250042-Sealed_Plans_20250416.pdf

PLANS FOR THE CONSTRUCTION OF

VICINITY MAP

Not to Scale

Gilbert

Carefree

Peoria

El Mirage

Surprise

Wickenburg

Gila Bend

Buckeye

Goodyear

Avondale Tolleson

Sun Lakes

Litchfield Park

Sentinel

Tonopah

Aguila

New River

Guadalupe

Youngtown

Sun City West

City Sun

Creek Cave flower Sun-

Valley Paradise

Hills Fountain

Creek Queen

Rio Verde

Airport

W.G.

v

PHOENIX

MESA

TEMPE

CHANDLER

SCOTTSDALE

GLENDALE

INTERSTATE

INTERSTATE

INTERSTATE

MARICOPA COUNTY

Not to Scale

A.F.B.

Luke

PROJECT NO. TT0752

R5E

T6N

PROJECT NO. TT0752

TONTO HILLS WATER LINE IMPROVEMENTS

segments.

New water line segments will match size of existing to be compatable with future roadway project.

Replacement of segments of existing water lines

MCDOT

Tonto Hills, Maricopa County

PLANS REVIEWED AND APPROVED BY

TONTO WATER DOMESTIC WATER IMPROVEMENT DISTRICT

PRINT NAME SIGNATURE NAME

1 105

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

/1

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

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T T o n to H il ls F in a l

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D a ta \T

T S

S F a c e S h t_

.d g n

:5

:2

P

M C

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TRACS NO. __________

9 AZ TT0752

LOCATIONS FOR AS-BUILT INDEXING

HOHOKAM LANE

HOHOKAM ROAD

SOMBRERO ROAD

FILOREE LANE

DEER TRAIL ROAD 2

KACHINA ROAD

QUAIL LANE

BLUE WASH ROAD

YUCCA LANE

MANANA ROAD

DEER TRAIL ROAD

TURQUOISE LANE

TONTO ROAD

QUAIL LANE 2

LA PLATA ROAD

CAVE CREEK ROAD

BOUNDARY SUBDIVISION

OLD MINE ROAD

6N

6N

6N

6N

6N

Township

5E

5E

5E

5E

5E

Range

Section

SW

NE

SE

NW

SW

Quarter

OLD MINE ROAD 2

MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION

DISTRICT 1

DATE

RECOMMENDED FOR CONSTRUCTION:

ISSUED FOR CONSTRUCTION:

COUNTY BOARD OF SUPERVISORS

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DATE

MARK STEWART

THOMAS GALVIN

STEVE GALLARDO

PROJECT MANAGER

SHONNELL GIBBS, P.E.

DIRECTOR OF TRANSPORTATION

COUNTY ENGINEER/

JESSE GUTIERREZ, P.E.

THOMAS GALVIN - CHAIRMAN

Re g te r d Pr essonal gne r l)

NA U.

t

S g ned

C R

F E

NO

36651

62/20

KATZ

ZAHIT

s e of En e C v

A R

ZO S

A

D a e i

E T

CAT

KATE BROPHY MCGEE

DEBBIE LESKO

Docusign Envelope ID: 5EB22790-F348-44C8-B61A-A5559D0A6FD2

4/16/2025

4/16/2025

Days

WATER KEY MAP

CAVE CREEK ROAD

CAVE CREEK ROAD

B L

U E W

A S

H R

O A

D

HOHOKAM ROAD

OLD

M

IN

E

ROAD

Q U

A

IL

L

A N

EO

LD

M

IN

E R

O A D

D E

E R T

R A

IL

R

O A

D

TURQUOIS

E L

ANE

SOMBRERO

ROAD

O

LD

M

IN

E R

O A D

DEER TRAIL ROAD

TONTO ROAD

LA PLATA ROAD

KACHINA ROAD

70+00

60+00

65+

500+00

505+00

510+00

515+00

520+00

530+00

535+00

540+00

0+

405+00

410+00

415+00

420+00

425+00

430+00

0+

5+

0+

50+

40+00

45+00

35+00

15+00

380+00

5+

30+00

20+00

+0

5+

0+

5+

5+

00 3

M A

N A

N A R

O A

D

Y U

C C

A L

A N

E

HOHOKAM LANE

F

IL

O R

E E L

A N

E

L A

N E

Q U

A

IL

Not to Scale

KEY MAP

WATER PLAN & PROFILE SHEETS

DAOR LIART REED

20+00

15 15

2 3

2 105

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:2

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

W a te r\

T T S

S w tr k e y m a p .d g n

Call 811 or Click Arizona811.com

Contact Arizona 811 Two Working

Before You Dig

BLUE STAKE, INC.

02/26/25

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

TT0752

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

GB

DL

DL

CHECKED

DATEBY

DESIGNED

DATE

SHEET

OF

DRAWN

NO. REVISION BY

PROJECT NO. TT0752

WATER LINE IMPROVEMENTS

TONTO HILLS

62/20 of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

69390

LOPEZ

DEANNA M.

for Pipes > 12" ** Scale to Actual Width

LC

LF

LM

LP

GENERAL NOTES

MH

W

SP

MW

6"W (TYPE)

8"SS (TYPE)

MB

Manhole

US Mail Box

Water Valve

Water Meter

Wood Utility Pole

Steel Utility Pole

Concrete Utility Pole

Street Name Sign

Sign (1 Post)

Sign (2 Posts)

Traffic Pull Box and Foundation

Traffic Signal Pole

Traffic Control Cabinet

Guy Wire

Fire Hydrant

Slope Direction

Mast Arm

Street Light on

Irr Stand Pipe

Utility Pedestal

Survey Monument in HandHole

Survey Monument

Riprap (Plan & Section)

Ground Surface (Section)

Overhead Telephone

Overhead Power

Flow Line

Forest or Reservation Boundary

Easement

Exist Irrigation Line (Matl)**

Exist Buried Cable TV Line

Exist Buried Telephone Line

New Guardrail

New Chain Link Fence

New Barb Wire Fence

Jurisdictional Boundary

New Pipe **

Exist Fiber Optic Line

Exist Storm Drain Line (Matl)**

Exist Edge of Pvmt

Exist R/W Line

Property Line

Railroad Tracks

Trans Cut to Fill

Exist Barb Wire Fence

Exist Chain Link & Gate

Exist Block Wall & Gate

Exist Wood Fence

Exist Guardrail

Exist Water Line**

Exist Sanitary Sewer Line**

Exist Buried Electric Line

Exist Electric Duct Bank

Catch point Top of Embankment Cut

Catch point Toe of Filled Slope

Exist Gas Line (Matl)**

PROJECT DISTURBED AREA

INDEX

GENERAL NOTES

SYMBOLS

ABBREVIATIONS

not shown.

* Standard dictionary abbreviations

Tree or Hedge Line

Saguaro CactusAngle Point

Property Line or Plate

Monument Line

Flow Line

Center Line

Bench Mark

New Bit Pvmt (Section)

New ABC (Section)

New Conc (Section)

Correction (VPI to VC) Concrete Pipe Crown Corrugated Steel Pipe Corrugated Steel Pipe Arch Concrete Treated Base

Drainage Area Drainage Easement Deflection Detail

Ductile Iron Pipe Drain(age) Driveway Drawing

Electric(ity) External End Curb Return End Full Super Elevation Embankment Edge of Pavement Easement Excavation Existing Expansion Joint

Face of Curb

Found Finished Floor (Elevation) Fire Hydrant

Freeway of Maricopa County Flood Control District

Gutter (Flow Line Elevation) Gauge Grade Break General Land Office Gas Meter Ground Guy Pole Grade Guardrail Gas Valve

High Density Polyethylene Headwall Hand Hole High

High Water

Inside Diameter

Invert Irrigation

Long Chord Lump Sum Left

Material Maricopa County

Manhole

Minimum Marked Modify Monument

Normal Crown of Governments Maricopa Association of Transportation Maricopa County Department

Elimination System National Pollutant Discharge

Outside Diameter

Pavement (Surface Elevation) Pedestal Point of Curvature Point of Compound Curvature Portland Cement Concrete

On Center

Pavement Portland Cement Concrete

Point of Intersection Point of Beginning Point on Curve Point of End Point on Tangent Power Pole Point of Reverse Curvature Preliminary Project Proposed

Point of Tangency Point of Vertical Curvature Poly Vinyl Chloride Point of Vertical Intersection Pavement

Point of Vertical Tangency

Quantity of Drainage Runoff Quarter

Radius Range Reinforced Concrete Pipe

AASHTO

AB

AC

AC

ACBC

ACI

ACP

ADOT

ACSC

ACFC

AISC

AL

APS

Asph

ASTM

AWS

B/C

BC

BCR

BCT

Bdy

BFS

Bit

Bev

Bk Bkfl

BLM

BM

C&G Cab

CAP

CAPA

CB

Cor

Cont

Conn Conc

CO

CMPA

CLK

CLD

Clr

CIPP

CIP

CG

CBC

Ahd

Corr

CP

CR

CSP

CSPA

CTB

DA

DE

Def Det

DIP

Drn D/W Dwg

E e

ECR

EFS

El Emb

Esmt Exc Exist

F/C

FCDMC

Fd

FF

Fwy

FH

G ga

GB

GLO

GM

Gnd

GP

Gr

GR

GV

HDPE

Hdwl

HH

HW

HI

ID

Inv Irr

LC

LS

Lt

MAG

Matl

MC

MCDOT

MH

Min Mkd Mod Mon

NC

NPDES

NPI

OC

OD

P Ped

PC

PCC

PCCP

PI

POB

POC

POE

POT

PP

PRC

Prel Proj

PVRC

PT

PVC

PVC

PVI

Pvmt

PVT

Q Qtr

R

RCP

R

Prop

PCC

RGRCP

Ret Reloc

RR

R/W Rt

S Sch

SCS

SD

SD

SE

Sec

SG

Shldr Shr Sht Sk Specs

SRP

SS

SSD

Sta Std Struc Subdiv Super Sw

SWG

S/W

T T T

TC

TCE

Trans

TS

Typ

VC

VCP

VG

w/ w/o

WM

WV

WWF

Aggregate Base Asphaltic Concrete Aluminum Cap Asphaltic Concrete Base Course Asphalt Concrete Friction Course American Concrete Institute Asbestos Cement Pipe

Ahead

Aluminum Arizona Public Service Company Asphalt

American Welding Society

Back of Curb Brass Cap Begin Curb Return Breakaway Cable Terminal Boundary

Begin Full Super Bevel(ed)

Bituminous Back Backfill

Bench Mark Bureau of Land Management

Curb and Gutter Cabinet Corrugated Aluminum Pipe

Concrete Box Culvert Cattle Guard

Cast Iron Pipe Cast-in-Place Pipe

Clear(ance) Concrete Lined Ditch Century Link Corrugated Metal Pipe Corrugated Metal Pipe Arch Clean Out Concrete Connection

Continuous

Corner

Catch Basin

Surface Course Asphalt Concrete

Transportation Officials of State Highway and American Association

Pipe Arch Corrugated Aluminum of Transportation Arizona Department

Steel Construction American Institute of

Testing Materials American Society for

Relocate Retain(ing) Rubber Gasket Reinforced Concrete Pipe Railroad Right Right of Way

Slope Schedule Soil Conservation Service Sight Distance Storm Drain Slope Easement Section Subgrade Shoulder Shrinkage Sheet Skew Specifications Salt River Project Sanitary Sewer Stopping Sight Distance Station Standard Structural Subdivision Superelevation Swell Sidewalk Southwest Gas Corporation

Tangent Length Telephone Township Top of Curb Temporary Construction Easement

Transition Traffic Signal Pole

Typical

Vertical Curve Vitrified Clay Pipe Valley Gutter with without Water Meter Water Valve Welded Wire Fabric

Reverse Curvature Point of Vertical

Reinforcing Bar Reinforced(ing)

Rebar Reinf

Midwest Guardrail System

RoadwayRdwy

OffsetOFF ift............. International Feet

Length of CurveL

Dia........... Diameter

DISTURBED AREA WITHIN (UUA): 0,000,000 ft² = 0,000.00 Acres

UUA

Areas Unincorporated Urbanized

New Ribbon Curb

BOF

BOW

Bottom of Footing Bottom of Wall

CenterlineC ..............L

CJ

CMP

Construction Joint

Ht..............Height

Expansion Joint Exp Jt

EP

EJ

MaximumMax

MGS

No. , # ......Number

PT.............Point

Top of WallTOW TOF..........Top of Footing

FOT...........Fiber Optic Telephone

Const........Construction

CIMJ.........Cast Iron Mechanical Joint

PRIMARY CONTROL

3254.625'

723,588.552'

489,394.559'

3161.575'

111°50'22.42145" W

33°51'22.98574" N

1LJ1

3421.134'

726,638.138'

493,436.381'

3328.334'

111°49'46.22625" W

33°52'02.93951" N

130796

ELEVATION (NAVD88 GDACS):

EASTING:

NORTHING:

ELLIPSOID HEIGHT:

LONGITUDE:

LATITUDE:

NAME:

ELEVATION (NAVD88 GDACS):

EASTING:

NORTHING:

ELLIPSOID HEIGHT:

LONGITUDE:

LATITUDE:

NAME:

TransformerTSFM Junction BoxCJB

Vault VAULT

ELECTRIC

2H O

TSFMTransformer

Sign (Water Underground)

Flow Arrow

New Roll Curb, Type C

New Roll Curb, Type D

KY

Not to ScaleNTS Non-Payment Item

TOTAL DISTURBED AREA: 226,427.01 ft² = 5.20 Acres mail service. This is a non-pay item.

shall temporarily relocate mailboxes as necessary to provide uninterrupted

Construction activities shall not interfere with mail delivery. The Contractor governments for work within their jurisdiction.

The Contractor shall obtain all the necessary permits from local the adjacent roadway unless noted otherwise.

All paved turnouts shall have the same asphalt and base requirements as restored by the Contractor at no additional cost to the County.

noted otherwise. Any fences damaged during construction shall be interfere with construction, shall be removed by the Contractor unless

All trees, bushes and obstacles inside the existing right-of-way which centerline unless noted otherwise.

All stations and call out distances left and right refer to the construction responsibility of the Contractor, subject to the approval of the Engineer.

Disposal of all waste material, broken concrete, etc. will be the company concerned unless noted otherwise.

Utilities interfering with construction shall be reset or relocated by the utility two working days prior to beginning any excavation.

The Contractor shall contact "Arizona811" at 811 or (602) 263-1100

The Contractor shall verify the actual location before starting construction.

All existing utility lines shown on the plans are from available utility records.

Details for Public Works Construction unless noted otherwise.

Standard Details refer to the MAG Uniform Standard Specifications and

2024 and the project Special Provisions.

MCDOT Supplement to the MAG Standard Specifications dated January, by the Maricopa Association of Governments (MAG) as modified by the

Uniform Standard Specifications for Public Works Construction published

All work shall conform with the 2024 Revision to the 2020 Edition of the

CONSTRUCTION SEQUENCE PLAN SHEET

POTHOLE SUMMARY SHEETS

POTHOLE PLAN SHEETS

RIGHT-OF-WAY KEY MAP AND DETAIL SHEETS

WATER PLAN AND PROFILE SHEETS

TRENCH DETAIL SHEET

WATER GENERAL NOTES

GEOMETRIC CONTROL SHEETS

WATER QUANTITY SUMMARY

GENERAL NOTES

KEY MAP

FACE SHEET

103-104..

77-102...

37-76

15-36

7-12

5-6

3-4

3 105

3 105

TRACS NO.

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:3

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

S

G e n e ra lN o te s .d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

IQ

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

WATER LINE IMPROVEMENTS

TONTO HILLS

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

GENERAL NOTES

LENGTH OF PROJECT DESIGN DATA

TOTAL=

SOMBRERO ROAD STA 380+00.00 TO STA 389+75.00

ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

QUAL LANE 2

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

QUAIL LANE

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

YUCCA LANE

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

HOHOKAM LANE

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

HOHOKAM ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

SOMBRERO ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

OLD MINE ROAD 2

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

OLD MINE ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

KACHINA ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

DEER TRAIL ROAD 2

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

DEER TRAIL ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

FILOREE LANE

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

MANANA ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

TURQUOISE LANE

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

TONTO ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

LA PLATA ROAD

(2040) AVERAGE DAILY TRAFFIC

(2020) AVERAGE DAILY TRAFFIC

DESIGN SPEED

TERRAIN

CLASSIFICATION

BLUE WASH ROAD

KY/IQ

25 MPH

MOUNTAINOUS

RURAL/LOCAL

32/VPD

21/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

12/VPD

8/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

38/VPD

25/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

52/VPD

35/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

18/VPD

12/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

25 MPH

MOUNTAINOUS

RURAL/LOCAL

326/VPD

216/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

49/VPD

32/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

25 MPH

MOUNTAINOUS

RURAL/LOCAL

301/VPD

200/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

25 MPH

MOUNTAINOUS

RURAL/LOCAL

81/VPD

54/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

38/VPD

25/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

170/VPD

113/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

301/VPD

200/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

107/VPD

71/VPD

25 MPH

MOUNTAINOUS

RURAL/LOCAL

4,421.58

3,687.12

2,669.78

979.67

3,299.11

545.23

2,304.11

272.71

2,862.79

4,728.78

177.69

975.00

1,830.79

530.39

520.02

606.14

241.46

30,650.93

OLD MINE ROAD STA 312+11.22 TO STA 359+40.00

OLD MINE ROAD 2 STA 375+12.00 TO STA 376+89.69

LA PLATA ROAD STA 230+21.84 TO STA 267+08.96

QUAIL LANE 2 STA 70+11.68 TO STA 72+53.14

KACHINA ROAD STA 200+06.42 TO STA 228+69.21

BLUE WASH ROAD STA 500+00 TO STA 544+26.87

TONTO ROAD STA 200+11.93 TO STA 226+81.71

DEER TRAIL ROAD STA 134+02.10 TO STA 157+06.21

DEER TRAIL ROAD 2 STA 35+02.29 TO STA 37+75.00

HOHOKAM ROAD STA 20+07.93 TO STA 38+38.72

HOHOKAM LANE STA 25+01.80 TO STA 30+32.19

MANANA ROAD STA 400+12.00 TO STA 433+11.11

FILOREE LANE STA 15+08.93 TO STA 20+54.16

YUCCA LANE STA 60+01.59 TO STA 65+21.61

TURQUOISE LANE STA 50+11.95 TO STA 59+91.62

QUAIL LANE STA 40+01.42 TO STA 46+07.56

30,650.93/5280= 5.81 miles *

WATER LINE WORK LIMITS ARE DEPICTED ON THE PROJECT PLANS.

AND CAN BE USED FOR REFERENCE.

* STATION LIMITS ARE FOR THE ENTIRE ROADWAY SEGMENTS LISTED

4 105

4 105

TRACS NO.

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:4

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

S

G e n e ra lN o te s .d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

WATER QUANTITY SUMMARY

UNIT

NUMBER

ITEM

ITEM DESCRIPTION

SHEET NUMBER

ZK

SUMMARY OF ESTIMATED QUANTITIES (WATERLINE)

20 21 22 2318 24 25 26 27 28 29 30 3117 19

TOTAL

SHEET

5 105

5 105

630.01106

630.01104

630.01102

630.01100

615.10006

615.10004

610.27000

610.01006

610.01004

610.01102

350.02103

350.01002

350.00998

350.00997

350.00996

350.00994

350.00992

350.00990

345.01503

330.01520

330.01420

330.01221

330.01220

330.01121

330.01120

301.01000

6 in Gate Valve with Box & Cover

4 in Gate Valve with Box & Cover

2 in Gate Valve with Box & Cover

Type A Flushing Pipe per MAG Det 390

6 in Ductile Iron Pipe, Restrained Joints

4 in Ductile Iron Pipe, Restrained Joints

Relocate Fire Hydrant, MAG Det 360

6 in AWWA C900, Class 150 Waterline with Fittings

4 in AWWA C900, Class 150 Waterline with Fittings

2 in Sch. 80 PVC Pipe Waterline with Fittings

Remove Gate Valve with Box & Cover

Remove 2 in DIP, Backfill and Compact

Remove 4 in PVC, Backfill and Compact

Remove 2 in PVC, Backfill and Compact

Remove 6 in ACP, Backfill and Compact

Remove 4 in ACP, Backfill and Compact

Remove 2 in ACP, Backfill and Compact

Exploratory Trenching, Backfill and Compact

Adjust and Reconnect Domestic Water Service to Main

Liquid Asphalt MC-250

Rubber Asphalt Binder (RAB), Field or Terminal Blend

Penetration Chip Construction, High Volume

Stone Chips, High Volume (pre-coated)

Rubber Chip Construction, Low Volume

Stone Chips, Low Volume (pre-coated)

Subgrade Preparation

EA

EA

EA

EA

LF

LF

Ea

LF

LF

LF

EA

LF

LF

LF

LF

LF

LF

LF

EA

Ton

Ton

SY

Ton

SY

SY

SY

2.5

3.8

1,809

24.9

1,809

20.4

1,809

0.8

1.2

8.1

6.6

0.7

1.0

6.9

5.7

1.5

2.2

1,060

14.6

1,060

1,060

1.1

1.6

10.9

8.9

2.1

3.1

1,509

20.8

1,509

1,509

0.5

0.8

5.1

4.2

1.4

2.1

1,021

14.1

1,021

11.5

1,021

1.4

2.1

1,002

13.8

1,002

11.3

1,002

0.2

0.4

2.5

1.3

1.9

12.6

10.3

2.7

4.1

1,957

1,957

22.1

1,957

1.5

2.2

1,069

14.8

1,069

12.1

1,069

2.7

4.0

1,907

26.3

1,907

21.5

1,907

0.7

1.1

7.3

1.1

1.7

1.1

1.6

10.7

8.8

1,145

4,581

2,863

2,732

6,773

23.3

34.9

16,768

231.4

16,768

16,768

TRACS NO.

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:3

:3

P

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

S

Q u a n ti ty

S u m m a ry

S h t1 .d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

IQ

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

WATER QUANTITY SUMMARY

UNIT

NUMBER

ITEM

ITEM DESCRIPTION

SHEET NUMBER

IQ

ZK

SUMMARY OF ESTIMATED QUANTITIES (WATERLINE)

32 33 34 35 36

TOTAL

GRAND

TOTAL

SHEET

6 105

6 105

630.01106

630.01104

630.01102

630.01100

615.10006

615.10004

610.27000

610.01006

610.01004

610.01102

350.02103

350.01002

350.00998

350.00997

350.00996

350.00994

350.00992

350.00990

345.01503

330.01520

330.01420

330.01221

330.01220

330.01121

330.01120

301.01000

6 in Gate Valve with Box & Cover

4 in Gate Valve with Box & Cover

2 in Gate Valve with Box & Cover

Type A Flushing Pipe per MAG Det 390

6 in Ductile Iron Pipe, Restrained Joints

4 in Ductile Iron Pipe, Restrained Joints

Relocate Fire Hydrant, MAG Det 360

6 in AWWA C900, Class 150 Waterline with Fittings

4 in AWWA C900, Class 150 Waterline with Fittings

2 in Sch. 80 PVC Pipe Waterline with Fittings

Remove Gate Valve with Box & Cover

Remove 2 in DIP, Backfill and Compact

Remove 4 in PVC, Backfill and Compact

Remove 2 in PVC, Backfill and Compact

Remove 6 in ACP, Backfill and Compact

Remove 4 in ACP, Backfill and Compact

Remove 2 in ACP, Backfill and Compact

Exploratory Trenching, Backfill and Compact

Adjust and Reconnect Domestic Water Service to Main

Liquid Asphalt MC-250

Rubber Asphalt Binder (RAB), Field or Terminal Blend

Penetration Chip Construction, High Volume

Stone Chips, High Volume (pre-coated)

Rubber Chip Construction, Low Volume

Stone Chips, Low Volume (pre-coated)

Subgrade Preparation

EA

EA

EA

EA

LF

LF

Ea

LF

LF

LF

EA

LF

LF

LF

LF

LF

LF

LF

EA

Ton

Ton

SY

Ton

SY

SY

SY

0.5

0.7

4.6

3.8

0.9

1.3

8.7

7.1

0.6

0.8

5.5

4.5

0.3

0.4

2.8

2.3

1.2

1.9

12.3

10.1

1,282

3.5

5.1

2,449

2,449

2,449

1,519

5,304

3,199

3,424

8,055

26.8

40.0

19,217

19,217

19,217

TRACS NO.

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:3

:4

P

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

S

Q u a n ti ty

S u m m a ry

S h t2 .d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

TRACS NO.

REGION

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:3

P

M /1

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

C

G e o m C o n t_

.d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

0 5

0+

0+

5+

0+

+00

250+00

255+00

260+00

265+00

PT 247+95.43

P C .7

PC 259+30.51

PT 264+60.33

PRC 261+88.37

P T

.6

P C

.2

P O

E

.6

P I .9

P T .7

P O

E

.1

P T

.7

P C

.1

P C

.3

PC

3+ .40

POB 2

+0 0.0

P O

B

.0

0 P C .5

P O

B

.0

POE 267+50.00

P T

.7

P T .3

P C

.6

P T

.5

P T

.1

P C

.1

P C

.3

P T

.4

P R

C

.6

P T

.4

P R

C

.9

P O

E

.0

P C

.4

P C

+3 8.

P T

.7

P T

.6

P C

.8

P C

.2

P O

B

.0

P T .9

P O

B

+0 0.

P O

E .3

MKD "1/4 S9 S10 1963"

3-1/4" BLM BRASS CAP

1/4 COR SEC 9 & 10 T6N R5E

3234201

S15 S14 1973"

MKD "T6N R5E S10 S11

3-1/4" BLM BC

T6N R5E

COR SEC 10, 11, 14, & 15

7326201

GEOMETRIC CONTROL

OffsetStation Northing Easting ElevationPoint #

MANANA RD

LA PLATA RD

BLUE WASH RD

MKD "T6N R5E 1/4 S15 S14 1973"

3-1/4" BLM BC

T6N R5E

1/4 COR SEC 14 & 15

7326301

YUCCA LANE

PT

Station Northing Easting

496548.075 724653.337

Point Name

ALIGNMENT CONTROL POINTS

Roadway

496588.228 724895.138

496495.252 725384.045

496417.513 725623.368

Point Type

PT

PT

PC

POB

PC

496529.042 724619.865

68158

68156

68035

Manana Rd

La Plata Rd

400+00.0068108

400+38.50

402+88.77

407.86.44

410+38.74

495868.604 726788.638PC68155 423+26.82

727076.847PT68153 426+28.67

727502.630PT

428+12.24 727258.659PC

430+63.60

495757.497

495698.681

727747.286433+22.64 495613.578POE

POB

PC

PT

PC

PC

PRC

PT

POE

68049

233+07.40

230+00.00

236+50.71

239+14.75

247+95.43

259+30.51

261+88.37

264+60.33

267+50.00

493348.253

493559.704

493736.021

493821.433

494418.231

495485.543

495739.530

496003.874

496262.175

726601.903

726825.026

727116.531

727366.371

727973.934

728360.253

728383.028

728423.153

728554.265

Blue Wash Rd

POB

PC

PT

PC

PRC

PT

500+00.00

501+43.33

504+49.43

507+17.34

512+51.67

514+53.94

516+55.46

497453.989

497463.104

497405.489

497289.798

497163.153

497124.412

497082.032

724437.898

724580.939

724878.201

725119.838

725635.078

725832.748

726029.103

PC

PT

PC

PT

PC

PT

PC

PT

POE

520+18.65

523+60.38

524+82.53

526+44.54

535+53.13

537+49.76

541+13.15

543+02.14

544+50.00

497055.329

496888.706

496786.931

496685.251

496334.998

496303.638

496329.933

496289.572

496217.509

726391.307

726676.186

726743.731

726866.851

727705.211

727897.509

728259.949

728441.863

728570.974

POB

494690.839

494796.112

728394.981

728110.710

POB

PC

Quail Ln 2

POE

70+00.00

73+03.14

PT

POE

59+50.00

63+52.99

65+22.37

Yucca Ln

496645.054

496592.778

496597.194

496651.172

726963.066

726801.956

726560.758

726413.054

495782.818

LP1 LP2 LP3 LP4

BW1 BW2 BW3 BW4

BW5 BW6 BW7 BW8

Y1

M1 M2

M3 M4

LP1

LP2

LP3

LP4

Y1

M2

M3

M4

BW2

BW3

BW4

BW5

BW6

BW7

230+86.92 39.04' Lt 493436.38 726638.14 3421.13130796

61+07.26

BW1

M1

BW8

PRC

LANE 2

L A P

L A

T A R

O A

D

QUAIL

BLUE WASH ROAD

MANANA ROAD

YUCCA LN

Sta 346+26.58 Old Mine Rd

Sta 400+00.00 Manana Rd =

Sta 65+22.37 Yucca Ln

Sta 527+48.82 Blue Wash Rd =

Sta 267+19.12 La Plata Rd

Sta 544+14.86 Blue Wash Rd =

Sta 219+41.16 Tonto Rd

Sta 433+22.64 Manana Rd =

Sta 70+00.00 Quail Ln 2

Sta 251+97.35 La Plata Rd =

Sta 305+71.03 Old Mine Rd

Sta 230+00.00 La Plata Rd =

Sta 200+00.00 Tonto Rd

Sta 237+70.96 La Plata Rd =

Old Mine Rd

Sta 355+99.92

Blue Wash Rd =

Sta 500+00.00

337628

337361

337357

PROJECT BENCHMARKS (LA PLATA RD)

Sta 157+17.64 Deer Trail Rd

Sta 417+97.24 Manana Rd =

Tonto Rd

Sta 226+83.81

Blue Wash Rd =

Sta 538+53.69

337358

337608

R = 355.00'

L = 250.26'

T = 130.58'

PI Sta 401+69.09

R = 1000.00'

L = 252.30'

T = 126.82'

PI Sta 409+13.26

R = 1000.00'

L = 301.85'

T = 152.08'

PI Sta 424+78.90

R = 1280.00'

L = 251.36'

T = 126.09'

PI Sta 429+38.32

R = 370.00'

L = 245.73'

T = 127.59'

PI Sta 62+34.85

R = 800.00'

L = 343.31'

T = 174.34'

PI Sta 234+81.74

R = 985.00'

L = 880.69'

T = 472.23'

PI Sta 243+86.98

R = 500.00'

L = 257.86'

T = 131.86'

PI Sta 260+62.37

R = 426.19'

L = 271.96'

T = 140.79'

PI Sta 263+29.16

R = 600.00'

L = 306.10'

T = 156.46'

PI Sta 502+99.79

R = 1300.00'

L = 534.33'

T = 270.99'

PI Sta 509+88.33

R = 640.00'

L = 202.27

T = 101.99

PI Sta 513+53.65

R = 725.00'

L = 201.52'

T = 101.42'

PI Sta 515+55.36

R = 375.00'

L = 341.73'

T = 183.76'

PI Sta 522+02.41

R = 275.00'

L = 162.01'

T = 83.43'

PI Sta 525+65.97

R = 420.00'

L = 196.63'

T = 100.15'

PI Sta 536+53.28

R = 325.00'

L = 188.99'

T = 97.25'

PI Sta 542+10.40

7 105

7 105

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

KATZ

ZAHIT

CENTERLINE

CONSTRUCTION

CENTERLINE

CONSTRUCTION

EXIST R/W

EXIST R/W

EXIST R/W

SECTION LINE

SECTION LINE

T N

R5E

9 10

14 15

.2

N °0

'4 "W

N89 °53 '29

"E

.57

1.7

6'N89 °56 '03

"E

N °0

'4 "W

.6

.0

S °3

'5 "W

S '5

"W

.3

S '3

"W

.3

4697.43'

S65°22'39"E

N °0

'2

"E

.8

SCALE IN FEET

Hor: 1"=200'SCALE:

200 4002000

ELEV = 3421.13'

MKD "CP100 2013"

2" MCDOT ALUMINUM CAP

CONTROL POINT

130796

SECTION LINE

Boundary Subdivision

Boundary Subdivision

KY

143.33'

267.90'

122.15'

363.19'

38.50'

497.67'

1288.08'

183.57'

259.04'

169.38'

908.58'

363.39'

147.86'

289.67'

1135.08'

264.04' CENTERLINE

CONSTRUCTION

307.40'

10 11

15 14

N6T

303.14'

157.26'

SCOTTSDALE

CITY OF

FOREST

NATIONAL

TONTO

FOREST

NATIONAL

TONTO

ELEV = 3421.50'

2" MCDOT ALUMINUM CAP

CONTROL POINT

330735 to COR SEC 10,11,14 & 15 to COR SEC 10,11,14 & 15

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:1

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

C

G e o m C o n t_

.d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

40+00

+0

0 2

50+00

0 1

35+00

38+00

P I .5

P C

.6

P T

.5

P T

.3

P C

.3

P T

.9

POB 35+00.00

POE 38+00.00

P O

E

.6

P C

.0

P T

.8

P O

E .0

POE

+1 8.9

P O

B .0

PT

+6 0.7

POB 39+5

0.00

PC 42+4

1.41

P C .2

PC 51+75.93

P T .3

POB 50+00.00

P T

.5

P O

E

.8

S16 S15 1963"

MKD "T6N R5E S9 S10

3-1/4" BLM BC

T6N R5E

COR SEC 9, 10, 15, & 16

3234101

S15 S14 1973"

MKD "T6N R5E S10 S11

3-1/4" BLM BC

T6N R5E

COR SEC 10, 11, 14, & 15

7326201

MKD "T6N R5E 1/4 S15 S14 1973"

3-1/4" BLM BC

T6N R5E

1/4 COR SEC 14 & 15

7326301

GEOMETRIC CONTROL

Deer Trail Rd

PT

PC

PT

PC

PT

PC

PT

POE

68016

68072

133+88.38

134+21.37

137+22.51

144+67.66

149+17.97

151+56.04

154+41.89

157+17.64

493849.012

493871.685

494141.642

494886.443

495333.780

495567.929

495846.401

496094.281

726127.748

726151.705

726264.151

726241.588

726193.691

726150.668

726188.744

726309.553

494154.010 726543.02438+00.00

35+00.00 494257.447 726261.420

POE

POB

Station Northing EastingPoint Name

ALIGNMENT CONTROL POINTS

Roadway Point Type

Ln

Turquoise

POE

PT

PC

POB

60+20.00

54+26.31

51+75.93

50+00.00

495145.217

494578.558

494403.948

494344.055

726775.684

726952.795

727119.813

727285.240

Tonto Rd

POB

PC

PT

POE

68039

68051

68053

200+00.00

200+50.23

203+90.57

226+83.81

493774.921

493822.416

494156.211

496311.159

727230.320

727213.965

727216.873

728001.173

DEER TRAIL RD

TURQUOISE LN TONTO RD QUAIL LANE

POE

PT

PC

POB

46+18.98

45+60.78

42+41.41

39+50.00

495103.394

495096.136

495110.385

495172.477

726226.843

726169.095

725851.576

725566.863

Quail Ln

68054T1 Q1

DT5 DT6 DT7

TQ1

Q1

DT5

DT6

DT7

TQ1

T1

- PI 138+45.53 494264.627 726261.250

ROADDEER T

RAIL

T R

A

IL

TONTO ROAD

TU

R

Q U

O

IS

E

LAN

ED

E

E R

Q U

A

IL

L

A N

E

R D

FOREST

NATIONAL

TONTO

FOREST

NATIONAL

TONTO

Rd 2

Deer Trail

337358

337361

337357

R = 360.00'

L = 301.14'

T = 160.01'

PI Sta 135+81.38

R = 3000.00'

L = 450.32'

T = 225.58'

PI Sta 146+93.24

R = 450.00'

L = 285.84'

T = 147.93'

PI Sta 153+03.97

R = 272.00'

L = 250.37'

T = 134.85'

PI Sta 53+10.78

R = 500.00'

L = 340.34'

T = 177.06'

PI Sta 202+27.29

R = 940.00'

L = 319.37'

T = 161.24'

PI Sta 44+02.65

8 105

8 105

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

EXIST R/W

CENTERLINE

CONSTRUCTION

CENTERLINE

CONSTRUCTION

EXIST R/W

EXIST R/W

EXIST R/W

SECTION LINE

SECTION LINE

N00° 03'

47" W

9.6

5'

16 15

N °5

'3 "E

.1

N °5

'2 "E

.5

N °5

'0 "E

.7

S16°51'02"W

S 63°34'51"W

1081.00'

S24°00'58"W

1143.36'

S °2

'3

"E

1625.33' S24°01'39"W

.4

Boundary Subdivision

Boundary Subdivision

KY

622.13'

300.00'

58.20'

CENTERLINE

CONSTRUCTION

291.41'

238.07'

275.75'

50.23'

175.94'

2293.24'

593.69'

123.02'

EXIST R/W

EXIST R/W

2549.21'

Sta 417+97.24 Manana Rd

Sta 157+17.64 Deer Trail Rd =

Sta 312+60.66 Old Mine Rd

Sta 133+88.38 Deer Trail Rd =

Sta 46+18.98 Quail Ln

Sta 146+85.16 Deer Trail Rd =

Sta 237+70.96 La Plata Rd

Sta 200+00.00 Tonto Rd =

Sta 50+00.00 Turquoise Ln

Sta 205+90.47 Tonto Rd =

Sta 538+53.69 Blue Wash Rd

Sta 226+83.81 Tonto Rd =

Sta 35+00.00 Deer Trail Rd 2

Sta 138+38.35 Deer Trail Rd =

Sta 433+22.64 Manana Rd

Sta 219+41.46 Tonto Rd =

32.98' information for additional geomertic

See Sheet 10

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:2

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

C

G e o m C o n t_

.d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

0 3

0 3

0 3

+00

+20

380+

15+00

20+00

20+

+0

+0

30+

PT 19+76.19

P C .7

P T .3

PC 2

0+5

5.5

POB 2

0+0

0.0

POE 21+00.00

PC 15+39.79

P C

.5

P

T

.5

PRC 3

82+

36.

POB 15+00.00

P O

E

.1

P T

.5

P T .6

PT 29+96

.19

P O

E

.7

POE 30+60.77

P R

C

.9

P T

.1

PT 37+98.65

P C 6+

.6

P C .5

P T .2

P C .6

P O

B 4+

.0

PC

+5 3.

PT

+6 2.

PC 38

1+53

.48

P C

.3

P T

.9

P C

.5

P T

.8

P C

.2

P T

.0

P T

.4

P R

C .1

P C

.4

P O

B

.0

P R

C

.5

P C

.2

P T

.4

P C

.8

P O

E .0

P T .3

P R C

.7

POB 38

0+00

.00

P O E .0

P O

B .0

P C .6

P T

.5

P C

.4

P T

.7

P C

.6

P T

.3

P C

.2

S15 S14 1973"

MKD "T6N R5E S10 S11

3-1/4" BLM BC

T6N R5E

COR SEC 10, 11, 14, & 15

7326201

S16 S15 1963"

MKD "T6N R5E S9 S10

3-1/4" BLM BC

T6N R5E

COR SEC 9, 10, 15, & 16

3234101

MKD "1/4 S9 S10 1963"

3-1/4" BLM BRASS CAP

1/4 COR SEC 9 & 10 T6N R5E

3234201

GEOMETRIC CONTROL

Station Northing EastingPoint Name

ALIGNMENT CONTROL POINTS

Roadway Point Type

Old Mine Rd

POB

PC

PRC

PC

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PRC

PRC

68029 300+00.00

313+42.45

316+31.10

319+40.47

322+09.27

326+03.54

328+06.95

328+95.35

330+98.01

331+48.21

334+14.89

335+34.84

337+67.75

338+93.42

341+17.57

346+92.26

349+82.34

352+21.64

353+14.16

355+59.65

356+32.97

357+82.74

492933.609

493908.406

494069.085

494233.255

494415.947

494700.425

494878.442

494966.755

495166.312

495213.897

495457.676

495538.122

495751.068

495869.997

496086.567

496586.136

496851.713

497080.171

497171.637

497413.976

497487.028

497634.206

726994.517

726071.510

725834.439

725574.291

725377.112

725105.566

725019.235

725015.283

725043.307

725059.274

724995.469

724906.488

724851.331

724891.912

724871.472

724587.400

724472.098

724400.887

724394.394

724433.610

724438.195

724460.761

Station Northing EastingPoint NameRoadway Point Type

POB

PC

PT

PC

PT

PC

PT

PC

PT

POE

68124

68126

68130

68132

68133

68135

68136

20+00.00

20+55.57

23+32.61

25+90.69

30+34.24

34+14.56

35+62.64

36+53.48

37+98.65

38+48.72

495652.032

495641.937

495667.705

495761.365

496123.562

496489.167

496623.449

496699.660

496831.149

496879.198

724843.603

724788.962

724516.663

724276.185

724096.670

724201.450

724262.580

724311.998

724372.318

724386.391

OLD MINE RD

Station Northing EastingPoint NameRoadway Point Type

Sombrero Rd

ALIGNMENT CONTROL POINTS

ALIGNMENT CONTROL POINTS

POB

PC

PRC

PT

PT

POE68148

380+00.00

381+53.48

382+36.15

385+43.55

386+69.52

390+15.15

494637.689

494595.512

494557.236

494578.544

494678.400

494985.416

725177.870

725030.301

724957.682

724680.479

724604.412

724445.673

Filoree Ln

POB

PC

PT

PC

PT

POE

15+00.00

15+39.79

16+74.33

18+22.71

19+76.19

21+00.00

495975.541

495978.539

495948.296

495872.502

495840.109

495852.885

724905.358

724945.040

725073.993

725201.554

725348.915

725472.059

SOMBRERO RD

68136

POB

PC

PT

POE

24+50.00

26+45.61

29+96.19

30+60.77

496578.829

496759.375

496897.353

496879.198

723960.161

724035.425

724324.409

724386.391

POE

POB

377+20.00

375+00.00

494539.219

494377.840

725567.763

725418.240

PC 385+82.57 494607.731 724654.590

PT

324+12.58 494567.082 725241.558PRC

325+22.42 494647.396 725166.959PT

359+47.33 497794.657 724495.421PT

FILOREE LN

HOHOKAM RD HOHOKAM LN

Hohokam Ln

Hohokam Rd

HK1

O12O11O10

O13 O14

S1 S2

S3

H1 H2

H3 H4 F1 F2

O1 O2 O3 O4

O5 O6 O7 O8

O9

O1

O2

O3

O4

O5

O6

O7

O8 O9

O10

O11

O12

O13 O14

F1

F2

S1

S2

S3

H1

H2

H3

H4

HK1

360+00.00 497847.131 724499.953- POE

H O

H O

K A

M

OLD M

INE R

OAD

R O

A D

OLD MINE

ROAD

OR

E

R B

M O

S

DA

O R

FI

LO

REE

LN

L A

N E

H O

H O

K A

M

SCOTTSDALE

CITY OF

FOREST

NATIONAL

TONTO

R D

O L

D M

IN

E

Old Mine Rd 2

R = 665.00'

L = 288.65'

T = 146.64'

PI Sta 314+89.09

R = 839.16'

L = 309.37'

T = 156.46'

PI Sta 317+87.56

R = 1100.00'

L = 203.31'

T = 101.94'

PI Sta 323+11.22

R = 500.00'

L = 109.84'

T = 55.14'

PI Sta 324+67.72

R = 250.00'

L = 203.41'

T = 107.71'

PI Sta 327+11.26

R = 550.00'

L = 202.66'

T = 102.49'

PI Sta 329+97.85

R = 230.00'

L = 266.68'

T = 150.60'

PI Sta 332+98.81

R = 200.00'

L = 232.91'

T = 131.69'

PI Sta 336+66.53

R = 265.00'

L = 224.16'

T = 119.28'

PI Sta 340+12.69

R = 1350.00'

L = 290.08'

T = 145.60'

PI Sta 348+37.86

R = 200.00'

L = 92.52'

T = 47.10'

PI Sta 352+68.75

R = 375.00'

L = 73.31'

T = 36.77'

PI Sta 355+96.43

R = 400.00'

L = 149.77'

T = 75.77'

PI Sta 357+08.74

R = 650.00'

L = 164.59'

T = 82.74'

PI Sta 358+65.48

R = 220.00'

L = 134.54'

T = 69.45'

PI Sta 16+09.24

R = 240.00'

L = 153.48'

T = 79.47

PI Sta 19+02.18

R = 500.00'

L = 277.05'

T = 142.18'

PI Sta 21+97.75

R = 300.00'

L = 443.55'

T = 273.52'

PI Sta 28+64.20

R = 500.00'

L = 148.08'

T = 74.59'

PI Sta 34+89.15

R = 500.00'

L = 145.17'

T = 73.10'

PI Sta 37+26.58

R = 240.00'

L = 350.58'

T = 214.95'

PI Sta 28+60.55

R = 200.00'

L = 82.68'

T = 41.94'

PI Sta 381+95.42

R = 200.00'

L = 307.40'

T = 193.35'

PI Sta 384+29.50

R = 310.00'

L = 86.96'

T = 43.77'

PI Sta 386+26.33

9 105

9 105

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

N °5

'3 "E

.1

1397.23'

N00°04'45"W

.7

N °5

'5 "E

S '5

"W

.0

S 16°51'02"W

2549.2'

.8

N °0

'2 "E

N25°43'25"W

1163.22' N25°43'38"W

1843.34'

Boundary Subdivision

Boundary Subdivision

KY

268.80'

220.00'

345.63'

81.12'

153.48'

39.01'

88.40'

50.19'

119.95'

148.38'

39.80'

125.66'

258.07'

380.32'

90.83'

574.69'

64.59'

195.61'

239.30'

245.49'

50.07'

55.57'

11 10

R E

123.81'

52.67'

Sta 380+00.00 Sombrero Rd

Sta 325+07.81 Old Mine Rd =

Sta 133+88.38 Deer Trail Rd

Sta 312+60.66 Old Mine Rd =

Sta 20+00.00 Hohokam Rd

Sta 336+67.37 Old Mine Rd =

Sta 15+00.00 Filoree Ln

Sta 340+00.54 Old Mine Rd =

Sta 38+48.72 Hohokam Rd

Sta 30+60.77 Hohokam Ln =

Sta 500+00.00 Blue Wash Rd

Sta 355+99.92 Old Mine Rd =

SECTION LINE

to COR SEC 9,10,15 & 16 to COR SEC 9,10,15 & 16 to COR SEC 10,11,14 & 15

Sta 375+00.00 Old Mine Rd 2

Sta 321+53.21 Old Mine Rd =

337628

Sta 228+92.14 Kachina Rd

Sta 304+55.75 Old Mine Rd =

Sta 230+00.00 La Plata Rd

Sta 305+71.03 Old Mine Rd =

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:3

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

C

G e o m C o n t_

.d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

C

100+00

+00

P T

.1

P C

.2

P T

.2

P C

.1

P R

C

.7

P T

.1

P T

.7

P T

.8

P C

.9

P T

.3

P C

.7

POB 100+00.00

PC 102+63.36

P T

.3

P T

.3

P C

.0

P C

.1

P C

.1

PC 104+76.81

P C

C

.5

S21 S22 1963"

MKD "T6N R5E S16 S15

3-1/4" BLM BC

T6N R5E

COR SEC 16, 15, 21, & 22

3233101

NOT SEARCHED FOR

MID-POINT

CALCULATED AT

T6N R5E

1/4 COR SEC 15 & 16

NOT SEARCHED FOR

CALCULATED AT MID-POINT

1/4 COR SEC 15 & 22 T6N R5E

S22 S23 1973"

MKD "T6N R5E S15 S14

3-1/4" BLM BC

T6N R5E

COR SEC 14, 15, 22, & 23

S15 S14 1973"

MKD "T6N R5E S10 S11

3-1/4" BLM BC

T6N R5E

COR SEC 10, 11, 14, & 15

7326201

S16 S15 1963"

MKD "T6N R5E S9 S10

3-1/4" BLM BC

T6N R5E

COR SEC 9, 10, 15, & 16

3234101

OffsetStation Northing Easting ElevationPoint #

Station Northing EastingPoint Name

ALIGNMENT CONTROL POINTS

Roadway Point Type

Kachina Rd

68197

68021

68023

68025

68026

PC

PT

PC

PT

PC

PRC

PT

PC

200+00.00

201+85.20

203+37.14

206+56.15

220+79.23

222+74.72

225+10.89

226+80.97

490577.315

490750.086

490880.529

492517.913

492709.981

492939.028

493093.765

725677.119

725740.819

725818.732

725952.076

726407.490

726438.949

726488.592

726559.170

KACHINA RD

491169.681

PT 68028 228+92.14 493264.541 726681.167

GEOMETRIC CONTROL

3421.13726638.14493436.38

K1 K2

K3 K4

K5

K1

K2 K3

K4

K5

130796

PC

PT

PC

PT

PC

PT

PC

PT

Deer Trail Rd

POB 100+00.0068001 491025.676 726404.731

68002 102+63.36 491102.136 726152.720

68005 112+84.39 491867.737 725584.986

68006 116+83.74 492267.089 725585.016

68009 120+15.34 492574.896 725691.022

68010 121+55.16 492685.071 725777.106

68012 123+93.79 492900.455 725874.489

68014

68016

131+46.13 493639.823 726013.614

133+88.38 493849.012 726127.748

DEER TRAIL RD

DT3 DT4

DT3

DT4

KACHINA ROAD

R

T

E D

E R

DR

A

LI

SCOTTSDALE

CITY OF

FOREST

NATIONAL

TONTO

337358

230+86.92 39.04' Lt

OffsetStation Northing Easting ElevationPoint #

3369.86725653.95492464.82

3397.92725844.79492824.29

118+98.78 25.74' Rt

123+11.70

137301

137290 8.49' Lt

PROJECT BENCHMARKS (LA PLATA RD)

PROJECT BENCHMARKS (DEER TRAIL RD)

DT2-BDT2-A

R = 800.00'

L = 807.59'

T = 441.98'

PI Sta 109+18.79

DT1-B

R = 800.00'

L = 213.45'

T = 107.36'

PI Sta 103+70.72

DT1-A

R = 800.00'

L = 139.84'

T = 70.38'

PI Sta 117+54.12

R = 800.00'

L = 139.84'

T = 70.38'

PI Sta 117+54.12

DT1-A

DT1-B

DT2-B

DT2-A

R = 500.00'

L = 238.64'

T = 121.64'

PI Sta 122+76.79

R = 386.40'

L = 242.25'

T = 125.25'

PI Sta 132+71.39

R = 500.00'

L = 185.20'

T = 93.67'

PI Sta 200+93.67

R = 1500.00'

L = 319.02'

T = 160.11'

PI Sta 204+97.25

R = 598.19'

L = 195.50'

T = 98.63'

PI Sta 221+77.85

R = 550.54'

L = 236.17'

T = 119.93'

PI Sta 223+94.65

R = 548.86'

L = 211.18'

T = 106.91'

PI Sta 227+87.88

10 105

10 105

CHECKED

DATEBY

DESIGNED

SHEET

OF

DRAWN

DATENO. REVISION BY

PROJECT NO. TT0752

of En e C v

A R

ZO S

A

D a e i

E T

CAT

Re g te r d Pr essonal gne r l)

NA U.

ned

C R

F E

NO

36651

62/20

KATZ

ZAHIT

0.1

9'N00° 05'

02" W

21 22

22 23

15 22

15 16

15 16

N °5

'4 "E

.8

N °5

'4 "E

.8

.1

N °5

'3 "E

SECTION LINE

SECTION LINE

SECTION LINE

SECTION LINE

CENTERLINE

CONSTRUCTION

EXIST R/W

S16°51'02"W

S 63°34'51"W

1081.00'

2549.2'

2.0

3'N00° 04'

28" W

N °5

'2 "E

.5

N05 °59 '00

"W

.04

.7

S °1

'1 "W

1625.33'

S24°01'39"W

Boundary Subdivision

Boundary Subdivision

ELEV = 3421.13'

MKD "CP100 2013"

2" MCDOT ALUMINUM CAP

CONTROL POINT

130796

ELEV = 3369.86'

MKD "CP100 2013"

2" MCDOT ALUMINUM CAP

CONTROL POINT

137301

ELEV = 3397.92'

MKD "CP100 2015"

2" MCDOT ALUMINUM CAP

CONTROL POINT

137290

KY

151.94'

1423.08'

170.07'

Sta 104+76.81 Deer Trail Rd

Sta 206+78.09 Kachina Rd =

263.36'

399.35'

139.82'

752.34'

SECTION LINE

Sta 304+55.75 Old Mine Rd

Sta 228+92.14 Kachina Rd = to COR SEC 15 & 22 to COR SEC 15 & 22

337366 information for additional geomertic

See Sheet 8

F.H.W.A.

STATE PROJECT NO.

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWING

9 AZ

:5

:3

A

M /2

/2 p w \w s p -u s -p w .b e n tl e y .c o m :w s p -u s -p w -0

\D o c u m e n ts \A

Z A ri z o n a P ro je c ts \T

T T o n to H il ls F in a l

D e s ig n \T

T

W a te r\

D a ta \T

T S

C

G e o m C o n t_

.d g n

CPG

02/26/25

Tempe, AZ 85281

Suite 405

1230 W. Washington St.

WSP USA Inc.

ZK

C

M

A

RIOP

A

C O

UNT

Y

02/26/25

02/26/25

TT0752

-0.0027077 ppmSlope East:

-0.1908278 ppmSlope North:

+0.1253 iftConstant Adjustment:

816963.987 iftOrigin East:

876748.214 iftOrigin North:

Vertical Transformation of Geoid:

during the GDACS project by holding 23 first order NGS benchmarks throughout the county:

The following vertical adjustment is being utilized for this project which was derived by MCDOT

Geoid 1999Geoid:

NAD83 adjustment 1992Geodetic Datum:

NAVD88 (North American Vertical Datum of 1988)Vertical Datum:

Vertical Datum:

Distances displayed are horizontal and are not slope.

NGS Continuously Operating Reference Stations(CORS) adjusted back to the 1992 epoch.

All coordinates were derived directly or indirectly from NGS B order stations or better. This includes

Result: ASPCZ ("Grid") Coordinates: Northing(Y) 890842.815 ift, Easting(X) 773937.171 ift.

and multiply the Easting(X) 774061.733 ift by 0.99983908 Second multiply the new Northing(Y) 890986.192 ift by 0.99983908 First add the +550,000.00 to the northing to obtain 890986.192 ift.

and a scale factor of 0.99983908:

Given the Ground Coordinates for A 365: Northing(Y): 340986.192 ift, Easting(X):774061.733 ift For Example:

by the scale factor shown above.

· Second scale (multiply) both the northings (Y component) and eastings (X component) value coordinates).

· First translate the northing value by adding 550,000 ift to all northings (the Y component of the In order to obtain ASPCZ coordinates;

Zone (ASPCZ) or "Grid."

Coordinate System, 1983 Central Zone, otherwise known as the Arizona State Plane Central Projection: This project is in a GROUND coordinate system however it is based on the Arizona

Datum: North American Datum of 1983(NAD83) [1992 epoch] Horizontal Coordinate System / Datum:

Ground Scale Factor: 0.99974974

Linear Units:

COORDINATE SYSTEM METADATA

International Feet

COORDINATE LIST

POINT NORTHING EASTING ELEVATION CODE

1300 490955.466 725822.775 3338.976 MIPF

1301 490925.908 725874.976 3340.154 MIPF

1302 490960.418 725895.128 3341.389 MIPF

1303 490755.650 725709.395 3330.849 MIPF

1304 490726.052 725761.476 3334.143 MIPF

1305 490585.751 725733.323 3328.406 MRF

1306 490581.833 725708.000 3327.389 MIPF

1307 490572.492 725646.185 3324.869 MIPF

6001 493084.239 726851.890 0.000 CALC

6002 490530.580 725373.893 0.000 CALC

6003 489765.782 726365.898 0.000 CALC

6004 492401.157 723718.193 0.000 CALC

68001 491025.676 726404.731 0.000 CALC

68002 491102.136 726152.720 0.000 CALC

68003 491867.677 726384.986 0.000 CALC

68004 491190.463 725959.096 0.000 CALC

68005 491867.737 725584.986 0.000 CALC

68006 492267.089 725585.016 0.000 CALC

68007 492267.051 726085.016 0.000 CALC

68008 492405.110 725604.454 0.000 CALC

68009 492574.896 725691.022 0.000 CALC

68010 492685.071 725777.106 0.000 CALC

68011 492992.916 725383.112 0.000 CALC

68012 492900.455 725874.489 0.000 CALC

68013 493096.882 725911.450 0.000 CALC

68014 493639.823 726013.614 0.000 CALC

68015 493568.370 726393.347 0.000 CALC

68016 493849.012 726127.748 0.000 CALC

68017 493890.016 726171.075 0.000 CALC

68018 492473.762 725364.310 0.000 CALC

68019 493124.498 725764.166 0.000 CALC

68021 492517.913 726407.490 0.000 CALC

68022 492709.348 725840.756 0.000 CALC

68023 492709.981 726438.949 0.000 CALC

68024 492710.563 726989.484 0.000 CALC

68025 492939.028 726488.592 0.000 CALC

68026 493093.765 726559.170 0.000 CALC

68027 492865.994 727058.539 0.000 CALC

68028 493264.541 726681.167 0.000 CALC

68029 492933.609 726994.517 0.000 CALC

68031 493242.221 725445.713 0.000 CALC

68032 493224.130 725479.749 0.000 CALC

68033 494105.195 725948.048 0.000 CALC

68035 493348.253 726601.903 0.000 CALC

68036 493595.736 726863.047 0.000 CALC

68037 493189.536 727247.998 0.000 CALC

68038 493719.076 727066.966 0.000 CALC

68039 493774.921 727230.320 0.000 CALC

68040 493819.107 727359.567 0.000 CALC

68041 494765.340 727036.081 0.000 CALC

68042 494424.993 727976.381 0.000 CALC

68043 494799.526 728111.946 0.000 CALC

68044 494692.370 728403.986 0.000 CALC

68045 495504.253 728367.026 0.000 CALC

68046 495649.306 727966.279 0.000 CALC

68047 495730.139 728384.733 0.000 CALC

68048 495810.972 728803.188 0.000 CALC

68049 496003.874 728423.153 0.000 CALC

68050 496245.108 728545.602 0.000 CALC

68051 493822.416 727213.965 0.000 CALC

68052 493985.208 727686.722 0.000 CALC

68053 494156.211 727216.873 0.000 CALC

68054 494344.055 727285.240 0.000 CALC

68055 495613.578 727747.286 0.000 CALC

68057 494400.410 727129.586 0.000 CALC

68058 494682.491 727231.714 0.000 CALC

68059 494597.636 726943.965 0.000 CALC

68060 495099.341 726796.016 0.000 CALC

68061 494107.908 725964.863 0.000 CALC

68062 494114.981 726264.780 0.000 CALC

68063 494264.627 726261.250 0.000 CALC

68064 494168.802 726502.754 0.000 CALC

68065 494990.176 726244.140 0.000 CALC

68066 494966.600 725244.418 0.000 CALC

68067 495104.404 726234.877 0.000 CALC

68068 495147.318 726227.952 0.000 CALC

68069 495547.189 726154.479 0.000 CALC

68070 495637.548 726646.246 0.000 CALC

68071 495851.921 726194.534 0.000 CALC

68072 496094.281 726309.553 0.000 CALC

68073 496090.300 726060.063 0.000 CALC

68074 495111.562 725854.950 0.000 CALC

68075 495158.618 725630.411 0.000 CALC

68076 493933.593 726047.661 0.000 CALC

68077 493589.816 725684.594 0.000 CALC

68078 494057.396 725861.708 0.000 CALC

68079 494092.000 725770.353 0.000 CALC

68080 494559.580 725947.467 0.000 CALC

68081 494192.810 725607.644 0.000 CALC

68082 494369.456 725416.991 0.000 CALC

68083 494501.172 725539.030 0.000 CALC

68084 494464.546 725314.360 0.000 CALC

68085 494649.809 725486.012 0.000 CALC

68086 494537.397 725259.848 0.000 CALC

68087 494568.716 725244.281 0.000 CALC

68088 494455.427 725016.352 0.000 CALC

68089 494622.454 725208.414 0.000 CALC

68090 494665.208 725160.496 0.000 CALC

68091 494688.084 725127.205 0.000 CALC

68092 494894.131 725268.783 0.000 CALC

68093 494882.955 725019.033 0.000 CALC

68094 495022.604 725012.784 0.000 CALC

68095 495033.780 725262.534 0.000 CALC

68096 495113.312 725025.522 0.000 CALC

68097 495198.835 725054.220 0.000 CALC

68098 495278.269 724817.496 0.000 CALC

68099 495482.863 724960.638 0.000 CALC

68100 495493.330 724945.677 0.000 CALC

68101 495697.969 725088.851 0.000 CALC

68102 495651.989 724843.368 0.000 CALC

68103 495803.999 724862.723 0.000 CALC

68104 495849.639 724884.123 0.000 CALC

68105 495956.196 724656.872 0.000 CALC

68106 495982.251 724906.509 0.000 CALC

68107 496080.263 724875.057 0.000 CALC

68108 496529.042 724619.865 0.000 CALC

68109 496655.086 724548.192 0.000 CALC

68110 496902.240 724982.836 0.000 CALC

68111 496739.771 724509.968 0.000 CALC

68112 496998.089 724421.215 0.000 CALC

68113 497064.905 724398.258 0.000 CALC

68114 497146.140 724634.691 0.000 CALC

68115 497222.753 724396.720 0.000 CALC

68116 497309.467 724424.637 0.000 CALC

68117 497386.079 724186.665 0.000 CALC

68118 497403.658 724436.046 0.000 CALC

68119 497453.646 724432.522 0.000 CALC

68120 497503.283 724429.024 0.000 CALC

68121 497538.441 724927.786 0.000 CALC

68122 497633.570 724436.919 0.000 CALC

68123 497793.239 724467.863 0.000 CALC

68124 495641.937 724788.962 0.000 CALC

68125 496133.616 724698.122 0.000 CALC

68126 495667.705 724516.663 0.000 CALC

68127 495761.365 724276.185 0.000 CALC

68128 496040.911 724385.060 0.000 CALC

68129 496123.562 724096.670 0.000 CALC

68130 496489.167 724201.450 0.000 CALC

68131 496351.415 724682.100 0.000 CALC

68132 496623.449 724262.580 0.000 CALC

68133 496699.660 724311.998 0.000 CALC

68134 496971.694 723892.477 0.000 CALC

68135 496831.149 724372.318 0.000 CALC

68136 496879.198 724386.391 0.000 CALC

68137 496895.998 724329.032 0.000 CALC

68138 496656.078 724258.760 0.000 CALC

68139 496726.351 724018.840 0.000 CALC

68140 496640.170 723993.597 0.000 CALC

68141 494599.913 725059.874 0.000 CALC

68142 494303.309 725104.885 0.000 CALC

68143 494538.748 724918.959 0.000 CALC

68144 494664.747 724819.458 0.000 CALC

68145 494541.215 724716.910 0.000 CALC

68146 494981.645 725082.526 0.000 CALC

68147 494733.769 724566.570 0.000 CALC

68148 494985.416 724445.673 0.000 CALC

68149 494989.747 724454.687 0.000 CALC

68150 495707.742 727476.580 0.000 CALC

68151 494763.252 727148.041 0.000 CALC

68152 495753.693 727285.977 0.000 CALC

68153 495782.818 727076.847 0.000 CALC

68154 496773.259 727214.783 0.000 CALC

68155 495868.604 726788.638 0.000 CALC

68156 496417.513 725623.368 0.000 CALC

68157 495512.858 725197.223 0.000 CALC

68158 496495.252 725384.045 0.000 CALC

68159 496592.008 724875.262 0.000 CALC

68160 496297.289 724819.216 0.000 CALC

68161 496558.076 724670.924 0.000 CALC

68162 495683.890 724937.832 0.000 CALC

68163 495940.833 725092.689 0.000 CALC

68164 495884.037 725186.925 0.000 CALC

68165 496140.979 725341.782 0.000 CALC

68166 495842.581 725372.739 0.000 CALC

68168 496066.682 728934.914 0.000 CALC

68169 496287.463 728453.187 0.000 CALC

68170 495832.927 728244.868 0.000 CALC

68171 496331.536 728207.598 0.000 CALC

68172 496305.178 727854.969 0.000 CALC

68173 496604.343 727832.607 0.000 CALC

68174 496329.024 727713.447 0.000 CALC

68175 496640.849 726992.973 0.000 CALC

68176 496697.999 726860.929 0.000 CALC

68177 496973.318 726980.089 0.000 CALC

68178 496807.429 726730.127 0.000 CALC

68179 496918.009 726656.739 0.000 CALC

68180 496751.589 726405.978 0.000 CALC

68181 497051.487 726431.234 0.000 CALC

68182 497090.976 725962.328 0.000 CALC

68183 497390.157 725987.524 0.000 CALC

68184 497105.148 725893.109 0.000 CALC

68185 497142.506 725780.338 0.000 CALC

68186 496857.725 725686.000 0.000 CALC

68187 497156.586 725712.121 0.000 CALC

68188 497171.418 725542.411 0.000 CALC

68189 497669.520 725585.946 0.000 CALC

68190 497179.841 725484.879 0.000 CALC

68191 497212.182 725328.182 0.000 CALC

68192 497701.861 725429.248 0.000 CALC

68193 497248.088 725219.271 0.000 CALC

68194 497419.547 724848.739 0.000 CALC

68195 496965.775 724638.761 0.000 CALC

68196 497464.763 724606.963 0.000 CALC

68197 490577.315 725677.119 0.000 CALC

68198 490493.692 726170.076 0.000 CALC

68199 490741.304 725735.694 0.000 CALC

68200 490974.523 725868.637 0.000 CALC

68201 491420.226 725086.749 0.000 CALC

68202 491132.206 725939.418 0.000 CALC

68203 495098.106 726184.770 0.000 CALC

68204 496633.123 726480.726 0.000 CALC

68205 496593.815 726583.410 0.000 CALC

68206 496873.988 726690.662 0.000 CALC

68207 496583.100 726764.040 0.000 CALC

68301 485660.658 723727.729 0.000 CALC

68302 486029.633 724337.584 0.000 CALC

68303 486519.644 724041.116 0.000 CALC

68304 486154.549 724482.375 0.000 CALC

68305 487065.964 725236.473 0.000 CALC

68306 487431.058 724795.213 0.000 CALC

68307 487271.589 725345.280 0.000 CALC

68308 488187.759 725610.886 0.000 CALC

68309 488028.290 726160.952 0.000 CALC

68310 488445.321 725768.410 0.000 CALC

68311 488636.029 725971.015 0.000 CALC

68312 489053.059 725578.472 0.000 CALC

68313 488992.893 726148.019 0.000 CALC

68314 489360.560 726186.859 0.000 CALC

68315 490419.949 726196.031 0.000 CALC

68316 490414.991 726768.726 0.000 CALC

68317 490637.570 726241.030 0.000 CALC

68318 491122.623 726445.623 0.000 CALC

68319 491708.418 726624.236 0.000 CALC

68320 492119.339 726683.149 0.000 CALC

68321 492510.258 726893.333 0.000 CALC

68322 492759.649 726935.329 0.000 CALC

68323 492664.544 727500.094 0.000 CALC

68324 493208.688 727321.456 0.000 CALC

68325 493276.055 727526.660 0.000 CALC

68326 493506.744 727933.417 0.000 CALC

68327 493656.834 728088.944 0.000 CALC

68328 494138.772 728303.981 0.000 CALC

68329 494281.412 728328.538 0.000 CALC

68330 494484.290 728345.583 0.000 CALC

68331 494436.343 728916.288 0.000 CALC

68332 494744.741 728433.697 0.000 CALC

68333 495049.879 728628.694 0.000 CALC

* 130796 493436.381 726638.138 3421.134 MACS

* 130807 494978.426 724398.645 3607.821 MACS

* 137290 492824.295 725844.790 3397.918 MBCS

* 137301 492464.820 725653.955 3369.861 MACS

* 137312 491428.704…