design public meeting map - ncdot...52-bj-84 01 p 52-bj-84 06 01 p 52-bj-84 06 01 p 52-bj-84 06 01 p...
TRANSCRIPT
PI Sta 17+94.82
D
L = 69.84'
T = 35.04'
R = 350.00'
PI Sta 20+15.21
D
L = 368.25'
T = 185.58'
R = 1,200.00'
PI Sta 27+60.42
D
L = 191.44'
T = 96.08'
R = 900.00'
PI Sta 35+06.75
D
L = 425.31'
T = 226.48'
R = 500.00'
-Y32-
DS = 40 MPH
e = NC
DS = 40 MPH
e = NC
DS = 40 MPH
e = NC
DS = 40 MPH
e = NC
PI Sta 31+95.88
D
L = 2,433.67'
T = 1,241.44'
R = 5,000.00'
-Y27-
DS = 50 MPH
e = RC
PI Sta 21+85.69
D
L = 429.01'
T = 221.48'
R = 700.00'
PI Sta 28+24.60
D
L = 107.00'
T = 55.89'
R = 150.00'
-Y29-
e = NC
DS = 40 MPH
e = NC
DS = 35 MPH
PI Sta 20+65.23
D
L = 1,030.29'
T = 694.93'
R = 600.00'
-Y27C-
PI Sta 12+45.52
D
L = 488.33'
T = 245.52'
R = 1,900.00'
PI Sta 12+62.13
D
L = 517.33'
T = 262.13'
R = 1,300.00'
DS = 30 MPH
e = NA e = 03
DS = 40 MPH
-Y27RPB- -Y27RPD-
e = 04
DS = 40 MPH
PI Sta 16+34.95
D
L = 176.70'
T = 92.22'
R = 250.00'
PI Sta 20+87.06
D
L = 299.69'
T = 154.50'
R = 500.00'
-Y28-
e = NC
DS = 40 MPH
e = NC
DS = 30 MPH
PI Sta 11+78.58
D
L = 356.22'
T = 178.58'
R = 2,000.00'
PI Sta 15+71.28
D
L = 76.27'
T = 38.14'
R = 2,000.00'
-Y29-
e = NC
DS = 40 MPH
e = NC
DS = 40 MPH
-L-
PI Sta 533+82.61
D
L = 236.24'
T = 118.13'
R = 8,500.00'
PI Sta 541+03.17
D
L = 329.76'
T = 165.16'
R = 2,300.00'
PI Sta 566+68.00
D
L = 624.67'
T = 312.44'
R = 9,720.00'
PI Sta 572+82.41
D
L = 603.64'
T = 302.19'
R = 5,000.00'
PI Sta 581+56.15
D
L = 1,141.13'
T = 572.29'
R = 6,000.00'
PI Sta 596+72.32
D
L = 511.89'
T = 256.10'
R = 6,000.00'
PI Sta 609+15.68
D
L = 783.80'
T = 392.22'
R = 7,900.00'
PI Sta 614+71.58
D
L = 328.52'
T = 164.32'
R = 5,000.00'
DS = 50 MPH
e = NC
DS = 50 MPH
e = 03
DS = 50 MPH
e = NC
DS = 50 MPH
e = RC
DS = 50 MPH
e = RC
DS = 50 MPH
e = RC
DS = 50 MPH
e = NC
DS = 50 MPH
e = NC
4:1 TO
2:1VARIES4:1 TO 2:1
VARIES
GROUND
ORIGINAL
GROUND
ORIGINAL
GRADEPOINT
10'10'
17' - 20'VARIES
17' - 20'VARIES 2' 12' 12' 12' 12' 2'
5' 5'
CL
30'
-L-
NC HIGHWAY 73
VARIES 116'-122'
DAVIDSON-CONCORD RD TO I-85
CL
POINT
2' 12' 12' 2'
GRADE
-Y29-
10'
GROUND
ORIGINAL4:1 TO
2:1VARIES
10'
GROUND
ORIGINAL
4:1 TO 2:1
VARIES
12'
TYPICAL SECTION NO.8
12'
MACEDONIA CHURCH RD
5' 4.5' 5'4.5'
GROUND
ORIGINAL4:1 TO 2:1
VARIES POINT
GRADE
2' 12' 12' 12' 2' 10'10' 0' - 35'
VARIES
12'0'-12'VARIES
-Y27-
KANNAPOLIS PARKWAY
CL
GROUND
ORIGINAL4:1 TO
2:1VARIES
POINT
GRADE
2' 12' 12' 2'
-Y27C-
10'10' 5.5' 12'12'
QUADRANT RDAT KANNAPOLIS PARKWAY
CL
GROUND
ORIGINAL
4:1 TO 2:1
VARIES
GROUND
ORIGINAL4:1 TO
2:1VARIES
5'4.5'5' 4.5'
POINT
GRADE
4:1
VAR 2:1 M
AXGROUND
ORIGINAL
VAR 2:1 MAX
12' 12'
-Y32-
8'8'
FDPS4'
FDPS4'
INTERNATIONAL DR NW
4:1 VAR 2:1 M
AX
GROUND
ORIGINAL
VAR 2:1 MAX
CL
8' 8'
2' 11' 11' 11' 11'
5' 5'
2'5' 5'23'
4.5' 4.5'
I-85 TO US29
10' 10'
CL
110'
GRADEPOINT
NC HIGHWAY 73
-L-
POINT
GRADE
TYPICAL SECTION NO.1
CL
2' 18' 12' 12' 2'12' 6'
-Y28-
ROGER DALE CARTER DR
10'
5' 4.5'
GROUND
ORIGINAL
4:1 TO 2:1
VARIES
10'
GROUND
ORIGINAL4:1 TO
2:1VARIES
5'4.5'
INTERSTATE
85
INTERSTATE
85
ROLL 4 OF 5
RO
LL 4 O
F 5
RO
LL 4 O
F 5
2015NC OneMap, AERIAL REFERENCE:
CA
BA
RR
US
CO
UN
TY
CABARRUS COUNTYC
AB
AR
RU
S
CO
UN
TY
DESIGN PUBLIC MEETING MAPD
ESIG
N
PU
BLIC
ME
ETIN
G
MA
PD
ESIG
N
PU
BLIC
ME
ETIN
G
MA
P
RE
CO
MM
EN
DE
D
AL
TE
RN
ATIV
E
RECOMMENDED ALTERNATIVE
RE
CO
MM
EN
DE
D
AL
TE
RN
ATIV
E
WHERE POSSIBLEFULL CONTROL OF ACCESS
WHERE POSSIBLEFULL CONTROL OF ACCESS
WPH2
WETLAND
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A C
A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
C
A
C
A
C
A
C
A
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A
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A
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A
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A
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A
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A
C A
C A
CA
C A
CA
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A
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A
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C
A
NC 73DAVIDSON HWY
20402017
ADT
LESS THAN 50 VPD1-
EXISTING INTERCHANGE
VEHICLES PER DAY###
U-Turn
TRINITY CHURCH RDSR 1622 I-85
KANNAPOLIS PKWYSR 1430
STANLEY DR
INTERNATIONAL DRSR 1429
26,400
27,200 3,800
4,000
37,600
22,800
6,000
8,000
41,600
28,400
9,600
5,000
7,800
3,400
34,000
23,600 600
200
1,000
1,000
600
200
600
600
1,600
1,200
1,200
800
34,400
24,800 6,200
4,600
46,800
34,000
1,000
800
7,400
5,200
14,800
10,400
6,400
4,400
44,800
32,400
155,200
97,600
24,400
18,600
17,000
17,200
18,600
11,200
19,600
15,800
152,000
88,800
38,400
35,600
4,400
3,600
17,600
11,600
6,800
6,000
1,600
1,800
1,600
1,200
9,600
5,000
41,200
34,000
132142
154
207
230
254
259
265
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361362
365
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383
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389 390 391 392 393 394 395
397
405
406
409
414
415418
419
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425426
427
428
429
432
433
434
436
437438
439
442
443
444
446
448
450
453
454
455
457
458
460464
526
527
458
396
458
336
247
1145
1146
1147
1148
1151
1152
1164
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
52-BJ-84P06
01
4:1 TO
2:1VARIES4:1 TO 2:1
VARIES
GROUND
ORIGINAL
GROUND
ORIGINAL
52-BJ-84P06
01
52-BJ-84P06
01
1149
1150
132
142
154
198
207
230
242
247
254
259
265
276
277
279
282
286
287
289
290
294
296
297
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300
301
304
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308
309
311
319
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331
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526
527
MREIC CONCORD NC LLC
HIGHWAY 73 PARKWAY LLC
NOLIM GROUP S A
OAK PARK HOMEOWNERS ASSOC INC
NOLIM GROUP S A
CALLOWAY RAY M
CITY OF KANNAPOLIS
CALLOWAY RAY MELVIN
MARSEE JEANINE F
CALLOWAY RAY M
WILMORE MONIQUE L
HOLLIDAY SUZANNE W
HUENINK DANIEL T
KENTON GLENN HOMEOWNERS
SUTTLE TYLER ROBERT
SCOTTBEY DENNIS JR
SURRATT BETTY B
THOMAS ABRAHAM
DENTON MATTHEW ROBERT
ELLIOTT SANDRA
GOLDE SUSAN
TARAKHAN HOLDINGS LLC A NC LLC
DAVIS ERICA
BERNDT FRANK
BERNDT FRANK
SALOMON GROUP LLC A NC LLC
KEETER COLEMAN
SALOMON GROUP LLC A NC LLC
CAMPBELL CINDY
NORTH CAROLINA HOUSING FINANCE
HINSON GERALD W & KIMBERLY M
LINDER INDUSTRIAL MACHINERY COMPANY
LINDER INDUSTRIAL MACHINERY COMPANY
SALOMON GROUP LLC A NC LLC
HARRIS PERRY S
WATSON BILLY L
CABARRUS COUNTY ENTERPRISES
ANDERSON JON B
AAC/SHOFFNER DEVELOPMENT LP
SLM VENTURES LLC
PRIME BUSINESS LLC A NC
HEGLAR JAMES F JR
MILLER PEGGY AND
M-H CAROLINA LLC
BAREFOOT OIL COMPANY
COLEY HOWARD E
AAC/SHOFFNER DEVELOPMENT LP
LINDER INDUSTRIAL MACHINERY COMPANY
LINDER INDUSTRIAL MACHINERY COMPANY
DEPARTMENT OF TRANSPORTATION
PROPST BROS DISTS INC
RED FEATHER LLC A NC LLC
AAC/SHOFFNER DEVELOPMENT LP
E&E INVESTMENT PROPERTIES LLC
GM HOSPITALITY LLC A NC LLC
N C DEPT OF TRANSPORTATION
SHREE KAMNATH CORP
COLEY HOWARD E
NC DEPT OF TRANSPORATION
PROPST BROS DIST INC
MORRIS HARVEY GLEN JR &
CSL NORTH CAROLINA SYSTEM LP
COLEMAN BOBBY G
SKOTIDAS DIMITRIOS &
OVERCASH HARRY C
SKOTIDAS DIMITRIOS &
NOVANT HEALTH INC
NOVANT HEALTH INC
CROWN COURT LLC
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
KANNAPOLIS II CONDOMINIUM
SMITH THOMAS WRENN
SKOTIDAS DIMITRIOS &
6001 GATEWAY LLC
SHOFFNER DEVELOPMENT LLC
MPP GATEWAY RETAIL 2 LLC
CAROLINA GULF PROPERTIES
CAROLINA GULF PROPERTIES
CAROLINA GULF PROPERTIES
CAROLINA GULF PROPERTIES
1548 ROGER CARTER LLC
MOORE LEE ROY & HELEN S
MOORE LEE ROY & HELEN S
1548 ROGER CARTER LLC
DOGWOOD PARTNERS I LLC
1548 ROGER CARTER LLC
1548 ROGER CARTER LLC
K D 8 LLC
MPP KANNAPOLIS III LLC
T HALL ENTERPRISES II LLC
T HALL ENTERPRISES II LLC
CROWN COURT LLC
RING POWER CORPORATION
ODELL BAPTIST CHURCH OF
MOORE LEE ERIC
WHITAKER INVESTMENTS LLC
MPP GATEWAY RETAIL 1 LLC
BAUCOM ATLAS B JR
WHITAKER INVESTMENTS LLC
ROWAN-CABARRUS COMM COLLEGE
BAUCOM ATLAS B JR
CITY OF KANNAPOLIS
CITY OF KANNAPOLIS
T HALL ENTERPRISES II LLC
LAJOIE RACING INC
DOGWOOD PARTNERS I LLC
NATKANNAPOLIS LLC
SMITH THOMAS WRENN
NATKANNAPOLIS LLC
CITY OF KANNAPOLIS
FAGGART WILLIAM A
FAGGART WILLIAM A
TIP PROJECT R-5706
TO U.S. HIGHWAY 29
FROM S.R. 2693 (DAVIDSON-CONCORD RD.)
TIP P
ROJE
CT
R-5706
TO
US
HIG
HW
AY 29
FR
OM
S.R. 2
693 (D
AVID
SO
N-C
ON
CO
RD
RD.)
TIP P
ROJE
CT
R-5706
TO
US
HIG
HW
AY 29
FR
OM
S.R. 2693 (D
AVID
SO
N-C
ON
CO
RD
RD.)
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SUBJECT TO CHANGE.
ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND
MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN
INFORMATION SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF
ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES
UTILITY INFORMATION:
AT A LATER DATE.
AND ARE SUBJECT TO CHANGE. DRIVEWAY LOCATIONS WILL BE FINALIZED
DRIVEWAYS ARE NOT SHOWN, AS MAPS ARE BASED ON PRELIMINARY PLANS
DRIVEWAY NOTE:
PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.
FULL CONTROL OF ACCESS IS PROPOSED AT ALL U-TURN LOCATIONS. NO
ACCESS NOTE:
LEGEND
BUILDINGS
00000000 2017 ADT
2040 ADT
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED EASEMENTS
WETLAND BOUNDARIES
LAKES, PONDS, & STREAMS
EXISTING ROADWAY
PROPOSED ROADWAY
PROPERTY LINES
CITY/TOWN LIMITS
PROPOSED FULL CONTROL OF ACCESS
CURB AND GUTTER, SIDEWALK
PROPOSED STRUCTURES, CONC. ISLANDS,
PROPOSED RESURFACING
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
LEGEND
BUILDINGS
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED EASEMENTS
WETLAND BOUNDARIES
LAKES, PONDS, & STREAMS
EXISTING ROADWAY
PROPOSED ROADWAY
CURB AND GUTTER, SIDEWALK
PROPOSED STRUCTURES, CONC. ISLANDS,
PROPOSED RESURFACING
PLANS
0
GRAPHIC SCALE
50100 100 200
DESIGN DATA -L-
0.04=Max. Superelev.
50 mph=Design Speed
Arterial=Functional Class.
-L- STA. 617
+00
MA
TC
HLIN
E S
HEET 5
800' - 1000'
800' - 1000'
U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS
*
*
*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS
340
341
CABARRUS COUNTY
CABARRUS COUNTY
1145
1146
1147
1148
1149
1150
1151
WILLY HOLMES INC
WILLY HOLMES INC
BELDEN KAREN L
BOWER JOHN F III & CONNIES
PURA VIDA INTERNATIONAL LLC
FAGAN JOHN E HSB
FLACK IKE K III
1152 NOLIM GROUP SA
STA. 14
+00MATCHLIN
E -Y27
-
INSET -A-
-Y27-
STA. 14
+00MATCHLIN
E
MA
TC
HLIN
E S
HEET 3 -L- STA. 488+
50
1164 KANNAPOLIS INVESTMENTS LLC
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY TO BE REMOVED
PROPOSED SIDEPATH
PROPERTY LINES
CITY/TOWN LIMITS
PROPOSED FULL CONTROL OF ACCESS
PROPOSED SIDEPATH
SIDEPATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & SIDEPATHS: THE CONSTRUCTION OF SIDEWALKS AND
SIDEPATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & SIDEPATHS: THE CONSTRUCTION OF SIDEWALKS AND
SIDEPATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & SIDEPATHS: THE CONSTRUCTION OF SIDEWALKS AND
SIDEPATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & SIDEPATHS: THE CONSTRUCTION OF SIDEWALKS AND
SIDEPATHS ARE CONTINGENT UPON MUNICIPAL AGREEMENTS.
SIDEWALK & SIDEPATHS: THE CONSTRUCTION OF SIDEWALKS AND
UPON MUNICIPAL AGREEMENTS.
THE CONSTRUCTION OF SIDEWALKS AND SIDEPATHS ARE CONTINGENT
SIDEWALK & SIDEPATHS:
PROPOSED PARTIAL CONTROL OF ACCESS
00000000 2017 ADT
2040 ADT
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
PROPOSED PARTIAL CONTROL OF ACCESS
-Y27- PC Sta. 19+54.43
-Y27- PT Sta. 43+88.11
-Y32- PT Sta. 3
7+05.58
40+00
35+00
-Y32- PC Sta. 32+80.27
-Y32- PT Sta. 28+55.78
30+00
-Y32- PC Sta. 26+64.34
25+00
-Y32- PT Sta. 21+97.87
-Y32- PCC Sta. 18+29.62
-Y32- PC St
a. 17+59.78
-Y32- PI Sta. 16+16.85
-Y32- PI Sta. 15+83.49
20+00
15+00
-Y32- POT St
a. 10+00.00
20+00
25+00
-Y33-
PT
Sta. 17
+83.6
2
-Y33-
PO
T
Sta. 2
8+91.0
1
15+00
20+00
25+00
30+00
35+00
40+00
45+00
-Y27B-
-Y27C-
-Y27-
-Y27-
-Y32-
-Y32-
520+00
525+00
-L- POT Sta. 522+09.47
-Y27- POC Sta. 31+73.58=
-L- POT Sta. 602+20.35
-Y32- POT Sta. 29+44.94=
15+00
20+00
-Y28- POT Sta. 10+00.00=
-L- POT Sta. 530+24.60
-Y28- PC Sta. 15+42.73
-Y28- PT Sta. 17+19.43
-Y28- PI Sta. 17+26.68
-Y28- PC Sta. 19+32.57
-Y28- PT Sta. 2
2+32.25
-Y29- PC Sta. 27+68.71
-Y29- PI Sta. 25+93.68
-Y29-
PT
Sta. 2
8+75.7
1
-Y2
9- PT Sta. 2
3+93.22
-Y29-
PC Sta. 19
+64.2
1
-Y29- PT Sta. 16+09.41
-Y29- PC Sta. 15+33.14
-Y29- PT Sta. 13+56.22
15+00
20+00
25+00
-Y29-
-Y28-
-Y28-
-Y27C- PT Sta. 24+00.59
-Y27C-
PC Sta. 13
+70.2
9
-Y27C- POT Sta. 28+24.03=
-L- POT Sta. 512+50.00
25+00
20+00
15+00
-Y27
C-
-Y27C- POT Sta. 10+00.00=
-Y27- POC Sta. 22+00.00
-L- POT Sta. 520+01.87
15+00
-Y29-
-L- POT Sta. 524+18.50
15+00
-Y27-
-Y27RPD- PT Sta. 15+17.33
-Y27RPD- PC Sta. 10+00.00
-Y27RPD- POT Sta. 19+15.65=
-Y27RPB- POT Sta. 17+50.53=
-Y27RPB- PC Sta. 10+00.00
-Y27RPB- PT Sta. 14+88.33
-L-
PT
Sta. 4
88+54.0
8
-L-
PC Sta. 532
+64.4
8
-L-
PT
Sta. 535+00.7
2
535+00
530+00
-L-
PC Sta. 539+38.0
0
-L-
PT
Sta. 5
42
+67.7
7
-L-
PC Sta. 5
63
+55.5
6
-L-
PR
C Sta. 5
69+80.2
3
-L-
PC
C Sta. 5
75+83.8
7
-L-
PT
Sta. 587+24.9
9
-L-
PC Sta. 594+16.2
2
595+00
-L-
PT
Sta. 599+28.11
-L-
PC Sta. 605+23.4
6
605+00
-L-
-L-
-L-
PR
C Sta. 613
+07.2
6
-L-
PT
Sta. 616
+35.7
8
490+00 495+00 500+00 505+00 510+00 515+00540+00
545+00
550+00
555+00
560+00
565+00
570+00
575+00
580+00
585+00
590+00600+00
610+00
615+00
-Y27- POT Sta. 10+00.00
AFTO
N
RU
N
F
C
F
F
C C FF
F
C
C
FC
C
C
F
F
F C
C F
C
FF
F
F
CC
F
F C
C
F
C
C
C
C
C
C
CC
C
C
C
CC
F
C
C
F
F
F
F
F
F
F
F
F
FF
C
F F
F F C F
F
C
F
F
C
F
FC
C
F
F
C
CF
C
F F
FC
F
FF
F
F
C
C C F
F
CF
F
C
C
F
C
CF
CF
FF
CF
CF
C
F
FC
C CCC
FF
FF
F
C
CF
F
F
F
F
C
F
16'
24'
24'
24'
24'
24'
24'
36'
24'
16'
30'
30'
24'
24'
36'24'
18'
18'
24' 24'
RO
W
61'
ROW
24'
ROW61.25'
ROW49.2
5'
ROW
24'
RO
W
61'
77.5' RO
W
122' R
OW
58' ROW
118' ROW
118' ROW
F
F
F
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
7373
73
-L- Sta. 578+00.00
END CONSTRUCTION
-L- Sta. 597+32.13
BEGIN CONSTRUCTION
-Y32-
-L-
-Y32-
-Y33-
-L-
-Y27-
-L-
KA
NN
APO
LIS PK
WY.
S.R. 14
30
STA
NLEY
DR.
TRINITY C
HURCH RD.S.R. 1
622
AVE. N.W.GLOBAL
RU
STIC
LN. N.W.
CHURCH RD.
MACEDONIA
S.R. 1620
QUADRANT RD.
BIS
CA
YN
E
DR.
INTER
NA
TIO
NA
L D
R.
N.W.
S.R. 14
29
RU
RAL D
R. N.W.
PL.
N.W.
RH
YL
MA
-Y32- Sta. 39+75.00
END CONSTRUCTION
-Y33- Sta. 18+50.00
BEGIN CONSTRUCTION
-Y33- Sta. 23+30.00
END CONSTRUCTION
-Y27- Sta. 11+73.36
BEGIN CONSTRUCTION
-Y32- Sta. 12+09.72
BEGIN CONSTRUCTION
-Y27- Sta. 44+65.00
END CONSTRUCTION
CA
RTER BLV
D.
RO
GER
DA
LE
-Y27RPB-
-Y27
RPD-
-Y27C-
-Y29-
-Y28-
-Y28- Sta. 21+80.00
END CONSTRUCTION
-Y29- Sta. 28+75.71
END CONSTRUCTION
-Y29- Sta. 11+65.00
BEGIN CONSTRUCTION
73
-L-
CA
CA
RETAINING WALLPOTENTIAL
RETAINING WALLPOTENTIAL
BAPTIST CHURCH
RIVER ROCK AT ODELL
DISTRIBUTION
AMAZONHUT
PIZZA
STORE
NATURAL GAS
PSNC
IMPERIAL SUPPLIES LLC
MANAGEMENT
CARDINAL LOGISTICSLEASING
MHC TRUCK
HIGHSCHOOL
EARLY COLLEGE
McDONALD'S
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