Amendment of Little Valley Gateway Community Structure Plan

Planning and Development Services 2001 S. State Street N3-600 • Salt Lake City, UT 84190-4050 Phone: (385) 468-6700 • Fax: (385) 468-6674 msd.utah.gov

File # 31003

Amendment of Little Valley Gateway Community Structure Plan

Public Body: Magna Metro Township Council Meeting Date: November 12, 2019 Parcel ID’s: 14-31-400-007, 14-32-152-001, 14-32-300-013, 14-32-176-005, 14-32-300-012-4002,14-32-300-001 Current Zone: PC- Planned Community Property Address: 3940 South 8400 West Request: Amendment of the Community Structure Plan related to Street Width and Design

Planner: Julia Friedman Planning Staff Recommendation: Approval Applicant Name: Adam Loser (on behalf of DR Horton, Kennecott Utah Copper, and Granite School District)

PROJECT DESCRIPTION

The applicant is requesting approval of an amendment to the Community Structure Plan related to street width and design for the Little Valley Gateway planned development. The applicant intends to increase the planned roadway widths and alter some design elements.

SITE & VICINITY DESCRIPTION (see attached map)

The property was recently annexed into the Magna Metro Township and was zoned as a PC (Planned Community Zone). The property is over 200 acres in size and is in the Southwest corner of 3940 South 8400 West. Development of the Kennecott Land will be made up of residential projects consisting of various products, including single-family detached homes, small cottages, townhomes (attached) and apartments. The PC Zone allows up to 1,360 units of residential housing. The School District also intends to develop the School Land with buildings and improvements for public school purposes.

Request: Amendment of the Community Structure Plan File #: 31003

GENERAL PLAN CONSIDERATIONS

The following goals and objectives of the General Plan relate specifically to this project, the roadway design and overall layout for the Planned Community:

Goal 2: COMMUNITY Objective 2.3: Develop a network of physical connections that maximize the number of potential routes between neighborhoods that improves access to schools, churches, public facilities, and commercial centers.

Goal 5: HOUSING CHOICES Objective 5.1: Provide sufficient housing for current and future populations that are appropriate, safe, and affordable for a range of income levels.

Objective 5.4: Encourage residential development that establishes a variety of lot sizes, dwelling types, densities, and price points, as well as an appropriate balance of owner occupied and rental units.

Goal 6: PUBLIC FACILITIES Objective 6.2: Encourage development that provides services in a logical, orderly manner such that adequate streets, water, sewer, drainage facilities, schools, and other essential services can be economically provided.

Roadway Dedication Summary Page 2 of 4 Request: Amendment of the Community Structure Plan File #: 31003

ISSUES OF CONCERN/PROPOSED MITIGATION

No issues of concern as of the writing of this report.

NEIGHBORHOOD RESPONSE

No responses have been received as of the writing of this report.

REVIEWING AGENCIES RESPONSE

AGENCY: Grading Review DATE: 9.20.2019 RECOMMENDATON: Conceptual Approval – Additional Items Required 1. Received a copy of the SWPPP and NOI (approved for construction) 2. Need to provide a copy of the Geotechnical Engineering report for the development including the required structural section for the roadways 3. Need to provide approvals from DERR and Rail road on boring below the tracks

AGENCY: Geology Review DATE: 8.6.2019 RECOMMENDATON: Conceptual Approval 1. Footing excavations shall be inspected and approved in writing by a qualified Geotechnical Engineer prior to placement of concrete forms & rebar, where applicable.

AGENCY: Urban Hydrology DATE: 8.6.2019 RECOMMENDATON: Conceptual Approval – Additional items Required 1. Follow final drainage and grading plan approved during building review process.

AGENCY: Surveyor DATE: 8.7.2019 RECOMMENDATON: Conceptual Approval 1. Items for Technical Review a. Designate which roads will be dedicated to the Public b. Label street Names c. Note street monuments to be installed (as shown) d. Show Street centerline and add bearing & distances between P.I. monuments

AGENCY: Traffic Engineering DATE: 8.8.2019 RECOMMENDATON: Revisions Required – Additional Items Required 1. Traffic Impact study is required. 2. Traffic calming recommended on long stretch of road. 3. Roadway dedication will be required for all public roads.

AGENCY: Unified Fire Authority DATE: 8.7.2019 RECOMMENDATON: Conceptual Approval – Additional Items Required 1. As shown, the only development exits (all to 8400 W) are 2170' apart. Diagonal point to point measure of property is 5300'. Exits must be minimum 2650' apart. Are more exits planned, such as to the property to the south named as Granite School Dist.? 2. Some road widths providing only access to some lots may be too narrow, without building heights/elevations I cannot offer determinations.

Roadway Dedication Summary Page 3 of 4 Request: Amendment of the Community Structure Plan File #: 31003

AGENCY: Health DATE: 7/26/2019 RECOMMENDATON: Conceptual Approval – Additional Items Required

AGENCY: Building Review DATE: 7.29.2019 RECOMMENDATON: Conceptual Approval

AGENCY: Public Works Operations DATE: 9.20.2019 RECOMMENDATON: Conceptual Approval – Revisions Required 1. provide road access for vactor truck to grates in the detention basin. 2. Streetlight plan required.

Compliance with current building, construction, engineering, fire, health, landscape and safety standards will be verified prior to final approval.

PLANNING STAFF RECOMMENDATION

Planning Staff recommended to the Magna Metro Township Planning Commission that they approve the Little Valley Gateway Roadway Dedication Plat under the new conditions presented by the updated Community Structure Plan, and that they recommend approval of the updated Community Structure Plan to the Magna Metro Township Planning Commission. The new Community Structure Plan calls for widening the backbone roadway from 60’ to 70’, the collector roadway from 50’ to 60’, and the modification of some private roadways to 42’.

PLANNING COMMISSIONS’ RECOMENDATION

The Magna Metro Township Planning Commission met on Thursday, October 24, 2019 and voted to approve the Roadway Dedication Plat for the major roadways on the condition that the Community Structure Plan was amended to meet the conditions of the new roadway width and design elements.

The Magna Metro Township Planning Commission recommended to the Magna Metro Township Council that they grant approve to the updated Community Structure Plan.

Roadway Dedication Summary Page 4 of 4 File #31040

Zoning Map

File #31040

Aerial Map

CALL BLUESTAKES

R @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMUNITY STRUCTURE AND LAND USE PLAN COMMENCEMENT OF ANY LAND USE TABLE Know what's below. Callbefore you dig. CONSTRUCTION. DESCRIPTION AREA (SF) DWELLING UNITS (UNITS) E N S I G N THE STANDARD IN ENGINEERING BENCHMARK DISTRICT: NEIGHBORHOOD (4-8 DWELLING UNITS/AC)

SOUTH QUARTER CORNER SINGLE FAMILY DETACHED 616,192 (14.15 AC) 67 SECTION 32 SALT LAKE CITY TOWNSHIP 1 SOUTH, RANGE 2 WEST FRONT LOADED COTTAGES 1,070,805 (24.58 AC) 202 45 W. 10000 S., Suite 500 SALT LAKE BASE & MERIDIAN FRONT LOADED TOWNHOMES 189,514 (4.28 AC) 63 Sandy, UT 84070 ELEVATION = 4492.27 Phone: 801.255.0529 CYPRUS HIGH SCHOOL 2,614,755 (60.03 AC) N/A

TOTAL 4,491,266 (103.11) 332 LAYTON Phone: 801.547.1100

tv DISTRICT: VILLAGE (9-20 DWELLING UNITS/AC)

g TOOELE FRONT LOADED TOWNHOMES 1,589,992 (36.5 AC) 478 Phone: 435.843.3590

CM ALLEY LOADED TOWNHOMES 1,070,805 (24.58 AC) 281 CEDAR CITY

WV D H Y tv Phone: 435.865.1453

g TOTAL 2,660,797 (61.08 AC) 759 RICHFIELD

DISTRICT: TOWN CENTER (20+ DWELLING UNITS/AC) Phone: 435.896.2983 x

x WV

COMMCOMM x APARTMENTS 552,754 (12.69 AC) 260

IR g

WV MUNICIPAL USE 218,650 (5.02 AC) N/A

WV x

IRR x COMM WWW.ENSIGNENG.COM 771,404 (17.71 AC) COMMCOMM IRR TOTAL 260 WM

IRR

W D H Y

x FOR:

COMM x DR HORTON

IRR IRR x 12351 SO. GATEWAY PARK PLACE

TOTAL OPEN SPACE* 1,906,289 (43.76 AC) N/A x DRAPER, UTAH 84020

IRR

8400 WEST CONTACT: x W WM CM TOTAL SITE 7,923,467 (181.90 AC) N/A ADAM LOSER

x COMM fo x PHONE: (801) 404-8368

IRR x *NOTE: ASSUMES NO CREDIT FOR OPENSPACE ON HIGH SCHOOL SITE.

fo x x x x

x x

x x DENVER & RIO GRANDE WESTERN RAILROADx x x x

x x x x

x OPENSPACE x

RAILROAD CO DENVER & RIO GRANDE

x x H

Y D

x H Y D x

WM x 4100 S 8400 W

H MAGNA, UTAH Y D

CM x

TRAFFIC 4100 SOUTH x

ANDERSON PROPERTIES, INC D

TRAFFIC x H Y D

93°'WV

WV D

OPENSPACE x

x MAGNA WATER

x COMPANY

GATEWAY TO LITTLE VALLEY ROADWAY INFRASTRUCTURE x

DISTRICT

GRANITE SCHOOL x

x KENNECOTTCOPPER UTAH CORP

x x

COMMUNITY STRUCTURE PLAN - LAND USE

PROJECT NUMBER PRINT DATE HORIZONTAL GRAPHIC SCALE 8106 10/23/19 200 0 100 200 400 DRAWN BY CHECKED BY JBG RWF

PROJECT MANAGER ( IN FEET ) RWF HORZ: 1 inch = 200 ft. CSP-100 LEGEND CALL BLUESTAKES

R @ 811 AT LEAST 48 HOURS 3.5" ASPHALTIC CONCRETE 3" ASPHALTIC CONCRETE PRIOR TO THE PER SPECIFICATIONS, DM-1/2 PER SPECIFICATIONS, DM-1/2 70' ROW COLLECTOR ROAD

ASPHALTIC CONCRETE 50'-0" ASPHALTIC CONCRETE 26'-0" (NO MORE THAN 15% RAP IN PER SPECIFICATIONS, DM-1/2 (NO MORE THAN 15% RAP IN PER SPECIFICATIONS, DM-1/2 COMMENCEMENT OF ANY 70'-0" ASPHALT MIXTURE) ASPHALT MIXTURE) 42'-0" Know what's below.

CONSTRUCTION. 12'-6" 12'-6" 11'-0" 11'-0" before you dig. 5'-0" 5'-0" 2'-6" 2'-6" 5'-0" 5'-0" 2'-0" 2'-0" Call ℄ 6'-0" ℄ ℄ ℄ 6'-0" 2'-6" 6'-0" 2'-6" 5'-0" 4'-0" 1'-0" 2'-0" 2'-6" 12'-6" 12'-6" 2'-6" 5'-0" 5'-0" 60' ROW COLLECTOR ROAD 6'-0" 12'-0" 12'-0" 6'-0" E N S I G N THE STANDARD IN ENGINEERING BENCHMARK 50' ROW LOCAL ROAD

SOUTH QUARTER CORNER TYPE "C" ROLL CURB AND GUTTER PER APWA STANDARD SECTION 32 PLAN NO. 205 AND 42 ' ROW PRIVATE ROAD SALT LAKE CITY TYPE "A" CURB AND GUTTER SIDEWALK PER APWA SPECIFICATIONS PROPERLY PREPARED SUBGRADE OR PROPERLY PREPARED SUBGRADE OR TYPE "A" CURB AND GUTTER PROPERLY PREPARED SUBGRADE OR TYPE "A" CURB AND GUTTER PROPERLY PREPARED SUBGRADE OR TOWNSHIP 1 SOUTH, RANGE 2 WEST PER APWA STANDARD PLAN STANDARD PLAN NO. 231 SIDEWALK PER APWA FILL COMPACTED PER GEOTECHNICAL SIDEWALK PER APWA FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN AND SPECIFICATIONS FILL COMPACTED PER GEOTECHNICAL 45 W. 10000 S., Suite 500 NO. 205.2 AND SPECIFICATIONS UNTREATED BASE COURSE COMPACTED PER GEOTECHNICAL STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS 12" UNTREATED BASE COURSE COMPACTED PER STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS NO. 205 AND SPECIFICATIONS REPORT AND SPECIFICATIONS 8" UNTREATED BASE COURSE COMPACTED PER NO. 205.2 AND SPECIFICATIONS REPORT AND SPECIFICATIONS SALT LAKE BASE & MERIDIAN GEOTECHNICAL REPORT AND SPECIFICATIONS REPORT AND SPECIFICATIONS AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS AND SPECIFICATIONS UNTREATED BASE COURSE COMPACTED PER GEOTECHNICAL Sandy, UT 84070 REPORT AND SPECIFICATIONS 26' ROW ALLEYWAY ELEVATION = 4492.27 Phone: 801.255.0529 TRAIL SYSTEM 1 70' ROW ROAD CROSS SECTION 2 50' LOCAL ROAD CROSS SECTION 3 42' ROW PRIVATE ROAD CROSS SECTION 4 26' ROW ALLEYWAY CROSS SECTION LAYTON

SCALE:NONE SCALE:NONE SCALE:NONE SCALE:NONE Phone: 801.547.1100 tv g 60'-0" TOOELE Phone: 435.843.3590 17'-6" 17'-6" 5'-0" 5'-0" 2'-6" 2'-6" 5'-0" 5'-0"

℄ CM CEDAR CITY

WV D

H Y tv Phone: 435.865.1453 g RICHFIELD Phone: 435.896.2983 PROPERLY PREPARED SUBGRADE OR TYPE "A" CURB AND GUTTER

FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN SIDEWALK PER APWA x

STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS NO. 205 AND SPECIFICATIONS x WV AND SPECIFICATIONS COMMCOMM UNTREATED BASE COURSE COMPACTED PER GEOTECHNICAL x REPORT AND SPECIFICATIONS IR g ASPHALTIC CONCRETE PER SPECIFICATIONS, DM-1/2 WV WV WV

WV x

IRR x COMM WWW.ENSIGNENG.COM 60' COLLECTOR ROAD CROSS SECTION

COMMCOMM WM IRR 5 IRR

W WV D SCALE:NONE H Y

x FOR:

COMM x DR HORTON

IRR

IRR x 12351 SO. GATEWAY PARK PLACE x DRAPER, UTAH 84020

IRR

8400 WEST CONTACT: x W WM CM ADAM LOSER

x COMM fo x PHONE: (801) 404-8368

IRR

fo x x x x x

x x

swv

x x

x x DENVER & RIO GRANDE WESTERN RAILROADx x x x

x x x x

swv

x x

RAILROAD CO DENVER & RIO GRANDE

x x H Y D

swv

x swv x H Y D

x swv

WM x 4100 S 8400 W

H MAGNA, UTAH Y D

CM swv x

swv 4100 SOUTH TRAFFIC x

ANDERSON PROPERTIES, INC D swv

TRAFFIC swv x H Y D

93°'WV

swv

swv swv

x MAGNA WATER

x COMPANY

GATEWAY TO LITTLE VALLEY ROADWAY INFRASTRUCTURE x

swv

DISTRICT

GRANITE SCHOOL x

swv x

swv swv

swv

x KENNECOTTCOPPER UTAH CORP

x x

COMMUNITY STRUCTURE PLAN - MASTER CIRCULATION

PROJECT NUMBER PRINT DATE HORIZONTAL GRAPHIC SCALE 8106 11/5/19 200 0 100 200 400 DRAWN BY CHECKED BY JBG RWF

PROJECT MANAGER ( IN FEET ) RWF HORZ: 1 inch = 200 ft. CSP-101 CALL BLUESTAKES

R @ 811 AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY Know what's below. Callbefore you dig. CONSTRUCTION. E N S I G N THE STANDARD IN ENGINEERING BENCHMARK

SOUTH QUARTER CORNER SECTION 32 SALT LAKE CITY TOWNSHIP 1 SOUTH, RANGE 2 WEST 45 W. 10000 S., Suite 500 SALT LAKE BASE & MERIDIAN Sandy, UT 84070 ELEVATION = 4492.27 Phone: 801.255.0529

LAYTON

Phone: 801.547.1100

g tv TOOELE

g Phone: 435.843.3590

tv CEDAR CITY g

WV D

H Y Phone: 435.865.1453 tv

g x RICHFIELD g

tv g x Phone: 435.896.2983

g x

x COMMCOMM

x x g

WV x

WV WV

WV x g g x

IRR COMM

x WWW.ENSIGNENG.COM

COMMCOMM WM IRR

IRR

W D

x H Y

x x

x FOR:

COMM

x DR HORTON

IRR x

IRR 12351 SO. GATEWAY PARK PLACE x x fo x DRAPER, UTAH 84020

IRR IRR x x x 8400 WEST CONTACT:

W WM CM fo

x x ADAM LOSER

COMM x fo

x fo fo x PHONE: (801) 404-8368 x

IRR x

fo x fo x x

x x x

x x

x x x x

x x

x x sd x x x x x

x x

x x DENVER & RIO GRANDE WESTERN RAILROAD

x x sd

x x OPEN SPACE "C" x x x x x x x x x x x x x AREA = 36,789 S.F. USE: RECREATIONAL x

x AREA sd OPEN SPACE "E" x AREA = 249,102 S.F. x USE: RECREATIONAL x

RAILROAD CO

DENVER & RIO GRANDE AREA/HABITAT ENHANCEMENT x sd

x x

x OPEN SPACE "D" x H

Y D

AREA = 54,911 S.F. x

USE: COMMON AREA x x

(CLUBHOUSE) x x

x H Y D

x x

OPEN SPACE "F" WM

x x

AREA = 15,247 S.F. OPEN SPACE "G" x x 4100 S 8400 W H MAGNA, UTAH Y D

x x USE: RECREATIONAL AREA AREA = 167,824 S.F. x OPEN SPACE "B" x TRAFFIC 4100 SOUTH

USE: RECREATIONAL AREA D

x x

AREA = 218,650 S.F. ANDERSON PROPERTIES, INC D x USE: MUNICIPAL SETTLING POND TRAFFIC

Y D

x x

WV (HABITAT ENCHANCEMENT) 93°' sd

x WV

WV D

x x

x MAGNA x

WATER x x COMPANY

x x GATEWAY TO LITTLE VALLEY ROADWAY INFRASTRUCTURE

x x OPEN SPACE "A" x

x x AREA = 31,430 S.F. x USE: RECREATIONAL AREA

OPEN SPACE "H"

AREA = 255,545 S.F. DISTRICT GRANITE SCHOOL x x USE: SLOPE/GRADING PARCEL x

x x

x KENNECOTTCOPPER UTAH CORP sd

x x

COMMUNITY STRUCTURE PLAN - OPEN SPACE AND TOPOGRAPHY

PROJECT NUMBER PRINT DATE HORIZONTAL GRAPHIC SCALE 8106 10/23/19 200 0 100 200 400 DRAWN BY CHECKED BY JBG RWF

PROJECT MANAGER ( IN FEET ) RWF HORZ: 1 inch = 200 ft. CSP-102 CALL BLUESTAKES

R @ 811 AT LEAST 48 HOURS PRIOR TO THE PLANNED COMMUNITY AND LAND USE PLAN COMMENCEMENT OF ANY LAND USE TABLE Know what's below. Callbefore you dig. CONSTRUCTION. DESCRIPTION AREA (SF) DWELLING UNITS (UNITS) E N S I G N THE STANDARD IN ENGINEERING BENCHMARK DISTRICT: NEIGHBORHOOD (4-8 DWELLING UNITS/AC)

TOTAL 4,491,266 (103.11) 332 LAYTON Phone: 801.547.1100

tv DISTRICT: VILLAGE (9-20 DWELLING UNITS/AC)

g TOOELE FRONT LOADED TOWNHOMES 1,589,992 (36.5 AC) 478 Phone: 435.843.3590

CM ALLEY LOADED TOWNHOMES 1,070,805 (24.58 AC) 281 CEDAR CITY

WV D H Y tv Phone: 435.865.1453

g TOTAL 2,660,797 (61.08 AC) 759 RICHFIELD

DISTRICT: TOWN CENTER (20+ DWELLING UNITS/AC) Phone: 435.896.2983

x E-165 WV

x H Y D

WV COMMCOMM E-164 x APARTMENTS 552,754 (12.69 AC) 260 E-163

WM WM E-162 IR g

E-161 WV

E-166 WM WM

WV E-167

WV WV

WV WV 218,650 (5.02 AC) WV MUNICIPAL USE N/A

E-160 WV E-168 WM

WV E-169 E-159 x E-170 WM

E-171 WM IRR

WM E-158

x COMM WWW.ENSIGNENG.COM

E-172 WMWM E

E-157

E-173 FO

WM 771,404 (17.71 AC) COMM WM COMM IRR TOTAL 260

WM WM

IRR WM WM WM E-156 WV

W D E-174 H Y

WV E-175 WM E-155

E-147 WM

E-176 WM WM WM

WM E-154 FOR: E-148 x E-177 COMM

WM E-149

E-178 WM E-139

WM WV

E-179 WM x E-140 E-150 WV DR HORTON

WM WM IRR E-180 IRR EFO WV E-151 E-181 E-141

x WM E-182 12351 SO. GATEWAY PARK PLACE WM E-152 E-183 E-142

E-184 WV D-197

WMWM E-143 E-153 1,906,289 (43.76 AC)

E-185 TOTAL OPEN SPACE* N/A x D-198 DRAPER, UTAH 84020

IRR E-186 E-131 WV WMWM G E-144 E-187 D-199

IRR WM

E-132 WM WM D-200 WM E-145

E-188 8400 WEST CONTACT: E-122

WV E E-133 D-201

x FO W WM E-189 WMWM E-146 WM CM E-123 WM

H Y E-190 D WV E-134 D-202 TOTAL SITE 7,923,467 (181.90 AC) N/A

E-191 E-124 ADAM LOSER D-126 WM WM WM H D-203 Y E-135 D E COMM

x E-192 FO x

fo WV D-125 E-125 D-204

E-193 E

WM E-136 WM WM WM D-124 FO PHONE: D-205 (801) 404-8368 E-112 E-126 E-194 E-137 D-123 WV E-195 WV D-206

IRR WM E-113 WM

E-196 WM D-122 WM

E-138 D-127 D-207

E-197 E-127 GWV D-121 x E-114 E-198 E-101 D-208 *NOTE: ASSUMES NO CREDIT FOR OPENSPACE ON HIGH SCHOOL SITE.

D-128

WM WM E-199 WM WM x WM D-120 E-128 D-209 fo E-200 E-102 E-115 D-129 D-119 E-201 WMWM

E-129 G D-130

E-116 WM

E-103 G WM D-210 WM WM E-202 WM D-131 x x WM E-130 D-118 WM WM E-117 D-211

E-203 EWV E-104 D-132

WM D-117 WMFO E-204 G D-212

D-133 WM x E-205 H-111 E-105 E D-116 WM E-118 D-213 E-206 WM D-134 WM WM FO D-115 WM D-196 E-106 E

E-207 FO

E-119 D-114 WM D-195 WM H-110 D-136

F-128 WMWM E-107 WV WM WM

D-113 WV F-127 G D-194 E-120 D-137 F-126 WM

WM D-112

WMWM D-193 x

F-125 H-112 D-138

F-124 H-109 E E-108 E-121

H D-111 D WV x FO D-192 F-123 WM D-139 G D-181

F-122 WV E-109 D-191 F-121 WM E WM D-110 D-140 D-182 D-214

FO H-108 WM D-190

WM WM D-141

WM WM E-110 D-183 D-215 D

WM F-120 D-109 Y H

WV F-119 H-132 H-113 D-189 WM

D-142 D-184 WV D-216 WMWM D-108 F-118 G E-111

D-143 D-185 D-217 F-117 WM H-107 D-107 WM

WM WM WM WM F-116 WV G D-106 D-186 WMWM

x F-115 G D-144

H-131 WM F-114 WV

H-114 WV D-105 D-187 WM F-113 WV WM x

WMWM H-106 D-145 D-180 H-133 WM

F-112 WM D-188 F-111 E D-146 D-179 FO D-286

F-110 WM D-104 WM WV

WM E WV WM F-109 F-108 FO D-103 D-147 D-178 D-285 WM H-105 H-130 H-116 D-218 F-107 H-115 D-148 E D-177

WMWM D-102 D-284

FO WM I-112 H-134 WM x D-149 D-219 F-106 WM x WM WV D-101 D-165 D-176 D-283 I-113 H-117 WM WV H-104 WMWM

F-105 WM D-166 D-175 D-220 D-282 WM

WM Y I-111

H D WV D-150 F-104 G H-129

D-281 I-114 D-167 D-174 D-221 WM

WM WM WMWM D-151 F-103 H-135 H-118 G E I-110 D-168 D-173 D-222 D-280 F-102 H-103 D-152 WV

x I-115 D-279

FO D-169 WM D-223 WM WMWM D-153 L-101 F-101 WM WM

WV I-138 D

DENVER & RIO GRANDE WESTERN RAILROAD I-109 Y WV H-128 H D-170

WV H-119 L-102 D-154 D-224 I-139 I-116 D-278

x H-136 D-171

WM H

L-103 WM Y

D-225 WM WV E H-102 WM I-137 D-164 WM D-277

x I-108 WM

D-172 L-104 FO I-140 G I-117 D-163 D-276

WV x G D-226

L-105 H-120 WV

H-127

WM I-165 I-136 WM E

L-106 I-107 D-162 D-275

x D-227 WM FO

x E

I-141 H-137 FO H-101

WV I-118 L-107 x x WM WM D-161 WM

WV D-228 D-274 L-108

I-164 I-135 I-106 G

D-160 WM

L-109 WM D-229 C-7

I-166 I-142 H-121 D-273

WMWM I-119 E WM

E WM FO WM D-159 FO D-230 WV D-272 WMWM I-163 I-134 I-105 I-189

WV D-158 D-231 WMWM I-143

WV I-167

D I-120 D-271

Y WM

H WM WV G WM H-122 WV D-232 WMWM I-162 I-133

I-188 WM H126 E G WM swv D-233

I-168 I-144 D-270

FO WM

H-138 WM

WM WM WMWM WM WM D-269 I-161 I-104 D-155

x I-187 D-234 WV

WM I-169 I-121

K-101 D-268 WM

D-156 WM

WV WM D-235 WM

G I-132 FO G K-102 I-160 I-103 H-125 E D-267

I-186 WM I-145 D-157 D-236 WM FO WM

K-103 I-170 I-122 H-139 G-197 D-266 WM

D-237 WM

I-131 WM G

K-104 WM

I-102 G-196 WM D-265

WV D

Y I-185 H I-146 K-105 D-238 WM WM

E I-123 G-195

D-264 C-9

K-106 H-124 WM FO

FO D-239 I-130 G

M-145 M-146 M-148 I-159 G-194

I-101 WM

M-147 WM D-263

K-107 H-140 WM E I-147

WM I-171 G-193 WV

I-124 WM

M-144 FO D-240 I-129 I-158 x

WM D-241 D-262

I-184 WM

WM G-192 WM

I-148 WV

I-172 G-148 WM

H-123 WM D-242 WM G

K-108 G-191 D-261 WM E WV G-149

I-128 D-243 WM I-157 G H-141

I-183 G-190

WM D-260

E WM

FO WM I-149 WM

FOE WV G-150 WV D-244

G I-173 G-189 M-143 FO C-6

K-109 WM G D-259 E D-245 WM

G-188 G-151 WM

I-127 WM FO

I-156 WM

K-148 I-182 WM WM

WM WV D-246 D-258

RAILROAD CO I-150 G-152 G-187

K-149 I-174 WMWM WM WV E WM

K-110 E D-217 WM WM

K-150 WM G-186 D-257

I-126 WM DENVER & RIO GRANDE FO K-151 E I-155 FO

FOE I-181 G-185 G-153 FO WM

K-152 D-256 C-8

I-151 WM M-142 WM G WM K-153 I-175 WM WM WV G-184 G-154 WM

K-154 K-147 K-111 WM

WM G WM

I-125 G-183 G-155

I-154 WM

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M-129 WM G-179 M-128 WM D-252

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M-126 D WM M-119 Y WM O-112A M-125 M-121 M-120 M-167 M-185 G H G-114 M-124 M-123 M-122

M-137 G K-121 M-118 M-195 M-159 WM WMWM H WV J-108 G-115 Y M-117 M-166 M-184 K-141 D J-109 G-116 E WM WM

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N-157 N-136 E

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FO B-205 B-183 FO

N-108 E B-121

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G G B-208 B-180

N-141 G B-118

B-169 B-179 x N-134 B-209 B-157 N-148 WM WM B-178 B-170 N-153 N-109 B-210 B-158 B-177 N-142 B-211 B-159 N-133 N-154 B-167

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WV E D Y H B-166 N-147 FO E N-111 B-161 N-151 B-109 B-110 B-111 B-213 B-175 B-112 B-113 B-114 B-115 B-116 B-117 B-165 N-132 FOE

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B-156 B-164 WV N-131 B-172 B-155 N-149 B-171 FOE B-154

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WM E FO

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G B-106

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WM B-105 B-143 G N-145 B-104 WM

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N-122 G A-118 A-120 A-121 A-122 A-123 A-124 A-125 A-126 A-127 WM A-128 WM A-140 A-129 A-130 A-141 A-142 A-143 A-144

A-117 N-123

A-116 WV WV

WM WV WM WV

N-124 A-115

WM WM WM WM A-114

WM x

N-125 x WM A-156 KENNECOTT UTAH WM A-163 COPPER CORP

WM WM WM A-155 A-113 A-162

A-164 A-165 A-166 A-167 WM A-112 WM A-154 A-161

WM WM

WM WV D Y A-153 H A-111 A-160

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A-102 A-146

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H Y D

P-C ZONE LAND USE PLAN

PROJECT NUMBER PRINT DATE HORIZONTAL GRAPHIC SCALE 8106 10/24/19 200 0 100 200 400 DRAWN BY CHECKED BY JBG RWF

PROJECT MANAGER ( IN FEET ) RWF HORZ: 1 inch = 200 ft. PC-100 1. ROCKY MOUNTAINPOWERNOTES: 2. Dominion EnergyUtah-Note: information pleasecontactDominionEnergyUtah'sRight-of-WayDepartmentat801-366-8532. underground facilities.Nothinghereinshallbeconstructedtowarrantorverifythepreciselocationofsuchitems. location, boundaries,courseanddimensionsoftheRights-of-WayEasementGrantsexisting and doesnotconstituteaguaranteeofparticulartermsorconditionsnaturalgasservice.forfurther acknowledgment ofanytermscontainedintheplat,includingthosesetOwnersDedicationorNotes, contains publicutilityeasements;however,DominionEnergyUtahmayrequireadditionaleasementsinorderto and easementgrant(s).DominionEnergyUtahalsoapprovesthisplatforthepurposeofconfirmingthat Questar GasCompanydbaDominionEnergyUtah,approvesthisplatforthepurposeofapproximating obligations orliabilitiesprovidedbylawequity.Thisapprovaldoesnotconstituteacceptance, serve thisdevelopment.Thisapprovaldoesnotconstituteabrogationorwaiverofanyotherexistingrights, The Rights-of-Wayandeasementsaresubjecttonumerousrestrictionsappearingontherecordedright-of-way E NSIG CURVE DATE SIGNED COMCAST DOMINION GASUTAH ROCKY MOUNTAINPOWER CENTURYLINK PC43 PC42 PC40 PC39 PC38 PC37 PC36 PC35 PC34 PC33 PC32 PC30 PC29 PC28 PC27 PC26 PC25 PC24 PC23 PC22 PC20 PC19 PC18 PC17 PC16 PC15 PC14 PC13 PC12 PC10 PC41 PC31 PC21 PC11 PC8 PC7 PC6 PC5 PC3 PC4 PC2 PC1 FOR THEPURPOSEOFCONFIRMINGTHATPLATCONTAINSPUBLICUTILITY DOES NOTWARRANTTHEIRPRECISELOCATION.ROCKYMOUNTAINPOWERMAYREQUIRE EASEMENTS ANDAPPROXIMATESTHELOCATIONOFPUBLICUTILITYEASEMENTS,BUT DELIVERY OFTHEPU&DEASDESCRIBEDINTHISPLATANDAPPROVESSOLELY PURSUANT TOUTAHCODEANN.§17-27A-603(4)(C)(II)ROCKYMOUNTAINPOWERACCEPTS RIGHTS ANDDUTIESDESCRIBEDTHEREIN. PURSUANT TOUTAHCODEANN.§54-3-27THISPLATCONVEYSTHEOWNER(S)OR OTHER EASEMENTSINORDERTOSERVETHISDEVELOPMENT.APPROVALDOESNOT OPERATORS OFUTILITYFACILITIESAPUBLICEASEMENTALONGWITHALLTHE AFFECT ANYRIGHTTHATROCKYMOUNTAINPOWERHASUNDER:

ENSIGN ENG.

LAND SURV. 2.4. 2.3. 2.2. 2.1. LEGEND FLOOD CONTROL&ENGINEERING 1940.00' RADIUS TITLE 54,CHAPTER8A,DAMAGETOUNDERGROUNDUTILITYFACILITIESOR THE LAWAPPLICABLETOPRESCRIPTIVERIGHTS 7928.48' 7978.48' 2010.00' ANY OTHERPROVISIONOFLAW. A RECORDEDEASEMENTORRIGHT-OFWAY 4454.70' 4504.70' 155.00' 175.00' 125.00' 125.00' 125.00' 175.00' 975.00' 560.00' 500.00' 205.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.01' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 80.00' 30.00' 30.00' 27.50' 23.50' 21.50' 23.50' LENGTH 1666.69' 125.06' 432.12' 411.88' 236.97' 295.70' 450.96' 437.54' 462.20' 19.63' 21.97' 23.56' 23.79' 39.08' 47.84' 23.43' 20.24' 39.32' 46.90' 24.46' 23.56' 23.56' 23.56' 37.00' 36.28' 23.56' 23.33' 23.56' 23.15' 23.83' 25.48' 23.95' 51.52' 34.17' 23.43' 28.33' 23.56' 23.56' 23.57' 23.56' 23.38' 23.57' EASEMENT APPROVAL CURVE TABLE 14°26'48" 15°39'42" 16°57'39" 12°51'18" 12°55'21" 14°23'58" 15°39'42" 83°54'52" 90°00'00" 90°52'12" 89°29'35" 89°34'03" 89°34'03" 93°24'57" 90°00'00" 90°00'00" 90°00'00" 69°17'16" 90°00'00" 89°03'39" 33°53'06" 89°59'07" 88°24'31" 62°07'40" 91°28'37" 89°29'35" 90°00'00" 89°58'55" 90°01'06" 89°58'54" 52°19'16" 56°59'39" 90°01'05" 21°26'12" 24°14'41" 49°38'56" PLASTIC CAP,ORNAILSTAMPED 9°16'32" 3°07'22" 5°52'44" 9°16'32" 2°18'38" 2°57'28" "ENSIGN ENG.&LANDSURV." SET 5/8"REBARWITHYELLOW EASEMENT LINE BOUNDARY LINE PROPOSED STREETMONUMENT EXISTING STREETMONUMENT CENTER LINE SECTION LINE SECTION CORNER DELTA Fax: 801.255.4449 Phone: 801.255.0529 Sandy, UT.84070 SALT LAKECITY 45 W.10000S.,Suite500 WWW.ENSIGNENG.COM N78°34'44"E N8°22'42"W N7°14'29"E N55°18'55"W N10°05'10"W N81°37'18"E N8°22'42"W N81°37'18"E N4°21'16"W N30°05'20"W N55°55'46"W N65°09'26"W N58°57'15"E N60°25'34"E N85°20'39"W N44°58'55"W N45°00'33"E N44°59'27"W N63°50'22"W N61°30'11"E S59°51'09"W S7°50'56"W S29°04'01"E S85°20'39"E S69°59'16"E S58°06'51"E S55°23'52"E S81°22'48"W S81°22'48"W S44°53'52"E S81°37'18"W S60°44'58"E S1°11'08"W S58°40'08"W S83°33'16"E S83°31'14"E S31°19'16"E S7°13'04"W S7°50'56"W S77°46'01"E S45°00'48"W S44°59'27"E BEARING DATE DATE DATE DATE 1656.98' CHORD 112.71' 432.07' 411.83' 235.20' 291.41' 450.02' 436.62' 462.00' 18.96' 20.06' 21.21' 21.37' 38.98' 47.69' 21.12' 20.21' 39.32' 42.27' 21.84' 21.21' 21.21' 21.21' 36.87' 34.11' 21.21' 21.05' 21.21' 20.92' 23.09' 24.25' 21.48' 51.38' 34.06' 21.12' 28.30' 21.21' 21.21' 21.22' 21.21' 22.42' 21.22' RICHFIELD LAYTON Phone: 435.896.2983 Phone: 435.865.1453 CEDAR CITY TOOELE Phone: 435.843.3590 Phone:801.547.1100 DATE SIGNED CURVE C57 C56 C55 C54 C53 C52 C50 C49 C48 C47 C46 C45 C44 C51 PL10 LINE PL11 PL9 PL8 PL7 PL6 PL5 PL4 PL3 PL2 PL1 ADDRESS APPROVAL 1150.00' 1000.00' 1000.00' 1976.50' 1976.50' N89°58'55"W N89°58'54"W N89°59'29"W 7953.48' RADIUS 4479.70' 4479.70' 2839.50' LINE TABLE N90°00'00"E S89°58'55"E 180.00' 150.00' 150.00' 530.00' S0°01'06"W S0°01'06"W S0°01'05"W N0°01'05"E N1°47'14"E N0°01'06"E 55.00' BEARING 12351 S.GATEWAYPARKPLACE DATE : DRAWN BY: MANAGER : PROJECT NUMBER: CHECKED BY: LENGTH 1176.76' 1061.09' 313.44' 636.53' 499.28' 433.48' 487.11' 19.58' 85.98' 36.98' 45.39' 41.00' 24.28' 20.75' SHEET DRAPER, UTAH84020 CURVE TABLE 11/5/19 LENGTH 187.39' 247.36' 17.79' 82.79' 50.03' 50.00' 71.00' 79.07' 66.77' 8.98' 4.01' (801) 404-8368 DEVELOPER DR HORTON RQE KFW 14°26'48" 15°39'42" 15°03'03" 14°07'14" 33°53'06" 31°42'49" 89°34'03" 21°24'39" 1°11'19" 1°07'19" 1°04'19" 9°16'32" 6°23'09" 3°07'22" DELTA PMH KENNECOTT UTAHCOPPERLLC 1 OF 8106 N30°19'18"E N7°14'29"E S60°44'58"E S7°50'56"W S85°20'39"E S77°30'48"E S66°47'42"E S58°40'31"E S57°31'12"E S55°23'52"E S81°22'48"W S64°05'01"E S75°19'31"E S82°55'17"E BEARING 14-31-400-005 . DRAWING No. . DATE: 1173.38' 1054.93' CHORD 308.90' 628.44' 499.03' 433.43' 485.88' SURVEY RECORDINGDATA 19.58' 77.49' 45.27' 40.87' 24.26' 20.75' 36.98' DATE SIGNED UNIFIED FIREAUTHORITYAPPROVAL N 44°35'40"E 50.44' KENNECOTT UTAHCOPPERLLC KENNECOTT UTAHCOPPERLLC S 53°22'42"E PC25 NORTH50.44'SOUTHEASTWEST PC26 14-31-400-006-0000 CENTER OFTRACKS 14-31-400-007 13.60' PC27 NORTH13.60'SOUTHEASTWEST LOT WIDTH: SIDE YARD: ZONE: L=151.55' R=50.00 D=173°40'03" C=99.85' CB=N 56°32'40"W DATE SIGNATURE CHECKED FORZONINGCOMPLIANCE N 36°37'18"E 10' PUE, TYP N 36°37'18" E 563.45' S 36°37'18"N 36°37'18" W 643.20'E 651.95'

MCELROY ROAD

(PUBLIC STREET) PC28 70.00' NORTH 651.95'SOUTHEASTWEST GATEWAY TOLITTLEVALLEYROADDEDICATIONPLAT NORTH 563.45'SOUTHEASTWEST

NORTH 643.20'SOUTHEASTWEST NORTH70.00'SOUTHEASTWEST REAR YARD: LOT AREA: FRONTYARD: N 56°41'04"W

30 31 31 6

N 53°22'42" W 338.71' W 53°22'42" N

BINGHAM & GARFIELD RAILROAD GARFIELD & BINGHAM PC24 5 895.56' E 53°22'42" S 29 32 32 50.08' N 36°35'46"E NORTH 895.56'SOUTHEASTWEST NORTH 338.71'SOUTHEASTWEST KENNECOTT UTAH

10' PUE, TYP NORTH50.08'SOUTHEASTWEST 14-32-152-001 COPPER LLC N 36°35'46" E 158.29' PC29 KENNECOTT UTAHCOPPERLLC

N 53°22'42" W 935.56' W 53°22'42" N 161.15'

N 36°35'46" E N 53°22'42" W 855.56' W 53°22'42" N NORTH161.15'SOUTHEASTWEST 14-32-300-011-4003 NORTH158.29'SOUTHEASTWEST COMMISSION. 20 APPROVED THIS

159.72'NORTH159.72'SOUTHEASTWEST CHAIR, MAGNAMETRO TOWNSHIPPLANNINGCOMMISSION LOCATED INTHE

GRANITE SCHOOLDISTRICT PC33

C47 TOWNSHIP KENNECOTT UTAHCOPPERLLC NORTH 935.56'SOUTHEASTWEST

KAYENTA DRIVE

(PUBLIC STREET)

, BYTHEMAGNAMETROTOWNSHIP PLANNING

N 53°22'42" W 516.85' W 53°22'42" N S 53°22'42" E 895.56' E NORTH 855.56'SOUTHEASTWEST 53°22'42" S PC32 80.00'

14-32-300-010 N 36°37'18" E 770.89'

PC42 PLANNING COMMISSION

PC31 DENVER & RIO GRANDE WESTERN GRANDE RIO & DENVER MAGNA METROTOWNSHIP,SALTLAKECOUNTY,UTAH

20-06-200-001 N 36°37'18" E 777.35' NORTH 895.56'SOUTHEASTWEST

S 36°37'18" WNORTH 770.89'SOUTHEASTWEST 865.13' 1 AND SOUTHEASTQUARTEROFSECTION31 NORTH 516.85'SOUTHEASTWEST NORTHWESTANDSOUTHWEST DAYOF SOUTH,RANGE NORTH 777.35'SOUTHEASTWEST

NORTH 865.13'SOUTHEASTWEST PC30 PC34

10' PUE, TYP C48

CORDERO DRIVE 14-32-501-001

(PUBLIC STREET)

GALATIA ROAD

(PUBLIC STREET) 2 C49 WEST,SALTLAKEBASE&MERIDIAN

BECKVILLE DRIVE PC43 , PC35 C50

(PUBLIC STREET) KENNECOTT UTAHCOPPERLLC CB=N 64°00'38"W 20 APPROVED THIS SALT LAKECOUNTY HEALTHDEPARTMENT

SALT LAKECOUNTHEALTHDEPARTMENT 14-32-300-011-4001 QUARTER OFSECTION D=21°15'51" C=1060.15' L=1066.26' R=2873.00 , N 46°10'42" E KENNECOTT UTAHCOPPERLLC

CB=S 66°38'19"E

L=1043.70' R=2803.00 D=21°20'03" C=1037.68' CB=S 64°02'43"E

N 43°48'25" W 533.47' W 43°48'25" N

335.62' C46 14-32-300-011-4001 COTTAGES ATELK

S 46°10'42" W 305.63' RUN PHASE2PUD D=14°20'58" NORTH335.62'SOUTHEASTWEST

C=1125.24'

L=1128.19' R=4504.70 DAYOF 503.48' W 43°48'25" N

10' PUE, TYP

S 43°48'25" E 458.49' E 43°48'25" S S 46°10'42"NORTHSOUTHEASTWEST 305.63'305.63' 305.63' W CB=N 30°19'19"E

C51 NORTH 533.47'SOUTHEASTWEST PC36 NORTH260.64'SOUTHEASTWEST

NORTH 503.48'SOUTHEASTWEST 260.64' PC20 D=31°42'49" 32 NORTH 458.49'SOUTHEASTWEST R=1120.00 LOT 60 C=612.05' L=619.93' , N 14°27'52"E PC22 KENNECOTT UTAHCOPPERLLC 20-05-300-005-4002 LOT 59

10' PUE, TYP

10' PUE, TYP 149.69' LOT 58

CLOUD PEAK DRIVE S 15°40'47"W KENNECOTT UTAHCOPPERLLC PC23

C56 LOT 57 ,

HALLSVILLE DRIVE

(PUBLIC STREET) S 0°01'05"W

CLOUD PEAK DRIVE (PUBLIC STREET) NORTH149.69'SOUTHEASTWEST C57 PC41

(PUBLIC STREET) 20-05-300-005-4001

10' PUE, TYP LOT 56 PLAN REVIEWSECTION MANAGERDATE LOT 55 16.53' INFORMATION ONFILEINTHISOFFICE. I HEREBYCERTIFYTHATTHISOFFICE HASEXAMINED THIS PLATANDITISCORRECTIN ACCORDANCEWITH KENNECOTT UTAHCOPPERLLC 284.75' PC39 L=653.14' R=1180.00 D=31°42'49" C=644.83' CB=S 30°19'18"W PC38

N 89°40'50" W 89°40'50" N S 14°27'52" W

PC21 C45 NORTH197.94'SOUTHEASTWEST PC40

197.94' NORTH16.53'SOUTHEASTWEST 250.79' 14-32-300-011-4001

NORTH284.75'SOUTHEASTWEST

MAGNA WATERCOMPANY S 14°25'03" W 567.23' S 77°41'31" E 77°41'31" S NORTH250.79'SOUTHEASTWEST NORTH 567.23'SOUTHEASTWEST

C54 151.54' S 14°25'03" W 618.93' C55 PLAN CHECK 150.19' S 14°27'52"W NORTH150.19'SOUTHEASTWEST PC19 S 14°25'03"NORTH 618.93'SOUTHEASTWEST W 566.96' NORTH151.54'SOUTHEASTWEST NORTH 566.96'SOUTHEASTWEST PC14

NORTHSOUTH 284.75' EAST 284.75'WEST 14-32-300-002 S 0°01'05" W 284.75'

C44 PC13 PC15

10' PUE, TYP PC18 N 15°40'47"E 56.35' NORTH56.35'SOUTHEASTWEST PC11 16.53' S 15°40'47"W NORTH16.53'SOUTHEASTWEST PC12 S 0°01'05"W 284.75' NORTH284.75'SOUTHEASTWEST

KENNECOTT UTAHCOPPERLLC PC10 SUNSET VISTA,LLC 14-32-176-009-000 14-32-300-011-4001

LOVERIDGE DRIVE C52

BOWIE DRIVE

(PUBLIC STREET) 20 APPROVED THIS S 89°58'55"E N 89°58'54"W372.93'

(PUBLIC STREET) S 89°58'54"E373.12' PL10 BEGINNING MAGNA METROTOWNSHIP ATTORNEY

PC8

POINT OF S 89°58'54" E 393.89' E 89°58'54" S PC37 57.79' PC7 PC6 PL8 PL11 C53 PC5 , PL7 ANDERSON PROPERTIES, INC NORTH57.79'SOUTHEASTWEST NORTH 372.93'SOUTHEASTWEST NORTH 373.12'SOUTHEASTWEST APPROVAL ASTOFORM 14-32-300-003 NORTH 393.89'SOUTHEASTWEST PL9 172.48' PC17 WEST PC16 NORTH 267.37'SOUTHEASTWEST DAYOF N 0°01'05" E 267.37' PL6 126.46' PL2 PL4 EAST PL5 PL1 PC4 PC1 NORTH126.46'SOUTHEASTWEST

32 29

PC3 PL3 PC2 2406.23' 233.00' NORTH 2640.00'

NORTHSOUTHEASTWEST 2639.22'2639.22' 2639.22' 32 29 SLB&M SECTION 32 SOUTH QUARTERCORNER T1S,R2W SLB&M SECTION 32 CENTER OFSECTION BASIS OF BEARING S 0°01'06" W 2639.22' T1S,R2W 92.21' S 0°01'06"W

8400 WEST(U-111) NORTH92.21'SOUTHEASTWEST DANBURY DRIVE DANBURY 200 , PRESENTED TOTHEMAGNAMETRO TOWNSHIPMAYORTHIS TIME THISSUBDIVISIONWASAPPROVED ANDACCEPTED. MAGNA METROTOWNSHIPMAYORAPPROVAL SITE MAGNA METROTOWNSHIP MAYOR HORIZONTAL GRAPHICSCALE

DAY OF

ALPHA DRIVE ALPHA BETA DRIVE BETA 0 HORZ: 1inch=ft.

( INFEET) U-111 VICINITY MAP 8400 WEST NOT TOSCALE 100 3100 SOUTH 200

200 8000 WEST A.D.,20 3500 SOUTH 4100 SOUTH , ATWHICH 400

7200 WEST County of a UtahCorporation,andthatwithintheOwnersDedicationwassignedinbehalfofsaidCorporationbyauthorityitsbylawshe STATE OFUTAH MY COMMISSIONEXPIRES: acknowledged tomethatsaid the signerofforegoinginstrument,whodulyacknowledgedtomethatheis On the 1,125.24 feetwithacentralangleof14°20'58");thenceSouthwesterly21.97alongthearc15.00footradiuscurvetoleft(centerbears 1,128.19 feetalongthearcofa4,504.70footradiuscurvetoright(centerbearsNorth16°11'12"Eastandchord66°38'19"West 13.60 feet;thenceNortheasterly23.56feetalongthearcofa15.00footradiuscurvetoleft(centerbearsNorth36°37'18"Eastandchord 1,940.00 footradiuscurvetotheleft(centerbearsNorth12°56'26"EastandchordSouth83°31'14"436.62feetwithacentralangle 14°25'03" West566.96feet;thenceSoutheasterly23.95feetalongthearcofa15.00footradiuscurvetoleft(centerbearsSouth75°34'57" East andthechordbearsSouth55°23'52"432.07feetwithacentralangleof03°07'22");thenceSoutheasterly39.32alongarc East andthechordbearsNorth59°51'09"21.37feetwithacentralangleof90°52'12");thence14°25'03"567.23feet; East andthechordbearsSouth31°19'16"21.48feetwithacentralangleof91°28'37");thenceSoutheasterly437.54alongarc radius curvetotheleft(centerbearsNorth09°17'37"EastandchordSouth85°20'39"20.21feetwithacentralangleof09°16'32"); Northwesterly 411.88feetalongthearcofa7,978.48footradiuscurvetoright(centerbearsNorth33°12'21"Eastandchord bears South08°22'42"East21.21feetwithacentralangleof90°00'00");thenceNorth53°22'42"West80.00feet;Northeasterly23.56 Northeasterly 39.08feetalongthearcofa155.00footradiuscurvetoleft(centerbearsNorth75°32'07"Westandchord bears North81°37'18"East21.21feetwithacentralangleof90°00'00");thence36°37'18"563.45feet;Northwesterly23.56 bears North53°34'57"EastandthechordSouth44°53'52"36.87feetwithacentralangleof16°57'39");thence53°22'42" North 14°27'52"East149.69feet;thenceNorthwesterly23.33feetalongthearcofa15.01footradiuscurvetoleft(centerbears75°33'31" North 43°48'25"West533.47feet;thence46°10'42"East335.62Northeasterly619.93feetalongthearcofa1,120.00footradius Northwesterly 23.83feetalongthearcofa27.50radiuscurvetoleft(centerbearsSouth49°40'02"WestandchordNorth Line of8400WestStreet;thenceSouth00°01'06"92.21feetalongtheWesterlyRight-of-Waysaid bears North00°01'06"Eastandthechord58°57'15"24.25feetwithacentralangleof62°07'40")toWesterlyRight-of-Way right (centerbearsNorth89°58'55"WestandthechordSouth07°13'04"51.38feetwithacentralangleof14°23'58");thence North 85°20'39"West28.30feetwithacentralangleof09°16'32");thenceNorthwesterly462.20alongthearc4,504.70footradiuscurveto Northwesterly 23.57feetalongthearcofa15.00footradiuscurvetoleft(centerbearsNorth89°58'54"Westandchord Northwesterly 19.63feetalongthearcofa21.50footradiuscurvetoleft(centerbearsSouth52°19'16"WestandchordNorth Beginning atapointbeingSouth00''01'06"West233.00feetalongthesectionlineand172.48fromCenterSectionofsaid32, Range 2West,SaltLakeBaseandMeridian,beingmoreparticularlydescribedasfollows: Contains 598,695SquareFeetor13.734Acres (center bearsSouth36°09'49"Westandthechord81°22'48"42.27feetwithacentralangleof89°34'03");thence 777.35 feet;thenceSoutheasterly23.56feetalongthearcofa15.00footradiuscurvetoleft(centerbearsSouth53°22'42"Eastandchord South 30°32'10"Westandthechordbears78°34'44"20.06feetwithacentralangleof83°54'52");thence36°37'18" (center bearsNorth74°19'13"Westandthechord29°04'01"21.12feetwithacentralangleof89°29'35");thenceNorthwesterly (center bearsSouth36°37'18"Westandthechord81°37'18"21.21feetwithacentralangleof90°00'00");thence 77°41'31" East151.54feet;thenceNorth89°40'50"West250.79Northwesterly236.97feetalongthearcofa560.00footradiuscurve left (centerbearsNorth46°11'35"EastandthechordSouth60°44'58"291.41feetwithacentralangleof33°53'06");thence Southwesterly 653.14feetalongthearcofa1,180.00footradiuscurvetoright(centerbearsNorth75°32'07"WestandchordSouth Southwesterly 23.43feetalongthearcofa15.00footradiuscurvetoleft(centerbearsSouth15°10'21"Westandchord (center bearsNorthandthechord61°30'11"East22.42feetwithacentralangleof56°59'39")toWesterlyRight-of-WayLine chord bearsSouth69°59'16"East1,656.98feetwithacentralangleof21°26'12");thenceSoutheasterly20.24alongthearc125.00foot 02°18'38"); thenceSoutheasterly1,666.69feetalongthearcofa4,454.70footradiuscurvetoleft(centerbearsNorth30°43'50"Eastand 975.00 footradiuscurvetotheleft(centerbearsNorth33°02'28"EastandchordSouth58°06'51"39.32feetwithacentralangleof a centralangleof89°34'03");thenceSoutheasterly432.12feetalongthearc7,928.48footradiuscurvetoleft(centerbearsNorth36°09'49" along thearcofa80.00footradiuscurvetoright(centerbearsSouth53°24'14"EastandchordNorth81°22'48"112.71feetwith 36°35'46" West158.29feet;thenceNorth56°41'04"50.08East161.15Northeasterly125.06feet 55°18'55" West411.83feetwithacentralangleof02°57'28");thenceSouthwesterly46.90alongthearc30.00footradiuscurvetoleft central angleof90°00'00");thenceNorth36°37'18"East770.89feet;Northwesterly24.46feetalongthearca15.00footradiuscurveto along thearcofa15.00footradiuscurvetoleft(centerbearsNorth36°37'18"Eastandchord81°37'18"21.21feetwith angle of15°39'42");thenceNorth15°40'47"East16.53feet;Northwesterly23.43feetalongthearca15.00footradiuscurvetoleft of a175.00footradiuscurvetotheright(centerbearsSouth89°58'55"EastandchordNorth07°50'56"47.69feetwithcentral 07°14'29" East38.98feetwithacentralangleof14°26'48");thenceNorth00°01'05"284.75feet;Northeasterly47.84alongthearc along thearcofa2,803.00footradiuscurvetoleft(centerbearsNorth36°37'18"EastandchordSouth64°02'43"1,037.68feet central angleof90°00'00");thenceNorth36°37'18"East70.00feet;South53°22'42"935.56Southeasterly1,043.70feet along thearcofa15.00footradiuscurvetoleft(centerbearsNorth53°22'42"Westandchord08°22'42"21.21feetwith 69°17'16"); thenceNorth44°35'40"East50.44feet;Southeasterly37.00feetalongthearcofa125.00footradiuscurvetoleft(center 30.00 footradiuscurvetotheleft(centerbearsNorth59°42'38"Westandchord04°21'16"34.11feetwithacentralangleof 36°37'18" West643.20feet;thenceNorthwesterly151.55feetalongthearcofa50.00footradiuscurvetoright(centerbearsNorth53°22'42" angle of21°15'51");thenceNorth53°22'42"West855.56feet;Southwesterly23.56feetalongthearca15.00footradiuscurvetoleft 2,873.00 footradiuscurvetotheright(centerbearsNorth15°21'27"Eastandchord64°00'38"West1,060.15feetwithacentral curve totheleft(centerbearsNorth43°49'16"Westandchord30°19'19"East612.05feetwithacentralangleof31°42'49");thence angle of89°59'07");thenceSouth43°48'25"East458.49feet;Southeasterly295.70feetalongthearca500.00footradiuscurveto arc ofa15.00footradiuscurvetotheleft(centerbearsSouth43°49'18"Eastandchord01°11'08"West21.21feetwithcentral 30°19'18" West644.83feetwithacentralangleof31°42'49");thenceSouth46°10'42"260.64feet;Southwesterly23.56alongthe central angleof12°51'18");thenceSouthwesterly23.15feetalongthearca15.00footradiuscurvetoleft(centerbearsSouth12°52'23" arc ofa2,010.00footradiuscurvetotheright(centerbearsNorth00°01'06"Eastandchord83°33'16"West450.02feetwith 65°09'26" West23.09feetwithacentralangleof49°38'56");thenceNorth89°58'54"372.93feet;Northwesterly450.96alongthe of 12°55'21");thenceSouth89°58'54"East373.12feet;Northeasterly25.48feetalongthearca23.50radiuscurvetoleft(center angle of15°39'42");thenceSouth00°01'05"West284.75feet;Southwesterly51.52feetalongthearca205.00footradiuscurveto arc ofa125.00footradiuscurvetotheleft(centerbearsSouth74°19'13"Eastandchord07°50'56"West34.06feetwithcentral 60°25'34" West21.12feetwithacentralangleof89°29'35");thenceSouth15°40'47"16.53feet;Southwesterly34.17alongthe 89°58'55" WestandthechordbearsNorth44°58'55"21.21feetwithacentralangleof90°00'00");thence17.79feet; of a15.00footradiuscurvetotheleft(centerbearsNorthandchord45°00'33"East21.21feetwithcentralangle89°58'55"); angle of89°59'25");thenceSouth00°01'06"West4.01feet;North89°58'54"50.00East8.98 arc ofa15.00footradiuscurvetotheleft(centerbearsSouth00°00'31"Westandchord45°00'48"21.21feetwithcentral 63°50'22" West18.96feetwithacentralangleof52°19'16");thenceNorth89°59'29"71.00feet;Southwesterly23.56alongthe 8400 WestStreet(SR-111);thenceSouth00°01'06"79.07feetalongtheWesterlyRight-of-WayLineofsaidStreet; thence South89°58'55"East82.79feettothepointofbeginning. the left(centerbearsNorth53°22'42"Westandchord10°05'10"21.84feetwithacentralangleof93°24'57");thence West andthechordbearsNorth56°32'40"99.85feetwithacentralangleof173°40'03");thenceNorthwesterly36.28alongarc West andthechordbearsNorth30°05'20"21.05feetwithacentralangleof89°03'39");thenceNorthwesterly1,066.26alongarc to theright(centerbearsNorth21°56'53"Eastandchord55°55'46"West235.20feetwithacentralangleof24°14'41");thence West andthechordbearsSouth58°40'08"20.92feetwithacentralangleof88°24'31");thence14°27'52"150.19feet; the right(centerbearsNorth09°17'37"Eastandchord77°46'01"West462.00feetwithacentralangleof05°52'44");thence thence Northwesterly28.33feetalongthearcofa175.00footradiuscurvetoright(centerbearsNorth00°01'05"Eastandchord thence North00°01'05"East187.39feet;Northwesterly23.56feetalongthearcofa15.00footradiuscurvetoleft(centerbears 44°59'27" West21.22feetwithacentralangleof90°01'06");thenceNorth01°47'14"East50.03feet;Northeasterly23.56alongthearc feet alongthearcofa15.00footradiuscurvetoleft(centerbearsSouth89°58'55"Eastandchord44°59'27"21.22 Township 1South,Range2West,SaltLakeBaseandMeridian;runningthenceSouth00°01'05"West247.36feet;Southeasterly23.57 with acentralangleof21°20'03");thenceNortheasterly23.79feetalongthearc15.00footradiuscurvetoleft(centerbearsNorth15°17'15" with acentralangleof90°01'05");thenceEast66.77feet;Northeasterly23.38feetalongthearc23.50footradiuscurvetoleft A parceloflandsituateintheSoutheastQuarterSection31andNorthwestSouthwest32,Township1South, Known allmenbythesepresentsthatI/we,theundersignedowner(s)ofabovedescribedtractland,havingcausedsametobe By: subdivided, hereafterknownasthe do herebydedicateforperpetualuseofthepublicallparcelslandshownonthisplatasintendedPublicuse.Owner(s)agree to warrantanddefendsavetheCityharmlessagainstanyeasementsorotherencumbranceonadedicatedstreetwhichwillinterfere In witnesswhereofI/wehavehereuntosetourhand(s)this with theCity'suse,maintenance,andoperationofstreet. GATEWAY TOLITTLEVALLEYROADDEDICATIONPLAT Owners, Ihavemadeasurveyofthetractlandshownonthisplatanddescribedbelow,subdividedsaidinto and arearequirementsoftheapplicablezoningordinances. the samehasbeencorrectlysurveyedandstakedongroundasshownthisplat.Ifurthercertifythatalllotsmeetfrontagewidth lots andstreets,hereaftertobeknownas No. I,

DATE NOTARY PUBLIC LOCATED INTHE GATEWAY TOLITTLEVALLEY Salt Lake DATE: TIME: BOOK:PAGE: REQUEST OF: STATE OFUTAH,COUNTYSALT LAKE,RECORDEDANDFILEDATTHE RECORDED # TOWNSHIP PATRICK M.HARRIS dayof FEE$ ROAD DEDICATION PLAT 286882

MAGNA METROTOWNSHIP,SALTLAKECOUNTY, UTAH }S.S.

1 AND SOUTHEASTQUARTEROFSECTION31 NORTHWESTANDSOUTHWEST SOUTH,RANGE CORPORATE ACKNOWLEDGMENT

BOUNDARY DESCRIPTION as prescribedunderlawsoftheStateUtah.Ifurthercertifythatbyauthority SURVEYOR'S CERTIFICATE OWNER'S DEDICATION executedthesame. doherebycertifythatIamaLicensedLandSurveyor,andholdCertificate A.D.,20 GATEWAY TOLITTLEVALLEYROADDEDICATIONPLAT RESIDINGIN P.L.S. 286882 PATRICK M.HARRIS

DEPUTY SALTLAKE COUNTYRECORDER 2

WEST,SALTLAKEBASE&MERIDIAN . , personallyappearedbeforeme day of

QUARTER OFSECTION

PRO S F

, of T S A PATRICK M. I O

No. 286882 T N

HARRIS

E A

O L COUNTY.

F A N A.D., 20

U D

T S

A U R

H V

Y O 32 R

, andthat , .

, , 3.5" ASPHALTIC CONCRETE 3" ASPHALTIC CONCRETE PER SPECIFICATIONS, DM-1/2 PER SPECIFICATIONS, DM-1/2 (NO MORE THAN 15% RAP IN (NO MORE THAN 15% RAP IN 70'-0" ASPHALT MIXTURE) ASPHALT MIXTURE) 26'-0" E N S I G N THE STANDARD IN ENGINEERING

℄ 6'-0" ℄ 2'-6" 6'-0" 2'-6" 5'-0" 4'-0" 1'-0" 2'-0" 11'-0" 11'-0" 2'-0" 1'-0" 6'-0" 6'-0" 12'-0" 12'-0" 6'-0" SALT LAKE CITY 45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529

LAYTON Phone: 801.547.1100 TOOELE TYPE "A" CURB AND GUTTER PROPERLY PREPARED SUBGRADE OR PROPERLY PREPARED SUBGRADE OR 24" TYPE "F" CURB AND GUTTER Phone: 435.843.3590 PER APWA STANDARD PLAN SIDEWALK PER APWA FILL COMPACTED PER GEOTECHNICAL FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN NO. 205.2 AND SPECIFICATIONS STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS 12" UNTREATED BASE COURSE COMPACTED PER REPORT AND SPECIFICATIONS 8" UNTREATED BASE COURSE COMPACTED PER NO. 205.2 AND SPECIFICATIONS CEDAR CITY AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS Phone: 435.865.1453 RICHFIELD Phone: 435.896.2983

70' ROW ROAD CROSS SECTION 26' ROW ROAD CROSS SECTION WWW.ENSIGNENG.COM 1 SCALE:NONE 2 SCALE:NONE FOR: DR HORTON 12351 SO. GATEWAY PARK PLACE 3.5" ASPHALTIC CONCRETE 3" ASPHALTIC CONCRETE DRAPER, UTAH 84020 PER SPECIFICATIONS, DM-1/2 PER SPECIFICATIONS, DM-1/2 CONTACT: (NO MORE THAN 15% RAP IN (NO MORE THAN 15% RAP IN ADAM LOSER ASPHALT MIXTURE) 60'-0" ASPHALT MIXTURE) 42'-0" PHONE: (801) 404-8368 ℄ ℄ 5'-0" 5'-0" 2'-6" 2'-6" 5'-0" 5'-0" 2'-0" 2'-6" 12'-6" 12'-6" 2'-6" 5'-0" 5'-0" 5'-6" 12'-0" 12'-0" 5'-6"

TYPE "A" CURB AND GUTTER SIDEWALK PER APWA PROPERLY PREPARED SUBGRADE OR PROPERLY PREPARED SUBGRADE OR TYPE "A" CURB AND GUTTER PER APWA STANDARD PLAN STANDARD PLAN NO. 231 SIDEWALK PER APWA FILL COMPACTED PER GEOTECHNICAL FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN NO. 205.2 AND SPECIFICATIONS AND SPECIFICATIONS STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS 12" UNTREATED BASE COURSE COMPACTED PER REPORT AND SPECIFICATIONS 8" UNTREATED BASE COURSE COMPACTED PER NO. 205.2 AND SPECIFICATIONS AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS

60' ROW ROAD CROSS SECTION 42' ROW PRIVATE ROAD CROSS SECTION 3 SCALE:NONE 4 SCALE:NONE

3.5" ASPHALTIC CONCRETE PER SPECIFICATIONS, DM-1/2 (NO MORE THAN 15% RAP IN

50'-0" 4100 S 8400 W ASPHALT MIXTURE) MAGNA, UTAH ℄ 1'-0" 4'-0" 5'-0" 2'-6" 12'-6" 12'-6" 2'-6" 5'-0" 4'-0" 1'-0"

HIGH WATER

3:1

4'-0" 3:1 3'-0" GATEWAY TO LITTLE VALLEY ROADWAY INFRASTRUCTURE 1'-0" PROPERLY PREPARED SUBGRADE OR TYPE "A" CURB AND GUTTER FILL COMPACTED PER GEOTECHNICAL PER APWA STANDARD PLAN

SIDEWALK PER APWA 1'-8" STANDARD PLAN NO. 231 REPORT AND SPECIFICATIONS 12" UNTREATED BASE COURSE COMPACTED PER NO. 205.2 AND SPECIFICATIONS AND SPECIFICATIONS GEOTECHNICAL REPORT AND SPECIFICATIONS 12" MIN. TOPSOIL OVER CRUSHED STONE INSTALL MIRIFI 180N FILTER FABRIC AROUND CRUSHED INSTALL 1" WASHED CRUSHED STONE STONE ALONG POND BOTTOM

50' ROW ROAD CROSS SECTION DETENTION POND CROSS SECTION 5 SCALE:NONE 7 SCALE:NONE

150'-0"

105'-0"

EXISTING EDGE OF 3.5" ASPHALTIC CONCRETE ASPHALT LOCATION PER SPECIFICATIONS, DM-1/2 ℄ (NO MORE THAN 15% RAP IN 2'-6" 5'-0" 4'-0" 4'-0" 5'-0" 2'-6" 10'-0" ASPHALT MIXTURE) 12'-0" 12'-0" 14'-0" 12'-0" 12'-0" 10'-0"

VARIES

DETAIL SHEET

SIDEWALK PER UDOT STANDARD PLANS AND SPECIFICATIONS TYPE "A" CURB AND GUTTER PROPERLY PREPARED SUBGRADE OR PER UDOT STANDARD PLANS FILL COMPACTED PER GEOTECHNICAL AND SPECIFICATIONS REPORT AND SPECIFICATIONS PROJECT NUMBER PRINT DATE 8106 11/5/19

DRAWN BY CHECKED BY 12" UNTREATED BASE COURSE COMPACTED PER JBG RWF GEOTECHNICAL REPORT AND SPECIFICATIONS PROJECT MANAGER RWF 150' ROW ROAD CROSS SECTION (8400 WEST) 6 C-500 SCALE:NONE