AGENDA ITEM:

CITY OF WAUKEE, IOWA

CITY COUNCIL MEETING COMMUNICATION

MEETING DATE: April 16, 2018

AGENDA ITEM: Consideration of approval of a resolution approving a revised preliminary plat

for Bluestem Plat 2.

FORMAT: Resolution

SYNOPSIS INCLUDING PRO & CON: Jerry’s Homes, Inc., request approval of a revised

preliminary plat for 23.18 acres of property located south of SE Tallgrass

Lane and east of SE L.A. Grant Parkway. The plat consists of 63 lots intended

for single family residential development. The plat indicates that lots will

range in size from 8,040 square feet to 27,002 square feet, with lot widths

ranging from 65 feet to 135 feet. As part of the public improvements

extensions of SE Esker Ridge Drive and SE Bluestem Drive, along with two

other street will occur in addition to the extensions of public utilities.

FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:

COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission

reviewed this request on April 10, 2018, and recommended approval subject to remaining

staff comments.

Approval of a Preliminary Plat for Bluestem Plat 2

City Planner, Melissa DeBoer, introduced the request for a preliminary plat located east of SE LA

Grant Parkway and north of Ashworth Road, containing about 23 acres. The property is zoned R-2,

One and Two Family Residential. Ms. DeBoer explained that this property had been approved for a

preliminary plat in 2014, but since then the ownership has changed and a new preliminary plat has

been proposed. The original layout included 54 single family lots and this revised layout identifies 63

single family lots. In addition to the change in number of lots, one less street will be continued to the

east than what was originally proposed.

Ms. DeBoer discussed lot sizes and explained that all lots meet the requirements of the R-2 zoning

district. In addition, all utilities will be extended to this plat. Parkland dedication has been satisfied

through previously dedicated parkland within the Stone Prairie development, located on the west side

of SE LA Grant Parkway. Ms. DeBoer explained that all proposed lots meet the minimum

requirements of the Zoning Ordinance and the use of the property is consistent with the Neighborhood

Residential classification in the Comprehensive Plan. Staff recommended approval of the preliminary

plat for Bluestem Plat 2, subject to any remaining staff comments.

Commissioner Tietz questioned if the lots backing to LA Grant Parkway would have

landscape buffered and if there would be a berm. Ms. DeBoer advised that there is a 25 foot

landscape buffer easement on those lots, and a slight berm, around 3 feet.

J11

Commissioner Broderick questioned if there were any concerns with access further east with

just the two streets, SE Tallgrass Lane and SE Esker Ridge Drive. He also questioned what the

distance was between the two streets. Ms. DeBoer advised there was approximately 1200 feet

between the two streets and staff did not see a concern with access to eastern developments.

Commissioner Tietz questioned if the applicant owned the parcel to the east, and if the

beginning cul-de-sac shown on the map would be included in the eastern development. Ms.

DeBoer advised that yes, the property owner was the same on both parcels, and that the

location in question would be involved with future eastern development.

Commissioner Broderick made a motion to approve the Preliminary Plat for Bluestem Plat 2.

Commissioner Ward seconded the motion. Ayes: Ward, Tietz, Broderick, and Martin. Nays: None.

Motion Carries.

STAFF REVIEW AND COMMENT: All staff comments have been addressed. Staff recommends

approval.

RECOMMENDATION: Approve the resolution.

ATTACHMENTS: I. Proposed Resolution

II. Staff Report

III. Preliminary Plat

PREPARED BY: Andy Kass, Senior Planner

REVIEWED BY:

THE CITY OF WAUKEE, IOWA

RESOLUTION 18-

APPROVING THE BLUESTEM PLAT 2 REVISED PRELIMINARY PLAT

IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA

WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal

Organization; AND,

WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended

approval of a revised Preliminary Plat for Bluestem Plat 2 on April 10, 2018, subject to

remaining staff comments; AND,

WHEREAS, the revised Preliminary Plat for Bluestem Plat 2 is in general conformance with

section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.

NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on

this the 16th day of April, 2018, that the revised Preliminary Plat for Bluestem Plat 2 be

approved.

____________________________

William F. Peard, Mayor

Attest:

___________________________________

Rebecca D. Schuett, City Clerk

RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN

Anna Bergman

R. Charles Bottenberg

Courtney Clarke

Shelly Hughes

Larry R. Lyon

PLANNING AND ZONING COMMISSION STAFF REPORT

PROJECT: Bluestem Plat 2 – Preliminary Plat PREPARED BY: Andy Kass AICP, Senior Planner

REPORT DATE: April 6, 2018

MEETING DATE: April 10, 2018

GENERAL INFORMATION

Applicant: Jerry’s Homes, Inc.

Owner:

Jerry’s Homes, Inc.

Owner’s Representative:

Caleb Smith, P.E. with McClure Engineering

Request: The applicant is requesting approval of a preliminary plat for a residential subdivision.

Location and Size: Property is generally located east of SE L.A. Grant Parkway, North of Ashworth Road intersection containing approximately 23.18 acres more or less.

AREA MAP

ABOVE LEFT: Aerial of Property identifying the proposed plat (outlined in BLUE).

April 6, 2018

2 of 3

LAND USES AND ZONING

Location Existing Land Use Comprehensive Plan Current Zoning

Property in Question

Vacant – Undeveloped

Neighborhood Residential

R-2 (One and Two Family Residential)

North Single Family Residential

Neighborhood Residential

R-2 (One & Two Family Residential)

South Single Family Residential

Neighborhood Residential

A-1 (Agricultural)

East Single Family Residential

Neighborhood Residential

R-2 (One & Two Family Residential)

West Timberline School / Soccer Fields

Neighborhood Residential

A-1 (Agricultural)

HISTORY The subject property is located east of SE L.A. Grant Parkway and north of Ashworth Road. In 2014, a preliminary plat for the property was approved by the City Council. Since then the ownership of the property has changed and the new owner has requested that a revised preliminary plat be considered for approval. The layout of the revised preliminary plat is very similar to that of what was approved in 2014. The main difference is that the number of lot proposed on the revised preliminary plat has increased. The original layout identified 54 single family lots and the revised layout identifies 63 single family lots. In addition to the change in number of lots, one less street will be continued to the east than what was originally proposed. PROJECT DESCRIPTION LOTS The preliminary plat identifies a total of 63 lots for single family residential development. The plat identifies the lots to be developed over the course of three phases beginning in the summer of 2018. The lots range in size from 8,040 square feet to 27,002 square feet. The proposed lot widths range from 65 feet to 135 feet, with most between 65 to 70 feet in width. All proposed lot widths and square footages meet the minimum requirements of the R-2 zoning district. Table 1 below summarizes the bulk regulations for the R-2 zoning district. Table 1: R-2 Zoning District Bulk Regulations

Category Standard R-2 (minimum) Lot Area 8,000 square feet

Lot Width 65 feet Front Yard Setback 30 feet Rear Yard Setback 30 feet Side Yard Setback 15 feet total (7 feet minimum)

Outlot Z is located on the south side of the development and will be used for storm water retention purposes. Outlot Z will be owned and maintained by the homeowners association.

April 6, 2018

3 of 3

STREETS AND TRAIL The preliminary plat identifies extensions of SE Esker Ridge Drive, SE Bluestem Drive, SE Clover Court, and SE Red Fern Drive. All planned streets will be public streets. SE Esker Ridge Drive will be 31 feet in width; all other streets will either be 26 or 29 feet in width. All lots will be accessed from the planned streets with the exception of Lot 33 which will be accessed directly off of SE L.A. Parkway. No trails are required to be constructed with this plat. Five foot sidewalks will be constructed along all proposed streets and along the lots that back-up to SE L.A. Grant Parkway. UTILITIES Utilities will be extended to service the proposed plat as part of the public improvements. Sanitary sewer service wil be provided by the lift station that was recently constructed on the south side of the plat. Water main will be extended from the north. Storm sewer will be provided throughout the plat and will route storm water to the pond which outlets to the south. PARKLAND The required amount of parkland for this development is 1.134 acres. The previous owner of the property satisfied the parkland dedication requirement for this plat with the approval of the final plat for Bluestem Plat 1. The previous owner dedicated a 2.5 acre parcel to the City that is located in the southwest corner of the Stone Prairie development on the west side of SE L.A. Grant Parkway. STAFF RECOMMENDATION All proposed lots meet the minimum requirements of the Zoning Ordinance and the use of the property is consistent with the Neighborhood Residential classification in the Comprehensive Plan. Staff recommends approval subject to remaining staff comments.

1

234

5

6

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9

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1213141516

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2425262728

29

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32

39

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44 45 46 47 49 50 51 52 54 55 56 57 58 59 60 61

LOT 'A'

OUTLOT 'Z'

14

13

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63

5348

42

38

37

36

35

34

33

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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.

McC

LURE

EN

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CO

MPA

NY

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

WAUKEE, IOWAPRELIMINARY PLATBLUESTEM PLAT 2

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

OWNER/APPLICANTJERRY'S HOMES INC.10430 NEW YORK AVE., SUITE CURBANDALE, IOWA 50322(515) 727-0356ATTN: JAY COWAN

ENGINEERMcCLURE ENGINEERING1360 NW 121ST STREETCLIVE, IOWA 50325(515) 964-1229ATTN: CALEB SMITHcsmith@mecresults.com

LEGAL DESCRIPTION

NORTH

DEVELOPMENT SCHEDULE

LAND COVER

ZONING

BULK REGULATIONS

PRINCIPAL USES

UTILITIES

PRINCIPAL PERMITTED USES ARE FOR SINGLE FAMILYRESIDENTIAL DEVELOPMENT.

WATER: CITY OF WAUKEESEWER: CITY OF WAUKEENATURAL GAS: CITY OF WAUKEEELECTRIC: MIDAMERICAN ENERGY COMPANYPHONE/CABLE: CENTURYLINK LOCAL NETWORK

MEDIACOM COMMUNICATIONS CORP

1-7

INDEX OF PLAN SHEETS

Sheet No.

Drawing No.

Sheet Title

1 GN-01 COVER SHEET

2 GN-02 GENERAL LAYOUT AND DIMENSION PLAN

3 GN-03 GENERAL LAYOUT AND DIMENSION PLAN

4 GR-01 GRADING PLAN

5 GR-02 GRADING PLAN

6 UT-01 UTILITY PLAN

7 UT-02 UTILITY PLAN

50 1000

GRAPHIC SCALE

200

SECTION, TOWNSHIP, RANGE004 - 078 - 026

BENCHMARKBM #100 BURN BOLT ON HYDRANT, FIRST HYDRANT ONSOUTH SIDE OF TALLGRASS.ELEV: 1025.61

PAVEMENTSE CLOVER COURT: 7" NON-REINFORCED PCCSE RED FERN DRIVE: 7" NON-REINFORCED PCCSE BLUESTEM DRIVE: 7" NON-REINFORCED PCCSE ESKER RIDGE DRIVE: 8" PCC WITH CD BASKETS

BEING A PART OF LOT 1 OF SNYDER CORNER, AN OFFICIAL PLAT, LOCATED IN THE WESTHALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 78NORTH, RANGE 26 WEST OF THE 5TH P.M., CITY OF WAUKEE, DALLAS COUNTY, IOWABEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE ALONG THE WESTLINE OF SAID LOT 1 S00°08'58”W, 310.54 FEET TO THE POINT OF BEGINNING; THENCEALONG SAID WEST LINE S00°08'39”W, 1644.23 FEET TO THE SOUTHWEST CORNER OFSAID LOT 1; THENCE ALONG THE SOUTH LINE OF SAID LOT 1 S89°49'37”E, 285.59 FEET;THENCE ALONG SAID SOUTH LINE N00°19'37”E, 76.62 FEET; THENCE ALONG SAIDSOUTH LINE N83°38'56”E, 330.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1;THENCE ALONG THE EAST LINE OF SAID LOT 1 N00°09'31”E, 1628.31 FEET; THENCEN89°53'39”W, 120.00 FEET; THENCE S00°08'53”W, 20.67 FEET; THENCE N89°50'35”W,180.00 FEET; THENCE S00°21'24”W, 40.89 FEET; THENCE S83°33'01”W, 316.07 FEET TOTHE POINT OF BEGINNING. DESCRIBED AREA CONTAINS 23.18 ACRES AND IS SUBJECT TOEASEMENTS AND RESTRICTIONS OF RECORD.

PARKLAND DEDICATIONREQUIRED: (# OF LOTS * 3 * 6 / 1000)= (62 * 3 * 6 / 1000)= 1.116 ACTHIS PARKLAND WAS DEDICATED AS PART OF THE STONE PRAIRIE DEVELOPMENT.

LANDSCAPINGREQUIRED: 2 OVERSTORY, 2 ORNAMENTAL 3 EVERGREEN PER 50 LF OF BUFFER

1106 LF BUFFER = 45 OVERSTORY, 45 ORNAMENTAL, 67 EVERGREEN

PROVIDED: 51 OVERSTORY, 54 ORNAMENTAL, 79 EVERGREEN

1. MINIMUM LOT AREA: 8,000 SF2. MINIMUM FLOOR AREA: 950 SF FOR SINGLE STORY

1,250 SF FOR TWO-STORY(MIN 600 SF FIRST FLOOR)

350 SF PER LEVEL FOR SPLIT LEVEL950 SF PER STORY FOR SPLIT FOYER

3. MINIMUM LOT WIDTH: 65 FT4. MINIMUM FRONT YARD: 30 FT5. MINIMUM SIDE YARDS: TOTAL OF 15 FT, MIN. OF 7 FT PER SIDE6. MINIMUM REAR YARD: 30 FT7. MAXIMUM HEIGHT: 40 FT FOR PRINCIPAL BUILDING

14 FT FOR ACCESSORY BUILDINGS8. MAXIMUM STORIES: 3 STORIES FOR PRINCIPAL BUILDINGS

1 STORY FOR ACCESSORY BUILDINGS

R-2 (ONE & TWO-FAMILY RESIDENTIAL DISTRICT)

GENERAL NOTESHOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THEDETENTION BASIN AND LANDSCAPE BUFFER.

GRADING: SUMMER 2018PRIVATE DETENTION & UTILITIES: SUMMER 2018PAVING FALL: 2018

IMPERVIOUS AREA: 88,091 SF (8.73%)OPEN AREA: 921,452 SF (91.27%)TOTAL AREA: 1,009,543 SF (100.0%)

CO

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TOP OF BERM: 1001.0

NORMAL POOL: 995.5

BOTTOM OF POND: 988.0

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29.0' B-B 60.0' ROW

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26.0'

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S00°08'39"W 1644.23'

S89°49'37"E

285.59'

N00°19'37"E

76.62'

N83°38'56"E

330.00'

N00°09'31"E 1628.31'

13,070 SF

41

80,793 SF

'OUTLOT Z'

12,948 SF

40

10,454 SF

39

10,657 SF

38

11,546 SF

45

8,325 SF

37

8,127 SF

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8,502 SF

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12,661 SF

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8,516 SF

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13,842 SF

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9,171 SF

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8,040 SF

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14,620 SF

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9,674 SF

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9,706 SF

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10,583 SF

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10,671 SF

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8,040 SF

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8,128 SF

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8,128 SF

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8,128 SF

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8,128 SF

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8,128 SF

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11,592 SF

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8,127 SF

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17,541 SF

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76.6'

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87.5'

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64.5

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149.6'

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149.1'

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148.6'

98.1'

147.9'

70.0'

131.0'

70.0'

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65.0'

131.0'

65.0'

21.6'

43.4

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130.0'

30.8'

34.2'

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125.9'

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155.1'

75.2'

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125.0'

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125.0'

155.1'

125.0'

155.1'

61.8'

125.0'

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61.8'

125.0'

155.1'

61.8'

125.0'

155.1'

65.0'

125.0'

155.1'

65.0'

155.1'

65.0'

155.1'

65.0'

155.1'

65.0'

155.1'

155.1'

65.0'65.0'

155.1'

155.1'

155.1'

155.1'

685.9'

148.7'14.6'

155.1'

135.1'

148.7'

135.0'

129.9'

333.1'

66.6'

92.9'

82.0'

105.0'

14.6'

92.9'

76.6'

685.9'

155.1'

155.1'

PH

AS

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PH

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61.8'

12,424 SF

10,366 SF

24

10,366 SF

16

22,333 SF

19

25,815 SF

21

14,601 SF

20

0.4'

69.6'

200.3'

34.2'

67.8'67.8'

67.0'

67.0'

87.5'

67.0'

87.5'

95.0'

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34.2'

95.0'

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65.0'

190,123 SF

LOT A

8,128 SF

48

8,040 SF

26

15,189 SF

23

20,268 SF

22

171.5'154.8'

65.0'65.0'

65.0'65.0'

65.0'65.0'

65.0' 65.0'

67.0'67.0' 62.5'

65.0'65.0' 65.0' 65.0'

85.8'67.0'

65.0'

81.8'65.0'

129.9'

EXISTING 43.0' TELEPHONE EASEMENT

BK:508 PG:505

BK:2005 PG: 21828

30' FRONT

SETBACK (TYP.)

30' FRONT

SETBACK (TYP.)

30' F

RO

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TB

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YP

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30' F

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30' R

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TB

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SETBACK (TYP.)

30' SANITARY

SEWER EASEMENT

35' R

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SETBACK (TYP.)

26.0' B-B

37.0'

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10' x 10' PUBLIC FACILITY

AND USE EASEMENTS

10.0' P.U.E.

60.0' ROW

R40.0'

30' REAR SETBACK (TYP.)

15' SANITARY SEWER EASEMENT (TYP.)

10.0' OVERLAND

FLOWAGE EASEMENT

10.0' SANITARY

SEWER EASEMENT

20.0' STORM

SEWER EASEMENT

7.5' SIDE SETBACK (TYP.)

7.5' SIDE SETBACK (TYP.)

35.0' TEMPORARY

CONSTRUCTION EASEMENT

7.5' S

ID

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30' R

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7.5' SIDE SETBACK (TYP.)

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EASEMENT

10.0' SNOW

EASEMENT

STORM SEWER

EASEMENT

20' x 10'

P.U.E.

20' x 10'

P.U.E.

20' x 10'

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20' x 10'

P.U.E.

R25.0'

R25.0'

R25.0'

R25.0'

R25.0'

R25.0'

20.0' STORM SEWER AND

OVERLAND FLOWAGE EASEMENT

20' x 10'

P.U.E.

20' x 10'

P.U.E.

20' x 10'

P.U.E.

20' x 10'

P.U.E.

R40.0'

R40.0'

R40.0'

20.0' STORM SEWER AND

OVERLAND FLOWAGE EASEMENT

10.0' SANITARY

SEWER EASEMENT

10.0' SANITARY

SEWER EASEMENT

30' x 40' STORM AND

SANITARY EASEMENT

40.0'

30.0'

STORM SEWER

EASEMENT

45.0' INGRESS /

EGRESS EASEMENT

25.0' LANDSCAPE

BUFFER EASEMENT

SE BLUESTEM DRIVE

(7" PCC)

SE LA GRANT PKWY

2GN-02

GENERAL LAYOUT

N:\C

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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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

NORTH

NOTE:

1) OUTLOT Z SHALL BE MAINTAINED BY BLUESTEM HOMEOWNERS ASSOCIATION.

2) 10' x 20' P.U.E. HAS BEEN ADDED AT EVERY OTHER LOT LINE FOR ELECTRICAL

BOXES. (14) P.U.E. BUMP OUTS HAVE BEEN ADDED.

3) SE ESKER RIDGE DRIVE SHALL HAVE A 37' PAVING WIDTH FOR 150' MEASURED

FROM THE CURB RETURN, THEN TAPER TO 31' PAVING AT 20:1.

4) EXISTING FARM FENCING THAT IS LOCATED WITHIN THIS PLAT WILL NEED TO

BE REMOVED.

5) LOT A, WHICH INCLUDES 10' OF ADDITIONAL ROW ALONG SE L.A. GRANT

PKWY, SHALL BE DEDICATED TO THE CITY.

LANDSCAPING INDEX

ORNAMENTAL

EVERGREEN

OVERSTORY

20 400

GRAPHIC SCALE

80

CO

CO

C

O

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

SE

T

ALLG

RA

SS

LA

NE

60.0'

ROW

26.0'

B-B

01

02

03

04

05

06

07

08

14

13

12

11

10

09

SE LA GRANT PKWY

N89°53'39"W

120.00'

S00°08'53"W

20.67'

N89°50'35"W

180.00'

N00°09'31"E 1628.31'

S00°21'24"W

40.89'

S83°33'01"W

316.07'

10,872 SF

1

8,040 SF

15

8,040 SF

14

8,040 SF

13

9,932 SF

2

8,440 SF

63

8,461 SF

62

8,551 SF

61

8,641 SF

60

8,754 SF

58

8,128 SF

51

8,128 SF

52

8,128 SF

53

8,128 SF

54

8,129 SF

55

128.9'

45.1'

127.4'

77.5'

126.2'

66.0'87.5'

244.0'

2

6

2

.

0

'

1

5

8

.5

'

1

6

4

.

2

'

1

9

1

.

5

'

6.4'

89.9'

169.8'

132.7'

87.5'67.0'

39.5'

70.0'

120.0'

120.0'

120.0'

27.5'

120.0'

67.0'87.5'

160.8'

1

8

3

.

7

'

1

6

0

.

2

'

1

6

2

.

0

'

125.0'

125.0'

125.1'

125.1'

125.1'

125.1'

70.0'

70.0'

53.1'

124.1'

70.0'

122.8'

121.5'

120.2'

9.0' 40.6'

PH

AS

E III

PH

AS

E II

8,278 SF

56

8,728 SF

59

8,754 SF

57

125.1'

125.1'

12,424 SF

17

15,208 SF

18

26,325 SF

7

10,366 SF 10,366 SF

16

22,333 SF

19

27,002 SF

6

18,968 SF

5

10,846 SF

4

8,371 SF

3

10,366 SF

12

13,264 SF

11

15,552 SF

10

23,722 SF

9

14,635 SF

8

14,601 SF

20

34.2'

87.5'87.5'

95.0'

3

9

.

3

'

2

0

.

9

'

2

1

.

7

'

52.8

'

4

1

.

4

'

41.4'

4

1

.

4

'

54.0

'

2

1

.

7

'

2

0

.

9

'

34.2'

95.0'

3

9

.

3

'

62.5' 67.0' 67.0'67.0' 62.5'

3

9

.

3

'

95.0'

34.2'

2

0

.

9

'

2

1

.

7

'

51.4

'

4

1

.

4

'

41.4'

4

1

.

4

'

48.7

'

2

8

.

4

'

2

0

.

9

'

29.5'

100.1'

3

8

.

8

'

63.0'

66.0'

77.5'

47.0'

40.1'

154.8'137.2'

138.4'155.1'

202.5'

46.7'

177.7'

71.9'

9.7'

40.9'

119.9'

60.0'

20.7'

120.0'

70.3'70.0'

70.0'70.0'70.0'

70.0'70.0'

66.2'65.0'

65.0'65.0'65.0'

65.0'

65.0' 65.0'65.0' 65.0' 65.0'

66.2' 70.0'70.0' 16.9'

30' FRONT

SETBACK (TYP.)

30' R

EA

R S

ET

BA

CK

(T

YP

.)

EXISTING 20.0' STORM

SEWER EASEMENT

EXISTING 20.0' STORM

SEWER EASEMENT

EXISTING 30.0' OVERLAND

FLOWAGE EASEMENT

EXISTING 10.0' P.U.E. AND

TRAIL EASEMENT

EXISTING 15.0'

OVERLAND FLOWAGE

EASEMENT

EXISTING 10.0'

P.U.E.

26.0'

B-B

SE BLUESTEM DRIVE

(7" PCC)

SE

R

ED

F

ER

N D

R.

(7" P

CC

)

SE

C

LO

VE

R C

OU

RT

(7" P

CC

)

50' FUTURE

HALF ROW

40' EXISTING

HALF ROW

10' ROW DEDICATION

60.0'

ROW

15' SANITARY SEWER EASEMENT (TYP.)

10.0' OVERLAND

FLOWAGE EASEMENT

30' R

EA

R S

ET

BA

CK

(T

YP

.)

30' REAR

SETBACK (TYP.)

OV

ER

LA

ND

F

LO

WA

GE

&

ST

OR

M S

EW

ER

E

AS

EM

EN

T

10.0' OVERLAND

FLOWAGE EASEMENT

30.0' STORM

SEWER EASEMENT

30' FRONT

SETBACK (TYP.)

30' REAR

SETBACK (TYP.)

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

30' REAR YARD

SETBACK (TYP.)

R25.0'

R25.0'

29.0' B-B

60.0' ROW

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

10.0' SNOW

EASEMENT

35.0' TEMPORARY

CONSTRUCTION EASEMENT

30' FRONT

SETBACK (TYP.)

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

7.5' S

ID

E S

ET

BA

CK

(T

YP

.)

10.0' SNOW

EASEMENT

R25.0'

R25.0'

20' x 10'

P.U.E.

20' x 10'

P.U.E.

20' x 10'

P.U.E.

R40.0'

R40.0'

R40.0'

20' x 10'

P.U.E.

20.0' STORM SEWER AND

OVERLAND FLOWAGE EASEMENT

R40.0' R40.0'

R40.0'

20' x 10'

P.U.E.

20' x 10'

P.U.E.

20' x 10'

P.U.E.

EXISTING 43.0' TELEPHONE EASEMENT

BK: 508 PG: 505

20.0' STORM SEWER AND

OVERLAND FLOWAGE EASEMENT

25.0' LANDSCAPE

BUFFER EASEMENT

3GN-03

GENERAL LAYOUT

N:\C

3D

P

rojects\W

AK

2211013\D

wg\D

esign\P

lans\P

relim

P

lat\G

N-02.dw

g

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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

NORTH

NOTE:

1) OUTLOT Z SHALL BE MAINTAINED BY BLUESTEM HOMEOWNERS ASSOCIATION.

2) 10' x 20' P.U.E. HAS BEEN ADDED AT EVERY OTHER LOT LINE FOR ELECTRICAL

BOXES. (14) P.U.E. BUMP OUTS HAVE BEEN ADDED.

3) SE ESKER RIDGE DRIVE SHALL HAVE A 37' PAVING WIDTH FOR 150' MEASURED

FROM THE CURB RETURN, THEN TAPER TO 31' PAVING AT 20:1.

4) EXISTING FARM FENCING THAT IS LOCATED WITHIN THIS PLAT WILL NEED TO

BE REMOVED.

5) LOT A, WHICH INCLUDES 10' OF ADDITIONAL ROW ALONG SE L.A. GRANT

PKWY, SHALL BE DEDICATED TO THE CITY.

LANDSCAPING INDEX

ORNAMENTAL

EVERGREEN

OVERSTORY

20 400

GRAPHIC SCALE

80

20

21

22

23

24

25262728

29

30

31

32

39

40

41

43

44 45

4647 49 50 51 52

LOT 'A'

OUTLOT 'Z'

48

42

38

37

36

35

34

33

PH

AS

E I

PH

AS

E II

CO

CO

CO

TOP OF BERM: 1001.0

NORMAL POOL: 995.5

BOTTOM OF POND: 988.0

B

O

T

T

O

M

O

F

P

O

N

D

:

9

8

8

.

0

N

O

R

M

A

L

P

O

O

L

:

9

9

5

.

5

T

O

P

O

F

B

E

R

M

:

1

0

0

1

.

0

100-YR STORM: 999.7

1

0

0

-

Y

R

S

T

O

R

M

:

9

9

9

.

7

CO

CO

CO

CO

CO

CO

CO

CO

1

0

1

2

1014

1

0

1

2

1

0

1

2

1

0

1

2

1014

1016

1018

1

0

0

8

1

0

1

0

1

0

1

2

1

0

1

2

1

0

1

0

1

0

1

2

1

0

1

4

1

0

1

0

1

0

0

8

1

0

0

8

1

0

1

2

1

0

1

4

1

0

1

6

1

0

1

8

1

0

1

0

1008

1

0

0

2

1

0

0

4

1010

1

0

1

0

1010

1012

1014

1016

SWALE

SWALE

SWALE

1

0

1

8

1

0

1

8

1014

1

0

1

4

1014

1014

1

0

1

2

1

0

1

4

1016

1024

1024

1026

1

0

2

4

1

0

2

6

1012

1014

1010

1010

1010

1010

1

0

2

0

1012

1014

1016

1

0

1

8

3

3

.

3

3

%

25.00%

33.33%

33.33%

24.93%

2

5

.0

0

%

26.42%

2

5

.

1

5

%

25.60%

SE

C

LO

VE

R C

T

(7" P

CC

)

SE

E

SK

ER

R

ID

GE

D

R.

(8" P

CC

)

SE BLUESTEM DR.

(7" PCC)

990

1000

1

0

1

0

1020

992

994

996

998

1002

1004

1

0

0

6

1

0

0

8

1

0

1

2

1

0

1

4

1016

1

0

1

8

9

9

0

1

0

0

0

9

8

8

9

9

2

9

9

4

9

9

6

9

9

8

990

1000

1010

988

992

994

996

998

1

0

0

2

1004

1006

1008

1012

1

0

0

4

1

0

0

6

1008

1004

1006

1008

1

0

1

0

1

0

2

0

1

0

0

8

1012

1014

1016

1018

1

0

0

6

1008

1

0

0

8

MOE: 1002.00

MOE: 1013.00

MOE: 1013.00

MOE: 1006.25MOE: 1006.25

MOE: 1006.25

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1002.00

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50MOE: 1010.50

MOE: 1013.00 MOE: 1013.00 MOE: 1013.00 MOE: 1013.00 MOE: 1013.00

MOE: 1010.50 MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

DETENTION BASIN

TOP OF BERM: 1001.0

100-YR ELEVATION: 999.7

TYPICAL POOL: 995.5

BOTTOM OF POND: 988.0

O

V

E

R

F

L

O

W

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1

0

1

1

.

5

2

F

G

1

0

1

0

.

6

5

F

G

1

0

1

1

.

4

6

F

G

1

0

1

4

.

7

3

F

G

1018.78 FG

1

0

2

1

.

1

6

F

G

1

0

1

6

.

5

0

E

G

1

0

0

9

.

5

6

E

G

1000.00 EG

9

9

9

.

0

6

E

G

1001.37 EG

1006.78 EG

1005.40 EG

1

0

0

6

.

1

3

F

G

1

0

0

9

.

5

6

F

G

1

0

0

5

.

5

2

F

G

1

0

0

5

.

3

1

F

G

1

0

0

6

.

1

4

F

G

1

0

0

8

.

1

9

F

G

1

0

1

1

.

5

8

F

G

1

0

1

8

.

7

6

F

G

1

0

2

0

.

4

5

F

G

1

0

2

1

.

2

6

F

G

1

0

2

0

.

3

7

F

G

1

0

2

0

.

8

3

F

G

1

0

2

2

.

3

4

F

G

1018.98 FG

1016.88 FG

1016.16 FG

CRITICAL OVERFLOW

1012.10 FG

CRITICAL OVERFLOW

1012.36 FG

CRITICAL OVERFLOW

1008.02 FG

CRITICAL OVERFLOW

1008.07 FG

CRITICAL OVERFLOW

1007.91 FG

CRITICAL OVERFLOW

1009.48 FG

SHADED AREA REPRESENTS

100-YR STORM EXTENTS

1006.00 EG

11.4'

1

0

1

4

.

0

0

F

G

18.6'

2.15%

2.75%

2.84%

2

.

0

8

%

2

.

9

1

%

3.11%

3

.3

1

%

2

.

0

0

%

2.00%

2

.

1

0

%

2

.

2

6

%

2

.

2

6

%

4

.

3

3

%

5

.

5

1

%

2

.

7

3

%

3

.

0

8

%

4

.

4

5

%

3

.

2

3

%

4

.

3

1

%

4

.

4

7

%

4

.

5

7

%

2

.

6

1

%

3

.

6

6

%

2

.

5

9

%

3

.

6

9

%6

.

7

5

%

3.13%

3

.

9

5

%

2

.5

1

%

6.00%

EXISTING POND

(CURRENTLY A WET, SEDIMENT BASIN; WHEREAS FINAL

CONDITION IS PROPOSED TO BE DRY POND)

1001.10 FG

1004.00 FG

1002.00 FG

1000.00 FG

996.00 FG

14.7'

14.5'

14.2'

12.0'

1

0

0

1

.

5

1

F

G

1

0

1

3

.

6

2

F

G

1

0

1

2

.

0

1

F

G

1

0

1

0

.

0

0

F

G

1

0

0

8

.

0

0

F

G

1

0

0

8

.

0

0

F

G

1

0

0

8

.

0

0

F

G

1

0

1

0

.

0

0

F

G

5'

5'

5'

5.0'

5'

5'

2

.

0

0

%

2

.3

4

%

2.14%

3.58%

1

4

.3

4

%

1

0

1

6

.

0

0

F

G

50.3'

2.00%

5

.

1

0

%

2.47%

2.00%

2.24%

2.00 %

2

.

1

0

%

4

.2

5

%

3

.

1

3

%

2

.

4

8

%

4

.0

9

%

1012

1014

1014

4GR-01

GRADING PLAN

20 400

GRAPHIC SCALE

80

NORTH

N:\C

3D

P

rojects\W

AK

2211013\D

wg\D

esign\P

lans\P

relim

P

lat\G

R-01.dw

g

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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

1

234

5

6

7

8

9

10

11

1213

141516

17

18

19

20

21

22

23

24

25

50 51 5254 55 56 57 58 59

6061

01

14

13

12

11

10

09

SE LA GRANT PKWY

63

53

PH

AS

E III

PH

AS

E II

62

CO

CO

CO

CO

CO

CO

CO

CO

CO

SE

T

ALLG

RA

SS

LA

NE

1014

1

0

1

6

1

0

2

0

1

0

2

2

1

0

2

4

1

0

2

6

1

0

2

8

1

0

2

0

1

0

1

6

1

0

1

6

1

0

1

8

1

0

1

8

1

0

1

2

1

0

1

2

1

0

1

2

1014

1016

1018

1

0

2

0

1

0

1

2

1

0

1

2

1

0

1

4

1

0

1

6

1

0

1

8

1

0

2

2

1

0

2

4

1

0

2

6

1

0

2

0

1

0

1

4

1

0

1

6

1

0

1

8

1022

1

0

1

4

1

0

2

0

1

0

2

2

1

0

2

0

1

0

1

8

1022

1024

1026

1028

1028

1012

SWALE

1

0

1

8

1

0

1

8

1020

1

0

1

8

1022

1024

1026

1028

1014

1

0

1

4

1014

1014

1016

1016

SWALE

SWALE SWALE

SWALE

TEMPORARY SWALE

1020

1014

1016

1018

10221024

1026

1014

1014

1016

1

0

1

2

1

0

1

4

1016

1

0

3

0

1030

1024

1024

1026

1026

1026

1026

1026

1026

1

0

2

61028

1028

1

0

2

8

1028

1032

1

0

2

6

SE BLUESTEM DR.

(7" PCC)

SE

R

ED

F

ER

N D

R.

(7" P

CC

)

SE

C

LO

VE

R C

T

(7" P

CC

)

MOE: 1013.00 MOE: 1013.00 MOE: 1013.00 MOE: 1013.00

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1010.50

MOE: 1013.00 MOE: 1013.00 MOE: 1013.00

MOE: 1014.60

MOE: 1014.60

MOE: 1014.60

MOE: 1014.60 MOE: 1014.60 MOE: 1014.60

MOE: 1014.60

MOE: 1014.60

MOE: 1014.60

MOE: 1014.60

MOE: 1014.60

MOE: 1021.00

MOE: 1021.00

MOE: 1021.00

MOE: 1021.00

MOE: 1021.00

MOE: 1021.00

TEMPORARY SWALE

O

V

E

R

F

L

O

W

1

0

2

5

.

2

9

F

G

1

0

2

3

.

8

0

F

G

1

0

2

2

.

2

6

F

G

1

0

2

0

.

8

7

F

G

1

0

1

9

.

4

7

F

G

1

0

1

7

.

8

4

F

G

1

0

1

6

.

0

6

F

G

1

0

1

4

.

8

0

F

G

1

0

1

3

.

6

2

F

G

1

0

1

2

.

9

1

F

G

1

0

1

2

.

7

5

F

G

1

0

1

2

.

5

5

F

G

1

0

1

2

.

5

1

F

G

1

0

1

2

.

5

1

F

G

1

0

2

5

.

1

7

F

G

1

0

2

2

.

5

5

F

G

1

0

2

0

.

3

2

F

G

1

0

1

8

.

1

9

F

G

1

0

1

6

.

8

4

F

G

1

0

1

7

.

8

4

F

G

1

0

2

0

.

5

7

F

G

1

0

2

0

.

1

9

F

G

1

0

1

5

.

1

4

F

G

1

0

1

4

.

4

7

F

G

1

0

1

3

.

8

0

F

G

1

0

1

3

.

1

3

F

G

1

0

1

2

.

8

2

F

G

1

0

1

3

.

3

7

F

G

1

0

1

3

.

3

7

F

G

1

0

1

2

.

8

9

F

G

1

0

1

2

.

6

1

F

G

1

0

1

3

.

1

4

F

G

1

0

1

3

.

7

9

F

G

1

0

1

4

.

4

4

F

G

1

0

1

5

.

1

0

F

G

1

0

1

5

.

8

0

F

G

1

0

1

7

.

0

9

F

G

1

0

1

9

.

3

8

F

G

1

0

2

1

.

7

4

F

G

1

0

2

4

.

1

1

F

G

1

0

2

6

.

3

7

F

G

1

0

1

3

.

0

1

F

G

1

0

1

3

.

4

6

F

G

1

0

1

6

.

1

2

F

G

1

0

1

4

.

8

7

F

G

1

0

1

4

.

3

3

F

G

1

0

1

3

.

1

6

F

G

1

0

1

2

.

8

9

F

G

1

0

1

0

.

8

2

F

G

1

0

0

9

.

5

2

F

G

1013.14 FG

1

0

1

6

.

9

0

F

G

1

0

1

4

.

8

6

F

G

1

0

1

4

.

3

4

F

G

1

0

1

3

.

1

5

F

G

1

0

1

3

.

1

4

F

G

1

0

1

2

.

6

2

F

G

1

0

1

4

.

2

3

F

G

1

0

1

4

.

5

5

F

G

1

0

1

3

.

6

9

F

G

1

0

1

2

.

3

5

F

G

1

0

1

1

.

3

0

F

G

1

0

1

2

.

7

9

F

G

1

0

1

3

.

8

2

F

G

1

0

1

3

.

3

0

F

G

1

0

1

5

.

9

5

F

G

1

0

1

6

.

0

8

F

G

1

0

2

1

.

5

8

F

G

1

0

1

8

.

3

7

F

G

1

0

2

1

.

1

8

F

G

1

0

2

2

.

3

0

F

G

1

0

2

1

.

5

2

F

G

1

0

1

8

.

1

4

F

G

1

0

1

8

.

5

2

F

G

1019.11 FG

1019.33 FG

1021.38 FG

1022.07 FG

1

0

1

4

.

8

2

F

G

1

0

1

5

.

1

9

F

G

1

0

1

5

.

9

9

F

G

1

0

1

8

.

2

6

F

G

1

0

2

1

.

2

8

F

G

1

0

2

5

.

8

0

F

G

1

0

2

4

.

9

4

F

G

1

0

2

7

.

2

6

F

G

1

0

2

5

.

1

1

F

G

1

0

2

2

.

8

7

F

G

1

0

2

0

.

7

3

F

G

1

0

1

8

.

7

3

F

G

1

0

1

7

.

2

9

F

G

1

0

1

6

.

2

9

F

G

1

0

1

5

.

5

0

F

G

1

0

1

4

.

7

4

F

G

1

0

1

4

.

3

4

F

G

1

0

1

3

.

8

2

F

G

1

0

1

4

.

0

9

F

G

1

0

1

4

.

2

2

F

G

1

0

1

4

.

2

2

F

G

1

0

1

2

.

7

8

F

G

1

0

1

3

.

1

4

F

G

1013.11 FG

1

0

1

1

.

5

2

F

G

1

0

1

1

.

4

6

F

G

1

0

1

4

.

7

3

F

G

1018.78 FG

1

0

2

2

.

3

4

F

G

1

0

2

3

.

2

3

F

G

1

0

2

4

.

0

7

F

G

1018.98 FG

1016.88 FG

1

0

1

7

.

7

7

F

G

1016.16 FG

1017.14 FG

1026.54 EG

CRITICAL OVERFLOW

1012.10 FG

1022.61 EG

CRITICAL OVERFLOW

1012.36 FG

1021.58 EG

1022.89 EG

1

0

2

1

.

2

9

E

G

1

0

2

1

.

2

8

E

G

1027.00 EG

1026.97 EG

1

0

2

7

.

1

0

E

G

1

0

2

7

.

6

6

E

G

1

0

2

8

.

9

8

E

G

1

0

2

8

.

7

7

E

G

1019.32 FG

1019.07 FG

1

0

1

8

.

6

8

F

G

1018.52 FG

1018.14 FG

1

0

1

7

.

7

9

F

G

1

0

1

6

.

8

4

F

G

1

0

1

5

.

7

9

F

G

CRITICAL OVERFLOW

1013.61 FG

CRITICAL OVERFLOW

1020.04 FG

SHADED AREA REPRESENTS

100-YR STORM EXTENTS

SHADED AREA REPRESENTS

100-YR STORM EXTENTS

O

V

E

R

F

L

O

W

O

V

E

R

F

L

O

W

O

V

E

R

F

L

O

W

O

V

E

R

F

L

O

W

1014.00 FG

1

0

1

6

.

0

0

F

G

1

0

1

8

.

0

0

F

G

1

0

2

0

.

0

1

F

G

1

0

2

2

.

0

1

F

G

1

0

2

4

.

0

3

F

G

1

0

2

6

.

0

0

F

G

10.5'

5'

5'

5'

5'

5'

5'

5'

1

0

1

8

.

0

0

F

G

1

0

1

8

.

0

0

F

G

5'5'

1

0

1

2

.

0

0

F

G

1012.01 FG

1

0

1

2

.

0

0

F

G

1014.00 FG

1

0

1

6

.

0

1

F

G

5'

5'

4

.

5

3

%

3

.

9

3

%

3

.

1

1

%

2.4

0%

2

.

8

3

%

2

.

5

0

%

2

.5

1

%

2

.0

0

%

2

.

1

2

%

2

.

4

2

%

2

.0

4

%

2.15%

2.75%

2.84%

4

.

4

5

%

3

.

2

3

%

3.13%

3

.

9

5

%

4

.1

0

%

3

.

1

6

%

3

.

8

6

%

2

.5

1

%

3.01%

5

.4

6

%

4

.

6

1

%

3

.

3

4

%

2

.

4

6

%4

.

0

5

%

4

.

2

2

%

2.52%

2

.

5

7

%

2

.

2

9

%

3

.

5

1

%

4.6

6%

2

.9

5

%

4

.

4

4

%

4

.

6

9

%

EXISTING POND

(CURRENTLY A WET, SEDIMENT BASIN; WHEREAS FINAL

CONDITION IS PROPOSED TO BE DRY POND)

1

0

1

0

.

0

0

F

G

5'5'

5'

1

0

1

5

.

4

8

F

G

2.3

4%

1

0

1

6

.

0

0

F

G

50.3'

2.24%

2.17%

2.00%

1013.43 FG

5'

2.62%

2.00%

5.22%2.08%

2.00%2.09%

2.39%

2.24%

2.02%

1020.89 FG

14.7'

1

0

2

1

.

6

9

F

G

6

.3

7

%

2.00%

1

0

1

9

.

9

3

F

G

31.4'

2.03%

1021.29 FG

1020

1

0

1

6

1018

1016

1

0

1

8

1018

1012

1014

1014

5GR-02

GRADING PLAN

20 400

GRAPHIC SCALE

80

NORTH

N:\C

3D

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rojects\W

AK

2211013\D

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esign\P

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relim

P

lat\G

R-01.dw

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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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

20

21

22

23

24

25262728

29

30

31

32

39

40

41

43

44 45

4647 49 50 51 52

LOT 'A'

OUTLOT 'Z'

48

42

38

37

36

35

34

33

PH

AS

E I

PH

AS

E II

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

TOP OF BERM: 1001.0

NORMAL POOL: 995.5

BOTTOM OF POND: 988.0

B

O

T

T

O

M

O

F

P

O

N

D

:

9

8

8

.

0

N

O

R

M

A

L

P

O

O

L

:

9

9

5

.

5

T

O

P

O

F

B

E

R

M

:

1

0

0

1

.

0

CO

CO

100-YR STORM: 999.7

1

0

0

-

Y

R

S

T

O

R

M

:

9

9

9

.

7

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

150' HYDRANT

RADIUS (TYP.)

SE LA GRANT PKWY

HYDRANT ASSEMBLY

(HYD-05)

HYDRANT ASSEMBLY

(HYD-03)

HYDRANT ASSEMBLY

(HYD-04)

HYDRANT ASSEMBLY

(HYD-02)

8" GATE VALVE

(GV-06)

8" GATE VALVE

(GV-05)

8" GATE VALVE

(GV-04)

SE BLUESTEM DRIVE

(7" PCC)

WATER SERVICE TO BE

BORED UNDER LA GRANT PARKWAY.

DETENTION BASIN

8" GATE VALVE

(GV-02)

CO-201

(TYPE 8" DIA., CLEANOUT)

INT-202

(TYPE SW-503)

STMH-201

(TYPE SW-401)

INT-301

(TYPE SW-503)

INT-304A

(TYPE SW-505)

INT-304

(TYPE SW-506L)

INT-303

(TYPE SW-506L)

SSMH-306, (SW-301)

RIM: 1015.64

FL OUT: 1002.57 (E)

SSMH-204, (SW-301)

RIM: 1016.35

FL OUT: 1002.80 (E)

SSMH-202, (SW-301)

RIM: 1013.04

FL IN: 999.63 (W)

FL IN: 999.36 (N)

FL OUT: 999.26 (S)

SSMH-203, (SW-301)

RIM: 1012.88

FL IN: 997.78 (N)

FL OUT: 997.68 (S)

SSMH-304

(TYPE SW-301)

SSMH-301, (SW-301)

RIM: 1008.17

FL IN: 995.48 (W)

FL IN: 995.48 (E)

FL IN: 995.48 (N)

FL OUT: 994.98 (S)

INT-303A

(TYPE SW-505)

SSMH-305, (SW-301)

RIM: 1008.41

FL IN: 997.30 (W)

FL OUT: 997.20 (E)

STMH-301

(TYPE SW-401)

STMH-303

(TYPE SW-401)

FES-302

(TYPE 48" FES)

EX-303, (SW-301)

RIM: 1002.72

FL IN: 990.78 (NE)

SSMH-302, (SW-301)

RIM: 1007.38

FL IN: 992.30 (N)

FL OUT: 992.20 (SW)

STMH-304

(TYPE SW-401)

CO-301

(TYPE 8" DIA., CLEANOUT)

INT-305

(TYPE SW-512, 24" BEEHIVE)

22.5° BEND

FT-06

STMH-302

(TYPE SW-401)

INT-302

(TYPE SW-506 MODIFIED)

8" CROSS

FT-03

INT-301A

(TYPE SW-501)

INT-302A

(TYPE SW-506L)

45° BEND

FT-01

45° BEND

FT-02

HYDRANT ASSEMBLY

(HYD-10)

MAILBOX PAD

LOCATION

MAILBOX PAD

LOCATION

FES-301

(TYPE 42" FES)

150' HYDRANT

RADIUS (TYP.)

SE

E

SK

ER

R

ID

GE

D

R.

(8" P

CC

)

SE

C

LO

VE

R C

T.

(7" P

CC

)

360 LF OF 6"

SUBDRAIN

375 LF OF 6"

SUBDRAIN

95 LF OF 6"

SUBDRAIN

WEIR

STRUCTURE

CRITICAL

CROSSING

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

HYDRANT ASSEMBLY

(HYD-01)

6UT-01

UTILITY PLAN

NORTH

N:\C

3D

P

rojects\W

AK

2211013\D

wg\D

esign\P

lans\P

relim

P

lat\U

T-01.dw

g

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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

20' 40'0

GRAPHIC SCALE

80'

1

234

5

6

7

8

9

10

11

1213

141516

17

18

19

20

21

22

23

24

25

50 51 5254 55 56 57 58 59

6061

01

02

03

14

13

12

11

10

09

SE LA GRANT PKWY

63

53

PH

AS

E III

PH

AS

E II

62

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

24

IN

R

CP

F

ES

FL

=1

01

6.6

2

SE

T

ALLG

RA

SS

LA

NE

EXISTING

60.0' ROW

EXISTING

31.0' B-B

EXISTING

80.0' ROW

EXISTING

35' B-B

HYDRANT ASSEMBLY

(HYD-07)

HYDRANT ASSEMBLY

(HYD-09)

HYDRANT ASSEMBLY

(HYD-06)

8" GATE VALVE

(GV-08)

8" GATE VALVE

(GV-07)

8" GATE VALVE

(GV-06)

CO-101

(TYPE 8" DIA, CLEANOUT)

STMH-102

(TYPE SW-401)

CO-102

(TYPE 8" DIA., CLEANOUT)

INT-102

(TYPE SW-506R)

INT-102A

(TYPE SW-501)

INT-103A

(TYPE SW-505)

INT-103

(TYPE SW-503)

STMH-103

(TYPE SW-401)

CO-201

(TYPE 8" DIA., CLEANOUT)

INT-202

(TYPE SW-503)

INT-202A

(TYPE SW-501)

INT-201

(TYPE SW-506R)

INT-201A

(TYPE SW-505)

STMH-201

(TYPE SW-401)

SSMH-101, (SW-301)

RIM: 1027.50

FL OUT: 1015.87 (S)

SSMH-104, (SW-301)

RIM: 1018.84

FL OUT: 1006.14 (E)

SSMH-102, (SW-301)

RIM: 1016.32

FL IN: 1002.97 (W)

FL IN: 1004.44 (N)

FL OUT: 1002.87 (S)

SSMH-204, (SW-301)

RIM: 1016.35

FL OUT: 1002.80 (E)

SSMH-202, (SW-301)

RIM: 1013.04

FL IN: 999.63 (W)

FL IN: 999.36 (N)

FL OUT: 999.26 (S)

SSMH-203, (SW-301)

RIM: 1012.88

FL IN: 997.78 (N)

FL OUT: 997.68 (S)

HYDRANT ASSEMBLY

(HYD-08)

INT-203

(TYPE SW-512, 24" BEEHIVE)

INT-101

(TYPE SW-512, 30" BEEHIVE)

HYDRANT ASSEMBLY

(HYD-11)

8" TEE

FT-05

8" GATE VALVE

(GV-10)

SSMH-201

(TYPE SW-301)

HYDRANT ASSEMBLY

(HYD-10)

8" TEE

FT-04

MAILBOX PAD

LOCATION

MAILBOX PAD

LOCATION

MAILBOX PAD

LOCATION

150' HYDRANT

RADIUS (TYP.)

SE

C

LO

VE

R C

T.

(7" P

CC

)

SE

R

ED

F

ER

N D

R.

(7" P

CC

)

SE BLUESTEM DRIVE

(7" PCC)

360 LF OF 6"

SUBDRAIN

235 LF OF 6"

SUBDRAIN

345 LF OF 6"

SUBDRAIN

225 LF OF 6"

SUBDRAIN

305 LF OF 6"

SUBDRAIN

HYDRANT ASSEMBLY

(HYD-12)

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

7UT-02

UTILITY PLAN

NORTH

N:\C

3D

P

rojects\W

AK

2211013\D

wg\D

esign\P

lans\P

relim

P

lat\U

T-01.dw

g

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.

1360 NW 121ST. StreetClive, Iowa 50325

515-964-1229fax 515-964-2370

building strong communities.

7

...4.2.20183.19.20187.18.20176.27.2017

-C. SMITH

J. BECKERC. SMITH

FEBRUARY 3, 2017

2211013-03

Waukee, Iowa

PRELIMINARY PLATBLUESTEM PLAT 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

23

24

25

26

27

28

29303132

39

40

41

43

44

45

46

47

49

50

51

52

54

55

56

57

59

60

61

62

SE ESKER RIDGE DR.

OUTLOT 'Z'

63

53

48

42

3837

363534

33

SE CLOVER CT.

SE RED FERN DR.

SE

B

LU

ES

TE

M D

R.

58

20' 40'0

GRAPHIC SCALE

80'