right of way plans of the - geomatics consulting groupgeomaticsconsultinggroup.com/products/s/sr-87...

CO

LO

RA

DO

RIV

ER

N E

W M

E X

I C

O

U T A H

N E

V A

D A

C A

L I

F O

R N

I A

M E X I C OG

RE

EN

LE

E

APACHE

NAVAJO

COCONINOMOHAVE

LA PAZ

YUMA

MARICOPA

YAVAPAI

GILA

PINAL

PIMA

GRAHAM

COCHISE

SANTA

CRUZ

INTERMODAL

TRANSPORTATION

DIVISION

PROJECT LOCATION

ARIZONA DEPARTMENT

OF

TRANSPORTATION

RIGHT OF WAY PLANS OF THE

COUNTY NAME: MARICOPA/GILA

LENGTH OF PROJECT: 8.7 MILES

ADOT DISTRICT: PRESCOTT (P)

DRAWING NUMBER: D-07-T-1006

...\087rw218_cvr.dgn

-..-

MESA - PAYSON HIGHWAY

SYCAMORE CREEK - SLATE CREEK

087 MA 218 H8072

45

8

17

T.7

N.

T.6

N.

R.8E.

R.9E. R.8E.

R.9E.

32

29

20

21

R.9E.

R.10E.

SLATE

CR

EE

K

SYCAMORE

CREEK TO

NT

O

NA

TIO

NA

L

FO

RE

ST

TO MESA

[ 40 M

ILES

TO PA

YSO

N

[ 23 MIL

ES

9

18

S.R

. 87

T.8

N.

T.7

N.

087 MA 218 H8072

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

8/24/2011

10:24:25 AMeomatics

onsulting

roup

G

GC

623.580.0921

Geomatics Consulting Group

1745 W. Deer Valley Rd. Ste. 108 Phx., Az. 85027

087-B(207)A

087-B(207)A

28

GIL

A C

OU

NT

Y

MA

RIC

OP

A C

OU

NT

Y

M.P

. 228.3

M.P

. 2

18

.6

16

14 11

10

15

17

87 MA 212 H2305 06R

F-053-1-845 F-053-1-808

APPROVED IN ACCORDANCE WITH

ARIZONA DEPARTMENT OF TRANSPORTATION BOARD

RESOLUTION 2011-06-A-044 DATED 6-17-11

P.O

.T.

25

12

+7

9.5

1 N

B E

XIS

T R

/W \

P.O

.T.

13

02

+2

3.5

5

EX

IS

T R

/W \

THIS SHEET WAS PRODUCED TO NOTIFY THE PUBLIC THAT A RIGHT OF WAY PROJECT HAS COMMENCED AND IS UNDER

DEVELOPMENT FOR THE PORTION OF THE HIGHWAY(S) SHOWN AND DENOTED ON THIS SHEET. THE RIGHT OF WAY

PROJECT UNDER DEVELOPMENT MAY CONSIST OF ONE OR MORE OF THE FOLLOWING PRODUCTS AND/OR SHEETS:

RESULTS OF SURVEY, RIGHT OF WAY PLANS, DETAIL SHEETS AND MONUMENTATION SURVEYS. TO OBTAIN CURRENT

STATUS OF THE PROJECT UNDER DEVELOPMENT AND TO INQUIRE IF ANY PRELIMINARY SHEETS OR OTHER

INFORMATION IS AVAILABLE, PLEASE CONTACT THE RIGHT OF WAY PLANS SECTION AT;

DAN MILLER - (602) 712-6174, [email protected], OR

JOHN DUEL - (602) 712-8782, [email protected].

WHEN ONE OR MORE OF THE ABOVE PRODUCTS HAS BEEN COMPLETED AND ACCEPTED BY THE RIGH OF WAY PLANS

SECTION, THIS NOTICE OF RIGHT OF WAY PROJECT SHEET WILL BE REPLACED ON THIS SITE BY THOSE PRODUCTS.

F.R. 385

F.R.

627

F.R

.

626

C.O. NO. DATE BY

CHANGE ORDER REVISIONS

DESCRIPTION OF REVISIONS

SH

EET R

S-5

SH

EET R

S-6

SHEET RS-7SHEET RS-8

8

5

4

Scale

0 300 600

MA

RIC

OP

A C

O.

T.6

N. R

.9E

.

T.7

N. R

.9E

.

301

Fd. 3" Alumn. Cap Flush

Stamped "TRACT 39 COR 6

201.35 Rt 1997"

307

1/4 Cor.

Fd. 2-1/2" GLO Brass Cap

on 1" Iron Pipe Stamped

"1/4 S18 S17 1935"

0.5’above ground

953

1/4 Cor.

Fd. 2-1/2" GLO Brass Cap on

1" Iron Pipe in Stone Mound

Stamped "1/4 S7 S8 1935"

0.7’ above ground

306



Stamped "TR39 AP7 S17 1935"

1.0’ above ground

SFNF

Corner falls in

plowed field

945


1" Iron Pipe Stamped "RLS

16198 TR39 20A PARCEL

AP4 S7 1935"

1.0’ above ground

946




1.4’ above ground

Not Searched For

Not Searched For

Not Searched For

Not Searched For

956

1/4 Cor.



Stamped "1/4 S5 S6 1935"

0.6’ above ground

965

1/4 Cor.



Stamped "1/4 S5 S8 1935"

0.5’ above ground

947



Stamped "S7 TR39 AP1 1935"

0.8’ above ground944


1" Iron Pipe Stamped "TR39 AP7

S7 1935" 0.8’ above ground

949

Sec. Cor.



Stamped "T6N R9E S5 S4 S8 S9 1935"

0.8’ above ground

951



Stamped "TR37 AP8 S9 T6N

R9E 1935"

0.8’ above ground

SFNF

952

1/4 Cor.



Stamped "1/4 S4 S9 1935"

0.5’ above ground

959

1/4 Cor.


1" Iron Pipe in Rock Outcrop

Stamped "1/4 S4 S3 1935"

0.8’ Above ground

960

1/4 Cor.



Stamped "1/4 S33 S4 1935"

0.6’ Above ground

Not Searched For

Not Searched For

955



Stamped "T6N R9E S5 AP8

TR37 1935"

0.9’ above ground

SFNFSFNF

971

Sec. Cor.



Stamped "T7N R9E S32 S33

S5 S4 T6N R9E 19_5"

0.4’ above ground

958




TR37 1935"

0.9’ above ground

950


1" Iron Pipe in Stamped "TR 37

T6N R9E S5 AP3 1935"

0.4’ above ground

970

1/4 Cor.


1" Iron Pipe Stamped "1/4 S5

S4 1935" 0.2’ above ground

SFNF

202

Cen. 1/4 Cor.

Calculated by Intersection

Not Set

5246.77’

52

50

.17

’

2646.83’

1085.4

1’

N83%

%d42’1

5"W

1875.69’

N18%%d37’11"EN6%%d48’14"E

2801.12’

2633.19’

2621.9

5’

N8

9%

%d

44

’56

"E

2635.72’2636.36’

1324.32’

1292.7

1’

N89%

%d22’2

2"E

N87%

%d13’3

4"E

N89%

%d55’2

1"E

2632.0

5’

26

45

.13

’

N89%

%d46’3

8"E

2638.14’ 2648.52’

2650.23’

2660.95’

N89%%d48’51"E

2645.93’

N00%%d07’37"W N00%%d07’37"W

N8

9%

%d

48

’51

"E

N00%%d02’18"E

865.6

7’

N00%%d24’41"W

N89%

%d35’0

0"E

N00%%d19’43"W

2642.64’N00%%d17’39"W

26

31

.64

’2620.7

8’

N00%%d19’12"WN00%%d19’12"W

N01%%d29’25"EN01%%d45’31"W

26

37

.50

’

SFNF

5280.25’N00%%d21’43"W

N02%%d14’18"W

966.8

6’

N12%%d06’12"E

3027.22’

957




TR37 1935"

0.9’ above ground

N73%

%d43’0

9"W

S.R. 87

RESULTS OF SURVEY

Calculated

position

LEGEND

Set Monument

Found Monument

302

300

301

Existing ADOT R/W

monument

MA

TC

H L

INE

SH

EE

T R

S-2

TRACT 39

TRACT 37

SFNF Searched For Not Found

TONTO

NATIONAL

FOREST

RS-1

Not Searched For

201

Cen. 1/4 Cor.

Calculated by Intersection

Not Set

N8

9%

%d

54

’01

"EN

89

%%

d5

4’0

1"E

2

3

1

8

9

13

14

7

16

19

1

2

17Not Searched For

56

78

9

10

11

37-B

37

-A

15

954


1" Iron Pipe Stamped "T6N

R9E S4 AP7 TR37 1935"

0.8’ above ground

SFNF

4269

M.S.

FO

RE

ST

ROAD 385

MP2

18

MP

21

9

MP

220

MP

22

1

SY

CA

MO

RE

CREEK

SEE DETAIL "A"

SEE DETAIL "B"

8

17

943

1/4 Cor.



Stamped "1/4 S8 S17 1935"

0.9’ above ground

297

Fd. 14" Dia. Juniper

N10^40’31"W 60.8’

296

Fd. 12" Dia. Juniper

S48^59’51"W 66.7’ DETAIL "A"

8 9

DETAIL "B"

948

1/4 Cor.



Stamped "1/4 S8 S9 1935"

0.5’ above ground

299

Fd. Dead Laurel

S62^12’48"E 73.4’

298

Fd. Dead Laurel

N74^00’05"W 5.5’

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

8/24/2011

10:04:39 AM

eomatics

onsulting

roup

G

GC

623.580.0921



RS-

ARIZONA DEPARTMENT OF TRANSPORTATION

SHEET

RIGHT OF WAY PLANS SECTION

DRAWING NO.

087-B(207)A

MESA - PAYSON

Sycamore Creek - Slate Creek

087 MA 218 H8072

SR 87

INTERMODAL TRANSPORTATION DIVISION

SURVEY

ROUTE NO.:

HIGHWAY NAME:

ADOT REVIEW

D-07-T-1006

JAN. 2011

J. Hunter 7/11

D. Forney

DRAWN/DATE

...\087rw218_rs01.dgn

-..-

FEDERAL AID NO.:

PROJECT NO.:

LOCATION:

RS-5

C.O. NO. DATE BY



301



201.35 RT 1997"

307

1/4 Cor.


1" Iron Pipe Stamped " 1/4

S18 S17 1935"

0.5’ above ground

306




1.0’ above ground

SFNF

Corner falls in

plowed field

947



Stamped "S7 TR39 AP1 1935"

0.8’ above ground

2

3

1

2

8

17

8

18

7

17

7

8

18

17

Scale

0 100 200

N01

%%

d29’

25"E

1324.3

2’

N00

%%

d21’

43"W

5280.2

5’

N02

%%

d14’

18"W

2660.9

5’

N89%

%d22’22"E

1292.71’

N01

%%

d45’

31"W

2650.2

3’

RESULTS OF SURVEY

EXIST R/W

T.6

N.

R.9

E.

MA

RIC

OPA

CO

.

P.C

. 2485+

13.5

9

EQ

UA

.

EQ

UA

.

T.S

. 2521+

11.7

7

P.O

.T. 2500+

00.0

0

Basis

of S

tati

onin

g

P.O

.T. 2473+

93.8

3B

asis

of S

tati

onin

g

MP

218

2

1

CURVE DATA

?=7^41’47"LT.

D=1^00’00"

T=385.40’

L=769.64’

S.B. Exist. R/W \

PI 2488+98.99

R=5729.50’

CURVE DATA

?=7^41’47"LT.

D=0^45’00"

T=513.87’

L=1026.19’

N.B. Exist. R/W \

PI 2497+87.35

R=7639.41’

2

1

1119.76’

2789.44’

2390.40’

614.32’

P.O

.T. 2486+

59.1

6

N46%%d59’53"E

N46%%d59’53"E

N39%%d18’06"E

N39%%d18’06"E

309

310

311

312

316

315

317

318

319

377

378

376

375

302

303

371

372

320

321

374

373

369

370

1454

1000

1455

1001

1003

1457

1004

2006

2008

2009

1494

3001

3004

3005

3006

3008

3009

RP 1456

RP 1002

MA

TC

H L

INE

SH

EE

T R

S-6

EXIST R/W

864.1

8’

3784.6

3’

200’

150’

200’

165’

120’

100’

200’

165’

363

364100’

314

313

3003

1488

1487

304

305

301



201.35 RT 1997"

3002

2002

DETAIL "A"

SEE DETAIL "A"

N02

%%

d14’

18"W

N02

%%

d14’

18"W

142.7

6’

123.0

0’

264.0

6’

217.8

5’

604.9

0’

1913.2

8’

2005

SEE DETAIL "B"

1489

2006

1490

3005

N00

%%

d21’

43"W

DETAIL "B"

142.6

0’

257.1

0’

231.7

3’

864.1

8’

3784.6

3’

631.4

3’

3007

1492

1491

1494

365

366

2010

367

251.2

0’

182.6

9’

1392.9

3’

595.0

4’

N01

%%

d45’

31"W

228.3

6’

662.2

5’

DETAIL "C"

SEE DETAIL "C"

Calculated

position

LEGEND

Set Monument

Found Monument

302

300

301

Existing ADOT R/W

monument

SFNF Searched For Not Found

N.B. Exist.R/W \

S.B. Exist. R/W \

N.B. Exist.R/W \

S.B. Exist. R/W \

P.T

. 2492+

83.2

2 B

K.

P.T

. 2499+

47.7

7 A

HD

.

P.T

. 2502+

99.6

7 B

K.

P.T

. 2497+

21.3

7 A

HD

.

NOTE:

The N.B. Exist. R/W \ as shown hereon was depicted as the

N.B. Office & Constr. \ on Right of Way Plans for Project

F-053-1-845 from Station P.O.T. 2486+59.16 to Station

P.T. 2502+99.67 Bk. and depicted as the N.B. Sur. & Constr. \

on Right of Way Plans for Project F-053-1-624 from Station

P.T. 2497+21.37 Ahd. to Station P.O.T. 2535+13.16 Bk.

The S.B. Exist. R/W \ as shown hereon was depicted as the

S.B. Office & Constr. \ on Right of Way Plans for Project

F-053-1-845 from Station P.O.T. 2473+93.83 to Station

P.T. 2492+83.22 Bk.and depicted as the S.B. Sur. & Constr. \

on Right of Way Plans for Project F-053-1-624 from Station

P.T. 2499+47.77 Ahd. to Station P.O.T. 2534+68.49 Bk.

In accordance with ADOT R/W Plans Section’s Measurable Tolerance Policy on

reporting found R/W monuments, the coordinate values for Existing R/W monuments

found within 0.15’ of the calculated R/W corner positions have been adjusted to the

coordinate values of the calculated R/W corner positions. All coordinates or positions

shown for found monumentation on this survey reflect measurable tolerances as

defined by the Arizona Boundary Survey Minimum Standards.

NOTE;

380

379382

381

P.O.T. 2500+45.24

N.B. Exist. R/W \

P.O.T. 2501+88.87

S.B. Exist. R/W \

P.O.T. 2487+97.23

N.B. Exist. R/W \

P.O.T. 2477+21.49

S.B. Exist. R/W \

P.O.C. 2486+27.54

S.B. Exist. R/W \

L.T.B. N45^51’31"E

P.O.C. 2497+01.75

N.B. Exist. R/W \

L.T.B. N43^47’07"E

P.C

. 2492+

73.4

8

1493

2007

1208

1466

2004

P.O

.T. 2505+

00.0

0

Basis

of S

tati

onin

g

Stationing for the S.B. Exist. R/W \

from Sta. P.O.T. 2473+93.83 to

P.T. 2492+83.22 Bk. is based

upon the found monument at Pnt. 311

P.O.T. 2473+93.83 as shown

on the Right of Way Plans for

Project F-053-1-845.

Stationing for the N.B. Exist. R/W \

from Sta. P.O.T. 2486+59.16 to

P.T. 2502+99.67 Bk. is based

upon the found monument at Pnt. 320

P.O.T. 2490+00.00 as shown on

the Right of Way Plans for


P.O

.T. 2490+

00.0

0B

asis

of S

tati

onin

g


from Sta. P.T. 2497+21.37 Ahd. to

P.O.T. 2535+13.16 Bk. is based upon

the found monument at Pnt. 365








P.O.T. 2505+00.00 as shown



953

1/4 Cor.



Stamped " 1/4 S7 S8 1935"

0.7’ above ground

TRACT 39

EXIST R/W

TONTO

NATIONAL

FOREST

S.R. 87

S.R. 87

2012

1549

368

945



Stamped "RLS 16198 TR39

20A PARCEL AP4 S7 1935"

1.0’ above ground

755

Set Cotton Spindle

Flush

944


1" Iron Pipe Stamped "TR39 AP7

S7 1935"

0.8’ above ground

754

Set Cotton Spindle

Flush

750

Set 5/8 " Rebar

w/GCG Cap

Flush

751

Set 5/8 " Rebar

w/GCG Cap

Flush

753

Set 5/8 " Rebar

w/GCG Cap

Flush

752

Set 5/8 " Rebar

w/GCG Cap

Flush

CR

EE

K

SYCAMORE

943

1/4 Cor.



Stamped "1/4 S8 S17 1935"

0.9’ above ground

Also, Fd. 12" Dia. Juniper

S48^59’51"W 66.7’ and a

14" Dia. Juniper

N10^40’31"W 60.8’

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

2/3/2012

4:02:07 PM

eomatics

onsulting

roup

G

GC

623.580.0921



RS-


SHEET


DRAWING NO.

087-B(207)A

MESA - PAYSON


087 MA 218 H8072

SR 87


SURVEY

ROUTE NO.:

HIGHWAY NAME:

ADOT REVIEW

D-07-T-1006

JAN. 2011

J. Hunter 7/11

D. Forney

DRAWN/DATE

...\087rw218_rs05.dgn

-..-

FEDERAL AID NO.:

PROJECT NO.:

LOCATION:

T.6

N.

R.9

E.

MA

RIC

OPA

CO

.

2

SH

EE

T R

S-5

MA

TC

H L

INE

T.S

. 2521+

11.7

7

380

379382

381

1004

200’

150’

200’

2789.44’

N39%%d18’06"E

7

8 RESULTS OF SURVEY

C.O. NO. DATE BY



Scale

0 100 200







NOTE;












P.O.T. 2505+00.00 as shown



N.B. Exist.

R/W \

S.B. Exist. R/W \

Calculated

position

LEGEND

Set Monument

Found Monument

302

300

301

Existing ADOT R/W

monument

Searched For Not FoundSFNF

953

1/4 Cor.



Stamped " 1/4 S7 S8 1935"

0.7’ above ground

8

8

17

5

8

4

8

5

9

8

9

1006

1010

1008

1458

1460 1462

1464

383

384

2016

2017

385

386

387

388

389

3902020

391

392

393

394

2021

2022

2024

2025

395

396

419

420

421

422

20262027

1

418

417

415

416

411

414

413

412

408

407

3013

MP

219

951



Stamped "TR37 AP8 T6N R9E

S9 1935"

0.8’ above ground

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

3

4

3

4

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

CURVE DATA

N.B. Exist R/W \

PI 2524+37.42

TOTAL CURVE

T=325.65’

L=649.98’

MAIN CURVE

?=6^59’59" LT.

D=2^00’00"

L=349.98’

?=9^59’59" LT.

R=2864.79’

1467

SPISPI 1005 1009

CURVE DATA

S.B. Exist R/W \

PI 2530+62.86

TOTAL CURVE

T=325.65’

L=649.98’

MAIN CURVE

?=6^59’59" LT.

D=2^00’00"

L=349.98’

?=9^59’59" LT.

R=2864.79’

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

SPI 1459

1469

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

SPI 1463

201

Cen. 1/4 Cor.

SFNF

Calculated by Intersecting

Quarter Section Corners

Not Set

2621.9

5’

N00

%%

d19’

12"W

2635.7

2’

965

1/4 Cor.



Stamped " 1/4 S5 S8 1935"

0.5’ above ground

5

8

965

1/4 Cor.



Stamped " 1/4 S5 S8 1935"

0.5’ above ground

N89%

%d44’56"E

2631.6

4’

N89%

%d54’01"E

N00

%%

d19’

12"W

2636.3

6’

2620.7

8’

N89%

%d54’01"E

N00

%%

d17’

39"W

2642.6

4’

T.S

. 2527+

37.2

1

S.T

. 2533+

87.1

9

EQ

UA

.

EQ

UA

.

S.T

. 2527+

61.7

5

TRACT 37

5

SPIRAL

?=5^42’00"

L=240.00’

a=1.98

SPI 1013

1496

SPIRAL

?=5^42’00"

L=240.00’

a=1.98

SPI 1018

56

6

SPIRAL

?=5^42’00"

L=240.00’

a=1.98

SPI 1022

1499

SPIRAL

?=5^42’00"

L=240.00’

a=1.98

SPI 1026

T.S

. 2542+

61.2

8

S.T

. 2549+

61.4

8

CURVE DATA

PI 2546+14.56

TOTAL CURVE

T=353.28’

L=700.20’

MAIN CURVE

?=10^27’34" RT.

D=4^45’00"

L=220.20’

?=21^51’34" RT.

R=1206.23’

Exist R/W \

T.S

. 2561+

59.8

5

RP 1024

RP 1016

RP 1461

RP 1007

646.40’

N29%%d18’07"E

N51%%d09’42"E

1198.38’

N09%%

d10’36"E

1222.81’

11

N06%%

d48’14"E

2801.12’

Exist. R/W \

EXIST R/W

1012

1014

1017 1019

1021

1023

1025

1027

3011

3012

3014

3015

3016

3018

3019

3020

TONTO

NATIONAL

FOREST

SFNF

SFNF

410

409

405

406

404

403

402

401 399

400

397

398

3022

3026

3023

429

430

339

340

336

337

334

335

SH

EET R

S-7

MA

TC

H L

INE

2028

423

424

425

426

427

428

1163

Exis

t. R

/W \

Survey \ 1993

S.T

. 2566+98.5

8

Surv

ey \ 1

993

NOTE:

The Survey \ 1993 was depicted on Right of Way Plans

for Project F-053-1-624 as a perpetuation of a 1993

ADOT Location Division Survey which was not archived.

The Survey \ 1993 was used as the basis for the

acquisition of right of way through Tract 37.

3027

S.T

. 2572+83.7

5

Exis

t. R

/W \ =

P.O

.T. 2572+83.7

5

Surv

ey \ 1

993

Basi

s of Sta

tionin

g

CURVE DATA

Exist R/W \

PI 2567+43.42

TOTAL CURVE

T=583.57’

L=1123.90’

MAIN CURVE

?=30^35’06" LT.

D=4^45’00"

L=643.90’

?=41^59’06" LT.

R=1206.23’

950

Fd. 2-1/2" GLO

Brass Cap on

1" Iron Pipe

Stamped "TR37 AP3

T6N R9E S5 1935"

0.4’ above ground

466

465

463

464

468

467

200’

200’

200’

200’

NOTE:

The Exist. R/W \ as depicted hereon was

shown as the Med Sur & Constr \ on the

Right of Way Plans for Project F-053-1-624

S.C

. 2545+

01.2

8

L.T

.B.=

N35^00’07"E

C.S

. 2547+

21.4

8

L.T

.B.=

N45^27’42"E

S.C

. 2563+

99.8

5

L.T

.B.=

N45^27’42"E

C.S

. 2570+43.7

5

L.T

.B.=

N14^52’3

6"E

S.C

. 2528+

87.2

1

L.T

.B.=

N37^48’06"E

C.S

. 2532+

37.1

9

L.T

.B=

N30^48’0

7"E

S.C

. 2522+

61.7

7

L.T

.B.=

N37^48’06"E

C.S

. 2526+

11.7

5

L.T

.B.=

N30^48’07"E

EXIST R/W

EXIST R/W

RS-6

2388.0

0’

233.9

4’

1512

2146.4

5’

474.3

2’ 1511

DETAIL "A"

SEE DETAIL "A"

P.O

.C. 2545+

17.4

8

Exis

t R

/W \

L.T

.B.=

N35^46’18"E

3017

1465

1495

1011

2018

1509

1510

404.6

3’

370.0

8’

P.O.T. 2534+42.78

N.B. Exist R/W \

69.11’

P.O.T. 2534+58.19

S.B. Exist R/W \

411.

83’

1380

.71’

S.R. 87

S.R. 8

7

2023

P.O

.T. 2579+32.5

3 E

xist. R

/W \=

P.O

.T. 2579+32.5

3 S

urv

ey \ 1

993

P.O

.T. 2535+

13.1

6 B

k. N

.B. E

xis

t R

/W \

=

P.O

.T. 2536+

14.8

7 A

hd. 17.0

8 R

t. E

xis

t R

/W \

P.O

.T. 2534+

68.4

9 B

k. S

.B. E

xis

t R

/W \

=

P.O

.T. 2536+

14.8

7 A

hd. 17.0

8 L

t. E

xis

t R

/W \

Stationing for the Exist. R/W \ from

Sta. P.O.T. 2536+14.87 Ahd. to

P.O.T. 2688+99.77 Bk. is based

upon the found monuments at Pnts. 334

and 427 S.T. 2572+83.75 as shown



Stationing for the Survey \ 1993 is based upon

the found monuments at Pnts 334 and 427

P.O.T. 2572+83.75 as shown on the Plans

for Right of Way Project F-053-1-624.

2114

2030

A N29^18’07"E 751.41’

N.B. Exist R/W \

B N29^18’07"E 81.30’

S.B. Exist R/W \

B

A

943

1/4 Cor.



Stamped "1/4 S8 S17 1935"

0.9’ above ground

Also, Fd. 12" Dia. Juniper

S48^59’51"W 66.7’ and a

14" Dia. Juniper

N10^40’31"W 60.8’

949

Sec. Cor.




S8 S9 1935"

0.8’ above ground

DETAIL "B"

SEE

DETAIL "B"

SEE

DETAIL "C"

DETAIL "C"

SEE

DETAIL "E"DETAIL "E"

DETAIL "D"

SEE

DETAIL "D"

469

Fd. 5/8 " Rebar w/Tag

"LS 18436"

0.1’ above ground

948

1/4 Cor.



Stamped " 1/4 S8 S9 1935"

0.5’ above ground

Also Fd. Dead Laurel

S62^12’48"E 73.4’

and a Dead Laurel

N74^00’05"W 5.5’

756

Set Cotton Spindle

Flush

761

Set 5/8 " Rebar

w/GCG Cap

Flush

760

Set 5/8 " Rebar

w/GCG Cap

Flush

FOREST

RO

AD

385

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

8/24/2011

10:02:38 AM

eomatics

onsulting

roup

G

GC

623.580.0921



RS-


SHEET


DRAWING NO.

087-B(207)A

MESA - PAYSON


087 MA 218 H8072

SR 87


SURVEY

ROUTE NO.:

HIGHWAY NAME:

ADOT REVIEW

D-07-T-1006

JAN. 2011

J. Hunter 7/11

D. Forney

DRAWN/DATE

...\087rw218_rs06.dgn

-..-

FEDERAL AID NO.:

PROJECT NO.:

LOCATION:

MA

TC

H L

INE

SH

EE

T R

S-6

465

466

464

463

467

468

SFNF

TRACT 37

Searched For Not FoundSFNF

Calculated

position

LEGEND

Set Monument

Found Monument

302

300

301

Existing ADOT R/W

monument

Scale

0 100 200







NOTE;

RESULTS OF SURVEY

NOTE:

The Exist. R/W \ as depicted hereon was

shown as the Med Sur & Constr \ on the

Right of Way Plans for Project F-053-1-624

TONTO

NATIONAL

FOREST

EXIST R/W

Exis

t. R

/W \

N06%%d48’14"E

2801.12’

N09%%d10’36"E

1222.81’

233.9

4’

4

8 5

9

2621.9

5’

2388.0

0’

N8

9%

%d

44

’56

"E

Exist. R/W \

7

SPIRAL

?=3^40’30"

L=210.00’

a=1.66

SPI 1033

1501

SPIRAL

?=3^40’30"

L=210.00’

a=1.66

SPI

CURVE DATA

PI 2590+65.81

TOTAL CURVE

T=559.25’

L=1095.65’

MAIN CURVE

?=23^38’52" LT.

D=3^30’00"

L=675.65’

?=30^59’52" LT.

R=1637.02’

Exist R/W \

RP 1035

1037

965

1/4 Cor.



Stamped " 1/4 S5 S8 1935"

0.5’ above ground

11

C.O. NO. DATE BY



EXIST R/W

MA

RIC

OP

A C

O.

10

9

5

6

9

8

13

14

460

459 458

457

455

456

454

453

451

452

497

498

499

496

500

501

431

432

434

435

436

437

438

439

440

441

442

443

471

470

473

472

474

475

479

478

476

477

480

481

482

483

486

487

485

484

489

488

490

491

492

493

494

495

MA

TC

H L

INE

SH

EET R

S-8

3033

3036

Surv

ey \ 1

993

3040

3041

3042

3043

3044

200’

200’

200’

200’

200’

7

2032

2033

2034

2035

2036 2038

2039

2040

2041

2042

2043

2044

2045

2046

10151034

1036

1038

1028

1040

1043 1513

1514

1515

1516

1045

1047

1030

1031

1039

1049

1051

1041

954


1" Iron Pipe Stamped "T6N R9E

S4 AP7 TR37 1935"

0.8’ above ground

950

Fd. 2-1/2" GLO Brass Cap

on 1" Iron Pipe

Stamped "TR37 AP3

T6N R9E S5 1935"

0.4’ above ground

54

RS-7

54

970

1/4 Cor.


1" Iron Pipe

Stamped " 1/4 S5 S4 1935"

0.2’ above ground

T.S

. 2585+

06.5

6E

xis

t R

/W \

=T

.S. 2585+

06.5

6S

urvey \

1993

S.C

. 2587+

16.5

6E

xis

t R

/W \

=S

.C. 2587+

16.5

6S

urvey \

1993

L.T

.B.=

N05^30’06"E

S.T

. 2596+

02.2

1

Exis

t R

/W \ =

S.T

. 2596+

02.2

1

Surv

ey \ 1

993

C.S

. 2

59

3+

92

.21

Ex

ist

R/W

\ =

C.S

. 2

59

3+

92

.21

Su

rv

ey

\ 1

99

3

L.T

.B.=

N1

8^0

8’4

6"W

P.C

. 2602+

37.0

6

Exis

t. R

/W \

=

P.O

.T. 2602+

37.0

6

Su

rv

ey

\ 1

99

3

T.S

. 2603+

70.3

0

Su

rv

ey

\ 1

99

3

8

8

N21%%d49’16"W

9

10

C.S

. 2615+98.2

0

Surv

ey \ 1

993

L.T

.B. = N

44^52’4

5"W

S.T

. 2617+48.2

0

Surv

ey \ 1

993

CURVE DATA

?=23^08’50" LT.

D=1^30’00"

T=782.24’

L=1543.14’

Exist R/W \

PI 2610+19.30

R=3819.72’

1502

RP 1029

P.T

. 2617+80.2

0

Exist R/W

\

T.S

. 2618+95.6

7

Exist R/W

\

P.O

.T. 2618+34.9

9

Exist R/W

\ =

P.O

.T. 2618+41.2

7

Surv

ey \ 1

993

S.C

2621+35.6

7

L.T

.B.=

N39^16’0

6"W

C.S

. 2636+07.3

5

L.T

.B.=

N36^20’1

1"E

S.T

. 2638+47.3

5

MP

220

MP

22

1

462

461

3032

EXIST R/W

9

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

SPI 1042

1517

SPIRAL

?=1^30’00"

L=150.00’

a=1.33

SPI

CURVE DATA

PI 2610+68.90

TOTAL CURVE

T=698.60’

L=1377.91’

MAIN CURVE

?=21^33’29" LT.

D=2^00’00"

?=24^33’29" LT.

R=2864.79’ RP 1044

1046

L=1077.91’

SPIRAL

?=5^42’00"

L=240.00’

a=1.99

SPI 1032

1504

SPIRAL

?=5^42’00"

L=240.00’

a=1.99

SPI

CURVE DATA

PI 2630+53.11

TOTAL CURVE

L=1951.68’

MAIN CURVE

?=69^54’17" RT.

D=4^45’00"

?=81^18’17" RT.

R=1206.23’

Exist R/W \

RP 1048

L=1471.68’

1050

10

Survey \ 1993

T=1157.44’

200’

200’

445

444

3039

448

449

3038

446

447

3037

DETAIL "A"

SEE DETAIL "A"

T.6

N. R

.9E

.

T.7

N. R

.9E

.

5

2031

433

Fd. 5/8 " Rebar

w/Tag "LS

18436"

0.25’ above

ground

450

Fd. 5/8 " Rebar

w/Tag "LS 18436"

0.1’ above ground

N00%%d02’18"E 2646.83’N00%%d24’41"W 2633.19’

5

8 5

SFNF

65

5

25

0.1

7’

4583.2

2’

956

1/4 Cor.



Stamped " 1/4 S6 S5 1935"

0.6’ above ground

N89%

%d35’0

0"E

649.3

9’

NOTE:

The Survey \ 1993 was depicted on Right of Way Plans

for Project F-053-1-624 as a perpetuation of a 1993

ADOT Location Division Survey which was not archived.

The Survey \ 1993 was used as the basis for the

acquisition of right of way through Tract 37.

N12%%d06’12"E

3027.22’1017.04’

N83%

%d42’1

5"W

1085.4

1’

N18%%d37’11"E

1875.69’

EXIST R/W

N73%

%d43’0

9"W

865.6

7’

32

P.O.T. 2639+91.93 Bk. =

P.O.T. 2640+00.00 Ahd.

Exist R/W \

EQUA.

S.R. 87

S.R. 87

3027

1512

2030

3078

SFNF

1981.95’

P.O.C. 2607+69.18

Exist R/W \

L.T.B.= N29^48’10"W

P.O.C. 2606+81.41

Exist R/W \

L.T.B.= N28^29’11"W

P.O.C. 2607+91.73

Survey \ 1993

L.T.B.= N28^44’59"W

P.O.C. 2606+74.25

Survey \ 1993

L.T.B.= N26^24’01"W

Stationing for the Exist. R/W \ from

Sta. P.O.T. 2536+14.87 Ahd. to

P.O.T. 2688+99.77 Bk. is based

upon the found monuments at Pnts. 334

and 427 S.T. 2572+83.75 as shown



Stationing for the Survey \ 1993 is based upon

the found monuments at Pnts 334 and 427

P.O.T. 2572+83.75 as shown on the Plans

for Right of Way Project F-053-1-624.

469

Fd. 5/8 " Rebar

w/Tag "LS 18436"

0.1’ above ground

2037

3045A

B N46^22’45"W 93.07’

1548

634.86’

768.09’

S.C. 2605+20.30

Survey \ 1993

L.T.B.= N23^19’16"W

B

A N44^58’06"W 115.47’

Exist R/W \

Survey \ 1993

949

Sec. Cor.




S8 S9 1935"

0.8’ above ground

955



Stamped "T6N R9E TR37 S5 AP8 1935"

0.9’ above ground

958




TR37 1935"

0.9’ above ground

957



Stamped "T6N R9E AP1 S4 TR37 1935"

0.9’above ground

971

Sec. Cor.




S5 S4 T6N R9E 19_5"

0.4’ above ground

SFNF

700

Set 5/8 " Rebar

w/GCG Cap

Flush

701

Set 5/8 " Rebar

w/GCG Cap

Flush

FOREST

385

ROAD

PRELIMINARY

NOT FOR

CONSTRUCTION

OR RECORDING

--Created--

8/24/2011

10:02:11 AM

eomatics

onsulting

roup

G

GC

623.580.0921



RS-


SHEET


DRAWING NO.

087-B(207)A

MESA - PAYSON


087 MA 218 H8072

SR 87


SURVEY

ROUTE NO.:

HIGHWAY NAME:

ADOT REVIEW

D-07-T-1006

JAN. 2011

J. Hunter 7/11

D. Forney

DRAWN/DATE

...\087rw218_rs07.dgn

-..-

FEDERAL AID NO.:

PROJECT NO.:

LOCATION:

right of way plans of the - geomatics consulting groupgeomaticsconsultinggroup.com/products/s/sr-87...

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