appendix d future expansion for the sr 30/sr 202l system … · 2020. 7. 29. · 1 7 t h a v e n u...

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

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EY

NO.

FINIS

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LA

NS-

LO

CA

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N-

DA

TE-

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VISIO

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SU

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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.


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 \ 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 \ 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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE

c:\pwworking\phx\d0234687\GD6876IDCR01F.dgn3:49:25 PM

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VISIO

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NO.

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HE

D P

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NS-

LO

CA

TIO

N-

DA

TE-

DWG NO

c:\pwworking\phx\d0234687\GD6876IDCR01F.dgn


Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


RECORD DRAWING

419 465


PLAN

STATION

P.I./P.O.T.





PLAN

STATION


REF NO.

PLAN

STATION

P.I./P.O.T.

C-02.02F


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






STATEF.H.W.A.

REGION

ARIZ.

PROJECT NO.SHEET

NO.

TOTAL

SHEETS

9


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


RECORD DRAWING

420 465


PLAN

STATION

P.I./P.O.T.





PLAN

STATION


REF NO.

PLAN

STATION

P.I./P.O.T.

C-02.03F


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 \ PRC


Future Transit Corridor Cst \ PRC


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


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


Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


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


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


RECORD DRAWING

190

195

200

170

175

180

185

428 465

STATEF.H.W.A.

REGION

ARIZ.

PROJECT NO.SHEET

NO.

TOTAL

SHEETS

9


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


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


Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

CHECKED

NAME


TRACS NO. OF

LOCATIONROUTE


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



Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


DRAWN

DATE

ROADWAY DESIGN SERVICESCHECKED

NAME


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


NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE


NAME


TRACS NO. OF

LOCATIONROUTE


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



NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE


NAME


TRACS NO. OF

LOCATIONROUTE


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



NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE


NAME


TRACS NO. OF

LOCATIONROUTE


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



NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE


NAME


TRACS NO. OF

LOCATIONROUTE


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



NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE


NAME


TRACS NO. OF

LOCATIONROUTE


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



NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

03/15

03/15

03/15

H6876 01L

INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

Review

L/DCRCADD BWB

JMB

TEL (602) 522-7700


SUITE 350


HDR, INC.


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


DRAWN

DATE

CHECKED

NAME


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


Review

NOT FOR

CONSTRUCTION

OR RECORDING

DESIGN

030 MA 000

CADD

BWB

03/15

03/15

03/15

H6876 01L


INITIAL

1-800-STAKE-IT



(782-5348)

-OR-


SR 30

L/DCR

TEL (602) 522-7700


SUITE 350


HDR, INC.

JMB


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


PLAN

STATION

P.I./P.O.T.





PLAN

STATION


REF NO.

PLAN

STATION

P.I./P.O.T.

C-02.01HOV1HOV (OPTION 1)


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

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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