kearns metro township mayor’s meetingexception requestsummary and recommendation public body:...

July 9, 2018 of 1 AGENDA – KEARNS METRO TOWNSHIP

Kearns Metro Township Mayor’s Meeting

Public Meeting Agenda

Monday, July 9, 2018 7:45 P.M.

**AMENDED**

Location KEARNS LIBRARY 5350 SOUTH 4220 WEST MEETING ROOM (385) 468-6700

PUBLIC HEARINGS

30681 – Dan Cloward is requesting review of the lot sizes and street location for the Cloward

Subdivision Preliminary Plat and Requesting an exception to the Roadway Standards. Parcel

Area: Approximately 8.9 Acres. Location: 5928 South Park Wood Drive. Zone: R-1-6. Planner:

David D. White

ADJOURN

UPON REQUEST, WITH 5 WORKING DAYS NOTICE, REASONABLE ACCOMMODATIONS FOR QUALIFIED INDIVIDUALS MAY BE PROVIDED. PLEASE CONTACT WENDY GURR AT 385-468-6707. TTY USERS SHOULD CALL 711.

The Planning Commission Public Meeting is a public forum where, depending on the agenda item, the Planning Commission may receive comment and recommendations from applicants, the public, applicable agencies and County staff regarding land use applications and other items on the Commission’s agenda. In addition, it is where the Planning Commission takes action on these items, which may include: approval, approval with conditions, denial, continuance or recommendation to other bodies as applicable.

Planning and Development Services

2001 S. State Street N3-600 • Salt Lake City, UT 84190-4050

Phone: (385) 468-6700 • Fax: (385) 468-6674

www.pwpds.slco.org

This page intentionally left blank

Exception Request Summary and Recommendation

Public Body: Kearns Metro Township Mayor Meeting Date: July 9, 2018 Parcel ID: 20-13-402-068-0000 Current Zone: R-1-6 Property Address: 5928 S. Park Wood Drive Request: Exception to allow Park Wood Drive to terminate without a cul-de-sac Planner: David White Planning Commission Recommendation: Approval, subject to pedestrian access being preserved from Park Wood Drive to Oquirrh Park Planning Staff Recommendation: Approval as recommended by the planning commission Applicant Name: Dan Cloward

PROJECT DESCRIPTION

This is an exception request in conjunction with the Cloward subdivision application on the surplus Kearns Oquirrh Park Service District parcel. Community members did not want Park Wood Drive to be a through-street, nor be extended to create a cul-de-sac. The proposed design with the requested exception satisfies that request.

ISSUES OF CONCERN/PROPOSED MITIGATION

One issue of concern is that County Parks and Recreation has expressed that they are not interested in the parcel shown on the subdivision plat to be dedicated to them. The subdivision proposal may therefore change in terms of total number of lots or final configuration.

PLANNING COMMISSIONS’ RESPONSE

The Kearns Metro Township Planning Commission recommended approval of the exception request, subject to pedestrian access from Park Wood Drive to Oquirrh Park being preserved.

PLANNING STAFF RECOMMENDATION

Staff recommends approval of the exception request, subject to the following conditions: 1. Pedestrian access from Park Wood Drive to Oquirrh Park is to be preserved. 2. The exception is for the termination of Park Wood Drive in a dead-end with no cul-de-sac. Should future

re-design of the subdivision necessitate other exception requests, those will be heard separately.

File # 30681

PAR

K W

OO

D D

RIV

E

LOD

ER D

RIV

E

VISTA POINT

DRIVE

LOT 134

LOT 133

LOT 132

LOT 131 LOT 340 LOT 341

LOT 371

LOT 372 LOT 373 LOT 374 LOT 375 LOT 376 LOT 377 LOT 378 LOT 379 LOT 380 LOT 381LOT 402PARK WOOD PLAT 2

PARK

RID

GE P

HASE

1 P

LAT

2

PARK RIDGEPHASE 1 PLAT 2

N 89°57'41" W 1131.33'

S 0°

01'1

6" W

209

.01'

N 89°57'41" W 10.02'

Δ=23°33'38"R=50.00'L=20.56'

CB=N 78°10'52" WC=20.42'

S 0°

01'1

6" W

133

.62'

S 89°57'41" E 1163.60'

N 0

°21'

49" W

338

.47'

N 0°

02'19

" E 1

02.90

'N

0°02

'19" E

85.5

6'N 57°23'21" W 64.09'N 51°51'42" E 68.71'

S 25

°56'1

9" W

109.8

1'

S 9°46'35" E 87.23'

S 56°34'26" E 25.00'

S 71°24'23" E 55.82'

S 20°34'10" E 106.57'

S 23

°57'0

2" W

108

.86'

N 63°26'16" E 62.32'

S 0°

02'19

" W 1

88.47

'

S 0°

02'19

" W 1

88.47

'

S 0°

02'19

" W 1

88.47

'

S 82°01'28" W 103.48'

S 89°57'41" E 100.00'

S 89°57'41" E 100.00'

S 89°57'41" E 100.00'

N 67°03'05" W 118.54'N 12°58'15" W 103.95'N

0°02

'19" E

100

.00'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

L7

C14L6

C13

S 89°57'41" E 704.07'

C12

C11N 89°57'41" W 378.11'

C9

C10

C8

N 89°57'41" W 142.23'

C6

C7

C5

L5

C4L4

C3

L3C2L2C1L1L10C16L9C15L8

L13

C18

L12C17

L11

L17

S 0°

02'19

" W 6

8.24'

C21

L16C20L15C19L14109.44' 30.00' 30.00' 68.74' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 77.77' 115.38' 100.00'

60.00

'60

.00'

60.00

'29

.01'

N 0°

01'16

" E 7

5.00'

N 0°

01'16

" E 1

05.00

'60

.00'

60.00

'60

.00'

537.00'60.00'60.00'60.29'132.76'60.29'33.17'113.37'106.73'

44.91

'10

3.75'

60.00

'70

.34'

25.00

'25

.00'

9.48'

43.12'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.95'

68.12' 60.00' 60.00' 189.99'74.11' 68.12'

C22

C23

C24C25

C26

C27 C2

8C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

N 73°21'35" W50.00'

S 64°12'31" E50.00'

51.75' 142.23' 58.54' 58.54' 378.11' 67.08'

25.00

'

25.00

'25

.00'

25.00

'

25.00

'

25.00

'

S 89°57'41" E 704.07'

POINT OF BEGINNINGN 89°38'11" E 0.68'

BASI

S OF

BEA

RING

N 0°

21'49

" W 5

280.7

3'16

58.85

'

N 57°23'21" W 64.09'S

0°02

'19" W

94.2

3'

S 53°55'20" E50.00'

25

1 L2

44

C3

0 6

666

999 777

444

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7 7

'

2525

''N 99 777777 1

77 77

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11 L2L2L2

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C33C3

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4446666666

9999999 7777777 111 WW

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7

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2

77

11

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89 444

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CC LL CCC212121

LLCC

99 44 22 °°°°°°°°° 1 333

11

25

L

C 2

L

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N

5

8

C2

4 W

1

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6

2 2

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8 °5 4 W 7 C1C1

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8 C

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CCC

C3

L

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S 89 57 E 77704

4

LL 6 C 7

21

C

17

0470E159

'232214W45

25

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L1

3

L2CL

66L25L

C

77°

00

C

8

3"444°°°8888

255 0

L

C

1

4

2

C21

L

10000

1

4L

PAR

K W

OO

D D

RIV

E

LOD

ER D

RIV

E

VISTA POINT

DRIVE

LOT 134

LOT 133

LOT 132

LOT 131 LOT 340 LOT 341

LOT 371

LOT 372 LOT 373 LOT 374 LOT 375 LOT 376 LOT 377 LOT 378 LOT 379 LOT 380 LOT 381LOT 402PARK WOOD PLAT 2

PARK

RID

GE P

HASE

1 P

LAT

2

PARK RIDGEPHASE 1 PLAT 2

N 89°57'41" W 1131.33'

S 0°

01'1

6" W

209

.01'

N 89°57'41" W 10.02'

Δ=23°33'38"R=50.00'L=20.56'

CB=N 78°10'52" WC=20.42'

S 0°

01'1

6" W

133

.62'

S 89°57'41" E 1163.60'

N 0

°21'

49" W

338

.47'

15 16 17 18 19 20 21 22 23 24 25 26 27

28

31

30

29

12

3

45

6

78

9

1011

12

13

14

N 0°

02'19

" E 1

02.90

'N

0°02

'19" E

85.5

6'N 57°23'21" W 64.09'N 51°51'42" E 68.71'

S 25

°56'1

9" W

109.8

1'

S 9°46'35" E 87.23'

S 56°34'26" E 25.00'

S 71°24'23" E 55.82'

S 20°34'10" E 106.57'

S 23

°57'0

2" W

108

.86'

N 63°26'16" E 62.32'

S 0°

02'19

" W 1

88.47

'

S 0°

02'19

" W 1

88.47

'

S 0°

02'19

" W 1

88.47

'

S 82°01'28" W 103.48'

S 89°57'41" E 100.00'

S 89°57'41" E 100.00'

S 89°57'41" E 100.00'

N 67°03'05" W 118.54'N 12°58'15" W 103.95'N

0°02

'19" E

100

.00'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

S 0°

02'19

" W 1

00.00

'

L7

C14L6

C13

S 89°57'41" E 704.07'

C12

C11N 89°57'41" W 378.11'

C9

C10

C8

N 89°57'41" W 142.23'

C6

C7

C5

L5

C4L4

C3

L3C2L2C1L1L10C16L9C15L8

L13

C18

L12C17

L11

L17

S 0°

02'19

" W 6

8.24'

C21

L16C20L15C19L14109.44' 30.00' 30.00' 68.74' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 77.77' 115.38' 100.00'

60.00

'60

.00'

60.00

'29

.01'

N 0°

01'16

" E 7

5.00'

N 0°

01'16

" E 1

05.00

'60

.00'

60.00

'60

.00'

537.00'60.00'60.00'60.29'132.76'60.29'33.17'113.37'106.73'

44.91

'10

3.75'

60.00

'70

.34'

25.00

'25

.00'

9.48'

43.12'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.95'

68.12' 60.00' 60.00' 189.99'74.11' 68.12'

C22

C23

C24C25

C26

C27 C2

8C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

N 73°21'35" W50.00'

S 64°12'31" E50.00'

51.75' 142.23' 58.54' 58.54' 378.11' 67.08'

25.00

'

25.00

'25

.00'

25.00

'

25.00

'

25.00

'

S 89°57'41" E 704.07'

POINT OF BEGINNINGN 89°38'11" E 0.68'

BASI

S OF

BEA

RING

N 0°

21'49

" W 5

280.7

3'16

58.85

'

N 57°23'21" W 64.09'S

0°02

'19" W

94.2

3'

S 53°55'20" E50.00'

32

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299

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TTTTTTNNTT

TRANS

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CHAIN LINK FENCEWOOD FENCE

VINYL FENCECHAIN LINK FENCE

VINYL FENCE

CHAIN LINK FENCEON PROPERTY LINE

TR CATVBLOCK WALL

BLOCK WALL

TR

CO

C

S

SIDEWALK SIDEWALK

SIDEWALK

SIDEWALK

CURB &GUTTER

CURB &GUTTER

RIM=4690.67'IE=4679.47'

RIM=4690.55'IE=4679.45'

OUTLET UNKNOWN

245.3

1' MA

NHOL

E TO

MAN

HOLE

RIM=4751.52'IE=4740.42'

12"

12"

12"

OUTLET UNKNOWN

t t t t t t t t t t t t t t t t t t

gg

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CHAIN LINKFENCE

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w

CHAIN LINK FENCE

p

p p

p

p

p

RIM=4688.42'IE=4677.42'

CHAIN LINK FENCE

WOOD FENCEWOOD FENCE

CHAIN LINK FENCEON PROPERTY LINE

RIM=4692.00'IE=4680.50'

RIM=4692.58'IE=4680.00

RIM=4717.28'IE=4704.78'

RIM=4717.57'IE=BOLTED SHUT

RIM=4734.09'IE=BOLTED SHUTRIM=4733.93'IE=4727.60'



TG=4692.24

1111111111111111111111111 CCCCCCCCCCCCCCCCCCGCUGCUG

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SALT LAKE COUNTY20-13-400-025

KERRY & TERESA THORNOCK20-13-402-001

CODY & KRYSTLE OLSON20-13-402-047

LYNN & LUVANEEWIBERG

20-13-402-016

SIMON JUST20-13-402-017

BENJAMIN SOTO20-13-402-018

WILLIAM &NANCY SMITH20-13-402-019

DUSTIN CLARK20-13-402-020

MARIO ARMENDARIZ20-13-402-021

JOHN MARCUSEN20-13-402-022

NATHAN SMITH &MICHELLE LYNCH

20-13-402-023

DOLLY BRIXEY20-13-402-024

JANLYNN & SCOTTROBERTSON20-13-402-025

SIMON JUST20-13-402-036

CORPORATION OFTHE PRESIDING

BISHOPRIC OF THECHURCH OF

JESUS CHRIST OFLATTER DAY SAINTS

20-13-426-068

LUCILA &EFRAIN LOPEZ20-13-379-014

JIM & BONNIE LUNA20-13-401-001

VINCENT &ESPARZA-CRUZ

20-13-330-014

DARWIN & MEGAN ZIERSE20-13-330-020

CANDIDO SILVA &BARRON FEREGRINO

20-13-330-019

7,100 SQ.FT.0.163 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,627 SQ.FT.0.152 ACRES

12,734 SQ.FT.0.292 ACRES

7,798 SQ.FT.0.179 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

90,180 SQ.FT.2.070 ACRES

TO BE DEDICATED TO THECOUNTY AS PARK11,308 SQ.FT.

0.260 ACRES11,308 SQ.FT.0.260 ACRES

6,000 SQ.FT.0.138 ACRES

9,584 SQ.FT.0.220 ACRES

8,568 SQ.FT.0.197 ACRES

9,574 SQ.FT.0.220 ACRES

6,010 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

7,848 SQ.FT.0.180 ACRES

7,114 SQ.FT.0.163 ACRES

8,789 SQ.FT.0.202 ACRES

6,000 SQ.FT.0.138 ACRES

6,000 SQ.FT.0.138 ACRES

6,263 SQ.FT.0.144 ACRES

REGIONAL RETENTION PONDREQUIRED CAPACITY = 26,646 CUFTDESIGN CAPACITY = 27,254 CUFTFREEBOARD = 4693.50HIGHWATER = 4693.00BOTTOM OF POND = 4691.30MAX SLOPES 3:1

15 16 17 18 19 20 21 22 23 24 25 26 27

28

31

30

29

12

3

45

6

78

9

1011

12

13

14

32

SOUTH QUARTER CORNER OF SECTION 13,TOWNSHIP 2 SOUTH, RANGE 2 WEST,

SALT LAKE BASE & MERIDIAN




SALT LAKE BASE & MERIDIANFOUND SALT LAKE COUNTY BRASS CAP

MONUMENT RING AND LID

NORTH QUARTER CORNER OF SECTION 13,TOWNSHIP 2 SOUTH, RANGE 2 WEST,





SALT LAKE BASE & MERIDIANFOUND SALT LAKE COUNTY BRASS CAP

MONUMENT RING AND LID

LINE TABLELINE #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

DIRECTION

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

S 10°15'35" E

S 00°02'19" W

N 10°15'35" W

N 00°01'16" E

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

S 00°01'16" W

S 10°15'35" E

S 00°02'19" W

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

N 00°02'19" E

LENGTH

18.63'

10.68'

2.56'

19.72'

12.38'

18.21'

23.35'

18.47'

10.68'

53.61'

23.34'

49.02'

60.22'

18.31'

10.68'

9.32'

25.00'

CURVE TABLECURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

RADIUS

175.00'

225.00'

15.00'

229.00'

15.00'

15.00'

50.00'

15.00'

15.00'

50.00'

20.00'

50.00'

15.00'

230.00'

200.00'

200.00'

200.00'

200.00'

225.00'

175.00'

LENGTH

24.66'

31.86'

26.26'

41.16'

12.41'

33.00'

229.89'

30.30'

30.30'

202.03'

25.62'

221.13'

26.26'

41.27'

28.19'

28.32'

35.89'

35.95'

31.71'

24.78'

DELTA

008°04'31"

008°06'50"

100°17'54"

010°17'54"

047°23'47"

126°02'21"

263°26'07"

115°45'10"

115°45'10"

231°30'21"

073°23'54"

253°23'54"

100°17'54"

010°16'51"

008°04'31"

008°06'50"

010°16'51"

010°17'54"

008°04'31"

008°06'50"

CHORD BEARING

S85°57'44"W

S85°58'54"W

S39°53'22"W

S5°06'38"E

S23°39'34"E

N26°56'31"W

S84°21'36"W

S32°09'44"W

N32°05'06"W

N89°57'41"W

S53°20'22"W

N36°39'38"W

N39°53'22"E

N5°07'09"W

S85°57'44"W

S85°58'54"W

S5°07'09"E

S5°06'38"E

S85°57'44"W

S85°58'54"W

CHORD DISTANCE

24.64

31.84

23.03

41.10

12.06

26.73

74.64

25.41

25.41

90.07

23.90

80.18

23.03

41.21

28.16

28.30

35.84

35.90

31.69

24.76

CURVE TABLECURVE #

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

RADIUS

15.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

200.00'

200.00'

200.00'

200.00'

LENGTH

23.56'

27.77'

44.64'

40.20'

40.00'

41.64'

35.64'

39.57'

40.01'

42.87'

40.01'

39.57'

126.76'

46.60'

36.42'

11.35'

19.21'

16.68'

17.90'

18.05'

DELTA

089°58'57"

031°49'11"

051°08'56"

046°04'03"

045°50'30"

047°42'49"

040°50'38"

045°20'26"

045°50'52"

049°07'43"

045°50'52"

045°20'26"

145°15'04"

053°24'01"

041°44'15"

013°00'34"

005°30'09"

004°46'42"

005°07'42"

005°10'12"

CHORD BEARING

N44°58'13"W

S31°26'52"E

S10°02'11"W

S58°38'41"W

N75°24'02"W

N28°37'22"W

N15°39'21"E

S3°02'38"E

S42°33'01"W

N89°57'41"W

N42°28'23"W

N3°07'16"E

S89°15'57"W

N8°35'29"E

N56°09'37"E

N83°32'02"E

N7°30'30"W

N2°22'05"W

S7°41'44"E

S2°32'47"E

CHORD DISTANCE

21.21

27.41

43.17

39.13

38.95

40.45

34.89

38.54

38.95

41.57

38.95

38.54

95.44

44.93

35.62

11.33

19.20

16.67

17.89

18.04

LINE TABLELINE #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

DIRECTION

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

S 10°15'35" E

S 00°02'19" W

N 10°15'35" W

N 00°01'16" E

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

S 00°01'16" W

S 10°15'35" E

S 00°02'19" W

N 90°00'00" W

S 81°55'29" W

N 89°57'41" W

N 00°02'19" E

LENGTH

18.63'

10.68'

2.56'

19.72'

12.38'

18.21'

23.35'

18.47'

10.68'

53.61'

23.34'

49.02'

60.22'

18.31'

10.68'

9.32'

25.00'

CURVE TABLECURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

RADIUS

175.00'

225.00'

15.00'

229.00'

15.00'

15.00'

50.00'

15.00'

15.00'

50.00'

20.00'

50.00'

15.00'

230.00'

200.00'

200.00'

200.00'

200.00'

225.00'

175.00'

LENGTH

24.66'

31.86'

26.26'

41.16'

12.41'

33.00'

229.89'

30.30'

30.30'

202.03'

25.62'

221.13'

26.26'

41.27'

28.19'

28.32'

35.89'

35.95'

31.71'

24.78'

DELTA

008°04'31"

008°06'50"

100°17'54"

010°17'54"

047°23'47"

126°02'21"

263°26'07"

115°45'10"

115°45'10"

231°30'21"

073°23'54"

253°23'54"

100°17'54"

010°16'51"

008°04'31"

008°06'50"

010°16'51"

010°17'54"

008°04'31"

008°06'50"

CHORD BEARING

S85°57'44"W

S85°58'54"W

S39°53'22"W

S5°06'38"E

S23°39'34"E

N26°56'31"W

S84°21'36"W

S32°09'44"W

N32°05'06"W

N89°57'41"W

S53°20'22"W

N36°39'38"W

N39°53'22"E

N5°07'09"W

S85°57'44"W

S85°58'54"W

S5°07'09"E

S5°06'38"E

S85°57'44"W

S85°58'54"W

CHORD DISTANCE

24.64

31.84

23.03

41.10

12.06

26.73

74.64

25.41

25.41

90.07

23.90

80.18

23.03

41.21

28.16

28.30

35.84

35.90

31.69

24.76

CURVE TABLECURVE #

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

RADIUS

15.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

200.00'

200.00'

200.00'

200.00'

LENGTH

23.56'

27.77'

44.64'

40.20'

40.00'

41.64'

35.64'

39.57'

40.01'

42.87'

40.01'

39.57'

126.76'

46.60'

36.42'

11.35'

19.21'

16.68'

17.90'

18.05'

DELTA

089°58'57"

031°49'11"

051°08'56"

046°04'03"

045°50'30"

047°42'49"

040°50'38"

045°20'26"

045°50'52"

049°07'43"

045°50'52"

045°20'26"

145°15'04"

053°24'01"

041°44'15"

013°00'34"

005°30'09"

004°46'42"

005°07'42"

005°10'12"

CHORD BEARING

N44°58'13"W

S31°26'52"E

S10°02'11"W

S58°38'41"W

N75°24'02"W

N28°37'22"W

N15°39'21"E

S3°02'38"E

S42°33'01"W

N89°57'41"W

N42°28'23"W

N3°07'16"E

S89°15'57"W

N8°35'29"E

N56°09'37"E

N83°32'02"E

N7°30'30"W

N2°22'05"W

S7°41'44"E

S2°32'47"E

CHORD DISTANCE

21.21

27.41

43.17

39.13

38.95

40.45

34.89

38.54

38.95

41.57

38.95

38.54

95.44

44.93

35.62

11.33

19.20

16.67

17.89

18.04

04-27-18

THE CONTRACTOR SHALL BERESPONSIBLE FOR THE LOCATION,PROTECTION, AND RESTORATIONOF ALL BURIED OR ABOVEGROUND UTILITIES, SHOWN ORNOT SHOWN ON THE PLANS.

NOTICE!

1-800-662-4111

BEFORE YOU

AVOID CUTTING UNDERGROUNDUTILITIES. IT'S COSTLY.

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATE:

REVI

SIO

NS

REV

DATE

DESC

RIPT

ION

PRELIMINARYPLAT

18176

CCW

RJP

MAY, 1 2018

5928

SO

UTH

PARK

WO

OD

DRIV

E KE

ARNS

MET

RO T

OW

NSHI

P, S

ALT

LAKE

CO

UNTY

, UTA

HLO

CATE

D IN

THE

SE

QUA

RTER

OF

SECT

ION

13, T

S 2

S, R

ANGE

2 W

, SLB

& M

CLO

WAR

D SU

BDIV

ISIO

N

CLOWARD SUBDIVISION

LEGEND

LOCATED IN THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 2 SOUTH, RANGE 2 WEST,SALT LAKE BASE & MERIDIANKEARNS METRO TOWNSHIP,SALT LAKE COUNTY, UTAH

NOTES

VICINITY MAPSCALE: N.T.S.

SUBDIVISION BOUNDARY

SECTION LINE

MONUMENT LINE/CENTER LINE OF ROAD

LOT LINE

ADJOINING PROPERTY LINE

ADJOINING LOT LINE

SUBDIVISION BOUNDARY CORNER, COPPER PLUG OR REBAR & CAP ORNAIL & WASHER STAMPED "MCNEIL ENGR"

CENTURYLINK

CENTURYLINK

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,BY CENTURYLINK

ROCKY MOUNTAIN POWER

ROCKY MOUNTAIN POWER

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,BY ROCKY MOUNTAIN POWER.

KEARNS IMPROVEMENT DISTRICT

KEARNS IMPROVEMENT DISTRICTDISTRICT MANAGER

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,BY KEARNS IMPROVEMENT DISTRICT

DOMINION ENERGY

MOUNTAIN FUEL SUPPLY CO.

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,BY MOUNTAIN FUEL SUPPLY CO.

KEARNS CITY METRO TOWNSHIP

COUNCIL CHAIR

PRESENTED TO THE KEARNS CITY METRO TOWNSHIP COUNCIL THIS_________________ DAY OF _____________________ A.D., 20____, ATWHICH TIME THIS SUBDIVISION WAS APPROVED AND ACCEPTED.

APPROVAL AS TO FORM

#### ATTORNEY

APPROVED AS TO FORM THIS _________________ DAY OF _____________________ A.D., 20____

CITY ENGINEER'S CERTIFICATE

DATE: #### ENGINEER

I HEREBY CERTIFY THAT I HAVE HAD THIS PLAT EXAMINED BY THIS OFFICE AND IT IS CORRECTAND IN ACCORDANCE WITH INFORMATION ON FILE AND IS HEREBY APPROVED.

CLOWARD SUBDIVISION

SURVEYOR'S CERTIFICATE

OWNER'S DEDICATION

BOUNDARY DESCRIPTIONBEGINNING AT A POINT NORTH 00°21'49" WEST 1658.85 FEET AND NORTH 89°38'11" EAST 0.68 FEET FROM THE SOUTH QUARTER CORNER OF SECTION 13,TOWNSHIP 2 SOUTH, RANGE 2 WEST, SALT LAKE BASE AND MERIDIAN AND RUNNING THENCE NORTH 00°21'49" WEST 338.47 FEET; THENCE SOUTH 89°57'41"EAST 1163.60 FEET; THENCE SOUTH 00°01'16" WEST 133.62 FEET TO A POINT ON A 50.00 FOOT NON-TANGENT CURVE TO THE LEFT; THENCENORTHWESTERLY ALONG SAID CURVE A DISTANCE OF 20.56 FEET THROUGH CENTRAL CURVE OF 23°33'38" (CHORD BEARS NORTH 78°10'52" WEST 20.42FEET); THENCE NORTH 89°57'41" WEST 10.02 FEET; THENCE SOUTH 00°01'16" WEST 209.01 FEET; THENCE NORTH 89°57'41" WEST 1131.33 FEET TO THE POINTOF BEGINNING.

387,210 SQUARE FEET 8.889 ACRES (31 LOTS)

I, DAVID B DRAPER DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR, AND THAT I HOLD LICENSE NO. 6861599, ASPRESCRIBED UNDER THE LAWS OF THE STATE OF ####. I FURTHER CERTIFY THAT BY AUTHORITY OF THE OWNERS, I HAVE MADE A SURVEY OF THETRACT OF LAND SHOWN ON THIS PLAT AND DESCRIBED BELOW, AND HAVE SUBDIVIDED SAID TRACT OF LAND INTO LOTS AND STREETS HEREAFTER TOBE KNOWN AS:

AND THAT THE SAME HAS BEEN CORRECTLY SURVEYED AND STAKED ON THE GROUND AS SHOWN ON THIS PLAT.

DAVID B DRAPERLICENSE NO. 6861599

KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED ARE THE OWNERS OF THE ABOVE DESCRIBED TRACT OF LAND, AND HEREBY CAUSE THESAME TO BE DIVIDED INTO LOTS, PARCELS AND STREETS, TOGETHER WITH EASEMENTS AS SET FORTH TO BE HEREAFTER KNOWN AS

AND DO HEREBY DEDICATE FOR THE PERPETUAL USE OF THE PUBLIC ALL ROADS AND OTHER AREAS SHOWN ON THIS PLAT AS INTENDED FOR PUBLICUSE. THE UNDERSIGNED OWNERS ALSO HEREBY CONVEY TO ANY AND ALL PUBLIC UTILITY COMPANIES A PERPETUAL, NON-EXCLUSIVE EASEMENT OVERTHE PUBLIC UTILITY EASEMENTS SHOWN ON THIS PLAT, THE SAME TO BE USED FOR THE INSTALLATION, MAINTENANCE AND OPERATION OF UTILITYLINES AND FACILITIES. THE UNDERSIGNED OWNERS ALSO HEREBY CONVEY ANY OTHER EASEMENTS AS SHOWN ON THIS PLAT TO THE PARTIESINDICATED AND FOR THE PURPOSES SHOWN HEREON

IN WITNESS WHEREOF I/WE HAVE HEREUNTO SET OUR HAND(S)THIS _____________day of_________A.D., 20___.

CLOWARD SUBDIVISION

INDIVIDUAL ACKNOWLEDGMENTSTATE OF UTAHCOUNTY OF #########

ON THE __________ DAY OF _______________ A.D., 20____, PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAIDCOUNTY OF ######### IN SAID STATE OF ####, THE SIGNER( ) OF THE ABOVE OWNER'S DEDICATION, ______ IN NUMBER, WHO DULY ACKNOWLEDGEDTO ME THAT ________ SIGNED IT FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED.

MY COMMISSION EXPIRES: __________________________ ___________________________________________NOTARY PUBLICRESIDING IN ######### COUNTY

S.S.

PLANNING COMMISSION

CHAIRMAN, #### PLANNING COMM.

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,BY THE #### PLANNING COMMISSION.

######### COUNTY RECORDERRECORD NO. ______________________________.

STATE OF ####, COUNTY OF #########, RECORDED AND FILED AT THE REQUEST OF ____________________________________________________________

DATE: _________________________________ TIME: ____________________________ BOOK: __________________________ PAGE: _________________________

FEE $ ######### COUNTY RECORDER

BOARD OF HEALTH

BOARD OF HEALTH

APPROVED THIS _________________ DAY OF _____________________ A.D., 20____,

OF

SHEET

1

1PREPARED BY:

SITE

KEARNS CITY METRO TOWNSHIP SEAL

PLAN CHECK

PLAN REVIEW SECTION MANAGER DATE

I HEREBY CERTIFY THAT THIS OFFICE HAS EXAMINED THIS PLAT AND IS CORRECT INACCORDANCE WITH INFORMATION ON FILE IN THIS OFFICE.

1. STORMWATER MAINTENANCE AGREEMENT APPLIES TO ALL LOTS. AGREEMENT RECORDED ATENTRY NO. _______________, BOOK:_____________ AND PAGE:____________.

PUBLIC UTILITY APPROVALCABLE: ______________________________________________ DATE: ____________________

COMCAST:____________________________________________ DATE: ___________________

ROCKY MTN POWER: __________________________________ DATE: ____________________

DOMINION ENERGY: ___________________________________ DATE: ____________________

OTHER: ______________________________________________ DATE: ____________________

RECORDER




S.S.




S.S.

ED MAYNE STREET

6055 SOUTH

LONGMORE DRIVE

6200 SOUTH

PARK

WOO

D DR

IVE

LONG

MORE

DRI

VE

IMPR

ESSI

ONS

DRIV

E

STONE FLOWER WAY

RIDGE FLOWER WAY

COUG

AR LA

NE

4840

WES

T

STONE FLOWER WAY

S

SCALE: 1" =

NORTH

60'

0 30' 60' 120' 180'

EASEMENT LINE

DEVELOPER: COBALT DEVELOPMENT, INC.CONTACT: DAN CLOWARD3678 WEST 12125 SOUTH

RIVERTON, UT 84065

DEVELOPER & OWNER

NO BUILDINGSSURVEYED PARCEL CONTAINS

387,210 SQUARE FEET OR8.889 ACRES

2'-6"12'-6" 5'-0"

4'-0"1'-0"

25'-0"P LC L

SCALE: N.T.S.

ROAD CROSS SECTION

2'-6"12'-6"5'-0"

4'-0"1'-0"

25'-0"

A

SEWER 5' FROM CENTERLINEWATER UNDER THE PARKSTRIP

Final Land Use ReviewPlanning

Grading

Geology

Hydrology

Traffic

Surveyor

UFA

Health

Building

Operations

Addressing

Sewer Co.

Water Co.

5930 S5140 W

5930 S5180 W

5945 S5180 W

REQUIRES APPROVED STREET NAME (5930 S)

REQ

UIR

ES A

PPR

OVE

DST

REE

T N

AME

(514

0 W

)

REQ

UIR

ES A

PPR

OVE

DST

REE

T N

AME

(518

0 W

)

VISTA POINT DR

LOD

ER D

R

5106 W5114 W5126 W

5923 S

5911 S

5904 S

5908

S

5924

S

5154 W

5166 W

5923 S5909 S

5905 S5906 S

5914

S59

28 S

5936

S

5192 W 5171 W5943 S

5157 W 5149 W 5141 W 5129 W 5123 W 5109 W 5101 W 5093 W 5085 W

5073 W 5061 W

5053 W

5047

W 5928

S59

36 S

5944

S

5076 W

tbain: 30681_PreliminaryPlat 05/16/2018Revisions Required - See Comments Sheet

Approved- See Comments Sheettsorensen: 30681_PreliminaryPlat 05/17/2018

Approved- See Comments SheetGBaptist: 30681_PreliminaryPlat 05/21/2018

GBaptist: 30681_PreliminaryPlat 05/21/2018Revisions Required - See Comments Sheet

Requires approval ofan exception fromRoadway standardsfor terminatingexisting public streetwithout a cul-de-sac.

Approved- See Comments Sheetdbuckley: 30681_PreliminaryPlat 05/30/2018

Name of subdivision(with address,section, township,range, etc. must be attop of Plat also.

Add fence line type

this area must eitherbe part of dedicatedroadway, or be addedto adjoining lot priorto recording of thisplat and be excludedfrom the subdivisionplat.

109.444'49.488AIN LINK FENCEE44CHAIN LINK FEAIN LINK FEg4gg

WOOD FENCEOOD FENCHAIN

gWOOD FENCEN

Are there gaps oroverlaps that need tobe addressed?

Health Department

Kearns MetroTownship

Kearns MetroTownship Attorney

Dominion Energy:

Century Link:

Engineering and Flood Control

Council

Mayor

tdraper: 30681_PreliminaryPlat 05/30/2018Revisions Required - See Comments Sheet

Reverse curve notallowed. Eliminatesecond curve andredesign.Intersection anglefrom 80 to 100degrees isacceptable.

Jena Carver, PE: 30681_PreliminaryPlat 06/04/2018Revisions Required - See Comments Sheet

Approved- See Comments SheetJena Carver, PE: 30681_PreliminaryPlat 06/08/2018

Approved- See Comments SheetJena Carver, PE: 30681_PreliminaryPlat 06/08/2018

rblair: 30681_PreliminaryPlat 06/12/2018Revisions Required - See Comments Sheet

Description to include:

Caption - referencing vesting documents and location. For Example: An entire tract of land described as Exhibit A and Exhibit B per that Quit ClaimDeed recorded September 15, 2017 as Entry no. 12616662 in Book 10598, at Page 8463 in the Office of the Salt Lake County Recorder andlocated in the Southeast Quarter of Section 13, Township 2 South, Range 2 West, Salt Lake Base and Meridian. The boundary of said entire tractis described as follows:...................modify as needed.

Body - what is the intent of the boundary? include boundary calls to entire tract, adjacent subdivisions or record documents to eliminategaps/overlaps.

Less except / reservations - less and except, reservations, square feet, acres, # Lots, etc.

Why does this call exist? Without this call, boundary fitsperfectly with Parkridge Phase 1 Plat 2. Record of Surveyneeds to be filed with appropriate narrative of survey. Inaddition, Record of Survey and Sub Plat need Record vs.Measures data shown on plat and description.Not sure this should

exist? Furtherinformation as to whythis call was madewould be helpful. itcreates a gap of 0.68feet.

Utah

What are these lines?

SALT LAKE

THIS AREA TO BEWITHIN P.U.&D.E.

Approved- See Comments SheetBMitchell: 30681_PreliminaryPlat 06/13/2018

LIST ALL OWNERS OF RECORD

Description should call todedicated plat of Park WoodDrive recorded October 5,1989 as Entry No. 4831837 inBook 89-10 of Plats, at Page99 in the Office of the SaltLake County Recorder.

POB at northwesterly corner ofLot 340? show in description.

Description should call to ParkWood, Plat 2 recordedFebruary 20, 1986 as EntryNo. 4203985 in Book 86-2 ofPlats, at Page 16 in the Officeof the Salt Lake CountyRecorder.

Description should call to ParkRidge Subdivision Phase1,Plat 2 recorded August 26,1999 as Entry No. 7452077 inBook 99-8P of Plats, at Page243 in the Office of the SaltLake County Recorder.

Description should call to CorpLDS Church per that WarrantyDeed recorded July 26, 1988as Entry No. 4654181 in Book6050, at Page 92 in the Officeof the Salt Lake CountyRecorder...

call to northerly boundary of ...... or southerlyboundary of..... reference deeds in description..

Add symbol as found rebar and capper civil plans..... describe to thisrebar and cap in description if youare holding.

Street Monument to be installed.

properly label and identifyexisting easement?Reference Entry No.,Book, Page on plat.

properly label and identifyexisting easement?Reference Entry No.,Book, Page on plat.

OWNER:Oquirrh Recreationand Parks Districtcontact info -

ksmeltzer: 30681_PreliminaryPlat 06/13/2018Revisions Required - See Comments Sheet

SALT LAKE COUNTY

UTAH SALT LAKE

Need to have easementhere for storm drain percivil plans

LOT 32HEREBY DEDICATED TO SALT

LAKE COUNTY

kearns metro township mayor’s meetingexception requestsummary and recommendation public body:...

Documents