF ASSURANCE OF CHENAL VALLEY
COMMERCIAL NEIGHBORHOOD, BY POTLATCHDELTIC REAL ESTATE, LLC, FILED FOR
RECORD SEPTEMBER 14, 2022 OF RECORD AS INSTRUMENT NO. 2022063508, WHICH
INCORPORATES THOSE CERTAIN COVENANTS, CONDITIONS, RESERVATION AND
RESTRICTIONS CONTAINED IN BILL OF ASSURANCE RECORDED AS INSTRUMENT NO.
96-68199, RECORDS OF PULASKI COUNTY, ARKANSAS.
(UNABLE TO PLOT, "EASEMENT PLAT" REFERENCED THEREIN NOT PROVIDED)
LITTLE ROCK MUNICIPAL WATER WORKS BOARD OF COMMISSIONERS RESOLUTION
NO. 99-1, FILED FOR RECORD JANUARY 19,1999 OF RECORD AS INSTRUMENT NO. 99
005015, RECORDS OF PULASKI COUNTY, ARKANSAS.
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS)
INTENTIONALLY OMITTED
SPECIAL WARRANTY DEED WITH RESTRICTIONS AND RESERVATION OF MINERAL
INTEREST, POTLATCHDELTIC REAL ESTATE, LLC, SUCCESSOR BY NAME CHANGE OF
DELTIC REAL ESTATE, LLC, SUCCESSOR TO DELTIC TIMBER CORPORATION, TO
CHRIST COMMUNITY CHURCH OF LITTLE ROCK, AN ARKANSAS NON-PROFIT
CORPORATION, FILED FOR RECORD SEPTEMBER 14, 2022, OF RECORD AS
INSTRUMENT NO. 2022063509, RECORDS OF PULASKI COUNTY, ARKANSAS.
(AFFECTS, CONTAINS NO PLOTTABLE EASEMENT ITEMS)
ALL MATTERS REFLECTED ON SURVEY PREPARED BY MARION SCOTT FOSTER,
REGISTERED PROFESSIONAL LAND SURVEYOR, DATED AUGUST 29, 2022,
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: APPROXIMATE LOCATION OF
EXISTING 12" DIP WATER MAIN, ALONG THE SOUTH SIDE OF SUBJECT LANDS.
(UNABLE TO PLOT, SURVEY REFERENCED ABOVE NOT PROVIDED)
NOTES CORRESPONDING TO SCHEDULE B
SCHEDULE A DESCRIPTION
THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS
DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY, TITLE COMMITMENT FILE NO.: 20221050,
WITH A COMMITMENT DATE OF SEPTEMBER 14, 2022, AT 03:39 P.M.
TITLE COMMITMENT INFORMATION
W E
N
S
W E
N
S
CHENAL VALLEY TRACT 17 (UNRECORDED)
A TRACT OF LAND LOCATED IN PART OF THE S1/2 S1/2, SECTION 23, T-2-N, R-14-W, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT A POINT ON THE EAST RIGHT-OF-WAY OF CHENAL PARKWAY AND ON THE
NORTH RIGHT-OF-WAY OF CHENAL VALLEY DRIVE; THENCE ALONG SAID EAST RIGHT-OF-WAY
THE ARC OF A 2744.79 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND
DISTANCE OF NORTH 19 DEGREES 02 MINUTES 53 SECONDS EAST, 244.31 FEET; THENCE
CONTINUING ALONG SAID RIGHT-OF-WAY THE FOLLOWING COURSES; (1) NORTH 68 DEGREES
24 MINUTES 04 SECONDS WEST, 20.00 FEET; (2) NORTH 21 DEGREES 44 MINUTES 36 SECONDS
EAST, 663.81 FEET; THENCE LEAVING SAID RIGHT-OF-WAY THE FOLLOWING COURSES; (1)
SOUTH 68 DEGREES 15 MINUTES 24 SECONDS EAST, 172.87 FEET;(2) NORTH 70 DEGREES 59
MINUTES 00 SECONDS EAST, 514.47 FEET; (3) SOUTH 68 DEGREES 17 MINUTES 57 SECONDS
EAST, 594.83 FEET; (4) SOUTH 21 DEGREES 42 MINUTES 03 SECONDS WEST, 414.82 FEET; (5)
SOUTH 85 DEGREES 56 MINUTES 35 SECONDS WEST 264.80 FEET; (6) SOUTH 60 DEGREES 56
MINUTES 09 SECONDS WEST, 327.29 FEET; (7) SOUTH 04 DEGREES 03 MINUTES 25 SECONDS
EAST, 114.69 FEET TO A POINT ON THE NORTHERN RIGHT-OF-WAY OF CHENAL VALLEY DRIVE;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY, THE FOLLOWING COURSES; (1) THE ARC
OF A 82.50 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF
NORTH 88 DEGREES 44 MINUTES 28 SECONDS WEST, 25.17 FEET; (2) SOUTH 85 DEGREES 56
MINUTES 35 SECONDS WEST, 58.15 FEET; (3) THE ARC OF A 999.93 FOOT RADIUS CURVE TO
THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF SOUTH 81 DEGREES 04 MINUTES 35
SECONDS WEST, 169.67 FEET; (4) SOUTH 76 DEGREES 12 MINUTES 31 SECONDS WEST, 130.41
FEET; (5) THE ARC OF A 909.93 FOOT RADIUS CURVE TO THE RIGHT, HAYING A
CHORD-BEARING AND DISTANCE OF SOUTH 89 DEGREES 51 MINUTES 05 SECONDS WEST,
429.19 FEET; (6) NORTH 76 DEGREES 30 MINUTES 27 SECONDS WEST, 4.69 FEET TO THE POINT
OF BEGINNING.
BECAUSE THERE MAY BE A
NEED FOR INTERPRETATION
OF THE APPLICABLE ZONING
CODES, WE REFER YOU TO
PULASKI COUNTY FOR
ZONING LAWS AND
APPLICABLE CODES.
PERMITTED USE
MIN. LOT AREA
MIN. LOT WIDTH
REQUIRED OBSERVEDITEM NOTES:
VACANT LAND
MAX. BLDG COVERAGE
MIN. SETBACKS FRONT
MAX. BUILDING HEIGHT
PARKING REGULAR
PARKING HANDICAP
PARKING TOTAL
MIN. SETBACKS SIDE
MIN. SETBACKS REAR
912,244± SQ.FT
907.8'±
N/A
N/A
N/A
N/A
N/A
0
0
0
PROPERTY IS CURRENTLY ZONED:
AWAITING ZONING REPORT
1.SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR CLARITY.
2.DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF
UNLESS OTHERWISE NOTED. MONUMENTS WERE FOUND AT POINTS WHERE INDICATED.
3.IN REGARD TO ALTA/NSPS TABLE A ITEM 16, THERE WAS NO OBSERVABLE EVIDENCE OF
RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR ADDITIONS EXCEPT AS
SHOWN HEREON.
4.IN REGARD TO ALTA/NSPS TABLE A ITEM 17, THERE WERE NO KNOWN PROPOSED
CHANGES IN RIGHT OF WAY LINES, RECENT STREET OR SIDEWALK CONSTRUCTION OR
REPAIRS EXCEPT AS SHOWN HEREON.
5.AT THE TIME OF THE ALTA/NSPS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF
SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL.
6.AT THE TIME OF THE ALTA/NSPS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF
SITE USE AS A CEMETERY, ISOLATED GRAVE SITE OR BURIAL GROUNDS.
7.COMPLETED FIELD WORK WAS JULY 10TH, 2023.
8.THE DISTANCES SHOWN HEREON ARE UNITS OF GROUND MEASUREMENTS.
9.THE NEAREST INTERSECTING STREET IS THE INTERSECTION OF CHENAL VALLEY DRIVE
AND CHENAL PARKWAY, WHICH IS LOCATED AT THE SOUTHWEST CORNER OF THE
SUBJECT PROPERTY.
10.THERE WAS NO OBSERVABLE DIRECT PHYSICAL ACCESS OR CURB CUTS OBSERVED AT
THE TIME OF THE ALTA SURVEY.
11.EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT
PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE
SUBJECT PROPERTY: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE
VISIBLE AT THE TIME OF SURVEY; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS
OR OTHER LAND USE REGULATIONS; AND ANY OTHER FACTS WHICH AN ACCURATE TITLE
SEARCH MAY DISCLOSE.
12.NO SURVEYOR OR ANY OTHER PERSON OTHER THAN A LICENSED ARKANSAS ATTORNEY
MAY PROVIDE LEGAL ADVICE CONCERNING THE STATUS OF TITLE TO THE PROPERTY
DESCRIBED IN THIS SURVEY ("THE SUBJECT PROPERTY"). THE PURPOSE OF THIS SURVEY,
AND THE COMMENTS RELATED TO THE SCHEDULE B-II EXCEPTIONS, IS ONLY TO SHOW
THE LOCATION OF BOUNDARIES AND PHYSICAL OBJECTIONS IN RELATION THERETO. TO
THE EXTENT THAT THE SURVEY INDICATES THAT THE LEGAL INSTRUMENT "AFFECTS" THE
SUBJECT PROPERTY, SUCH STATEMENT IS ONLY INTENDED TO INDICATE THAT PROPERTY
BOUNDARIES INCLUDED IN SUCH INSTRUMENT INCLUDE SOME OR ALL OF THE SUBJECT
PROPERTY. THE SURVEYOR DOES NOT PURPORT TO DESCRIBE HOW SUCH INSTRUMENT
AFFECTS THE SUBJECT PROPERTY OR THE ENFORCEABILITY OR LEGAL CONSEQUENCES
OF SUCH INSTRUMENT.
13.NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE TAKEN FROM PULASKI
COUNTY GIS.
14.THE SUBJECT PROPERTY SHOWN HEREON FORMS A MATHEMATICALLY CLOSED FIGURE
AND IS CONTIGUOUS WITH THE ADJOINING PUBLIC RIGHT-OF-WAY AND/OR ADJOINING
PARCELS WITH NO GAPS OR OVERLAPS.
15.IN REGARD TO ALTA/NSPS TABLE A ITEM 18, ANY PLOTTABLE OFFSITE (I.E., APPURTENANT)
EASEMENTS DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR
HAVE BEEN SHOWN AND/OR NOTED HEREON.
16.A PRIVATE UTILITY LOCATE WAS CONDUCTED BY BLEW & ASSOCIATES ON JULY 10, 2023.
17.ELEVATIONS ESTABLISHED WITH GPS STATIC OBSERVATIONS UTILIZING ONLINE
POSITIONING USER SERVICE (OPUS) FOR POST PROCESSING, VERTICAL DATUM BASED
UPON NORTH AMERICAN VERTICAL DATUM (NAVD88) IN US SURVEY FEET. CONTOURS
SHOWN ARE 1 FOOT INTERVALS.
18.STATE RECORDING NUMBER: 500-02N-14W-0-23-203-30-1659.
NONE OBSERVED AT THE TIME OF THE ALTA/NSPS SURVEY.
THE UTILITIES SHOWN ON THIS DRAWING HEREON HAVE BEEN LOCATED BY FIELD
MEASUREMENTS, UTILITY MAP DRAWINGS, PRIVATE UTILITY LOCATE CONDUCTED BY BLEW &
ASSOCIATES AND ONE-CALL UTILITY LOCATE REQUEST. BLEW & ASSOCIATES MAKES NO
WARRANTY TO THE EXACT LOCATION OF ANY UNDERGROUND UTILITIES SHOWN OR NOT
SHOWN ON THIS DRAWING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ANY
AND ALL UTILITIES PRIOR TO CONSTRUCTION. CALL ARKANSAS ONE-CALL AT 800-482-8998 OR
811 FOR FIELD LOCATIONS (REQUEST FOR GROUND MARKINGS) OF UNDERGROUND UTILITY
LINES BEFORE DIGGING.
DIG TICKET NUMBER: 230623-0882
COMPANY: CONTACT:
AT&T ARKANSAS 314-208-9076
COMCAST 901-623-7626
LITTLE ROCK WATER RECLAMATION 501-376-2903
CENTRAL ARKANSAS WATER 501-372-5161
MCI 501-707-2600
ENTERGY 501-377-4434
WINDSTREAM TELECOMMUNICATION 800-289-1901
SUMMIT UTILITIES ARKANSAS 800-992-7552
3
THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON THE WEST LINE OF THE
SUBJECT PROPERTY ALSO BEING THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY.
THE BEARING IS DENOTED AS N21°43'32"E PER GPS COORDINATE OBSERVATIONS
ARKANSAS STATE PLANE, NORTH ZONE NAD83.
LATITUDE = 34°47'19.5968"
LONGITUDE = -92°28'19.0406"
CONVERGENCE ANGLE = -00°16'28.67"
SIGNIFICANT OBSERVATIONS
UTILITY INFORMATION
ZONING INFORMATION
GENERAL NOTESN/F: CHRIST COMMUNITY CHURCH OF LITTLE ROCK
CHENAL VALLEY DRIVE
LITTLE ROCK, ARKANSAS 72223
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
SITE INFORMATION
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 100'
50'100'200'
BYREVISION HISTORYDATE
K.J.D.PROVIDED DOCUMENTS08/11/2023
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COMGERMAY C
T
T
A
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A
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S
D
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LAMARCHE DR
BELLEGARDE DR
COURTS LN
VIGNE
BLVD
CHENAL CLUB BLVD
COURTS
D
RSPRING VALLEY LNM
A
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L
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CHENAL VALLEY DR
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O
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TWO
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CERTIFICA T E OF AUT
H
O
RI
ZATION BLEW &
ASSOCIATES, PA
BLEW &
ASSOCIATES, PA
BLEW &
ASSOCIATES, PA
No. 1534
A
RK A N S A S
PRELIMINAR
Y
SEE SHEETS 2-6 OF 6 FOR SURVEY DEPICTION
THE PROPERTY DESCRIBED ABOVE IS THE SAME PROPERTY AS DESCRIBED IN CHICAGO
TITLE INSURANCE COMPANY, TITLE COMMITMENT FILE NO.: 20221050, WITH A COMMITMENT
DATE OF SEPTEMBER 14, 2022, AT 03:39 P.M.
BOUNDARY DETAIL
4
5
7
8
9
12
K.J.D.CLIENT COMMENTS08/28/2023
TAG TRUNK TREE TYPE
T1 18"PINE
T2 20"PINE
T3 *32"*DOUBLE PINE
T4 20"PINE
T5 18"OAK
T6 22"PINE
T7 18"PINE
T8 24"PINE
T9 18"PINE
T10 19"PINE
T11 21"PINE
T12 20"PINE
T13 22"OAK
T14 20"PINE
T15 24"PINE
T16 28"BLACK OAK
T17 30"PINE
T18 24"PINE
T19 24"PINE
T20 22"PINE
T21 24"PINE
T22 28"PINE
T23 30"PINE
T24 24"PINE
T25 24"OAK
T26 18"OAK
T27 28"PINE
T28 18"PINE
T29 26"PINE
T30 30"PINE
T31 30"PINE
T32 25"OAK
T34 24"PINE
T35 26"PINE
T36 28"PINE
T37 24"PINE
T38 24"PINE
T39 24"PINE
T40 34"OAK
T41 36"PINE
T42 30"OAK
T43 30"PINE
T44 30"PINE
T45 30"PINE
T46 28"PINE
T47 24"PINE
T48 26"PINE
T49 18"PINE
T50 18"PINE
T51 30"PINE
T52 20"PINE
T53 26"PINE
T54 20"PINE
T55 24"OAK
T56 30"OAK
T57 18"PINE
T58 26"PINE
T59 30"OAK
T60 20"PINE
T61 22"PINE
T62 28"PINE
T63 28"PINE
T64 28"OAK
T65 28"PINE
T66 20"PINE
T67 30"PINE
T68 26"OAK
T69 30"PINE
T70 26"PINE
T71 30"PINE
T72 *36"*DOUBLE PINE
T73 20"PINE
T74 26"PINE
T75 30"PINE
T76 32"PINE
T77 18"PINE
T78 26"PINE
T79 28"PINE
T80 28"PINE
T81 26"OAK
T82 20"PINE
T83 20"PINE
T84 18"PINE
T85 24"OAK
T86 26"OAK
T87 26"PINE
T88 18"PINE
T89 24"PINE
T90 20"PINE
T91 30"PINE
T92 26"PINE
T93 24"OAK
T94 24"PINE
T95 24"PINE
T96 22"PINE
T97 26"PINE
T98 *28"*DOUBLE PINE
T99 26"PINE
T100 28"PINE
T101 20"PINE
T102 26"PINE
T103 18"PINE
T104 24"PINE
T105 22"PINE
T106 20"PINE
T107 22"PINE
T108 28"PINE
T109 20"PINE
T110 24"PINE
T111 28"PINE
T112 24"PINE
T113 26"PINE
T114 24"PINE
T115 20"PINE
T116 24"PINE
T117 18"PINE
T118 36"PINE
T119 24"PINE
T120 20"PINE
T121 30"PINE
T122 30"PINE
T123 20"PINE
T124 24"PINE
T125 28"PINE
T126 30"PINE
T127 25"PINE
T128 28"PINE
T129 26"PINE
T130 20"PINE
T131 26"PINE
T132 22"PINE
T133 26"PINE
T134 26"PINE
T135 22"PINE
T136 22"PINE
T137 24"PINE
T138 22"PINE
T139 22"PINE
T140 26"PINE
T141 22"OAK
T142 26"PINE
T143 24"PINE
T144 20"PINE
T145 18"PINE
T146 24"PINE
T147 20"PINE
T148 24"PINE
T149 30"PINE
T150 26"PINE
T151 20"PINE
T152 21"PINE
T153 19"PINE
T154 19"PINE
T155 18"PINE
T156 20"PINE
T157 18"PINE
T158 19"PINE
T159 19"PINE
T160 20"POST OAK
T161 17"PINE
TAG TRUNK TREE TYPE
TREE TABLE
T162 24"OAK
* = COMBINED DIAMETER OF BOTH
STEMS AT CHEST HEIGHT
SDSDSDSDSDSDSDSD SD
SD
SD
SD
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èSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSD
FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP
FOP FOP
FOP
FOP
FOP
FOP
FOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPD
D
D
D
D
D
D
D
D
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FO
FO
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MATCH-LINE SHEET 4
MATCH-LINE SHEET 2
MATCH-LINE SHEET 3MATCH-LINE SHEET 2FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
DMH NO.:1
DMH NO.:2
DMH NO.:3
DMH NO.:4
DMH NO.:5
DMH NO.:6
DMH NO.:7
DMH NO.:8
UGE
UGE
UGE
UGE UGE UGE UGE UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
WL
WL
WL WL WL WL WL WL WL WL WL
WL
WL
WL
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
WL
WL
WL
WL
WL
WL
WL
WL
UGE UGEUGEUGEUGESDSDSDSDSDSDSDRAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
TBM#:1
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166114.90'
EASTING: 1170615.79'
ELEVATION: 621.12'
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL G
R
O
U
N
D
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
T107
T106T105T104
T103
T102T101T99
T91
T90
T89
T88
T87
T86
T85
T84
T83
T82
T81
T80
T79
T78
T77
T76
T75
T74
T73
T72
T71
T70T69
T68
T67
T66
T59 T58
T46
T45
T44
T43
T42
T41
T40
T39
T38
T37
T36
T35
T34
T32
T31
T30
T29
T28
T27
T26
T25
T24
T23
T19
T18T17T16
T15
T14
T13
T12
T11
T10
T9
T8T7
T6
T5
T4
T3
T2
T1
T92
CONC.
CONC.
CONC.
CONC.
RAMP
CONC.
CONC.
CONC.
RAMP
BRICK
PAVERS èèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèCONC.CONC.CHENAL VALLEY DRIV
E
OBSERVED PRIVATE R
I
G
H
T
-
O
F
-
W
A
Y
NO DOCUMENTATION
44' WIDTH ASPHALT PA
V
E
M
E
N
TCHENAL PARKWAYVARIABLE WIDTH PUBLIC RIGHT-OF-WAYNO DOCUMENTATIONVARIABLE WIDTH ASPHALT PAVEMENTS
S 135.3'±SMH NO.:1
RIM ELEVATION: 628.70'
INVERT SE (6" PVC): 621.7'
INVERT S (6" PVC): 621.6'
SMH NO.:2
RIM ELEVATION: 627.01'
INVERT N (6" PVC): 621.0'
INVERT S (8" PVC): 620.9'SSSSSSSSSSSSS07°08'59"W311.3'±SD
SD
SD
BOC:608.0'BOC:607.5'
BOC:6
0
6
.
6'
BOC:606.8'
BOC:619.8'
BOC:620.9'BOC:619.5'
BOC:615.2'
BOC:612.8'
BOC:611.4'
BOC:609.8'
BOC:608.4'FL:607.6'FL:619.3'
FL:620.4'FL:619.1'
FL:614.7'
FL:612.4'
FL:610.9'
FL:609.3'
FL:608.0'FL:607.2'
FL:60
5.
7'
FL:606.2'
BOC:615
.
1
'
BOC:616
.
5
'
BOC:618
.
3
'
BOC:618
.
9
'
FL:614.6
'
FL:616.1
'
FL:617.8
'
FL:618.3
'
BOC:613
.
6
'
BOC:617.2'
BOC:620.2'
BOC:620.7'BOC:619.9'
BOC:618.1'
BOC:61
4
.
6
'
BOC:61
0
.
7
'
FL:613.1
'
FL:616.7'
FL:619.8'
FL:620.3'FL:619.5'
FL:617.7'
FL:614.
1
'
FL:610.
2
'
CR:605
.
9
'
CR:607.8
'
CR:610.0'
CR:615.1'
CR:619.4'CR:621.0'
CR:620.4'
CR:617.9'
CR:615.5
'
EC:616.2
'
EC:616.2
'
EC:618.2'
EC:618.2'
EC:620.0'
EC:620.0'
EC:621.1'
EC:621.0'EC:619.7'
EC:619.7'
EC:615.5'
EC:615.4'
EC:612.9'
EC:613.0'
EC:611.4'
EC:611.5'
EC:610.0'
EC:610.0'
EC:608.
4
'
EC:608.
3
'
EC:607.
1
'
EC:607.
1
'
EC:607.0'
NG:616.3
'
NG:618.4'
NG:619.8
'
NG:621.4'
NG:622.3'NG:621.4'
NG:616.8'
NG:613.7'
NG:612.1'
NG:610.7'
NG:60
9
.
6
'
NG:607.3'
NG:607.0'NG:608.7'NG:618.6'
NG:618.9'NG:619.8'
NG:620.1'
NG:621.1'
NG:620.9'NG:619.6'
NG:619.7'
NG:615.3'
NG:615.2'
NG:612.9'
NG:612.7'
NG:611.3'
NG:611.3'
NG:609.8'
NG:610.0'
NG:608.3'
NG:608.5'NG:607.6'
TC:619.0'
TC:620.0'
TC:621.1'TC:619.7'
TC:615.5'
TC:613.0'
TC:611.4'
TC:610.0'
TC:608
.
4
'
EC:613.6
'EC:613.8'
EC:617.3'
EC:617.6'
EC:620.2'
EC:620.5'
EC:620.6'
EC:620.9'EC:620.2'
EC:620.2'EC:618.
2
'
EC:618.
6
'
EC:614.
6
'
EC:614.
7
'
EC:610.9
'
EC:610.8
'
EC:607.9'
EC:607.9'
NG:615.1
'
NG:615.3
'
NG:613.6
'
NG:613.7
'
NG:617.2'
NG:617.3'
NG:620.3'
NG:620.4'
NG:620.9'
NG:620.7'NG:620.0'
NG:620.2'NG:618
.
0
'
NG:618
.
2
'
NG:614.6
'
NG:614.7
'
NG:610.
7
'
NG:610.
7
'
NG:608.
7
'
NG:608.
0
'
NG:607.4
'
EC:605.8'EC:605.
9
'
EC:
6
0
5
.
8
'
BOC:
6
0
5.
5'BOC:604.4'BOC:603.7'BOC:600.8'BOC:600.0'BOC:599.1'BOC:597.1'BOC:595.9'BOC:593.8'BOC:585.5'FL:60
5.
3'FL:603.9'FL:603.2'FL:600.4'FL:599.6'FL:598.8'FL:596.7'FL:595.3'FL:593.3'FL:585.2'BOC:583.5'BOC:586.3'BOC:587.3'BOC:588.1'BOC:590.9'BOC:594.0'BOC:595.0'BOC:596.5'BOC:599.1'BOC:602.8'BOC:603.5'FL:583.0'FL:585.8'FL:586.9'FL:587.7'FL:590.6'FL:593.7'FL:594.5'FL:596.2'FL:598.8'FL:602.4'FL:603.0'BOC:584.0'BOC:588.4'BOC:591.3'BOC:596.9'BOC:603.2'BOC:604.3'FL:583.7'FL:588.1'FL:591.0'FL:596.6'FL:603.0'FL:604.0'NG:583.7'NG:588.3'NG:588.4'NG:591.2'NG:594.6'NG:597.1'NG:599.5'NG:603.6'NG:604.1'BOC:
6
0
4
.
0
'BOC:603
.5
'BOC:601.4'BOC:600.2'BOC:596.1'BOC:591.2'BOC:588.0'BOC:583.3'BOC:582.6'BOC:577.5'F
L
:
6
0
3
.
6
'FL:602
.8
'FL:601.0'FL:599.8'FL:595.6'FL:590.9'FL:587.6'FL:582.9'FL:582.0'FL:577.1'EC:579.6'EC:579.4'EC:589.1'EC:589.0'EC:593.1'EC:593.2'EC:596.6'EC:597.0'EC:602.5'EC:602.9'EC:604.8'EC:605.2'BB:593.5'BB:597.3'BB:603.2'BB:606.8'TB:579.4'TB:589.8'NG:61
5
.
9
'
NG:622.9'
NG:622.4'
NG:622.2'
NG:
6
1
2
.
7
'
NG:613.7'
NG:613.6'
NG:612.6'
NG:615.8'
NG:618.0'
NG:619.1'
NG:619.2'
NG:619.1'
NG:618.3'
NG:622.4'
NG:6
1
9
.
8
'
NG:6
1
8
.
5
'
NG:6
1
7
.
9
'
NG:619.8'
NG:618.1'
NG:617.1'
NG:615.2'
NG:612.
2
'NG:607.2'NG:605.0'
NG:60
4.
4'
NG:608.3'
NG:611.6'
NG:613.7'
NG:617.4'
NG:
6
1
5
.
9
'
NG:61
5
.
6
'
NG:612.5'
NG:608.6'
NG:607.1'
NG:60
5.
2'NG:600.7'NG:599.0'NG:600.2'NG:580.6'
NG:579.2'
NG:585.
9'NG:591.5'NG:594.
9'
NG:5
9
0.
3'
NG:5
8
7
.
2
'
NG:590.2'
NG:597.4'
NG:604.4'
NG:608.6'
NG:613.4'
NG:612.3'
NG:610.5'
NG:609.0'
NG:60
6.
8'NG:603.1'NG:607.9'NG:607.4'NG:607.3'NG:615.7'NG:613.4'NG:612.5'NG:611.9'
NG:611.7'
NG:611.6'
NG:612.5'
NG:615.
0
'
NG:609.
1
'
NG:603.1'
NG:596.5'
NG:597.6'
NG:588.6'
NG:579.3'
TB:617.6'
TB:620.8'
TB:616.9'
TB:616.8'
TB:616.9'
TB:617.1'
TB:612.7
'
TB:613.1'
TB:608
.
4'
TB:6
0
9
.
1
'
TB:605.
9
'
TB:6
0
5
.
1
'
TB:599.4'
TB:6
0
0.
1'TB:599.4'TB:597.9'TB:600.2'TB:598.3'TB:622.8'
TB:6
2
2
.
6
'
TB:622.4'TB:620.3'
T
B
:
6
1
6
.
8
'
TB:
6
1
2
.
6
'
FL:615.5'
FL:616.3'FL:611.8'FL:607.8'FL:604
.
2'
FL:599.1'FL:597.9'FL:599.0'TB:6
2
0
.
2
'
TB
:
6
1
8
.
4
'TB:616.1'TB:615
.
1'TB:607.2'TB:602.2'TB:595.9'TB:592.7'TB:587.3'TB:57
9
.
7'
TB:6
2
1
.
8
'
TB:623.2'
TB:623.6'
TB:622.9'
TB:621.2'
TB:622.4'
BB:
6
1
1
.
3
'
B
B
:
6
0
8
.
0
'
BB:6
0
6
.
6
'BB:
6
0
4
.
2
'BB:601.0'BB:597.2'BB:591.5'BB:588.3'BB:583.0'BB:5
7
7.
6'
BB:
6
1
5
.
0
'
NG:6
2
2
.
6
'
NG:62
1
.
5
'
NG:6
1
6
.
4
'
N
G
:
6
1
2
.
4
'NG:610.0'NG:607.1'NG:602.1'NG:605.9'NG:605.3'NG:604.5'NG:604.4'N
G
:
6
0
5
.
1
'NG:604.2'NG:604.5'NG:602.0'NG:601.0'NG:600.5'NG:598.8'NG:598.5'NG:596.5'NG:585.8'NG:585.4'FL:578.6'FL:588.0'FL:592.4'FL:595.9'FL:601.8'BOC:
6
0
7.
0'BOC:607.0'BOC:60
6
.
3
'
BOC:6
0
6
.
4
'
BOC:606.9'
BOC:606.6'
FL:6
0
6.
8'
FL:606.8'
FL:606.5'
FL:606.
1
'
FL:606.
2
'FL:606.8'BOC:602.1'
BOC:604.8'
BOC:6
0
4
.
2
'
BOC:603.4'
FL:601.9'
FL:604.7'
FL:603
.
9
'
FL:603.2'
BOC:
6
0
4
.
8
'
BOC:
6
0
4
.
1
'
FL:60
4
.
3
'
FL:60
4
.
1
'EC:603.9'EC:603.6'EC:603.8'BOC:
6
0
6
.
1
'
BOC:
6
0
5.
7'
BOC:60
4.
8'BOC:605.1'BOC:605.7'FL:60
6
.
0
'
FL:6
0
5.
5'
FL:6
0
4.
7'FL:604.8'FL:605.5'NG:6
1
8
.
9
'
TC:610.7'
TC:620.7'
TC:620.5'
TC:617.5'
N/G
N/G
N/GN/G
N/G
NATURAL GROUND
NATURAL GROUNDN/GN/GN/GNATURAL GROUNDNATURAL GROUNDN/GN/GN/GN/G
MATCH-LINE SHEET 4
MATCH-LINE SHEET 2
MATCH-LINE SHEET 3MATCH-LINE SHEET 2N/G
N/G
SD EC:583.6'580'
581'
58
2
'
58
4
'
58
5
'
586
'
58
7
'
58
8
'
58
9
'
5
9
0
'
5
9
1
'
5
9
2
'
5
9
3
'
5
9
4
'
5
9
5
'
5
9
6
'
5
9
7
'
5
9
8
'
5
9
9
'
6
0
0
'
6
0
1
'
6
0
2
'
6
0
3
'
6
0
4
'
605'
6
1
4
'
6
15
'
6
1
6
'
6
1
7
'
61
8
'
61
9
'
62
0
'
620'615'616'617'618'619'614'609'610'611'612'613'607'608'605'
606'
61
4
'
613
'612'611'612'613'614'615'616'617'618'603'604'605'606'607'608'609'610'611'612'613'614'615'602'601'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'577'578'579'580'581'582'583'584'576'
5
7
7
'
5
7
8
'
5
7
9
'
5
8
0
'
5
8
1
'
5
8
2
'
5
8
3
'
5
8
4
'
58
5
'
58
6
'616'617'615'610'605'611'
612'
613'
614'
609'606'607'608'609'605'
606'
607'
608'600'601'602'603'604'598'599'597'595'596'592'593'594'587'
588'
589'
590'
591'
615'
620'
62
3
'
622'
621'620'
619'
618'
617'
616'
61
4
'
61
3
'
6
1
2
'
610'
622'
623
'
621'
617'
61
8
'
61
9
'
620'
613'
61
4
'
615'
616'
620'
621'
622'
609'
610'
611'
612'
613'
614'
615'
616'
617'
618'
619'
601'
602'
603'
604'
605'
606'
607'
608'
582'
583'
584'
585'
586'
587'
588'
589'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
606'
607'608'609'610'611'
612'
612'614'615'616'617'618'619'
57
6
'
575'576'577'578'579'580'581'582'591'592'593'594'595'596'597'598'599'600'601'605'606'607'608'609'GI NO.:12
GI NO.:13SDSDSDSDSD SDSDSDINVERT INFORMATION
DMH NO.:1
RIM ELEVATION: 608.62'
INVERT NE (18" RCP): 604.1'
DMH NO.:2
RIM ELEVATION: 603.82'
INVERT NE (33" RCP): 598.1'
INVERT SE (24" RCP): 598.1
INVERT SW (18" RCP): 598.0'
INVERT NW (18" RCP): 598.0'
DMH NO.:3
RIM ELEVATION: 604.98'
INVERT SE (18" RCP): 598.8'
INVERT SW (18" RCP): NOT MEASURED
INVERT NW (18" RCP): NOT MEASURED
DMH NO.:4
RIM ELEVATION: 603.16'
INVERT E (18" RCP): 598.8'
INVERT S (18" RCP): 598.8'
INVERT NW (24" RCP): 598.6'
DMH NO.:5
RIM ELEVATION: 603.61'
INVERT W (18" RCP): 599.5'
DMH NO.:6
RIM ELEVATION: 606.77'
INVERT N (18" RCP): 602.4'
DMH NO.:7
RIM ELEVATION: 583.86'
INVERT SE (18" RCP): 577.0'
INVERT SW (33" RCP): 577.3'
INVERT NW (36" RCP): 576.9'
DMH NO.:8
RIM ELEVATION: 582.97'
INVERT NW (18" RCP): 578.0'
DMH NO.:9
RIM ELEVATION: 588.80'
INVERT N (15" RCP): 583.8'
INVERT SE (24" RCP): 583.8'
DMH NO.:10
RIM ELEVATION: 588.94'
INVERT S (15" RCP): 584.3'
DMH NO.:11
RIM ELEVATION: 579.16'
INVERT NE (30" RCP): 573.5'
INVERT NW (24" RCP): 574.1'
GI NO.:12
RIM ELEVATION: 604.57'
NOT MEASURED
GI NO.:13
RIM ELEVATION: 608.87'
NOT MEASURED
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
ALTA/NSPS LAND TITLE SURVEY
SURVEYOR JOB NUMBER:
23-4239
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
2 OF 6
W E
N
S
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 30'
15'30'60'
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COM
TAG TRUNK TREE TYPE
T1 18"PINE
T2 20"PINE
T3 *32"*DOUBLE PINE
T4 20"PINE
T5 18"OAK
T6 22"PINE
T7 18"PINE
T8 24"PINE
T9 18"PINE
T10 19"PINE
T11 21"PINE
T12 20"PINE
T13 22"OAK
T14 20"PINE
T15 24"PINE
T16 28"BLACK OAK
T17 30"PINE
T18 24"PINE
T19 24"PINE
T20 22"PINE
T21 24"PINE
T22 28"PINE
T23 30"PINE
T24 24"PINE
T25 24"OAK
T26 18"OAK
T27 28"PINE
T28 18"PINE
T29 26"PINE
T30 30"PINE
T31 30"PINE
T32 25"OAK
T34 24"PINE
T35 26"PINE
T36 28"PINE
T37 24"PINE
T38 24"PINE
T39 24"PINE
T40 34"OAK
T41 36"PINE
T42 30"OAK
T43 30"PINE
T44 30"PINE
T45 30"PINE
T46 28"PINE
T47 24"PINE
T48 26"PINE
T49 18"PINE
T50 18"PINE
T51 30"PINE
T52 20"PINE
T53 26"PINE
T54 20"PINE
T55 24"OAK
T56 30"OAK
T57 18"PINE
T58 26"PINE
T59 30"OAK
T60 20"PINE
T61 22"PINE
T62 28"PINE
T63 28"PINE
T64 28"OAK
T65 28"PINE
T66 20"PINE
T67 30"PINE
T68 26"OAK
T69 30"PINE
T70 26"PINE
T71 30"PINE
T72 *36"*DOUBLE PINE
T73 20"PINE
T74 26"PINE
T75 30"PINE
T76 32"PINE
T77 18"PINE
T78 26"PINE
T79 28"PINE
T80 28"PINE
T81 26"OAK
T82 20"PINE
T83 20"PINE
T84 18"PINE
T85 24"OAK
T86 26"OAK
T87 26"PINE
T88 18"PINE
T89 24"PINE
T90 20"PINE
T91 30"PINE
T92 26"PINE
T93 24"OAK
T94 24"PINE
T95 24"PINE
T96 22"PINE
T97 26"PINE
T98 *28"*DOUBLE PINE
T99 26"PINE
T100 28"PINE
T101 20"PINE
T102 26"PINE
T103 18"PINE
T104 24"PINE
T105 22"PINE
T106 20"PINE
T107 22"PINE
T108 28"PINE
T109 20"PINE
T110 24"PINE
T111 28"PINE
T112 24"PINE
T113 26"PINE
T114 24"PINE
T115 20"PINE
T116 24"PINE
T117 18"PINE
T118 36"PINE
T119 24"PINE
T120 20"PINE
T121 30"PINE
T122 30"PINE
T123 20"PINE
T124 24"PINE
T125 28"PINE
T126 30"PINE
T127 25"PINE
T128 28"PINE
T129 26"PINE
T130 20"PINE
T131 26"PINE
T132 22"PINE
T133 26"PINE
T134 26"PINE
T135 22"PINE
T136 22"PINE
T137 24"PINE
T138 22"PINE
T139 22"PINE
T140 26"PINE
T141 22"OAK
T142 26"PINE
T143 24"PINE
T144 20"PINE
T145 18"PINE
T146 24"PINE
T147 20"PINE
T148 24"PINE
T149 30"PINE
T150 26"PINE
T151 20"PINE
T152 21"PINE
T153 19"PINE
T154 19"PINE
T155 18"PINE
T156 20"PINE
T157 18"PINE
T158 19"PINE
T159 19"PINE
T160 20"POST OAK
T161 17"PINE
TAG TRUNK TREE TYPE
TREE TABLE
T162 24"OAK
* = COMBINED DIAMETER OF BOTH
STEMS AT CHEST HEIGHT
SD
SD
SD
SDUGEWLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
D
D
D
EE
E
MATCH-LINE SHEET 5
MATCH-LINE SHEET 3
MATCH-LINE SHEET 4
MATCH-LINE SHEET 2
MATCH-LINE SHEET 3MATCH-LINE SHEET 2FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBARFOUND
1/2" REBAR
FOUND
1/2" REBAR
DMH NO.:9
DMH NO.:10
DMH NO.:11
UGE
UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGEGAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL WL WL WL WL WL WL WL WL WL WL WL WL WL
WL
WL
WL
WLWLWLTBM#:2
SET 5/8" REBAR
NORTHING: 166227.81'
EASTING: 1171200.01'
ELEVATION: 580.70'
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL GROUND
NATURAL
G
R
O
U
N
D
NAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NATU
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NAT
U
R
A
L
G
R
O
U
N
D
NATURA
L
G
R
O
U
N
D
T150
T149
T148
T147T146
T145
T140
T132
T131
T130
T129
T128
T127
T126
T111
T110
T109
T108
T106T105T102T101 T100
T22
T21
T20
CONC.
CONC.
C
O
N
C
.CONC.
CON
C.CONC.
CONC.
CONC.
CHENAL
V
A
L
L
E
Y
D
R
I
V
E
OBSERV
E
D
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
NO DOC
U
M
E
N
T
A
T
I
O
N
44' WIDT
H
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSD
BOC:579.0'
BOC:580.9'
BOC:583.9'
BOC:585.8'
BOC:586.4'
BOC:587.1'
BOC:588.4'BOC:589.1'
BOC:592.5'
BOC:598.7
'
BOC:606
.
1
'
BOC:615
.
1
'
FL:578.5'
FL:580.4'
FL:583.5'
FL:585.4'
FL:585.9'
FL:586.6'
FL:587.7'FL:588.7'
FL:592.0'
FL:598.2'
FL:605.7
'
FL:614.6
'
BOC:581.9'
BOC:580.8'
BOC:579.7'
BOC:579.3'
BOC:585.5'
BOC:586.8'
BOC:588.6'
BOC:589.5'
BOC:593.7'
BOC:597.9
'
BOC:602
.
5
'
BOC:608
.
9
'
BOC:613
.
6
'
FL:581.4'
FL:580.3'
FL:579.3'
FL:578.4'
FL:585.0'FL:586.3'
FL:588.0'
FL:588.9'
FL:593.3'
FL:597.4'
FL:602.0
'
FL:608.4
'
FL:613.1
'
CR:615.5
'
CR:610.7
'
CR:605.5
'
CR:597.5'
CR:587.7'
TA:583.6'EC:579.3'EC:579.3'EC:581.1'EC:581.1'
E
C
:
5
8
4
.
1
'
E
C
:
5
8
4
.
2
'EC:586
.3
'EC:586
.0
'EC:586
.5
'EC:586
.7
'
EC:5
8
8
.
0
'
EC:589.6'
EC:589.7'
EC:592.7'
EC:592.7'
EC:599.0'
EC:599.0'
EC:606.4
'
EC:606.3
'NG:587
.0
'NG:587
.1
'
NG
:
5
8
8
.
3
'
NG:589.9'
NG:593.2'
NG:599.3'
NG:606.
4
'
TC:58
1
.
1'
TC
:
5
8
4
.
2
'
TC:592.8'
TC:599.0'
TC:606.5
'NG:579.3'NG:582.1'
N
G
:
5
8
4
.
7
'
NG:578.7'NG:579.1'EA:
5
7
9
.
1
'
EA:
5
7
9
.
1
'
EA:578.8'
TA:579.1'
TA:578.9'
EA
:
5
7
9
.
3
'
EA:579.0'
NG:579.6'
NG:579.4'
NG:578.9'
EC:579.3'
EC:579.0'
EC:578.8'
FL:579.2'
FL:578.8'
FL:578.7'TC:579.6'EC:579.3'EC:579.1'EC:579.4'EC:581.6'
EC:581.6'
E
C
:
5
8
0
.
8
'
EC
:
5
8
0
.
9
'EC:579.5'EC:579.9'
EC:585.6'
EC:585.3'
EC:587.0'
EC:587.1'
EC:589.8'
EC:589.7'
EC:593.7'
EC:593.7'
EC:598.0'
EC:597.7'
EC:602.6
'
EC:602.6
'
EC:609.0
'
EC:609.1
'
EC:613.6
'EC:613.8
'NG:579.1'NG:579.4'NG:581.0'
NG:580.7'
N
G
:
5
8
3
.
9
'
N
G
:
5
8
4
.
2
'NG:586
.0
'NG:585
.7
'NG:586
.3
'NG:586
.6
'
N
G
:
5
8
7
.
9
'
N
G
:
5
8
7
.
7
'
NG:589.2'
NG:592.7'
NG:592.5'
NG:598.6'
NG:598.8'
NG:606.0
'
NG:606.2
'
NG:615.1
'
NG:615.3
'EC:579.1'NG:579.1'TC:579.6'N
G
:
5
8
0
.
8
'
N
G
:
5
8
0
.
9
'NG:579.9'NG:579.7'
NG:585.6'
NG:585.8'
NG:586.8'
NG:587.1'
NG:589.7'
NG:589.7'
NG:593.8'
NG:593.8'
NG:597.9'
NG:598.0'
NG:602.6
'
NG:602.5
'
NG:608.9
'
NG:609.0
'
NG:613.6
'
NG:613.7
'
BB:602.7'
BB:598.1'
BB:593.9'
BB:590.2'
BB:587.3'BB:585.6'
BB:582.0'
BB:581.2
'
BB:579.9
'
NG:588.7'NG:58
6
.
3'
NG:
6
1
2
.
7
'
NG:6
0
6.
9'
NG:606.
4
'
NG:607.
0
'
NG:60
6
.
8'
NG:60
7
.
2'
NG:59
6.
4'
NG:59
7
.
8'
NG:609.4'
NG:594
.
6'
NG:5
9
1.
3'
NG:5
9
8.
3'
NG:60
6.
9'
NG:6
0
6.
5'
NG:6
0
4.
4'
NG:6
0
2.
8'
NG:61
5
.
5'
NG:62
0
.
2'
NG:6
0
6.
6'
NG:5
9
4.
0'
NG:
5
9
3.
4'
NG:
5
9
3.
3'
NG:60
5.
7'
NG:6
2
5.
8'
NG:6
0
7.
4'
NG:5
9
1.
2'
NG:5
9
5.
2'
NG:590.8'
NG:611.7'NG:610.3'
NG:609.7'
NG:6
1
2
.
8
'
N
G
:
6
1
5
.
2
'NG:616
.9
'NG:620
.5
'NG:624
.1
'NG:
6
3
1
.
4
'
N
G
:
6
2
6
.
2
'
NG
:
6
2
1
.
1
'
NG:6
1
7
.
3
'
NG:613.5'
NG:608.5'
NG:614.1'
NG:619.1'
NG:6
2
4
.
4
'
NG:
6
3
1
.
7
'
NG
:
6
3
8
.
5
'
NG:61
2
.
2'
NG:619.1
'
NG:625.8'
NG:636.5'
NG:642.4'
NG:
6
1
6.
6'
NG:
61
4.
4'
NG:62
0
.
9'
NG:6
3
0.
7'
NG:6
3
6.
0'
NG:639.7'
NG:641.
9
'NG:643.1'
NG:634.0'
NG:625.3'
NG:616
.
9'
NG:609
.
8'
NG:6
1
4.
6'
NG:622.9
'
NG:61
9.
3'
NG:61
6
.
2'
NG:626
.
5'NG:629
.
9'
NG:632
.
0'
TB:
6
1
2
.
6
'
TC:587.1'
TC:589.8'
TC:597.8'
TC:602.6'
TC:609.1'N/G
N/G
N/GN/G
N/G
N/G
NATURA
L
G
R
O
U
N
D
NATURAL GROUND
NATU
R
A
L
G
R
O
U
N
D
NATURAL GROUND
T162
MATCH-LINE SHEET 5
MATCH-LINE SHEET 3
MATCH-LINE SHEET 3MATCH-LINE SHEET 2EC:589.1'580'581'582'583'584'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'601'602'603'604'605'606'607'608'609'610'611'612'613'
6
1
4
'
581'
582'
583'
584'
585'
586'
587'
588'
589'
590'
591'
592'
593'
594'
595'
594'
595'596'
597'598'
599'600'
601'602'
603'604'605'
606'
607'
609'610'611'612'613'614'615'616'617'618'619'620'621'622'623'624'625'626'648'
647'
644'
645'
646'
647'
613
'612'611'612'618'612'608'609'610'611'
607'602'603'604'605'606'598'
599'
600'
601'
594'595'596'597'591'592'593'589'590'
612'613'614'615'616'617'618'619'620'621'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'
640
'
6
4
1
'
6
4
2
'
6
4
3
'
6
4
4
'
6
4
5
'
627'
628'
629'
630'
631'
632'
633'
634'
635'
636'
637'
638'
639'
640'
641'
642'
643'
612'
613'
614'
615'
616'
617'
618'
619'
620'
621'
622'
623'
624'
625'
626'610'611'609'598'
599'
600'
601'
602'
603'
604'
605'
606'
607'608'596'
597'
INVERT INFORMATION
DMH NO.:1
RIM ELEVATION: 608.62'
INVERT NE (18" RCP): 604.1'
DMH NO.:2
RIM ELEVATION: 603.82'
INVERT NE (33" RCP): 598.1'
INVERT SE (24" RCP): 598.1
INVERT SW (18" RCP): 598.0'
INVERT NW (18" RCP): 598.0'
DMH NO.:3
RIM ELEVATION: 604.98'
INVERT SE (18" RCP): 598.8'
INVERT SW (18" RCP): NOT MEASURED
INVERT NW (18" RCP): NOT MEASURED
DMH NO.:4
RIM ELEVATION: 603.16'
INVERT E (18" RCP): 598.8'
INVERT S (18" RCP): 598.8'
INVERT NW (24" RCP): 598.6'
DMH NO.:5
RIM ELEVATION: 603.61'
INVERT W (18" RCP): 599.5'
DMH NO.:6
RIM ELEVATION: 606.77'
INVERT N (18" RCP): 602.4'
DMH NO.:7
RIM ELEVATION: 583.86'
INVERT SE (18" RCP): 577.0'
INVERT SW (33" RCP): 577.3'
INVERT NW (36" RCP): 576.9'
DMH NO.:8
RIM ELEVATION: 582.97'
INVERT NW (18" RCP): 578.0'
DMH NO.:9
RIM ELEVATION: 588.80'
INVERT N (15" RCP): 583.8'
INVERT SE (24" RCP): 583.8'
DMH NO.:10
RIM ELEVATION: 588.94'
INVERT S (15" RCP): 584.3'
DMH NO.:11
RIM ELEVATION: 579.16'
INVERT NE (30" RCP): 573.5'
INVERT NW (24" RCP): 574.1'
GI NO.:12
RIM ELEVATION: 604.57'
NOT MEASURED
GI NO.:13
RIM ELEVATION: 608.87'
NOT MEASURED
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
ALTA/NSPS LAND TITLE SURVEY
SURVEYOR JOB NUMBER:
23-4239
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
3 OF 6
W E
N
S
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 30'
15'30'60'
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COM
TAG TRUNK TREE TYPE
T1 18"PINE
T2 20"PINE
T3 *32"*DOUBLE PINE
T4 20"PINE
T5 18"OAK
T6 22"PINE
T7 18"PINE
T8 24"PINE
T9 18"PINE
T10 19"PINE
T11 21"PINE
T12 20"PINE
T13 22"OAK
T14 20"PINE
T15 24"PINE
T16 28"BLACK OAK
T17 30"PINE
T18 24"PINE
T19 24"PINE
T20 22"PINE
T21 24"PINE
T22 28"PINE
T23 30"PINE
T24 24"PINE
T25 24"OAK
T26 18"OAK
T27 28"PINE
T28 18"PINE
T29 26"PINE
T30 30"PINE
T31 30"PINE
T32 25"OAK
T34 24"PINE
T35 26"PINE
T36 28"PINE
T37 24"PINE
T38 24"PINE
T39 24"PINE
T40 34"OAK
T41 36"PINE
T42 30"OAK
T43 30"PINE
T44 30"PINE
T45 30"PINE
T46 28"PINE
T47 24"PINE
T48 26"PINE
T49 18"PINE
T50 18"PINE
T51 30"PINE
T52 20"PINE
T53 26"PINE
T54 20"PINE
T55 24"OAK
T56 30"OAK
T57 18"PINE
T58 26"PINE
T59 30"OAK
T60 20"PINE
T61 22"PINE
T62 28"PINE
T63 28"PINE
T64 28"OAK
T65 28"PINE
T66 20"PINE
T67 30"PINE
T68 26"OAK
T69 30"PINE
T70 26"PINE
T71 30"PINE
T72 *36"*DOUBLE PINE
T73 20"PINE
T74 26"PINE
T75 30"PINE
T76 32"PINE
T77 18"PINE
T78 26"PINE
T79 28"PINE
T80 28"PINE
T81 26"OAK
T82 20"PINE
T83 20"PINE
T84 18"PINE
T85 24"OAK
T86 26"OAK
T87 26"PINE
T88 18"PINE
T89 24"PINE
T90 20"PINE
T91 30"PINE
T92 26"PINE
T93 24"OAK
T94 24"PINE
T95 24"PINE
T96 22"PINE
T97 26"PINE
T98 *28"*DOUBLE PINE
T99 26"PINE
T100 28"PINE
T101 20"PINE
T102 26"PINE
T103 18"PINE
T104 24"PINE
T105 22"PINE
T106 20"PINE
T107 22"PINE
T108 28"PINE
T109 20"PINE
T110 24"PINE
T111 28"PINE
T112 24"PINE
T113 26"PINE
T114 24"PINE
T115 20"PINE
T116 24"PINE
T117 18"PINE
T118 36"PINE
T119 24"PINE
T120 20"PINE
T121 30"PINE
T122 30"PINE
T123 20"PINE
T124 24"PINE
T125 28"PINE
T126 30"PINE
T127 25"PINE
T128 28"PINE
T129 26"PINE
T130 20"PINE
T131 26"PINE
T132 22"PINE
T133 26"PINE
T134 26"PINE
T135 22"PINE
T136 22"PINE
T137 24"PINE
T138 22"PINE
T139 22"PINE
T140 26"PINE
T141 22"OAK
T142 26"PINE
T143 24"PINE
T144 20"PINE
T145 18"PINE
T146 24"PINE
T147 20"PINE
T148 24"PINE
T149 30"PINE
T150 26"PINE
T151 20"PINE
T152 21"PINE
T153 19"PINE
T154 19"PINE
T155 18"PINE
T156 20"PINE
T157 18"PINE
T158 19"PINE
T159 19"PINE
T160 20"POST OAK
T161 17"PINE
TAG TRUNK TREE TYPE
TREE TABLE
T162 24"OAK
* = COMBINED DIAMETER OF BOTH
STEMS AT CHEST HEIGHT
SDSDSDSDSDSDFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOP FOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPFOPMATCH-LINE SHEET 4
MATCH-LINE SHEET 2 MATCH-LINE SHEET 5MATCH-LINE SHEET 4SET 5/8" REBAR
10' OFFSET
FOUND
FAINT CHISELED X
ON ROCK
36" RCP:
FL: 561.1'
NATURAL GROUND
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL GROUNDNATURAL GROUNDNATURAL GROUNDNATURAL GROUND NATURAL GROUNDT153
T152
T151
T98
T97T96
T95
T94
T93
T66
T65
T64
T63
T62
T61
T60
T59 T58
T57
T56
T55T54
T53
T52
T51
T50
T49
T48
T47
T92 èèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèèCONC.CONC.CONC.CONC.CONC.CONC.MATCH-LINE SHEET 5MATCH-LINE SHEET 4BOC:578.0'BOC:569.3'BOC:563.5'BOC:559.7'FL:577.6'FL:568.9'FL:563.1'FL:559.5'BOC:560.5'BOC:565.0'BOC:569.3'BOC:578.0'FL:560.2'FL:564.7'FL:569.0'FL:577.7'BOC:560.4'BOC:565.0'BOC:569.2'BOC:578.0'FL:560.2'FL:564.6'FL:568.9'FL:577.7'NG:569.3'NG:564.8'NG:560.9'NG:578.1'EA:556.3'EA:555.3'EA:549.9'EA:544.1'EA:537.9'EA:535.0'EA:528.8'EA:521.6'NG:554.7'NG:554.9'NG:549.4'NG:547.0'NG:541.5'NG:544.0'NG:537.8'NG:534.7'NG:531.7'NG:534.6'NG:528.7'NG:525.6'NG:518.0'NG:521.5'CR:522.2'CR:528.7'CR:535.3'CR:539.9'CR:545.8'CR:551.3'CR:555.8'CR:559.7'EA:552.9'EA:548.2'EA:542.4'EA:536.6'EA:529.3'EA:521.6'BOC:577.5'BOC:572.3'BOC:565.9'BOC:559.7'BOC:558.7'FL:577.1'FL:571.8'FL:565.5'FL:559.5'FL:558.6'TB:565.1'TB:558.1'TB:552.4'TB:547.8'TB:542.1'TB:536.4'TB:529.2'TB:521.5'BB:560.9'BB:552.7'BB:549.0'BB:544.7'BB:540.5'BB:535.1'BB:528.4'BB:520.4'EC:519.8'EC:520.1'EC:527.7'EC:528.6'EC:529.5'EC:529.8'EC:534.8'EC:534.7'EC:539.8'EC:539.7'EC:545.1'EC:544.4'EC:548.3'EC:548.2'EC:552.5'EC:554.5'EC:552.0'EC:554
.1
'EC:554.6
'EC:553.2'EC:559.8'EC:559.5'EC:561.1'EC:561.5'EC:560.6'EC:561.2'EC:567.5'EC:567.3'BB:520.4'BB:529.1'BB:536.0'BB:539.9'BB:545.4'BB:548.8'BB:552.4'BB:554.4'BB:554.7'BB:560.0'BB:561.2'BB:567.1'NG:525.3'NG:531.7'NG:553.9'NG:604.8'NG:599.2'NG:588.3'NG:584.9'NG:594.7'NG:582.0'NG:576.4'NG:575.0'NG:579.2'NG:588.4'NG:589.0'NG:580.0'NG:5
7
4.
5'NG:608.9'NG:610.3'NG:607.0'NG:615.3'NG:617.4'NG:617.4'NG:619.2'NG:617.8'NG:572.4'NG:57
2
.
3'
NG:565.7'NG:566.9'NG:565.8'NG:566.0'NG:560.1'NG:564.2'NG:576.1'NG:588.8'NG:602.2'NG:613.0'NG:609.5'TB:602.7'TB:601.7'TB:603.9'TB:605.9'TB:607.3'TB:605.0'TB:606.4'TB:608.4'TB:609.9'TB:608.1'TB:610.7'TB:612.0'FL:601.6'FL:603.9'NG:605.3'NG:606.4'NG:608.4'NG:611.2'TB:57
9.
7'TB:570.4'BB:5
7
7.
6'BB:572.0'NG:577.9'NG:576.2'NG:568.0'NG:569.3'NG:562.4'NG:563.5'NG:559.1'NG:558.3'NG:555.8'FL:518.5'FL:527.3'FL:528.3'FL:533.5'FL:538.6'FL:543.2'FL:547.5'FL:551.9'FL:553
.1
'FL:558.5'FL:566.5'N/GN/GNATURAL GROUNDNATURAL GROUNDNATURAL GROUNDNATURAL GROUNDN/GN/GN/GN/GN/GMATCH-LINE SHEET 4
MATCH-LINE SHEET 2
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
NG:555.4'CHENAL PARKWAYVARIABLE WIDTH PUBLIC RIGHT-OF-WAYNO DOCUMENTATIONVARIABLE WIDTH ASPHALT PAVEMENT520'521'539'
540'
541'
542'
543'
544'
545'
546'
547'
548'
549'
550'
551'
552'
553'
554'
555'
556'
522'
523'
524'
525'
526'
527'
528'
529'
530'
531'
532'
533'
534'
535'
536'
537'
538'525'530'535'540'545'550'555'557'
558'
559'
560'
561'
562'
563'
564'
565'
566'
567'
568'
569'
570'
571'
572'
573'
574'
575'
576'
577'
578'
579'
580'610'609'608'607'604'605'606'603'602'600'601'590'591'592'593'594'595'596'597'598'599'556'557'558'559'560'561'562'563'564'565'566'567'568'569'570'571'572'573'574'575'576'577'578'579'580'581'582'583'584'585'586'587'588'589'618'577'
576'
5
7
7
'
57
0
'
57
1
'
5
7
2
'
5
7
3
'
5
7
4
'
57
5
'
57
6
'
563'
564'
565'
566'
567'
568'
569'
557'
558'
559'
560'
561'
562'
556'
555'551'552'553'554'555'556'550'547'548'549'575'576'577'578'579'580'581'582'583'584'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'601'602
'604'605'606'607'608'609'610'611'612'613'614'615'616'617'618'559'560'561'562'563'564'565'566'567'568'569'570'571'572'573'574'575'576'577'578'579'580'581'582'583'584'585'586'587'588'589'590'591'592'593'594'595'596'597'598'599'600'601'602'603'604'605'606'607'608'609'610'611'612'613'614'615'616'617'618'619'620'621'622'615'616'617'618'619'620'621'INVERT INFORMATION
DMH NO.:1
RIM ELEVATION: 608.62'
INVERT NE (18" RCP): 604.1'
DMH NO.:2
RIM ELEVATION: 603.82'
INVERT NE (33" RCP): 598.1'
INVERT SE (24" RCP): 598.1
INVERT SW (18" RCP): 598.0'
INVERT NW (18" RCP): 598.0'
DMH NO.:3
RIM ELEVATION: 604.98'
INVERT SE (18" RCP): 598.8'
INVERT SW (18" RCP): NOT MEASURED
INVERT NW (18" RCP): NOT MEASURED
DMH NO.:4
RIM ELEVATION: 603.16'
INVERT E (18" RCP): 598.8'
INVERT S (18" RCP): 598.8'
INVERT NW (24" RCP): 598.6'
DMH NO.:5
RIM ELEVATION: 603.61'
INVERT W (18" RCP): 599.5'
DMH NO.:6
RIM ELEVATION: 606.77'
INVERT N (18" RCP): 602.4'
DMH NO.:7
RIM ELEVATION: 583.86'
INVERT SE (18" RCP): 577.0'
INVERT SW (33" RCP): 577.3'
INVERT NW (36" RCP): 576.9'
DMH NO.:8
RIM ELEVATION: 582.97'
INVERT NW (18" RCP): 578.0'
DMH NO.:9
RIM ELEVATION: 588.80'
INVERT N (15" RCP): 583.8'
INVERT SE (24" RCP): 583.8'
DMH NO.:10
RIM ELEVATION: 588.94'
INVERT S (15" RCP): 584.3'
DMH NO.:11
RIM ELEVATION: 579.16'
INVERT NE (30" RCP): 573.5'
INVERT NW (24" RCP): 574.1'
GI NO.:12
RIM ELEVATION: 604.57'
NOT MEASURED
GI NO.:13
RIM ELEVATION: 608.87'
NOT MEASURED
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
ALTA/NSPS LAND TITLE SURVEY
SURVEYOR JOB NUMBER:
23-4239
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
4 OF 6
W E
N
S
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 30'
15'30'60'
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COM
TAG TRUNK TREE TYPE
T1 18"PINE
T2 20"PINE
T3 *32"*DOUBLE PINE
T4 20"PINE
T5 18"OAK
T6 22"PINE
T7 18"PINE
T8 24"PINE
T9 18"PINE
T10 19"PINE
T11 21"PINE
T12 20"PINE
T13 22"OAK
T14 20"PINE
T15 24"PINE
T16 28"BLACK OAK
T17 30"PINE
T18 24"PINE
T19 24"PINE
T20 22"PINE
T21 24"PINE
T22 28"PINE
T23 30"PINE
T24 24"PINE
T25 24"OAK
T26 18"OAK
T27 28"PINE
T28 18"PINE
T29 26"PINE
T30 30"PINE
T31 30"PINE
T32 25"OAK
T34 24"PINE
T35 26"PINE
T36 28"PINE
T37 24"PINE
T38 24"PINE
T39 24"PINE
T40 34"OAK
T41 36"PINE
T42 30"OAK
T43 30"PINE
T44 30"PINE
T45 30"PINE
T46 28"PINE
T47 24"PINE
T48 26"PINE
T49 18"PINE
T50 18"PINE
T51 30"PINE
T52 20"PINE
T53 26"PINE
T54 20"PINE
T55 24"OAK
T56 30"OAK
T57 18"PINE
T58 26"PINE
T59 30"OAK
T60 20"PINE
T61 22"PINE
T62 28"PINE
T63 28"PINE
T64 28"OAK
T65 28"PINE
T66 20"PINE
T67 30"PINE
T68 26"OAK
T69 30"PINE
T70 26"PINE
T71 30"PINE
T72 *36"*DOUBLE PINE
T73 20"PINE
T74 26"PINE
T75 30"PINE
T76 32"PINE
T77 18"PINE
T78 26"PINE
T79 28"PINE
T80 28"PINE
T81 26"OAK
T82 20"PINE
T83 20"PINE
T84 18"PINE
T85 24"OAK
T86 26"OAK
T87 26"PINE
T88 18"PINE
T89 24"PINE
T90 20"PINE
T91 30"PINE
T92 26"PINE
T93 24"OAK
T94 24"PINE
T95 24"PINE
T96 22"PINE
T97 26"PINE
T98 *28"*DOUBLE PINE
T99 26"PINE
T100 28"PINE
T101 20"PINE
T102 26"PINE
T103 18"PINE
T104 24"PINE
T105 22"PINE
T106 20"PINE
T107 22"PINE
T108 28"PINE
T109 20"PINE
T110 24"PINE
T111 28"PINE
T112 24"PINE
T113 26"PINE
T114 24"PINE
T115 20"PINE
T116 24"PINE
T117 18"PINE
T118 36"PINE
T119 24"PINE
T120 20"PINE
T121 30"PINE
T122 30"PINE
T123 20"PINE
T124 24"PINE
T125 28"PINE
T126 30"PINE
T127 25"PINE
T128 28"PINE
T129 26"PINE
T130 20"PINE
T131 26"PINE
T132 22"PINE
T133 26"PINE
T134 26"PINE
T135 22"PINE
T136 22"PINE
T137 24"PINE
T138 22"PINE
T139 22"PINE
T140 26"PINE
T141 22"OAK
T142 26"PINE
T143 24"PINE
T144 20"PINE
T145 18"PINE
T146 24"PINE
T147 20"PINE
T148 24"PINE
T149 30"PINE
T150 26"PINE
T151 20"PINE
T152 21"PINE
T153 19"PINE
T154 19"PINE
T155 18"PINE
T156 20"PINE
T157 18"PINE
T158 19"PINE
T159 19"PINE
T160 20"POST OAK
T161 17"PINE
TAG TRUNK TREE TYPE
TREE TABLE
T162 24"OAK
* = COMBINED DIAMETER OF BOTH
STEMS AT CHEST HEIGHT
MATCH-LINE SHEET 5
MATCH-LINE SHEET 3
MATCH-LINE SHEET 4
MATCH-LINE SHEET 2 MATCH-LINE SHEET 5MATCH-LINE SHEET 4FOUND
1/2" REBAR BENT
FOUND
2'X2' STONE
TBM#:3
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166595.68'
EASTING: 1171158.25'
ELEVATION: 645.51'
TBM#:4
SET 5/8" REBAR WITH CAP
"CONTROL"
NORTHING: 166741.81'
EASTING: 1171221.50'
ELEVATION: 650.11'
TOTAL AREA:
912,244± SQ.FEET
20.942± ACRES
APN: 53L-023.00-009.06
VACANT LAND
NATURAL GROUNDNAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NATU
R
A
L
G
R
O
U
N
D
NATURAL GRO
U
N
D
NATURAL GROUNDNATURAL GROUND NATURAL GROUND
T161
T160
T159
T158
T157
T156T155T154
T153
T145
T144
T143
T142
T141
T139
T138
T137
T136
T135
T134
T133
T125
T124
T123
T122
T121
T120
T119
T118
T117
T116
T115
T114
T113
T112
T111
T98
T97
T94
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
MATCH-LINE SHEET 5MATCH-LINE SHEET 4NG:6
3
4.
2'
NG:641
.
9'NG:614.1'NG:615.3'NG:617.4'NG:617.4'NG:619.2'NG:660.0'NG:626
.5
'NG:629.7'NG:628.1'NG:627.9'NG:625.9'NG:621.8'NG:627.8'NG:632.6'NG:636.2'NG:638.0'NG:637.3'NG:638.3'NG:636
.1
'
NG:658.6'
NG:656.9'
NG:654.2'NG:652.9'NG:653.0'NG:654.2'
NG:652.3'
NG:6
5
0.
5'
NG:647.3'
NG:646.5'
NG:646.8'NG:645.2
'
NG
:
6
4
4
.
8
'
NG
:
6
4
6
.
9
'
NG:6
4
8
.
0
'
NG:6
4
8
.
1
'
NG:648.5'NG:649.7'
NG:652
.
5
'
N
G
:
6
4
3
.
2
'
NG:
6
4
9
.
5
'
N
G
:
6
4
4
.
1
'NG:646.5'NG:653.6'NG:654
.9
'NG:647.0'NG:652.4'NG:6
5
6.
1'
NG:654.2'
NG:647.1'
NG:651
.
5'NG:643.6'NG:6
3
9.
9'
NG:646.2'
NG:6
3
3.
9'
NG:638.6'NG:639.7'
NG:640.5'
NG:639.7'NG:639.8'
NG:638.6'NG:6
3
7
.
4
'
NG:
6
2
8
.
6
'
NG:
6
3
5
.
1
'
NG:63
3
.
6
'
NG:6
2
8
.
0
'
NG
:
6
3
1
.
0
'
NG:
6
3
6
.
4
'
NG:
6
3
4
.
4
'
NG:63
9
.
2
'
NG:64
0
.
9
'
NG:64
0
.
8
'
NG:640.2'
NG:635.1'
NG:629.2'NG:628.8'
NG:636.0'
NG:6
3
1.
5'
NG:6
3
7.
6'
NG:64
1
.
7'
NG:642.4'
NG:639.9'
NG:
6
4
0
.
7
'NG:643.5'
NG:6
3
9.
3'
NG:640.4'
NG:643.5'NG:645.9'NG:
6
4
5
.
7
'
NG:6
4
2
.
8
'
NG:644.4'
NG:
6
4
8
.
1
'
NG:649.2'NG:647.7'
NG:6
4
7.
4'
NG:6
3
4.
3'NG:626.5'NG:
6
4
3.
5'
NG:651.4'NG:651
.5
'
N
G
:
6
4
9
.
4
'
NG:644.
7
'
NG:646.4'
NG:647.3'
NG:656.7'
NG:
6
5
2
.
7
'
NG:654.8'
NG
:
6
5
7
.
9
'
NG:657.8'NG:656.7'
NG:6
5
4.
4'
NG:650.9'NG:655.0'
NG:655.2'
NG:650.6
'NG:649.2'
NG:64
6.
1'NG:613.0'NG:609.5'NG:618.7'NG:613.6'NG:619.8'NG:626.1'
NG:630.3'
NG:620
.
6'
NG:622.5'
NG:622.4'
NG:623.3'
NG:625.3'NG:625.2'
NG:624.8'
NG:
6
3
1
.
3
'
NG:632.2'NG:632.6'NG:632.4'
NG:630.8'
NG:631.9'TB:610.7'TB:612.0'TB:612.7'TB:613.3'NG:611.2'NG:612.8'NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
MATCH-LINE SHEET 5
MATCH-LINE SHEET 3
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREAMATCH-LINE SHEET 6MATCH-LINE SHEET 5MATCH-LINE SHEET 6MATCH-LINE SHEET 5621'622'623'624'625'626'627'628'
629'
630'
631'
630'
631'
630'
631'
632'
633'
634'
635'
636'
637'
638'
639'
640'640'
635'
636'
637'
638'
639'
632'
633'
634'
631
'
629'
630
'
626'
627'
628'
626'625'624'623'622'
623'
624'
625'
626'615'616'617'618'619'620'621'622'623'624'625'626'614'613'612'657'
658'
659'
656'
653'
654'
655'
652'
648'
649'
650'
651'
647'
646'
647'617'618'621'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'640
'641'6
4
2
'
6
4
3
'
6
4
4
'
6
4
5
'618'618'619'620'621'622'615'616'617'618'619'620'621'631'632'633'634'635'636'637'638'639'640'641'642'643'644'645'622'623'624'625'626'627'628'629'630'631'632'633'634'635'636'637'638'639'640'641'642'643'644'645'646'647'648'649'650'651'652'653'654'655'656'657'625'
626'
627'
628'
629'
630'
631'
632'
633'
634'
635'
636'
637'
638'
639'
640'
641'
642'
643'
644'
645'
646'
647'
648'
649'
650'
651'
652'
653'
654'
655'
656'641'642'643'644'645'646'647'648'649'
6
5
0
'651'652'653'654'655'656'657'
658'
INVERT INFORMATION
DMH NO.:1
RIM ELEVATION: 608.62'
INVERT NE (18" RCP): 604.1'
DMH NO.:2
RIM ELEVATION: 603.82'
INVERT NE (33" RCP): 598.1'
INVERT SE (24" RCP): 598.1
INVERT SW (18" RCP): 598.0'
INVERT NW (18" RCP): 598.0'
DMH NO.:3
RIM ELEVATION: 604.98'
INVERT SE (18" RCP): 598.8'
INVERT SW (18" RCP): NOT MEASURED
INVERT NW (18" RCP): NOT MEASURED
DMH NO.:4
RIM ELEVATION: 603.16'
INVERT E (18" RCP): 598.8'
INVERT S (18" RCP): 598.8'
INVERT NW (24" RCP): 598.6'
DMH NO.:5
RIM ELEVATION: 603.61'
INVERT W (18" RCP): 599.5'
DMH NO.:6
RIM ELEVATION: 606.77'
INVERT N (18" RCP): 602.4'
DMH NO.:7
RIM ELEVATION: 583.86'
INVERT SE (18" RCP): 577.0'
INVERT SW (33" RCP): 577.3'
INVERT NW (36" RCP): 576.9'
DMH NO.:8
RIM ELEVATION: 582.97'
INVERT NW (18" RCP): 578.0'
DMH NO.:9
RIM ELEVATION: 588.80'
INVERT N (15" RCP): 583.8'
INVERT SE (24" RCP): 583.8'
DMH NO.:10
RIM ELEVATION: 588.94'
INVERT S (15" RCP): 584.3'
DMH NO.:11
RIM ELEVATION: 579.16'
INVERT NE (30" RCP): 573.5'
INVERT NW (24" RCP): 574.1'
GI NO.:12
RIM ELEVATION: 604.57'
NOT MEASURED
GI NO.:13
RIM ELEVATION: 608.87'
NOT MEASURED
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
ALTA/NSPS LAND TITLE SURVEY
SURVEYOR JOB NUMBER:
23-4239
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
5 OF 6
W E
N
S
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 30'
15'30'60'
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COM
TAG TRUNK TREE TYPE
T1 18"PINE
T2 20"PINE
T3 *32"*DOUBLE PINE
T4 20"PINE
T5 18"OAK
T6 22"PINE
T7 18"PINE
T8 24"PINE
T9 18"PINE
T10 19"PINE
T11 21"PINE
T12 20"PINE
T13 22"OAK
T14 20"PINE
T15 24"PINE
T16 28"BLACK OAK
T17 30"PINE
T18 24"PINE
T19 24"PINE
T20 22"PINE
T21 24"PINE
T22 28"PINE
T23 30"PINE
T24 24"PINE
T25 24"OAK
T26 18"OAK
T27 28"PINE
T28 18"PINE
T29 26"PINE
T30 30"PINE
T31 30"PINE
T32 25"OAK
T34 24"PINE
T35 26"PINE
T36 28"PINE
T37 24"PINE
T38 24"PINE
T39 24"PINE
T40 34"OAK
T41 36"PINE
T42 30"OAK
T43 30"PINE
T44 30"PINE
T45 30"PINE
T46 28"PINE
T47 24"PINE
T48 26"PINE
T49 18"PINE
T50 18"PINE
T51 30"PINE
T52 20"PINE
T53 26"PINE
T54 20"PINE
T55 24"OAK
T56 30"OAK
T57 18"PINE
T58 26"PINE
T59 30"OAK
T60 20"PINE
T61 22"PINE
T62 28"PINE
T63 28"PINE
T64 28"OAK
T65 28"PINE
T66 20"PINE
T67 30"PINE
T68 26"OAK
T69 30"PINE
T70 26"PINE
T71 30"PINE
T72 *36"*DOUBLE PINE
T73 20"PINE
T74 26"PINE
T75 30"PINE
T76 32"PINE
T77 18"PINE
T78 26"PINE
T79 28"PINE
T80 28"PINE
T81 26"OAK
T82 20"PINE
T83 20"PINE
T84 18"PINE
T85 24"OAK
T86 26"OAK
T87 26"PINE
T88 18"PINE
T89 24"PINE
T90 20"PINE
T91 30"PINE
T92 26"PINE
T93 24"OAK
T94 24"PINE
T95 24"PINE
T96 22"PINE
T97 26"PINE
T98 *28"*DOUBLE PINE
T99 26"PINE
T100 28"PINE
T101 20"PINE
T102 26"PINE
T103 18"PINE
T104 24"PINE
T105 22"PINE
T106 20"PINE
T107 22"PINE
T108 28"PINE
T109 20"PINE
T110 24"PINE
T111 28"PINE
T112 24"PINE
T113 26"PINE
T114 24"PINE
T115 20"PINE
T116 24"PINE
T117 18"PINE
T118 36"PINE
T119 24"PINE
T120 20"PINE
T121 30"PINE
T122 30"PINE
T123 20"PINE
T124 24"PINE
T125 28"PINE
T126 30"PINE
T127 25"PINE
T128 28"PINE
T129 26"PINE
T130 20"PINE
T131 26"PINE
T132 22"PINE
T133 26"PINE
T134 26"PINE
T135 22"PINE
T136 22"PINE
T137 24"PINE
T138 22"PINE
T139 22"PINE
T140 26"PINE
T141 22"OAK
T142 26"PINE
T143 24"PINE
T144 20"PINE
T145 18"PINE
T146 24"PINE
T147 20"PINE
T148 24"PINE
T149 30"PINE
T150 26"PINE
T151 20"PINE
T152 21"PINE
T153 19"PINE
T154 19"PINE
T155 18"PINE
T156 20"PINE
T157 18"PINE
T158 19"PINE
T159 19"PINE
T160 20"POST OAK
T161 17"PINE
TAG TRUNK TREE TYPE
TREE TABLE
T162 24"OAK
* = COMBINED DIAMETER OF BOTH
STEMS AT CHEST HEIGHT
INVERT INFORMATION
DMH NO.:1
RIM ELEVATION: 608.62'
INVERT NE (18" RCP): 604.1'
DMH NO.:2
RIM ELEVATION: 603.82'
INVERT NE (33" RCP): 598.1'
INVERT SE (24" RCP): 598.1
INVERT SW (18" RCP): 598.0'
INVERT NW (18" RCP): 598.0'
DMH NO.:3
RIM ELEVATION: 604.98'
INVERT SE (18" RCP): 598.8'
INVERT SW (18" RCP): NOT MEASURED
INVERT NW (18" RCP): NOT MEASURED
DMH NO.:4
RIM ELEVATION: 603.16'
INVERT E (18" RCP): 598.8'
INVERT S (18" RCP): 598.8'
INVERT NW (24" RCP): 598.6'
DMH NO.:5
RIM ELEVATION: 603.61'
INVERT W (18" RCP): 599.5'
DMH NO.:6
RIM ELEVATION: 606.77'
INVERT N (18" RCP): 602.4'
DMH NO.:7
RIM ELEVATION: 583.86'
INVERT SE (18" RCP): 577.0'
INVERT SW (33" RCP): 577.3'
INVERT NW (36" RCP): 576.9'
DMH NO.:8
RIM ELEVATION: 582.97'
INVERT NW (18" RCP): 578.0'
DMH NO.:9
RIM ELEVATION: 588.80'
INVERT N (15" RCP): 583.8'
INVERT SE (24" RCP): 583.8'
DMH NO.:10
RIM ELEVATION: 588.94'
INVERT S (15" RCP): 584.3'
DMH NO.:11
RIM ELEVATION: 579.16'
INVERT NE (30" RCP): 573.5'
INVERT NW (24" RCP): 574.1'
GI NO.:12
RIM ELEVATION: 604.57'
NOT MEASURED
GI NO.:13
RIM ELEVATION: 608.87'
NOT MEASURED
LEGEND & SYMBOLS
UNDERGROUND GAS LINE
UNDERGROUND SANITARY SEWER LINESSSS
GAS GAS
SQUARE FEETSQ.FT.
NOW OR FORMERLY
CENTERLINE
N/F
C/L
FOUND MONUMENT AS-NOTED
RIGHT-OF-WAYR/W
SET MONUMENT AS-NOTED
RIGHT-OF-WAY
CENTERLINE RIGHT-OF-WAY
PROPERTY LINE
MEASURED/CALCULATED DIMENSION(M)
RECORD DIMENSION (R)
NATURAL GROUNDN/G
UNDERGROUND ELECTRICAL LINE UGE UGE
CONCRETE CONC.
POINT OF BEGINNING P.O.B.
MAJOR CONTOUR
MINOR CONTOUR
POINT OF COMMENCEMENT P.O.C.
UNDERGROUND FIBER OPTIC LINE FOP FOP
UNDERGROUND WATER LINEWLWL
UNDERGROUND STORM SEWER LINESDSD
BACK OF CURB BOC:
FLOW LINEFL:
TOP OF ASPHALT TA:
TOP OF CONCRETE TC:
CROWN OF ROAD CR:
NATURAL GROUNDNG:
BOTTOM OF BANKBB:
S
D
SANITARY SEWER MANHOLE (SMH)
STORM SEWER MANHOLE (DMH)
CURB INLET (CI)
DRAINAGE OUTLET AS-NOTED
E
FO
TEMPORARY BENCHMARK (TBM)
ELECTRICAL VAULT
LIGHT POLE
CROSSWALK SIGNAL POST
TRAFFIC SIGNAL POST
FIBER OPTIC UTILITY MARKER
FIBER OPTIC VAULT
EDGE OF ASPHALT EA:
TOP OF BANKTB:
EDGE OF CONCRETEEC:
FLOW LINE è è è
DRIP LINE
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
FOUND
2'X2' STONE
FOUND
1/2" REBAR
FOUND
1/2" REBAR
FOUND
1/2" REBAR
NATURAL GROUND
NAT
U
R
A
L
G
R
O
U
N
D
NATURAL GROUND
NATU
R
A
L
G
R
O
U
N
D
NATURAL GROUND
T158
T139
T138
N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
NG:6
2
5.
8'
NG:6
3
4.
2'
NG:646.8'NG:645.2'NG:
6
4
4
.
8
'
NG
:
6
4
6
.
9
'
N
G
:
6
4
3
.
2
'
NG:6
3
7
.
4
'
NG:6
2
8
.
6
'
NG:
6
3
5
.
1
'
NG:63
3
.
6
'
NG:62
8
.
0
'
NG
:
6
3
1
.
0
'
NG:
6
3
6
.
4
'
NG:
6
3
4
.
4
'
NG:63
9
.
2
'
NG:64
0
.
9
'
NG:64
0
.
8
'
NG:640.2'
NG:635.1'
NG:629.2'NG:628.8'
NG:636.0'
NG:6
3
1.
5'
NG:6
3
7.
6'
NG:64
1
.
7'
NG:642.4'
NG:639.9'
NG:
6
4
0
.
7
'
NG:643.5'
NG:6
3
9.
3'
NG:640.4'
NG:643.5'NG:645.9'NG:
6
4
5
.
7
'
NG:
6
4
2
.
8
'
NG:6
3
4.
3'NG:626.5'
NG:6
1
6.
6'
NG:624.8'
NG:6
3
1
.
3
'
NATURAL GROUND
NATURAL GROUND
MATCH-LINE SHEET 5
MATCH-LINE SHEET 3
LIMITS OF
TOPOGRAPHIC
AREA
LIMITS OF
TOPOGRAPHIC
AREAMATCH-LINE SHEET 6MATCH-LINE SHEET 5MATCH-LINE SHEET 6MATCH-LINE SHEET 5N/F DELTIC REAL ESTATE LLC
TWO TOWERS ROAD
LITTLE ROCK, ARKANSAS 72223
APN: 53L-023.00-009.00
BOOK 2022, PAGE 063509
NATURAL GROUND
NATURAL GROUND
NATURAL GROUND
615'616'617'618'619'620'621'622'623'624'625'626'627'628'
629'
630'
631'
630'
631'
630'
631'
632'
633'
634'
635'
636'
637'
638'
639'
640'640'
635'
636'
637'
638'
639'
632'
633'
634'
631
'
629'
630
'
626'
627'
628'631'632'633'634'635'641'642'643'644'645'646'647'SSSSSSSSSSSSSSSSSSSSS
S
SMH NO.:3
RIM ELEVATION: 478.67'
INVERT NE (6" PVC): 469.9'
INVERT SE (6" PVC): 470.0'
SMH NO.:4
RIM ELEVATION: 475.91'
UNABLE TO ACCESS
UNDER FENCE
140.6'S
S
SMH NO.:5
RIM ELEVATION: 473.83'
INVERT NE (8" PVC): 463.8'
INVERT NW (4" CLAY): 464.0'
SMH NO.:6
RIM ELEVATION: 469.41'
INVERT NE (8" PVC): 461.7'
INVERT SW (8" PVC): 461.8'
INVERT W (4" CLAY): 461.9'223.7'S
S SSSSSSSSSSSSSSS
S SSSSSSSS
N 52°
07'
1
6"
E
623.6
2'N 11°42'56" E 684.15'ALTA/NSPS LAND TITLE SURVEY
SURVEYOR JOB NUMBER:
23-4239
SURVEY REVIEWED BY:
S.T.M.
SURVEY DRAWN BY:
K.J.D. - 08/09/2023
SHEET:
6 OF 6
W E
N
S
CHENAL VALLEY DRIVE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS 72223
LOCATED IN: SECTION 23, TOWNSHIP 2 NORTH , RANGE 14 WEST
GRAPHIC SCALE
0
SCALE: 1" = 30'
15'30'60'
3825 N. SHILOH DRIVE - FAYETTEVILLE, AR 72703
EMAIL: SURVEY@BLEWINC.COM
OFFICE: 479.443.4506 FAX: 479.582.1883
WWW.BLEWINC.COM