Transcript
Page 1: EXHIBIT-E1FINAL PLAT CTC 256 CHANDLER TECHNOLOGY CENTER BOOK 311 PAGE 9 BOOK 394 PAGE 13 18 TRACT "D" 4 3 1 2 EL DORADO FOOTHILLS GATEWAY BOOK 442 PAGE 19 TRACT "B" BOOK 435 PAGE 14

CONSTRUCTION

POOL

POOL

POOL

POOL

POOL

WATER

WATER

29

32

ARIZONA DEPARTMENT OF TRANSPORTATION

SHEET

RIGHT OF WAY PLANS SECTION

DRAWING NO.

RAM 600-6-702

SANTAN FREEWAY

40th Street - 56th Street (I-10 T.I.)

202L MA 003 H4608 01R

D-7-T-906

B. Gurney

SR 202L

INTERMODAL TRANSPORTATION DIVISION

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

1/5/2007

9:15:54 AM

SURVEY

ROUTE NO.:

HIGHWAY NAME:

ADOT REVIEW

See Attached Survey

DRAWN/DATE J. Crume/Sep 01

exhibitE1_p01.dgn

[email protected]

480-892-3313

Gilbert, AZ

HUBBARD

ENGINEERING

FEDERAL AID NO.:

PROJECT NO.:

LOCATION:

Mid Sec

Lin

eMid Sec

Lin

e

Section Line Section Line

S00̂

11’05"E

S00̂

00’38"E

Med/

Constr \

I-10

5O

TH

ST

RE

ET

ST

RE

ET

50

TH

54

TH

ST

RE

ET

CHANDLER BOULEVARD

8470

8475

8480

8485

VA

RIE

SV

ARIE

S

VA

RIE

SV

ARIE

S

30’

33’

70’

60’

60’

65’

55’

Quarter Corner

Found�" Pipe

N00̂

11’47"

W 2652.13’

N00̂

00’40"

W 2650.67’

S89̂41’18"W 2642.61’ N89̂38’08"W 2639.36’

Approx �

Lin

e

Approx �

Lin

e

4NE

4NW

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIS

T

R/

W

EXIS

T

R/

W

EXIS

T

R/

W EXIS

T

R/

W

P.O.T. 8476+76.44

P.I. 8476+75.88

I-10 MED/CONSTR \

0.56’

DETAIL "A"

SEE DETAIL "A"

150.00’

N60̂

24’51"E 73.06’

N12

0̂1’

41"

E 409.66’

SEE DETAIL "A"

ON SHEET P-5

S88̂45’20"E 300.25’

S80̂46’09"E181.71’

N89̂05’04"W

446.45’

S02^39’45"W

29.40’

N89^50’46"W

97.57’

S01̂

14’56"E

226.04’

N89^55’58"E

84.71’

230.30’ RT

P.O.T. 8470+92.18

I-10 MED/CONSTR \

316.96’ RT

P.O.T. 8474+92.57

I-10 MED/CONSTR \

304.16’ RT

P.O.T. 8481+95.22

I-10 MED/CONSTR \

403.10’ RT

P.O.T. 8482+24.31

I-10 MED/CONSTR \

327.73’

LT

P.O.T. 8475+

59.12

I-10

ME

D/

CO

NS

TR \

281.98’ LT

P.O.T. 8480+11.89

I-10 MED/CONSTR \

I-10 MED/CONSTR \

371.58’ LT

P.O.T. 8482+37.79

NEW R/W

NEW R/W

NEW R/W

NEW R/W

NEW R/W

20’

FINAL PLATCTC 256

CHANDLER TECHNOLOGY CENTERBOOK 311 PAGE 9

BOOK 394 PAGE 13

18

TRACT "D"

4

3

1 2

EL DORADOFOOTHILLS GATEWAY

BOOK 442 PAGE 19

TRACT "B"

BOOK 435 PAGE 14

1

2

BOOK 360 PAGE 2

8C

CITY

OF

CHANDLER

434.8

4’ (R)

552.01’ (R)

396.3

8’ (R)

1833.4

0’ (R)

30’ WATER &

SEWER EASEMENT

DKT 84-0263457

2’ ANCHOR

EASEMENT

DKT 14772

PAGE 652

8’ TELEPHONE

EASEMENT

DKT 6032 PAGE 263

TRACT "A"

WATER & SEWER

EASEMENT

DKT 83-386457

50’ RIGHT

OF ENTRY

DKT 97-0190576

PRIVATE INGRESS &

EGRESS EASEMENT

DKT 97-0286374

INGRESS & EGRESS

EASEMENT OVER TRACTS

"A" & "B"

DKT 97-0374924

20’ LANDSCAPE

EASEMENT

12’ P.U.E.

1’ VEHICULAR NON

ACCESS EASEMENT

20’ LANDSCAPE &

RETENTION ESMT

7’ ELECTRICAL

EASEMENT

DKT 87-613052

8’ P.U.E.

26’ ACCESS

EASEMENT

35’ ACCESS

EASEMENT

42’ ACCESS

EASEMENT

20’ LANDSCAPE

EASEMENT

\ TELE

ESMT

DKT 6032

PG 262

30’ WATER &

SEWER EASEMENT

DKT 83-401476

8’ ELECTRICAL

EASEMENT

DKT 97-0391249

5’ TELE ESMT

DKT 97-0505655

INGRESS &

EGRESS

EASEMENT

DKT 85-600422

PEDESTRIAN &

INGRESS &

EGRESS

EASEMENT

DKT 88-189432

10’ INGRESS &

EGRESS ESMT

3’ ELECT. ESMT

DKT 7978 PG 129

INGRESS & EGRESS

EASEMENT

DKT 8308 PG 65

20’ DITCH

EASEMENT

DKT 15011

PG 374 7’ ELECTRICAL

EASEMENT

DKT 90-186961

PUBLIC UTILITY

EASEMENT

DKT 90-383386

DKT 86-683382

City

Limit

City

Limit

PHOENIX

CITY

OF

TO

CE

NT

ER

QU

AR

TE

R

TO

CE

NT

ER

QU

AR

TE

R

S89^51’57"E 22.34’ N00^57’00"E

169.28’

I-10 MED/CONSTR \

50’

10’

N50̂

37’

41"E

1

59.14’

13’

N06^48’36"E

313.59’

20’

50’

SIGN ESMT

1

70’

STUDIO SUITES INTERSTATE 10

& CHANDLERBOULEVARD

PARK TENBUSINESS CENTER

REAMENDED PLAT FORLOTS 8A, 8B, 9, 10 & 11

52’86’

DELETED

7-10-00

TR.

"C"

C.O. NO. DATE BY

CHANGE ORDER REVISIONS

DESCRIPTION OF REVISIONS

N89̂41’41"E 560.98’

TRACT

"A"

MARICOPA CO.

R.4E. T.1S.

P-3

KEY MAPP-6

P-6

P-5

P-7

P-4

SEE SHEET P-12

SEE

DETAIL

"B" ON

SHEET P-12

2

2

1

1

S03

2̂2’14"E

732.41’

I-10 MED/CONSTR \

P.O.T. 20+00.00

SECTION LINE

SECTION LINE

48.63’

LT

P.O.T. 9+

35.06

SE

CTIO

N

LIN

E

84.35

LT

P.O.T. 9+

98.79

SE

CTIO

N

LIN

E

79.71’ RT

P.O.T. 12+21.53

SECTION LINE

93.69’

LT

P.O.T. 26+

51.82

SE

CTIO

N

LIN

E

65.68’

LT

P.O.T. 28+

31.36

SE

CTIO

N

LIN

E

S02

4̂6’15"

W841.35’

Sec. Cor.

Fd. RR Spike

29

31

30

32

Sec. Cor.

Fd. Stone

in HH

28

32

29

33

7-

8673

7-

8681

7-

8671

7-

8672

7-

8858

7-

8856

7-

8857

7-

8855

7-

8668

7-

9320

7-

8647

7-

7309

10

15 20

25

30

35

DATA TABLE

L

H

I

G

F

E

D

C

B

A

J

K

M

A

B

C

D

E

F

G

H

I

J

K

L

M

P.O.T. 8482+24.58 305.53’ RT

P.O.T. 8481+95.27 281.82’ RT

P.O.T. 8480+26.01 278.98’ RT

P.O.T. 8479+98.74 318.02’ RT

P.O.T. 8478+19.39 326.94’ RT

P.O.T. 8478+17.92 451.44’ RT

P.O.T. 8477+75.06 450.94’ RT

P.O.T. 8477+71.70 735.76’ RT

P.O.T. 8478+11.70 736.23’ RT

P.O.T. 8482+37.88 286.87’ LT

P.O.T. 8475+79.75 352.65’ LT

P.O.T. 8475+93.12 440.31’ RT

P.O.T. 8477+66.38 339.24’ RT

L

M

N

P.O.T. 23+51.60 98.30’ LT

P.O.T. 15+59.77 84.29’ LT

P.O.T. 16+60.18 88.15’ RT

1 S50^33’33"E 32.35’

(URBAN)

ADOT CADD STANDARDS 2006

TCE

193’

28’

NEW PUE

TCE

40’

TCE

TCE

91’

74’

TCE30’

EXHIBIT-E1

SHEET P-5MATCH LINE

SHEET P-7MATCH LINE

Scale

0 50 100

LIMTS OF

CONSTRUCTION

AND LIMITS OF

AREA TO BE

ACQUIRED BY

RESOLUTION

P.O.T. 8+35

SECTION LINE

LIMTS OF

CONSTRUCTION

AND LIMITS OF

AREA TO BE

ACQUIRED BY

RESOLUTION

P.O.T.

35+04

SECTION LINE

7-

8667

SEE PARCEL

INSERT ON

SHEET PAR-1

SEE PARCEL

INSERT ON

SHEET PAR-1

LIMITS OF ADDITIONAL AREA TO BE ACQUIRED

250.99’ (R)

411.7

4’ (R)

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