HomeMy WebLinkAbout2017-11-20-J13 Daybreak Plat 2_Final Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 20, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a final plat for Daybreak
Plat 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Daybreak Waukee, LLC, request approval of a final plat
for 20.23 acres of property located north of Ashworth Road and west of R-
22/Ute Avenue. The final plat includes a total of 41 lots for single family
residential development. The applicant has extended utilities throughout the
development and constructed an extension of Daybreak Drive and three new
streets: Crescent Ridge Drive, Scenic View Drive, and Sunflower Drive.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this request on September 26, 2017, and recommended approval subject to remaining
staff comments.
Approval of a Final Plat for Daybreak Plat 2
City Planner, Melissa DeBoer, introduced the request for approval of a final plat made by the applicant
Daybreak Waukee, LLC. The subject property is located west of Ute Avenue and north of Ashworth
Road, containing a little over 20 acres. The property is zoned R-1, Single Family Residential.
The plat contains a total of 41 single family residential lots. The lots range in size from about 10,000
square feet to about 49,000 square feet. There are three out lots located at the north end of the plat.
These out lots were created in order to clean up the proposed residential lot boundaries. All out lots
will be owned and maintained by a Homeowner’s Association.
All lots will be served with public utilities. Five foot sidewalks will be constructed on both sides of the
streets with individual lot development. Storm water detention is being provided with the detention
basin that is being constructed north of Ashworth Road, within the parkland. Parkland dedication has
been satisfied for both Daybreak Plat 2 and 3.
Staff is recommending approval of the final plat for Daybreak Plat 2 subject to any remaining staff
comments and review of the legal documents by the City Attorney.
Commissioner Streit questioned if the “finger” area in the northwest corner of the plat had been
designated as an out lot. Mrs. DeBoer advised that was correct, and that it would be maintained by the
Homeowner’s Association. Commissioner Streit questioned how the Association would gain access.
J13
Jake Becker, a representative of the applicant, advised that there is no direct access, it would be
addressed with the homeowner of the lot for the care. Senior Planner Andy Kass advised that in cases
such as this, there was verbiage added to the Covenants of the development outlining the care and
maintenance of an area that was inaccessible.
Commissioner Hoifeldt questioned if the triangular piece off of Sunflower Drive would have the same
issue as it appeared to not have access. Mr. Becker advised that it would be cared for, and that if the lot
north of the subject property was developed by the applicant, it would be integrated into a lot.
Commissioner Stonebrook questioned how the dedication of parkland worked as the dedication
required for the subject property would not be available until the third phase. Mr. Kass advised that it
wasn’t uncommon to have something like this happen when dealing with larger parcels dedicated to
parkland. Mr. Kass also noted that the parkland had been measured to add some additional space as a
dry bottom detention pond was proposed in the area for storm water management, staff and the
applicant created an agreement to allow the pond as long as the land equal to what was used in the
area, was supplied in another location.
Commissioner Stonebrook questioned what the temporary plan for storm water detention would be
until the completion of phase 3. Mr. Kass advised that the applicant proposed grading to create a swale
to guide the drainage to the designated temporary location.
Commissioner Streit moved to approve the Final Plat for Daybreak Plat 2 with the addition of verbiage
related to the care and maintenance of the inaccessible out lots to be placed in the covenant documents
and subject to staff comments and review of the legal documents by the City Attorney. Commissioner
Hoifeldt seconded the motion. Ayes: Stonebrook, Streit, Hoifeldt, and Tietz. 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. Final Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE FINAL PLAT FOR DAYBREAK PLAT 2
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, Daybreak Waukee, LLC, has requested final approval of Daybreak Plat 2 (the
“Plat”); AND
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Plat on September 26, 2017, subject to remaining staff comments and review of the legal
documents; AND,
WHEREAS, the Final Plat for Daybreak Plat 2 and the documents relating thereto will comply
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 20th day of November, 2017, that the Final Plat for Daybreak Plat 2 be and the same is
hereby accepted and approved by the City Council of the City of Waukee.
BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following
easements and documents to be filed with the Plat:
1. Warranty Deed;
2. Public Sanitary Sewer Easement;
3. Public Surface Water Flowage Easement;
4. Public Utility Easement;
5. Public Storm Sewer Easement; and
6. Public Snow Storage Easement.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Daybreak Plat 2 – Final Plat
DATE: September 26, 2017
GENERAL INFORMATION:
Applicant: Daybreak Waukee, LLC
Requested Action Final Plat Approval
Location and Size: Property is generally located West of Ute
Avenue, North of the Ute Avenue/Ashworth
Road intersection containing approximately
20.23 acres more or less.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Neighborhood Residential R-1
North Vacant – Undeveloped Neighborhood Residential A-1
South Rural Residential Rural Residential A-1
East Daybreak Plat 1 – Single
Family Residential
Neighborhood Residential R-1
West Agricultural Neighborhood Residential A-1
BACKGROUND:
The subject property is located west of Ute Avenue and north of the Ute Avenue/Ashworth Road
intersection, immediately west of the Daybreak Plat 1 development. The developer, Daybreak Waukee, LLC,
requests approval of a final plat for a 41 lot single-family residential subdivision.
September 21, 2017
2 of 3
ABOVE: Aerial photo of proposed final plat outlined in BBLLUUEE in relation to the surrounding properties
Project Description:
Lots:
The final plat includes 41 single family residential lots and three outlots. The lots are a minimum of 10,000
square feet in size. All of the lots are indicated as having the required 30 foot front yard setback. The outlots
are located at the north boundary of the plat. These outlots were created in order to clean up the residential
lot boundaries. Outlot X is located just north of Lot 25 and is 34,986 square feet; Outlot Y is north of Lot 14
and is 2,504 square feet; and Outlot Z is north of Lot 13 and is 4,332 square feet. All outlots will be owned
and maintained by the Home Owner’s Association.
Streets:
Daybreak Drive will continue west from Daybreak Plat 1. Scenic View Dr, Sunflower Dr, and Crescent Ridge
Dr are the north/south streets that are also included within this plat.
Five foot sidewalks will be constructed on both sides of the streets throughout the plat as part of individual lot
development.
Easements:
Several easements are proposed within the plat based upon the location of proposed utilities.
DAYBREAK PLAT 2
DAYBREAK PLAT 3
September 21, 2017
3 of 3
Utilities:
All lots will be served with public utility services.
A majority of storm water from this plat will be routed to the proposed detention basin within the parkland,
located just north of Ashworth Road, dedicated within Daybreak Plat 3, which will be the next phase of
platting.
Parkland Dedication
As part of the development of this plat the applicant is required to dedicate parkland, for which the amount
required in this case is 1.57 acres. The applicant has provided 2.68 acres of parkland just north of Ashworth
Road. Parkland dedication has been satisfied for both Daybreak Plat 2 and 3.
STAFF RECOMMENDATION
At this time staff feels comfortable with the proposal and would recommend approval of the Final Plat for
Daybreak Plat 2 subject to remaining staff comments and review of the legal documents by the City Attorney.
CITY OF WAUKEE
Melissa DeBoer, AICP
Planner II
67541110981234567891011121314151617181920212223242526272829303132333435363738394041OUTLOT YOUTLOT ZS89°45'02"E144.97'S00°14'58"W32.50'S89°45'02"E 242.42'N05°08'16"E33.03'S79°39'53"E141.25'S10°20'07"W22.50'S79°39'53"E 252.77'S10°20'07"W45.31'N89°46'28"E 538.86'N00°30'57"W 421.82'N45°14'37"W 342.79'S86°32'43"W 476.54'N55°18'54"W 619.81'N08°31'52
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OUTLOT X
LOT AASHWORTH ROADUTE AVENUE MCCLURE ENGINEERING1360 NW 121ST STREETCLIVE, IA 50325(515) 964-1229CSMITH@MECRESULTS.COMATTN: CALEB SMITH(R-1)- SINGLE-FAMILY RESIDENTIAL DISTRICTFRONT= 30'SIDE= 15' TOTAL, 7' MINIMUM PER SIDEREAR= 30'WATER: CITY OF WAUKEESEWER: CITY OF WAUKEENATURAL GAS: CITY OF WAUKUEEELECTRIC: MIDAMERICAN ENERGY COMPANYPHONE/CABLE: CENTURYLINK LOCAL NETWORK MEDIACOMM COMMUNICATIONS CORPPARCEL 17-166, AS RECORDED IN DALLAS COUNTY RECORDSAT BOOK 2017, PAGE 13385, BEING LOCATED IN THESOUTHEAST QUARTER OF SECTION 6, TOWNSHIP 78 NORTH,RANGE 26TH 5TH P.M., CITY OF WAUKEE, IOWA. PARCEL ISSUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.VICINITY MAP - 1"=1000'PROJECTAREA(IN FEET)2001005001 inch = 100 ft.NORTHIQBAL, LUBNA S(DEED BK 2007, PG 2793)PARCEL ID: 16-06-427-002ZONING: A-1IQBAL, DR MS,CUSTODIAN FOR SOPHIA IQBAL(BK 2007, PG 2793)PARCEL ID: 16-06-427-003ZONING: A-1IQBAL, SEEMIN S(DEED BK 2007, PG 2793)PARCEL ID: 16-06-427-004ZONING: A-1IQBAL, SHAFQAT S REVOCABLE TRUST 5/22/2013IQBAL, SHAFQAT S & MOHAMMAD S TRUSTEES(DEED BK 2013, PG 12221)PARCEL ID: 16-05-351-001ZONING: A-1KAZO, JOSEPH & JOAN JTRS(DEED BK 703, PG 308)ZONING: A-1IQBAL, AMER S(DEED BK 2008, PG 14690)PARCEL ID: 16-06-426-003ZONING: A-1ASHWORTH ACRES LLC(DEED BK 2012, PG 12059)PARCEL ID: 16-06-401-006ZONING: A-1LEONARD, KATHLEEN MARIEAKA SISTER MARY REGIS ANN ET ALL(DEED BK 2014, PG 14640)PARCEL ID: 16-05-351-007ZONING: A-1DAYBREAK PLAT 1(DEED BK 2015, PG 13007)ZONING: R-1PARCEL BB(SURVEY BK 2014, PG 14640)DAYBREAK WAUKEE LLC(DEED BK 2014, PG 5131)PARCEL ID: 16-06-476-001ZONING: R-2IQBAL, DR MS, CUSTODIAN FOR IMRAN J ABBASIUNDER THE IOWA TRANSFERS TO MINORS ACT(DEED BK 2007, PG 2793)PARCEL ID: 16-06-401-003ZONING: A-1IQBAL, DR MS, CUSTODIANFOR IMRAN J ABBASI UNDER THEIOWA TRANSFERS TO MINORS ACT(DEED BK 2007, PG 2793)PARCEL ID: 16-06-426-002ZONING: A-1IQBAL, DR MS, CUSTODIAN FORKAMRAN A IQBAL UNDER THE IOWATRANSFERS TO MINORS ACT(DEED BK 2007, PG 2793)PARCEL ID: 16-06-426-002ZONING: A-1LAWTON, ROBERT &BEATRICE IRREVOC TRST 4/24/2012LAWTON, JEFFREY M& TRISHA J TRUSTEES(DEED BK 2012, PG 10781)ZONING: A-1SHEETS 1-3FND 5/8" REBARFND 1/2" REBARFND 1/2" REBARFND 3/4" PIPEW/YCAP #3469NW COR, LOT 7DAYBREAK PLAT 1FND 1/2" REBARDAYBREAK DRDAYBREAK WAUKEE, LLC12119 STRATFORD DRIVE, SUITE BCLIVE, IA 50325STEVE BRUERE515-222-1347STEVE@PEOPLESCOMPANY.COMDRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121st StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities./0103..9.15.178.14.178.8.17----P.SHELQUISTC.CARLETONC.SMITH07/21/20172213010WAUKEE, IOWAFINAL PLATDAYBREAK PLAT 2FP-021.TOTAL ACRES PLATTED IS 20.23 ACRES PER THERECORDED PARCEL 17-166 PLAT OF SURVEY AT BK 2017PG 13385.2.LOT A SHALL BE DEDICATED TO THE CITY FOR PUBLICRIGHT OF WAY PURPOSES.3.OUTLOTS SHALL BE OWNED AND MAINTAINED BY THEHOA.CITY LIMITSDALLAS COUNTYCITY OF WAUKEESILVERLEAF LANE
12,407 SF910,800 SF1213,050 SF216,033 SF312,455 SF1415,487 SF813,126 SF2010,721 SF1927,773 SF413,030 SF114,683 SF2913,466 SF2837,244 SF614,674 SF2730,940 SF510,800 SF1110,800 SF1349,320 SF2510,593 SF1814,563 SF1613,569 SF1518,313 SF77811,467 SF3811,019 SF3912,397 SF4012,445 SF4113,439 SF3714,715 SF3013,703 SF3111,471 SF32171,929 SFLOT A14,189 SF3610,000 SF3512,712 SF3414,704 SF3312,212 SF1714,378 SF1015,470 SF2618,921 SF2229,976 SF2324,230 SF2416,294 SF21OUTLOT Y2,504 SFOUTLOT Z4,332 SF74572575570568567579578580576577574075073069067070077079081028002805
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'OUTLOT XS55°18'54"E7.02'N00°14'58"E 119.47'N00°14'58"E 119.47'OUTLOT X34,986 SF421.51'S16°35'50"E 168.25'S89°12'51"E54.90'Curve TableCurve #C1C2C3C4C5C6C7C9C10C11C12C13C14C15C16Length40.9855.0714.2522.9686.2172.6971.8929.1026.1056.3941.808.3839.2739.2734.16Radius25.00270.0043.0043.0057.0057.0057.0043.00330.00330.0025.00570.0025.0025.001030.00Delta93°55'35"11°41'11"18°59'17"30°35'21"86°39'13"73°04'06"72°15'49"38°46'18"4°31'55"9°47'29"95°47'31"0°50'33"90°00'00"90°00'00"1°54'00"CHD BS43°15'45"ES09°32'39"WS24°52'53"WS49°40'12"WN21°38'16"EN58°13'24"WS49°06'38"WN01°21'43"WS15°45'29"WS08°35'47"WN51°35'49"ES80°05'09"ES34°39'53"EN55°20'07"EN80°36'53"WCHD L36.5554.9814.1922.6978.2267.8667.2228.5526.0956.3337.108.3835.3635.3634.15Curve TableCurve #C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31Length77.7169.4539.2780.5650.4134.2228.8766.7362.4762.4744.2330.8319.1985.8145.80Radius1030.001030.0025.00570.00570.0043.0057.0057.0057.0057.0057.0043.00630.00630.00630.00Delta4°19'22"3°51'48"90°00'00"8°05'53"5°04'01"45°35'59"29°00'59"67°04'33"62°47'35"62°47'35"44°27'18"41°05'00"1°44'44"7°48'14"4°09'55"CHD BN83°43'33"WN87°49'08"WS44°45'02"ES04°17'55"WS10°52'52"WS36°12'51"WN44°30'21"EN03°32'25"WN68°28'29"WS48°43'55"WS04°53'31"EN06°34'39"WS13°05'29"WS08°19'00"WS02°19'55"WCHD L77.6969.4435.3680.5050.3933.3328.5662.9859.3959.3943.1230.1819.1985.7445.79Curve TableCurve #C32C33C33C34C35C36C37C38C39C40C41C42C43C44C45Length39.2739.2739.2739.2782.7687.9939.2739.2767.9548.1741.12106.7569.48176.03170.99Radius25.0025.0025.0025.00970.00970.0025.0025.00630.00630.00600.00300.00600.001000.00600.00Delta90°00'00"90°00'00"90°00'00"90°00'00"4°53'18"5°11'51"90°00'00"90°00'00"6°10'48"4°22'51"3°55'35"20°23'15"6°38'04"10°05'09"16°19'43"CHD BN45°14'58"EN44°45'02"WN44°45'02"WS45°14'58"WN87°18'23"WN82°15'48"WN34°39'53"WS55°20'07"WS82°45'17"ES88°02'06"ES88°15'45"EN13°53'41"ES82°58'55"ES84°42'27"EN08°24'50"ECHD L35.3635.3635.3635.3682.7387.9635.3635.3667.9248.1641.11106.1969.44175.81170.42DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121st StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities./0203..9.15.178.14.178.8.17----P.SHELQUISTC.CARLETONC. SMITH07/21/20172213010WAUKEE, IOWAFINAL PLATDAYBREAK PLAT 2FP-02(IN FEET)120603001 inch = 60 ft.NORTHMATCH LINE AALIGN WITH MATCH LINE ASCALE 1" = 60'NORTH
7860'ROW60'ROWSTORM SEWEREASEMENT, DETAIL C15' X 30' SANITARYSEWER EASEMENTSTORM SEWEREASEMENT, DETAIL B15' SANITARYSEWER EASEMENTNOTE 1NOTE 2NOTE 3NOTE 4NOTE 510'P.U.E15' SURFACE WATERFLOWAGE EASEMENT15x30' SANITARYSEWER EASEMENT10' SURFACE WATERFLOWAGE EASEMENT15' WATEREASEMENT1234567891011121314151617181920212223242526272829303132333435363738394041OUTLOT YOUTLOT ZEXISTING 15' STORMSEWER EASEMENT(BK 2017, PG 13578)EXISTING TEMPORARYTURNAROUND EASEMENT(BK 2017, PG 13579)(10,356 SF)10'P.U.E.10'P.U.E.10'P.U.E.30' SURFACE WATERFLOWAGE EASEMENT10'P.U.E.10'P.U.E.10'P.U.E10' SNOWEASEMENT15' SANITARYSEWER EASEMENT10'P.U.E.30' STORM SEWEREASEMENT10'P.U.E.STORM SEWEREASEMENT, DETAIL ASANITARY SEWEREASEMENT, DETAIL E10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.LOT A30' REARSETBACK30' SIDESETBACK15' SIDE SETBACK(7.5' EITHER SIDE)30' REARSETBACK30' FRONTSETBACK10' SNOWEASEMENT10' SURFACE WATERFLOWAGE EASEMENT60'R.O.W.70'R.O.W.70'R.O.W.15'15'15' SIDE SETBACK(7.5' EITHER SIDE)30' REARSETBACK30' REARSETBACK30' REARSETBACK30' REARSETBACK15' SIDE SETBACK(7.5' EITHER SIDE)30' FRONTSETBACK30' FRONTSETBACKN00°21'36"E15.00'S89°38'24"E30.00'N89°38'24"W30.00'N00°21'36"E15.00'S00°21'36"W 305.20'S77°46'53"E30.65'N00°21'36"E 298.87'N46°00'04"E 94.66'N46°00'04"E 101.28'S55°18'54"E30.59'C48C49N04°45'27"W17.01'N85°14'33"E30.00'S04°45'27"E17.01'N09°52'17"W17.01'N80°07'43"E30.00'S09°52'17"E17.01'C50C51OUTLOT X7.5' SIDESETBACKS55°18'54"E7.02'S00°21'36"W4.00'15' SANITARY SEWEREASEMENT10'P.U.EEXISTING 15' WATEREASEMENT(BK 2017, PG 13582)10'P.U.E.NOTE 6NOTE 6NOTE 6NOTE 6NOTE 7NOTE 8NOTE 95'P.U.E.5'P.U.E.5'P.U.E.5'P.U.E.5'P.U.E.5'P.U.E.5'P.U.E.5'P.U.E.15' SANITARY SEWEREASEMENTSANITARY SEWEREASEMENTSEE DETAIL D25' SANITARYSEWER EASEMENT60'ROW5'P.U.E.5'P.U.E.OUTLOT XC56
C57
C58
C59S79°39'53"E25.04'C52
C53
C54C55S77°46'53"E15.00'S68°26'14"W26.42'C60L=39.67'R=25.01'∆=90°53'55"CHD=N35°07'08"WCHDL=35.64'S35°07'08"E 35.64'S71°31'02"W
57
.98
'C46S79°39'53"E17.95'C47Curve TableCurve #C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60Length8.3841.8015.1815.1815.1815.1819.1930.835.7952.4726.1029.1028.2982.0527.84Radius570.0025.0057.0057.0057.0057.00630.0043.0057.00645.00330.0043.0057.00355.0025.00Delta0°50'33"95°47'31"15°15'27"15°15'27"15°15'27"15°15'27"1°44'44"41°05'00"5°49'10"4°39'40"4°31'55"38°46'18"28°26'29"13°14'34"63°47'47"CHD BS80°05'09"EN51°35'49"ES87°07'44"EN77°36'49"EN72°29'59"EN87°45'27"EN13°05'29"EN06°34'39"WN24°12'35"WS14°32'57"WN15°45'29"EN01°21'43"WN06°31'37"WS19°53'27"WN68°26'14"ECHD L8.3837.1015.1315.1315.1315.1319.1930.185.7952.4626.0928.5528.0081.8726.42DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121st StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities./0303..9.15.178.14.178.8.17----P.SHELQUISTC.CARLETONC. SMITH07/21/20172213010WAUKEE, IOWAFINAL PLATDAYBREAK PLAT 2FP-02(IN FEET)120603001 inch = 60 ft.NORTHMATCH LINE AALIGN WITH MATCH LINE ASCALE 1" = 60'NORTH1.25' TEMPORARY CONSTRUCTION EASEMENT2.100' TEMPORARY TURNAROUND EASEMENT3.15' WATER MAIN EASEMENT4.15' SANITARY SEWER EASEMENT5.20' TEMPORARY CONSTRUCTION EASEMENT6.10' PUE7.10' OVERLAND FLOWAGE EASEMENT8.10' SANITARY SEWER EASEMENT9.5' ELECTRIC EASEMENT10.ALL EXISTING EASEMENTS DESCRIBED INTHESE NOTES WERE RECORDED IN DALLASCOUNTY RECORDS AT BOOK 2015, PG 13007UNLESS NOTED OTHERWISE.DETAIL E: 1 INCH = 30 FEETDETAIL D: 1 INCH = 30 FEETDETAIL C: 1 INCH = 30 FEETDETAIL B: 1 INCH = 30 FEETDETAIL A: 1 INCH = 50 FEET