HomeMy WebLinkAbout2016-10-03-J06 Brandons Reserve_Final Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 3, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a final plat for Brandon’s
Reserve
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: M & R Holdings, LLC, is requesting approval of a final
plat consisting of 13.75 acres of property that is located west of Warrior Lane
and south of the Waukee Public Library. The proposed final plat consists of a
total of 23 single family lots. Public improvements are nearly complete for the
plat which includes streets, utilities, and trail installation.
In lieu of dedicating parkland the developer has installed a 10 foot wide trail
that will provide pedestrian access to Songbird Park to the west and will
eventually connect to Centennial Park to the east.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this request on September 13, 2016 and recommended approval subject to remaining
staff comments and review of the legal documents by the City Attorney.
A Motion to approve a Final Plat for Brandon’s Reserve
Senior Planner Andy Kass introduced the request from the applicant M and R holdings, LLC for a
final plat approval for Brandon’s Reserve. Mr. Kass stated that the request is for a 23 lot single-family
residential subdivision with 4 outlots located at the subject property located west of warrior lane and
north of the SE University Avenue/ Warrior Lane intersection. Mr. Kass advised that the purpose of
the outlots are to prevent construction within the mapped flood plain. Each outlot will be owned and
maintained by the lot owner of the abutting lot and all lots within the Final Plat meet the minimum
width requirement of 80 feet and the lots will range in size from 10,009 square feet to 40, 905 square
feet.
Mr. Kass advised that two new streets, Ford Lane and Myles Court, have been extended off of Warrior
Lane and would be local streets that are 29 feet in width. Five foot sidewalks will be constructed on
both sides of the streets except along lots 3-6 where a 1 foot wide trail has been proposed to be
installed.
Mr. Kass stated that a 25 foot landscape buffer easement will be provided along the east boundary
adjacent to warrior lane. All utilities have been extended to all lots with all utilities being public except
a few sections of storm sewer located on private property. The required amount of parkland dedication
for this plat is 0.41 acres. In lieu of dedicating parkland the applicant has constructed a 10 foot trail
with will provide pedestrian access to Songbird Park and will eventually connect with the Centennial
Park trail system.
At this time staff feels comfortable with the plat and would recommend approval of the Final Plat for
Brandon’s Reserve subject to remaining staff comments and review of the legal documents by the city
Attorney.
Commissioner Hoifeldt questioned who would be responsible for maintaining the creek in regards to
the outlots connected to lots 4 and 5, and questioned if the owners would then own the creek.
Chuck Bishop of Bishop engineering and the Applicant’s representative, advised that the homeowners
would be responsible for the maintenance, but that there would be an Overland Flowage Easement
placed in that area to prevent someone from building anything that would block the flow of water. He
also advised that in the event of natural blockage, the City could ask the homeowner to maintain that
as well, or could have the ability to maintain it themselves.
Commissioner Hoifeldt questioned if the homeowners would be able to use the access or build a
bridge over the creek to access the internal streets on lots 4 and 5. Mr. Kass advised that private
ingress/egress road will be developed through lot 4 and connect to lot 5 as the area develops. He also
advised that there had been a request to build a bridge and that the City advised that the DNR and Iowa
Corp of Engineers would have to sign off on a bridge before it could be allowed by the City.
Commissioner Shanks questioned the addressing for lots 4 and 5 and if the Emergency departments
thought that there might be some confusion. Mr. Kass advised that lot 4 has a warrior lane address
while lot 5 would have a Miles Court address, however, he could see how that may be confusing and
advised that staff would revisit the addressing of Lot 5 for Emergency Purposes.
It was also clarified that the Parks marked with C should have been marked with the zoning COS,
conservation and open space.
Commissioner Hoifeldt moved to approve the final plat for Brandon’s Reserve, which was seconded
by Commissioner Shanks, Subject to any remaining staff comments and completion of legal
documents. Ayes: Nigro, Fontenot, Broderick, Hoifeldt, and Shanks. Nays: none. Motion carried.
STAFF REVIEW AND COMMENT: At this time staff comments related to the final plat have
been addressed and the public improvements are nearly complete. The
developer has provided appropriate cash bond for the remaining public
improvements yet to be completed. Staff would recommend approval of the
final plat.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Final Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE FINAL PLAT FOR BRANDON’S RESERVE
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, M & R Holdings, LLC, has requested final approval of Brandon’s Reserve (the
“Plat”); AND
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Plat on September 13, 2016, subject to remaining staff comments and review of the legal
documents; AND,
WHEREAS, the Final Plat for Brandon’s Reserve 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 3rd day of October, 2016, that the Final Plat for Brandon’s Reserve 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 (Lots A and B);
2. Water Main and Overland Flowage Easement;
3. Public Utility Easement;
4. Public Access and Recreational Trail Easement;
5. Sanitary Sewer Easement;
6. Storm Sewer Easement;
7. Overland Flowage Easement;
8. Water Main Easement;
9. Landscape Buffer Easement;
10. Storm Water Management Facility Maintenance Covenant & Permanent
Easement Agreement;
11. Sanitary Sewer and Service Easement;
12. Storm Sewer and Sanitary Sewer Easement;
13. Snow Storage Easement.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: Brandon’s Reserve– Final Plat
DATE: September 13, 2016
GENERAL INFORMATION:
Applicant: M & R Holdings, LLC
Requested Action Final Plat Approval
Location and Size: Property is generally located on the west side
of Warrior Lane and north of SE University
Avenue, containing approximately 13.75
acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant (Formerly
Residential) Parks & Recreation R-1
North Waukee Public Library Civic/Institutional C-4
South Residential Parks & Recreation A-1
East Waukee Middle School
Centennial Park
Civic/Institutional
Parks & Recreation
A-1 & COS
West Indigo Ridge Plat 3 –
Single Family Residential
Downtown R-1, R-2 & COS
BACKGROUND:
The subject property is located west of Warrior Lane and north of the SE University Avenue/Warrior Lane
intersection. The applicant, M & R Holdings, LLC, requests approval of a final plat for a 23 lot single-family
residential subdivision. In November 2015, the Planning & Zoning Commission recommended approval of the
applicant’s request to rezone the subject property from A-1 (Agricultural) and COS (Conservation and Open
Space) to R-1 (Single Family Residence) and the City Council approved the rezoning in December 2015.
September 9, 2016
2 of 3
ABOVE: Aerial photo of proposed plat outlined in BBLLUUEE in relation to the surrounding properties
Project Description:
Lots:
The preliminary plat includes 23 single family residential lots and 4 outlots. The purpose of the outlots are to
prevent construction within the mapped floodplain. Each outlot will be owned and maintained by the lot
owner of the abutting lot. All lots meet the minimum width requirement of 80 feet and the lots will range in
size from 10,009 square feet to 40,905 square feet.
Streets:
Ford Lane and Myles Court have been extended off of Warrior Lane. These are local streets that are 29 feet
in width.
Five foot sidewalks will be constructed on both sides of the streets, except along Lots 3 – 6. On Lots 3 – 6 a
10 foot wide trail has been proposed to be installed.
Easements:
Several easements are proposed within the plat based upon the location of utilities and the trail.
A 25 foot landscape buffer easement will be provided along the east boundary, adjacent to Warrior Lane. This
landscape buffer easement includes Lots 1, 2, 20, 21, 22, and 23.
September 9, 2016
3 of 3
Utilities:
Utilities have been extended to all lots. All utilities within the plat are public except for a few sections of
storm sewer located on private property.
Storm water in this plat will be detained in the existing pond that will be maintained by the homeowners
association. The pond will not be within an outlot, but will be a portion of Lots 8, 9, 10, 11, 12, 13, and 14.
Parkland Dedication
The required amount of parkland dedication for this plat is .41 acres. In lieu of dedicating parkland the
applicant has constructed a 10 foot trail along Lots 3 – 6 and to the rear of Lot 7 which will provide
pedestrian access to Songbird Park. The trail will also be extended through a portion of Lot 2 that eventually
will connect with the Centennial Park trail system.
STAFF RECOMMENDATION
At this time Staff feels comfortable with the plat and would recommend approval of the Final Plat for
Brandon’s Reserve subject to remaining staff comments and review of the legal documents by the City
Attorney.
CITY OF WAUKEE
Andy Kass, AICP
Senior Planner
Development Services Department
230 W. Hickman Road
Waukee, IA 50263
Phone: (515) 978-9533
Fax: (515) 987-1845
1st Review: August 31, 2016
2nd Review:
3rd Review:
4th Review:
Bishop Engineering
Attn: David Bentz
3501 104th Street
Des Moines, IA 50322
RE: Brandon’s Reserve – Final Plat
Dear Mr. Bentz:
Per your request, staff has reviewed the proposed final plat for Brandon’s Reserve. The property is located west
of Warrior Lane and north of University Avenue. Based upon our review, staff has the following comments
related to the project:
FINAL PLAT:
1. Please submit a check for $250 to satisfy the final plat review fee with the next submittal.
Engineers Response:
2. Verify that all existing easements have been indicated with recorded book and page numbers.
Engineers Response:
3. Verify that all proposed easements have been indicated.
Engineers Response:
4. Provide a vicinity map.
Engineers Response:
5. Include the total number of acres at the end of the property description.
Engineers Response:
6. The cross access easement should be an ingress/egress easement.
Engineers Response:
7. Indicate and illustrate 100 year flood elevations for all detention and sump areas.
Engineers Response:
8. A note should be added to the plat assigning responsibility for maintenance of the landscape buffer
areas.
Engineers Response:
Project Name Project Engineer/Manager Project Type City Contact
Brandon’s Reserve David Bentz Final Plat Melissa DeBoer
9. Spot elevations identifying the low spots of all overland flowage easements should be indicated on
the plat along with any distances from the closest property line to the spot elevation if the elevation
is not on the property line. In cases where the low point of the swale extends outside of the plat
boundary, elevations should be provided for any low point within 10 feet of the plat boundary and
distance from the plat line indicated.
Engineers Response:
MISCELLANEOUS COMMENTS:
10. All legal documents related to the final plat must be submitted for staff review prior to forwarding
to the City Council for approval.
Engineers Response:
11. A check in the amount of $550.00 (13.75 acres x $40.00 = $550.00) should be submitted to satisfy
the warning siren fee.
Engineers Response:
A revised final plat should be provided for review once all comments above have been completed. A PDF of the
final plat should be emailed to staff and Jordan Kappos at Veenstra and Kimm. Should you have any questions or
concerns regarding these comments, please feel free to contact Brad Deets (515-978-7899), Andy Kass (515-
978-7897), or myself (515-978-7898).
Sincerely,
Andy Kass, AICP
Senior Planner
LOT 7LOT 138LOT 98LOT 97LOT 99LOT 137LOT 139LOT 100LOT 140PT SEC 34-79-26PT SEC 33-79-26PT SEC 34-79-26PT SEC 33-79-26JOLLIFFEOWNER: BRIAN E &TAMMY J LAIRDZONING: R-2 RESIDENTIALOWNER: CITY OF WAUKEEZONING: C-4 COMMERICALOWNER: CITY OFWAUKEEZONING:COMMERCIAL (C)OWNER: CITY OF WAUKEEZONING: COMMERCIAL (C)OWNER: WAUKEECOMMUNITYSCHOOL DISTRICTZONING: A-1AGRICULTURALPT SEC 33-79-26OWNER: KURT & LORI SCHADEZONING: AG (A)OWNER: DOUGLAS ANDNANCY GEEZONING: R-2 RESIDENTIALOWNER: JULIE D WATERSZONING: R-2 RESIDENTIALOWNER: DEAN E ORJANE K INSKEEPZONING: R-2 RESIDENTIALOWNER: GARY D &JANIS L SCHIRMZONING: R-1 RESIDENTIALOWNER: WALTER KEITH LUX& KELLY LUXZONING: R-1 RESIDENTIALOWNER: DAVID R &JANE A CONNZONING: R-1 RESIDENTIALOWNER: LYNETTE K MARCHANTZONING: R-1 RESIDENTIAL30' SETBACK
30' SETBACK 30' SETBACK30' SETBACK
30' S
E
T
B
A
C
K
30' SETBACK
22' SANITARY SEWER
EASEMENT 20' WATERMAINEASEMENT10' OVERLAND FLOWAGEEASEMENT20' WATERMAIN
EASEMENT
20' STORM SEWER AND
OVERFLOWAGE EASEMENTSTORM SEWERAND OVERLAND FLOWAGE EASEMENT30' SETBACK20' WATERMAINEASEMENT30' SETBACK30'
SETBACK25' BUFFEREASEMENT25' BUFFEREASEMENT30' MONUMENT SIGN EASEMENTPRIVATE20' WATERMAINEASEMENTW
A
T
E
R
M
A
I
N
EA
S
E
M
E
N
T5' TRAILEASEMENTTR
A
I
L
E
A
S
EM
EN
T
OVERLAND FLOWAGEEASEMENT20' OVERLAND FLOWAGE
EASEMENT SANITARY SEWER ANDSERVICE EASEMENTSANITARY SEWEREASEMENTSTORM SEWEREASEMENT15' STORM SEWER
EASEMEMT
30' SANIT
A
R
Y
S
E
W
E
R
EASEMEN
T
10'
W
A
T
E
R
M
I
A
N
A
N
D
OV
E
R
L
A
N
D
F
L
O
W
A
G
E
EA
S
E
M
E
N
T
25' STORM SEWER ANDSANITARY SEWER EASEMENTSANITARY
S
E
W
E
R
EASEMEN
T
SANITARY SEWEREASEMENT25' INGRESS/EGRESS
EASEMENT STORM SEWER ANDDETENTION BASINEASEMENT15' OVERLAND FLOWAGEEASEMENT10' STORM SEWER
EASEMENT
30' MONUMENT SIGN EASEMENTPRIVATEST
O
R
M
S
E
W
E
R
E
A
S
E
M
E
N
T
10' S
T
O
R
M
S
E
W
E
R
EASE
M
E
N
T 20' STORM SEWEREASEMENT10' SNOW STORAGEEASEMENT (SHADED AREAS)10' SNOW STORAGE EASEMENT (SHADED AREAS)6065554535259809901020103010651200581070627377 50102510351060127.80'
N00°00'00"E
127.20'
N00°00'00"E
126.59'
N00°00'00"E
125.99'
N00°00'00"E
120.9
4
'
N20°
1
7
'
1
2
"
E
137.91
'S68°28'52
"W136.59'N90°00'00"E131.94'N90°00'00"E83.02'N59°26'43"W79.23'N90°00'00"E104.47'S80°40'48"E149.01'N37°45'43"W159.80'N14°18'06
"
W
101.40'
S00°26'53"W
1
6
0
.
7
5
'
N
4
8
°
5
7
'
0
8
"
E 151.59'N82°06'10"E159.95'N46°45'41"W249.27'S56°58'29"E30.46'N90°00'00"E42.75'162.46'
S00°00'00"E
65.21'70.59'N90°00'00"E145.74'
S00°00'00"E
90.00'145.57'N90°00'00"W150.20'N90°00'00"E191.69'N90°00'00"E139.99'43.15
'N69°57'19"E46.79'N90°00'00"EC18C19
C20C21C2226.48'91.06'C
2
3
C24C25 C26 44.64'71.41'C27121.10'64.43'C28C
2
9C30 C3
1
4.00'80.00'80.00'80.00'1.94'C32C33C34C35
C36C3769.87'19.67'C38
C39C4015.91'C41C715.91'C81.99'C9
C10
C
1
1C12C17C16C15C14117.54'178.34'399.47'82.96'16.16'227.32'N90°00'00"E49.10'220.21' N90°00'00"E87.49'N37°45'43"W28.99'89.55'N49°22'36"W50.70'N76°52'53"W58.95
'S67°30'49
"W81.27'S83°56'17"W125.77
'S68°36'33
"W
130.80'171.12'131.29
'N71°46'17"E
52.25'143.31'100.09'119.89'80.00'119.09'96.21'50.00'50.00'869.99'
S00°27'42"W
73.63'
52.13'174.84'148.00'162.32
'104.64
'
211.40'188.60'104.43'80.00'80.00'80.00'120.74'122.16'170.00'
S00°00'00"E
80.00'
425.08'444.92'
30.01'30.01'
R
5
5
.
5
'MYLES COURTFORD LANEFORD LANE15' TRAILEASEMENT15'
W
A
T
E
R
M
I
A
N
A
N
D
OV
E
R
L
A
N
D
F
L
O
W
A
G
E
EA
S
E
M
E
N
T
1610200 SFMPE=*1516902 SFMPE=*1440905 SFMPE=1009.001320017 SFMPE=1009.001212771 SFMPE=1009.001111843 SFMPE=1009.001015027 SFMPE=1009.00921826 SFMPE=1009.00825722 SFMPE=1009.00 [E]MPE=* [N,S,W]727412 SFMPE=*620061 SFMPE=999.00 [S]MPE=* [N,E,W]OUTLOT 5A16200 SFOUTLOT 4A21121 SF1710151 SFMPE=*1810103 SFMPE=1014.00 [E]MPE=* [N,S,W]1911552SFMPE=1014.00 [W]MPE=* [N,S,E]2017709 SFMPE=*2111984 SFMPE=*2210780 SFMPE=*2313683 SFMPE=*114287 SFMOE=1011.00222259 SFMOE=1005.00313721 SFMPE=1000.00440858 SFMPE=997.00 [N]MPE=* [S,E,W]OUTLOT 3A7817 SFOUTLOT 2A4395 SF520242 SFMPE=997.00 [N]MPE=* [S,E,W]LOT A87339 SF(PUBLIC STREET)LOT B43500 SF(PUBLIC STREET)C13R55.5'101050
1015 401530' EX SANITARYSEWER EASEMENTBK 837 PG 329WARRIOR LANE
(PUBLIC STREET)
WARRIOR LANE
(PUBLIC STREET)
127.10'
S00°26'53"W
5'
P
U
E 10' PUE10' PUE10' PUE5' PU
E 10' PUE5' PUE
15' PUE
15'
P
U
E10' PUE42.93'WATERMAINEASEMENT30.00'30.00'
60.00' ROW
30.00'30.00'
60.00' ROW
60.00' ROW30.00'30.00'POB60.00' ROW
30.00'
30.00'7.5'7.5'TRAILEASEMENT10' PUE10' PUE10' PUE10' PUE35'
25' INGRESS/EGRESS
EASEMENT
10'
P
U
E
5'5'10' OFFSITE PUEEASEMENTCURVE TABLECURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41LENGTH47.68'47.68'130.00'209.25'128.05'75.38'51.58'38.14'34.52'61.80'68.12'73.70'17.15'5.91'60.36'20.27'22.23'102.99'49.53'106.02'33.88'45.29'167.20'10.10'80.02'35.50'30.15'38.73'25.19'119.78'91.68'26.74'53.33'50.47'53.07'18.31'10.29'56.10'38.43'55.91'32.99'RADIUS150.00'150.00'200.00'150.00'1500.00'50.00'180.00'120.00'25.00'180.00'180.00'180.00'180.00'230.00'230.00'230.00'34.50'55.50'55.50'55.50'34.50'170.00'120.00'1470.09'1470.09'1470.02'20.00'34.50'55.50'55.50'55.50'50.00'60.00'60.00'60.00'50.00'50.00'1529.99'25.00'180.00'120.00'CHORD47.48'47.48'127.72'192.69'128.01'68.44'51.40'37.98'31.84'61.49'67.71'73.19'17.14'5.90'60.19'20.26'21.85'88.83'47.90'90.62'32.54'45.16'154.00'10.10'80.01'35.49'27.38'36.73'24.98'97.85'81.61'26.42'51.59'48.99'51.36'18.21'10.28'56.09'34.75'55.68'32.89'BEARINGN80°53'38"WN80°53'38"WS80°13'20"EN41°11'36"EN01°10'28"WN46°48'36"WS79°59'49"EN80°53'38"WS50°26'33"WN20°43'10"EN41°23'47"EN63°58'05"EN78°25'39"EN81°53'31"ES89°51'15"ES79°48'40"ES84°15'09"WS61°03'29"ES17°40'14"WN82°02'01"WS55°26'31"EN88°47'21"EN41°14'29"EN01°04'43"EN00°40'38"WN02°55'42"WN46°48'36"WS57°50'23"WN38°41'03"ES66°28'51"ES42°40'29"WN74°40'52"ES84°49'28"WN45°36'58"WN03°49'14"ES18°40'05"WS02°16'41"WN02°34'12"WS45°33'05"ES80°41'08"ES79°39'49"EDELTA18°12'45"18°12'45"37°14'32"79°55'36"4°53'28"86°22'48"16°25'07"18°12'45"79°06'55"19°40'13"21°41'00"23°27'37"5°27'30"1°28'16"15°02'11"5°02'59"36°55'32"106°19'18"51°08'09"109°27'20"56°16'20"15°15'55"79°49'48"0°23'37"3°07'07"1°23'01"86°22'48"64°19'15"26°00'34"123°39'38"94°39'03"30°38'16"50°55'28"48°11'40"50°40'45"20°59'03"11°47'46"2°06'03"88°03'50"17°47'44"15°45'08"FINAL PLAT1 OF 2REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:BRANDON'S RESERVE
WAUKEE, DALLAS COUNTY, IOWAEAVLH8-26-16 1ST SUBMITTAL150351PRELIMINARY
GRAPHIC SCALE0502550100M:\LAND PROJECTS 2015\150351\DWG\FINAL PLAT_EAV PDFS.DWG9/9/2016 10:32:12 AM BRANDON'S RESERVEFINAL PLATPROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2015, PAGE 16065)BEGINNING AT A POINT BEING 454.7 FEET N 0° 00' OF THE SOUTHEAST CORNER OF SECTION33, THENCE S 89° 59' W 968.2 FEET, THENCE N 0° 06' E 318.0 FEET, THENCE N 65° 16' E 363.6FEET; THENCE N 0° 06' E 400 FEET; THENCE N 89° 59' E 636.7 FEET; THENCE S 0° 00' ALONGTHE EAST LINE OF THE SE 1/4 OF SECTION 33 AND ALONG THE CENTERLINE OF EAST ROAD870.0 FEET TO THE POINT OF BEGINNING, ALL OF SAID PARCEL BEING IN THE SE 1/4 OFSECTION 33, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., DALLAS COUNTY,IOWA AND BEING IN AND FORMING A PART OF THE TOWN OF WAUKEE, DALLAS COUNTY,IOWA. SUBJECT TO AN EASEMENT FOR PUBLIC HIGHWAY ON THE EAST 33.0 FEETTHEREOF, AND EXCEPT THE FOLLOWING DESCRIBED REAL ESTATE: BEGINNING AT A POINT454.7 FEET NORTH 0° 00' AND 627.2 FEET SOUTH 89° 59' WEST OF THE SOUTHEAST CORNEROF SECTION 33, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., CITY OF WAUKEE,DALLAS COUNTY, IOWA; THENCE SOUTH 89° 59' WEST 341.0 FEET; THENCE NORTH 0° 06'EAST 318.0 FEET; THENCE NORTH 65° 16' EAST 96.4'; THENCE SOUTH 42° 55' EAST 322.52FEET; THENCE SOUTH 15° 15' EAST 126.49 FEET TO THE POINT OF BEGINNING; ALL OF SAIDDESCRIBED PARCEL BEING IN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER(SE 1/4 SE 1/4 ) OF SECTION 33, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., INTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA, AND SAID PARCEL CONTAINSAPPROXIMATELY 1.94 ACRES.GENERAL NOTES SHEET 1:1.LOTS "A" THROUGH "B" 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 PLANECOORDINATE SYSTEM ( NAD83 - IOWA SOUTH)4.THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1 FOOT IN 10,000 FEET ANDEACH LOT WITHIN THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1 FOOT IN5,000 FEET.5.ALL LOT CORNERS HAVE BEEN SET WITH A 3/4" IRON PIPE WITH A YELLOW PLASTICCAP ID # 14775 OR AS NOTED.6.SPOT GRADES NOTED ON THIS FINAL PLAT ON SHEET 2 ARE FOR REFERENCE ONLY.SEE CONSTRUCTION DRAWINGS ON FILE AT CITY HALL FOR COMPLETE GRADINGINFORMATION.7.THE MINIMUM PROTECTION ELEVATIONS (MPE) AND SINGLE SPOT GRADE CALL OUTSARE IN ACCORDANCE WITH THE STORM WATER MANAGEMENT AND CONSTRUCTIONPLANS. THE CITY OF WAUKEE REQUIRES MPE'S AND SPOT GRADES TO BE PLACED ONTHE FINAL PLAT. THE SURVEYOR DOES NOT CERTIFY TO THOSE ELEVATIONS SHOWNON THE PLAT.8.THE DETENTION BASIN WILL BE CONTAINED WITHIN AN EASEMENT AND AMAINTENANCE AGREEMENT WILL BE EXECUTED THROUGH THE BRANDON'S RESERVEHOME OWNERS ASSOCIATION SET UP BY THE DEVELOPER.9.THE INGRESS/EGRESS EASEMENT SHALL ALLOW THE OWNER OF LOT 5 TO INSTALLAND/OR ATTACH ONTO ANY PAVEMENT FOR MEANS OF INGRESS/EGRESS TO SAID LOT5 OVER AND THROUGH LOT 4 WITHIN THE EASEMENT. THE SPLITTING OFMAINTENANCE COST SHALL BE AGREED TO BY MUTUAL AGREEMENT BETWEEN THEOWNERS OF LOT 4 AND 5. SHOULD A MUTUAL AGREEMENT NOT BE ABLE TO BEREACHED, BINDING ARBITRATION SHALL BE ENTERED, AND THE ARBITER SHALL BECHOSEN BY THE OWNER OF LOT 4. THE CITY WILL NOT AND SHALL NOT HAVE ANYINVOLVEMENT WITH ANY DISPUTE ARISING FROM THE INGRESS/EGRESS EASEMENT.10.ALL OUTLOTS INDICATED ON THIS PLAT SHALL HAVE AN ALL ENCOMPASSINGOVERLAND FLOWAGE EASEMENT FOR THE ENTIRE OUTLOT.11.OUTLOTS 5A, 4A, 3A, AND 2A SHALL BE TIED TO AND OWNED WITH THE SAME OWNERAS THE CORRESPONDING LOT NUMBER. THE OUTLOTS SHALL ALWAYS BE SOLD WITHTHE CORRESPONDING LOT NUMBER.12.EASEMENT DIMENSIONS AND SPOT GRADES ARE SHOWN IN DETAIL ON SHEET 2.MINIMUM PROTECTION ELEVATION NOTES:1.MINIMUM PROTECTION ELEVATIONS (MPE) ARE FOR REFERENCE ONLY. SURVEYORCERTIFICATION DOES NOT APPLY TO ANY GRADES SHOWN ON THIS PLAT. 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 MAINTAINEDAND/OR PROTECTED AS DESIGNED DURING HOME CONSTRUCTION AS INTENDED INTHE ORIGINAL 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.HOME BUILDER SHALL BE RESPONSIBLE FOR THE CONVEYANCE OF ALL STORMWATER ACROSS SUBJECT LOT. DRAINAGE SHALL BE CONVEYED AROUND THE SIDESOF THE HOUSE 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 SERVICESAND SET 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.OWNER:M & R HOLDINGS15602 WILDEN DRIVEURBANDALE, IOWA 50323PH: (515) 306-8090DEVELOPER:M & R HOLDINGS15602 WILDEN DRIVEURBANDALE, IOWA 50323PH: (515) 306-8090SURVEYOR:BISHOP ENGINEERINGATTN: LARRY HYLER3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467ZONING:R-1 SINGLE FAMILY RESIDENTIAL DISTRICTMODIFIED*MODIFIED BULK REGULATIONS:MINIMUM LOT SIZE: 10,000SFMINIMUM LOT WIDTH:80FTFRONT YARD SETBACK:30FT*REAR YARD SETBACK:30FT*TOTAL SIDE YARD:15FT COMBINED* (7FT MINIMUM ONE SIDE)*SETBACKS WITHIN THIS PLAT SHALL BE TAKENFROM CUMULATIVE OUTTER BOUNDARIES OFPAIRED LOTS. LOT 2 SHALL BE PAIRED WITH LOT 2A.LOT 3 SHALL BE PAIRED WITH LOT 3A. LOT 4 SHALLBE PAIRED WITH LOT 4A. LOT 5 SHALL BE PAIREDWITH LOT 5A.BENCHMARK:BM #1:HYDRANT 90 FEET NORTHEAST OF SITE ONEAST SIDE OF WARRIOR LANEELEVATION = 1027.86 (NAVD 88 DATUM)ABBREVIATIONS:ACACRESPUEPUBLIC UTILITY EASEMENTTYPTYPICALNNORTHSSOUTHEEASTWWESTYPCYELLOW PLASTIC CAPMPEMINIMUM PROTECTION ELEVATIONMOEMINIMUM OPENING ELEVATIONSFSQUARE FOOTAGEPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDCUT "X" IN PAVEMENTADDRESSLEGEND:PRELIMINARYPRELIMINARY10VICINITY MAPSCALE: NOT TO SCALE
25.45'9.27'22.50'EL13EL14 LOT 7LOT 138LOT 98LOT 97LOT 99LOT 137LOT 139LOT 100LOT 140PT SEC 34-79-26PT SEC 33-79-26PT SEC 34-79-26PT SEC 33-79-26JOLLIFFEOWNER: BRIAN E &TAMMY J LAIRDZONING: R-2 RESIDENTIALOWNER: CITY OF WAUKEEZONING: C-4 COMMERICALOWNER: CITY OFWAUKEEZONING:COMMERCIAL (C)OWNER: CITY OF WAUKEEZONING: COMMERCIAL (C)OWNER: WAUKEECOMMUNITYSCHOOL DISTRICTZONING: A-1AGRICULTURALPT SEC 33-79-26OWNER: KURT & LORI SCHADEZONING: AG (A)33' ROW33' ROWOWNER: DOUGLAS ANDNANCY GEEZONING: R-2 RESIDENTIALOWNER: JULIE D WATERSZONING: R-2 RESIDENTIALOWNER: DEAN E ORJANE K INSKEEPZONING: R-2 RESIDENTIALOWNER: GARY D &JANIS L SCHIRMZONING: R-1 RESIDENTIALOWNER: WALTER KEITH LUX& KELLY LUXZONING: R-1 RESIDENTIALOWNER: DAVID R &JANE A CONNZONING: R-1 RESIDENTIALOWNER: LYNETTE K MARCHANTZONING: R-1 RESIDENTIAL22' SANITARY SEWER
EASEMENT 20' WATERMAINEASEMENT10' OVERLAND FLOWAGEEASEMENT20' WATERMAIN
EASEMENT
20' STORM SEWER AND
OVERFLOWAGE EASEMENTSTORM SEWERAND OVERLAND FLOWAGE EASEMENT20' WATERMAINEASEMENT25' BUFFEREASEMENT25' BUFFEREASEMENT30' MONUMENT SIGN EASEMENTPRIVATE20' WATERMAINEASEMENTW
A
T
E
R
M
A
I
N
EA
S
E
M
E
N
T5' TRAILEASEMENTTR
A
I
L
E
A
S
EM
EN
T
OVERLAND FLOWAGEEASEMENT20' OVERLAND FLOWAGE
EASEMENT SANITARY SEWER ANDSERVICE EASEMENTSANITARY SEWEREASEMENTSTORM SEWEREASEMENT15' STORM SEWER
EASEMEMT
30' SANIT
A
R
Y
S
E
W
E
R
EASEMEN
T
10'
W
A
T
E
R
M
I
A
N
A
N
D
OV
E
R
L
A
N
D
F
L
O
W
A
G
E
EA
S
E
M
E
N
T
25' STORM SEWER ANDSANITARY SEWER EASEMENTSANITARY
S
E
W
E
R
EASEMEN
T
SANITARY SEWEREASEMENT25' INGRESS/EGRESS
EASEMENT STORM SEWER ANDDETENTION BASINEASEMENT15' OVERLAND FLOWAGEEASEMENT10' STORM SEWER
EASEMENT
30' MONUMENT SIGN EASEMENTPRIVATEST
O
R
M
S
E
W
E
R
E
A
S
E
M
E
N
T
10' S
T
O
R
M
S
E
W
E
R
EASE
M
E
N
T 20' STORM SEWEREASEMENT10' SNOW STORAGEEASEMENT (SHADED AREAS)10' SNOW STORAGE EASEMENT (SHADED AREAS)R
5
5
.
5
'MYLES COURTFORD LANEFORD LANE15' TRAILEASEMENT15'
W
A
T
E
R
M
I
A
N
A
N
D
OV
E
R
L
A
N
D
F
L
O
W
A
G
E
EA
S
E
M
E
N
T
1610200 SFMPE=*1516902 SFMPE=*1440905 SFMPE=1009.001320017 SFMPE=1009.001212771 SFMPE=1009.001111843 SFMPE=1009.001015027 SFMPE=1009.00921826 SFMPE=1009.00825722 SFMPE=1009.00 [E]MPE=* [N,S,W]727412 SFMPE=*620061 SFMPE=999.00 [S]MPE=* [N,E,W]OUTLOT 5A16200 SFOUTLOT 4A21121 SF1710151 SFMPE=*1810103 SFMPE=1014.00 [E]MPE=* [N,S,W]1911552SFMPE=1014.00 [W]MPE=* [N,S,E]2017709 SFMPE=*2111984 SFMPE=*2210780 SFMPE=*2313683 SFMPE=*114287 SFMOE=1011.00222259 SFMOE=1005.00313721 SFMPE=1000.00440858 SFMPE=997.00 [N]MPE=* [S,E,W]OUTLOT 3A7817 SFOUTLOT 2A4395 SF520242 SFMPE=997.00 [N]MPE=* [S,E,W]LOT A87339 SF(PUBLIC STREET)LOT B43500 SF(PUBLIC STREET)R55.5'13.01'29.25'6.5'
6.5'2.67'28.49'29.65'25.84'
35.68'5.17'10.06'9.71'7.56'12.33'9.68'1.97'4.88'6.6'
6.15'
6.5'62.25'1017.11020.11014.51014.31015.81021.61017.61023.51023.61023.61018.81017.81018.81016.61016.51016.51022.81018.81014.91013.01018.11020.01013.41013.31013.51013.91014.01013.11012.91012.31012.31012.51013.11015.11015.71015.61016.61020.71019.91021.21023.71022.91023.41020.31015.01013.61014.11014.41016.81021.11017.11019.41021.01019.11019.31020.41021.51021.51020.41019.21017.91014.71009.41011.31011.31005.6999.4995.3995.7994.6992.9994.71008.61008.11006.0997.4997.7997.5995.6992.2995.6993.21001.71019.01007.31008.01006.41006.61007.01008.91007.01006.41006.21006.31002.01003.75FL1008.21018.71007.8993.01018.81012.6995.0996.01006.71009.91008.81010.01007.01007.01007.01016.21010.21005.11010.91013.81012.41013.41014.71015.11015.81014.11010.91011.11013.61024.11012.41012.41011.31012.51011.3EL9EC16EC1775.07'EL11 40.18'221.21'EL12EL10EC
187.82'20.00'345.56'S89°58'26"E555.89'S89°58'26"E135.11'
N00°55'47"E
EL17EL18EL19
EL20EL2161.69'50.91'65.71'83.63'N08°50'36"W68.49'N08°50'36"W78.80'N53°50'36"WEC11EC9EC10140.14'
S00°00'00"E
5
1
.
5
0
'S5
5
°
3
2
'
5
2
"W
4
5
.
1
0
'S5
5
°
4
0
'
2
8
"W
51.77'
S00°00'00"E
49.85'N90°00'00"W318.94'
N00°00'00"E83.01'S81°09'24"W51.34'62.75'S71°27'10"EEC12EC1
3 EL1537.28'22.72'EL16210.16'S89°58'26"EE C21
E
C
2
0129.73'EC733.05'N79°26'03"W30.00'
N10°33'57
"
E
11.66'S79°26'03"E78.06'N79°34'18"W35.51'
7
5
.
8
0
'
S
5
4
°
0
3
'
3
7
"W166.52
'S73°12'38"W119.04'87.16'16.55'N89°32'18"W39.30'S63°39'01"E100.72'N89°32'18"WEL4
EL57
5
.
8
6
'
S
4
5
°
0
4
'
0
4
"W53.92'51.95'
13.54'25.00'246.05'N89°33'07"W268.61'S89°33'07"E250.09'N89°33'07"W48.91'N71°09'27"W49.01'N71°09'27"W106.92'N90°00'00"W102.96'N90°00'00"E25.00'28.17'
10.36'47.75'30.00'N89°32'18"W51.01'
N00°27'42"E
55.87'30.00'S89°32'18"E50.97'
S00°27'42"W 67.14'N90°00'00"E48.20'N77°55'19"E48.21'S00°00'00"EEL
1
7
9
.
2
0
'
S
4
2
°
2
2
'
2
8
"
W
EL3
EL2EC1EC14100.00'
N00°16'41"W 90.08'N02°28'43"WEC1522.49'25.20'
S00°01'02"W
EC1914.93'56.97'S53°48'30"E25.07'EC3
E
C2EL6EC6 EL811.88'EL717.79'1008.9EC8
20.27'10.55'31.74'EC5E
C
4 269.07'N89°58'58"W5.41'N00°30'40"E14.66
'30' EX SANITARYSEWER EASEMENTBK 837 PG 329WARRIOR LANE
(PUBLIC STREET)
WARRIOR LANE
(PUBLIC STREET)
5'
P
U
E 10' PUE10' PUE10' PUE5' PU
E 10' PUE5' PUE
15' PUE
15'
P
U
E10' PUE42.93'WATERMAINEASEMENT65.21'60.43'N21°47'14"W30.00'30.00'
60.00' ROW
30.00'30.00'
60.00' ROW
60.00' ROW30.00'30.00'POB60.00' ROW
30.00'
30.00'7.5'7.5'TRAILEASEMENT10' PUE10' PUE10' PUE10' PUE35'
25' INGRESS/EGRESS
EASEMENT
10'
P
U
E
41.48'41.48'82.02'82.02'111.06'8.37'58.30'
S00°00'00"E
8
4
.
2
3
'
S
4
8
°
5
6
'
2
6
"W
145.66'
N00°00'00"E
31.7'20.00'S00°26'53"W268.61'S89°33'07"E7'
1
3
'
176.62'
S00°55'47"W18.26'S00°55'47"WSANITARY SEWEREASEMENT5'83.79'N02°28'43"W46.06'N80°59'21"W5'10' OFFSITE PUEEASEMENT100-YR STORM EVENTPOOL ELEVATION PERCONSTRUCTION PLANS =1005.46100-YR STORM EVENTSUMP ELEVATIONPER CONSTRUCTIONPLANS = 1002.50100-YR STORM EVENTSUMP ELEVATIONPER CONSTRUCTIONPLANS = 1018.25100-YR STORM EVENTSUMP ELEVATIONPER CONSTRUCTIONPLANS = 1018.85CURVE TABLECURVEEC1EC2EC3EC4EC5EC6EC7EC8EC9EC10EC11EC12EC13EC14EC15EC16EC17EC18EC19EC20EC21LENGTH36.95'31.25'25.09'61.12'60.69'25.10'35.27'47.25'64.33'20.62'18.88'43.34'12.85'38.02'45.67'28.42'24.91'13.53'18.86'51.04'20.28'RADIUS120.00'25.00'180.00'180.00'180.00'230.00'55.50'55.50'55.50'55.50'170.00'120.00'120.00'25.00'60.00'60.00'60.00'50.00'55.50'55.50'55.50'CHORD36.80'29.25'25.07'60.83'60.40'25.08'34.68'45.83'60.79'20.51'18.88'43.11'12.84'34.46'44.58'28.15'24.73'13.49'18.77'49.26'20.17'BEARINGS80°36'30"ES46°41'37"WS26°33'42"WN40°16'55"ES66°02'20"WN85°45'13"ES26°06'17"EN18°51'02"EN76°26'38"ES59°42'16"EN84°20'20"EN70°48'34"EN57°23'43"EN45°05'16"WS43°19'29"EN83°16'51"WN71°15'25"EN67°06'44"EN80°15'49"EN44°10'55"ES07°22'09"WDELTA17°38'29"71°37'07"7°59'09"19°27'16"19°19'08"6°15'07"36°24'55"48°46'34"66°24'38"21°17'35"6°21'54"20°41'40"6°08'01"87°08'13"43°36'41"27°08'05"23°47'23"15°30'00"19°28'23"52°41'25"20°56'07"EASEMENT EASEMENT LINE TABLELINE #EL1EL2EL3EL4EL5EL6EL7EL8EL9EL10EL11EL12EL13EL14EL15EL16EL17EL18EL19EL20EL21LENGTH63.6925.3666.2281.94146.9910.7226.8693.2844.8246.6941.4357.7785.4266.3910.2710.4118.5816.3139.9410.0710.22DIRECTIONS29° 59' 28"WN00° 16' 41"WN21° 29' 35"ES01° 05' 44"WS63° 59' 14"EN00° 26' 53"ES56° 58' 29"EN56° 58' 29"WN80° 59' 21"WN00° 00' 00"ES11° 59' 29"WN06° 29' 37"ES00° 02' 43"WN90° 00' 00"WN00° 01' 34"EN00° 01' 34"EN90° 00' 00"EN90° 00' 00"EN00° 55' 47"ES89° 29' 20"EN89° 29' 20"WFINAL PLAT2 OF 2REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:BRANDON'S RESERVE
WAUKEE, DALLAS COUNTY, IOWAEAVLH8-26-16 1ST SUBMITTAL150351PRELIMINARY
GRAPHIC SCALE0502550100M:\LAND PROJECTS 2015\150351\DWG\FINAL PLAT_EAV PDFS.DWG9/9/2016 10:32:48 AM BRANDON'S RESERVEFINAL PLATABBREVIATIONS:ACACRESPUEPUBLIC UTILITY EASEMENTTYPTYPICALNNORTHSSOUTHEEASTWWESTYPCYELLOW PLASTIC CAPMPEMIN PROTECTION ELEVATIONSFSQUARE FOOTAGEPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDCUT "X" IN PAVEMENTADDRESSFINISH GRADE PERCONSTRUCTION PLANSLEGEND:100.010GENERAL NOTES SHEET 2:1.LOTS "A" AND "B" ARE STREET LOTS TO BE DEDICATED TO THE CITY OF WAUKEE.2.ALL EASEMENTS SHALL BE PUBLIC UNLESS OTHERWISE NOTED AS PRIVATE.3.SPOT GRADES NOTED ON THIS FINAL PLAT ON SHEET 2 ARE FOR REFERENCE ONLY.SEE CONSTRUCTION DRAWINGS ON FILE AT CITY HALL FOR COMPLETE GRADINGINFORMATION.4.THE MINIMUM PROTECTION ELEVATIONS (MPE) AND SINGLE SPOT GRADE CALL OUTSARE IN ACCORDANCE WITH THE STORM WATER MANAGEMENT AND CONSTRUCTIONPLANS. THE CITY OF WAUKEE REQUIRES MPE'S AND SPOT GRADES TO BE PLACED ONTHE FINAL PLAT. THE SURVEYOR DOES NOT CERTIFY TO THOSE ELEVATIONS SHOWNON THE PLAT.5.THE DETENTION BASIN WILL BE CONTAINED WITHIN AN EASEMENT AND AMAINTENANCE AGREEMENT WILL BE EXECUTED THROUGH THE BRANDON'S RESERVEHOME OWNERS ASSOCIATION SET UP BY THE DEVELOPER.6.THE INGRESS/EGRESS EASEMENT SHALL ALLOW THE OWNER OF LOT 5 TO INSTALLAND/OR ATTACH ONTO ANY PAVEMENT FOR MEANS OF INGRESS/EGRESS TO SAID LOT5 OVER AND THROUGH LOT 4 WITHIN THE EASEMENT. THE SPLITTING OFMAINTENANCE COST SHALL BE AGREED TO BY MUTUAL AGREEMENT BETWEEN THEOWNERS OF LOT 4 AND 5. SHOULD A MUTUAL AGREEMENT NOT BE ABLE TO BEREACHED, BINDING ARBITRATION SHALL BE ENTERED, AND THE ARBITER SHALL BECHOSEN BY THE OWNER OF LOT 4. THE CITY WILL NOT AND SHALL NOT HAVE ANYINVOLVEMENT WITH ANY DISPUTE ARISING FROM THE INGRESS/EGRESS EASEMENT.7.ALL OUTLOTS ON INDICATED ON THIS PLAT SHALL HAVE AN ALL ENCOMPASSINGOVERLAND FLOWAGE EASEMENT FOR THE ENTIRE OUTLOT.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 MAINTAINEDAND/OR PROTECTED AS DESIGNED DURING HOME CONSTRUCTION AS INTENDED INTHE ORIGINAL 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.HOME BUILDER SHALL BE RESPONSIBLE FOR THE CONVEYANCE OF ALL STORMWATER ACROSS SUBJECT LOT. DRAINAGE SHALL BE CONVEYED AROUND THE SIDESOF THE HOUSE 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 SERVICESAND SET 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.