2-D5 Erosion Mitigation-maps pictures.pdf

PDF 6 MB Posted Jun 9, 2026

Attached to: DESIGN SERVICES - DISTRICT 5 Erosion Mitigation
Solicitation number: RFP-0644-LUPZ
Issued by: Cochise County, Arizona

About this file

Written by GovTribe AI · Jun 15, 2026

This file contains topographic survey maps, grading and drainage plans, and related design documentation for the District 5 Erosion Mitigation Project administered by the Gila River Indian Community (GRIC) Department of Land Use Planning and Zoning and Flood Control Section in Pinal County, Arizona. The project addresses headcut erosion and scour issues on a portion of Section 23, Township 3 South, Range 4 East, located in Casa Blanca, District 5. The engineer shall prepare construction-ready design plans and a drainage report that mitigate headcut erosion and scour to protect existing property, including hydrologic and hydraulic calculations with grading and drainage plans. The designs must be wholly located within disturbance limits, existing property boundaries, and rights-of-way. The engineer shall also assist GRIC's Land Use Planning and Zoning Flood Control section in obtaining Certificate of Compliance and Bureau of Indian Affairs Encroachment permits. Site visits documenting erosion conditions were conducted on October 31, 2025, November 6, 2025, and December 3, 2025, with photographs showing gully erosion depths of approximately four feet and channel widths of thirteen feet. The project includes a 1.0-acre parcel (43,560 square feet) with earthwork quantities of 616.54 cubic yards of cut and 61.77 cubic yards of fill, resulting in a net of 554.77 cubic yards.

The design plans specify installation of geoweb systems, angular riprap with D50 specifications of 6 and 12 inches in varying volumes, concrete ford crossings with cut-off walls per MAG Standard Detail 552, non-woven geotextile separation filter fabric, and side slopes at 4:1 ratios unless otherwise specified. Construction shall comply with MAG Uniform Specifications and Details for Public Works Construction and any soils report recommendations provided by GRIC. The contractor is responsible for all safety measures, dust control compliance, utility coordination, and vegetation relocation for disturbed areas per native plant review recommendations. The project is marked as preliminary and not for construction, with a tribal resolution in process for land assignment and notation that no earth-moving activity shall occur until an approved LUAR (Land Use Assignment Resolution) is provided. Additional permits and approvals must be acquired by the contractor prior to commencement of work and recorded at the Department of Land Use Planning and Zoning.

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N 1/4

C 1/4

E 1/4

SECTION 23, T3S, R4E, G&SRM,

ARIZONA, N.T.S.

COR1

1/16

N 1/16

E 1/16

1/16

MONUMENTS FOUND OR SET:

4. FND BRASS CAP

5. FND GLO CORE

8. RECORD POSITION PER DWG #10511-0300J23,

FOUND ALUMINUM CAP #42072,

NORTH 00°01'46" EAST, 50.00 FEET

9. FND BRASS CAP

SECTION LOCATION MAP:

N89°48'59"E 1319.91'

°0 4'

.0 6'

N89°51'37"E 1320.90'

°0 1'

.0 7'

SITE

WET CAMP RD

D R

H O

E R

K I R

N89°48'59"E 1319.91'

N89°49'39"E 1320.15'

°0 4'

S0 0°

2" W

S89°49'39"W 208.71'

°0 4'

N89°49'39"E 208.71'

20506-2289 H

O R

O E

R D

-9

TRIBAL

LAND

TRIBAL

LAND

ALLOTTED

LAND

TRIBAL

LAND

TRIBAL

LAND

ALLOTTED

LAND

PT#209

ELEV: 1172.99

FOUND 1/2" REBAR

PT#208

ELEV: 1174.30

FOUND 1/2" REBAR

TBM #1 (PT#207)

ELEV: 1173.34

FOUND 1/2" REBAR

PT#210

ELEV: 1172.25

FOUND 1/2" REBAR

PT#201

ELEV:1173.40

FOUND COTTON

PICKER

SPINDLE #42072

CN 1/16 COR

SEC. 23, T3S, R4E

PT#200

ELEV: 1172.11

FOUND BRASS CAP

N89°49'39"E 40.00'

40.00'40.00'

EXISTING

STRUCTURE

F.F. ELEV:

1179.29

TBM #2 (PT#299)

ELEV:1173.20

FOUND 1/2" REBAR

LS #42072

CN 1/16 COR

SEC. 23, T3S, R4E

PT#200

ELEV: 1172.11

FOUND BRASS CAP

PT#202

ELEV: 1172.11

FOUND 1/2" REBAR

1172.7

1173.3

1174.5

1175.1

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1173.4

1173.2

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1172.6

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1173.7

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1171.6 1166.7 1171.3

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72 1172

117111

11681169

1174 11

711171

70 1171

69 1172

71 11

69 11

1173 SET 1/2" X 17" REBAR WITH CAP

LS #42072

(UNLESS OTHERWISE NOTED)

BOUNDARY LINE

SECTION LINE

ADJACENT BOUNDARY LINE

RIGHT OF WAY LINE

CENTER LINE

EXISTING/EDGE OF PAVEMENT

EXISTING/EDGE OF DIRT ROAD

MINIMUM BUILDING SETBACK

PER CURRENT ORDINANCE

REMNANTS OF A 1" CONCRETE

FILLED IRON PIPE

SECTION LOCATION MAP NUMBER

TEMPORARY BENCHMARK NUMBER

EXISTING ELEVATION

LEGEND:

GLO CORE

TBM #

00.00X on a hard copy of the latest survey."

EXISTING CONTOUR ELEVATION1234

00 15 30

SCALE: 1"=30'

GROUND GRID CONTROL DATA AND BASIS OF BEARING

PER GILA RIVER INDIAN COMMUNITY RESOLUTION GR-18-97: THESE

COORDINATES HAVE BEEN CORRECTED FOR STATE PLANE

COORDINATES (SPC) MAPPING SCALE AND ELEVATION FACTORS TO

REFLECT THE ACTUAL HORIZONTAL GROUND DISTANCE BETWEEN

POINTS IN U.S. FEET.

THE BASIS OF BEARING IS SPC GRID NORTH.

ELEVATIONS ARE ON THE NATIONAL GEODETIC VERTICAL DATUM OF

1929 (NGVD29).

GROUND GRID COORDINATE SYSTEM WAS DERIVED FROM NAD 83

SPC SYSTEM IN U.S. FEET MULTIPLIED BY A GROUND FACTOR OF

1.0001574 USING INDIAN AS THE BASE ORIGIN-POINT.

POINT OF ORIGIN: INDIAN

NORTHING: 773424.646

EASTING: 723234.442

ALL SURVEY DATA WAS COMPILED BY GLOBAL POSITIONING

SYSTEMS (GPS), RTK METHODS.

LEGAL DESCRIPTION

RECORDED BOUNDARY INFORMATION SHOWN IS ON THE MAP TITLED RESULTS

OF SURVEY SIGNED BY JAMES M. GLENZINSKI, LS#42072, DATED 6-19-2014 AND

FILED AS DRAWING NO. 30514-0707 IN THE GILA RIVER INDIAN COMMUNITY

DEPARTMENT OF LAND USE PLANNING AND ZONING, SACATON, ARIZONA.

CONTAINING 43,560 SQUARE FEET OR 1.0000 ACRES MORE OR LESS;

END OF DESCRIPTION.

BENCHMARK (N.G.V.D. 29)

TBM #1: 1/2" REBAR RLS #ILLEGIBLE

ELEVATION = 1173.34

TBM #2: 1/2" REBAR RLS #42072

ELEVATION = 1173.20

GRIC GROUND CONTROL USED (GROUND COORDINATES)

POINT NORTHING EASTING ELEV.

GPS 86 77,2907.368 69,1845.646 1,177.234

ZONING STATEMENT:

THIS ZONING STATEMENT IS FOR PROPERTY LOCATED WITHIN A PORTION OF

SECTION 23, TOWNSHIP 3 SOUTH, RANGE 4 EAST, IN DISTRICT 5 OF THE GILA

RIVER INDIAN COMMUNITY (GRIC).

THERE IS NO ZONING FOR THIS PROPERTY PER THE GRIC'S GENERAL LAND

USE PLAN (GR-014-23).

GRIC RESOLUTION GR-014-23 APPROVES THE GENERAL LAND USE PLAN. THE

GENERAL LAND USE PLAN PROVIDES CURRENT INFORMATION ON CHANGING

DEVELOPMENT PRESSURES, PROTECTS GRIC'S INTERESTS, AND ENSURES

THAT ALL LAND RESOURCES ARE EFFICIENTLY UTILIZED. FURTHERMORE, ALL

DEVELOPMENT WITHIN THE GRIC MUST ADHERE TO THE GENERAL LAND USE

PLAN.

ACCORDING TO THE GENERAL LAND USE PLAN, THE LAND USE DESIGNATION

FOR THE REQUESTED PROPERTY IS "PRESERVE." THE DEVELOPMENT TYPES

FOR THIS LAND DESIGNATION IS NATURAL, WILDLIFE HABITAT

SACRED/CEREMONIAL, CULTURAL, ARCHAEOLOGICAL HISTORICALLY

SIGNIFICANT AREAS AND CEMETERIES.

PER GRIC'S TITLE 20: LAND USE ZONING CODE, THE RECOMMENDED ZONING

FOR THE REQUESTED PROPERTY IS "A-2 AGRICULTURAL AND OPEN SPACE

DISTRICT" THE FOLLOWING SITE DEVELOPMENT REQUIREMENTS APPLY:

FRONT YARD: 50 FEET

INTERIOR SIDE YARD: 30 FEET

CORNER SIDE YARD: 50 FEET

REAR YARD: 40 FEET

MAXIMUM BUILDING HEIGHT: BUILDING HEIGHT SHALL NOT EXCEED

25 FEET ABOVE GRADE

VICINITY MAP (N.T.S.):

N.T.S.

TOPOGRAPHIC SURVEY

DENISE JAMES

LUPZ NO. 26-41789

FLOODPLAIN STATEMENT:

THERE ARE VARIOUS DRAINAGE PATTERNS CROSSING THIS VACANT TRIBAL

PROPERTY. SEE EXHIBIT A. PREDICTED 100-YR DISCHARGE OF 50 CFS HAVING

DEPTHS RANGE BETWEEN 0.2 FT TO 0.5 FT. MOST RUNOFF IS GENERATED

FROM AREAS SOUTH OF SITE, FLOWING NORTHERLY INTO THE SITE. ANY

DEVELOPMENT LOCATED ON THIS PROPERTY WILL FOLLOW REQUIREMENTS

SET FORTH IN THE LATEST VERSION OF THE LATEST VERSION OF THE FLOOD

CONTROL AND DRAINAGE DESIGN GUIDANCE MANUAL ADMINISTRATED BY

LUPZ FLOOD CONTROL.

D R

D D

E R

C R

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SHEET OF

DRAWING NO.

N I TYO

A Z

E GARI IV L

A ONID

IVE

G A

L A

N D

S U

R V

E Y

40525-0316-TP

1 1

G R

U R

O N

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N E

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. 2 3, T 3S

, R 4E

, G &S

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3/ 26 H

E H E

REFERENCE DOCUMENTS:

1. CADASTRAL MAP, DWG. NO. 10511-0300J23, AND DATED 7-18-2013.

2. RESULTS OF SURVEY PLAT DWG. NO. 20506-2289, SIGNED BY CARLOS J.

ENCINAS, RLS #32780, AND DATED 7-28-2005.

3. RESULTS OF SURVEY PLAT DWG. NO. 30514-0707, SIGNED BY JAMES M.

GLENZINSKI, LS #42072, AND DATED 6-19-2014.

4. GLO PLAT 1467 OFFICIALLY FILED 6-11-1920.

5. RIGHT-OF-WAY MAP HORSESHOE ROAD (ROUTE 99), DWG. NO. GR-99-1,

DATED 2-7-1996.

6. ASSIGNMENT OF ROAD FOR RIGHT OF WAY, 75TH AVE, SIGNED BY

MARICOPA COUNTY BOARD OF SUPERVISORS, AND DATED 10-04-1972.

7. GRANT OF EASEMENT FOR RIGHT OF WAY, HORSESHOE ROAD (ROUTE

99),SIGNED BY KEITH N. ANNA, BIA SUPERINTENDENT, AND DATED

5-15-1996..

SURVEYORS CERTIFICATION

I HAROLD N. EPPERSON, A LAND SURVEYOR, REGISTERED IN THE STATE OF ARIZONA,

HEREBY STATE THAT THIS SURVEY AND PLAT WERE COMPLETED UNDER MY DIRECT

SUPERVISION AND THAT ALL MONUMENTS FOUND OR SET ARE CORRECTLY SHOWN.

H&J CONSULTING LLC.

20165 N. 67TH AVENUE

SUITE 122A

GLENDALE, ARIZONA 85308

(602)882-2371 CELL

CFEDS #1047

5/1 8/2

AutoCAD SHX Text N

AutoCAD SHX Text

PO BOX E - SACATON , AZ 85147

AutoCAD SHX Text

PHONE (520) 562-6003

AutoCAD SHX Text 21765

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EPPERSON

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HAROLD N.

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DESERT VIEW RD

HUNT HWY

Akimel Rd.

Olberg Rd

T-IC

PIM

A LATER

A L

A T E R

A L

PIMA CANAL

CASA BLANCA CANAL

E.M.F

DISTRICT-5

DISTRICT-3

DISTRICT-4

DISTRICT-2

DISTRICT-1

DISTRICT-6

DISTRICT-7

GREASEWOOD

SACATON FLATS RD

GR-104-1

GR-106-1

GR-270-2

G R

0- 2 270-3

GR-

GR-94-1

G R

-1

S t H w y 8

S t H w y

St H wy 87

St Hwy 87

S t H w y

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G R

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GR-733-60

GR-1083-64

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GR-1083-64 GR-80-69 GR-80-69 GR-80-69

T-

-1

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ARR-1-6

-1 -1

GR-114-3

MISH KI RD

NORTH

BLUE BIRD RD

PROJECT 29

ACCESS

GILA DRAIN FLOODWAY

GILA DRAIN FLOODWAY Q

TRAFFIC LIGHT

ADDITIONAL

ROW

F- G

ABANDONED SR 93

D O

S R

ABANDONED PORTION OF SR 87

D O

P O

O N

O F

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GR-734-60

HOHOKAM WASHBRAID

ED W

ASHES

SKOUSEN RD

ALIGNMENT (W

ASH)

APPROXIMATE

BOUNDARY OF

BLACKWATER PARK

LEGEND

Q100=50cfs

SCALE:VT: 1"=5'HZ: 1"=20'

SCALE:VT: 1"=5'HZ: 1"=20'CONCEPTUAL CROSS SECTION A-A' (NTS)

Cut/Fill SummaryName

EARTHWORKSTotals

Cut Factor

1.000

Fill Factor

1.000

2d Area

18519 Sq. Ft.18519 Sq. Ft.

Cut

616.54 Cu. Yd.616.54 Cu. Yd.

Fill

61.77 Cu. Yd.61.77 Cu. Yd.

Net

554.77 Cu. Yd.<Cut>554.77 Cu. Yd.<Cut>

I-10

ARIZONA

I-10

ARIZONA

Ap pr ov ed

R ev ie w ed

D ra w n

D at e

Fi el d D at e

D at e R ev

Fi el d

D es cr ip tio n

SHEET OF

DRAWING NO.

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ITY

La nd U se P la nn in g an d

Zo ni ng

F L O

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C O

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DISTRICT 5

EROSION MITIGATION PROJECT

A PORTION NE1

4 of SECTION 23

TOWNSHIP 3 SOUTH, RANGE 4 EAST

GILA AND SALT RIVER MERIDIAN

DISTRICT 5, CASA BLANCA, G.R.I.C.

PINAL COUNTY, ARIZONA

C O

S H

FC 26-017 DA

CONTACTS

UTILITIES

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D S

T 5, C

A, G

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1 4

SF 11

SF SF

PRELIM

ARY

NOT FOR C

ONSTRUCTIO

GOVERNOR

STEPHEN R. LEWIS

LT. GOVERNOR

REGINA ANTONE

COMMUNITY COUNCIL MEMBERS

DISTRICT 1

Duane Jackson, Jr.

Joey Whitmann

DISTRICT 2

Ann Lucas

DISTRICT 3

Kristina D. Morago Joseph Manuel, Jr.

DISTRICT 4

Lalena Jackson Leah Williams Jennifer Allison Nada Celaya

DISTRICT 5

Franklin Pablo Sr.

Donovan G. Kyyitan James De La Rosa

Gordon Santos

DISTRICT 6

Anthony Villareal sr.

Terrance Evans Charles Goldtooth

DISTRICT 7

Jeanette Blasingim

LAND USE PLANNING & ZONING DIRECTOR

SARA LUCAS (Acting)

FLOOD CONTROL

SEAVER FIELDS III

SHEET INDEX

SITE

H O

E R

AutoCAD SHX Text Cruz Rd.

AutoCAD SHX Text Southside Canal

AutoCAD SHX Text Casa Blanca Canal

AutoCAD SHX Text Old State Hwy. 93

AutoCAD SHX Text Church Rd.

AutoCAD SHX Text Signal Peak Rd.

AutoCAD SHX Text Dove Rd.

AutoCAD SHX Text Skousen Rd.

AutoCAD SHX Text Macrae Rd.

AutoCAD SHX Text Cooper Rd.

AutoCAD SHX Text McQueen Rd.

AutoCAD SHX Text Alma School Rd.

AutoCAD SHX Text Dobson Rd.

AutoCAD SHX Text Palm Rd

AutoCAD SHX Text Blue Bird Rd

AutoCAD SHX Text Bechtel Rd.

AutoCAD SHX Text HuHuKam Rd.

AutoCAD SHX Text Tamarack Rd.

AutoCAD SHX Text Toki Rd.

AutoCAD SHX Text Baptist

AutoCAD SHX Text Crown Rd.

AutoCAD SHX Text River Rd.

AutoCAD SHX Text Upper Santan Rd.

AutoCAD SHX Text Cotton Rd.

AutoCAD SHX Text Moffet Rd.

AutoCAD SHX Text Shuttle Rd.

AutoCAD SHX Text Stotonic Rd.

AutoCAD SHX Text Maize Rd.

AutoCAD SHX Text Imperial Rd.

AutoCAD SHX Text Gilbert Rd.

AutoCAD SHX Text Goodyear Rd.

AutoCAD SHX Text McClintock Dr.

AutoCAD SHX Text Kyrene Rd.

AutoCAD SHX Text Rural Rd

AutoCAD SHX Text 43rd Ave.

AutoCAD SHX Text Vah-Ki Inn Rd.

AutoCAD SHX Text Peach Tree Rd.

AutoCAD SHX Text Sparrow Rd.

AutoCAD SHX Text Day School Rd.

AutoCAD SHX Text Blackwater

AutoCAD SHX Text Arrow

AutoCAD SHX Text Weed Rd.

AutoCAD SHX Text Hunt Hwy.

AutoCAD SHX Text Hashant

AutoCAD SHX Text Mish Ki Rd.

AutoCAD SHX Text Kehk Rd.

AutoCAD SHX Text Olberg Rd.

AutoCAD SHX Text Kenilworth Rd.

AutoCAD SHX Text Baseline Rd.

AutoCAD SHX Text 67th Ave.

AutoCAD SHX Text Dobbins Rd.

AutoCAD SHX Text Estrella Dr.

AutoCAD SHX Text 75th Ave.

AutoCAD SHX Text 83rd Ave.

AutoCAD SHX Text Ray Rd.

AutoCAD SHX Text Santa

AutoCAD SHX Text Pecos Rd.

AutoCAD SHX Text Co. Road 60

AutoCAD SHX Text Sesame Rd.

AutoCAD SHX Text Tanner Rd.

AutoCAD SHX Text Lower Santan Rd.

AutoCAD SHX Text Aspen Rd.

AutoCAD SHX Text Pear Rd.

AutoCAD SHX Text Desert View Rd.

AutoCAD SHX Text Tamarack Rd.

AutoCAD SHX Text Plateau Rd.

AutoCAD SHX Text Cardinal Rd.

AutoCAD SHX Text St. Peters Rd.

AutoCAD SHX Text Preschool Rd.

AutoCAD SHX Text Saint Rd.

AutoCAD SHX Text Pear Rd.

AutoCAD SHX Text Monument Rd.

AutoCAD SHX Text Southern Rd.

AutoCAD SHX Text Power Rd

AutoCAD SHX Text Rabbit Rd.

AutoCAD SHX Text Snakehill Rd

AutoCAD SHX Text Nelson Rd.

AutoCAD SHX Text Beaver Rd.

AutoCAD SHX Text Murphy Rd

AutoCAD SHX Text Vah-Ki Rd.

AutoCAD SHX Text Field Rd.

AutoCAD SHX Text Horseshoe Rd.

AutoCAD SHX Text Orchard Rd.

AutoCAD SHX Text Ruins Rd.

AutoCAD SHX Text Wetcamp Rd.

AutoCAD SHX Text Borgia Rd.

AutoCAD SHX Text Rodeo Rd.

AutoCAD SHX Text Sacate Rd.

AutoCAD SHX Text Prairie Rd.

AutoCAD SHX Text Coyote Rd

AutoCAD SHX Text Terrace Rd

AutoCAD SHX Text Gasline Rd

AutoCAD SHX Text Cholla Rd

AutoCAD SHX Text Ocotillo Rd

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AutoCAD SHX Text 16th St.

AutoCAD SHX Text Day School Rd.

AutoCAD SHX Text Blackwater

AutoCAD SHX Text St. Johns

AutoCAD SHX Text

53RD AVE

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JUDUM ST

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BUNN ST

AutoCAD SHX Text 91st Ave.

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AutoCAD SHX Text Elliot Dr.

AutoCAD SHX Text Estrella Dr.

AutoCAD SHX Text Baseline Rd.

AutoCAD SHX Text 91st Ave.

AutoCAD SHX Text 83rd Ave.

AutoCAD SHX Text 59th Ave.

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AutoCAD SHX Text Wetcamp Rd.

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AutoCAD SHX Text Beaver Rd.

AutoCAD SHX Text Gophers Rd.

AutoCAD SHX Text Field Rd.

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AutoCAD SHX Text Preschool Rd.

AutoCAD SHX Text Tamarack Rd.

AutoCAD SHX Text Skousen Rd.

AutoCAD SHX Text HuHuKam Rd.

AutoCAD SHX Text Cox Rd

AutoCAD SHX Text Val Vista Blvd

AutoCAD SHX Text Chin Rd.

AutoCAD SHX Text Blackwater

AutoCAD SHX Text Day School Rd.

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AutoCAD SHX Text 79th Ave.

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GILA RIVER

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SALT RIVER

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SANTA CRUZ RIVER

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AutoCAD SHX Text Akimel Rd. (BIA RTE. 92)

AutoCAD SHX Text

LOWER SANTAN RD. (BIA RTE. 72)

AutoCAD SHX Text Aspen Rd. (BIA RTE. 121)

AutoCAD SHX Text Imperial Rd. (BIA RTE. 123)

AutoCAD SHX Text Sacate Rd. (BIA RTE. 85)

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WETCAMP RD. (BIA RTE. 72)

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CASA BLANCA RD. (BIA RTE. 1)

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AutoCAD SHX Text Nelson Rd. (BIA RTE. 76)

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CASA BLANCA RD. (BIA RTE. 1)

AutoCAD SHX Text Snakehill Rd

AutoCAD SHX Text Cardinal Rd.

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HIGHWAY 93

AutoCAD SHX Text Nelson Rd

AutoCAD SHX Text Field Rd

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BIA RTE. 18

AutoCAD SHX Text 51st Ave.

AutoCAD SHX Text 83rd Ave. (BIA RTE. 27)

AutoCAD SHX Text 91st Ave. (BIA RTE. 21)

AutoCAD SHX Text 75th Ave.

AutoCAD SHX Text 87th Ave. (BIA RTE. 23)

AutoCAD SHX Text Dobbins Rd.

AutoCAD SHX Text Orchard Rd. (BIA RTE. 107)

AutoCAD SHX Text Preschool Rd. (BIA RTE. 109)

AutoCAD SHX Text St. Peters Rd. (BIA RTE. 111)

AutoCAD SHX Text Orchard Rd. (BIA RTE. 107)

AutoCAD SHX Text Rodeo Rd

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AutoCAD SHX Text Sacate Rd

AutoCAD SHX Text Sesame Rd.

AutoCAD SHX Text Maize Rd. (BIA RTE. 125)

AutoCAD SHX Text Shuttle Rd.

AutoCAD SHX Text Moffet Rd.

AutoCAD SHX Text 48th St.

AutoCAD SHX Text 56th St.

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QUEEN CREEK RD.(BIA RTE. 48)

AutoCAD SHX Text Co-op Road (BIA RTE. 60)

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RIGGS RD. (BIA RTE. 1)

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BIA RTE. 74

AutoCAD SHX Text Blackwater School Road (BIA RTE. 104)

AutoCAD SHX Text Toki Rd. (BIA RTE. 177)

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BIA RTE. 106

AutoCAD SHX Text Skousen Rd. (BIA RTE. 181)

AutoCAD SHX Text Dove Road

AutoCAD SHX Text Murphy Rd

AutoCAD SHX Text Beaver Rd.

AutoCAD SHX Text Baseline Rd. (BIA Rte. 2)

AutoCAD SHX Text 67th Ave.

AutoCAD SHX Text 75th Ave.

AutoCAD SHX Text Elliot Dr.

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BIA RTE. 8

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BIA RTE. 8

AutoCAD SHX Text Santa Cruz Rd. (BIA RTE. 3)

AutoCAD SHX Text Desert View Rd.

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IRONWOOD ROAD

AutoCAD SHX Text Pear Rd.

AutoCAD SHX Text Upper Santan Rd.

AutoCAD SHX Text Walker Rd. (BIA RTE. 113)

AutoCAD SHX Text Goodyear Rd. (BIA RTE. 60)

AutoCAD SHX Text Dobson Rd.

AutoCAD SHX Text Alma School Rd.

AutoCAD SHX Text Rural Rd

AutoCAD SHX Text Kyrene Rd.

AutoCAD SHX Text Pecos Road

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BIA RTE. 36

AutoCAD SHX Text Rural Rd

AutoCAD SHX Text Kyrene Rd.

AutoCAD SHX Text Moffet Rd.

AutoCAD SHX Text Pear Rd.

AutoCAD SHX Text Ironwood Road

AutoCAD SHX Text Desert View Rd.

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LOWER SANTAN RD. (BIA RTE. 72)

AutoCAD SHX Text Old Well Rd. (BIA RTE. 50)

AutoCAD SHX Text Santa Cruz Rd. (BIA RTE. 3)

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CASA BLANCA RD. (BIA RTE. 1)

AutoCAD SHX Text Alma School Rd.

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HIGHWAY 587

AutoCAD SHX Text Aspen Rd.

AutoCAD SHX Text Sesame Rd.

AutoCAD SHX Text Dobbins Rd.

AutoCAD SHX Text Elliot Dr.

AutoCAD SHX Text Cotton Rd.

AutoCAD SHX Text 67th Ave.

AutoCAD SHX Text 75th Ave.

AutoCAD SHX Text McQueen Rd.

AutoCAD SHX Text Stotonic Rd.

AutoCAD SHX Text Gilbert Rd.

AutoCAD SHX Text Price Rd.

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SOUTHERN ROAD

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SOUTHERN ROAD

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CASA BLANCA RD. (BIA RTE. 1)

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CASA BLANCA RD. (BIA RTE. 1)

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SAINT ROAD

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SACATON ROAD

AutoCAD SHX Text Blackwater Road (BIA RTE. 104)

AutoCAD SHX Text Sparrow Rd. (BIA RTE. 167)

AutoCAD SHX Text Lindsay Rd.

AutoCAD SHX Text B.I.A. Route 7

AutoCAD SHX Text Seed Farm Road

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RABBIT ROAD

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BRASS CAP

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HUNT HWY.

AutoCAD SHX Text Sacaton Rd.

AutoCAD SHX Text Casa Grande Hwy

AutoCAD SHX Text Bluebird Rd.

AutoCAD SHX Text 1171.0

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HP 1179.2

AutoCAD SHX Text 1170.7

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SET 1/2" X 17" REBAR WITH CAP LS#42072 (UNLESS OTHERWISE NOTED)

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FOUND MONUMENT

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UTILITY POWER POLE

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EXISTING BOUNDARY LINE

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ADJACENT BOUNDARY LINE

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RIGHT OF WAY

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EXISTING MAJOR CONTOUR ELEVATION

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EXISTING MINOR CONTOUR ELEVATION

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TOP OF CONCRETE

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EDGE OF CONCRETE

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SANITARY SEWER MANHOLE

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SSMH

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EDGE OF DIRT ROAD

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EDR

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PROPOSED MAJOR CONTOUR ELEVATION

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PROPOSED MINOR CONTOUR ELEVATION

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EXISTING OVERHEAD ELECTRIC SERVICE

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EXISTING SEWER SERVICE BY OTHERS

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EXISTING 1" WATER SERVICE BY OTHERS

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HOUSE DIMENSION FROM EXISTING PROPERTY LINES

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PROPOSED SIDE SLOPE

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PROPOSED RIPRAP

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HIGH POINT SPOT ELEVATION

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GRADE BREAK

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EXISTING SEPTIC

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PROPOSED GEOWEB SYSTEM

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0.010 ft/ft

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SPILLWAY OUTFALL EL=1168.0

AutoCAD SHX Text 1171.0

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SPILLWAY INLET EL=1170.0

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MATCH EX TC=1171.5

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MATCH EX TC=1171.5

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MATCH EX TC=1171.5

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MATCH EX TC=1171.3

AutoCAD SHX Text 4:1

AutoCAD SHX Text 1166.5

AutoCAD SHX Text 71.5

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INFILL ALL LOW AREAS EL=1171.0

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AutoCAD SHX Text S=1.0%

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EXISTING WATER METER

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INSTALL NON-WOVEN GEOTEXTILE SEPARATION FILTER FABRIC LAYER

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INSTALL GEOTEXT GW30V FILTER FABRIC LAYER

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INSTALL RIPRAP D =12"50=12"

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INSTALL GEOWEB GW30V FILLED WITH 2" AGGREGATE

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BEGIN CHANNEL

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EXISTING GRADE

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BOTTOM OF CHANNEL

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CHANNEL BANK

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EXISTING GRADE

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INSTALL RIPRAP D =6"50=6"

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INSTALL CONCRETE FORD CROSSING & CUT-OFF WALLS PER MAG STD. DTL 552 SEE SHEET 4

AutoCAD SHX Text INSTALL ANGULAR RIPRAP D50=6 in VOL=44 CY SEE SHEET 4

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FUTURE LUAR AREA INFILL LOW LYING AREAS WITH REMAINING EARTHWORK FILL

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PROPOSED LUAR BOUNDARY

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PROPOSED ROAD ENCROACHMENT BOUNDARY

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PROPOSED BOTTOM OF CHANNEL

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EXISTING GRADE

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S=0.010 FT/FT

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S=0.008 FT/FT

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INSTALL 12" RIPRAP

AutoCAD SHX Text INSTALL Geoweb GW30V8

AutoCAD SHX Text INSTALL 307 SY Geoweb GW30V8 SEE SHEET 4

AutoCAD SHX Text 1166.7

AutoCAD SHX Text 1168.0

AutoCAD SHX Text S=1.0%

AutoCAD SHX Text 1167.7

AutoCAD SHX Text 1167.5

AutoCAD SHX Text 1167.2

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BEGIN CHANNEL

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END CHANNEL CONTRACTOR TO FIELD FIT GRADING

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ROAD ENCROACHMENT

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ROAD ENCROACHMENT

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AutoCAD SHX Text INSTALL ANGULAR RIPRAP D50=6 in VOL=44 CY

AutoCAD SHX Text INSTALL ANGULAR RIPRAP D50=12 in VOL=44 CY SEE SHEET 4

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INSTALL CONCRETE FORD CROSSING & CUT-OFF WALLS PER MAG STD. DTL 552 SEE SHEET 4

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EXISTING GRADE

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PROPOSED BOTTOM OF CHANNEL EL=1168.0

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PO BOX E - SACATON , AZ 85147

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PHONE (520) 562-6003

AutoCAD SHX Text DEPARTMENT OF LAND USE PLANNING & ZONING FLOOD CONTROL SECTION 291 W. CASA BLANCA RD. SACATON, AZ 85147 (520) 562-6003 CONTACT: SEAVER FIELDS OFFICE OF EMERGENCY MANAGEMENT - OEM EMERGENCY LINE (520) 610-8210 - OEM EMERGENCY LINE (520) 610-8210 OFFICE OF EMERGENCY MANAGEMENT - BRUCE HARVEY (520) 562-4487 - BRUCE HARVEY (520) 562-4487 (520) 562-4487 CULTURAL RESOURCES MANAGEMENT PROGRAM - LINDA MORGAN (520) 562-7150 - LINDA MORGAN (520) 562-7150 (520) 562-7150 DEPARTMENT OF PUBLIC WORKS - RON GRITTMAN (520) 562-3343 - RON GRITTMAN (520) 562-3343 (520) 562-3343 PIMA MARICOPA IRRIGATION PROJECT - DAVID DEJONG (520) 562-6700 - DAVID DEJONG (520) 562-6700 (520) 562-6700 DEPARTMENT OF TRANSPORTATION - STEVE JOHNSON (520) 562-0950 - STEVE JOHNSON (520) 562-0950 (520) 562-0950 GILA RIVER INDIAN COMMUNITY UTILITY AUTHORITY - KEN STOCK (520) 796-0600 (520) 796-0600 GILA RIVER INDIAN IRRIGATION DRAINAGE DISTRICT - JESSICA ROMO (620) 376-4106 - JESSICA ROMO (620) 376-4106 (620) 376-4106 GILA RIVER TELECOMMUNICATIONS, INC. - ENEZ JACKSON (520) 796-3333 - ENEZ JACKSON (520) 796-3333 (520) 796-3333 GILA RIVER DEPT. OF ENVIRONMENTAL QUALITY - LISA GOVER (520) 562-2234 - LISA GOVER (520) 562-2234 (520) 562-2234 GILA RIVER FIRE DEPARTMENT - KATHY GARCIA (520) 796-5900 - KATHY GARCIA (520) 796-5900 (520) 796-5900 AZ BLUE STAKE (800) 782-5348(800) 782-5348

SHEET NO. TITLE TITLE 1. COVER SHEET COVER SHEET 2. GENERAL NOTES, QUANTITIES GENERAL NOTES, QUANTITIES 3. GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN 4. DETAILS AND CROSS SECTIONS DETAILS AND CROSS SECTIONS

Cut/Fill Summary Name

EARTHWORKS

Totals

Cut Factor

1.000

Fill Factor

1.000

2d Area

18519 Sq. Ft.

Cut

616.54 Cu. Yd.

Fill

61.77 Cu. Yd.

Net

554.77 Cu. Yd.<Cut>

Ap pr ov ed

R ev ie w ed

D ra w n

D at e

Fi el d D at e

D at e R ev

Fi el d

D es cr ip tio n

SHEET OF

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N I TYO

A Z

E GARI IV L

A ONID

IVE

ITY

La nd U se P la nn in g an d

Zo ni ng

F L O

O D

C O

N T

R O

CONSTRUCTION NOTES

GRADING AND DRAINAGE NOTES

ENGINEER'S NOTES

N O

FC 26-017 DA

N M

O N

P R

C T

O N

W N

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, R

D S

T 5, C

A, G

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, A R

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/1 0/

SF SF

LEGAL DESCRIPTION

SURVEY GENERAL NOTES:

BENCHMARK (N.G.V.D. 29)

GRIC GROUND CONTROL USED (GROUND COORDINATES)

REFERENCE DOCUMENTS:

GROUND GRID CONTROL DATA AND BASIS OF BEARING

GENERAL NOTES

PRELIM

ARY

NOT FOR C

ONSTRUCTIO

SURVEY N

OTES TO

BE U

PDATED

PRELIM

ARY

NOT FOR C

ONSTRUCTIO

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PO BOX E - SACATON , AZ 85147

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PHONE (520) 562-6003

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1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF ANY GRIC EMPLOYEE IS NOT INTENDED TO INCLUDE THE REVIEW OR ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 2. ALL IMPROVEMENTS SHOWN UPON AND APPROVED BY THIS PLAN SHALL BE RESTRICTED TO THE IDENTIFIED PROJECT. ALL IMPROVEMENTS SHOWN UPON AND APPROVED BY THIS PLAN SHALL BE RESTRICTED TO THE IDENTIFIED PROJECT. 3. THE CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION FENCE AROUND THE APPROVED CONSTRUCTION SITE TO DELINEATE LIMITS OF THE CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION FENCE AROUND THE APPROVED CONSTRUCTION SITE TO DELINEATE LIMITS OF DISTURBANCE. 4. THE CONTRACTOR SHALL COORDINATE AND MAKE ARRANGEMENTS FOR THE INSTALLATION, CONSTRUCTION, OR RELOCATION OF ANY AND ALL THE CONTRACTOR SHALL COORDINATE AND MAKE ARRANGEMENTS FOR THE INSTALLATION, CONSTRUCTION, OR RELOCATION OF ANY AND ALL NECESSARY UTILITIES ASSOCIATED WITHIN THE SITE WITH THE PROPER UTILITY AUTHORITY. 5. ANY MATERIALS OR ITEMS DAMAGED DURING THE COURSE OF WORK, WHETHER PUBLIC OR PRIVATE, THAT ARE NOT IDENTIFIED ON THIS PLAN ANY MATERIALS OR ITEMS DAMAGED DURING THE COURSE OF WORK, WHETHER PUBLIC OR PRIVATE, THAT ARE NOT IDENTIFIED ON THIS PLAN SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL NECESSARY REGULATIONS AND REQUESTS BY BOTH THE GILA RIVER INDIAN THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL NECESSARY REGULATIONS AND REQUESTS BY BOTH THE GILA RIVER INDIAN COMMUNITY AND THE RESPECTIVE COUNTY JURISDICTION REGARDING DUST CONTROL. 7. THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAR OF SOIL, MUD OR DEBRIS AT ALL TIMES. THE CONTRACTOR SHALL KEEP ALL STREETS AND ROADWAYS CLEAR OF SOIL, MUD OR DEBRIS AT ALL TIMES. 8. THE CONTRACTOR SHALL PREVENT ANY DAMAGE BY DRAINAGE DURING ANY GRADING OR OTHER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREVENT ANY DAMAGE BY DRAINAGE DURING ANY GRADING OR OTHER CONSTRUCTION ACTIVITIES. 9. INSTALL 50'X50' RIPRAP SIZE D50=0.25' DRIVE ACCESS AT CONSTRUCTION ENTRANCE TO CASA GRANDE HIGHWAY FOR DUST CONTROL. INSTALL 50'X50' RIPRAP SIZE D50=0.25' DRIVE ACCESS AT CONSTRUCTION ENTRANCE TO CASA GRANDE HIGHWAY FOR DUST CONTROL. 50=0.25' DRIVE ACCESS AT CONSTRUCTION ENTRANCE TO CASA GRANDE HIGHWAY FOR DUST CONTROL. =0.25' DRIVE ACCESS AT CONSTRUCTION ENTRANCE TO CASA GRANDE HIGHWAY FOR DUST CONTROL. 10. ALL EXCAVATED MATERIAL SHALL BE IMMEDIATELY UTILIZED TO FILL IN LOW LYING, ERODED AREAS.ALL EXCAVATED MATERIAL SHALL BE IMMEDIATELY UTILIZED TO FILL IN LOW LYING, ERODED AREAS.

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1. AN APPROVED EXCAVATION PLAN SHALL BE ON THE JOB SITE AT ALL TIMES. DEVIATIONS FROM THE PLAN MUST BE PRECEDED BY AN AN APPROVED EXCAVATION PLAN SHALL BE ON THE JOB SITE AT ALL TIMES. DEVIATIONS FROM THE PLAN MUST BE PRECEDED BY AN APPROVED PLAN REVISION. 2. ALL GRADING OF THE SITE SHALL CONFORM TO THIS PLAN. ALL GRADING OF THE SITE SHALL CONFORM TO THIS PLAN. 3. PREPARATION OF GROUND: THE AREA OVER WHICH FILLS ARE TO BE MADE SHALL BE CLEARED OF ALL TRASH, TREES, STUMPS, PREPARATION OF GROUND: THE AREA OVER WHICH FILLS ARE TO BE MADE SHALL BE CLEARED OF ALL TRASH, TREES, STUMPS, DEBRIS, OR OTHER MATERIAL NOT SUITABLE AS A FOUNDATION FOR FILL. 4. ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING ARE NOT A PART OF THIS EXCAVATION PLAN. ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING ARE NOT A PART OF THIS EXCAVATION PLAN. 5. CONTRACTOR SHALL VERIFY PROPERTY LINE LOCATIONS PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL VERIFY PROPERTY LINE LOCATIONS PRIOR TO PROCEEDING WITH WORK. 6. DISTURBED AREAS SHALL BE RE-PLANTED PER THE NATIVE PLANT REVIEW. EXISTING VEGETATION SHALL BE RELOCATED IF DISTURBED DISTURBED AREAS SHALL BE RE-PLANTED PER THE NATIVE PLANT REVIEW. EXISTING VEGETATION SHALL BE RELOCATED IF DISTURBED BY CONSTRUCTION. 7. ALL DRAINAGE SWALES SHALL BE MAINTAINED BY OWNER TO BE FREE OF TRASH, SILT, DEBRIS, AND VEGETATION. ALL DRAINAGE SWALES SHALL BE MAINTAINED BY OWNER TO BE FREE OF TRASH, SILT, DEBRIS, AND VEGETATION. 8. CONTRACTOR/BUILDER SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIANCES BETWEEN THESE PLANS AND ON-SITE CONTRACTOR/BUILDER SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIANCES BETWEEN THESE PLANS AND ON-SITE CONDITIONS. 9. A TBM MUST BE PROVIDED PRIOR TO CONSTRUCTION. A TBM MUST BE PROVIDED PRIOR TO CONSTRUCTION. 10. CLEARING AND GRUBBING SHALL CONFORM TO MAG STANDARD SPECIFICATIONS SECTION 201. CLEARING AND GRUBBING SHALL CONFORM TO MAG STANDARD SPECIFICATIONS SECTION 201. 11. FILL CONSTRUCTION SHALL CONFORM WITH MAG STANDARD SPECIFICATIONS SECTION 211. FILL CONSTRUCTION SHALL CONFORM WITH MAG STANDARD SPECIFICATIONS SECTION 211. 12. EARTHWORK FOR DRAINAGE CHANNELS AND DRAINAGE DETENTION BASIN SHALL CONFORM TO MAG STANDARD SPECIFICATIONS SECTION EARTHWORK FOR DRAINAGE CHANNELS AND DRAINAGE DETENTION BASIN SHALL CONFORM TO MAG STANDARD SPECIFICATIONS SECTION 215. 13. RIP RAP CONSTRUCTION SHALL CONFORM TO MAG STANDARD SPECIFICATION SECTION 220. RIP RAP CONSTRUCTION SHALL CONFORM TO MAG STANDARD SPECIFICATION SECTION 220. 14. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST VERSION OF MAG UNIFORM SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS ALL CONSTRUCTION SHALL CONFORM TO THE LATEST VERSION OF MAG UNIFORM SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION. 15. ALL SIDE SLOPES SHALL BE AT 4:1 (4 FEET OF HORIZONTAL RUN FOR 1 FOOT VERTICAL FALL) UNLESS OTHERWISE SPECIFIED.ALL SIDE SLOPES SHALL BE AT 4:1 (4 FEET OF HORIZONTAL RUN FOR 1 FOOT VERTICAL FALL) UNLESS OTHERWISE SPECIFIED.

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1. THIS PLAN REFERENCES FC #26-017 DA. THIS PLAN REFERENCES FC #26-017 DA. 2. TRIBAL RESOLUTION IS IN PROCESS FOR LAND ASSIGNMENT IN CONJUNCTION WITH PROJECT. NO EARTH MOVING ACTIVITY SHALL OCCUR UNTL AN TRIBAL RESOLUTION IS IN PROCESS FOR LAND ASSIGNMENT IN CONJUNCTION WITH PROJECT. NO EARTH MOVING ACTIVITY SHALL OCCUR UNTL AN APPROVED LUAR IS PROVIDED. 3. ALL ADDITIONAL NECESSARY PERMITS AND APPROVALS SHALL BE ACQUIRED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AND RECORDED ALL ADDITIONAL NECESSARY PERMITS AND APPROVALS SHALL BE ACQUIRED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AND RECORDED AT THE DEPARTMENT OF LAND USE PLANNING AND ZONING. 4. THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL THE ENGINEER MAKES NO REPRESENTATION OR GUARANTEE REGARDING EARTHWORK QUANTITIES OR THAT THE EARTHWORK FOR THIS PROJECT WILL BALANCE DUE TO VARYING FIELD CONDITION, CHANGING SOIL TYPES, ALLOWABLE CONSTRUCTION TOLERANCES, AND CONSTRUCTION METHODS THAT ARE BEYOND THE CONTROL OF THE ENGINEER. 5. PRIOR TO CONSTRUCTION, THE CONSTRUCTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO THE ACTUAL CONDITIONS AND EARTHWORK QUANTITIES, PRIOR TO CONSTRUCTION, THE CONSTRUCTOR SHALL THOROUGHLY SATISFY HIMSELF AS TO THE ACTUAL CONDITIONS AND EARTHWORK QUANTITIES, IF ANY. NO CLAIM SHALL BE MADE AGAINST THE MANAGING DEPARTMENT OR ENGINEER FOR ANY EXCESS OR DEFICIENCY THEREIN, ACTUAL, OR RELATIVE. 6. THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE MANAGING DEPARTMENT, THE ENGINEER, OR GILA RIVER INDIAN COMMUNITY REGARDING THE CONTRACTOR SHALL MAKE NO CLAIM AGAINST THE MANAGING DEPARTMENT, THE ENGINEER, OR GILA RIVER INDIAN COMMUNITY REGARDING ALLEGED INACCURACY OF CONSTRUCTION STAKES SET BY THE ENGINEER UNLESS ALL SURVEY STAKES SET BY THE ENGINEER ARE MAINTAINED, INTACT AND CAN BE VERIFIED AS TO THEIR ORIGIN. IF, IN THE OPINION OF THE ENGINEER, THE STAKES ARE NOT MAINTAINED INTACT AND CANNOT BE VERIFIED AS TO THEIR ORIGIN, ANY REMEDIAL WORK REQUIRED TO CORRECT ANY ITEM OR IMPROPER CONSTRUCTION WORK IN THIS DEVELOPMENT SHALL BE PERFORMED AT THE SOLE EXPENSE OF THE RESPONSIBLE CONTRACTOR OR SUBCONTRACTOR. 7. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, OBLIGATE, ANY CONTRACTUAL NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO CREATE, OBLIGATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR ANY SUBCONTRACTOR. IF ANY DISCREPANCIES ARISE BETWEEN THIS PLAN AND CONTRACT DOCUMENTS, CONTRACT DOCUMENTS SHALL PREVAIL. 8. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN CONNECTION WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH AGREED UPON TERMS. 9. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED ACCORDING TO INFORMATION PROVIDED BY THE AGENCY OPERATING EACH EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED ACCORDING TO INFORMATION PROVIDED BY THE AGENCY OPERATING EACH UTILITY. LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND ARE NOT RELIABLE FOR CONSTRUCTION PURPOSES. CALL ARIZONA BLUE STAKE AT 1-800-782-5348 AND OR DEPARTMENT OF PUBLIC WORKS AT 520-562-3343 FOR ACTUAL FIELD LOCATION. 10. THE ENGINEER AND THE MANAGING DEPARTMENT MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS. THE ENGINEER AND THE MANAGING DEPARTMENT MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS. ANY VARIATIONS FROM THESE PLANS SHALL BE PROPOSED ON CONSTRUCTION FIELDPRINTS AND TRANSMITTED TO THE ENGINEER. 11. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THE SITE. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THE SITE. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE DRAWING, SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. UNLESS OTHERWISE SPECIFIED, EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. 12. ANY INSPECTION BY THE MANAGING DEPARTMENT OR THE ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION ANY INSPECTION BY THE MANAGING DEPARTMENT OR THE ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND GRIC REQUIREMENTS. 13. CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING THE CONSTRUCTION CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING THE CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 14. CONTRACTOR TO FOLLOW RECOMMENDATIONS LISTED IN THE SOILS INVESTIGATION REPORT FOR THIS PROJECT PREPARED BY THE SOILS CONTRACTOR TO FOLLOW RECOMMENDATIONS LISTED IN THE SOILS INVESTIGATION REPORT FOR THIS PROJECT PREPARED BY THE SOILS INVESTIGATION REPORT FOR THIS PROJECT PREPARED BY THE SOILS ENGINEER. SHOULD ANY CONFLICTS ARISE, CONTRACTOR SHALL CONSULT ENGINEER AND THE MANAGING DEPARTMENT. 15. EXISTING BUILDING SETBACKS, RIGHTS OF WAYS, EASEMENTS, AND ANY OTHER LAND ASSIGNMENTS SHALL BE CONFIRMED PRIOR TO EXISTING BUILDING SETBACKS, RIGHTS OF WAYS, EASEMENTS, AND ANY OTHER LAND ASSIGNMENTS SHALL BE CONFIRMED PRIOR TO ANY ON-SITE WORK. 16. ALL WORK SHALL BE DONE IN ACCORDANCE WITH MAG SPECIFICATIONS AND DETAILS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH MAG SPECIFICATIONS AND DETAILS. 17. DURING THE PROCESS OF EXCAVATION, IF ANY UTILITY IS EXPOSED OR INTERRUPTED, OR ANY CULTURAL ARTIFACTS ARE FOUND, WORK DURING THE PROCESS OF EXCAVATION, IF ANY UTILITY IS EXPOSED OR INTERRUPTED, OR ANY CULTURAL ARTIFACTS ARE FOUND, WORK MUST CEASE IMMEDIATELY AND CONTACT OF THE MANAGING DEPARTMENT IS REQUIRED TO COORDINATE WITH THE UTILITY PROVIDER OR CULTURAL RESOURCES MANAGEMENT PROGRAM FOR INVESTIGATION.

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THE MAYBE ADDITIONAL UTILITIES NOT SHOWN ON THIS DRAWING. THE MAYBE ADDITIONAL UTILITIES NOT SHOWN ON THIS DRAWING. THE ADDITIONAL UTILITIES NOT SHOWN ON THIS DRAWING. THE ADDITIONAL UTILITIES NOT SHOWN ON THIS DRAWING. THE UTILITIES NOT SHOWN ON THIS DRAWING. THE UTILITIES NOT SHOWN ON THIS DRAWING. THE NOT SHOWN ON THIS DRAWING. THE NOT SHOWN ON THIS DRAWING. THE SHOWN ON THIS DRAWING. THE SHOWN ON THIS DRAWING. THE ON THIS DRAWING. THE ON THIS DRAWING. THE THIS DRAWING. THE THIS DRAWING. THE DRAWING. THE DRAWING. THE THE THE BEARINGS AND DISTANCES AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY AND DISTANCES AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY AND DISTANCES AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY DISTANCES AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY DISTANCES AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY AS SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY SHOWN HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY HEREON ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY ARE MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY MEASURED VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY VALUES UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY UNLESS OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY OTHERWISE NOTED. THIS SURVEY MAKES NO WARRANTY NOTED. THIS SURVEY MAKES NO WARRANTY NOTED. THIS SURVEY MAKES NO WARRANTY THIS SURVEY MAKES NO WARRANTY THIS SURVEY MAKES NO WARRANTY THIS SURVEY MAKES NO WARRANTY SURVEY MAKES NO WARRANTY SURVEY MAKES NO WARRANTY MAKES NO WARRANTY MAKES NO WARRANTY NO WARRANTY NO WARRANTY WARRANTY WARRANTY AS TO THE EXISTENCE OF ANY ADDITIONAL EASEMENTS OF RECORD AND/OR RESTRICTIONS TO AFFECTED PARCELS. 2. THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE TO THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE THE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE ORIGINAL HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE HARD COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE COPY ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE ISSUED AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE AT THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE THE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE SURVEY DATE WITH ITS ORIGINAL SEAL TO ENSURE DATE WITH ITS ORIGINAL SEAL TO ENSURE DATE WITH ITS ORIGINAL SEAL TO ENSURE WITH ITS ORIGINAL SEAL TO ENSURE WITH ITS ORIGINAL SEAL TO ENSURE ITS ORIGINAL SEAL TO ENSURE ITS ORIGINAL SEAL TO ENSURE ORIGINAL SEAL TO ENSURE ORIGINAL SEAL TO ENSURE SEAL TO ENSURE SEAL TO ENSURE TO ENSURE TO ENSURE ENSURE ENSURE THE ACCURACY OF THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ACCURACY OF THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ACCURACY OF THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE OF THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE OF THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE THE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE INFORMATION AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE AND TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE TO FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE FURTHER ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ENSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE OR MODIFICATIONS HAVE BEEN MADE OR MODIFICATIONS HAVE BEEN MADE MODIFICATIONS HAVE BEEN MADE MODIFICATIONS HAVE BEEN MADE HAVE BEEN MADE HAVE BEEN MADE BEEN MADE BEEN MADE MADE MADE AS FILED AT THE GILA RIVER INDIAN COMMUNITY OFFICE OF LAND USE PLANNING AND ZONING. POINT NORTHING EASTING ELEV. NORTHING EASTING ELEV. NORTHING EASTING ELEV. EASTING ELEV. ELEV. X X X X X X X X X X TBM #1: 1/2" REBAR LS #42072 AT THE NORTHEAST CORNER OF THIS HOMESITE. : 1/2" REBAR LS #42072 AT THE NORTHEAST CORNER OF THIS HOMESITE. ELEVATION = 978.83 TBM #2: 1/2" REBAR AT THE SOUTHWEST CORNER OF THIS HOMESITE. : 1/2" REBAR AT THE SOUTHWEST CORNER OF THIS HOMESITE. ELEVATION = 978.38 1. CADASTRAL MAP, DWG. NO. 10711-0300A35, DATED 7-17-13. CADASTRAL MAP, DWG. NO. 10711-0300A35, DATED 7-17-13. 2. RESULTS OF SURVEY PLAT DWG. NO. 20706-2128, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, AND DATED 3-15-07. RESULTS OF SURVEY PLAT DWG. NO. 20706-2128, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, AND DATED 3-15-07. 3. GLO PLAT 00001-A OFFICIALLY FILED NOVEMBER 23, 2016. GLO PLAT 00001-A OFFICIALLY FILED NOVEMBER 23, 2016. 4. GLO PLAT 00002 ACCEPTED NOVEMBER 3, 1920 AND OFFICIALLY FILED NOVEMBER 3, 1920. GLO PLAT 00002 ACCEPTED NOVEMBER 3, 1920 AND OFFICIALLY FILED NOVEMBER 3, 1920. 5. GLO PLAT 00003 OFFICIALLY FILED FEBRUARY 14, 1901. GLO PLAT 00003 OFFICIALLY FILED FEBRUARY 14, 1901. 6. ASSIGNMENT OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF ASSIGNMENT OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF ROAD FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF FOR RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF RIGHT-OF-WAY, BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF BASELINE ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF ROAD GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF GR-734-60, DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF DATED 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF 9-9-1972, SIGNED BY MARICOPA COUNTY BOARD OF SIGNED BY MARICOPA COUNTY BOARD OF SIGNED BY MARICOPA COUNTY BOARD OF BY MARICOPA COUNTY BOARD OF BY MARICOPA COUNTY BOARD OF MARICOPA COUNTY BOARD OF MARICOPA COUNTY BOARD OF COUNTY BOARD OF COUNTY BOARD OF BOARD OF BOARD OF OF OF SUPERVISORS. 7. RIGHT OF WAY MAP DOT PROJECT NO. ROW_0294.D7.09, DWG. NO. 40713-0051-EA, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, RIGHT OF WAY MAP DOT PROJECT NO. ROW_0294.D7.09, DWG. NO. 40713-0051-EA, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, OF WAY MAP DOT PROJECT NO. ROW_0294.D7.09, DWG. NO. 40713-0051-EA, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, OF WAY MAP DOT PROJECT NO. ROW_0294.D7.09, DWG. NO. 40713-0051-EA, SIGNED BY JAMES M. GLENZINSKI, RLS #42072, WAY MAP DOT PROJECT NO. ROW_0294.D7.09, DWG. NO. 40713-0051-EA, SIGNED BY JAMES M.

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