appendix d future expansion for the sr 30/sr 202l system … · 2020. 7. 29. · 1 7 t h a v e n u...
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-
SR 30: SR 303L to SR 202L | Location/Design Concept Report | April 2020
Appendix D
Future Expansion for the SR 30/SR 202L System Traffic Interchange: Eastern Leg of Interchange and HOV Ramps
-
SR 30: SR 303L to SR 202L | Location/Design Concept Report | April 2020
This page is intentionally left blank.
-
VOIDED SLA
BS - SUPER
STRUCTURE
DEPTH = 2'-
0"
BT66 - SUPE
RSTRUCTURE
DEPTH = 6'
-5• "
BT58 - SUP
ERSTRUCTUR
E DEPTH =
6'-0"
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\KY6876IDCR01F.dgn3:49:17 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\KY6876IDCR01F.dgn
BKIRKMAN-HDR6/12/2018 3:49:17 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
CO
TT
ON
LA
NE
CIT
RU
S
RO
AD
BU
LL
AR
D
AV
EN
UE
LIT
CHFIE
LD
RO
AD
EL
MIR
AG
E
RO
AD
107
TH
AV
EN
UE
97th
AV
EN
UE
91S
T
AV
EN
UE
83
RD
AV
EN
UE
75
TH
AV
EN
UE
67
TH
AV
EN
UE
C-01.01F
(FUTURE)
(FUTURE)
(FUTURE)
KEY MAP
C-04.01F to C-04.04F
C-03.01F to C-03.05F
C-02.04F to C-02.09F
C-02.01F to C-02.03F
C-01.01F
FUTURE
16 - 19
12 - 15
5 - 11
2 - 4
1
Agua Fria Riv
er
SA
RIV
AL
AV
EN
UE
ES
TR
EL
LA P
AR
KW
AY
DY
SA
RT
RO
AD
Salt River
AV
ON
DA
LE
BO
UL
EV
AR
D
SR 202
L
BROADWAY ROAD
SOUTHERN AVENUE
BASELINE ROAD
DOBBINS ROAD
LOWER BUCKEYE ROAD
MC 85
Ramp Profile Sheets
Paving Plan & Profile Sheets
Geometric Layout Sheets
Geometric Summary Sheets
Key Map - (FUTURE)
BUCKEYE ROAD
59
TH
AV
EN
UE
51S
T
AV
EN
UE
SECTION 2HSECTION 1 SECTION 3B-2
Study
SR303L, I-10 to SR30
Refer to
418 465
-
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.
CENTERLINE CONTROL POINT AND CURVE DATA TABLE
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
All bearings and angles have been rounded to the nearest second.
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings
REF NO.
PLAN
STATION
P.I./P.O.T.
C-02.01F
GEOMETRIC DATA SHEET
SR 30 (FUTURE)
(FUTURE)
27+71.54
23+11.98
16+84.38
9+77.51
8+02.73
4+56.44
1+07.86
-0+43.61
41+34.39
40+34.52
35+23.74
30+10.50
29+07.09
24+38.53
19+64.27
-0+00.14
56+67.46
55+79.47
46+03.12
35+50.59
29+10.10
25+23.35
21+30.56
8+52.46
7+11.03
5+69.49
0+00.00
185+78.87
114+45.73
105+12.16
95+45.01
78+36.66
204+97.76
133+65.26
124+69.94
115+42.41
98+28.55
N=875021.0324
N=874783.1552
N=874417.2693
N=873726.0825
N=873555.1832
N=873214.3299
N=872865.7681
N=872714.3178
N=874810.6492
N=874798.3447
N=874735.1093
N=874586.8143
N=874556.9356
N=874419.9028
N=874408.2086
N=874359.7709
N=875623.0775
N=875578.7905
N=875049.0423
N=875184.6177
N=875267.1195
N=875317.7139
N=875249.6545
N=875028.1916
N=875003.6663
N=874989.0853
N=874930.4177
N=878970.7335
N=875380.5869
N=874893.8147
N=874824.5085
N=874702.0875
N=879121.1350
N=875531.2693
N=875064.4311
N=874997.9719
N=874875.1713
E=617397.0448
E=617003.8344
E=616399.0258
E=616250.9492
E=616214.3365
E=616141.3138
E=616137.0722
E=616135.2292
E=616486.1471
E=616387.0397
E=615877.7089
E=615386.3586
E=615287.3609
E=614833.3261
E=614359.2072
E=612395.3984
E=617939.4543
E=617863.4205
E=616953.9267
E=615910.1683
E=615275.0092
E=614885.4970
E=614498.6540
E=613239.8810
E=613100.4818
E=612959.6947
E=612393.2299
E=624127.9502
E=617964.1346
E=617128.4100
E=616163.7446
E=614459.7798
E=624040.4345
E=617877.2027
E=617075.7152
E=616150.5649
E=614441.1114
3007F
3006F
3005F
3004F
3003F
3002F
3001F
3000F
907F
906F
905F
904F
903F
902F
901F
900F
810F
809F
808F
807F
806F
805F
804F
803F
802F
801F
800F
315B
314B
313B
312B
311B
371B
370B
369B
368B
367B
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
?=46°44'08"
?=11°23'41'
?=9°43'02"
?=15°22'53"
?=37°37'12"
?=17°22'45"
?=4°03'55"
?=26°06'34"
?=26°06'38"
D=3°30'08"
D=1°38'23"
D=0°56'56"
D=1°37'53"
D=1°51'15"
D=2°13'46"
D=1°26'12"
D=1°22'25"
D=1°25'57"
R=1636.00
R=3494.00
R=6038.00
R=3512.00
R=3090.00
R=2570.00
R=3988.00
R=4171.00
R=4000.00
T=706.87
T=348.59
T=513.24
T=474.26
T=1052.53
T=392.78
T=141.54
T=967.15
T=927.53
L=1334.47
L=694.88
L=1024.02
L=942.82
L=2028.88
L=779.54
L=282.96
L=1900.71
L=1822.85
Ext=146.18
Ext=17.35
Ext=21.77
Ext=31.88
Ext=174.34
Ext=29.84
Ext=2.51
Ext=110.66
Ext=106.13
Ramp NE Cst \ PC
Ramp NE Cst \ PT
Ramp NE Cst \ PI
Ramp NE Cst \ PC
Ramp NE Cst \ PT
Ramp NE Cst \ PI
Ramp NE Cst \ PC
Ramp NE Cst \ POB
Ramp NE
68th Ave Ramp D Cst \ POE
67th Ave Ramp D Cst \ PT
67th Ave Ramp D Cst \ PI
67th Ave Ramp D Cst \ PC
67th Ave Ramp D Cst \ PT
67th Ave Ramp D Cst \ PI
67th Ave Ramp D Cst \ PC
67th Ave Ramp D Cst \ POB
67th Ave Ramp D
68th Ave Ramp C Cst \ POE
67th Ave Ramp C Cst \ PT
67th Ave Ramp C Cst \ PI
67th Ave Ramp C Cst \ PC
67th Ave Ramp C Cst \ PT
67th Ave Ramp C Cst \ PI
67th Ave Ramp C Cst \ PC
67th Ave Ramp C Cst \ PT
67th Ave Ramp C Cst \ PI
67th Ave Ramp C Cst \ PC
67th Ave Ramp C Cst \ POB
67th Ave Ramp C
EB SR 30 Cst \ POE
EB SR 30 Cst \ PT
EB SR 30 Cst \ PI
EB SR 30 Cst \ PC
EB SR 30 Cst \ PI
EB SR 30
WB SR 30 Cst \ POE
WB SR 30 Cst \ PT
WB SR 30 Cst \ PI
WB SR 30 Cst \ PC
WB SR 30 Cst \ PI
WB SR 30
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GD6876IDCR01F.dgn3:49:25 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GD6876IDCR01F.dgn
BKIRKMAN-HDR6/12/2018 3:49:25 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
419 465
-
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.
CENTERLINE CONTROL POINT AND CURVE DATA TABLE
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
All bearings and angles have been rounded to the nearest second.
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings
REF NO.
PLAN
STATION
P.I./P.O.T.
C-02.02F
GEOMETRIC DATA SHEET
SR 30 (FUTURE)
(FUTURE)
0+99.87
-0+00.13
38+71.25
37+70.31
34+30.71
30+89.44
24+40.07
8+91.72
6+75.65
4+51.10
2+25.97
-0+00.08
84+08.59
83+08.89
81+73.40
80+37.77
73+78.15
68+06.04
62+27.56
48+55.29
40+93.13
23+28.02
19+57.87
10+41.65
0+96.29
0+47.77
-0+00.74
34+25.24
32+63.80
31+02.20
29+37.00
27+71.54
23+11.98
16+84.38
9+77.51
8+02.73
4+56.44
1+07.86
-0+43.61
41+34.39
40+34.52
35+23.74
30+10.50
29+07.09
24+38.53
N=877893.1911
N=877993.1837
N=877418.3309
N=877317.3904
N=876976.1456
N=876639.2124
N=875110.5411
N=875716.4852
N=875801.0452
N=875889.1518
N=876002.4650
N=876116.2379
N=876693.0382
N=876642.8577
N=876574.5939
N=876515.6043
N=876228.7152
N=875977.1167
N=875866.0860
N=875602.6981
N=875263.9110
N=873650.2570
N=873311.8626
N=872447.6131
N=871502.3187
N=871453.8112
N=871405.3005
N=875330.0931
N=875248.7594
N=875178.5532
N=875106.6729
N=875021.0324
N=874783.1552
N=874417.2693
N=873726.0825
N=873555.1832
N=873214.3299
N=872865.7681
N=872714.3178
N=874810.6492
N=874798.3447
N=874735.1093
N=874586.8143
N=874556.9356
N=874419.9028
E=616058.2397
E=616059.4565
E=616270.4773
E=616269.2490
E=616265.0964
E=616319.3298
E=616565.3874
E=617990.2426
E=618189.0825
E=618396.2618
E=618590.8026
E=618786.1328
E=619752.5655
E=619666.4135
E=619549.2153
E=619427.0860
E=618833.1233
E=618312.2250
E=617744.5023
E=616397.7466
E=614665.4595
E=615380.8027
E=615530.8150
E=615913.9424
E=615902.4393
E=615901.8490
E=615901.6658
E=617972.8226
E=617833.1832
E=617687.6311
E=617538.6084
E=617397.0448
E=617003.8344
E=616399.0258
E=616250.9492
E=616214.3365
E=616141.3138
E=616137.0722
E=616135.2292
E=616486.1471
E=616387.0397
E=615877.7089
E=615386.3586
E=615287.3609
E=614833.3261
6001F
6000F
5009F
5008F
5007F
5006F
5005F
5004F
5003F
5002F
5001F
5000F
4014F
4013F
4012F
4011F
4010F
4009F
4008F
4007F
4006F
4005F
4004F
4003F
4002F
4001F
4000F
3011F
3010F
3009F
3008F
3007F
3006F
3005F
3004F
3003F
3002F
3001F
3000F
907F
906F
905F
904F
903F
902F
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
?=9°50'28"
?=103°53'40"
?=7°10'51"
?=4°26'18"
?=14°42'55"
?=102°50'32"
?=24°36'19"
?=4°28'08"
?=5°25'20"
?=46°44'08"
?=11°23'41'
?=9°43'02"
?=15°22'53"
D=1°26'43"
D=4°43'39"
D=1°35'49"
D=1°38'13"
D=1°16'44"
D=4°04'09"
D=1°19'18"
D=1°23'00"
D=1°38'23"
D=3°30'08"
D=1°38'23"
D=0°56'56"
D=1°37'53"
R=3964.00
R=1212.00
R=3588.00
R=3500.00
R=4480.00
R=1408.00
R=4334.89
R=4141.74
R=3494.00
R=1636.00
R=3494.00
R=6038.00
R=3512.00
T=341.27
T=1548.35
T=225.14
T=135.63
T=578.48
T=1765.10
T=945.36
T=161.60
T=165.45
T=706.87
T=348.59
T=513.24
T=474.26
L=680.86
L=2197.72
L=449.68
L=271.12
L=1150.59
L=2527.27
L=1861.58
L=323.03
L=330.66
L=1334.47
L=694.88
L=1024.02
L=942.82
Ext=14.66
Ext=754.30
Ext=7.06
Ext=2.63
Ext=37.19
Ext=849.89
Ext=101.89
Ext=3.15
Ext=3.92
Ext=146.18
Ext=17.35
Ext=21.77
Ext=31.88
Ramp SE Cst \ PC
Ramp SE Cst \ POB
Ramp SE
Ramp WN Cst \ POE
Ramp WN Cst \ PT
Ramp WN Cst \ PI
Ramp WN Cst \ PCC
Ramp WN Cst \ PI
Ramp WN Cst \ PC
Ramp WN Cst \ PT
Ramp WN Cst \ PI
Ramp WN Cst \ PC
Ramp WN Cst \ POB
Ramp WN
Ramp WS Cst \ POE
Ramp WS Cst \ PT
Ramp WS Cst \ PI
Ramp WS Cst \ PC
Ramp WS Cst \ PT
Ramp WS Cst \ PI
Ramp WS Cst \ PC
Ramp WS Cst \ PT
Ramp WS Cst \ PI
Ramp WS Cst \ PC
Ramp WS Cst \ PT
Ramp WS Cst \ PI
Ramp WS Cst \ PC
Ramp WS Cst \ PI
Ramp WS Cst \ POB
Ramp WS
Ramp NE Cst \ PT
Ramp NE Cst \ PI
Ramp NE Cst \ PRC
Ramp NE Cst \ PI
Ramp NE Cst \ PC
Ramp NE Cst \ PT
Ramp NE Cst \ PI
Ramp NE Cst \ PC
Ramp NE Cst \ PT
Ramp NE Cst \ PI
Ramp NE Cst \ PC
Ramp NE Cst \ POB
Ramp NE
68th Ave Ramp D Cst \ POE
67th Ave Ramp D Cst \ PT
67th Ave Ramp D Cst \ PI
67th Ave Ramp D Cst \ PC
67th Ave Ramp D Cst \ PT
67th Ave Ramp D Cst \ PI
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GD6876IDCR02F.dgn2:55:59 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GD6876IDCR02F.dgn
BKIRKMAN-HDR6/13/2018 2:55:59 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
420 465
-
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.
CENTERLINE CONTROL POINT AND CURVE DATA TABLE
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
All bearings and angles have been rounded to the nearest second.
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings
REF NO.
PLAN
STATION
P.I./P.O.T.
C-02.03F
GEOMETRIC DATA SHEET
SR 30 (FUTURE)
(FUTURE)
205+55.97
133+89.39
125+07.77
115+94.42
75+79.43
69+38.40
62+97.11
56+49.27
49+99.78
41+87.86
33+72.69
0+00.00
72+41.79
71+40.91
67+13.20
62+81.11
50+63.85
52+28.14
24+49.27
18+34.81
17+45.81
16+56.77
4+57.93
2+78.99
0+99.87
-0+00.13
38+71.25
37+70.31
34+30.71
30+89.44
24+40.07
8+91.72
6+75.65
4+51.10
2+25.97
-0+00.08
N=879045.9307
N=875438.9035
N=874979.2034
N=874913.7437
N=874625.9897
N=874580.0283
N=874565.9468
N=874551.6854
N=874457.6975
N=874339.7329
N=874347.3728
N=874378.9820
N=876138.2571
N=876087.4791
N=875869.9928
N=875567.9756
N=874717.1435
N=872774.7931
N=875550.5449
N=876164.3125
N=876253.2492
N=876341.9113
N=877535.7125
N=877714.0819
N=877893.1911
N=877993.1837
N=877418.3309
N=877317.3904
N=876976.1456
N=876639.2124
N=875110.5411
N=875716.4852
N=875801.0452
N=875889.1518
N=876002.4650
N=876116.2379
E=624084.3856
E=617891.7164
E=617102.4873
E=616191.4870
E=612186.8244
E=611547.1813
E=610906.0436
E=610256.7146
E=609614.0657
E=608807.4742
E=607992.3380
E=604619.7992
E=619384.1832
E=619297.0119
E=618923.6496
E=618614.6425
E=617744.1186
E=615756.8140
E=615888.3677
E=615917.4565
E=615921.6716
E=615929.8280
E=616039.6512
E=616056.0602
E=616058.2397
E=616059.4565
E=616270.4773
E=616269.2490
E=616265.0964
E=616319.3298
E=616565.3874
E=617990.2426
E=618189.0825
E=618396.2618
E=618590.8026
E=618786.1328
111TC
110TC
109TC
108TC
107TC
106TC
105TC
104TC
103TC
102TC
101TC
100TC
6013F
6012F
6011F
6010F
6009F
6008F
6007F
6006F
6005F
6004F
6003F
6002F
6001F
6000F
5009F
5008F
5007F
5006F
5005F
5004F
5003F
5002F
5001F
5000F
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
?=26°06'34"
?=2°51'06"
?=7°03'44"
?=8°51'27"
?=14°07'24"
?=137°03'29"
?=2°32'34"
?=4°33'32"
?=9°50'28"
?=103°53'40"
?=7°10'51"
D=1°27'17"
D=0°13'21"
D=0°32'40"
D=0°32'40"
D=1°38'34"
D=5°14'31"
D=1°25'41"
D=1°16'24"
D=1°26'43"
D=4°43'39"
D=1°35'49"
R=3938.97
R=25764.05
R=10525.00
R=10525.00
R=3488.00
R=1093.00
R=4012.00
R=4500.00
R=3964.00
R=1212.00
R=3588.00
T=913.35
T=641.29
T=649.49
T=815.17
T=432.09
T=2778.87
T=89.04
T=179.12
T=341.27
T=1548.35
T=225.14
L=1794.98
L=1282.32
L=1297.33
L=1627.10
L=859.80
L=2614.58
L=178.04
L=358.06
L=680.86
L=2197.72
L=449.68
Ext=104.51
Ext=7.98
Ext=20.02
Ext=31.52
Ext=26.66
Ext=1893.09
Ext=0.99
Ext=3.56
Ext=14.66
Ext=754.30
Ext=7.06
Future Transit Corridor Cst \ POE
Future Transit Corridor Cst \ PT
Future Transit Corridor Cst \ PI
Future Transit Corridor Cst \ PC
Future Transit Corridor Cst \ PT
Future Transit Corridor Cst \ PI
Future Transit Corridor Cst \ PRC
Future Transit Corridor Cst \ PI
Future Transit Corridor Cst \ PRC
Future Transit Corridor Cst \ PI
Future Transit Corridor Cst \ PC
Future Transit Corridor Cst \ POB
Future Transit Corridor
Ramp SE Cst \ POE
Ramp SE Cst \ PT
Ramp SE Cst \ PI
Ramp SE Cst \ PC
Ramp SE Cst \ PT
Ramp SE Cst \ PI
Ramp SE Cst \ PC
Ramp SE Cst \ PT
Ramp SE Cst \ PI
Ramp SE Cst \ PC
Ramp SE Cst \ PT
Ramp SE Cst \ PI
Ramp SE Cst \ PC
Ramp SE Cst \ POB
Ramp SE
Ramp WN Cst \ POE
Ramp WN Cst \ PT
Ramp WN Cst \ PI
Ramp WN Cst \ PCC
Ramp WN Cst \ PI
Ramp WN Cst \ PC
Ramp WN Cst \ PT
Ramp WN Cst \ PI
Ramp WN Cst \ PC
Ramp WN Cst \ POB
Ramp WN
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GD6876IDCR03F.dgn2:56:43 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GD6876IDCR03F.dgn
BKIRKMAN-HDR6/13/2018 2:56:43 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
421 465
-
20
25
30
35
40
45
PC 33
+72.69
B
25
30
35
40
45
PC 29+
84.83
PT 32
+60.91
PC 43
+94.87
PT 46+
71.83
5
10
15
20
25
PC 9+92.38
PT 12+29.58
PC 23
+92.31
PT 26+
43.57
1965
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR01F.dgn3:49:46 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR01F.dgn
BKIRKMAN-HDR6/12/2018 3:49:46 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
15
20
25
30
31+99.13
S2°09'38"E
GEOMETRIC LAYOUT
SR 30 (FUTURE)Mid Se
ction Line
(FUTURE)
75th
AV
EN
UE
Exst WB SR30
Exst EB SR30
STA 28+00 (EB) TO 57+00 (EB)
Corridor Cst \
Future Transit
C-02.04F
Cst \ Sta 51+36.09
Future Transit Corridor
Cst \ Sta 1949+91.20
235.50' Rt, Exst SR30
Cst \ POB Sta 5+00.00=
Begin Future Transit Corridor
Section
Lin
e
Cst \ Sta 51+36.09
Future Transit Corridor
51950
Exst 75th Ave
102TC
100TC
101T
C
SE
E
DW
G
NO
C-02.05F
POE Sta 1966+00.05
End SR 30 Cst \
Sta 1966+00.05
61' Lt SR 30 Cst \
POB Sta 21+11.26=
Begin WB SR 30 Cst \
Sta 1966+00.05
61' Rt SR 30 Cst \
POB Sta 0+99.34=
Begin EB SR 30 Cst \
422 465
-
50
55
60 65
70 75
PR
C 49+
99.78
PRC 62+97.11PT 75+79.43
B
B
50
55
60
65
70 75
PC 53
+85.57
PCC 57+07.06 PCC 61+26.20PCC 72+16.07
PT 72+72.26
PI 75+89.54
30
35
40
45
50 5
5
PC 35+
77.07
PT 56+48.63
5 10
15 2
0
PC 0+
98.77
PT 3
+90.71
PC 9+
67.13
PT 12
+30.31
PC 13
+93.74
PT 17+
57.91
PT -0+61.25
5
10
15
PC 1+
13.04
PT 3
+66.99
PC 9+78.66
PT 11+39.28
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR02F.dgn3:49:53 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR02F.dgn
BKIRKMAN-HDR6/12/2018 3:49:53 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
GEOMETRIC LAYOUT
SR 30 (FUTURE)
Mid Section Line
(FUTURE)
Exst WB SR30
Exst EB SR30
STA 28+00 (EB) TO 57+00 (EB)
Corridor Cst \
Future Transit
Mid Section
Lin
e
C-02.05F
Ramp AExst 67th Ave
Ramp BExst 67th Ave
Exst Ramp EN
Exst Ramp NW
Cst \ Sta 51+36.09
Future Transit Corridor
PC 1+00.96
104TC
106TC
107TC
105TC
103
TC
SE
E
DW
G
NO
C-02.04F
SE
E
DW
G
NO
C-02.06F
25
423 465
-
80
85
90
95
100
105
80 85
90
95
60
65
70
75
5
10
PC 0+
99.85
PT 2
+66.58
PC 9+39.54
5
10
15
20
25 3
0
PC 1+00.96
PT 2+79.96
PC 21+
12.14
PT 22
+34.97
PC 28+
41.15
0
5
10
15
20
25
PC 13
+83.05
PT 23+
00.20
5
10PT 4+80.73
PC 9+
19.70
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR03F.dgn3:50:00 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR03F.dgn
BKIRKMAN-HDR6/12/2018 3:50:00 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
100
105
80
85
5
10
15
20 25
PC 19+
64.27
5
10
15
20 2
5
PC 5+
69.49
PT 8+
52.46
PC 21+
30.56
B
B
B
S0°05'13"
W
10
15
20
25
PC 28+40.14
GEOMETRIC LAYOUT
Mid Section
Lin
e
Section
Lin
e
SR 30 (FUTURE)
Exst Ramp EN
Mid Section Line
Cst \
67th Ave Ramp C
(FUTURE)
2+58.72
67th
AVE
NU
E
Sta 85+06.55
EB SR 30 Cst \
311B
367BExst WB SR30
Exst EB SR30
Exst Ramp EN
Exst Ramp NW+
+
802F
800F
801F
803F
804F
805F
900F
901F
902F
Sta 105+05.81
WB SR 30 Cst \
POB Sta 98+28.55
Begin WB SR 30 Cst \
POB Sta 78+36.66
Begin EB SR 30 Cst \
Corridor Cst \
Future Transit
STA 57+00 (EB) TO 86+00 (EB)
Exst 67th Ave
Cst \ Sta 17+10.62
3.11' Rt, Exst 67th Ave
Cst \ POB Sta 0+00.00=
Begin 67th Ave Ramp C
Cst \ Sta 22+81.26
0.07' Rt, Exst 67th Ave
Cst \ POB Sta -0+00.14=
Begin 67th Ave Ramp D
SE
E
DW
G
NO
C-02.05F
SE
E
DW
G
NO
C-02.07F
C-02.06F
424 465
-
15
20
35
40
45
5
10
15
20
PT 6+00.52
PC 10+27.8
7
PT 19+
69.10
PC 19+
84.05
30
35
40
45
50
55
PT 51+
84.99
15
20
95
100
105
PC 90+98.42
PT 92+96.33
PC 101+96.30
PT 104+74.92
PC 106+36.54
5
10
15
20
PT 5+61.92
PC 11+88.82
PT 20+
42.22
90
95
100
105
PC 91+45.89
PT 93+65.59
110
115
120 125
130
135
PC 115+
94.42
PT 13
3+
89.39
B
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR04F.dgn3:50:08 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR04F.dgn
BKIRKMAN-HDR6/12/2018 3:50:08 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
110
115
120
125
130
135
PC 115+
42.41
PT 13
3+
65.26
90
95
100
105
115
PC 95+
45.01
PT 11
4+
45.73
30
35
40
PT 29+
07.09
PC 30+
10.50
PT 40+34.52
30
35
40
45
50
55
PT 29+
10.10
PC 35+
50.59
PT 55+
79.47
25
30
35
40
45
50
55
PC 24+49.27
PT 50+63.8
5
1015
20
30
35
40
45
50 55 60
PT 48+
55.29
PC 62
+27.56
15
20
25
30
PT 23+
11.98
PC 2
7+71.
54
PRC 3
1+02.2
0
B B
B
B
B
(FUTURE)Exst Ramp EN
Exst Ramp NW
Exst Ramp SW
30
Exst SB SR 202L
Exst NB SR 202L
Exst Ramp ES
Frontage Ramp
Exst SB
Baseline Frontage
Exst Broadway-
Broadway Frontage
Exst Baseline-
Frontage Ramp
Exst NB
Exst Ramp EN
Ramp WS Cst \
Ramp WN Cst \
Ramp SE Cst \ Ramp NE Cst \
Cst \
67th Ave Ramp C
Cst \
67th Ave Ramp D
WB SR30 Cst \
EB SR30 Cst \
312
B
313B 314
B
368
B
369B
370B
903F
904F
905F
906F
806
F
807F
808F
809F
PT 48+
55.29
907FCst \ Sta 98+62.17
49.12' Rt, EB SR30
Cst \ POE Sta 41+34.39=
End 67th Ave Ramp D
+
810
F
+
Cst \ Sta 134+
65.26
48.00'
Rt,
WB S
R30
Cst \ P
OE Sta 56+
67.46=
End 67th
Ave
Ra
mp
C
4006F
4007F
4008F
6007F
6008F
6009F
5005F
3005F
3006F
3007
F
3009F
3008F
3010F
3011F
+
Cst \ Sta
114+2
8.02
48.04'
Rt, E
B SR
30
\ PT Sta
= 34
25.2
4
End
Ramp N
E Cst
Corridor Cst \
Future Transit
GEOMETRIC LAYOUT
SR 30 (FUTURE)
STA 86+00 (EB) TO 115+00 (EB)
110
TC
108
TC
109TC
SEE DWG NO C-02.12F
SEE DWG NO C-02.11F
SE
E
DW
G
NO
C-02.06F
SE
E
DW
G
NO
C-02.08F
PT 20+
42.22
Section
Lin
e
59th
AVE
C-02.07F
425 465
-
140
145
150
155
160
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR05F.dgn3:50:15 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR05F.dgn
BKIRKMAN-HDR6/12/2018 3:50:15 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
56+79.59
135 140
145
150 1
55
160
PT 133
+65.26
115
120
125
130
135
140
PT 114+
45.73
60
65
70
PC 62+
81.
11
PT 71+
40.91
5
10
PC 2
+25.97
PT 6+
75.65
PC 8+
91.72
65
70
75
80
PT 73
+78.15
PC 80+
37.77
PT 83
+08.89
B
B
B
B
GEOMETRIC LAYOUT
SR 30 (FUTURE)
(FUTURE)
Section Line
Section Line
2030
19
29
Ramp SE Cst \
6010
F
6012F
6011F
6013F+
Cst \ Sta 130+54.14
60.01' Rt, EB SR30
POE Sta 72+41.79=
End Ramp SE Cst \
EB SR30 Cst \
WB SR30 Cst \
Ramp WN Cst \
4014FCst \ Sta 155+70.50
60.00' Lt, WB SR30
POE Sta 84+08.59=
End Ramp WS Cst \
+
4013F
4012F
4011F
Ramp WS Cst \
4010
F
4009F
5000F
+
Cst \ Sta 144+45.09
48.00' Lt, WB SR30
POB Sta -0+00.08=
Begin Ramp WN Cst \
5001F
5002F
5003F
5004F
10
135
STA 115+00 (EB) TO 144+00 (EB)
Corridor Cst \
Future Transit
SE
E
DW
G
NO
C-02.07F
SE
E
DW
G
NO
C-02.09F
BROADWAY ROAD
59th
AVE
C-02.08F
426 465
-
165
170
175
180
185
EB SR 30 Cst \
WB SR 30 Cst \
Section Line
(FUTURE)
Corridor Cst \
Future Transit
GEOMETRIC LAYOUT
SR 30 (FUTURE)
STA 144+00 (EB) TO 168+00 (EB)
BROADWAY ROAD
SE
E
DW
G
NO
C-02.08F
SE
E
DW
G
NO
C-02.10F
C-02.09F
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR06F.dgn3:50:22 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR06F.dgn
BKIRKMAN-HDR6/12/2018 3:50:22 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
165
170
175
180
185
145
150
155
160
165
427 465
-
190
195
200
205
Section Line
GEOMETRIC LAYOUT
SR 30 (FUTURE)
(FUTURE)
EB SR30 Cst \
WB SR30 Cst \
371BPOE Sta 204+97.76
End WB SR30 Cst \
315BPOE Sta 185+78.87
End EB SR30 Cst \
POE Sta 205+55.97
Railroad Cst \
End Potential Future
Corridor Cst \
Future Transit
STA 168+00 (EB) TO POE (EB)
111TC
SE
E
DW
G
NO
C-02.09F
43rd
AVE
NUE
C-02.10F
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR07F.dgn3:50:29 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR07F.dgn
BKIRKMAN-HDR6/12/2018 3:50:29 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
190
195
200
170
175
180
185
428 465
-
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR08F.dgn3:50:36 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR08F.dgn
BKIRKMAN-HDR6/12/2018 3:50:36 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
PT 29
+07.0
9
PC 30+
10.50
5
10
15
20
25
30
PT 19
+57.87
PC 23+
28.02
0
5
10
15
PC 1+
07.86
PT 8+
02.73
PC 9+
77.51
B
B
50
55
60
65
70
75
PT 51+23.69
PC 64+88.21
PT 75+13.71
5
PT 6+
00.52
30
35
40
20
25
30
35
PT 26+
12.81
PC 30+
76.23
65
70
75
80
85
90
PC 64+
15.98
PT 72+
03.61
PC 82+
72.96
PT 88+
39.89
PC 90+
98.42
10
15
PT 15+
73.88
5
PC 1+
17.65
PT 5+
61.
92
10
15
PT 11+
13.60
65
70
75
80
85
90
PT 67+
00.63
PC 68+
49.17 P
T 85+
85.27
PC 91+
45.89
3210
3215
3220
3225
3230
3235
PT 3207+10.87
3210
3215
3220
3225
3230
3235
GEOMETRIC LAYOUT
SR 30 (FUTURE)
STA 2128+00 TO 2136+68.40
(FUTURE)
Ramp NE Cst \
Ramp WS Cst \
4002F
4003F
4004F
4005F
4006F
3001F
3003F
3004F
3002F
3005F
Exst NB SR 202LExst SB SR 202L
Exst Ramp ES
Broadway FrontageExst Baseline-
Baseline FrontageExst Broadway -
Exst Ramp EN
Mid Section
Lin
e
Mid Section Line
3000FCst \ Sta 3219+09.36
24.00' Rt, NB SR 202L
POB Sta -0+43.61=
Begin Ramp NE Cst \
4000FCst \ Sta 3206+14.35
60.00' Lt, SB SR 202L
PC Sta -0+00.74=
Begin Ramp WS Cst \
SE
E
DW
G
NO
C-02.07F
C-02.11F
4001F
PC 0+
96.28
PI
0+
47.77
429 465
-
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\GL6876IDCR09F.dgn3:50:43 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\GL6876IDCR09F.dgn
BKIRKMAN-HDR6/12/2018 3:50:43 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
25 30
35 40
45
PT 26+
87.92
PC 40+
88.29
PT 44+
45.39
PC 19+84.05
60
65
70
PC 61+
24.77
PT 70+99.65
110
PT 108+
65.22
5 10
15
20
PC 2+53.04
PT 4+
27.08
PC 4+
62.45
PT 6+
46.55
PC 9+
32.40
PT 10+
68.10
25
30
PT 20+42.22 PC 27+14.57
110
5
10
15
20
PC 1+
76.22
PT 6+
97.76
PC 10+
84.09
PT 13
+11.17
3250
3260
3265
3270
3275
PRC 3248+46.29
PC 3274+
82.58
3250
3260
3265
3270
3275
PT 3254+79.90
45
3255
PT 3254+63.65
3255
50
PC 50+69.06
35
40
5
10
15
20
PC 0+
99.87
PT 4+
57.93
PC 16+
56.77
PT 18+
34.81
25
30
35
PC
C 30+
89.44
PT 37+
70.31
PT 48+5
5.29
B
B
B
Mid Section
Lin
e
GEOMETRIC LAYOUT
SR 30 (FUTURE)
(FUTURE)
5009FCst \ Sta 3266+15.60
60.00' Rt, NB SR 202L
POE Sta 38+71.25=
End Ramp WN Cst \
6001F
6003F
6002F
6004F
6006
F
6005F
5008F
5007F
5006
F
5005F
Exst NB SR 202LExst SB SR 202L
Exst Broadway Blvd
Exst Ramp SWExst SB Frontage Ramp
Baseline FrontageExst Broadway -
Broadway FrontageExst Lower Buckeye -
Lower Buckeye FrontageExst Broadway -
Exst Ramp EN
SE
E
DW
G
NO
C-02.07F
6000FCst \ Sta 3279+03.97
24.00' Lt, SB SR 202L
POB Sta -0+00.13=
Begin Ramp SE Cst \
Frontage RampExst NB
BR
OA
DW
AY
RO
AD
Broadway FrontageExst Baseline-
Ramp WN Cst \
Ramp SE Cst \
C-02.12F
430 465
-
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V V
T
T
T
T
T
T
T
T
T
T
T M
M
M M
M
M
M M
M M
M M
M
M
M
M
M
FH
FH
FH
FH
FH
FH
6"PE (SWG)
2"PE (SWG)
2"PE (SWG)
12k
V (S
RP)
42"CIP (SRP)
42"
RGRCP (S
RP)
30"CIP
P (S
RP)
48"RGRCP (SRP)
42"R
GR
CP (S
RP)
69k
V (S
RP)
69 & 12kV (SRP)
230kV (SRP)
69 & 12kV (SRP)
42"CIP (S
RP)
48"RGRCP (SRP)
12"DIP (COP)
8"DIP (COP)
12"DIP (C
OP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
12"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
6"DIP (C
OP)
6"DIP (COP)
6"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
12"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (C
OP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
12"DIP (COP)
12"A
CP (C
OP)
12"DIP (COP)
12"A
CP (C
OP)
54"DIP (C
OP)
54"DIP (C
OP)
(QL
N)
81"
RC
P (C
OP)
90"RCP (COP)
90"RCP (COP)
8"DIP (C
OP)
10"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
90"RCP (COP)
90"RCP (COP)
8"DIP (COP)
12"DIP (C
OP)
90"RCP (COP)
90"RCP (COP)
96" (F
CD
MC)
TR
EN
CH (P
VT)
54"P
CC
P (C
OP)
30"R
GR
CP (S
RP)
8"DIP (COP)
8"DIP (C
OP)
54"P
CC
P (C
OP)
QL-
A
30"RGRCP (SRP)
24"RGRCP (SRP)
TRENCH (SRP)
30"CIP
P (S
RP)
2030
19
29
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PP6876IDCR01F.dgn2:58:34 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PP6876IDCR01F.dgn
BKIRKMAN-HDR6/13/2018 2:58:34 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
100
105
110
115
120
125
130 135
80
85
90
95
100
105
110
115
5
10
15
20
25
30
35
40
45
50 55
30
35
40
45
50
55
60
65
5
10
15
20
25
30
35
40
10
15
20
25
30
35
40 50
55
10
15
20
25
30
35
20
25
30
ONLY
ONLYONLY
New R/W
New R/W
Mid Section
Lin
e
Mid Section Line
Section
Lin
e
Section Line
2035
SR 30 Cst \
Future WB
SR 30 Cst \
Future EB
C-03.01F
STA 2033+00 TO 2085+00
SR 30 (FUTURE)
PLAN SHEET
Section Line
Ramp SE Cst \
Ramp WS Cst \
Ramp WN Cst \
Ramp NE Cst \
SE
E
DW
G
NO
C-03.02F
Cst \
67th Ave Ramp D
(FUTURE)
BROADWAY ROAD
Ramp SE Cst \
525
530
Sta 2043+30.52
SR 30 Cst \
Begin EB
67th
AVE
NU
E
Transit Corridor
Future
Cst \
67th Ave Ramp C
Sta 98+28.55
WB SR 30 Cst \
Begin Future
SEE DWG NO C-03.03F
431 465
-
TR
EN
CH (P
VT)
36" RGRCP (SRP)
36"RGRCP (SRP)
36"
RG
RCP (S
RP)
30" RGRCP (SRP)
TRENCH (SRP)
30"RGRCP (SRP)
36"R
GR
CP (S
RP)
12kV (SRP)
96" (C
OP)
72"RCP (COP)
36"RCP (COP)
48"R
GR
CP (S
RP)
12"DIP (COP)
8"DIP (C
OP)
6"DIP (COP)
6"DIP (COP)
6"DIP (C
OP)
6"DIP (C
OP)
6"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
6"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
6"DIP (COP)
6"DIP (COP)
8"DIP (COP)
6"DIP (COP)
6"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
12"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (C
OP)
12"DIP (COP)
12"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
DIPPED MAIN
8"DIP (COP)
8"DIP (C
OP)
DIPPED MAIN
8"DIP (COP)
DIPPED MAIN
8"DIP (COP)
8"DIP (C
OP)
8"DIP (C
OP)
8"DIP (COP)
DIPPED MAIN
8"DIP (COP)
8"DIP (C
OP)
12"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
10"DIP (C
OP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
10"DIP (COP)
12"DIP (C
OP)
8"DIP (COP)
10"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
12"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
8"DIP (COP)
15"DIP (C
OP)
15"DIP (COP)
15"DIP (COP)
8"DIP (COP)
8"DIP (COP)
15"DIP (C
OP)
8"DIP (COP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
8"DIP (C
OP)
8"DIP (COP)
36"RCP AMERPLATE
72"RCP (COP)
15"DIP (COP)
36" RGRCP (SRP)
(PVT)
WELL
8"DIP (COP)
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PP6876IDCR02F.dgn3:51:00 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PP6876IDCR02F.dgn
BKIRKMAN-HDR6/12/2018 3:51:00 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
140
145
150
155
160
165
170
175
180
185
190
195
120
125
130
135
140
145
150
155
160
165
170
175
70
75
80
60
65
70
5
200
180
185
Section Line
Ramp SE Cst \
(FUTURE)
BROADWAY ROADS
EE
AB
OVE
SE
E
BE
LO
W
Transit Corridor
Future
Transit Corridor
Future
C-03.02F
SE
E
DW
G
NO
C-03.01F
Section Line
Section Line
STA 118+00 (EB) TO POE
SR 30 (FUTURE)
PLAN SHEET
Ramp WS Cst \
Ramp WN Cst \
Sta -0+00.08
POB Cst \
Begin Ramp WN
Sta 72+41.79
POE Cst \
End Ramp SE
SR 30 Cst \
Future WB
SR 30 Cst \
Future EB
SR 30 Cst \
Future WB
SR 30 Cst \
Future EB
Sta 204+97.76
POE Cst \
End WB SR 30
Sta 185+78.87
POE Cst \
End EB SR 30
Sta 84+08.59
POE Cst \
End Ramp WS
432 465
-
30
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PP6876IDCR03F.dgn3:51:09 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PP6876IDCR03F.dgn
BKIRKMAN-HDR6/12/2018 3:51:09 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
5 10 1
5
20
25
40
0
5
10
15
New R/W
Mid Section Line
C-03.03F
STA 2033+00 TO 2085+00
SR 30 (FUTURE)
PLAN SHEET
Ramp NE Cst \
SE
E
DW
G
NO
C-03.01F
(FUTURE)
Mid Sectio
n
Lin
e
New R/W
Ramp WS Cst \
Sta -0+00.74
Begin Ramp WS Cst \
Sta -0+43.61
Begin Ramp NE Cst \
433 465
-
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR01F.dgn3:51:15 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR01F.dgn
BKIRKMAN-HDR6/12/2018 3:51:15 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
+00.00
-1.3922%
800' VC
k=211.55
PI
99+
00.00
Ele
v=
1007.18
+00.00
+00.00
PI
114+
00.00
Ele
v=
1043.03
+00.00 +
00.00
PI
129+
00.00
Ele
v=
1010.56
+00.00
+2.389
5%-2.1645%
+0.8448%
800' VC
k=211.55
1000' VC
SDs=688'
k=219.59
800' VC
k=265.84
PI
79+
00.00
Ele
v=
1007.49
+00.00
+00.00
PI
94+
00.00
Ele
v=
1042.60
+00.00 +
00.00
PI
109+
00.00
Ele
v=
1011.56
+00.00
+2.340
4%-2.0693%
+0.8497%
800' VC
k=221.41
1000' VC
SDs=700'
k=226.77
800' VC
k=274.07
+00.00
-1.2728%
1060
1040
1020
1000
980
980
1000
1020
1040
1060
980
1000
1020
1040
1060
1060
1040
1020
1000
980
WESTBOUND
EASTBOUND
(FUTURE)
Exst Proposed
100 110 120 130 140
k=211.55
800' VC
PI
99+
00.00
Ele
v=
1007.18
120110
100 90 80 70
90
Exst Proposed
Ele
v=
1007.49
PI
79+
00.00
k=221.41
800' VC
+00.00
+00.00
C-04.01F
SR 30
Cst \
Begin Future
WB
Sta 98+
28.55
SR 30
Cst \
Begin Future
EB
Sta 76+
36.66
POB STA to 117+00 (EB)
SR 30 (FUTURE)
PROFILE SHEET
434 465
-
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR02F.dgn3:51:22 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR02F.dgn
BKIRKMAN-HDR6/12/2018 3:51:22 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
+00.00
PI
142
+00.00
Ele
v=
1021.54
+00.00
+00.00
PI
156+
00.00
Ele
v=
1007.54
+00.00 PI
194+
00.00
Ele
v=
1022.74
-1.0000% +0.4000%
800' VC
SDs=985'
k=433.64
800' VC
k=571.43
+00.00
PI
122
+00.00
Ele
v=
1022.61
+00.00
+00.00
PI
137+
00.00
Ele
v=
1008.03
+00.00 PI
173
+81.58
Ele
v=
1022.76
-0.9714% +0.4000%
800' VC
SDs=993'
k=439.29
800' VC
k=583.33
1060
1040
1020
1000
980
980
1000
1020
1040
1060
980
1000
1020
1040
1060
1060
1040
1020
1000
980
WESTBOUND
EASTBOUND
(FUTURE)
150 160 170 180 190
170160
150140130120
140
C-04.02F
STA 117+00 (EB) TO
SR 30 (FUTURE)
PROFILE SHEET
435 465
-
1000
1000
0 10 20 30 40 50
40 50
(FUTURE)67TH AVENUE RAMP C
(FUTURE)67TH AVENUE RAMP D
RAMPS C AND D
67TH AVENUE
PROFILE SHEET (FUTURE)
(FUTURE)
980
1020
1040
1060
1080
980
1020
1040
1060
1080
1080
1060
1040
1020
1000
980
1080
1060
1040
1020
1000
980
30 20 10 0 C-04.03F
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR03F.dgn3:51:28 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR03F.dgn
BKIRKMAN-HDR6/12/2018 3:51:28 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
PI
0+
00.00
Ele
v=
1001.05
+00.00
PI
13
+00.00
Ele
v=
1007.55
+00.00
+50.00
PI
29+
50.00
Ele
v=
1072.28
+50.00
+65.00
PI
41+
65.00
Ele
v=
1029.16
+65.00
+0.5000%
+3.92
30%
-3.5489%
800' VC
k=233.71
1000' VC
SDs=537'
k=133.83
800' VC
SDs=1990'
k=537.78PI
00+-0.00
Ele
v=
997.36
+00.00
PI
9+
00.00
Ele
v=
1001.49
+00.00
+00.00
PI
26+
50.00
Ele
v=
1063.62
+00.00
PI
34+
50.00
Ele
v=
1036.42
+00.00
PI
37+
16.46
Ele
v=
1035.88
+0.4598%
+3.55
00%
-0.2038%
800' VC
k=258.88
1100' VC
SDs=584'
k=158.27
500' VC
k=156.44
436 465
-
1000
1020
1040
1060
1060
1040
1020
1000
30
1060
1040
1020
1000 1000
1020
1040
1060
20 0 10
SR 30 (FUTURE)
RAMP NE
SR 30 (FUTURE)
RAMP WN
(FUTURE) 35 25 15 5 C-04.04F
RAMP NE & RAMP WN
PROFILE SHEET
SR 30 (FUTURE)
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR04F.dgn3:51:34 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR04F.dgn
BKIRKMAN-HDR6/12/2018 3:51:34 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
PI
6+
10.00
Ele
v=
1021.72
+50.00
PI
9+
00.00
Ele
v=
1020.41
+50.00
PI
17+
00.00
Ele
v=
1046.81
+50.00
PI
25+
00.00
Ele
v=
1015.61
+50.00
PI
28+
18.00
Ele
v=
1013.74
-0.5896%
500' VC
k=133.33
1100' VC
SDs=574'
k=152.78
500' VC
SDs=659'
k=151.04-0.4500%
PI
7+
56.00
Ele
v=
1015.64
+00.00
PI
13
+50.00
Ele
v=
1009.70
+00.00
+00.00
PI
25+
00.00
Ele
v=
1049.95
+00.00
PI
33
+91.00
Ele
v=
1032.46
-1.0000%
+3.50
00%
-1.9627%700' VC
k=155.56
1000' VC
SDs=629'
k=183.06
437 465
-
1020
1040
1060
1080
1080
1060
1040
1020
35 45 55
1080
1060
1040
1020 1020
1040
1060
1080
65 75
25 5 15
55
SR 30 (FUTURE)
RAMP SE
SR 30 (FUTURE)
RAMP SE
(FUTURE)
MA
TC
H
LIN
E S
TA 55
+00
BE
LO
W
1000 MA
TC
H
LIN
E S
TA 55
+00
AB
OV
E
C-04.05F
RAMP SE
PROFILE SHEET
SR 30 (FUTURE)
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR05F.dgn3:51:41 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR05F.dgn
BKIRKMAN-HDR6/12/2018 3:51:41 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
PI
7+
63.00
Ele
v=
1023.63
+00.00
PI
20+
00.00
Ele
v=
1050.00
+00.00
+55.00
PI
32
+55.00
Ele
v=
1082.02
+55.00
+100.00
PI
50+
00.00
Ele
v=
1029.67
+100.00
+2.1318
%
+2.551
4%
-2.9999%
800' VC
k=1906.74
1400' VC
SDs=738'
k=252.19
800' VC
k=347.52
PI
67+
41.30
Ele
v=
1017.52
-0.6979%
438 465
-
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
ROADWAY DESIGN SERVICESCHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0234687\PR6876IDCR06F.dgn3:51:47 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0234687\PR6876IDCR06F.dgn
BKIRKMAN-HDR6/12/2018 3:51:47 PM
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
03/15
03/15
03/15
H6876 01L
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
Review
L/DCRCADD BWB
JMB
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
SR 30, SR 303L TO SR 202L
RECORD DRAWING
PI
6+
06.91
Ele
v=
1014.78
+00.00
PI
15+
00.00
Ele
v=
1019.87
+00.00
+0.5700%
+4.8
500%
800' VC
k=186.91
+50.00
PI
39+
50.00
Ele
v=
1138.69
+50.00
1400' VC
SDs=591'
k=161.85
+25.00
PI
71+
25.00
Ele
v=
1018.04
+25.00
PI
76+
70.62
Ele
v=
1013.30
-3.8000%
-0.8697%
800' VC
k=273.01
1070
1090
1100
1130
1090
1070
1050
1030
35 45
25 5 15
SR 30 (FUTURE)
RAMP WS
(FUTURE)
SR 30 (FUTURE)
RAMP WS
1010
55
MA
TC
H
LIN
E S
TA 55
+00
BE
LO
W
1140
MA
TC
H
LIN
E S
TA 55
+00
AB
OV
E
65 55 75 85
1090
1070
1050
1030
1010
C-04.06F
RAMP WS
PROFILE SHEET
SR 30 (FUTURE)
439 465
-
VOIDED SLA
BS - SUPER
STRUCTURE
DEPTH = 2'-
0"
BT66 - SUPE
RSTRUCTURE
DEPTH = 6'
-5• "
BT58 - SUP
ERSTRUCTUR
E DEPTH =
6'-0"
STATEF.H.W.A.
REGION
ARIZ.
PROJECT NO.SHEET
NO.
TOTAL
SHEETS
9
ARIZONA DEPARTMENT OF TRANSPORTATION
DRAWN
DATE
CHECKED
NAME
INTERMODAL TRANSPORTATION DIVISION
TRACS NO. OF
LOCATIONROUTE
c:\pwworking\phx\d0537884\KY6876IDCR01_HOV1.dgn3:55:35 PM
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
RE
VISIO
NS-
SU
RV
EY
NO.
FINIS
HE
D P
LA
NS-
LO
CA
TIO
N-
DA
TE-
DWG NO
c:\pwworking\phx\d0537884\KY6876IDCR01_HOV1.dgn
BKIRKMAN-HDR6/12/2018 3:55:35 PM
Review
NOT FOR
CONSTRUCTION
OR RECORDING
DESIGN
030 MA 000
CADD
BWB
03/15
03/15
03/15
H6876 01L
ROADWAY DESIGN SERVICES
INITIAL
1-800-STAKE-IT
602-263-1100working days before you dig.
Call BLUE STAKE CENTER two
(782-5348)
-OR-
Within Maricopa County
SR 30
L/DCR
TEL (602) 522-7700
PHOENIX, AZ 85018-2311
SUITE 350
3200 E. CAMELBACK ROAD
HDR, INC.
JMB
SR 30, SR 303L TO SR 202L
RECORD DRAWING
CO
TT
ON
LA
NE
CIT
RU
S
RO
AD
BU
LL
AR
D
AV
EN
UE
LIT
CHFIE
LD
RO
AD
EL
MIR
AG
E
RO
AD
107
TH
AV
EN
UE
97th
AV
EN
UE
91S
T
AV
EN
UE
83
RD
AV
EN
UE
75
TH
AV
EN
UE
67
TH
AV
EN
UE
Agua Fria Riv
er
SA
RIV
AL
AV
EN
UE
ES
TR
EL
LA P
AR
KW
AY
DY
SA
RT
RO
AD
Salt River
AV
ON
DA
LE
BO
UL
EV
AR
D
SR 202
L
BROADWAY ROAD
SOUTHERN AVENUE
BASELINE ROAD
DOBBINS ROAD
LOWER BUCKEYE ROAD
MC 85
BUCKEYE ROAD
59
TH
AV
EN
UE
51S
T
AV
EN
UE
SECTION 2SSECTION 1 SECTION 3B-2
Study
SR303L, I-10 to SR30
Refer to
HOV (OPTION 1) C-01.01HOV1
HOV OPTION 1
KEY MAP
440 465
-
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.
CENTERLINE CONTROL POINT AND CURVE DATA TABLE
Use the control points provided and their respective state plane coordinates to re-establish the centerline of each roadway.
All bearings and angles have been rounded to the nearest second.
LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid BearingsREF NO.
PLAN
STATION
P.I./P.O.T.LOCATION COORDINATES G.A.F. = 1.00016All Coordinates Are Ground Coordinates And All Bearings Are Grid Bearings
REF NO.
PLAN
STATION
P.I./P.O.T.
C-02.01HOV1HOV (OPTION 1)
GEOMETRIC DATA SHEET
SR 30 (HOV OPTION 1)
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
SIMPLE
D=1°37'53"
D=1°28'01"
D=2°45'45"
D=0°42'54"
D=1°38'34"
D=0°42'54"
D=3°19'29"
D=1°38'13"
D=1°38'13"
D=0°57'18"
D=3°27'58"
D=1°38'13"
D=1°38'34"
T=87.85
T=289.72
T=1387.60
T=150.56
T=146.20
T=164.79
T=1584.70
T=122.62
T=140.03
T=76.52
T=1519.85
T=76.17
T=75.94
?=2°51'58"
?=8°29'03"
?=67°34'08"
?=2°09'11"
?=4°48'01"
?=2°21'23"
?=85°12'08"
?=4°00'47"
?=4°34'56"
?=1°27'41"
?=85°11'38"
?=2°29'37"
?=2°29'41"
L=175.67
L=578.39
L=2445.86
L=301.08
L=292.23
L=329.52
L=2562.63
L=245.14
L=279.91
L=153.04
L=2457.87
L=152.32
L=151.87
Ext=1.10
Ext=10.73
Ext=421.38
Ext=1.41
Ext=3.06
Ext=1.69
Ext=617.87
Ext=2.15
Ext=2.80
Ext=0.49
Ext=592.52
Ext=0.83
Ext=0.83
R=3512.00
R=3906.00
R=2074.00
R=8012.00
R=3488.00
R=8012.00
R=1723.28
R=3500.00
R=3500.00
R=6000.00
R=1653.00
R=3500.00
R=3488.00
E=619995.5485
E=619639.5502
E=619565.9401
E=619490.0242
E=617869.8720
E=617619.5211
E=617350.3962
E=616061.4422
E=616044.5860
E=616025.8157
E=616023.9868
E=616016.5032
E=616006.5196
E=615999.2526
E=616004.2304
E=616190.6247
E=616171.6814
E=616162.9300
E=616160.9518
E=616138.8437
E=616119.8204
E=614539.1911
E=612697.7629
E=612575.4603
E=612454.0725
E=612294.6262
E=612156.0008
E=612016.2378
E=616144.7260
E=616147.8546
E=616148.8752
E=616147.9441
E=616124.8104
E=616106.3169
E=614590.3727
E=612731.3676
E=612655.3897
E=612579.2463
E=612042.1322
E=611966.2176
E=611890.4681
78+38.85
74+13.96
73+26.14
72+38.29
53+63.34
50+74.67
47+84.95
37+26.69
23+39.09
7+93.92
6+43.40
4+92.84
2+91.98
1+45.95
-0+00.25
76+10.84
72+54.15
70+89.41
69+24.62
50+82.95
41+05.03
25+20.32
6+74.15
5+51.63
4+29.01
2+67.95
1+28.07
-0+11.96
74+63.76
72+29.19
71+52.68
70+76.16
51+74.96
42+36.94
27+17.09
8+53.29
7+77.14
7+00.97
1+63.64
0+87.72
0+11.78
514HOV-1
513HOV-1
512HOV-1
511HOV-1
510HOV-1
509HOV-1
508HOV-1
507HOV-1
506HOV-1
505HOV-1
504HOV-1
503HOV-1
502HOV-1
501HOV-1
500HOV-1
412HOV-1
411HOV-1
410HOV-1
409HOV-1
408HOV-1
407HOV-1
406HOV-1
405HOV-1
404HOV-1
403HOV-1
402HOV-1
401HOV-1
400HOV-1
312HOV-1
311HOV-1
310HOV-1
309HOV-1
308HOV-1
307HOV-1
306HOV-1
305HOV-1
304HOV-1
303HOV-1
302HOV-1
301HOV-1
300HOV-1
N=876732.3080
N=876500.3660
N=876452.4071
N=876408.1888
N=875464.5071
N=875318.6865
N=875211.3974
N=874697.5442
N=873310.0416
N=871764.9852
N=871614.4394
N=871464.0686
N=871263.4622
N=871117.4427
N=870971.3273
N=878987.1
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