COTTONWOOD DR

INDIAN RIDGE DR

UTE

AVE

PRAIRIE BLUFF DR

WOO

DLAN

D CT

INDIAN RIDGE DR

WILD

WOO

D CT

WES

TWIN

D CT

SITEBENCHMARK

80

SITE

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

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

LENGTH

39.05

122.63

294.76

108.20

43.00

46.97

26.63

42.83

58.12

58.12

58.12

42.83

26.63

17.57

64.03

34.24

100.80

96.59

8.17

134.06

42.55

143.28

102.63

41.96

26.63

42.85

58.15

58.15

58.12

42.75

26.63

57.50

85.61

99.12

89.61

40.53

135.19

133.93

41.42

76.83

39.10

8.27

97.05

98.92

98.92

26.84

27.33

RADIUS

25.00

965.14

835.00

835.00

25.00

220.00

34.50

55.50

55.50

55.50

55.50

55.50

34.50

280.00

280.00

25.00

835.00

835.00

835.00

665.00

25.00

440.00

440.00

440.00

34.50

55.50

55.50

55.50

55.50

55.50

34.50

500.00

500.00

500.00

500.00

25.00

665.00

665.00

25.00

530.00

530.00

770.00

770.00

770.00

770.00

770.00

34.50

CHORD

35.20

122.55

293.23

108.12

37.89

46.88

25.97

41.78

55.50

55.50

55.50

41.78

25.97

17.57

63.89

31.62

100.74

96.53

8.17

133.83

37.60

142.64

102.40

41.94

25.97

41.79

55.53

55.53

55.50

41.70

25.97

57.47

85.51

98.95

89.49

36.24

134.96

133.71

36.84

76.76

39.09

8.27

96.99

98.85

98.85

26.84

26.62

BEARING

N45°14'55.07"E

S86°23'20.91"E

S87°08'18.87"W

S73°18'48.55"W

S61°07'13.92"E

S05°43'32.93"E

S22°30'03.65"W

N22°30'06.51"E

N29°36'28.14"W

N89°36'32.43"W

S30°23'23.29"W

S21°43'11.36"E

N21°43'08.51"W

S01°24'24.10"E

S09°45'18.74"E

N22°55'35.52"E

S58°42'02.25"W

S51°55'42.27"W

S48°20'03.78"W

N53°49'45.43"E

S71°38'22.09"E

S13°33'17.41"E

S02°27'21.43"W

S11°52'12.60"W

S36°42'43.89"W

N36°42'18.50"E

N15°25'44.27"W

N75°27'42.87"W

S44°31'12.11"W

S07°32'59.98"E

N07°30'28.27"W

S11°18'28.16"W

S03°06'29.97"W

S07°28'32.89"E

S18°17'21.58"E

N23°01'27.11"E

N75°17'46.54"E

N86°53'24.04"E

S39°52'30.96"E

N03°26'12.59"E

N02°49'46.13"W

S04°38'08.70"E

S00°43'02.59"E

S06°34'25.09"W

S13°56'03.25"W

S18°36'47.25"W

S42°18'33.00"W

DELTA

89°30'10"

7°16'49"

20°13'33"

7°25'28"

98°33'23"

12°13'59"

44°13'12"

44°13'06"

60°00'03"

60°00'06"

60°00'03"

44°13'06"

44°13'12"

3°35'43"

13°06'06"

78°27'54"

6°55'01"

6°37'39"

0°33'38"

11°33'01"

97°30'44"

18°39'26"

13°21'52"

5°27'50"

44°13'12"

44°14'03"

60°02'03"

60°01'55"

60°00'15"

44°08'09"

44°13'12"

6°35'19"

9°48'37"

11°21'29"

10°16'09"

92°53'46"

11°38'53"

11°32'22"

94°55'48"

8°18'21"

4°13'37"

0°36'55"

7°13'17"

7°21'38"

7°21'38"

1°59'50"

45°23'42"

CURVE TABLE

CURVE

C48

C49

C50

C51

C52

C53

C54

C55

C56

C57

C58

C59

C60

C61

C62

C63

C64

C65

C66

C67

C68

C69

C70

C71

C72

C73

C74

C75

C76

C77

C78

C79

C80

C81

C82

C83

C84

C85

C86

C87

C88

C89

C90

C91

C92

C93

C94

LENGTH

42.65

61.41

54.83

58.12

43.00

26.01

30.04

86.52

85.51

85.51

70.70

5.25

97.56

41.42

136.34

76.36

76.36

76.36

76.36

76.36

76.36

76.36

81.57

37.79

83.14

86.53

37.12

160.24

656.87

131.49

39.49

127.06

441.11

245.81

202.54

402.65

235.61

123.69

321.02

84.84

361.93

109.37

108.46

114.53

106.48

114.44

30.27

RADIUS

55.50

55.50

55.50

55.50

55.50

34.50

830.00

830.00

830.00

830.00

830.00

470.00

470.00

25.00

665.00

735.00

735.00

735.00

735.00

735.00

735.00

735.00

735.00

25.00

1470.00

1530.00

25.00

735.00

765.00

1035.00

25.00

1000.00

800.00

800.00

700.00

700.00

700.00

250.00

470.00

1500.00

800.00

500.00

835.00

665.00

735.00

665.00

665.00

CHORD

41.61

58.32

52.63

55.50

41.93

25.40

30.04

86.48

85.48

85.48

70.67

5.25

97.39

36.84

136.10

76.33

76.33

76.33

76.33

76.33

76.33

76.33

81.53

34.30

83.13

86.52

33.80

159.93

636.88

131.41

35.51

126.98

435.54

244.85

201.83

397.12

234.50

122.43

314.82

84.83

358.85

109.15

108.38

114.39

106.39

114.30

30.27

BEARING

N42°59'31.78"E

N10°43'12.94"W

N70°43'12.94"W

S50°58'39.73"W

S01°13'01.76"E

N01°48'42.06"W

S18°45'06.87"W

S14°43'44.47"W

S08°47'28.85"W

S02°53'17.91"W

S02°30'11.89"E

N04°37'24.62"W

N01°38'34.95"E

N55°03'16.82"E

S71°36'25.00"E

S66°06'05.81"E

S72°03'15.92"E

S78°00'26.03"E

S83°57'36.14"E

S89°54'46.25"E

N84°08'03.64"E

N78°10'53.53"E

N72°01'33.04"E

N67°50'29.23"W

N22°54'43.98"W

N22°54'43.98"W

S18°00'18.50"W

N54°17'59.71"E

S72°39'10.07"W

S86°23'17.30"E

N44°45'05.38"W

S86°23'19.05"E

S81°27'19.29"W

S56°51'23.97"W

N56°20'35.38"E

N81°06'39.47"E

S72°46'03.91"E

S13°46'57.41"E

S04°57'54.55"E

N22°54'43.98"W

S08°01'01.76"W

N01°19'23.36"E

S65°52'48.75"W

N64°32'18.13"E

N64°41'46.13"E

S82°24'37.07"E

S64°25'45.73"E

DELTA

44°01'44"

63°23'45"

56°36'15"

60°00'00"

44°23'23"

43°12'02"

2°04'25"

5°58'20"

5°54'11"

5°54'11"

4°52'49"

0°38'23"

11°53'36"

94°55'48"

11°44'49"

5°57'10"

5°57'10"

5°57'10"

5°57'10"

5°57'10"

5°57'10"

5°57'10"

6°21'31"

86°37'05"

3°14'26"

3°14'26"

85°04'31"

12°29'30"

49°11'51"

7°16'45"

90°29'49"

7°16'49"

31°35'32"

17°36'18"

16°34'41"

32°57'27"

19°17'06"

28°20'50"

39°08'05"

3°14'26"

25°55'16"

12°31'59"

7°26'32"

9°52'04"

8°18'02"

9°51'36"

2°36'30"

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PROPERTY DESCRIPTION:A PORTION OF PARCEL " A" OF SECTIONS 7 AND 8 IN TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., WAUKEE, DALLASCOUNTY, IOWA AS SHOWN ON THE PLAT OF SURVEY RECORDED IN BOOK 2005 AT PAGE 2463, ALL MORE PARTICULARLYDESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LEONARD'S SUBDIVISION PLAT 2, AN OFFICIAL PLAT,WAUKEE, DALLAS COUNTY, IOWA AS SHOWN IN THE OFFICE OF THE DALLAS COUNTY RECORDER AT SLIDE #509B, SAID CORNERALSO BEING THE NORTHWEST CORNER OF THE NORTHEAST QUARTER (NE. 1/4) OF THE SOUTHEAST QUARTER (SE. 1/4) OFSECTION 7, TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5th P.M., WAUKEE, DALLAS COUNTY, IOWA; THENCE N84°02'50"E(BEARING ESTABLISHED WITH GPS IOWA STATE PLANE SOUTH) ALONG THE SOUTH LINE OF SAID LEONARD'S SUBDIVISION PLAT2 AND ALONG THE NORTH LINE OF THE NE. 1/4 OF THE SE. 1/4 IN SAID SECTION 7, A DISTANCE OF 879.81 FEET TO THE POINTOF BEGINNING; THENCE N84°02'50”E ALONG THE SOUTH LINE OF SAID LEONARD'S SUBDIVISION, A DISTANCE OF 439.95 FEETTO THE SOUTHEAST CORNER OF LEONARD'S SUBDIVISION PLAT 2 AND TO THE WEST LINE OF LOT 6 IN LEONARD'SSUBDIVISION, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA, AND TO THE WEST QUARTER CORNER OF SECTION 8,TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5th P.M., WAUKEE, DALLAS COUNTY, IOWA; THENCE S00°25'34"W ALONG THEWEST LINE OF SAID LOT 6 AND ALONG THE WEST LINE OF THE NORTHWEST QUARTER (NW. 1/4) OF THE SOUTHWEST QUARTER(SW. 1/4) OF SAID SECTION 8, A DISTANCE OF 124.21 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6; THENCE N83°46'43"EALONG THE SOUTH LINE OF SAID LOT 6, A DISTANCE OF 812.98 FEET TO THE NORTHWEST CORNER OF THE SOUTH 450 FEET OFTHE NORTH 579 FEET OF THE EAST 500 FEET OF THE NW. 1/4 OF THE SW. 1/4 OF SAID SECTION 8; THENCE S00°29'05"W ALONGTHE WEST LINE OF SAID SOUTH 450 FEET OF THE NORTH 579 FEET OF THE EAST 500 FEET, A DISTANCE OF 449.98 FEET TO THESOUTHWEST CORNER OF SAID SOUTH 450 FEET OF THE NORTH 579 FEET OF THE EAST 500 FEET; THENCE N83°38'51"E ALONGTHE SOUTH LINE OF SAID SOUTH 450 FEET OF THE NORTH 579 FEET OF THE EAST 500 FEET, A DISTANCE OF 500.00 FEET TO APOINT ON THE WEST LINE OF LOT A IN HUNSBERGER PROPRIETOR PLAT ONE, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY,IOWA AND TO THE EAST LINE OF THE NW. 1/4 OF THE SW. 1/4 OF SAID SECTION 8, SAID POINT BEING 238.92 FEET SOUTH OFTHE NORTHWEST CORNER OF SAID LOT A; THENCE S00°30'13"W ALONG THE EAST LINE OF THE NW. 1/4 OF THE SW. 1/4 OFSAID SECTION 8 AND ALONG THE WEST LINE OF SAID LOT A, A DISTANCE OF 736.10 FEET TO THE SOUTHEAST CORNER OF THENW. 1/4 OF THE SW. 1/4 OF SAID SECTION 8; THENCE S83°39'25"W ALONG THE SOUTH LINE OF THE NW. 1/4 OF THE SW. 1/4OF SAID SECTION 8, A DISTANCE OF 1311.53 FEET TO THE SOUTHEAST CORNER OF THE NE. 1/4 OF THE SE. 1/4 OF SAID SECTION7; THENCE S83°48'19"W ALONG THE SOUTH LINE OF THE NE. 1/4 OF THE SE. 1/4 OF SAID SECTION 7, A DISTANCE OF 556.77FEET; THENCE N06°10'42”W A DISTANCE OF 39.97 FEET; THENCE N20°55'19”E A DISTANCE OF 141.44 FEET; THENCEN66°56'31”W A DISTANCE OF 90.58 FEET; THENCE N26°52'29”E A DISTANCE OF 207.84 FEET; THENCE SOUTHEASTERLY ALONGA 665.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A DISTANCE OF 30.27 FEET, SAID CURVE HAVING A CHORD BEARINGOF S64°25'46”E AND A CHORD LENGTH OF 30.27 FEET; THENCE N14°34'55”E A DISTANCE OF 76.35 FEET; THENCE N01°45'57”WA DISTANCE OF 447.30 FEET; THENCE N14°33'50”E A DISTANCE OF 382.30 FEET; THENCE N79°03'47”W A DISTANCE OF 94.21FEET; THENCE N40°38'56”E A DISTANCE OF 49.62 FEET TO THE POINT OF BEGINNING.

SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OF RECORD.

SAID TRACT OF LAND CONTAINS 44.67 ACRES.

VICINITY MAPSCALE: 1" = 1500'

COPYRIGHT 2015 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATIONCONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESSWRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING ORDISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.

ABBREVIATIONS:AC ACRESPUE PUBLIC UTILITY EASEMENTTYP TYPICALN NORTHS SOUTHE EASTW WESTYPC YELLOW PLASTIC CAPMPE MIN PROTECTION ELEVATIONSF SQUARE FOOTAGE

LEGEND:

OWNER:PAINTED WOODS DEVELOPMENT LC2785 N ANKENY BLVD SUITE 22ANKENY, IA 50023

DEVELOPER:KIMBERLEY DEVELOPMENT2785 N ANKENY BLVD SUITE 22ANKENY, IA 50023PH: (515) 963-8335

ENGINEER/SURVEYOR:BISHOP ENGINEERINGATTN: DAVID BENTZ3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467

PROPERTY CORNER - FOUND AS NOTED

PROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775

SECTION CORNER - FOUND AS NOTED

CUT "X" IN PAVEMENT

ADDRESS

UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLICRECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL UTILITIES MUST BEASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHERANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.

GENERAL NOTES:1. LOTS "A" THROUGH "F" ARE STREET LOTS TO BE DEDICATED TO THE CITY

OF WAUKEE.2. OUTLOT "X" IS PARKLAND TO BE OWNED AND MAINTAINED BY THE HOME

OWNER'S ASSOCIATION FOR PAINTED WOODS WEST.3. OUTLOT "X" SHALL BE RESERVED AS A PUBLIC SANITARY SEWER, PUBLIC

STORM SEWER AND PRIVATE DETENTION EASEMENT.4. ALL EASEMENTS SHALL BE PUBLIC UNLESS OTHERWISE NOTED AS

PRIVATE.5. MAINTENANCE OF THE MONUMENT SIGNS AND THE LANDSCAPE BUFFER

SHALL BE THE RESPONSIBILITY OF THE HOME OWNER'S ASSOCIATION.6. BEARINGS DERIVED FROM GPS AND STATE PLATE COORDINATE SYSTEM (

IOWA SOUTH)7. THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1' IN 10,000 FEET

AND EACH LOT WITHIN THIS PLAT HAS AN ERROR OF CLOSURE OF LESSTHAN 1' IN 5,000 FEET.

8. ALL LOT CORNERS HAVE BEEN SET WITH A 3/4" IRON PIPE WITH A YELLOWPLASTIC CAP ID # 14775 OR AS NOTED.

9. SPOT GRADES NOTED ON THIS PLAN ARE FOR REFERENCE ONLY. SEECONSTRUCTION DRAWINGS ON FILE AT CITY HALL FOR COMPLETEGRADING INFORMATION.

ZONING:OUTLOT 'Y': C-1AALL OTHER LOTS: R-2 ONE FAMILY RESIDENTIAL DISTRICT

BULK REGULATIONS:MINIMUM LOT SIZE: 8,000 SFMINIMUM LOT WIDTH: 65'FRONT YARD SETBACK: 30'REAR YARD SETBACK: 30'TOTAL SIDE YARD SETBACK: 15' (7' MIN PER SIDE)MAXIMUM HEIGHT = 40'

BENCHMARKS:ARROW ON HYDRANT LOCATED AT NORTHWEST CORNER 3062 COTTONWOOD DRIVEELEVATION = 993.18 (USGS DATUM)

PRELIMINARY

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MINIMUM PROTECTION ELEVATION NOTES:1. MINIMUM PROTECTION ELEVATIONS (MPE) ARE FOR REFERENCE ONLY. ALL LOTS,

WITH OR WITHOUT MPE'S, SHALL BE REVIEWED FOR CONFORMANCE WITH THESTORMWATER MANAGEMENT PLAN AND GRADING PLAN.

2. THE HOME BUILDER SHALL ENSURE ALL DRAINAGE SWALES ARE MAINTAINED AND/ORPROTECTED AS DESIGNED DURING HOME CONSTRUCTION AS INTENDED IN THEORIGINAL DESIGN AND APPROVED BY THE CITY.

3. HOME BUILDERS SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE AWAYFROM HOUSE AND THAT ALL DRAINAGE SWALES AROUND HOUSE ARE SIZED TOCONVEY THE 100-YEAR STORM EVENT.

4. LOTS WITH MPE'S NOTED WITH AN ASTERISK (*) DRAIN FROM REAR TO FRONT. HOMEBUILDER SHALL BE RESPONSIBLE FOR THE CONVEYANCE OF ALL STORM WATERACROSS SUBJECT LOT. DRAINAGE SHALL BE CONVEYED AROUND THE SIDES OF THEHOUSE AND TO THE STREET.

5. MPE'S LISTED DO NOT ACCOUNT FOR DRAINAGE THROUGH SIDE YARDS INCLUDINGTHE OVERTOPPING OF STREET LOW POINTS. THE HOME BUILDER SHALL BERESPONSIBLE FOR GRADING THE SIDE YARD TO ACCOUNT FOR THE VARYING DEPTHOF FLOW AND ENSURING FLOOD PROTECTION AND POSITIVE DRAINAGE AWAY FROMTHE HOUSE.

6. MPE'S PROVIDED ARE BASED ON PROPOSED CONTOURS AND NOT ACTUAL AS-BUILTGRADES. HOME BUILDERS MUST ADJUST MPE'S ACCORDINGLY AND GRADE LOT TOHAVE POSITIVE DRAINAGE TO PROPERTY LINES AND PUBLIC WAYS.

7. LOTS LEFT LOW ON GRADING PLAN ARE INTENDED FOR BASEMENT DIRT TO BE USEDAS FILL AROUND HOUSE TO ASSURE POSITIVE DRAINAGE AWAY FROM HOUSE.

8. MPE'S LISTED DO NOT ACCOUNT FOR DEPTH OF SANITARY SERVICE. THE HOMEBUILDER SHALL BE RESPONSIBLE FOR VERIFYING THE DEPTH OF THE SERVICES ANDSET THE BASEMENT ELEVATION ACCORDINGLY.

9. LOTS WITH MULTIPLE MPE'S ARE NOTED WITH THE DIRECTION THE MPE APPLIES INBRACKETS. FOR EXAMPLE [N] APPLIES TO THE NORTH SIDE OF THE LOT AND [S]APPLIES TO THE SOUTH SIDE OF THE LOT.

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04/13/16 - 1st SUB5/19/16 2nd SUB FOR P&Z

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PROPERTY DESCRIPTION:A PORTION OF PARCEL " A" OF SECTIONS 7 AND 8 IN TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., WAUKEE, DALLASCOUNTY, IOWA, AS SHOWN ON THE PLAT OF SURVEY RECORDED IN BOOK 2005 AT PAGE 2463, ALL MORE PARTICULARLYDESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LEONARD'S SUBDIVISION PLAT 2, AN OFFICIAL PLAT,WAUKEE, DALLAS COUNTY, IOWA AS SHOWN IN THE OFFICE OF THE DALLAS COUNTY RECORDER AT SLIDE #509B, SAID CORNERALSO BEING THE NORTHWEST CORNER OF THE NORTHEAST QUARTER (NE. 1/4) OF THE SOUTHEAST QUARTER (SE. 1/4) OF SAIDSECTION 7; THENCE N84°02'50"E (BEARING ESTABLISHED WITH GPS IOWA STATE PLANE SOUTH) ALONG THE SOUTH LINE OFSAID LEONARD'S SUBDIVISION PLAT 2 AND ALONG THE NORTH LINE OF THE NE. 1/4 OF THE SE. 1/4 IN SAID SECTION 7, ADISTANCE OF 533.44 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N84°02'50”E ALONG THE SOUTH LINE OF SAIDLEONARD'S SUBDIVISION PLAT 2, A DISTANCE OF 346.37 FEET TO THE NORTHWEST CORNER OF PAINTED WOODS WEST PLAT1; AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA; THENCE S40°38'56"W ALONG THE WEST LINE OF SAID PAINTEDWOODS WEST PLAT 1, A DISTANCE OF 49.62 FEET; THENCE S79°03'47"E ALONG SAID WEST LINE, A DISTANCE OF 94.21 FEET;THENCE S14°33'50"W ALONG SAID WEST LINE, A DISTANCE OF 382.30 FEET; THENCE S01°45'57"E ALONG SAID WEST LINE, ADISTANCE OF 447.30 FEET; THENCE S14°34'55"W ALONG SAID WEST LINE, A DISTANCE OF 76.35 FEET; THENCENORTHWESTERLY ALONG SAID WEST LINE AND ALONG A 665.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A DISTANCEOF 30.27 FEET, SAID CURVE HAVING A CHORD BEARING OF N64°25'46”W AND A CHORD LENGTH OF 30.27 FEET; THENCES26°52'29”W ALONG SAID WEST LINE, A DISTANCE OF 207.84 FEET; THENCE S66°56'31”E ALONG SAID WEST LINE, A DISTANCEOF 90.58 FEET; THENCE S20°55'19”W ALONG SAID WEST LINE, A DISTANCE OF 141.44 FEET; THENCE S06°10'42”E ALONG SAIDWEST LINE, A DISTANCE OF 39.97 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OFSAID SECTION 7; THENCE S83°48'19”W ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTEROF SAID SECTION 7, A DISTANCE OF 762.84 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THESOUTHEAST QUARTER OF SAID SECTION 7; THENCE S83°54'44"W ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OFTHE SOUTHEAST QUARTER OF SAID SECTION 7, A DISTANCE OF 125.39 FEET; THENCE N06°10'42"W, A DISTANCE OF 327.80FEET; THENCE N83°49'18"E, A DISTANCE OF 581.00 FEET; THENCE N89°20'25"E, A DISTANCE OF 70.13 FEET; THENCEN04°08'48"E, A DISTANCE OF 195.00 FEET; THENCE SOUTHEASTERLY ALONG A 735.00 FOOT RADIUS CURVE CONCAVESOUTHERLY, A DISTANCE OF 20.12 FEET, SAID CURVE HAVING A CHORD BEARING OF S85°04'08"E AND A CHORD LENGTH OF20.12 FEET; THENCE N06°10'42"W, A DISTANCE OF 197.30 FEET; THENCE N01°20'45"W, A DISTANCE OF 154.83 FEET; THENCEN05°20'21"E, A DISTANCE OF 454.90 FEET TO THE POINT OF BEGINNING.

SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OF RECORD.

SAID TRACT OF LAND CONTAINS 14.97 ACRES MORE OR LESS.

ABBREVIATIONS:AC ACRESPUE PUBLIC UTILITY EASEMENTTYP TYPICALN NORTHS SOUTHE EASTW WESTYPC YELLOW PLASTIC CAPMPE MIN PROTECTION ELEVATIONSF SQUARE FOOTAGE

PROPERTY CORNER - FOUND AS NOTED

PROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775

SECTION CORNER - FOUND AS NOTED

CUT "X" IN PAVEMENT

ADDRESS

GENERAL NOTES:1. LOTS "A" THROUGH "C" ARE STREET LOTS TO BE DEDICATED TO THE CITY OF WAUKEE.2. ALL EASEMENTS SHALL BE PUBLIC UNLESS OTHERWISE NOTED AS PRIVATE.3. BEARINGS DERIVED FROM GPS OBSERVATIONS USING THE STATE PLANE COORDINATE SYSTEM ( NAD83 - IOWA SOUTH)4. THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1' IN 10,000 FEET AND EACH LOT WITHIN THIS PLAT HAS AN ERROR OF

CLOSURE OF LESS THAN 1' IN 5,000 FEET.5. ALL LOT CORNERS HAVE BEEN SET WITH A 3/4" IRON PIPE WITH A YELLOW PLASTIC CAP ID # 14775 OR AS NOTED.6. SPOT GRADES NOTED ON THIS PLAN ARE FOR REFERENCE ONLY. SEE CONSTRUCTION DRAWINGS ON FILE AT CITY HALL FOR

COMPLETE GRADING INFORMATION.7. THE MINIMUM PROTECTION ELEVATIONS (MPE) AND SINGLE SPOT GRADE CALL OUTS ARE IN ACCORDANCE WITH THE STORM

WATER MANAGEMENT AND CONSTRUCTION PLANS. THE CITY OF WAUKEE REQUIRES MPE'S AND SPOT GRADES TO BE PLACEDON THE FINAL PLAT. THE SURVEYOR DOES NOT CERTIFY TO THOSE ELEVATIONS SHOWN ON THE PLAT.

MINIMUM PROTECTION ELEVATION NOTES:1. MINIMUM PROTECTION ELEVATIONS (MPE) ARE FOR REFERENCE ONLY.

ALL LOTS, WITH OR WITHOUT MPE'S, SHALL BE REVIEWED FORCONFORMANCE WITH THE STORMWATER MANAGEMENT PLAN ANDGRADING PLAN.

2. THE HOME BUILDER SHALL ENSURE ALL DRAINAGE SWALES AREMAINTAINED AND/OR PROTECTED AS DESIGNED DURING HOMECONSTRUCTION AS INTENDED IN THE ORIGINAL DESIGN AND APPROVEDBY THE CITY.

3. HOME BUILDERS SHALL BE RESPONSIBLE FOR ENSURING POSITIVEDRAINAGE AWAY FROM HOUSE AND THAT ALL DRAINAGE SWALESAROUND HOUSE ARE SIZED TO CONVEY THE 100-YEAR STORM EVENT.

4. LOTS WITH MPE'S NOTED WITH AN ASTERISK (*) DRAIN FROM REAR TOFRONT. HOME BUILDER SHALL BE RESPONSIBLE FOR THE CONVEYANCEOF ALL STORM WATER ACROSS SUBJECT LOT. DRAINAGE SHALL BECONVEYED AROUND THE SIDES OF THE HOUSE AND TO THE STREET.

5. MPE'S LISTED DO NOT ACCOUNT FOR DRAINAGE THROUGH SIDE YARDSINCLUDING THE OVERTOPPING OF STREET LOW POINTS. THE HOMEBUILDER SHALL BE RESPONSIBLE FOR GRADING THE SIDE YARD TOACCOUNT FOR THE VARYING DEPTH OF FLOW AND ENSURING FLOODPROTECTION AND POSITIVE DRAINAGE AWAY FROM THE HOUSE.

6. MPE'S PROVIDED ARE BASED ON PROPOSED CONTOURS AND NOTACTUAL AS-BUILT GRADES. HOME BUILDERS MUST ADJUST MPE'SACCORDINGLY AND GRADE LOT TO HAVE POSITIVE DRAINAGE TOPROPERTY LINES AND PUBLIC WAYS.

7. LOTS LEFT LOW ON GRADING PLAN ARE INTENDED FOR BASEMENT DIRTTO BE USED AS FILL AROUND HOUSE TO ASSURE POSITIVE DRAINAGEAWAY FROM HOUSE.

8. MPE'S LISTED DO NOT ACCOUNT FOR DEPTH OF SANITARY SERVICE. THEHOME BUILDER SHALL BE RESPONSIBLE FOR VERIFYING THE DEPTH OFTHE SERVICES AND SET THE BASEMENT ELEVATION ACCORDINGLY.

9. LOTS WITH MULTIPLE MPE'S ARE NOTED WITH THE DIRECTION THE MPEAPPLIES IN BRACKETS. FOR EXAMPLE [N] APPLIES TO THE NORTH SIDE OFTHE LOT AND [S] APPLIES TO THE SOUTH SIDE OF THE LOT.

OWNER:PAINTED WOODS DEVELOPMENT LC2785 N ANKENY BLVD SUITE 22ANKENY, IA 50023

DEVELOPER:KIMBERLEY DEVELOPMENT2785 N ANKENY BLVD SUITE 22ANKENY, IA 50023PH: (515) 963-8335

ENGINEER/SURVEYOR:BISHOP ENGINEERINGATTN: DAVID BENTZ3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467

ZONING:R-2 ONE FAMILY RESIDENTIAL DISTRICT

BULK REGULATIONS:MINIMUM LOT SIZE: 8,000 SFMINIMUM LOT WIDTH: 65'FRONT YARD SETBACK: 30'REAR YARD SETBACK: 30'TOTAL SIDE YARD SETBACK: 15' (7' MIN PER SIDE)MAXIMUM HEIGHT = 40'

BENCHMARKS:ARROW ON HYDRANT LOCATED AT NORTHWEST CORNER3062 COTTONWOOD DRIVEELEVATION = 993.18 (USGS DATUM)

LEGEND:

COPYRIGHT 2016 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTEDWITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USEARE PROHIBITED BY COPYRIGHT LAW.

UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANYADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BEPRESENT.

VICINITY MAPSCALE: 1" = 1500'

PRELIMINARY PRELIMINARY