LOT2

LOT1

LOT3

LOT4

LOT5

LOT6

LOT7

LOT8

LOT9

LOT10

LOT11

LOT12

LOT13LOT

14LOT15

LOT16

OUTLOT6A

OUTLOT7A

OUTLOT8A

OUTLOT9A NICKERSON, LISA ANNE

(BK 2016 PG 21481)

REMAINDER OF PARCEL B

(SURVEY BK 1999, PG 10153)

GAFFNEY, DAVID G &DAVID G TRUSTEE(BK 2016 PG 14905)

GOLDENROD DRIVE

LOT4

LOT3

LOT5

LOT6

LOT7

LOT8

LOT9

OUTLOT9A

LOT15

LOT16

LOT17LOT

18LOT19

LOT20

LOT21

LOT22

LOT23

LOT24

LOT25

LOT1

LOT26

LOT27

OUTLOTD

LOT2

LOT14

LOT13

LOT12

LOT11 LOT

11A

LOT10A

LOT10

L8

N89°19'49"W 451.50'

N00°

06'0

8"W

120

8.21

'

S89°24'30"E 989.97'

S00°

35'3

0"W

253

.50'

C25

L1L2 L3

L4

L5

L6

S89°53'52"W 390.54'L7

S26°53'18"E 181.26'

S26°34'35"E 323.29'

LOTA

S89°24'30"E 378.33'

WATERFORD ROAD

DILIGENT URBAN HILLS, LLC(BK 2014 PG 2353)

WALNUT MEADOWS

COUR

T

PARCEL 17-167

(SURVEY BK 2017, PG 11927)

N00°06'08"W1368.47'

163R

D ST

REET

S00°00'00"E60.00'

N89°24'30"W 990.69'

N00°35'30"E60.00'

Curve Table

Curve #

C25

Length

7.63

Radius

775.00

Delta

0° 33' 51"

CHD B

S80°11'01"E

CHD L

7.63

Line/Curve Table

Line #

L1

L2

L3

L4

Direction

S0° 35' 30"W

S89° 47' 38"W

S74° 11' 37"W

S47° 03' 27"W

Length

146.26

141.84

56.78

110.29

Line/Curve Table

Line #

L5

L6

L7

L8

Direction

S38° 05' 26"W

S25° 16' 22"W

S14° 21' 13"E

S31° 14' 31"E

Length

121.31

107.94

52.97

17.81

DILIGENT URBAN HILLS, LLC1360 NW 121ST STREETCLIVE, IA, 50325(515) 964-1226TLUTZ@MECRESULTS.COMATTN: TERRY LUTZ

R-1S SUBURBAN DENSITY SINGLE FAMILYDENSITY: 1.00 UNITS/ACRE

WATER: URBANDALE WATER DEPARTMENTSEWER: URBANDALE SANITARY SEWER DISTRICTNATURAL GAS: MIDAMERICAN ENERGY CO.ELECTRIC: MIDAMERICAN ENERGY CO.CABLE: MEDIACOM CABLEPHONE: QWEST COMMUNICATIONS CO.

1) LOT A TO BE DEDICATED TO THE CITY OF URBANDALE FOR THE USE AS PUBLIC RIGHT OF WAY.

2) NO LOT SHALL HAVE DIRECT ACCESS TO WATERFORD ROAD.

3) NO FENCES SHALL BE ALLOWED IN THE 50-FOOT LANDSCAPE AREA ALONG WATERFORD ROAD.

4) ALL MANHOLES NOT LOCATED ON A LOT LINE SHALL BE LOCATED OUTSIDE OF ALL FUTURE DRIVEWAYS.

5) MAINTENANCE OF ALL DRAINAGE TILE LINES ARE THE RESPONSIBILITY OF THE HOME OWNER'S ASSOCIATION.

6) OWNERSHIP OF OUTLOTS 6A, 7A, 8A, AND 9A GO WITH LOTS 6, 7, 8, AND 9, RESPECTIVELY.

7) IN ANY AREA WHERE A PUBLIC UTILITY EASEMENT (PUE) OVERLAPS, OR IS COINCIDENT WITH, A DESIGNATED UTILITYEASEMENT FOR SANITARY SEWER, WATER MAIN, OR STORM SEWER THE USE OF THE PUE IS SUBORDINATE TO THE USE OF ADESIGNATED EASEMENT FOR SANITARY SEWER, WATER MAIN OR STORM SEWER PURPOSES. UTILITIES LOCATED IN THE PUETHAT ARE IN CONFLICT WITH THE USE OF A DESIGNATED EASEMENT FOR SANITARY SEWER, WATER MAIN OR STORM SEWERPURPOSE MUST RELOCATE WITHOUT EXPENSE TO THE OWNER OF THE SANITARY SEWER, WATER MAIN OR STORM SEWER. THEUSE OF THE PUE IS SUBORDINATE IN PERPETUITY INCLUDING ANY FUTURE USE OF THE EASEMENT DESIGNATED FOR SANITARYSEWER, WATER MAIN OR STORM SEWER PURPOSES.

8) ALL OF OUTLOTS 8A AND 9A WERE PREVIOUSLY DEDICATED TO SURFACE WATER FLOWAGE EASEMENTS IN URBAN HILLSPLAT 1, AS RECORDED IN DALLAS COUNTY RECORDS AT BOOK 2015, PAGE 17205.

9) ALL OF OUTLOTS 6A AND 7A ARE TO BE DEDICATED TO A SURFACE WATER FLOWAGE EASEMENT.

10) OUTLOT D TO BE DEDICATED TO THE CITY OF URBANDALE.

URBAN HILLS PLAT 2URBANDALE, IA

VICINITY MAP- NTS

50 1000 200

NORTH

(IN FEET)1 inch = 100' ft.

PROJECTAREA

MCCLURE ENGINEERING1360 NW 121ST STREETCLIVE, IA 50325(515) 964-1229CSMITH@MECRESULTS.COMATTN: CALEB SMITH

S 1/4 CORSEC. 11-79-26

FND 1/2" REBARW/YPC #ILLEG

PARCEL 17-165, AS RECORDED IN DALLAS COUNTY RECORDS AT BOOK 2017, PAGE 11927, BEING A PART OF PARCEL B, RECORDED INDALLAS COUNTY RECORDS IN BOOK 1999, ON PAGE 10153, BEING LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEASTQUARTER OF SECTION 11, TOWNSHIP 79 NORTH, RANGE 26TH OF THE 5TH P.M., CITY OF URBANDALE, DALLAS COUNTY, IOWA.

SHEETS 1-2

FRONT YARD SETBACK: 30 FEETSIDE YARD SETBACK: 8 FEETREAR YARD SETBACK: 30 FEET

DRAWING NO.

CHECKED BY

ENGINEER

SHEET NO.

FIELD BOOK NO.

DRAWN BY

REVISIONS

NOTICE:McClure Engineering Company waives any and all

responsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and the

engineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidance

with respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.

COPYRIGHT:Copyright and property rights in these documents are

expressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall be

made without obtaining prior written consent from McClureEngineering Company.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

/01 02

.

.

.

.

.

----J.DEWEY

C.CARLETONC.SMITH

07/21/2017

2213019

URBANDALE, IA

PLAT 2URBAN HILLS

FP-02

FND MAG NAIL

SE COR, SWSESEC. 11-79-26FND MAG NAIL

NE COR, NWSESEC. 11-79-26FND 1.2" REBAR W/YPC #11708

Curve Table

Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C26

Length

21.29

54.70

75.10

67.13

73.73

93.12

93.12

18.64

55.35

30.54

64.52

67.88

58.51

37.13

50.42

93.50

100.49

100.49

86.82

36.78

31.71

7.63

26.50

449.88

6.15

Radius

725.00

425.00

425.00

425.00

425.00

425.00

425.00

425.00

80.00

57.00

57.00

57.00

57.00

57.00

80.00

375.00

375.00

375.00

375.00

375.00

775.00

775.00

750.00

400.00

80.00

Delta

1° 40' 56"

7° 22' 27"

10° 07' 29"

9° 03' 01"

9° 56' 23"

12° 33' 15"

12° 33' 15"

2° 30' 45"

39° 38' 26"

30° 41' 53"

64° 51' 33"

68° 14' 12"

58° 48' 32"

37° 19' 33"

36° 06' 38"

14° 17' 10"

15° 21' 14"

15° 21' 14"

13° 15' 55"

5° 37' 12"

2° 20' 40"

0° 33' 51"

2° 01' 28"

64° 26' 27"

4° 24' 28"

CHD B

N78°23'53"W

N81°14'39"W

N89°59'37"W

S80°25'08"W

S70°55'26"W

S59°40'36"W

S47°07'21"W

S39°35'22"W

S58°09'13"W

S62°37'29"W

S14°50'46"W

S51°42'07"E

N64°46'31"E

N16°42'29"E

N16°06'01"E

N45°42'24"E

N60°31'36"E

N75°52'50"E

S89°48'35"E

S80°22'01"E

N78°43'46"W

N80°11'01"W

N78°34'10"W

S70°13'21"W

N36°21'35"E

CHD L

21.28

54.66

75.00

67.06

73.64

92.94

92.94

18.63

54.25

30.18

61.13

63.94

55.97

36.48

49.59

93.26

100.19

100.19

86.63

36.77

31.71

7.63

26.50

426.54

6.15

148.24'

N34°48'56"E 74.84' N03°12'58"E 96.76'

N38°01'24"E 105.52'

N47°06'34"E 130.54'

354.2

1'

140.0

2'

171.9

7'

174.55'

172.00'

140.00'

N22°00'13"W66.41'

N48°01

'00"W

194.4

7'

S04°10'47"W 194.84'

S51°5

9'53"E

142.7

1'

S51°5

9'53"E

174.5

8'S37°09'01"E 176.65'

S21°47'47"E 163.41'

S06°26'33"E 161.73'

S00°35'30"W 160.19'N00°35'30"E 190.92'

N00°35'30"E 191.69'

N14°06'23"W 210.42'

N24°03'09"W 251.20'

202.75'

259

.54'

184

.47'

120

.70'

119

.40'

75.

00'

75.

00'

N25°16'22"E 107.94'

N74°11'37"E56.78'

75.

01'

S00°35'30"W 146.26'

N17°35'01"W31.00'

WA

LNUT MEADOW

S COURT

30' EXISTING SANITARYSEWER EASEMENT(BK 2006, PG 16623)

100' EXISTING OVERHEADELECTRIC, STORM SEWER,

AND SWF EASEEMENT

C24

C23

S38°00'07"W 85.09'

105

.72'

284

.81'

N89°

53'52

"E 3

90.5

4'

C21 C22

20' SANITARY SEWER &STORM SEWER EASEMENT

30' FRONTSETBACK

8' SIDESETBACK

40' SANITARY SEWER, STORMSEWER, & SWF EASEMENT

50' REARSETBACK

20' SIDESETBACK

20'

20'

8' SIDESETBACK

163RD STREET

GOLDENROD DRIVE

11,514 SFLOT 16

18,613 SFLOT 8

35,854 SFOUTLOT 9A

12,455 SFLOT 15

16,317 SFLOT 7

12,868 SFLOT 14

18,944 SFLOT 6

13,286 SFLOT 13

13,575 SFLOT 12

12,740 SFLOT 11

36,677 SFOUTLOT 7A

25,965 SFLOT 10

52,828 SFOUTLOT 8A

35,819 SFLOT A

23,935 SFLOT 9

36,908 SFLOT 5

14,703 SFLOT 1

14,265 SFLOT 2

18,418 SFLOT 3

21,419 SFLOT 4

41,026 SFOUTLOT 6A

C1C2

C3

C4C5

C6

C7

C8

C9C10

C11C12

C13

C14C15

C16

C17

C18

C19

C20

30' EXISTING SANITARYSEWER EASEMENT(BK 2015, PG 17203)

S89°

24'30

"E 9

89.9

7'

66.

83'

53.98'

80.00'

41.31'

30' REARSETBACK

20' EXISTING STORMSEWER EASEMENT(BK 2015, PG 17204)

50'ROW

50' LANDSCAPEBUFFER EASEMENT

25'

10'

10' P.U.E &GAS EASEMENT

10' P.U.E &GAS EASMENT

5' WATEREASEMENT

56.31'

N00°35'30"E 253.50'

URBAN HILLS PLAT 1(BK 2015, PG 19701)

274,251 SFOUTLOT D

S89°

24'30

"E 3

78.3

3'

10' EXISTINGSWF EASEMENT(BK 2015, 17205)

N36°36'01"W 346.55'

N49°09

'16"W

526.1

8'

N51°59

'53"W

432.6

8'

432.6

8'

S72°24'59"W 288.24'

16204

16208

16212

16216

16220

16224

16228

1623216231

16227

16215

16211

16207

16203

16200

10' P.U.E &GAS EASEMENT

16221

N11°36'47"E 137.41'

S02°25'50"E72.58'

S08°36'55"E 210.63'

62.40' 52.97'

N26°53'18"W 181.26'

N26°34'35"W 323.29'

N31°14'31"W17.81'

N06°52'10"W 220.30'N14°21'13"W115.37'

S89°

19'49

"E 4

51.5

0'

S00°06'08"E 1208.21'

N47°03'27"E110.29'

N38°05'26"E121.31'

N89°47'38"E141.84'

C26

GO

LDENROD DRIVE

25.37' 25.37'

SWFEASEMENT

S36°36'01"E40.74'

N89°

24'30

"W 5

36.6

3'

N00°35'30"E15.00'

S89°

24'30

"E 4

88.9

9'

N53°23'59"E28.88'

N64°

42'05

"W 20

2.08'

S64°42'05"E44.82'

S25°17'55"W20.00'

S64°

42'05

"E 19

4.48'

S26°05'04"W20.00'

S64°42'05"E35.75'

20' STORM SEWEREASEMENT

30' REARSETBACK

LOT 4

LOT 3

LOT 5

LOT 6

LOT 7

LOT 8

LOT 9

OUTLOT 9A

LOT 15LOT 16

LOT 17

LOT 18

LOT 19LOT 1 LOT 2

LOT 14LOT 13

LOT 12

LOT 11

OUTLOT 11A

OUTLOT 10A

LOT 10

87.55'

132.74'

155

.86'

S89°19'49"E24.77'

WAT

ERFO

RD R

OAD

10' P.U.E. &GAS EASEMENT

5' WATEREASEMENT

OUTLOT 8A, 9AEXISTING SURFACE WATER

FLOWAGE EASEMENT(BK 2015, PG 17205)

OUTLOT 6A, 7ASURFACE WATER

FLOWAGE EASEMENT

N00°35'30"E50.00'

N04°10'47"E17.01'

S89°53'52"W20.06'

S48°01'00"E25.31'

40' SANITARY SEWER,STORM, & SWF EASEMENT

SANITARY SEWER &STORM SEWER EASEMENT

S89°19'49"E23.22'

N64°

42'05

"W 88

.44'

60'R.O.W.

50' EXISTING PERMANENTCONSTRUCTION EASEMENT

(BK 2017, PG 11927)

(IN FEET)

12060300

1 inch = 60 ft.

NORTH

DRAWING NO.

CHECKED BY

ENGINEER

SHEET NO.

FIELD BOOK NO.

DRAWN BY

REVISIONS

NOTICE:McClure Engineering Company waives any and all

responsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and the

engineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidance

with respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.

COPYRIGHT:Copyright and property rights in these documents are

expressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall be

made without obtaining prior written consent from McClureEngineering Company.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

/02 02

.

.

.

.

.

----J.DEWEY

C.CARLETONC.SMITH

07/21/2017

2213019

URBANDALE, IA

PLAT 2URBAN HILLS

FP-02

1) THE 50 FOOT PROPOSED LANDSCAPE BUFFER EASEMENT RESIDES IN LOT 1THRU LOT 5, OUTLOT 6A AND OUTLOT 7A.