HomeMy WebLinkAbout2024-02-20 I07A-B Spring Crest Townhomes Plat 3_Final Plat, Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: February 20, 2024
AGENDA ITEM: Consideration of approval of resolutions approving a final plat and site plan
for Spring Crest Townhomes Plat 3
FORMAT: Resolutions
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat and site
plan for a townhome development, located south of Maple Street and west of
10th Street, containing 13.78-acres.
A final plat and site plan was recently approved for this site for 116 lots/units
in June 2022. Two of those buildings or 11 units from that approved site plan
were built at the northeast corner of the property. The applicant is now
requesting a new final plat and site plan be approved due to a change in
ownership for the remainder of the lots. The new footprints vary in size from
the original plan, resulting in the need to replat. The proposed site plan also
reduces the number of overall units by two. In addition, the building
elevations will be different than what was previously approved.
The project includes 103 townhome lots. Each unit is on its own lot. The
townhome units are intended to be owner-occupied. Building sizes include 2-
unit, 4-unit, 5-unit, and 6-unit buildings. All units will have a 2-car attached
garage.
The units along Maple Street will be serviced with public utilities. All other
units will be serviced with private utilities. Storm water detention will be
provided with a pond located at the southwest corner of the site. The
homeowner’s association will be responsible for the maintenance of the pond
and private utilities.
A minimum of 20% of the site is required to be open space, they are providing
48%. A landscape buffer will be provided along the east and south sides of the
site.
The elevations of the buildings will be constructed of lap siding, board and
batten, shake siding, stone, and asphalt shingles.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the final plat and site plan request at their meeting on February
13, 2024 and recommended approval:
I7A-B
Approval of a Final Plat & Site Plan for Spring Crest Townhomes Plat 3
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a final plat and site plan
for a townhome development, as requested by Spring Crest Townhomes Waukee 2, LLC, represented
by Korey Marsh, P.E. of Snyder & Associates, Inc.
The property is generally located south of Maple Street and west of 10th Street, containing
approximately 13.78-acres.
The subject property is located within the existing Spring Crest Development. The subject property
recently had a final plat and site plan approved for 116 lots/units in June 2022. Two of the townhome
buildings from that site plan approval were completed for a total of 11 units at the northeast corner of
the property. The applicant is now requesting a new final plat and site plan be approved because
ownership is intended to change for the remainder of the lots. The new footprints vary in size from the
originally approved units, resulting in the need to re-plat. The proposed site plan also reduces the
number of units by two. In addition, building elevations will be different than what was previously
approved.
The final plat and site plan identifies a total of 103 lots that are intended for townhome development.
The lots range in size from 1,300 square feet to 2,500 square feet. All proposed lots meet or exceed
the minimum requirements of the R-4 zoning district.
The units to be constructed within the proposed development will be owner-occupied units. A total of
103 units are shown on the site plan. Building sizes shown include 2-unit, 4-unit, 5-unit, and 6-unit
buildings. The planned square footage for the units within the 4-unit, 5-unit- and 6-unit buildings
ranges from 1,368 square feet to 1,642 square feet. The planned square footage for the 2-unit living
spaces will be approximately 2,525 square feet. All 4-, 5-, and 6-unit buildings will be two-story
buildings and the 2-unit buildings will be single-story. All units will have a two-car attached garage.
A total of 255 parking spaces are required. The site plan identifies 256 spaces which includes 24
visitor spaces. Units 1 through 27 will be accessed via Maple Street on the north side of the plat. The
remaining units will be accessed via internal private streets. Sidewalks will be provided on both sides
of the internal streets. A 10-foot-wide trail will be installed along the east plat boundary adjacent to
10th Street and sidewalks along Maple Street and 11th Street will be installed.
Units 1 through 27 will be serviced from public utilities. All other units will be serviced by private
utilities that have been extended through the development. Stormwater detention will be provided by a
pond in the southwest corner of the site. The homeowner’s association will be responsible for the
maintenance of the pond and private utilities. Garbage and recycling services will be provided for
each unit.
All proposed easements have been indicated on the final plat. A landscape buffer will be installed
along the east and south sides of the development. Parkland dedication requirements were satisfied
with previous phases of the Spring Crest Development.
Elevations of the various unit styles have been provided. The proposed units meet the requirement of
the Site Plan Ordinance. Proposed materials include lap siding, board and batten, shake siding, stone,
and asphalt shingles. Multiple color schemes have been provided to provide differentiation between
the buildings.
All proposed lots and units meet the minimum requirements of the Zoning Ordinance, the final plat is
in general conformance with the Subdivision Ordinance, and the proposed land use of the property is
consistent with the Comprehensive Plan. Staff recommends approval of the final plat and site plan for
Spring Crest Townhomes Plat 3 subject to remaining staff comments and review of legal documents.
Discussion as follows:
• General discussion of exterior finishes of new buildings as compared to existing buildings
within the development
• Korey Marsh, of Snyder & Associates, 2727 SW Snyder Blvd, Ankeny, IA 50023 joined the
discussion briefly and shared that, of the existing units, it was his understanding that three of
those units have been sold
Motion by Commissioner Tessau for approval of a final plat for Spring Crest Townhomes Plat 3,
seconded by Commissioner Lohse. Ayes: Beenken, Koelker, Broderick, Tessau, Lohse, and Bankole.
Nays: None. Motion carried.
Motion by Commissioner Beenken for a site plan for Spring Crest Townhomes Plat 3, seconded by
Commissioner Bankole. Ayes: Beenken, Koelker, Broderick, Tessau, Lohse, and Bankole. Nays:
None. Motion carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the final plat and site plan for
Spring Crest Townhomes Plat 3 subject to remaining staff comments.
RECOMMENDATION: Approve the resolutions.
ATTACHMENTS: I. Proposed Resolutions
II. Staff Report
III. Final Plat
IV. Site Plan
V. Building Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2024-
APPROVING THE FINAL PLAT FOR SPRING CREST TOWNHOMES PLAT 3
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, Springcrest Townhomes Waukee 2, LLC, has requested final plat approval of Spring
Crest Townhomes Plat 3 (the “Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat
on February 13, 2024, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for Spring Crest Townhomes Plat 3 and the documents relating thereto will
comply with section §176 – Subdivision Regulations 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 February, 2024, that the Final Plat for Spring Crest Townhomes Plat 3 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 Public Utility
Easement and documents to be filed with the Plat.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
R. Charles Bottenberg
Chris Crone
Rob Grove
Anna Bergman Pierce
Ben Sinclair
THE CITY OF WAUKEE, IOWA
RESOLUTION 2024-
APPROVING THE SITE PLAN FOR SPRING CREST TOWNHOMES PLAT 3
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 recommended approval of
the Site Plan for Spring Crest Townhomes Plat 3, subject to remaining staff comments on
February 13, 2024; AND,
WHEREAS, the Site Plan for Spring Crest Townhomes Plat 3 is in general conformance with
§160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code;
AND,
WHEREAS, the Site Plan for Spring Crest Townhomes Plat 3 is in general conformance with
§161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 20th day of February, 2024, that the Site Plan for Spring Crest Townhomes Plat 3 is approved
subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
R. Charles Bottenberg
Chris Crone
Rob Grove
Anna Bergman Pierce
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Spring Crest Townhomes Plat 3 – Final Plat
& Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: February 9, 2024
MEETING DATE: February 13, 2024
GENERAL INFORMATION
Owner/Applicant: Springcrest Townhomes Waukee 2, LLC
Owner’s Representative:
Korey Marsh, P.E. with Snyder & Associates, Inc.
Request: The applicant is requesting approval of a final plat
and site plan for a townhome development.
Location and Size: Property is generally located south of Maple Street
and west of 10th Street, containing approximately
13.78-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed project (outlined in RED).
February 9, 2024
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped /
Townhomes
Medium Density
Residential
R-4 (Row Dwelling & Townhome District)
North Deery Brothers /
Vacant
Mixed Use Corridor C-1 (Community & Highway Service
Commercial District)
South Spring Crest Plats 1 –
6
Single Family
Residential
R-2 (One & Two Family Residential
District) / PD-1 (planned development
Overlay)
East Spring Crest
Townhomes Plat 1
Medium Density
Residential
R-4 (Row Dwelling & Townhome District)
West Vacant –
Undeveloped
Medium Density
Residential
A-1 (Agricultural District)
HISTORY
The subject property is located within the existing Spring Crest Development. The subject property recently had a final
plat and site plan approved for 116 lots/units in June 2022. Two of the townhome buildings from that site plan approval
were completed for a total of 11 units at the northeast corner of the property. The applicant is now requesting a new
final plat and site plan be approved because ownership is intended to change for the remainder of the lots. The new
footprints vary in size from the originally approved units, resulting in the need to replat. The proposed site plan also
reduces the number of overall units by two. In addition, building elevations will be different than what was previously
approved.
PROJECT DESCRIPTION
LOTS & SITE PLAN
The final plat and site plan identifies a total of 103 lots that are intended for townhome development. The lots range in
size from 1,300 square feet to 2,500 square feet. All proposed lots meet or exceed the minimum requirements of the R-
4 zoning district. The bulk regulations for the R-4 zoning district are included below in Table 1.
Table 1: R-4 requirements.
Category R-4 District
Lot Area 3,500 square feet per unit
Lot Width 20 feet per unit
Front Yard Setback 30-feet (perimeter)
Rear Yard Setback 30 feet
Side Yard Setback 15 feet (total)
Dwelling Units (DU) per Acre (maximum) 12 DU / acre
The units to be constructed within the proposed development will be owner-occupied units. A total of 103 units are
shown on the site plan. Building sizes shown include 2-unit, 4-unit, 5-unit, and 6-unit buildings. The planned square
February 9, 2024
3 of 3
footages for the units within the 4-unit, 5-unit, and 6-unit buildings range between 1,368 square feet to 1,642 square
feet. The planned square footages for the 2-unit living spaces will be approximately 2,525 square feet. All 4, 5, and 6 unit
buildings will be two-story buildings and the 2-unit buildings will be single-story. All units will have a two-car attached
garage.
PARKING
A total of 255 parking spaces are required. The site plan identifies that 256 spaces are provided which includes 24 visitor
spaces.
STREETS AND TRAIL
Units 1 through 27 will be accessed via Maple Street on the north side of the plat. The remaining units will be accessed
via internal private streets. Sidewalks will be provided on both sides of the internal streets. A 10-foot wide trail will be
installed along the east plat boundary adjacent to 10th Street and sidewalks along Maple Street and 11th Street will be
installed.
UTILITIES
Units 1 through 27 will be serviced from public utilities. All other units will be serviced by private utilities that have been
extended through the development. Stormwater detention will be provided in a pond in the southwest corner of the
site. The homeowner’s association will be responsible for the maintenance of the pond and private utilities. Garbage and
recycling services will be provided for each unit.
EASEMENTS
All proposed easements have been indicated on the final plat. A landscape buffer will be installed along the east and
south sides of the development.
PARKLAND DEDICATION
Parkland dedication requirements were satisfied with previous phases of the Spring Crest Development.
BUILDING ELEVATIONS
Elevations of the various unit styles have been provided. The proposed units meet the requirements of the Site Plan
Ordinance. Proposed materials include lap siding, board and batten, shake siding, stone, and asphalt shingles. Multiple
color schemes have been provided to provide differentiation between the buildings.
STAFF RECOMMENDATION
All proposed lots and units meet the minimum requirements of the Zoning Ordinance, the final plat is in general
conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the
Comprehensive Plan. Staff recommends approval of the final plat and site plan for Spring Crest Townhomes Plat 3
subject to remaining staff comments and review of the legal documents.
10
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SPRING CREST TOWNHOMES PLAT 3
FINAL PLAT
GENERAL NOTES
1.PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION MEETING
WITH THE CITY IS REQUIRED.
2.OUTLOT 'X' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
EXISTING PLAT 2 LOTS WILL SHARE THE SAME HOME OWNERS ASSOCIATION.
PLAT DESCRIPTION
LOTS 12 THROUGH 116, AND OUTLOT "X", SPRING CREST TOWNHOMES PLAT 2, AN
OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA.
PROPERTY SUBJECT TO ANY AND ALL EASEMENTS OF RECORD.
OWNER/DEVELOPER/APPLICANT
SPRINGCREST TOWNHOMES WAUKEE 2, LLC
15920 HICKMAN RD STE 330-400
CLIVE, IA 50325
CONTACT: CASEY SHELTON
PHONE:(515) 499-6194
ZONING
R-4 - ROW DWELLING AND TOWNHOME DISTRICT
BULK REGULATIONS:
DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM
MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT
LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL
SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS
REAR YARD = 30 FEET
NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3
NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6.
MINIMUM OPEN SPACE = 20%
VICINITY MAP
WAUKEE, IOWA
PROJECT LOCATION
AREA SUMMARY
OUTLOT "X"= 9.62 AC (418,859 SF)
LOTS 1-103 & EX LOTS 1-11= 4.16 AC (181,371 SF)
INDEX LEGEND
SURVEYOR'S NAME / RETURN TO:
ERIN D. GRIFFIN
SNYDER & ASSOCIATES, INC.
2727 SW SNYDER BOULEVARD
ANKENY, IOWA 50023
515-964-2020
egriffin@snyder-associates.com
SERVICE PROVIDED BY:
SNYDER & ASSOCIATES, INC.
SURVEY LOCATED:
LOTS 1 THROUGH 116 & OUTLOT "X"
SPRING CREST TOWNHOMES PLAT 2
SEC. 32-79-26
REQUESTED BY:
SPRINGCREST TOWNHOMES WAUKEE 2, LLC
LEGEND
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 19710
w/Yellow Plastic Cap
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
AREA ABOVE RESERVED FOR RECORDER'S STAMP
Erin D. Griffin, PLS Date
License Number 19710
My License Renewal Date is December 31, 2025
Pages or sheets covered by this seal:
ERIN D.
GRIFFIN
19710
AIOW
L
I
CENSED P R O F E S S I ONAL LA
N
D
S
U
R
V
EYOR
I hereby certify that this land surveying document
was prepared and the related survey work was
performed by me or under my direct personal
supervision and that I am a duly licensed
Professional Land Surveyor under the laws of the
State of Iowa.
Sheets 1 through 3, of 3
LOT INFORMATION
LOT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
1482.00
1368.00
1368.00
1482.00
1642.17
1524.17
1524.17
1642.17
1642.17
1524.17
1524.17
1642.17
1642.17
1524.17
1524.17
1642.17
1482.00
1368.00
1368.00
1368.00
0.03
0.03
0.03
0.03
0.04
0.03
0.03
0.04
0.04
0.03
0.03
0.04
0.04
0.03
0.03
0.04
0.03
0.03
0.03
0.03
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
1482.00
1482.00
1368.00
1368.00
1368.00
1368.00
1482.00
1482.00
1368.00
1368.00
1368.00
1368.00
1482.00
1482.00
1368.00
1368.00
1368.00
1482.00
1642.17
1524.17
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.04
0.03
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
1524.17
1642.17
1642.17
1524.17
1524.17
1642.17
1482.00
1368.00
1368.00
1368.00
1482.00
1642.17
1524.17
1524.17
1642.17
1482.00
1368.00
1368.00
1368.00
1368.00
0.03
0.04
0.04
0.03
0.03
0.04
0.03
0.03
0.03
0.03
0.03
0.04
0.03
0.03
0.04
0.03
0.03
0.03
0.03
0.03
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
1482.00
1642.17
1524.17
1524.17
1642.17
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
0.03
0.04
0.03
0.03
0.04
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
2524.80
1482.00
1368.00
1368.00
1368.00
1482.00
2524.80
2524.80
2524.80
2524.80
1482.00
1368.00
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.03
0.03
0.03
0.03
0.03
0.06
0.06
0.06
0.06
0.03
0.03
101
102
103
1368.00
1368.00
1482.00
0.03
0.03
0.03
LOT ADDRESS
AREA
(SF)
AREA
(ACRES)LOT #LOT ADDRESS
AREA
(SF)
AREA
(ACRES)
LOT #LOT ADDRESSAREA
(SF)
AREA
(ACRES)
1032 MAPLE STREET
1034 MAPLE STREET
1036 MAPLE STREET
1038 MAPLE STREET
1042 MAPLE STREET
1044 MAPLE STREET
1046 MAPLE STREET
1048 MAPLE STREET
1052 MAPLE STREET
1054 MAPLE STREET
1056 MAPLE STREET
1058 MAPLE STREET
1062 MAPLE STREET
1064 MAPLE STREET
1066 MAPLE STREET
1068 MAPLE STREET
1072 MAPLE STREET
1074 MAPLE STREET
1076 MAPLE STREET
1078 MAPLE STREET
1080 MAPLE STREET
1084 MAPLE STREET
1086 MAPLE STREET
1088 MAPLE STREET
1090 MAPLE STREET
1092 MAPLE STREET
1094 MAPLE STREET
1091 DAISY LANE
1089 DAISY LANE
1087 DAISY LANE
1085 DAISY LANE
1083 DAISY LANE
1081 DAISY LANE
1071 DAISY LANE
1069 DAISY LANE
1067 DAISY LANE
1065 DAISY LANE
1063 DAISY LANE
1059 DAISY LANE
1057 DAISY LANE
1055 DAISY LANE
1053 DAISY LANE
1049 DAISY LANE
1047 DAISY LANE
1045 DAISY LANE
1043 DAISY LANE
1039 DAISY LANE
1037 DAISY LANE
1035 DAISY LANE
1033 DAISY LANE
1031 DAISY LANE
1027 DAISY LANE
1025 DAISY LANE
1023 DAISY LANE
1021 DAISY LANE
1013 DAISY LANE
1011 DAISY LANE
1009 DAISY LANE
1007 DAISY LANE
1005 DAISY LANE
1003 DAISY LANE
411 KINLEY DRIVE
415 KINLEY DRIVE
421 KINLEY DRIVE
425 KINLEY DRIVE
431 KINLEY DRIVE
435 KINLEY DRIVE
441 KINLEY DRIVE
445 KINLEY DRIVE
451 KINLEY DRIVE
455 KINLEY DRIVE
470 KINLEY DRIVE
474 KINLEY DRIVE
480 KINLEY DRIVE
484 KINLEY DRIVE
490 KINLEY DRIVE
494 KINLEY DRIVE
500 KINLEY DRIVE
504 KINLEY DRIVE
1054 DAISY LANE
1056 DAISY LANE
1060 DAISY LANE
1062 DAISY LANE
1066 DAISY LANE
1068 DAISY LANE
1082 DAISY LANE
1084 DAISY LANE
1088 DAISY LANE
1090 DAISY LANE
523 KINLEY DRIVE
517 KINLEY DRIVE
513 KINLEY DRIVE
507 KINLEY DRIVE
503 KINLEY DRIVE
497 KINLEY DRIVE
493 KINLEY DRIVE
434 KINLEY DRIVE
430 KINLEY DRIVE
428 KINLEY DRIVE
424 KINLEY DRIVE
420 KINLEY DRIVE
414 KINLEY DRIVE
410 KINLEY DRIVE
Existing 7' Gas Easement
(Book 2022, Page 22362)
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
30' Public
Sanitary
Sewer
Easement
35'X10' Temporary
Construction Easement
Existing 30' Sanitary &
Storm Sewer Easement
(Bk 2018, Pg 21225)
Existing 30' Drainage &
Storm Sewer Easement
(Bk 2018 Pg 21223)
Exi
s
t
i
n
g
1
0
'
P
U
E
(B
k
2
0
1
8
,
P
g
2
1
2
2
4
)
Existing 30' Private
Sanitary Sewer Easement
(Bk 2018 Pg 21228)Existing 15' Storm
Sewer Easement
(Bk 2018, Pg 21222)
Existing 10' PUE
(Bk 2018, Pg 21222)
18
19
20
21
22
23
24
25
26
27
28
29
30
31 32
120
.
0
0
'
R
.
O
.
W
.
120.00'
R
.
O
.
W
.
Outlot "X"
Spring Crest
Townhomes Plat 2
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
OUTLOT "Y"
SPRING CREST TO
W
N
H
O
M
E
S
(BK 2018, PG 1199
9
)
SPRING CREST PLA
T
3
(BK 2018, PG 2121
6
)
PT NW1/4 NE1/4
SEC. 32-79-26
17
16
PT PARCEL 21-10
(BK 2021, PG 1016
1
)PT
P
A
R
C
E
L
2
1
-
1
0
(B
K
2
0
2
1
,
P
G
1
0
1
6
1
)
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
Existing 21' Electrical Easement
(Book 2018, Page 21216)
Existing 42' Public Ingress/Egress
& Private Water Main, &
Sanitary Sewer Easement
(Book 2022, Page 22364)
Existing 42' Public Ingress/Egress
Private Water Main, &
Sanitary Sewer Easement
(Book 2022, Page 22364)
Existing 42' Public Ingress/Egress
& Private Water Main, &
Sanitary Sewer Easement
(Book 2022, Page 22364)
Existing 42' Public Ingress/Egress
& Private Water Main, &
Sanitary Sewer Easement
(Book 2022, Page 22364)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 5' PUE
(Book 2022,
Page 22360)
Existing 5' PUE
(Book 2022,
Page 22360)
Existing 5' PUE
(Book 2022,
Page 22360)
Existing 5' PUE
(Book 2022,
Page 22360)
Existing 5' PUE
(Book 2022,
Page 22360)
Existing
5' Electric
Easement
(Book 2022,
Page 22360)
Existing 10' PUE
(Book 2022,
Page 22360)Existing
10' PUE
(Book 2022,
Page 22360)
Existing 10' PUE
(Book 2022, Page 22360)
Existing 5' PUE
(Book 2022, Page 22360)
Existing 5' PUE
(Book 2022, Page 22360)
Existing 7' Gas Easement
(Book 2022, Page 22362)
Existing 7' Gas Easement
(Book 2022, Page 22362)
Existing 7' Gas
Easement
(Book 2022,
Page 22362)
DAISY LANE
KI
N
L
E
Y
D
R
I
V
E
KI
N
L
E
Y
D
R
I
V
E
Existing 7' Gas Easement
(Book 2022, Page 22362)
7' Gas Easement
(Book 2022,
Page 22362)
Existing 5' PUE
(Book 2022, Page 22360)
Existing 20' Sanitary
Sewer Easement
(Book 2022,
Page 22365)
Existing Sanitary Sewer Easement
(Book 2022, Page 22365)
MAPLE STREET
11
T
H
S
T
R
E
E
T
Street Lot C
Spring Crest Townho
m
e
s
P
l
a
t
2
St
r
e
e
t
L
o
t
B
Sp
r
i
n
g
C
r
e
s
t
T
o
w
n
h
o
m
e
s
P
l
a
t
2
St
r
e
e
t
L
o
t
A
Sp
r
i
n
g
C
r
e
s
t
T
o
w
n
h
o
m
e
s
P
l
a
t
2
L
O
C
U
S
T
S
T
R
E
E
T
NW Corner Outlot 'X'
Spring Crest Townhomes Plat 2
NE Corner Outlot 'X'
Spring Crest Townhomes
Plat 2
SE Corner Outlot 'X'
Spring Crest Townhomes
Plat 2
SW Corner Outlot 'X'
Spring Crest Townhomes
Plat 2
SPRING CREST PLA
T
3
10
T
H
S
T
R
E
E
T
LOT
10 LOT
9
LOT
8 LOT
7
LOT
6
LOT
5
LOT
4
LOT
3
LOT
2
LOT
1
N3
0
°
3
0
'
5
7
"
E
5
7
.
0
0
'
N89°45'38"W 64.00'
S89°45'38"E 148.00'
N89°45'38"W 148.00'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
S89°45'38"E 124.00'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
N89°45'38"W 124.00'
S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 100.00'
N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 100.00'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
S89°45'38"E 148.00'S89°45'38"E 124.00'S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 124.00'S89°45'38"E 107.33'
S5
9
°
2
9
'
0
3
"
E
1
4
8
.
0
0
'
S3
0
°
3
0
'
5
7
"
W
5
7
.
0
0
'
N5
9
°
2
9
'
0
3
"
W
1
4
8
.
0
0
'
N89°45'38"W 107.33'N89°45'38"W 124.00'N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 124.00'N89°45'38"W 148.00'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
0
7
'
0
2
"
W
7
9
.
8
8
'
S89°45'38"E 64.00'
S0
0
°
1
4
'
2
2
"
W
7
8
.
9
0
'
S89°21'13"W 63.51'
N0
0
°
1
4
'
2
2
"
E
7
8
.
9
0
'
S89°45'38"E 64.00'
S0
0
°
1
4
'
2
2
"
W
7
8
.
9
0
'
S89°45'38"E 57.00'S89°45'38"E 57.00'
S89°45'38"E 59.00'
N0
0
°
1
4
'
2
2
"
E
1
0
7
.
3
3
'
S0
0
°
1
4
'
2
2
"
W
1
0
7
.
3
3
'
N89°45'38"W 59.00'
S89°45'38"E 57.00'S78°57'
4
2
"
E
6
4
.
0
0
'
S1
1
°
0
2
'
1
8
"
W
7
8
.
9
0
'
N78°57'
4
2
"
W
6
4
.
0
0
'
N1
1
°
0
2
'
1
8
"
E
7
8
.
9
0
'
S5
7
°
1
8
'
5
7
"
E
6
4
.
0
0
'
S3
2
°
4
1
'
0
3
"
W
7
8
.
9
0
'
N3
2
°
4
1
'
0
3
"
E
7
8
.
9
0
'
N64°5
3
'
1
0
"
E
7
8
.
9
0
'
S
2
5
°
0
6
'
5
0
"
E
6
4
.
0
0
'
S64°5
3
'
1
0
"
W
7
8
.
9
0
'
N
2
5
°
0
6
'
5
0
"
W
6
4
.
0
0
'
S85°01'52"E 78.9
0
'
S0
4
°
5
8
'
0
8
"
W
6
4
.
0
0
'
N85°01'52"W 78.9
0
'
N0
4
°
5
8
'
0
8
"
E
6
4
.
0
0
'
N35
°
5
6
'
4
2
"
E
6
4
.
0
0
'
S35
°
5
6
'
4
2
"
W
6
4
.
0
0
'
N
5
4
°
0
3
'
1
8
"
W
7
8
.
9
0
'
N
2
4
°
3
1
'
5
1
"
W
7
8
.
9
0
'
N65°2
8
'
0
9
"
E
6
4
.
0
0
'
S
2
4
°
3
1
'
5
1
"
E
7
8
.
9
0
'
S65°2
8
'
0
9
"
W
6
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
7
8
.
9
0
'
S89°45'38"E 64.00'
S0
0
°
1
4
'
2
2
"
W
7
8
.
9
0
'
N89°45'38"W 64.00'
S89°45'38"E 78.90'
S0
0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
N89°45'38"W 78.90'
N0
0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
S89°45'38"E 78.90'
S0
0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
N89°45'38"W 78.90'N89°45'38"W 78.90'
S0
0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
S89°45'38"E 78.90'
N0
0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
S89°45'38"E 78.90'
S0
0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
N89°45'38"W 78.90'
N0
0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
S89°45'38"E 78.90'
S0
0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
N89°45'38"W 78.90'
N0
0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S
5
4
°
0
3
'
1
8
"
E
7
8
.
9
0
'
10.00' PUE
10.00'
LOT
11
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30' BUILDING SETBACK
30' BUILDING SETBACK
Spring Crest Townh
o
m
e
s
P
l
a
t
2
Spring Crest Townho
m
e
s
P
l
a
t
2
Existing 5' Electrical Easement
(Book 2022, Page 22360)
(To be vacated under separate
document)
N
5
7
°
1
8
'
5
7
"
W
6
4
.
0
0
'
N81°58'13"E 6.18' M&P
L
2
C3
L29
L28 L27
L11
L
6
L7 L8 L9 L10
L1
2
L13 L14 L15 L16 L17 L18
S
2
7
°
1
3
'
1
3
"
E
1
5
8
.
8
6
'
L
1
9
L2
0
L21
L22
L23
L
2
4
L2
5
L
2
6
L3
0
S87°56'08"E 78.49'S89°45'38"E 80.42'S84°48'56"E 71.2
7
'
L
3
1
L32
L33
C8
C7
C9
N2
5
°
3
4
'
2
2
"
E
67
.
5
1
'
N
5
7
°
1
8
'
5
7
"
W
1
2
0
.
3
8
'
S
5
7
°
1
8
'
5
7
"
E
1
1
4
.
9
2
'
N41°09'42"W 17.62'
S41°09'42"E 16.20'
S89°45'38"E 821.79' M&P C1
C2 L1
C4
L3
C5
C6
L
4
L5
N0
°
4
1
'
1
7
"
E
4
2
3
.
6
9
'
M
&
P
400,747 SF
OUTLOT X
1,482 SF
4
1,642 SF
8
1,642 SF
12
1,642 SF
16
1,368 SF
19
1,482 SF
27
1,482 SF
28
1,368 SF
36
1,642 SF
39
1,642 SF
43
1,368 SF
49 1,642 SF
52
1,368 SF
58
1,642 SF
65
1,368 SF
101
1,368 SF
92
2,525 SF
97
2,525 SF
96
2,525 SF
69
2,525 SF
67
2,525 SF
71
2,525 SF
73
2,525 SF
75
2,525 SF
77
2,525 SF
78
2,525 SF
81
2,525 SF
83
2,525 SF
85
2,525 SF
87
2,525 SF
89
1,482 SF
56
1,368 SF
57
1,368 SF
60
1,368 SF
59
1,482 SF
61
1,642 SF
55
1,524 SF
54
1,524 SF
53
1,482 SF
51
1,368 SF
501,482 SF
47
1,368 SF
48
1,642 SF
46
1,524 SF
45
1,524 SF
441,642 SF
42
1,524 SF
41
1,524 SF
40
1,482 SF
38
1,368 SF
37
1,482 SF
34
1,368 SF
351,482 SF
33
1,368 SF
32
1,368 SF
31
1,368 SF
30
1,368 SF
29
2,525 SF
88
2,525 SF
86
2,525 SF
84
2,525 SF
82
2,525 SF
80
2,525 SF
79
2,525 SF
95
1,482 SF
94
1,368 SF
93
1,482 SF
90
1,368 SF
91
1,482 SF
103
1,368 SF
102
1,482 SF
99
1,368 SF
100
1,642 SF
62
1,524 SF
63
1,524 SF
64
2,525 SF
98
1,482 SF
1
1,368 SF
21,368 SF
3
1,642 SF
5
1,524 SF
6
1,524 SF
71,642 SF
9
1,524 SF
10
1,524 SF
111,642 SF
13
1,524 SF
14
1,524 SF
151,482 SF
17
1,368 SF
18
1,482 SF
21
1,368 SF
20
1,482 SF
22
1,368 SF
23
1,368 SF
24
1,368 SF
25
1,368 SF
26
2,525 SF
76
2,525 SF
74
2,525 SF
72
2,525 SF
70
2,525 SF
68
2,525 SF
66
26
.
0
0
'
57.00'
26
.
0
0
'
24
.
0
0
'
24
.
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0
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57.00'
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S89°45'38"E 57.00'
39
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4
5
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64.00'
39
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4
5
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39
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64.00'
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27
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8
3
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59.00'
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27
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39
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5
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64.00'
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4
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4
5
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64
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39
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4
5
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39
.
4
5
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39.45
'
6
4
.
0
0
'
39.45
'
39.45
'
39.45
'
39.45'
39.45'
64
.
0
0
'
39.45'
39.45'
3
9
.
4
5
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3
9
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4
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64.
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64.00
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64.00'
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39.45'
64
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39.45'39.45'
39.45'39.45'
64
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39.45'39.45'
39.45'39.45'
64
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39.45'39.45'
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64
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39.45'39.45'
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64
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39.45'39.45'
39.45'
26.00'
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57
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57
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59
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27.83'26.00'
57
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59
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59
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27.83'26.00'
57
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57
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57
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57
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26.00'
BY
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FEET
0 50
LINE TABLE
LINE #
L1 M&P
L2 M&P
L3 M&P
L4 M&P
L5 M&P
L6 M&P
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH (FT)
66.44
13.34
40.26
74.78
130.00
39.43
12.00
12.17
12.00
12.00
11.18
50.05
31.50
11.18
11.00
11.18
11.18
50.75
23.74
32.69
DIRECTION
S89° 48' 56"E
S28° 36' 02"E
N89° 18' 24"W
N54° 03' 19"W
N89° 18' 43"W
S44° 31' 04"E
N90° 00' 00"E
S80° 17' 54"E
S89° 45' 38"E
S89° 45' 38"E
N79° 56' 09"E
S02° 17' 57"E
S89° 45' 38"E
N79° 56' 04"E
S89° 45' 38"E
S79° 27' 21"E
N79° 56' 04"E
S84° 06' 45"E
S17° 07' 56"E
S19° 19' 14"W
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
51.17
42.75
47.23
41.78
44.66
38.22
11.00
11.00
24.08
20.80
17.44
41.63
26.63
120.38
17.62
16.20
114.92
S41° 03' 33"W
S89° 14' 08"W
N68° 24' 55"W
N49° 38' 28"W
N00° 51' 06"E
N35° 33' 11"W
N89° 45' 38"W
N89° 45' 38"W
S41° 52' 35"W
S32° 09' 33"W
S41° 19' 39"E
S89° 45' 38"E
N60° 53' 45"E
N57° 18' 57"W
N41° 09' 42"W
S41° 09' 42"E
S57° 18' 57"E
CURVE TABLE
CURVE NO.
C1 M&P
C2 M&P
C3 M&P
C4 M&P
C5 M&P
C6 M&P
C7
C8
C9
Δ
8°16'09"
8°12'52"
17°39'39"
34°24'38"
38°03'50"
18°00'25"
8°02'34"
3°40'24"
0°38'13"
RADIUS
935.00'
865.00'
840.00'
960.00'
500.00'
1160.00'
970.00'
156.00'
970.00'
ARC LENGTH
134.94'
124.01'
258.92'
576.56'
332.17'
364.57'
136.16'
10.00'
10.78'
TANGENT
67.59'
62.11'
130.49'
297.27'
172.48'
183.80'
68.19'
5.00'
5.39'
CHORD BEARING/LENGTH
N86°06'18"E 134.83'
N86°04'39"E 123.91'
S27°56'14"W 257.90'
S19°33'45"W 567.93'
N70°16'28"W 326.10'
N60°14'46"W 363.07'
N6°21'41"E 136.05'
N48°50'18"E 10.00'
S10°42'04"W 10.78'
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
Exi
s
t
i
n
g
1
0
'
P
U
E
(B
k
2
0
1
8
,
P
g
2
1
2
2
4
)
18
19
20
21
22
23
24
25
26
27
28
Outlot "X"
Spring Crest
Townhomes Plat 2
OUTLOT "Y"
SPRING CREST TO
W
N
H
O
M
E
S
(BK 2018, PG 1199
9
)
SPRING CREST PL
A
T
3
(BK 2018, PG 2121
6
)
Street Lot C
Spring Crest Townho
m
e
s
P
l
a
t
2
SE Corner Outlot 'X'
Spring Crest Townhomes
Plat 2
SPRING CREST PLA
T
3
LOT
38 LOT
37 LOT
36 LOT
35 LOT
34
LOT
33
LOT
32 LOT
31 LOT
30 LOT
29 LOT
28 LOT
27 LOT
26 LOT
25 LOT
24 LOT
23 LOT
22 LOT
21 LOT
20 LOT
19 LOT
18 LOT
17 LOT
16 LOT
15 LOT
14 LOT
13 LOT
12
LOT
10 LOT
9
LOT
8
LOT
7
LOT
6
LOT
5
LOT
4
LOT
3
LOT
2
LOT
1
LOT
67
LOT
68
LOT
69
LOT
70
LOT
71
LOT
72
LOT
63
LOT
64 LOT
65 LOT
66
LOT
39 LOT
40 LOT
41 LOT
42 LOT
43
LOT
44 LOT
45 LOT
46 LOT
47 LOT
48 LOT
49 LOT
50 LOT
51 LOT
52 LOT
53 LOT
54 LOT
55 LOT
56 LOT
57
N3
0
°
3
0
'
5
7
"
E
5
7
.
0
0
'
N89°45'38"W 64.00'
S89°45'38"E 148.00'
N89°45'38"W 148.00'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
5
7
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
S89°45'38"E 124.00'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
N89°45'38"W 124.00'
S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 100.00'
N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 100.00'
S0
0
°
1
4
'
2
2
"
W
5
7
.
0
0
'
S89°45'38"E 148.00'S89°45'38"E 124.00'S89°45'38"E 107.33'S89°45'38"E 107.33'S89°45'38"E 124.00'S89°45'38"E 107.33'
S5
9
°
2
9
'
0
3
"
E
1
4
8
.
0
0
'
S3
0
°
3
0
'
5
7
"
W
5
7
.
0
0
'
N5
9
°
2
9
'
0
3
"
W
1
4
8
.
0
0
'
N89°45'38"W 107.33'N89°45'38"W 124.00'N89°45'38"W 107.33'N89°45'38"W 107.33'N89°45'38"W 124.00'N89°45'38"W 148.00'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
4
.
0
0
'
N0
0
°
0
7
'
0
2
"
W
7
9
.
8
8
'
S89°45'38"E 64.00'
S0
0
°
1
4
'
2
2
"
W
7
8
.
9
0
'
S89°21'13"W 63.51'
N0
0
°
1
4
'
2
2
"
E
7
8
.
9
0
'
S89°45'38"E 64.00'
S0
0
°
1
4
'
2
2
"
W
7
8
.
9
0
'
S89°45'38"E 57.00'S89°45'38"E 57.00'
S89°45'38"E 59.00'
N0
0
°
1
4
'
2
2
"
E
1
0
7
.
3
3
'
S0
0
°
1
4
'
2
2
"
W
1
0
7
.
3
3
'
N89°45'38"W 59.00'
S89°45'38"E 57.00'
S78°57'
4
2
"
E
6
4
.
0
0
'
S1
1
°
0
2
'
1
8
"
W
7
8
.
9
0
'
N78°57'
4
2
"
W
6
4
.
0
0
'
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1
°
0
2
'
1
8
"
E
7
8
.
9
0
'
S5
7
°
1
8
'
5
7
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6
4
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0
0
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4
1
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0
3
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7
8
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9
0
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2
°
4
1
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0
3
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E
7
8
.
9
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N64°5
3
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0
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E
7
8
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9
0
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S
2
5
°
0
6
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5
0
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6
4
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0
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S64°5
3
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0
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7
8
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9
0
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N
2
5
°
0
6
'
5
0
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4
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0
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S85°01'52"E 78.9
0
'
S0
4
°
5
8
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8
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W
6
4
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0
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N85°01'52"W 78.9
0
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4
°
5
8
'
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8
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E
6
4
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0
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N35
°
5
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4
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6
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S35
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9
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7
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N65°2
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6
4
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0
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2
4
°
3
1
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5
1
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7
8
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9
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6
4
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0
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0
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1
4
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2
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S89°45'38"E 64.00'
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4
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2
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9
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N89°45'38"W 64.00'
S89°45'38"E 78.90'
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4
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2
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6
4
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0
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N89°45'38"W 78.90'
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S89°45'38"E 78.90'
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N89°45'38"W 78.90'N89°45'38"W 78.90'
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2
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4
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S89°45'38"E 78.90'
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S89°45'38"E 78.90'
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S89°45'38"E 78.90'
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2
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6
4
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N89°45'38"W 78.90'
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2
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6
4
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0
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9
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0
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4
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9
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0
0
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2
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9
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0
0
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4
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2
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9
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0
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0
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4
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2
2
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E
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7
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0
0
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5
4
°
0
3
'
1
8
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E
7
8
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9
0
'
LOT
58 LOT
59 LOT
60 LOT
61 LOT
62
LOT
116
LOT
115
LOT
114
LOT
113
LOT
112
LOT
111
LOT
110
LOT
109 LOT
108
LOT
107
LOT
106
LOT
105
LOT
104
LOT
103
LOT
102
LOT
101
LOT
100
LOT
99
LOT
98
LOT
97
LOT
96
LOT
95
LOT
94
LOT
93
LOT
92
LOT
91
LOT
90
LOT
89
LOT
88
LOT
87
LOT
86
LOT
85
LOT
84
LOT
83
LOT
82
LOT
81
LOT
80LOT
79
LOT
78
LOT
77
LOT
76
LOT
75
LOT
74
LOT
73
NW Corner Lot 27 &
NW Corner Lot 38
Spring Crest Townhomes Plat 2
NW Corner Lot 89 &
NW Corner Lot 116
Spring Crest Townhomes Plat 2
SE Corner Lot 78 &
SE Corner Lot 105
Spring Crest Townhomes
Plat 2
NW Corner Lot 66 &
NW Corner Lot 91
Spring Crest Townhomes
Plat 2
NW Corner Lot 11
Spring Crest Townhomes
Plat 2
NE Corner Lot 7
Spring Crest Townhomes
Plat 2
NE Corner Lot 1
Spring Crest Townhomes
Plat 2
SE Corner Lot 1
Spring Crest Townhomes
Plat 2
SW Corner Lot 6
Spring Crest Townhomes
Plat 2
SE Corner Lot 7
Spring Crest Townhomes
Plat 2
SW Corner Lot 11
Spring Crest Townhomes
Plat 2
NW Corner Lot 6
Spring Crest Townhomes
Plat 2
SW Corner Lot 31 &
SW Corner Lot 42
Spring Crest Townhomes Plat 2
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
7273
74
75
76
77
78
79
808182838485
8687
8889
90
91
92
93
94
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96 97
98
99
100
101
102
103
LOT
11
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30' BUILDING SETBACK
30' BUILDING SETBACK
Spring Crest Townho
m
e
s
P
l
a
t
2
Spring Crest Townh
o
m
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P
l
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t
2
N
5
7
°
1
8
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5
7
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6
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0
0
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L
2
C3
L29
L28 L27
L11
L
6
L7 L8 L9 L10
L1
2
L13 L14 L15 L16 L17 L18
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7
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3
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1
3
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1
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8
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9
L2
0
L21
L22
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L
2
6
L3
0
S87°56'08"E 78.49'S89°45'38"E 80.42'S84°48'56"E 71.2
7
'
L
3
1
L32
L33
N89°45'38"W 129.00' M&P
S89°45'38"E 129.00' M&P
N83°27'57"E 154
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0
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M
&
P
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6
°
3
2
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64
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1
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64
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N83°27'57"E 154
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M
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C7
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5
°
3
4
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67
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5
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5
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8
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7
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E
1
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4
.
9
2
'
N41°09'42"W 17.62'
S41°09'42"E 16.20'
S89°45'38"E 821.79' M&P C1
C2 L1
C4
L3
C5
C6
L
4
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°
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26
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0
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24
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57.00'
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0
0
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24
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0
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57.00'
26
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0
0
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26
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0
0
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S89°45'38"E 57.00'
39
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4
5
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64.00'
39
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4
5
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39
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4
5
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39
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4
5
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4
5
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64.00'
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4
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39
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4
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39
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4
5
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27
.
8
3
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59.00'
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3
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59.00'
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8
3
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8
3
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59.00'
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8
3
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27
.
8
3
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27
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8
3
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39
.
4
5
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39
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4
5
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64.00'
39
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4
5
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39
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4
5
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39
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4
5
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39
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4
5
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64
.
0
0
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39
.
4
5
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39
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4
5
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39.45
'
6
4
.
0
0
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39.45
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39.45
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39.45
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39.45'
39.45'
64
.
0
0
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39.45'
39.45'
3
9
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4
5
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9
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4
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9
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9
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4
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9
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9
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9
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4
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9
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39
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4
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64.00'
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4
5
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39.45'
64
.
0
0
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39.45'39.45'
39.45'39.45'
64
.
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39.45'39.45'
39.45'39.45'
64
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39.45'39.45'
39.45'
39.45'
64
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0
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39.45'39.45'
39.45'
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64
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0
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39.45'39.45'
39.45'
26.00'
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57
.
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57
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57
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59
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BY
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Sheet
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SITE PLAN
FOR
SPRING CREST TOWNHOMES PLAT 3
MULTI-FAMILY RESIDENTIAL DEVELOPMENT
CITY OF WAUKEE, DALLAS COUNTY, IOWA
I hereby certify that this engineering document
was prepared by me or under my direct personal
supervision and that I am a duly licensed
Professional Engineer under the laws of the
State of Iowa.
Korey M. Marsh, P.E.Date
License Number P25347
My License Renewal Date is December 31, 2024
Pages or sheets covered by this seal:
KOREY M.
MARSH
P25347
D P R O F E
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INDEX OF SHEETS
C100 TITLE SHEET
C101 PROJECT INFORMATION
C200 OVERALL SITE LAYOUT
C201-C203 DIMENSION PLAN
C300 HYDRANT COVERAGE PLAN
C301-C304 UTILITY PLAN
C400 OVERALL GRADING
C401 EROSION & SEDIMENT CONTROL PLAN
C402-C405 DETAILED GRADING PLAN
C406-C407 GRADING SPOT DETAILS
C500 PLANTING PLAN
C501 PLANTING PLAN NOTES
OWNER/DEVELOPER/APPLICANT
SPRINGCREST TOWNHOMES WAUKEE 2, LLC
15920 HICKMAN RD STE 330-400
CLIVE, IA 50325
CONTACT: CASEY SHELTON
PHONE:(515) 499-6194
ENGINEER
SNYDER & ASSOCIATES
2727 SW SNYDER BLVD.
ANKENY, IOWA 50023
CONTACT: KOREY MARSH
PHONE: (515) 964-2020
C500-C501
C100-C407
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License Expires:
June 30, 2025
CLAY R.
SCHNECKLOTH
512
LANDSCAPE
ARCHITECT
NO.
Clay R. Schneckloth, PLA
License Number
Pages or sheets covered by this seal:
512
Date
I hereby certify that the portion of this technical
submission described below was prepared by me
or under my direct supervision and responsible
charge. I am a duly licensed Professional
Landscape Architect under the laws of the
State of Iowa.
BY
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UTILITY QUALITY SERVICE LEVELS
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY
TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI /
ASCE 38-02 STANDARD.
QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR
ORAL RECOLLECTIONS.
QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING
VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT
IN CORRELATING THIS INFORMATION WITH
QUALITY D INFORMATION.
QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF
APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE
AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND
UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY
EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION,
MATERIAL, AND OTHER CHARACTERISTICS.
UTILITY WARNING
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN
COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR
SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
FEATURES EXISTING PROPOSED
Spot Elevation
Contour Elevation
Fence (Barbed, Field, Hog)
Fence (Chain Link)
Fence (Wood)
Fence (Silt)
Tree Line
Tree Stump
Deciduous Tree \\ Shrub
Coniferous Tree \\ Shrub
Communication
Overhead Communication
Fiber Optic
Underground Electric
Overhead Electric
Gas Main with Size
High Pressure Gas Main with Size
Water Main with Size
Sanitary Sewer with Size
Duct Bank
Test Hole Location for SUE w/ID
(*) Denotes the survey quality service level for utilities
Sanitary Manhole
Storm Sewer with Size
Storm Manhole
Single Storm Sewer Intake
Double Storm Sewer Intake
Fire Hydrant
Fire Hydrant on Building
Water Main Valve
Water Service Valve
Well
Utility Pole
Guy Anchor
Utility Pole with Light
Utility Pole with Transformer
Street Light
Yard Light
Electric Box
Electric Transformer
Traffic Sign
Communication Pedestal
Communication Manhole
Communication Handhole
Fiber Optic Manhole
Fiber Optic Handhole
Gas Valve
Gas Manhole
Gas Apparatus
Fence Post or Guard Post
Underground Storage Tank
Above Ground Storage Tank
Sign
Satellite Dish
Mailbox
Sprinkler Head
Irrigation Control Valve
LEGEND
○
1
2
2
5
X 1225.25
●
X
1
2
2
5
1225.25
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 11579
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Minimum Protection Elevation MPE
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
PROPERTY DESCRIPTION
ZONING
LOTS 12-116 AND OUTLOT X OF SPRING CREST
TOWNHOMES PLAT 2 AS FILED IN THE DALLAS COUNTY
RECORDER'S OFFICE ALL BEING IN THE CITY OF
WAUKEE, DALLAS COUNTY, IOWA.
R-4 - ROW DWELLING AND
TOWNHOME DISTRICT
A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY
PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT
LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR
MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE
UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE CURRENT WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2024 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS
REPORTS PREPARED BY OTHERS.
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF
STRUCTURE.
D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS
SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE
CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE.
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO
NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR
HOLIDAY WORK.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT
TO 95% MAXIMUM DENSITY.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS
SHALL GOVERN.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY
ON THE AS-BUILT DOCUMENTS.
I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME
OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND
FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION.
CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE
SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE
PROJECT TO AN APPROVED OFF-SITE WASTE SITE.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
SPECIFICATION SECTION 2010 FOR TOPSOIL.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER),
UNLESS OTHERWISE NOTED.
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE
WORK.
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY.
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE
TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A
COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH
UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER
SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER.
O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE
WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO
CONSTRUCTION ACTIVITIES BEGINNING.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN
FACILITIES.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF
WAUKEE COMMUNITY DEVELOPMENT PRIOR TO CONSTRUCTION.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED
APPROVAL IN WRITING BY THE CITY OF WAUKEE.
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL
WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE.
ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT
BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION
JOINTS SHALL BE SEALED.
Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL PUBLIC ACCESSIBLE RAMPS,
DETENTION FACILITIES AND DETENTION OVERFLOW GRADES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE
DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS.
Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL
TESTING.
AA. CONTRACTOR SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM
CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND
CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS.
CC. ALL FIRE HYDRANTS TO HAVE 5 INCH STORZ FITTINGS.
DD. CONTRACTOR IS RESPONSIBLE TO OBTAIN WRITTEN APPROVAL FOR ANY PLAN CHANGES DURING CONSTRUCTION FROM THE
COMMUNITY DEVELOPMENT DEPARTMENT. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES THAT HAVE
NOT RECEIVED WRITTEN APPROVAL FROM THE COMMUNITY DEVELOPMENT DEPARTMENT.
EE. DAISY LANE AND KINLEY DRIVE ARE TO BE PRIVATELY OWNED AND MAINTAINED.
POLLUTION PREVENTION NOTES
A.POLLUTION PREVENTION AND EROSION PROTECTION
1.CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL
POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE
IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER
ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO
PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE
BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER
HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM
DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY
FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS
TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING
PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND
DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
B.STORM WATER DISCHARGE PERMIT
1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM
WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS
REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR
AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF
ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT
DOCUMENTS.
2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT
LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION
LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE
AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST.
FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN
WATER ACT AND THE CODE OF IOWA.
3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF
THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL
PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF
THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD
COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE
AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
C.POLLUTION PREVENTION PLAN
1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN
ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR
ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE
DURING CONSTRUCTION.
2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP)
FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION
CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE
RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S
FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION
PROGRESS AND CHANGES AT THE PROJECT SITE.
4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE
GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S
UNLESS INFEASIBLE OR NOT APPLICABLE:
a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN
DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE
WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL
AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION.
b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS,
DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL
DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.
c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT
TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME.
d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING
ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL
THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE
MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED
BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE
INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED
WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND
IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON
ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS,
SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION
OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE
PREVENTION.
g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL
MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES
AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF
CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS
ARE INSTALLED.
h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON
ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS
ARE LOCATED.
i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX,
PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON
COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES
IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY
CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD
EXCEEDING 14 CALENDAR DAYS.
j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE
SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING:
JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES,
MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM
STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A
SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT
MUST BE CONTAINED ONSITE.
k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING
OF THE "NOTICE OF DISCONTINUATION".
GENERAL USE
TOWNHOMES
GENERAL NOTES
UTILITY CONTACT INFORMATION
G1-GAS
W1-WATER
S-SANITARY SEWER
ST-STORM SEWER
E1-ELECTRIC
OE1-OVERHEAD ELECTRIC
C1-COMMUNICATION
C2-COMMUNICATION
CLEAR PER MAP
CLEAR PER MAP
CLEAR PER MAP
NO RESPONSE
CITY OF WAUKEE
TIM ROYER
515-978-7920
troyer@waukee.org
MIDAMERICAN ENERGY
CRAIG RANFELD
515-252-6632
MECDSMDesignLocates@midamerican.com
MEDIACOM COMMUNICATIONS
PAUL MAY
515-246-2252
pmay@mediacomcc.com
CENTURYLINK
TOM STURMER
720-578-8090
thomas.sturmer@centurylink.com
UNITE PRIVATE NETWORKS
CLARK LUNDY
515-321-3336
clark.lundy@upnllc.com
NORTHERN NATURAL GAS COMPANY
KEITH GOOD
515-202-5067
keith.good@nngco.com
XENIA RURAL WATER DISTRICT
LAIRD VAN ZEE
515-676-2117
lvandee@xeniawater.org
CONSOLIDATED COMMUNICATIONS
JONI MCCABE
517-387-1770
joni.mccabe@consolidated.com
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
IOWA STATE PLANE SOUTH COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CONTROL POINTS
BM1
CP1
CP2
CP3
CP4
N=586093.79 E=1533347.30
1/2" REBAR WITH YELLOW CAP AT NORTHWEST CORNER OF LOT 29 OF
SOUTHVIEW ESTATES, SOUTHEAST CORNER OF SITE.
N=586456.49 E=1533349.96
1/2" REBAR WITH ORANGE CAP AT WEST END OF CEDAR STREET
PAVEMENT, SOUTHEAST CORNER OF SITE.
N=587886.78 E=1533378.54
MAG NAIL IN ASPHALT ON WEST SIDE OF 10TH STREET, NORTHEAST
CORNER OF SITE.
N=588428.84 E=1530732.77IOWA DOT ALUMINUM MONUMENT SOUTH OF
HIGHWAY 6 IN LINE WITH NORTH 1/4 CORNER OF SECTION, NORTHWEST OF
ELEV=1035.08
BURY BOLT ON HYDRANT ON SOUTH SIDE OF CEDAR STREET SOUTH OF
LIGHT POLE, SOUTHEAST OF SITE.
PARKING REQUIREMENTS
TOWNHOMES:
PARKING REQUIRED:
2 STALL PER UNIT PLUS 1 STALL PER 5 UNITS
116 UNITS X 2 STALLS = 232 STALLS
116 UNITS / 5 = 23 STALLS
TOTAL STALL REQUIRED = 255 STALLS
PARKING PROVIDED:
GARAGE STALL = 116 STALLS (1 PER UNIT)
DRIVEWAY STALL = 116 STALLS (1 PER UNIT)
OPEN STALL = 24 STALLS
TOTAL STALLS PROVIDED = 256 STALLS
(INCLUDING 1 HANDICAP ACCESSIBLE STALL)
DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM
MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT
LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL
SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS
REAR YARD = 30 FEET
NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3
NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6.
MINIMUM OPEN SPACE = 20%
BULK REGULATIONS
MINIMUM OF 20% OPEN SPACE REQUIRED
TOTAL AREA 600,337SF
MIN OPEN SPACE REQUIRED 120,068SF (20.0%)
OPEN SPACE PROVIDED 280,135SF (48.3%)
OPEN SPACE REQUIREMENTS
CONSTRUCTION START: COMPLETED
EARTHWORK: COMPLETED
UTILITIES: COMPLETED
PAVING: COMPLETED
BUILDING CONSTRUCTION: SPRING 2024
PROJECT TIMELINE
MAPLE STREET (PUBLIC)
DAISY LANE (PRIVATE)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
DAISY LANE (PRIVATE)
D
A
I
S
Y
L
A
N
E
(
P
R
I
V
A
T
E
)
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
16
10
T
H
S
T
R
E
E
T
PH
A
S
E
1
PH
A
S
E
2
16
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
8"
W
8" W
8" W
8"
W
8"
W
8 "W
8" W
DAVID
A
N
D
J
A
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E
S
CROS
S
1085 L
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C
U
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(PUD
)
JENN
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1055 L
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LINDA
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1065 L
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1045 L
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1025 L
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(C-1)
30' BUILDING SETBACK
30
'
B
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S
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(PU
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)
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
I
L
D
I
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G
S
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T
B
A
C
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20' TEMPORARY
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
30' BUILDING SETBACK
LOT 44
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
12356791011131415171821202223242526
76
74
72
70
68
66
812161927
28 36 39 43 49 52
58
65
10192
9796
69
67
7173
75
77
78
818385
87
89
56
57
60
59
61
55545351504748464544424140383734353332313029
88
86
84 82
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
MAPLE STREET (PUBLIC)
11
T
H
S
T
R
E
E
T
8" W 8" W 8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
S
A
N
8"
S
A
N
8" SAN
8"
S
A
N
8" SAN
8" SAN
8" SAN
8"
S
A
N
15" S
T
15"
S
T
1
5
"
S
T
18" ST18" ST18" ST
24
"
S
T
12" ST
15
"
S
T
12" ST15" ST
12" ST
12" ST
1
5
"
S
T
2
4
"
S
T
24" ST
8"
S
T
8" ST
8
"
S
T
8"
S
T
8"
S
T
8
"
S
T
12
"
S
T
12
"
S
T
1
2
"
S
T
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
70
.
0
'
RO
W
31
.
0
'
B/
B
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
10' PROPOSED PUE
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EX
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2
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6
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)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 20' SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
Existing 7' Gas Easement
(BK 2022 PG 22362)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
TEMPORARY GRADING
EASEMENT
1
5
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S
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1
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S
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15
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12
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12" ST
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1
3
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2
6
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W
2
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8
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EXISTING 10' PUE
(BK 2022 PG 22360)EXISTING 5' PUE
(BK 2022 PG 22360)
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Sheet
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DAISY LANE (PRIVATE)
F.L.=1027.34
18" RCP N
8" W
8"
W
8" W
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T
(C-1)
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30' BUILDING SETBACK
1,642 SF
12
1,642 SF
16
1,368 SF
19
1,482 SF
27
1,482 SF
28
1,368 SF
36
1,642 SF
39
1,642 SF
43
2,525 SF
81
2,525 SF
83
2,525 SF
85
2,525 SF
87
2,525 SF
89
1,642 SF
46
1,524 SF
45
1,524 SF
44
1,642 SF
42
1,524 SF
41
1,524 SF
40
1,482 SF
38
1,368 SF
37
1,482 SF
34
1,368 SF
35
1,482 SF
33
1,368 SF
32
1,368 SF
31
1,368 SF
30
1,368 SF
29
2,525 SF
88
2,525 SF
86
2,525 SF
84
2,525 SF
82
2,525 SF
80
2,525 SF
79
1,642 SF
9
1,524 SF
10
1,524 SF
11
1,642 SF
13
1,524 SF
14
1,524 SF
15
1,482 SF
17
1,368 SF
18
1,482 SF
21
1,368 SF
20
1,482 SF
22
1,368 SF
23
1,368 SF
24
1,368 SF
25
1,368 SF
26
11
T
H
S
T
R
E
E
T
8" W 8" W
8"
W
8"
W
8"
W
8"
W
8" SAN
8" SAN
18" ST
24
"
S
T
12" ST
15
"
S
T
12" ST15" ST
2
4
"
S
T
8" ST
8
"
S
T
2B
2A
2A
2A
2B
2B
2H
2H
2H
2H
2H
2H
2H2H 2H
1B
1B
2J
2J
2G
2D
2D
2D 2D
2I
2K4A
4B
3C
3B
3A TYP
2F
2F
2F
2F
2F
69
.
0
'
2B
2B
TYP
TYP
TYP
TYP
TYP
TYP
TYP TYP TYP
18.0'5.0'
9.
5
'
9.
0
'
1A
1A
30.1' B/B
70.0' ROW
31
.
0
'
B
/
B
70
.
0
'
R
O
W
31
.
0
'
B
/
B
70
.
0
'
R
O
W
5"
P
C
C
16.3'
TYP
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
16.3'
TYP
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
16.0'
16.0'
16.0'16.0'
15.0'15.0'35.5'
15.0'
20.0'
15.0'15.0'
20
.
0
'
5.
0
'
25
.
0
'
5.
0
'
20
.
0
'
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
Existing 7' Gas Easement
(BK 2022 PG 22362)2F
2B
2O TYP2OTYP
16.3'
TYP
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Sheet
27
2
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C201
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NOT TO SCALE
3" ROLL CURB
NOT TO SCALE
2%
M
A
X
CLUSTER MAILBOX PAD DETAIL
NOT TO SCALE
PCC STANDARD CURB3
C201
2
C201
1
C201
TYPICAL SIDEWALK RAMP4
C201
DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION,
ELEVATION AND MINIMUM COVER REQUIREMENTS PRIOR TO CONSTRUCTION.
B.EXISTING PAVEMENT.
2.PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
C.6" PCC STANDARD CURB.
D.3" PCC ROLL CURB.
E.6" DEPTH PCC TRAIL.
F.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE
SHOWN.
G.CONNECT TO EXISTING PCC PAVEMENT, DOWEL WITH #5 BARS EVERY 30". SAW CUT FULL DEPTH. MATCH
EXISTING ELEVATIONS. COORDINATE WITH NW 10TH STREET CONTRACTOR TO ENSURE A CURB DROP IS
LEFT FOR A SUDAS TYPE A CONNECTION.
H.5" PCC DRIVEWAY
I.5" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
J.8" PCC, 4'X4' CLUSTER MAIL BOX PAD. SEE DETAIL ON THIS SHEET.
K.INTEGRAL CURB AND 4" PCC SIDEWALK.
L.8" DEPTH PCC ENTRANCE APPROACH ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
M.SUDAS TYPE A CONNECTION TO BE CONSTRUCTED AS PER STANDARD SPECIFICATIONS.
N.REMOVE AND DISPOSE EXISTING LANDING AREA. CONSTRUCT NEW 6" DEPTH PCC PEDESTRIAN LANDING
AREA WITH 2% MINIMUM CROSS SLOPE. PROVIDE RADIUS DETECTABLE WARNING PANELS WHERE
SHOWN.
O.GRIND CURB AS NECESSARY FOR DRIVEWAY INSTALLATION.
3.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
B.PAINTED 45° STRIPING AT 3' O.C.
C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG REQUIREMENTS.
4.SIGNAGE PROVIDE THE FOLLOWING:
A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS
PER ADAAG STANDARDS. SECURE SIGN TO 2" SQUARE STEEL CHANNEL POST WITH ENAMEL FINISH IN A
12" DIAMETER CONCRETE FOOTING. ALSO ADD SIGN READING "VAN ACCESSIBLE".
B.STOP SIGN. CONTRACTOR TO INSTALL.
INTEGRAL SIDEWALK & CURB DETAIL5
C201 NOT TO SCALE
DAISY LANE (PRIVATE)
KI
N
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Y
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(
P
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)
D
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E
(
P
R
I
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A
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E
)
10
T
H
S
T
R
E
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T
8"
W
8" W
8"
W
8"
W
DEERY
,
D
E
E
R
Y
,
&
D
E
E
R
Y
,
L
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OUTLO
T
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,
DEERY
B
R
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W
A
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D
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L
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M
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T
(C-1)
30' BUILDING SETBACK
20' TEMPORARY
CONSTRUCTION EASEMENT
1,482 SF
4
1,642 SF
8
1,368 SF
49
1,642 SF
52
1,368 SF
58
1,642 SF
65
1,368 SF
101
1,368 SF
92
1,482 SF
56
1,368 SF
57
1,368 SF
60
1,368 SF
59
1,482 SF
61
1,642 SF
55
1,524 SF
54
1,524 SF
53
1,482 SF
51
1,368 SF
50
1,482 SF
47
1,368 SF
48
1,642 SF
46
1,524 SF
45
1,482 SF
94
1,368 SF
93
1,482 SF
90
1,368 SF
91
1,482 SF
103
1,368 SF
102
1,482 SF
99
1,368 SF
100
1,642 SF
62
1,524 SF
63
1,524 SF
64
1,482 SF
1
1,368 SF
2
1,368 SF
3
1,642 SF
5
1,524 SF
6
1,524 SF
7
1,642 SF
9 LOT 4LOT 5LOT 6
LOT 1LOT 2LOT 3
400,747 SF
OUTLOT X
LOT 7LOT 8LOT 9LOT 10LOT 11
MAPLE STREET (PUBLIC)
8" W
8" W
8"
S
A
N
8" SAN
8" SAN
18" ST18" ST
12" ST
12" ST
1
5
"
S
T
8"
S
T
8"
S
T
12
"
S
T
2A
2A
2A
2B
2B
2B
2B
2B
2I
2H 2H
2H
2H
2H
2H 2H 2H
2H
1B
1B
1B
2B
2L
2M
2J
2J
2D
2D
2D
2K
4B
3A
TYP
2B
2F
2F
2F 2F
2F
2F
2F
1A
2C
9.0'9.5'
70
.
0
'
2E
TYP
TYP
TYP
TYP
TYP
TYP
TYP TYP
TYP
4.
0
'
1A
31
.
0
'
B
/
B
1
0
.
0
'
5" PCC
16
.
3
'
TY
P
16.3'
TYP
16.3'
TYP
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
16.0'15.0'
16.0'
15.9'
30.0'
15.0'
15.0'
100.4'
20
.
0
'
5.
0
'
25
.
0
'
5.
0
'
20.0'
5.0'
25.0'
5.0'
20.0'
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 10' PUE
(BK 2022 PG 22360)
5.0
'
18
.
0
'
9.
5
'
9.
0
'
2N
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
2B
2I
3A
TYP
2K
2E
2O TYP
2O TYP
EXISTING 10' PUE
(BK 2022 PG 22360)EXISTING 5' PUE
(BK 2022 PG 22360)
BY
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Project No:
Sheet
27
2
7
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C202
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY
LOCATION, ELEVATION AND MINIMUM COVER REQUIREMENTS PRIOR TO
CONSTRUCTION.
B.EXISTING PAVEMENT.
2.PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO
95% STANDARD PROCTOR DENSITY.
C.6" PCC STANDARD CURB.
D.3" PCC ROLL CURB.
E.6" DEPTH PCC TRAIL.
F.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING
PANELS WHERE SHOWN.
G.CONNECT TO EXISTING PCC PAVEMENT, DOWEL WITH #5 BARS EVERY 30". SAW CUT
FULL DEPTH. MATCH EXISTING ELEVATIONS. COORDINATE WITH NW 10TH STREET
CONTRACTOR TO ENSURE A CURB DROP IS LEFT FOR A SUDAS TYPE A CONNECTION.
H.5" PCC DRIVEWAY
I.5" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
J.8" PCC, 4'X4' CLUSTER MAIL BOX PAD. SEE DETAIL ON THIS SHEET.
K.INTEGRAL CURB AND 4" PCC SIDEWALK.
L.8" DEPTH PCC ENTRANCE APPROACH ON 12" DEPTH PREPARED SUBGRADE
COMPACTED TO 95% STANDARD PROCTOR DENSITY.
M.SUDAS TYPE A CONNECTION TO BE CONSTRUCTED AS PER STANDARD
SPECIFICATIONS.
N.REMOVE AND DISPOSE EXISTING LANDING AREA. CONSTRUCT NEW 6" DEPTH PCC
PEDESTRIAN LANDING AREA WITH 2% MINIMUM CROSS SLOPE. PROVIDE RADIUS
DETECTABLE WARNING PANELS WHERE SHOWN.
O.GRIND CURB AS NECESSARY FOR DRIVEWAY INSTALLATION.
3.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
B.PAINTED 45° STRIPING AT 3' O.C.
C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG
REQUIREMENTS.
4.SIGNAGE PROVIDE THE FOLLOWING:
A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR
IMPROPER USE" AS PER ADAAG STANDARDS. SECURE SIGN TO 2" SQUARE STEEL
CHANNEL POST WITH ENAMEL FINISH IN A 12" DIAMETER CONCRETE FOOTING. ALSO
ADD SIGN READING "VAN ACCESSIBLE".
B.STOP SIGN. CONTRACTOR TO INSTALL.
NOT TO SCALE
TYPICAL PRIVATE STREET CROSS SECTION1
C202
2
C202 NOT TO SCALE
ACCESSIBLE PARKING SIGN
DAISY LANE (PRIVATE)
KI
N
L
E
Y
D
R
I
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E
(
P
R
I
V
A
T
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)
KI
N
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(
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)
D
A
I
S
Y
L
A
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E
(
P
R
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V
A
T
E
)
8"
W
8" W
8"
W
8"
W
8 "W
8" W
ROBIN
S
O
N
R
E
N
T
A
L
HOLDI
N
G
S
1035 L
O
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T
S
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(PUD
)
JENNY
&
C
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1025 L
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(PUD)
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&
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U
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1015 L
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(PUD
)
PAUL
&
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B
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1005 L
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U
S
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S
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(PUD
)
MATTH
E
W
C
U
S
H
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A
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& EMIL
Y
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O
B
I
N
S
O
N
30' BUILDI
N
G
S
E
T
B
A
C
K
1,368 SF
58
1,642 SF
65
1,368 SF
101
1,368 SF
92
2,525 SF
97
2,525 SF
96
2,525 SF
69
2,525 SF
67
2,525 SF
71
2,525 SF
73
2,525 SF
75
2,525 SF
77
2,525 SF
78
2,525 SF
81
1,368 SF
60
1,368 SF
59
1,482 SF
2,525 SF
82
2,525 SF
80
2,525 SF
79
2,525 SF
95
1,482 SF
94
1,368 SF
93
1,482 SF
90
1,368 SF
91
1,482 SF
103
1,368 SF
102
1,482 SF
99
1,368 SF
100
1,642 SF
62
1,524 SF
63
1,524 SF
64
2,525 SF
98
2,525 SF
76
2,525 SF
74
2,525 SF
72
2,525 SF
70
2,525 SF
68
2,525 SF
66
400,747 SF
OUTLOT X
8"
S
A
N
8"
S
A
N
8" SAN
8"
S
A
N
8" SAN
8" SAN
8"
S
A
N
15" S
T
15"
S
T
1
5
"
S
T
18" ST18" ST18" ST
24" ST
8"
S
T
8
"
S
T
8"
S
T
8"
S
T
8
"
S
T
12
"
S
T
12
"
S
T
1
2
"
S
T
2A
2A
2A
2B
2B
2B
2B
2B
2B
2I
2H
2H
2H 2H
2H
2H
2H
2H
2H
2H
2H
2B
2B
2B
2J
2J
2D
2D
2D
2D
2D 2D
2D
2I
2I2I
2K
2K
2K
4A
4B
3C
3B
3A TYP
3A TYP
3A
TYP
2B
2F
2F
2F
2F
2F
2F
2F
9.
5
'
9.0'9.5'
2E
TYPTYP TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
18.0'5.0'
9.
5
'
9.
0
'
10.
0
'
5" PCC
5" PCC
5"
P
C
C
16
.
3
'
TY
P
16.3'
TYP
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
10' PROPOSED PUE
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
15.0'
25
.
0
'
1
5
.
0
'
2
0
.
6
'
15
.
0
'
15
.
0
'
55.6'
17
.
0
'
17
.
1
'
100.4'
20
.
0
'
5.
0
'
25
.
0
'
5.
0
'
20
.
0
'
20
.
0
'
5.
0
'
25
.
0
'
5.
0
'
20.0'
5.0'
25.0'
5.0'
20.0'
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
5.0
'
18
.
0
'
9.
5
'
9.
0
'
EXISTING 20' SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
1
5
"
S
T
1
5
"
S
T
15
"
S
T
12"
S
T
12" ST
2F
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3A
TYP
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°
1
3
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2
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W
2
3
8
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5
8
'
21.
8
'
18.2'
9.0
'
EXISTING 10' PUE
(BK 2022 PG 22360)EXISTING 5' PUE
(BK 2022 PG 22360)
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION
AND MINIMUM COVER REQUIREMENTS PRIOR TO CONSTRUCTION.
B.EXISTING PAVEMENT.
2.PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
C.6" PCC STANDARD CURB.
D.3" PCC ROLL CURB.
E.6" DEPTH PCC TRAIL.
F.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE
SHOWN.
G.CONNECT TO EXISTING PCC PAVEMENT, DOWEL WITH #5 BARS EVERY 30". SAW CUT FULL DEPTH. MATCH
EXISTING ELEVATIONS. COORDINATE WITH NW 10TH STREET CONTRACTOR TO ENSURE A CURB DROP IS
LEFT FOR A SUDAS TYPE A CONNECTION.
H.5" PCC DRIVEWAY
I.5" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
J.8" PCC, 4'X4' CLUSTER MAIL BOX PAD. SEE DETAIL ON THIS SHEET.
K.INTEGRAL CURB AND 4" PCC SIDEWALK.
L.8" DEPTH PCC ENTRANCE APPROACH ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
M.SUDAS TYPE A CONNECTION TO BE CONSTRUCTED AS PER STANDARD SPECIFICATIONS.
N.REMOVE AND DISPOSE EXISTING LANDING AREA. CONSTRUCT NEW 6" DEPTH PCC PEDESTRIAN LANDING
AREA WITH 2% MINIMUM CROSS SLOPE. PROVIDE RADIUS DETECTABLE WARNING PANELS WHERE SHOWN.
O.GRIND CURB AS NECESSARY FOR DRIVEWAY INSTALLATION.
3.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
B.PAINTED 45° STRIPING AT 3' O.C.
C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG REQUIREMENTS.
4.SIGNAGE PROVIDE THE FOLLOWING:
A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS
PER ADAAG STANDARDS. SECURE SIGN TO 2" SQUARE STEEL CHANNEL POST WITH ENAMEL FINISH IN A
12" DIAMETER CONCRETE FOOTING. ALSO ADD SIGN READING "VAN ACCESSIBLE".
B.STOP SIGN. CONTRACTOR TO INSTALL.
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
16
10
T
H
S
T
R
E
E
T
PH
A
S
E
1
PH
A
S
E
2
16
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
MAPLE STREET (PUBLIC)
DAISY LANE (PRIVATE)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
DAISY LANE (PRIVATE)
D
A
I
S
Y
L
A
N
E
(
P
R
I
V
A
T
E
)
8" W 8" W 8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8"
W
8"
W
8 "W
8" W
DAVID
A
N
D
J
A
M
E
S
CROS
S
1085 L
O
C
U
S
T
S
T
(PUD
)
JENN
A
A
N
N
K
N
U
D
T
S
O
N
1095 L
O
C
U
S
T
S
T
(PUD
)
JORG
E
Z
A
M
O
R
A
&
M
A
R
I
A
ZUNIG
A
1075 L
O
C
U
S
T
S
T
(PUD
)
WILSO
N
&
K
W
A
M
B
A
T
A
KABER
A
1055 L
O
C
U
S
T
S
T
(PUD
)
LINDA
&
C
A
R
L
Y
DUNK
E
L
B
E
R
G
E
R
1065 L
O
C
U
S
T
S
T
(PUD
)
YIQION
G
SHEN
1045 L
O
C
U
S
T
S
T
(PUD
)
ROBIN
S
O
N
R
E
N
T
A
L
HOLDI
N
G
S
1035 L
O
C
U
S
T
S
T
(PUD
)
JENNY
&
C
R
O
S
B
Y
TRAN
1025 L
O
C
U
S
T
S
T
(PUD
)
MUHA
M
E
D
&
S
U
N
I
T
A
HUSIC
1015 L
O
C
U
S
T
S
T
(PUD
)
PAUL
&
A
M
B
E
R
MILLER
1005 L
O
C
U
S
T
S
T
(PUD
)
MATTH
E
W
C
U
S
H
M
A
N
& EMIL
Y
R
O
B
I
N
S
O
N
995 LO
C
U
S
T
S
T
(PUD
)
THOM
A
S
B
O
E
C
K
E
R
985 LO
C
U
S
T
S
T
(PUD
)
JUAN
M
A
T
A
M
O
R
O
S
& MEG
A
N
D
A
V
I
E
S
975 LO
C
U
S
T
S
T
(PUD
)
REBEC
C
A
C
O
X
965 LO
C
U
S
T
S
T
(PUD)
PAUL
&
J
E
N
N
I
F
E
R
V
A
U
G
H
N
955 LO
C
U
S
T
S
T
(PUD
)
SPRIN
G
C
R
E
S
T
PLAT
3
SPRIN
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
I
,
L
L
C
OUTLO
T
Y
,
SPRIN
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
(R-4)
CO
P
E
L
A
N
D
,
R
A
L
P
H
C
T
R
U
S
T
,
E
S
T
E
L
L
A
L
&
J
H
A
R
R
Y
C
O
P
E
L
A
N
D
T
R
U
S
T
E
E
S
PA
R
C
E
L
2
1
-
1
0
N
W
N
E
(A
-
1
)
DEERY
,
D
E
E
R
Y
,
&
D
E
E
R
Y
,
L
L
C
OUTLO
T
Z
,
DEERY
B
R
O
T
H
E
R
S
W
A
U
K
E
E
D
E
V
E
L
O
P
M
E
N
T
(C-1)
30' BUILDING SETBACK
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
KE
V
I
N
&
A
N
N
E
B
R
O
D
A
R
S
E
N
110
5
L
O
C
U
S
T
S
T
(PU
D
)
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
20' TEMPORARY
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
30' BUILDING SETBACK
LOT 44
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
12356791011131415171821202223242526
76
74
72
70
68
66
812161927
28 36 39 43 49 52
58
65
10192
9796
69
67
7173
75
77
78
818385
87
89
56
57
60
59
61
55545351504748464544424140383734353332313029
88
86
84 82
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
MAPLE STREET (PUBLIC)
11
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150
'
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150' HY
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(
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EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
10' PROPOSED PUE
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 20' SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
Existing 7' Gas Easement
(BK 2022 PG 22362)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
EXISTING 10' PUE
(BK 2022 PG 22360)EXISTING 5' PUE
(BK 2022 PG 22360)
BY
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F.L.=1027.34
18" RCP N
MAPLE STREET (PUBLIC)
KI
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DAISY LANE (PRIVATE)
8" W 8" W
8"
W
8"
W
8"
W
8"
W
8" W
8"
W
8" W
COP
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30
'
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EXISTING STORMWATER
20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
80
9101113141517182120222324252612161927
28 36 39 43
818385
87
89
4544424140383734353332313029
88
86
84 82
11
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MH-7, SW-301
RIM: 1033.20
INV: 1018.61 (IN E)
INV: 1018.61 (IN S)
INV: 1018.36 (OUT W)
MH-8, SW-301
RIM: 1030.34
INV: 1016.69 (IN E)
INV: 1016.59 (OUT W)
ST-6A, SW-401
RIM: 1033.01
INV: 1026.31 (IN E)
INV: 1026.31 (IN S)
INV: 1026.21 (OUT W)
ST-14A, SW-401
RIM: 1031.68
INV: 1027.15 (OUT E)
ST-11, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.20
INV: 1026.25 (IN E)
INV: 1026.15 (OUT W)
ST-12, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1030.26
INV: 1026.39 (OUT E)
ST-14B, SW-401
RIM: 1029.30
INV: 1024.26 (IN N)
INV: 1024.16 (OUT S)
ST-14, SW-506
w/ MOUNTABLE CURB BOX
T/C: 1030.14
INV: 1024.90 (IN E)
INV: 1024.90 (IN N)
INV: 1024.90 (IN W)
INV: 1024.80 (OUT S)
ST-13, 24" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1030.90
INV: 1025.70 (IN W)
INV: 1025.70 (IN E)
INV: 1025.60 (OUT S)
3I 3B
3D
3F3E3C
TYP
2A
2B
TYP
4A
25
1
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%
279 LF OF 8" SANITARY SEWER @ 0.60%
228 LF OF 8"
S
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0
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6
0
%
275 LF OF 18" RCP @ 0.48%
98
L
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2
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R
C
P
@
0
.
5
5
%
137 LF OF 12" HDPE @ 0.50%
12
6
L
F
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F
1
5
"
H
D
P
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@
0
.
5
5
%
73 LF OF 12" HDPE @ 0.50%90 LF OF 15" HDPE @ 0.50%
29 LF OF 24" RCP @ 0.55%
181 LF O
F
8
"
P
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4
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4A
BP=1026.27 (ST)
TP=1019.51 (SAN)
BP=1026.33 (ST)
TP=1024.83 (WAT)BP=1024.75 (ST)
TP=1017.15 (SAN)
ST-10, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.25
INV: 1026.71 (IN E)
INV: 1026.61 (OUT W)
3D
30
"
S
T
30
"
S
T
30
"
S
T
30
"
S
T
24" ST
15" ST
15" ST
15" ST
15
"
S
T
18" ST
15
"
S
T
18
"
S
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15" ST
8"
S
A
N
8"
S
A
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8" SAN8" SAN
8"
S
A
N
8" SAN
ST-9, 15" NYLOPLAST DRAIN BASIN
W/ DOME GRATE
RIM: 1031.50
INV: 1027.25 (IN E)
INV: 1027.15 (OUT W)
87 LF OF 12" HDPE @ 0.50%
ST-8, 15" NYLOPLAST DRAIN BASIN
W/ DOME GRATE
RIM: 1031.75
INV: 1027.79 (IN E)
INV: 1027.69 (OUT W)
88 LF OF 12" HDPE @ 0.50%
4E
TYPCONNECT TO
EXISTING STUB
INV: 1015.22 (IN E) (VERIFY)
4A BP=1024.95 (ST)
TP=1023.35 (WAT)
GFE=1036.10GFE=1035.30GFE=1035.40GFE=1035.05
GFE=1033.00 GFE=1032.45 GFE=1033.65 GFE=1034.80
GFE=1033.50GFE=1032.20GFE=1031.50
GFE=1031.50
GFE=1032.30
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
Existing 7' Gas Easement
(BK 2022 PG 22362)
BY
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Sheet
27
2
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C301
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UTILITY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR
MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK
BEING PERFORMED TO THE UTILITY OWNER'S SPECIFICATIONS.
2.PRIVATE SANITARY SEWER SERVICE.
A.SANITARY SEWER TO BE CONSTRUCTED IN PLAT 2 PUBLIC IMPROVEMENTS. CONNECT TO EXISTING
STUB.
B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%.
C.INSTALL SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS. MAIN SHALL BE PVC, TRUSS PIPE.
3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS.
A.CONNECTION TO EXISTING 12" WATER MAIN WITH TAPPING VALVE AND SLEEVE. VERIFY LOCATION AND
ELEVATION.
B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SERVICE SHALL BE TYPE "K" SEAMLESS, SOFT
ANNEALED COPPER WATER TUBE.
D.HYDRANT ASSEMBLY WITH 5-INCH STORZ FITTINGS.
E.8" VALVE.
F.8" TEE.
G.8" x 8" CROSS.
H.IRRIGATION METER PIT. METER PIT SHALL BE LOCATED WITHIN A MANHOLE.
I.REMOVE AND RELOCATE TEMPORARY HYDRANT. CONNECT TO EXISTING WATER MAIN.
4.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS PER CITY OF WAUKEE
STANDARDS.
A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM
SEPARATION. PROVIDE GASKETED STORM SEWER WITHIN 10' OF WATER MAIN.
B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND INCLUDE FLARED END SECTION.
C.ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42 INCHES BELOW FINISHED
GRADE. CONCRETE FILLET INSIDE INTAKES AS NECESSARY TO FLOW LINES..
D.ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE NOTED.
E.4" STORM SEWER SERVICE LINE. INSTALL STORM SEWER SERVICE AS PER CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
5.COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE
PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR
UTILITY ROUTING,METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS
ACCORDINGLY.
GENERAL CONSTRUCTION NOTES
A.NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC
UTILITY.
B.ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR
PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF
WAUKEE ENGINEERING DEPARTMENT.
C.ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO
PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF
THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
MANHOLES SHALL BE VACUUM TESTED.
D.ALL SANITARY MANHOLES TO BE VACUUM TESTED.
E.ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
F.ALL UTILITIES ARE PRIVATE OTHER THAN UTILITIES THAT ARE LABELED "PUBLIC".
CITY OF WAUKEE UTILITY SERVICE LOCATIONS
10
T
H
S
T
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E
E
T
DAISY LANE (PRIVATE)
KI
N
L
E
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D
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(
P
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)
D
A
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(
P
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)
8" W
8" W
8"
W
8" W
8"
W
DEERY
,
D
E
E
R
Y
,
&
D
E
E
R
Y
,
L
L
C
OUTLO
T
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,
DEERY
B
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S
W
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D
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L
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(C-1)
30' BUILDING SETBACK
20' TEMPORARY
CONSTRUCTION EASEMENT
LOT 4
4
93
90
91
103
102
100
62
63
64
12356798
49 52
58
65
10192
56
57
60
59
61
5554535150474846
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
MAPLE STREET (PUBLIC)
MH-4, SW-301
RIM: 1035.60
INV: 1021.66 (OUT W)
MH-5, SW-301
RIM: 1033.75
INV: 1020.45 (IN S)
INV: 1020.45 (IN E)
INV: 1020.20 (OUT W)
ST-5A, SW-401
RIM: 1034.61
INV: 1029.97 (OUT NW)
ST-15A, SW-401
RIM: 1034.33
INV: 1029.56 (OUT S)
ST-3, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1034.25
INV: 1029.53 (OUT E)ST-1, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1033.71
INV: 1029.99 (OUT W)
ST-6, SW-503
w/ MOUNTABLE CURB BOX
T/C: 1033.17
INV: 1027.71 (IN E)
INV: 1027.61 (OUT W)
ST-5, SW-501
w/ MOUNTABLE CURB BOX
T/C: 1033.12
INV: 1028.31 (IN N)
INV: 1028.31 (IN SE)
INV: 1028.21 (OUT W)
ST-4, 18" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1033.78
INV: 1029.07 (IN W)
INV: 1029.07 (IN E)
INV: 1028.97 (OUT S)
ST-16, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.48
INV: 1027.61 (OUT S)
ST-17, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.48
INV: 1027.05 (IN N)
3D
3D
3F 3F3E
3C TYP
2B
TYP
4A
16
2
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
265 LF OF 8" SANITARY SEWER @ 0.60%
202 LF
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
99 LF OF 18" RCP @ 0.50%260 LF OF 18" RCP @ 0.50%
92 LF OF 12" HDPE @ 0.50%
91 LF OF
1
2
"
H
D
P
E
@
0
.
5
0
%
1
3
1
L
F
O
F
1
5
"
H
D
P
E
@
0
.
5
0
%
12
8
L
F
O
F
8
"
P
V
C
@
1
.
3
0
%
12
0
L
F
O
F
8
"
P
V
C
@
1
.
0
9
%
11
2
L
F
O
F
1
2
"
H
D
P
E
@
0
.
5
0
%
4A
BP=1027.65 (ST)
TP=1026.15 (WAT)
BP=1027.74 (ST)
TP=1021.30 (SAN)
BP=1028.22 (ST)
TP=1023.77 (SAN)
3A
3B
97 LF OF 12" HDPE @ 0.50%
ST-7, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.81
INV: 1028.28 (OUT W)
3D
15
"
S
T
1
5
"
S
T
15" ST 15" ST
8" SAN
8" SAN
3E
ST-8, 15" NYLOPLAST DRAIN BASIN
W/ DOME GRATE
RIM: 1031.75
INV: 1027.79 (IN E)
INV: 1027.69 (OUT W)
ST-2, 15" NYLOPLAST DRAIN BASIN
W/ DOME GRATE
RIM: 1033.88
INV: 1029.54 (IN E)
INV: 1029.44 (OUT W)
75 LF OF 12" HDPE @ 0.50%
4E
TYP
ADJUST RIM AS
NECESSARY
4A
4A
4A
BP=1028.45 (ST)
TP=1026.95 (WAT)
3H
GFE=1037.45 GFE=1037.95
GFE=1036.60
GFE=1037.00
GFE=1035.50 GFE=1035.75
GFE=1036.00
GFE=1036.40
GFE=1035.85
BP=1027.25 (ST)
TP=1020.95 (SAN)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
EXISTING 10' PUE
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Sheet
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GENERAL CONSTRUCTION NOTES
A.NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC
UTILITY.
B.ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR
PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF
WAUKEE ENGINEERING DEPARTMENT.
C.ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO
PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF
THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
MANHOLES SHALL BE VACUUM TESTED.
D.ALL SANITARY MANHOLES TO BE VACUUM TESTED.
E.ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
F.ALL UTILITIES ARE PRIVATE OTHER THAN UTILITIES THAT ARE LABELED "PUBLIC".
UTILITY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT
SCHEDULED FOR MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE
CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO THE UTILITY
OWNER'S SPECIFICATIONS.
2.PRIVATE SANITARY SEWER SERVICE.
A.SANITARY SEWER TO BE CONSTRUCTED IN PLAT 2 PUBLIC IMPROVEMENTS.
CONNECT TO EXISTING STUB.
B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%.
C.INSTALL SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. MAIN SHALL BE PVC, TRUSS PIPE.
3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE
STANDARDS.
A.CONNECTION TO EXISTING 12" WATER MAIN WITH TAPPING VALVE AND SLEEVE.
VERIFY LOCATION AND ELEVATION.
B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF
WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SERVICE
SHALL BE TYPE "K" SEAMLESS, SOFT ANNEALED COPPER WATER TUBE.
D.HYDRANT ASSEMBLY WITH 5-INCH STORZ FITTINGS.
E.8" VALVE.
F.8" TEE.
G.8" x 8" CROSS.
H.IRRIGATION METER PIT. METER PIT SHALL BE LOCATED WITHIN A MANHOLE.
I.REMOVE AND RELOCATE TEMPORARY HYDRANT. CONNECT TO EXISTING WATER
MAIN.
4.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS
PER CITY OF WAUKEE STANDARDS.
A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18"
MINIMUM SEPARATION. PROVIDE GASKETED STORM SEWER WITHIN 10' OF WATER
MAIN.
B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION.
C.ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42 INCHES
BELOW FINISHED GRADE. CONCRETE FILLET INSIDE INTAKES AS NECESSARY TO
FLOW LINES..
D.ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE NOTED.
E.4" STORM SEWER SERVICE LINE. INSTALL STORM SEWER SERVICE AS PER CITY OF
WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
5.COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION
WITH UTILITY SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL
AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING,METERS, DESIGN
INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
KI
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8"
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8"
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8"
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ROBIN
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1035 L
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(PUD
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1025 L
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(PUD
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30' BUILDI
N
G
S
E
T
B
A
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80
79
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94
93
90
91
103
102
99
100
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72
70
68
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8182
OUTLOT X
MH-4, SW-301
RIM: 1035.60
INV: 1021.66 (OUT W)
MH-3, SW-301
RIM: 1035.27
INV: 1021.52 (IN S)
INV: 1021.42 (OUT N)
MH-1, SW-301
RIM: 1034.88
INV: 1022.37 (OUT NW)
MH-2, SW-301
RIM: 1034.26
INV: 1022.28 (OUT N)
MH-6, SW-301
RIM: 1031.89
INV: 1020.22 (IN SE)
INV: 1020.12 (OUT N)
ST-15B, SW-401
RIM: 1035.46
INV: 1028.26 (IN N)
INV: 1028.16 (OUT SW)
ST-5A, SW-401
RIM: 1034.61
INV: 1029.97 (OUT NW)
ST-15, SW-501
w/ MOUNTABLE CURB BOX
T/C: 1034.26
INV: 1026.61 (IN NE)
INV: 1026.51 (OUT SW)
ST-15A, SW-401
RIM: 1034.33
INV: 1029.56 (OUT S)
ST-18A, SW-401
RIM: 1034.06
INV: 1025.96 (IN NE)
INV: 1025.96 (IN N)
INV: 1025.86 (OUT NW)
ST-6, SW-503
w/ MOUNTABLE CURB BOX
T/C: 1033.17
INV: 1027.71 (IN E)
INV: 1027.61 (OUT W)
w/ MOUNTABLE CURB BOX
T/C: 1033.12
INV: 1028.31 (IN N)
INV: 1028.31 (IN SE)
INV: 1028.21 (OUT W)
ST-6A, SW-401
RIM: 1033.01
INV: 1026.31 (IN E)
INV: 1026.31 (IN S)
INV: 1026.21 (OUT W)
ST-18B, SW-401
T/C: 1032.41
INV: 1025.15 (IN SE)
INV: 1025.05 (OUT N)
ST-16, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.48
INV: 1027.61 (OUT S)
ST-19A, SW-401
RIM: 1032.22
INV: 1027.74 (OUT S)
INV: 1027.74 (OUT N)
ST-17, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.48
INV: 1027.05 (IN N)
INV: 1026.95 (OUT S)
ST-19, SW-506
w/ MOUNTABLE CURB BOX
T/C: 1031.46
INV: 1024.74 (IN S)
INV: 1024.74 (IN N)
INV: 1024.64 (OUT W)
ST-18, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1031.71
INV: 1026.43 (IN N)
INV: 1026.33 (OUT S)
ST-19B, 24'' FES w/ FOOTING
INV: 1024.00
3D
3C TYP
3C
TYP
2B
TYP
4A
4A
12
7
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
16
2
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
265 LF OF 8" SANITARY SEWER @ 0.60%
25
1
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
279 LF OF 8" SANITARY SEWER @ 0.60%
202 LF
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
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0
%
215
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
1
.
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0
%
110 L
F
O
F
1
5
"
R
C
P
@ 0.5
0
%
14
1
L
F
O
F
1
5
"
R
C
P
@
0
.
5
0
%
6
1
L
F
O
F
1
5
"
R
C
P
@
0
.
5
0
%
99 LF OF 18" RCP @ 0.50%260 LF OF 18" RCP @ 0.50%275 LF OF 18" RCP @ 0.48%
127 LF OF 24" RCP @ 0.50%
12
8
L
F
O
F
8
"
P
V
C
@
1
.
3
0
%
8
8
L
F
O
F
8
"
P
V
C
@
3
.
4
2
%
14
0
L
F
O
F
8
"
P
V
C
@
1
.
1
0
%
12
0
L
F
O
F
8
"
P
V
C
@
1
.
0
9
%
1
1
4
L
F
O
F
8
"
P
V
C
@
1
.
2
6
%
11
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L
F
O
F
1
2
"
H
D
P
E
@
0
.
5
0
%
10
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L
F
O
F
1
2
"
H
D
P
E
@
0
.
5
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%
7
4
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F
O
F
1
2
"
H
D
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E
@
0
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5
0
%
4ABP=1026.27 (ST)
TP=1019.51 (SAN)
BP=1026.33 (ST)
TP=1024.83 (WAT)
TP=1026.15 (WAT)
BP=1027.74 (ST)
TP=1021.30 (SAN)
BP=1028.22 (ST)
TP=1023.77 (SAN)
4ABP=1026.00 (ST)
TP=1022.30 (SAN)
ST-24A, 15 IN DIA CMP APRON
INV: 1024.00
1
1
5
L
F
O
F
1
5
"
H
D
P
E
@
0
.
4
5
%
ST-24, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1028.25
INV: 1024.62 (IN SE)
INV: 1024.52 (OUT NW)
8
7
L
F
O
F
1
5
"
H
D
P
E
@
0
.
4
0
%
ST-23, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1028.50
INV: 1025.07 (IN SE)
INV: 1024.97 (OUT NW)
88
L
F
O
F
1
5
"
H
D
P
E
@
0
.
4
0
%
ST-22, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1028.75
INV: 1025.52 (IN SE)
INV: 1025.42 (OUT NW)
78
L
F
O
F
1
2
"
H
D
P
E
@
0
.
5
0
%
ST-21, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1029.18
INV: 1026.01 (IN E)
INV: 1025.91 (OUT NW)
99 LF OF 12" HDPE @ 0.50%
ST-20, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1029.66
INV: 1026.51 (OUT W)
3D
3D
4A
BP=1027.10 (WAT)
TP=1021.40 (SAN)
4A BP=1026.00 (ST)
TP=1024.50 (WAT)
3B
3B
4ABP=1025.95 (ST)
TP=1022.80 (SAN)4E
TYP
4E
TYP4A
4A
6B
6C
6A
6C 6B 6C 6B
6B
6C
6B
6C
6A
GFE=1036.40
GFE=1035.85
GFE=1035.85
GFE=1035.30
GFE=1035.00
GFE=1034.50
GFE=1033.70
GFE=1033.35
GFE=1033.35
GFE=1033.50GFE=1032.20
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
10' PROPOSED PUE
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 20' SANITARY
SEWER EASEMENT
(BK 2022 PG 22365)
Existing 7' Gas Easement
(BK 2022 PG 22362)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 5' PUE
(BK 2022 PG 22360)
BY
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Sh
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Project No:
Sheet
27
2
7
S
.
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B
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0 30
GENERAL CONSTRUCTION NOTES
A.NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY.
B.ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR PUBLIC
IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE
ENGINEERING DEPARTMENT.
C.ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE
CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO
SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM
TESTED.
D.ALL SANITARY MANHOLES TO BE VACUUM TESTED.
E.ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
F.ALL UTILITIES ARE PRIVATE OTHER THAN UTILITIES THAT ARE LABELED "PUBLIC".
UTILITY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR
MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH
THE WORK BEING PERFORMED TO THE UTILITY OWNER'S SPECIFICATIONS.
2.PRIVATE SANITARY SEWER SERVICE.
A.SANITARY SEWER TO BE CONSTRUCTED IN PLAT 2 PUBLIC IMPROVEMENTS. CONNECT TO
EXISTING STUB.
B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%.
C.INSTALL SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS. MAIN SHALL BE PVC, TRUSS PIPE.
3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS.
A.CONNECTION TO EXISTING 12" WATER MAIN WITH TAPPING VALVE AND SLEEVE. VERIFY
LOCATION AND ELEVATION.
B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF WAUKEE
STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SERVICE SHALL BE TYPE "K"
SEAMLESS, SOFT ANNEALED COPPER WATER TUBE.
D.HYDRANT ASSEMBLY WITH 5-INCH STORZ FITTINGS.
E.8" VALVE.
F.8" TEE.
G.8" x 8" CROSS.
H.IRRIGATION METER PIT. METER PIT SHALL BE LOCATED WITHIN A MANHOLE.
I.REMOVE AND RELOCATE TEMPORARY HYDRANT. CONNECT TO EXISTING WATER MAIN.
4.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS PER CITY OF
WAUKEE STANDARDS.
A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM
SEPARATION. PROVIDE GASKETED STORM SEWER WITHIN 10' OF WATER MAIN.
B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION.
C.ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42 INCHES BELOW
FINISHED GRADE. CONCRETE FILLET INSIDE INTAKES AS NECESSARY TO FLOW LINES..
D.ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE NOTED.
E.4" STORM SEWER SERVICE LINE. INSTALL STORM SEWER SERVICE AS PER CITY OF WAUKEE
STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
5.COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY
SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL
PLANS FOR INTERIOR UTILITY ROUTING,METERS, DESIGN INFORMATION AND COORDINATE
UTILITY CONNECTIONS ACCORDINGLY.
6.DEMOLITION OF SERVICES. CONTRACTOR TO VERIFY LOCATION OF SANITARY, STORM SEWER
AND WATER SERVICES AND PROVIDE THE FOLLOWING IMPROVEMENTS:
A.REMOVE AND CAP WATER SERVICE AT MAIN. VERIFY EXISTING LOCATION PRIOR TO
CONSTRUCTION.
B.REMOVE AND CAP SANITARY SEWER SERVICE TO LIMITS SHOWN. VERIFY EXISTING
LOCATION PRIOR TO CONSTRUCTION.
C.REMOVE AND CAP STORM SEWER SERVICE TO LIMITS SHOWN. VERIFY EXISTING LOCATION
PRIOR TO CONSTRUCTION.
KI
N
L
E
Y
D
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I
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E
(
P
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I
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A
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)
DAISY LANE (PRIVATE)8" W
8"
W
8" W
DAVID
A
N
D
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A
M
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S
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S
1085 L
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U
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S
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(PUD
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JENNA
A
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N
K
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1095 L
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1075 L
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N
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B
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1055 L
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DUNK
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1065 L
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1045 L
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(PUD)
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1035 L
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EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
80
79
95
94
93
90
91
76
74
28 36 39 43
92
96
75
77
78
818385
87
89
464544424140383734353332313029
88
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84 82
11
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MH-7, SW-301
RIM: 1033.20
INV: 1018.61 (IN E)
INV: 1018.61 (IN S)
INV: 1018.36 (OUT W)
MH-6, SW-301
RIM: 1031.89
INV: 1020.22 (IN SE)
INV: 1020.12 (OUT N)
MH-8, SW-301
RIM: 1030.34
INV: 1016.69 (IN E)
INV: 1016.59 (OUT W)
ST-18A, SW-401
INV: 1025.96 (IN NE)
INV: 1025.96 (IN N)
INV: 1025.86 (OUT NW)
ST-6A, SW-401
RIM: 1033.01
INV: 1026.31 (IN E)
INV: 1026.31 (IN S)
INV: 1026.21 (OUT W)
ST-18B, SW-401
T/C: 1032.41
INV: 1025.15 (IN SE)
INV: 1025.05 (OUT N)
ST-16, 15" NYLOPLAST DRAIN BASIN
ST-19A, SW-401
RIM: 1032.22
INV: 1027.74 (OUT S)
INV: 1027.74 (OUT N)
ST-14A, SW-401
RIM: 1031.68
INV: 1027.15 (OUT E)
ST-17, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
INV: 1027.05 (IN N)
INV: 1026.95 (OUT S)
ST-19, SW-506
w/ MOUNTABLE CURB BOX
T/C: 1031.46
INV: 1024.74 (IN S)
INV: 1024.74 (IN N)
INV: 1024.64 (OUT W)
ST-14B, SW-401
RIM: 1029.30
INV: 1024.26 (IN N)
INV: 1024.16 (OUT S)
ST-14, SW-506
w/ MOUNTABLE CURB BOX
T/C: 1030.14
INV: 1024.90 (IN E)
INV: 1024.90 (IN N)
INV: 1024.90 (IN W)
INV: 1024.80 (OUT S)
ST-14C, 24'' FES w/ FOOTING
INV: 1024.00
ST-19B, 24'' FES w/ FOOTING
INV: 1024.00
3I 3B
3D
3D
3F3E3C
TYP
2A
2B
TYP
4A
25
1
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S
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6
0
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279 LF OF 8" SANITARY SEWER @ 0.60%
228 LF OF 8"
S
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0
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215
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260 LF OF 18" RCP @ 0.50%275 LF OF 18" RCP @ 0.48%
98
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29 LF OF 24" RCP @ 0.55%
127 LF OF 24" RCP @ 0.50%
181 LF O
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4A
BP=1026.27 (ST)
TP=1019.51 (SAN)
BP=1026.33 (ST)
TP=1024.83 (WAT)BP=1024.75 (ST)
TP=1017.15 (SAN)
BP=1026.00 (ST)
TP=1022.30 (SAN)
ST-24A, 15 IN DIA CMP APRON
INV: 1024.00
1
1
5
L
F
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1
5
"
H
D
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4
5
%
ST-24, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1028.25
INV: 1024.62 (IN SE)
INV: 1024.52 (OUT NW)
8
7
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F
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F
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5
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H
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@
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ST-23, 15" NYLOPLAST DRAIN BASIN
w/ DOME GRATE
RIM: 1028.50
INV: 1025.07 (IN SE)
INV: 1024.97 (OUT NW)
88
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INSTALL 16-2/3" DIAMETER STAINLESS
STEEL ORIFICE PLATE ON EXISTING FES
INV: 1023.81
3D
4A
BP=1027.10 (WAT)
TP=1021.40 (SAN)
3B
3D
24" ST
24" ST
36
"
S
T
30
"
S
T
15" ST
15" ST
3
6
"
S
T
24" ST
8"
S
A
N
12
"
S
A
N
3E
4E
TYP
4E
TYP
CONNECT TO
EXISTING STUB
INV: 1015.22 (IN E) (VERIFY)
4A BP=1024.95 (ST)
TP=1023.35 (WAT)
4A
6C
6A
GFE=1033.00 GFE=1032.45 GFE=1033.65 GFE=1034.80
GFE=1033.70
GFE=1033.35
GFE=1033.35
GFE=1033.50GFE=1032.20GFE=1031.50
GFE=1031.50
GFE=1032.30
EXISTING 42' PUBLIC INGRESS/
EGRESS & PRIVATE WATER MAIN
& SANITARY SEWER EASEMENT
(BK 2022 PG 22364)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 10' PUE
(BK 2022 PG 22360)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
Existing 7' Gas Easement
(BK 2022 PG 22362)
EXISTING 7' GAS
MAIN EASEMENT
(BK 2022 PG 22362)
EXISTING 5' PUE
(BK 2022 PG 22360)
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GENERAL CONSTRUCTION NOTES
A.NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY.
B.ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR PUBLIC
IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERING
DEPARTMENT.
C.ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY
OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE
PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
D.ALL SANITARY MANHOLES TO BE VACUUM TESTED.
E.ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
F.ALL UTILITIES ARE PRIVATE OTHER THAN UTILITIES THAT ARE LABELED "PUBLIC".
1
C304
FLARED END SECTION CIRCULAR RESTRICTOR PLATE
NO SCALE
SECTION VIEW
END VIEW
3"
6"
3'
-
6
"
1'-8"
3'
-
6
"
VARIES TO MATCH
WIDTH OF END SECTION
CONCRETE FOOTING
5
8" HOLES
STAINLESS STEEL
RESTRICTOR PLATE
FLARED END SECTION
SEE PLAN FOR SIZES
EXISTING FLARE=
16-2/3" DIA
DRILL 5
8"
HOLES FOR
1
2" BOLTS
3"x3"x3"x1
4" ANGLE
WITH 5
8" HOLE FOR 1
2" BOLT.
WELD TO RESTRICTOR PLATE.
1
4" STAINLESS STEEL RESTRICTOR PLATE.
GALVANIZE AFTER ANGLE
BRACKET WELDS.
CONCRETE
FOOTING
UTILITY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR
DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO
THE UTILITY OWNER'S SPECIFICATIONS.
2.PRIVATE SANITARY SEWER SERVICE.
A.SANITARY SEWER TO BE CONSTRUCTED IN PLAT 2 PUBLIC IMPROVEMENTS. CONNECT TO EXISTING STUB.
B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%.
C.INSTALL SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS. MAIN SHALL BE PVC, TRUSS PIPE.
3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS.
A.CONNECTION TO EXISTING 12" WATER MAIN WITH TAPPING VALVE AND SLEEVE. VERIFY LOCATION AND
ELEVATION.
B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SERVICE SHALL BE TYPE "K" SEAMLESS, SOFT ANNEALED
COPPER WATER TUBE.
D.HYDRANT ASSEMBLY WITH 5-INCH STORZ FITTINGS.
E.8" VALVE.
F.8" TEE.
G.8" x 8" CROSS.
H.IRRIGATION METER PIT. METER PIT SHALL BE LOCATED WITHIN A MANHOLE.
I.REMOVE AND RELOCATE TEMPORARY HYDRANT. CONNECT TO EXISTING WATER MAIN.
4.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS PER CITY OF WAUKEE
STANDARDS.
A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION.
PROVIDE GASKETED STORM SEWER WITHIN 10' OF WATER MAIN.
B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
AND INCLUDE FLARED END SECTION.
C.ALL FOOTINGS FOR STORM SEWER STRUCTURES SHALL BE A MINIMUM 42 INCHES BELOW FINISHED GRADE.
CONCRETE FILLET INSIDE INTAKES AS NECESSARY TO FLOW LINES..
D.ALL STORM SEWER IS PRIVATE UNLESS OTHERWISE NOTED.
E.4" STORM SEWER SERVICE LINE. INSTALL STORM SEWER SERVICE AS PER CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.
5.COORDINATE NATURAL GAS AND ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER
PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY
ROUTING,METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
MAPLE STREET (PUBLIC)
11
T
H
S
T
R
E
E
T
MAPLE STREET (PUBLIC)
DAISY LANE (PRIVATE)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
DAISY LANE (PRIVATE)
D
A
I
S
Y
L
A
N
E
(
P
R
I
V
A
T
E
)
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
16
10
T
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S
T
R
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E
T
PH
A
S
E
1
PH
A
S
E
2
16
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
8" W 8" W 8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8"
W
8"
W
8 "W
8" W
8"
S
T
8"
S
T
8" ST
8"
S
T
8" ST
8" ST
8" ST
8"
S
T
15" S
T
15"
S
T
1
5
"
S
T
18" ST18" ST18" ST
24
"
S
T
12" ST
15
"
S
T
12" ST15" ST
12" ST
12" ST
15
"
S
T
2
4
"
S
T
24" ST
8"
S
T
8" ST
8"
S
T
8"
S
T
8"
S
T
8
"
S
T
12
"
S
T
12
"
S
T
12
"
S
T
10
3
0
10301030
10
2
7
1027
10
2
8
10
2
9
10
3
1
10
3
1
10
3
2
1032
103
3
10
3
3
10
3
3
DAVID
A
N
D
J
A
M
E
S
CROS
S
1085 L
O
C
U
S
T
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T
(PUD
)
JENN
A
A
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N
K
N
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1095 L
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(PUD
)
JORG
E
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A
&
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ZUNIG
A
1075 L
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C
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S
T
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T
(PUD
)
WILSO
N
&
K
W
A
M
B
A
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A
KABER
A
1055 L
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C
U
S
T
S
T
(PUD
)
LINDA
&
C
A
R
L
Y
DUNK
E
L
B
E
R
G
E
R
1065 L
O
C
U
S
T
S
T
(PUD
)
YIQION
G
SHEN
1045 L
O
C
U
S
T
S
T
(PUD
)
ROBIN
S
O
N
R
E
N
T
A
L
HOLDI
N
G
S
1035 L
O
C
U
S
T
S
T
(PUD
)
JENNY
&
C
R
O
S
B
Y
TRAN
1025 L
O
C
U
S
T
S
T
(PUD
)
MUHA
M
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D
&
S
U
N
I
T
A
HUSIC
1015 L
O
C
U
S
T
S
T
(PUD
)
PAUL
&
A
M
B
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R
MILLER
1005 L
O
C
U
S
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S
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(PUD
)
MATTH
E
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C
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N
& EMIL
Y
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995 LO
C
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)
THOM
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985 LO
C
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(PUD
)
JUAN
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& MEG
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975 LO
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REBEC
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(R-4)
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)
DEERY
,
D
E
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(C-1)
30' BUILDING SETBACK
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
KE
V
I
N
&
A
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N
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R
O
D
A
R
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N
110
5
L
O
C
U
S
T
S
T
(PU
D
)
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
20' TEMPORARY
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
30' BUILDING SETBACK
LOT 44
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
12356791011131415171821202223242526
76
74
72
70
68
66
812161927
28 36 39 43 49 52
58
65
10192
9796
69
67
7173
75
77
78
818385
87
89
56
57
60
59
61
55545351504748464544424140383734353332313029
88
86
84 82
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
GFE=1032.30
MPE=1030.50
GFE=1031.50
MPE=1031.25
GFE=1031.50
MPE=1031.25
GFE=1032.20
MPE=1031.25 GFE=1033.50
MPE=1033.50
GFE=1034.25
MPE=1034.25
GFE=1036.40
MPE=1033.60 GFE=1035.85
MPE=1035.00
GFE=1036.10
MPE=1035.00
GFE=1035.85
MPE=1035.45
GFE=1034.85
MPE=1034.00
GFE=1033.35
MPE=1033.35
GFE=1033.35
MPE=1030.75
GFE=1033.70
MPE=1030.75
GFE=1034.50
MPE=1031.00
GFE=1035.00
MPE=1031.50
GFE=1035.30
MPE=1034.60
GFE=1036.00
MPE=1036.00
GFE=1035.75
MPE=1036.00
GFE=1035.50
MPE=1034.00
GFE=1033.65
MPE=1033.00
GFE=1032.45
MPE=1033.00
GFE=1033.00
MPE=1033.00
GFE=1035.05
MPE=1033.25
GFE=1035.40
MPE=1033.00
GFE=1036.10
MPE=1033.75
GFE=1037.00
MPE=1034.00
GFE=1037.45
MPE=1036.25 GFE=1037.95
MPE=1036.00
GFE=1036.60
MPE=1035.60
NP: 1023.81
100YR: 1029.00
1017
10
2
5
10
2
2
10
2
3
10
2
4
10
2
6
10
2
7
10
2
0
10
1
7
10
1
8
10
1
9
10
2
1
10281029
1030
10
2
0
102
6
1030
103
1
10
3
1
10
3
2
1
0
3
3
10
3
4 1034
10
3
5
1
0
3
3
10
3
2
10
3
3
10
3
4
1035
103
4
103
1
1032
1033
1
0
3
3
1
0
3
2
10
3
1
10
3
0
1031
10
3
5
1032
1033
1034
1
0
3
5
10331034
103
6
10321033
1034 1034
103
2
10
3
5
10
3
6
10
3
7
10
3
8
10
3
0
1
0
3
5
1035
1
0
3
1
103
2
1033
10
3
4
1
0
3
4
103
6
1
0
2
5
103
0
10
3
5
102
6
102
7
102
8
102
9
1031
1032
10
3
3
10
3
4
103
6
10
3
0
1
0
3
1
1
0
3
2
1
0
3
3
103
4
1
0
3
4
10
3
0
10
2
9
10
3
1
10
3
2
10
3
3
1035
103
5
1034
10
3
4 1034
1036 10
3
6
1036
1035 1036 1037
1037
10
3
6
10
3
7
1
0
3
7
10
2
7
10
2
8
10
2
9
GFE=1034.80
MPE=1033.75
GFE=1035.30
MPE=1033.50
1
5
"
S
T
8"
S
T
8"
S
T
12" ST
12"
S
T
15
"
S
T
1
5
"
S
T
1
5
"
S
T
12" ST12" ST 12" ST12" ST
12' MAINTENANCE PATH
103310341032
1035
1033
1034
10321033
1
0
3
3
10
3
4
1
0
3
5
1034
1
0
3
4
10
3
2
10
3
3
10
3
4
1030
1030
1
0
2
9
1
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3
0
1
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3
2
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9
1
0
3
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1032
10
3
3
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3
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3
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3
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1
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3
2
10
3
3
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3
5
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10
3
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103
5
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10
3
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1
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1
1031
1033
STORMWATER MANAGEMENT
EASEMENT
(1034.63)
(1034.23)
(1033.83)
(1034.00)
(1034.22)
(1033.77)
10
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DAISY LANE (PRIVATE)
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F
15
7
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S
F
15
7
5
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15
7
5
S
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S
F
16
10
T
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S
T
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E
T
PH
A
S
E
1
PH
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2
16
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
8" W 8" W 8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8"
W
8"
W
8 "W
8" W
10
3
0
10301030
10
2
7
1027
10
2
8
10
2
9
10
3
1
10
3
1
10
3
2
1032
103
3
10
3
3
10
3
3
DAVID
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1085 L
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1045 L
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30
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EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
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D
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B
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20' TEMPORARY
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
30' BUILDING SETBACK
LOT 44
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
12356791011131415171821202223242526
76
74
72
70
68
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812161927
28 36 39 43 49 52
58
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LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
NP: 1023.81
100YR: 1029.00
1017
10
2
5
10
2
2
10
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3
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4
10
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6
10
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10
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10
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10
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103
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10
3
4
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6
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103
0
10
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102
6
102
7
102
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102
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1032
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●
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12' MAINTENANCE PATH
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1030
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3
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1033
STORMWATER MANAGEMENT
EASEMENT
(1034.63)
(1034.23)
(1033.83)
(1034.00)
(1034.22)
(1033.77)
10
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GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/
OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT
WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE
REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN.
SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE
COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING
ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO
MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL.
8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS,
DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR TO DIG BASIN 2' DEEPER THAN SHOWN ON PLAN TO ACCOMMODATE FOR SEDIMENTATION
AT BOTTOM OF POND TO SATISFY GENERAL PERMIT #2 TEMPORARY SEDIMENT BASIN REQUIREMENTS.
10.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES.
Post Spacing
(5'-0" max.)
Post Spacing
(5'-0" max.)
Variable (20'-0" for a normal 10'-0" wide ditch.)
TYPICAL SILT FENCE DITCH CHECK
Fore
s
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e
Bac
k
s
l
o
p
e
1
2" min.
20" min.
ATTACHMENT TO POST
Fabric
Post
Wire or
Cable Ties
Insert 12 inches of fabric a minimum
of 6 inches deep (fabric may be
folded below the ground line).
Reduce post spacing to 5'-0" at water
concentration areas, or as required
to adequately support fence.
1
2
24"
36"
8'-0" Spacing
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
1
2
Ground Line Fabric
See plans for spacing.
(Profile View)
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
1
1
'T' Steel
Fence Post
4'-0" min.
Ground line
Fabric
Flow
SILT FENCE
200'-0" max. length per section
(600'-0" if slope is flatter than 5%)
(Plan View)
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
Ground ContoursInstall parallel to
ground contour.
Install "J-hook" at each end of an
individual section of silt fence.
QUANTITIES
SEEDING AND MULCHING 6.50 AC
(TYPE 4 URBAN TEMPORARY
EROSION CONTROL MEASURE)
SOD 6.50 AC
SILT FENCE 3125 LF
BELOW GRATE INLET PROTECTION 14 EA
TOTAL DISTURBED AREA 14.66 AC
CLASS D RIPRAP 65 TONS
11
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DAISY LANE (PRIVATE)
F.L.=1027.34
18" RCP N
8" W 8" W
8"
W
8"
W
8"
W
8"
W
8" W
8"
W
8" W
8"
S
T
8" ST
8" ST
18" ST
24
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12" ST
15
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12" ST15" ST
2
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8
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1033.201030.12
1030.14 TC
1029.89 G
1030.62 TC
1030.37 G
1033.13 1033.23
1033.82 TC
1033.57 G
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1032.83 TC
1032.58 G
1034.06 TC
1033.81 G
1032.40 TC
1032.15 G
1031.93 TC
1031.68 G
1031.91
10
3
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10
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10
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10
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G
S
E
T
B
A
C
K
EXISTING STORMWATER
20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
Sewer Easement
35'X10' Temporary
Construction Easement
30' BUILDING SETBACK
80
9101113141517182120222324252612161927
28 36 39 43
818385
87
89
4544424140383734353332313029
88
86
84 82
1030.25
OVERFLOW
GFE=1032.30
MPE=1030.50
GFE=1031.50
MPE=1031.25
GFE=1031.50
MPE=1031.25
GFE=1032.20
MPE=1031.25 GFE=1033.50
MPE=1033.50
GFE=1033.65
MPE=1033.00
GFE=1032.45
MPE=1033.00
GFE=1033.00
MPE=1033.00
GFE=1035.05
MPE=1033.25
GFE=1035.40
MPE=1033.00
GFE=1036.10
MPE=1033.75
100YR=1031.70100YR=1031.45
100YR=1031.40
100YR=1031.05
100YR=1030.16
1028
1029
1030
1030
103
1
10
3
1
10
3
2
1
0
3
3
1032
1033
1
0
3
5
1033
1034
1032 1033
1034 1034
103
2
1032
10
3
3
10
3
4
1
0
3
2
1
0
3
3
103
4
1
0
3
4
10
3
0
10
2
9
10
3
1
10
3
2
10
3
3
1035
1034
10
3
6
SILT FENCE (TYP.)
GFE=1034.80
MPE=1033.75
GFE=1035.30
MPE=1033.50
1031.751032.50
1031.50
1032.25
1031.25
1031.95
1031.20
1031.951030.90
1031.951030.26
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
100YR=1031.95100YR=1030.54
12" ST12" ST
ST-8
OVERFLOW
ST-9
OVERFLOW
ST-10
OVERFLOW
ST-11
OVERFLOW
ST-12
OVERFLOW
1031.91
-2
.
2
5
%
-2
.
3
4
%
-
2
.
0
0
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ST
-
1
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F
L
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W
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-
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0
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%
1032
1035
1033
1034
1032 1033
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10
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10
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4
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3
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3
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0
3
2
1
0
3
1
24
.
3
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24
.
0
'
1030.68
1030.97
1033.45 TC
1033.20 G
1034.40 TC
1034.15 G
1034.57 TC
1034.32 G
1034.50 TC
1034.25 G
1034.35 TC
1034.10 G
1034.64 TC
1034.39 G
1034.82 TC
1034.57 G
1035.47 TC
1035.22 G
1
0
3
0
.
7
7
T
C
1
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3
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.
5
2
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1033.80
1033.88
1035.05
-4
.
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5
%
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.
7
7
%
1034.66
1034.73
1035.05
-3
.
6
1
%
-1
.
0
3
%
1034.67
1034.75
1035.40
-2
.
5
5
%
-2
.
1
0
%
1034.75
1034.83
1035.40
-3
.
6
4
%
-1
.
8
4
%
1034.78
1034.86
1035.30
-4
.
8
5
%
-1
.
4
2
%
1034.90
1034.97
1035.30
-3
.
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2
%
-1
.
0
6
%
1035.05
1035.13
1036.10
-3
.
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1035.63
1035.70
1036.10
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0
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8
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1
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-2
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1
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3
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3
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6
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3
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8
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6
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2
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4
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3
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4
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7
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8
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3
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9
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9
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8
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6
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7
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4
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%
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.
0
5
%
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.
5
4
%
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.
0
7
%
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.
6
8
%
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.
2
8
%
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.
4
4
%
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.
0
4
%
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.
2
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8
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9
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5
8
%
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.
7
4
%
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.
5
1
%
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.
6
8
%
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1
9
%
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.
3
6
%
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8
8
%
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.
0
5
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5
6
%
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.
7
3
%
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.
2
3
%
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4
1
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9
2
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1
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6
1
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9
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7
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9
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9
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0
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3
8
%
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3
0
%
-3
.
4
7
%
-4.31%
-4.96%
-5.27%
-5.92%
-6.23%
-6.88%
-7.19%
1
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Sheet
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0 30
GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/
OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT
WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE
REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN.
SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE
COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING
ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO
MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL.
8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS,
DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR TO DIG BASIN 2' DEEPER THAN SHOWN ON PLAN TO ACCOMMODATE FOR SEDIMENTATION
AT BOTTOM OF POND TO SATISFY GENERAL PERMIT #2 TEMPORARY SEDIMENT BASIN REQUIREMENTS.
10.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES.
MAPLE STREET (PUBLIC)
DAISY LANE (PRIVATE)
KI
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10
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8" W
8" W
8"
W
8" W
8"
W
8"
S
T
8" ST
8" ST
18" ST18" ST
12" ST
12" ST
1
5
"
S
T
8"
S
T
8"
S
T
12
"
S
T
1033.75
1034.30
HP
1033.63 TC
1033.38 G
1033.17 TC
1032.92 G
1033.15
1033.12 TC
1032.87 G
1033.10
1033.58 TC
1033.33 G
1033.23
1034.56 TC
1034.31 G
1034.97 TC
1034.72 G
1034.73
HP
10
3
3
.
3
8
T
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10
3
3
.
1
3
G
1033.59 TC
1033.34 G 1033.441033.65
1034.06 TC
1033.81 G
1034.78 TC
1034.53 G
1034.32 TC
1034.07 G
DEERY
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OUTLO
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DEERY
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(C-1)
30' BUILDING SETBACK
20' TEMPORARY
CONSTRUCTION EASEMENT
LOT 4
4
93
90
91
103
102
100
62
63
64
12356798
49 52
58
65
10192
56
57
60
59
61
5554535150474846
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
1036.60
1036.60
1036.60
1036.60
GFE=1034.25
MPE=1034.25
GFE=1036.40
MPE=1033.60
GFE=1035.85
MPE=1035.00
GFE=1036.00
MPE=1036.00
GFE=1035.75
MPE=1036.00
GFE=1035.50
MPE=1034.00
GFE=1037.00
MPE=1034.00
GFE=1037.45
MPE=1036.25 GFE=1037.95
MPE=1036.00
GFE=1036.60
MPE=1035.60
100YR=1034.16
100YR=1034.40 100YR=1034.63
100YR=1033.17
100YR=1033.01
100YR=1032.06
100YR=1031.68
10
3
4 1034
10
3
2
10
3
3
10
3
4
10
3
5
1033
1034
1
0
3
5
103
6
10
3
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100YR=1033.96100YR=1031.95
ST-6
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1035.17
1035.02
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1034.75
1034.50
1034.35
1034.29
1034.34
1034.94
1034.49
1034.44
(1034.63)
(1034.23)
(1033.83)
(1034.00)
(1034.22)
1034.74
(1033.77)
1035.47 TC
1035.22 G
1035.65 TC
1035.40 G
1036.31 TC
1036.06 G
1036.48 TC
1036.23 G
1036.84 TC
1036.59 G
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-7.84%-3.48%
-3.96%
-4.77%
-5.25%
-6.07%
-6.54%
-7.36%
-8.60%
-7.58%
-7.19%
-6.38%
-5.99%
-5.18%
-4.79%
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1
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0 30
GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/
OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT
WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE
REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN.
SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE
COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING
ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO
MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL.
8.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS,
DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR TO DIG BASIN 2' DEEPER THAN SHOWN ON PLAN TO ACCOMMODATE FOR SEDIMENTATION
AT BOTTOM OF POND TO SATISFY GENERAL PERMIT #2 TEMPORARY SEDIMENT BASIN REQUIREMENTS.
10.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES.
KI
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8"
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8"
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8 "W
8"
S
T
8"
S
T
8" ST
8"
S
T
8" ST
8" ST
8"
S
T
15" S
T
15"
S
T
1
5
"
S
T
18" ST18" ST18" ST
24" ST
8"
S
T
8
"
S
T
8"
S
T
8"
S
T
8
"
S
T
12
"
S
T
12
"
S
T
12
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S
T
1033.20 1033.751034.30
HP
103
1
.
4
4
10
3
1
.
9
3
T
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10
3
1
.
6
8
G
103
1
.
4
6
T
C
103
1
.
2
1
G
1033.17 TC
1032.92 G
1033.15
1033.12 TC
1032.87 G
1033.10
1033.58 TC
1033.33 G
10
3
5
.
3
2
1035.33 TC
1035.08 G
10
3
4
.
2
5
10
3
4
.
6
4
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10
3
4
.
6
6
T
C
10
3
4
.
4
1
G
10
3
4
.
9
0
1033.13 1033.23
1034.56 TC
1034.31 G103
2
.
2
5
103
2
.
4
7
10
3
2
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9
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T
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10
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10
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6
7
10
3
2
.
8
9
10
3
3
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3
8
T
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10
3
3
.
1
3
G
1033.59 TC
1033.34 G
1032.83 TC
1032.58 G 1033.441033.65
1034.32 TC
1034.07 G
1031.93 TC
1031.68 G
1031.91
ROBIN
S
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1035 L
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(PUD
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JENN
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1025 L
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(PUD
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1015 L
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PAUL
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)
MATTH
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H
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30' BUILDI
N
G
S
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T
B
A
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K
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
76
74
72
70
68
66
65
10192
9796
69
67
7173
75
77
78
8182
OUTLOT X
1032.25
OVERFLOW
GFE=1032.20
MPE=1031.25 GFE=1033.50
MPE=1033.50
GFE=1034.25
MPE=1034.25
GFE=1036.40
MPE=1033.60
GFE=1035.85
MPE=1035.00
GFE=1036.10
MPE=1035.00
GFE=1035.85
MPE=1035.45
GFE=1034.85
MPE=1034.00
GFE=1033.35
MPE=1033.35
GFE=1033.35
MPE=1030.75
GFE=1033.70
MPE=1030.75
GFE=1034.50
MPE=1031.00
GFE=1035.00
MPE=1031.50
GFE=1035.30
MPE=1034.60
100YR=1033.17
100YR=1033.01
100YR=1034.26
100YR=1031.68
100YR=1031.76
100YR=1031.91
100YR=1031.46
100YR=1030.21
100YR=1029.43
100YR=1029.03
100YR=1028.73
100YR=1028.48
1028.25
1028.50
1028.75
1029.18
1029.66
1030.41
1029.75
1029.50
1029.25
1029.20
-2
.
5
2
%
-2.00%
-2.00%
-2.
0
3
%
-2.
0
0
%
-2.
0
0
%
-2
.
0
0
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-2
.
0
0
%
-2
.
0
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10
2
5
10
2
2
10
2
3
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2
4
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2
6
10
2
7
10
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1031
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1035.80 TC
1035.55 G
10
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8"
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8
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S
T
ST-6
OVERFLOW
12" ST
12"
S
T
15
"
S
T
1
5
"
S
T
1
5
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S
T
1031.48
1032.60
1031.48
103
3
.
2
5
1031.71
-2
.
0
0
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-2
.
0
0
%
-3
.
4
0
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-2
.
9
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ST-5
OVERFLOW
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F
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6
OV
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ST-18
OVERFLOW
ST-19
OVERFLOW
ST-20
OVERFLOW
ST-
2
1
OV
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S
T
-
2
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8
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31.
5
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1
0
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3
10
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1034
1
0
3
4
10
3
2
10
3
3
10
3
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1030
1030
1
0
2
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1
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3
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1
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3
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103
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1
1
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3
2
1033
14.
0
'
24
.
0
'
16.0'
22.8'OVERLAND
FLOWAGE
EASEMENT
-9
.
3
7
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-9
.
2
7
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-8
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7
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3
7
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2
0
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-5
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3
8
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3
0
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-3
.
4
7
%
-4.31%
-4.96%
-5.27%
-5.92%
-6.23%
-6.88%
-7.19%
-7.84%
-8.15%
-8.80%
-6.33%
-6.98%
-7.83%
-8.48%
-7.35
%
-7.12
%
-5.46
%
-3.75
%
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3
9
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2
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1
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4
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9
7
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5
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1
8
%
-4.21%
-3.79%
-2.91%
-2.13%
-2.67%
-3.48%
-3.96%
-4.77%
-5.25%
-6.07%
-6.54%
-7.36%
-8.60%
-7.58%
-7.19%
-6.38%
-5.99%
-5.18%
-4.79%
-3.98%
-3.59%
-2.78%
-1.46%
-2.06%
-3.35%
-5.55%
-8.88%
-8.96%
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1
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GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED BY THE
CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT
FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING ROUTING,
CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
SPECIFICATION SECTION 2010 FOR TOPSOIL.
8.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR TO DIG BASIN 2' DEEPER THAN SHOWN ON PLAN TO ACCOMMODATE FOR SEDIMENTATION AT BOTTOM
OF POND TO SATISFY GENERAL PERMIT #2 TEMPORARY SEDIMENT BASIN REQUIREMENTS.
10.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES.
11
T
H
S
T
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E
T
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
DAISY LANE (PRIVATE)8" W
8"
W
8" W
8"
S
T
8" ST
8" ST
8"
S
T
1
5
"
S
T
18" ST
24
"
S
T
2
4
"
S
T
24" ST
8" ST
8"
S
T
8
"
S
T
1033.201030.12
1030.14 TC
1029.89 G
103
1
.
4
4
10
3
1
.
9
3
T
C
10
3
1
.
6
8
G
10
3
1
.
4
6
T
C
103
1
.
2
1
G
1030.62 TC
1030.37 G
1033.13 1033.23
1033.82 TC
1033.57 G
103
2
.
2
5
103
2
.
4
7
10
3
2
.
9
5
T
C
10
3
2
.
7
0
G
10
3
2
.
6
7
10
3
2
.
8
9
10
3
3
.
3
8
T
C
10
3
3
.
1
3
G
1033.59 TC
1033.34 G
1032.83 TC
1032.58 G
1029.50
OVERFLOW
1034.06 TC
1033.81 G
1032.40 TC
1032.15 G
1031.93 TC
1031.68 G
1031.91
1030
1030
10
3
1
1032
10
3
3
DAVID
A
N
D
J
A
M
E
S
CROS
S
1085 L
O
C
U
S
T
S
T
(PUD
)
JENNA
A
N
N
K
N
U
D
T
S
O
N
1095 L
O
C
U
S
T
S
T
(PUD
)
JORG
E
Z
A
M
O
R
A
&
M
A
R
I
A
ZUNIG
A
1075 L
O
C
U
S
T
S
T
(PUD
)
WILSO
N
&
K
W
A
M
B
A
T
A
KABER
A
1055 L
O
C
U
S
T
S
T
(PUD
)
LINDA
&
C
A
R
L
Y
DUNK
E
L
B
E
R
G
E
R
1065 L
O
C
U
S
T
S
T
(PUD
)
YIQION
G
SHEN
1045 L
O
C
U
S
T
S
T
(PUD)
ROBIN
S
O
N
R
E
N
T
A
L
HOLDI
N
G
S
1035 L
O
C
U
S
T
S
T
(PUD
)
JENN
Y
&
C
R
O
S
B
Y
SPRIN
G
C
R
E
S
T
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
80
79
95
94
93
90
91
76
74
28 36 39 43
92
96
75
77
78
818385
87
89
464544424140383734353332313029
88
86
84 82
1030.25
OVERFLOW
1032.25
OVERFLOW
GFE=1032.30
MPE=1030.50
GFE=1031.50
MPE=1031.25
GFE=1031.50
MPE=1031.25
GFE=1032.20
MPE=1031.25 GFE=1033.50
MPE=1033.50
GFE=1034.25
MPE=1034.25
GFE=1034.85
MPE=1034.00
GFE=1033.35
MPE=1033.35
GFE=1033.35
MPE=1030.75
GFE=1033.70
MPE=1030.75
GFE=1033.65
MPE=1033.00
GFE=1032.45
MPE=1033.00
GFE=1033.00
MPE=1033.00
100YR=1030.16
100YR=1031.46
100YR=1028.73
100YR=1028.48
NP: 1023.81
100YR: 1029.00
1028.25
1028.50
1028.75
1029.50
1029.25
1029.20
-2
.
5
2
%
-2.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
1029.50
OVERFLOW
1017
10
2
5
10
2
2
10
2
3
10
2
4
10
2
6
10
2
7
10
2
0
10
1
7
10
1
8
10
1
9
10
2
1
1028
1029
1030
10
2
0
10
2
6
1030
103
1
10
3
1
10
3
2
1
0
3
3
10
3
4
1
0
3
3
1
0
3
2
10
3
1
10
3
0
1031
1
0
2
5
103
0
10
3
5
102
6
102
7
102
8
102
9
1031
1032
10
3
3
10
3
4
10
3
0
10
2
9
10
3
1
10
2
7
10
2
8
10
2
9
GFE=1034.80
MPE=1033.75
1
5
"
S
T
8"
S
T
15
"
S
T
1
5
"
S
T
1
5
"
S
T
1031.91
-2
.
3
4
%
-
2
.
0
0
%
ST
-
1
3
OV
E
R
F
L
O
W
ST
-
1
4
OV
E
R
F
L
O
W
-2
.
0
0
%
ST-19
OVERFLOW
S
T
-
2
2
O
V
E
R
F
L
O
W
S
T
-
2
3
O
V
E
R
F
L
O
W
S
T
-
2
4
O
V
E
R
F
L
O
W
1
0
3
1
.
7
5
-4.0:1
-4
.
0
:
1
-3
.
0
:
1
12' MAINTENANCE PATH
29.
8
'
31.
5
'
250.0'
1
0
3
3
1
0
2
9
1
0
3
0
1
0
3
2
1
0
2
9
1
0
3
0
1032
10
3
3
10
3
4
10
3
2
1
0
3
2
10
3
3
10
3
4
10
3
2
1
0
3
2
10
3
0
1
0
2
9
103
2
1
0
3
4
1
0
3
1
1
0
3
2
1
0
3
1
10
3
1
1031
14.
0
'
TEMPORARY GRADING EASEMENT
24
.
3
'
24
.
0
'
16.0'
22.8'
1030.68
1030.97
STORMWATER MANAGEMENT
EASEMENT
OVERLAND
FLOWAGE
EASEMENT
1
0
3
0
.
7
7
T
C
1
0
3
0
.
5
2
G
1
0
3
4
.
3
0
1
0
3
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Sheet
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FEET
0 30
GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED BY THE
CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT
FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND
IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING ROUTING,
CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
SPECIFICATION SECTION 2010 FOR TOPSOIL.
8.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR TO DIG BASIN 2' DEEPER THAN SHOWN ON PLAN TO ACCOMMODATE FOR SEDIMENTATION AT BOTTOM
OF POND TO SATISFY GENERAL PERMIT #2 TEMPORARY SEDIMENT BASIN REQUIREMENTS.
10.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES.
8"
W
1032.69
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1032.83 TC
1032.58 G
1033.55 TC
1033.30 G
1032.82
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1033.49 TC
1033.24 G
1033.51
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1033.34 TC
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DAISY LANE (PRIVATE)
8" W
1034.64 TC
1034.39 G
1034.29 TC
1034.04 G10
3
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.
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1034.03 1033.85 1033.68
1034.07
HP
1034.38 TC
1034.13 G
1034.78 TC
1034.53 G
HP
103
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1034.30
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1033.89
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1034.45
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5
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1034.35
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-1.58%
-1
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5
3
%
1034.39 1033.93
1034.37 TC
1034.12 G
1033.93 TC
1033.68 G
1033.85 TC
1033.60 G
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5
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103
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103
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4
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1
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1034.21
1034.11
1034.56 TC
1034.31 G
1034.06 TC
1033.81 G
1034.29
1034.64
1034.20
1034.13
1034.20 TC
1033.95 G
1033.81 TC
1033.56 G
1034.20
1033.88
1033.74
1033.84
1033.66
1033.76
1033.17 TC
1032.92 G
1033.24
1033.63 TC
1033.38 G
1033.15
1033.34 TC
1033.09 G
1033.61 TC
1033.36 G
1033.71 TC
1033.46 G
1033.73 TC
1033.48 G
1033.75 TC
1033.50 G
1033.75
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0
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2
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2
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0
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.
2
6
%
8 "W
1033.78 TC
1033.53 G
1033.13
1035.57 TC
1035.32 G
1034.85
1035.62
1034.90
1033.85
1033.76
1034.42 TC
1034.17 G
1034.50
1034.64
1034.66 TC
1034.41 G
1035.77
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C
1035.52
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1053
.
7
7
1035.15 TC
1034.90 G
1034.97 TC
1034.72 G
1035.05
-
2
.
0
0
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0
%
-1.
5
0
%
0.
0
0
%
1033.85
1033.78
1033.40 TC
1033.15 G1033.25 TC
1033.00 G
1
0
3
3
.
3
5
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0
0
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0.
9
1
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0.
0
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5
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27
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C406
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DETAIL G: PARKING & INTERSECTION DETAIL
1" = 10'
DETAIL H: PARKING DETAIL
1" = 10'
DETAIL I: INTERSECTION DETAIL
1" = 10'
DETAIL J: PARKING DETAIL
1" = 10'
ST-14A, SW-401
RIM: 1031.68
10
3
1
.
1
3
1031.18
103
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.
2
3
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8
10
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.
2
3
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3
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.
3
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0
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1030.95
1030.59
10
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.
6
4
10
3
0
.
6
4
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3
0
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8
3
1030.88
1
0
3
0
.
8
8
1
0
3
0
.
9
3
1
0
3
0
.
9
4
1031.01
-1.07%
-3
.
0
0
%
-3
.
0
0
%
-1
.
0
9
%
-1.00%
-1.07%
-1
.
0
2
%
-1.46%
-3
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0
0
%
-2
.
6
9
%
-1.00%
-0.97%
-1
.
0
3
%
-1
.
0
0
%
-1.50%
103
0
.
6
5
103
0
.
5
8
(1029.32)
(1029.48)
(1029.58)
(1029.70)
(1029.81)
(1029.92)
(1030.07)
1033.89
1033.79
1034.00
1034.05
1034.05
1034.13
1034.22
1034.14
1034.15
1034.05
1034.35
1034.40
1034.48
1034.40
1034.55
1034.63
1034.15
-1
.
7
4
%
-0.
8
4
%
-0.
4
6
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-1
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0
0
%
-3
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0
0
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-3
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7
7
%
-0.
8
2
%
-1
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6
1
%
-1
.
0
0
%
-0.
5
1
%
-2
.
5
9
%
-2
.
0
0
%
1033.89
-0.
9
8
%
-1.
0
5
%
(1033.33)
(1033.47)
(1033.25)
(1033.18)
(1033.05)
(1033.44)
(1033.14)
1034.20
-1.
5
0
%
1034.05
-1.70%
-1.4
5
%
-1.62
%
(1034.39)
(1034.36)
(1034.30)
1034.56
1034.48
1034.49
1034.34
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-1.50
%
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5
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1034.82
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-1.5
0
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1035.05
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8
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-1
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6
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-1
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(1034.34)
(1034.48)
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5
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(10
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1034.22
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DAISY LANE (PRIVATE)
24.0'24.0'24.0'24.0'24.0'
45
.
0
'
25.8'26.0'26.0'25.8'
45
.
0
'
10.0'
10
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8.
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'
10.0'
37.5'37.5'
50
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10.0'
10
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'
16.3'
20
.
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'
5.
0
'
25
.
0
'
5.
0
'
20
.
0
'
16.3'
16.3'
20
.
0
'
SYDNEY
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DETAIL K: INTERSECTION DETAIL (11TH ST AND DAISY LANE)
1" = 10'
DETAIL L: INTERSECTION DETAIL (TENTH ST & DAISY LANE)
1" = 10'
DETAIL M: RAMP DETAIL (TENTH ST AND MAPLE ST)
1" = 10'
DETAIL N: PARKING DETAIL
1" = 10'
TYPICAL BUILDING DETAIL
1" = 20'
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
16
7
0
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
15
7
5
S
F
16
10
T
H
S
T
R
E
E
T
PH
A
S
E
1
PH
A
S
E
2
16
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
MAPLE STREET (PUBLIC)
DAISY LANE (PRIVATE)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
KI
N
L
E
Y
D
R
I
V
E
(
P
R
I
V
A
T
E
)
DAISY LANE (PRIVATE)
D
A
I
S
Y
L
A
N
E
(
P
R
I
V
A
T
E
)
8"
W
8" W
8" W
8"
W
8"
W
8 "W
8" W
EXISTING STORMWATER
MANAGEMENT EASEMENT
(BK 2022 PG 22355)
20' TEMPORARY
CONSTRUCTION EASEMENT20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
35'X10' Temporary
Construction Easement
LOT 44
80
79
95
94
93
90
91
103
102
99
100
62
63
64
98
12356791011131415171821202223242526
76
74
72
70
68
66
812161927
28 36 39 43 49 52
58
65
10192
9796
69
67
7173
75
77
78
818385
87
89
56
57
60
59
61
55545351504748464544424140383734353332313029
88
86
84 82
LOT 5LOT 6
LOT 1LOT 2LOT 3
LOT 7LOT 8LOT 9LOT 10LOT 11
OUTLOT X
3- GT 3- AS2- MP
2- SR 2- MP
3- AM
2- AS
3- GB 2- AB
1- QB
2- GT
3- AB
3- GB
3- AS
3- GT
3- AB 3- GB
3- AS
2- QB
2- UC
2- QP
3- AB
3- PC3- AC
3- AM
2- SR
2- UC
2- QB
3- AB
3- MJ
2- QP
2- UC
6- PA
3- QB
2- AB
2- QP
3- UC
3- TA
3- PA
3- PC
3- GB
3- QP
3- TA3- UC
3- AM
2- MJ 3- GT
2- AC
2- SR
2- PC
2- CR 2- QB3- TA3- AS3- PA
3- QB
3- TA 2- MJ
2- SR
3- PG
3- PS
3- CR
3- MP
3- BN3- BN3- BN
3- AM3- CR
3- PC
2- AC
3- BN
2- PA
3- PG
2- PS
1- GT
3- QP
3- UC
2- PA
2- GT
2- GB
1- PS
1- TA
3- CR
3- PG
2- MJ
3- MP
3- AM
2- BN
3- PS
2- SR
1- QB
2- AC
2- PS
1- AS
2- MP
1- GT
2- AM
2- AC
2- AC
2- AC
2- AC
2- AC
2- AC
2- PS
2- PS
2- PS
2- PS
2- PS
2- PG
2- PG
2- PG
2- PG
2- PG
1- SR
2- SR
2- SR
2- SR
2- SR
2- SR
2- MP
2- MP
2- MP
2- MP
2- MP
2- AM
2- AM
2- AM
2- AM
2- AM
1- QB
1- QB
1- QB
1- QB
1- QB
1- QB
1- AS
1- AS
1- AS
1- AS
1- AS
1- GT
1- TA
1- GT
1- GT
1- GT
1- GT
MAPLE STREET (PUBLIC)
11
T
H
S
T
R
E
E
T
1- AS
1- AS
1- AS
1- AS
1- AS
2- PS
2- PS
2- PC
2- PC
2- PC
2- PG
2- PG
2- PG
2- PG
2- PG
2- AC
2- AC
2- AC
2- AC
1- GT
1- GT
1- GT
1- GT
1- GT
1- QB
1- QB
1- QB
1- QB
1- QB
2- MP
2- MP
2- MP
2- MP
2- MP
2- AM
2- AM
2- AM
2- AM
2- AM
2- SR
2- SR
2- SR
2- SR
1- PG
1- QP
1- SR
10 TYP 10 TYP10TYP
BY
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Sheet
27
2
7
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PLANTING PLAN CONSTRUCTION NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION AND/OR
RECORDS OBTAINED. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT
THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED.
2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH
OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND
SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO
THE CONTRACTOR'S CARELESSNESS SHALL BE
CORRECTED AT THE CONTRACTOR'S EXPENSE.
COORDINATE AND COOPERATE WITH UTILITY COMPANIES
DURING CONSTRUCTION.
3.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM
REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS
FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
4.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL
FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT
ACCEPTANCE.
5.PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH ON
ALL TREE PLANTINGS IN LAWN AREAS AND LAWN AREA
PLANTING BEDS UNLESS OTHERWISE DIRECTED BY
OWNER.
6.ALL PLANTING BEDS TO RECEIVE 4 INCH DEPTH VERTICAL
CUT EDGE, UNLESS OTHERWISE DIRECTED BY OWNER.
7.SOD ALL AREAS DISTURBED BY CONSTRUCTION.
8.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY
THE CITY OF WAUKEE DEVELOPMENT SERVICES
DEPARTMENT.
9.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET IN
HEIGHT, EVERGREEN TREES SHALL BE MINIMUM OF 6 FEET
IN HEIGHT, AND ORNAMENTAL TREES SHALL BE A MINIMUM
OF 6 FEET IN HEIGHT.
10. NO RIVER ROCK WILL BE ALLOWED IN THE PUBLIC
RIGHT-OF-WAY BETWEEN DRIVEWAYS; AREAS WILL NEED
TO BE SODDED.
BUFFER AND SCREENING REQUIREMENTS:
BUFFER SCREEN PROVIDED FOR R-4 TO EXISTING R-2 ON SOUTH BOUNDARIES. 25 FOOT
BUFFER REQUIRES, PER 50 LINEAR FEET= ONE
OVERSTORY TREE, TWO EVERGREEN TREES, AND TWO ORNAMENTAL TREES.
SOUTH BUFFER= 940 LF
940 / 50 = 19 PLANT UNITS
----19 P.U. x 1 OVERSTORY TREE = 19
19 OVERSTORY TREES REQUIRED, 19 OVERSTORY TREES PROVIDED
----19 P.U. x 2 EVERGREEN TREES = 38
38 EVERGREEN TREES REQUIRED, 38 EVERGREEN TREES PROVIDED
----19 P.U. x 2 ORNAMENTAL TREES = 38
38 ORNAMENTAL TREES REQUIRED, 38 ORNAMENTAL TREES PROVIDED
EAST BUFFER= 707 LF
707 / 50 = 14.14 PLANT UNITS
---14.14 P.U. x 1 OVERSTORY TREE = 14.14
14.14 OVERSTORY TREES REQUIRED, 15 PROVIDED
---14.14 P.U. x 2 EVERGREEN TREES = 28.28
28.28 EVERGREEN TREES REQUIRED, 29 PROVIDED
---14.14 P.U. x 2 ORNAMENTAL TREES = 28.28
28.28 ORNAMENTAL TREES REQUIRED, 29 ORNAMENTAL TREES PROVIDED
PLANTING REQUIREMENTS:
ZONED R-4 = 2 TREES PER DWELLING UNIT
116 TOTAL DWELLING UNITS X 2 = 232 TREES
REQUIRED (232 TREES PROVIDED)
----147 OVERSTORY TREES PROVIDED
----25 EVERGREEN TREES PROVIDED
----60 ORNAMENTAL TREES PROVIDED
PLANTING PLAN REQUIREMENTS
(LANDSCAPE CALCULATIONS BASED ON CITY OF
WAUKEE ZONING CODE REQUIREMENTS, PER
CHAPTER 161).
MINIMUM OF 20% OPEN SPACE REQUIRED
TOTAL AREA 600,337 SF
MIN OPEN SPACE REQUIRED 120,068 SF (20.0%)
OPEN SPACE PROVIDED 290,135 SF (48.3%)
OPEN SPACE PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME INSTALL SIZE COMMENTS
CANOPY TREES
14 AB Acer rubrum 'Brandywine'BRANDYWINE MAPLE 8' HT.B&B
14 AS Acer rubrum 'Sun Valley'SUN VALLEY RED MAPLE 8' HT.B&B
14 BN Betula nigra RIVER BIRCH 8' HT.B&B
14 GB Ginkgo biloba 'Autumn Gold'AUTUMN GOLD GINKGO 8' HT.B&B MALE ONLY
14 GT Gleditsia triacanthos f. inermis 'Shademaster'SHADEMASTER HONEYLOCUST 8' HT.B&B
16 PA Platanus acerifolia 'Morton Circle'EXCLAMATION LONDON PLANETREE 8' HT.B&B
13 QB Quercus bicolor SWAMP WHITE OAK 8' HT.B&B
13 QP Quercus macrocarpa 'JFS-KW3' PP22815 URBAN PINNACLE OAK 8' HT.B&B
14 TA Tilia americana 'Bailyard'FRONTYARD LINDEN 8' HT.B&B
15 UC Ulmus carpinifolia x parvifolia 'Frontier'FRONTIER ELM 8' HT.B&B
EVERGREEN TREES
7 AC Abies concolor WHITE FIR 6' HT.B&B
8 PG Picea glauca 'Densata'BLACK HILLS WHITE SPRUCE 6' HT.B&B
9 PS Pinus strobus EASTERN WHITE PINE 6' HT.B&B
ORNAMENTAL TREES
15 AM Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' HT.B&B, MULTI-STEM
11 CR Crataegus crus-galli var. inermis THORNLESS COCKSPUR HAWTHORN 6' HT.B&B
9 MJ Malus 'Jarmin'MARILEE CRABAPPLE 6' HT.B&B
12 MP Malus x 'Prairifire'PRAIRIFIRE CRABAPPLE 6' HT.B&B
11 PC Pyrus calleryana CHANTICLEER PEAR 6' HT.B&B
9 SR Syringa reticulata 'Ivory Silk'IVORY SILK JAPANESE TREE LILAC 6' HT.B&B
SOUTH BUFFER PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME INSTALL SIZE COMMENTS
CANOPY TREES
6 AS Acer rubrum 'Sun Valley'SUN VALLEY RED MAPLE 8' HT.B&B, 1.5" CAL.
6 GT Gleditsia triacanthos f. inermis 'Shademaster'SHADEMASTER HONEYLOCUST 8' HT.B&B, 1.5" CAL.
7 QB Quercus bicolor SWAMP WHITE OAK 8' HT.B&B, 1.5" CAL.
EVERGREEN TREES
14 AC Abies concolor WHITE FIR 6' HT.B&B
12 PG Picea glauca 'Densata'BLACK HILLS WHITE SPRUCE 6' HT.B&B
12 PS Pinus strobus EASTERN WHITE PINE 6' HT.B&B
ORNAMENTAL TREES
12 AM Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' HT.B&B, MULTI-STEM
12 MP Malus x 'Prairifire'PRAIRIFIRE CRABAPPLE 6' HT.B&B
14 SR Syringa reticulata 'Ivory Silk'IVORY SILK JAPANESE TREE LILAC 6' HT.B&B
EAST BUFFER PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME INSTALL SIZE COMMENTS
CANOPY TREES
5 AS Acer rubrum 'Sun Valley'SUN VALLEY RED MAPLE 8' HT.B&B
5 GT Gleditsia triacanthos f. inermis 'Shademaster'SHADEMASTER HONEYLOCUST 8' HT.B&B
5 QB Quercus bicolor SWAMP WHITE OAK 8' HT.B&B
EVERGREEN TREES
8 AC Abies concolor WHITE FIR 6' HT.B&B
10 PG Picea glauca 'Densata'BLACK HILLS WHITE SPRUCE 6' HT.B&B
10 PS Pinus strobus EASTERN WHITE PINE 6' HT.B&B
ORNAMENTAL TREES
10 AM Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' HT.B&B, MULTI-STEM
10 MP Malus x 'Prairifire'PRAIRIFIRE CRABAPPLE 6' HT.B&B
8 SR Syringa reticulata 'Ivory Silk'IVORY SILK JAPANESE TREE LILAC 6' HT.B&B
1
C501
DECIDUOUS TREE MULTI-TRUNK PLANTNG DETAIL
NO SCALE
BACKFILL WITH NATIVE SOIL,
UNLESS SPECIFIED OTHERWISE
SET ROOT COLLAR AND ROOT FLARE 2
INCHES ABOVE FINISH GRADE. DO NOT PLACE
MULCH WITHIN 2 INCHES OF TRUNK. CONFIRM
LOCATION OR ROOT COLLAR PRIOR TO
PLANTING. SEE NOTES ON LANDSCAPE PLAN.
SHREDDED HARDWOOD MULCH @ 3" MAX.
DEPTH. TAPER DEPTH IN AREAS AS
SHOWN.
MINIMUM 3X ROOT BALL OF TREE
OR 4' DIAMETER, WHICHEVER IS GREATER
DEPTH OF ROOT BALL
OR CONTAINER
ROOT SYSTEM
3-INCH HEIGHT WATER
RETENTION BERM
BEYOND EDGE OF ROOT BALL
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDE
THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL
TWINE. FOR BALLED AND BURLAP (B&B) PLANTS,
REMOVE AT A MINIMUM, THE TOP HALF OF BURLAP AND
WIRE BASKET.
SPADE-CUT EDGE
@ 3-INCH DEPTH
ALONG
CIRCUMFERENCE
OF TREE PIT
PLACE ROOTBALL ON
UNDISTURBED SOIL
FINISH GRADE
WRAP TRUNKS FROM
GROUND-LINE TO FIRST
BRANCH
2
C501
DECIDUOUS TREE SINGLE-TRUNK PLANTNG DETAIL
NO SCALE
GROMMET
STRAP
STEEL POSTS
FLAGGING
MATERIAL
6"
N
1/2 TO 2/3
TREE HEIGHT
(4'-0" MIN.)
1/4 TO 1/3
TREE HEIGHT
(2'-0" MIN.)
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
N
BACKFILL WITH NATIVE SOIL,
UNLESS SPECIFIED OTHERWISE
SET ROOT COLLAR AND ROOT FLARE 2
INCHES ABOVE FINISH GRADE. DO NOT PLACE
MULCH WITHIN 2 INCHES OF TRUNK. CONFIRM
LOCATION OR ROOT COLLAR PRIOR TO
PLANTING. SEE NOTES ON LANDSCAPE PLAN.
SHREDDED HARDWOOD MULCH @ 3" MAX.
DEPTH. TAPER DEPTH IN AREAS AS
SHOWN.
MINIMUM 3X ROOT BALL OF TREE
OR 4' DIAMETER, WHICHEVER IS GREATER
DEPTH OF ROOT BALL
OR CONTAINER
ROOT SYSTEM
3-INCH HEIGHT WATER
RETENTION BERM
BEYOND EDGE OF ROOT BALL
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, CONTAINERS OR OTHER
MATERIAL THAT WILL IMPEDE THE
GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND
BURLAP (B&B) PLANTS, REMOVE AT A
MINIMUM, THE TOP HALF OF BURLAP AND
WIRE BASKET.
SPADE-CUT EDGE
@ 3-INCH DEPTH
ALONG
CIRCUMFERENCE
OF TREE PIT
WRAP
TRUNK FROM
GROUND-LINE
TO FIRST
BRANCH
PLACE ROOTBALL ON
UNDISTURBED SOIL
FINISH GRADE
2-STAKE PLAN
*USE IF LESS THAN
4" CALIPER SIZE
3-STAKE PLAN
*USE IF GREATER THAN
4" CALIPER SIZE
3
C501
CONIFEROUS TREE PLANTNG DETAIL
NO SCALE
STEEL POSTS
FLAGGING
MATERIAL
6"
N
1/2 TO 2/3
TREE HEIGHT
(4'-0" MIN.)
1/4 TO 1/3
TREE HEIGHT
(3'-0" MIN.)
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
N
BACKFILL WITH NATIVE SOIL,
UNLESS SPECIFIED OTHERWISE
SET ROOT COLLAR AND ROOT FLARE 2
INCHES ABOVE FINISH GRADE. DO NOT PLACE
MULCH WITHIN 2 INCHES OF TRUNK. CONFIRM
LOCATION OR ROOT COLLAR PRIOR TO
PLANTING. SEE NOTES ON LANDSCAPE PLAN.
SHREDDED HARDWOOD MULCH @ 3" MAX.
DEPTH. TAPER DEPTH IN AREAS AS
SHOWN.
DIAMETER TO MATCH HEIGHT OF TREE AT INSTALL
OR 6' MINIMUM, WHICHEVER IS GREATER
DEPTH OF ROOT BALL
OR CONTAINER
ROOT SYSTEM
3-INCH HEIGHT WATER
RETENTION BERM
BEYOND EDGE OF ROOT BALL
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, CONTAINERS OR OTHER
MATERIAL THAT WILL IMPEDE THE
GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND
BURLAP (B&B) PLANTS, REMOVE AT A
MINIMUM, THE TOP HALF OF BURLAP AND
WIRE BASKET.
SPADE-CUT EDGE
@ 3-INCH DEPTH
ALONG
CIRCUMFERENCE
OF TREE PIT
PLACE ROOTBALL ON
UNDISTURBED SOIL
FINISH GRADE
2-STAKE PLAN
*USE IF LESS THAN
8' HEIGHT
3-STAKE PLAN
*USE IF GREATER THAN
8' HEIGHT
4
C501
TYPICAL PLANTING PIT FOR SLOPES (>/= 4:1)
NO SCALE
TOP AND CENTER OF ROOT BALL SHALL
INTERSECT THE PLANE OF ORIGINAL
SLOPE
SHREDDED HARDWOOD MULCH @ 3" MAX.
DEPTH. TAPER DEPTH IN AREAS AS
SHOWN.
FINISH GRADE
BACKFILL WITH NATIVE SOIL, UNLESS
SPECIFIED OTHERWISE
SCARIFY SIDES OF PIT
PLACE ROOT BALL ON UNDISTURBED SOIL
MINIMUM 3X ROOT BALL
TREE OR
SHRUB
3-INCH HEIGHT WATER RETENTION BERM
BEYOND EDGE OF ROOT BALL
DEPTH OF ROOT COLLAR
AND FLARE TO BOTTOM OF ROOTBALL
CONTAINER ROOT SYSTEM
SPADE-CUT EDGE @ 3-INCH DEPTH
PLANE OF ORIGINAL SLOPE
FINISH GRADE
SEE PLANTING PIT DETAIL
ENGINEERING FABRIC
IMPERVIOUS SOIL
SEPTIC GRAVEL
1 PERVIOUS SOIL
(IF PRESENT)
1 IF PERVIOUS SOIL IS ENCOUNTERED
AT A DEPTH LESS THAN 6-FEET, THE
DRAINAGE WELL MAY BE TERMINATED
WHERE THE WELL EXTENDS A MINIMUM
OF 12-INCHES INTO THE PERVIOUS
SOIL LAYER.
5
C501
TREE DRAINAGE WELL DETAIL
NO SCALE
NOTE:
TREE DRAINAGE WELL ONLY REQUIRED IF IMPERVIOUS
SOILS ARE FOUND DURING INSTALLATION AS PER
SPECIFICATIONS AND AS APPROVED BY ENGINEER.
Spring Crest TH Rendering Submittal:
Color Schemes: We only have multiple color schemes using these siding colors below
Unit Color Layout:
Unit Plan Layout:
Public Facing Sydney’s (20% Stone):
Front:
Back:
Sides:
Private Facing Syndey (Sides and Back):
Back:
Side:
Public Facing Pattison (20% Stone):
Front:
Back:
Sides:
Private Facing Pattison (Back and Side):
Back:
Side:
Public Facing Jack Twin (20% stone):
Front:
Back:
Side:
Private Facing Jack Twin (Side and Back):
Back:
Side: