HomeMy WebLinkAbout2022-11-07 J10A-D Williams Pointe Commercial Plat 1_Preliminary Plat, Final Plat, CDs, Site PlanAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 7, 2022
AGENDA ITEM:Consideration of approval of resolutions approving a preliminary plat, final
plat, site plan and construction drawings for Williams Pointe Commercial Plat
1 / Gerber Collision & Glass
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat,
final plat, site plan and sanitary sewer construction drawings for a 2.18-acre
development for an automotive collision and repair development located north
of University Avenue and east of SE Alice’s Road
The project involves the construction of an automotive collision and repair
center that will be approximately 14,220-square feet and one-story. The site
will be accessed from the shared drive off SE Alice’s Road south of the
existing gas station.
The elevations of the buildings will be constructed of Brick, Concrete Block,
EIFS and Windows. A trash enclosure will be located near the southeast
corner of the site and a monument sign is proposed near the northwest edge of
the site.
The final plat includes two lots; Lot 1 and Outlot X. Lot 1 is 2.18-acres in area
and will include the automotive repair center. Outlot X will be developed at a
later date and will be platted at that time.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on September 13, 2022 and
recommended approval:
Approval of a Preliminary Plat for Williams Pointe Commercial Plat 1
Approval of a Final Plat for Williams Pointe Commercial Plat 1
Approval of a Site Plan for Gerber Collision & Glass (950 SE Brick Drive)
City Planner, Bill Mettee, introduced the request for approval of a preliminary plat, final plat,
and site plan for a automotive repair and body shop as submitted by the applicant, Gerber Collision &
Glass. The property is generally located east of SE Alice’s Road and north of SE University Avenue,
containing approximately 2.18 acres.
Mr. Mettee advised that the project involves the construction of a single story building
approximately 14,221 square feet in area. A trash enclosure is located at the southeast corner of the
property and a monument sign is proposed at the northwest corner of the site. Access to the site will be
from SE Alice’s Road using the shared private road with KwikTrip to the north. The private road will
be extended east to access Gerber Collision and also extend south for future access for development
that will occur within Outlot “X”. Public utilities will serve the site, and stormwater management is
J10A-D
accommodated for by a detention basin located on the west end of the property. All parking,
landscaping, open space, and elevation requirements have been met at this time.
Staff would recommend approval of the preliminary plat, final plat, and site plan for Williams
Pointe Commercial Plat 1/ Gerber Collision subject to remaining staff comments and review of the
legal documents.
Commissioner Hoifeldt questioned why the building had a SE Brick address but no access on
to SE Brick Drive. Community Development Director, Andy Kass, advised that eventually
access to SE Brick Drive will be provided, but that the addressing was reviewed by emergency
services for accuracy. Mr. Kass also advised that it is not uncommon for this area, as some
other buildings face SE University Avenue, but do not front or have direct access off of SE
University Avenue.
Commissioner Streit Moved to approve a Preliminary Plat for Williams Pointe Commercial Plat 1.
The motion was seconded by Commissioner Tessau. Ayes: Koelker, Hoifeldt, Streit, and Broderick.
Recused: Tessau. Nays: none. Motion Carried.
Commissioner Streit Moved to approve a Preliminary Plat for Williams Pointe Commercial Plat 1.
The motion was seconded by Commissioner Hoifeldt. Ayes: Koelker, Hoifeldt, Streit, and Broderick.
Recused: Tessau. Nays: none. Motion Carried.
Commissioner Streit Moved to approve a Site Plan for Gerber Collision & Glass (950 SE Brick
Drive). The motion was seconded by Commissioner Koelker. Ayes: Koelker, Hoifeldt, Streit, and
Broderick. Recused: Tessau. Nays: none. Motion Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, final plat,
site plan and sanitary sewer construction drawings subject to remaining staff
comments and review of the legal documents.
RECOMMENDATION: Approve the resolutions.
ATTACHMENTS: I. Proposed Resolutions
II. Staff Report
III. Site Plan
IV Preliminary Plat
V. Final Plat
VI. Construction Drawings
VII. Building Elevations
PREPARED BY:Bill Mettee, Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE PRELIMINARY PLAT FOR WILLIAMS POINTE COMMERCIAL
PLAT 1
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Williams Pointe Commercial Plat 1 on September 13, 2022;
AND,
WHEREAS, the Preliminary Plat for Williams Pointe Commercial Plat 1 is in general
conformance 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 the 7th day of November, 2022 that the Preliminary Plat for Williams Pointe Commercial
Plat 1 be approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE FINAL PLAT FOR WILLIAMS POINTE COMMERCIAL PLAT 1
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, Coralville AAP, LLC, has requested final plat approval of Williams Pointe Commercial
Plat 1 (the “Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat
on September 13, 2022, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for Williams Pointe Commercial Plat 1 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
7th day of November, 2022, that the Final Plat for Williams Pointe Commercial Plat 1 be and the same
is hereby accepted and approved by the City Council of the City of Waukee.
BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements
and documents to be filed with the Plat:
1.Gas Main Easement;
2.Public Ingress – Egress Easement;
3.Public Landscape Buffer Easement;
4.Public Overland Flowage Easement;
5.Private Storm Sewer and Surface Water Flowage Easement;
6.Public Utility Easement; and
7.Public Sanitary Sewer Easement
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE SITE PLAN FOR GERBER COLLISION & GLASS
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 Gerber Collision & Glass, subject to remaining staff comments on September
13, 2022; AND,
WHEREAS, the Site Plan for Gerber Collision & Glass is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Gerber Collision & Glass 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 7th day of November, 2022 that the Site Plan for Gerber Collision & Glass is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE CONSTRUCTION DRAWINGS FOR
WILLIAMS POINTE COMMERCIAL PLAT 1
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, construction drawings have been submitted to the City for Williams Pointe
Commercial Plat 1; AND,
WHEREAS, the construction drawings have been reviewed by the City Engineer and City staff,
and are found to be in general conformance with section §177 – Subdivision Regulations –
Design Standards of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 7th day of November, 2022 that the Construction Drawings for Williams Pointe Commercial
Plat 1 be approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Williams Pointe Commercial Plat 1 –
Preliminary Plat and Final Plat / Gerber
Collision – Site Plan
PREPARED BY: Bill Mettee – Planner
REPORT DATE: September 9, 2022
MEETING DATE: September 13, 2022
GENERAL INFORMATION
Owner / Applicant: Owner – Coralville AAP, LLC / Applicant – Gerber
Collision & Glass
Project Manager: Trent Smith, PE, McClure Engineering / Amanda
Johnson, Anderson Engineering
Request: The applicant is requesting approval of a
preliminary plat, final plat and site plan for an
automotive repair and body shop.
Location and Size: Property is located east of SE Alice’s Road and
north of SE University Avenue, containing
approximately 2.18 acres.
Property Address: 950 SE Brick Drive
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
September 9, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Community Commercial C-1 (Community and
Highway Service Commercial
District)
North Apartments at Autumn
Ridge
High-Density Residential R-3 / PD-1 (Multi-Family
Residential / Planned
Development Overlay District)
South Vacant – Undeveloped Community Commercial C-1 (Community and
Highway Service Commercial
District)
East Williams Pointe
Condominiums
High-Density Residential R-3 / PD-1 (Multi-Family
Residential / Planned
Development Overlay District)
West Vacant - Undeveloped Community Commercial C-1 (Community and
Highway Service Commercial
District)
PROJECT DESCRIPTION
The project involves the construction of a building that is proposed to be approximately 14,221 square feet in
area. A trash enclosure is shown in the southeast corner of the property and a monument sign is proposed
near the northwest corner of the site.
ACCESS AND PARKING
Access to this site will be from SE Alice’s Road using the shared private road with Kwik Trip to the north. The
private road will be extended east to access Gerber Collision and also extended south for future access for
development that will occur within Outlot “X.” An access easement is proposed to allow access to and from
adjacent sites.
A total of 44 parking spaces are required for this site and they are providing a total of 49 parking spaces
including two handicap accessible spaces.
SIDEWALKS/TRAILS
A five-foot wide sidewalk will be installed along SE Brick Drive the length of the proposed plat.
UTILITIES
All utilities exist in the immediate vicinity to this site and will be extended as needed to service the building.
Storm water detention will be provided with the detention basin located on the west end of the property.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 41%. The applicant has provided the required number of plantings per the landscaping ordinance,
including landscape buffers along the north and east property lines.
September 9, 2022
3 of 3
ELEVATIONS
The elevations of the building are proposed to be constructed primarily of brick and stone, concrete blocks
and EIFS with several overhead doors and storefront glazing. The trash enclosure is proposed to be
constructed of brick similar in style and color to the primary structure.
MISCELLANEOUS
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
Staff recommends approval of the preliminary plat, final plat and site plan for Williams Pointe Commercial Plat
1 / Gerber Collision subject to remaining staff comments and review of the legal documents
SE UNIVERSITY AVE.
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01PP-01
COVER LETTER
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A
M
MCCLURE ENGINEERING
1360 NW 121ST STREET
CLIVE, IOWA 50325
(515) 964-1229
TSMITH@MECRESULTS.COM
ATTN: TRENT SMITH
WARRANTY DEED FILED IN BOOK 2017 PAGE 15323 AND BOOK 2017
PAGE 15321:
PARCEL "AA" OF THE SURVEY OF PART LOT 2 WILLIAMS POINTE
PLAT 7, AN OFFICIAL PLAT LOCATED IN WAUKEE, DALLAS COUNTY,
IOWA AS RECORDED IN BOOK 2014, PAGE 11668, EXCEPT LAND
DEEDED TO THE CITY OF WAUKEE AS RECORDED IN BOOK 2017,
PAGE 4500. SUBJECT TO EASEMENTS, RESTRICTIONS AND
COVENANTS OF RECORD.
AND
LOT 2 IN WILLIAMS POINTE PLAT 9, AN OFFICAL PLAT, WAUKEE,
DALLAS COUNTY, IOWA, EXCEPT WILLIAMS POINTE PLAT 5 AND
EXCEPT LAND DEEDED TO THE CITY OF WAUKEE AS RECORDED IN
BOOK 2017, PAGE 4495. SUBJECT TO EASEMENTS, RESTRICTIONS
AND COVENANTS OF RECORD.
TOTAL ACRES: 9.03 AC
ALL CONSTRUCTION SHALL BE COMPLETED IN
ACCORDANCE WITH THE 2022 IOWA STATEWIDE
URBAN DESIGN STANDARD AND SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS AND THE 2020 WAUKEE
STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
FRONT BUILDING SETBACK - 30 FEET
REAR BUILDING SETBACK - 30 FEET
SIDE BUILDING SETBACK - NO MINIMUM, EXCEPT WHEN ADJACENT TO
ANY R DISTRICT, THE MINIMUM SIDE YARD SETBACK SHALL BE 30 FEET.
MAXIMUM HEIGHT - NO MINIMUM EXCEPT WHEN ADJACENT TO AN R-1,
R-2 OR R-4 DISTRICT, THE MAXIMUM SHALL BE 2 STORIES OR 40 FEET
1 STORY OR 14 FEET FOR ACCESSORY BUILDING
VICINITY MAP
GAS - WAUKEE PUBLIC WORKS DEPARTMENT
ELECTRIC - MID-AMERICAN ENERGY CO.
WATER - CITY OF WAUKEE PUBLIC WORKS DEPARTMENT
SEWER - CITY OF WAUKEE PUBLIC WORKS DEPARTMENT
DSDH.WAUKEE, LLC
9251 WILLOW LANE
FREMONT, WI 54940
920.428.9028
DAVE@HERBECKDEVELOPMENT.COM
ATTN: DAVE HERBECK
NORTH
1000
GRAPHIC SCALE
200
NORTH
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
PRELIMINARY PLAT
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
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WILLIAMS POINTE COMMERCIAL PLAT 1
PRELIMINARY PLAT
WAUKEE, IA
04
Sheet List Table
Sheet Number Sheet Title Sheet Description
01 PP-01 COVER LETTER
02 PP-02 EXISTING CONDITIONS
03 PP-03 GENERAL LAYOUT
04 PP-04 EROSION & SEDIMENT CONTROL PLAN
LOT 1
2.18 AC
OUTLOT X
6.85 AC
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SUBMITTAL DATE DESCRIPTION
1 5/10/2022 CITY SUBMITTAL #1
2 5/26/2022 CITY SUBMITTAL #2
3 6/21/2022 CITY SUBMITTAL #3
4 8/2/2022 CITY SUBMITTAL #4
5 9/6/2022 CITY SUBMITTAL #5
6 9/29/2022 CITY SUBMITTAL #6
7 10/17/2022 CITY SUBMITTAL #7
8 10/26/2022 CITY SUBMITTAL #8
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.
TRENT LUNDY SMITH, PE NO. 26452 DATE:
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022
PAGES OR SHEETS COVERED BY THIS SEAL:
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S89°46'47"E 364.16'(M)
S89°41'07"E 364.16'(R)
L=153.73'(M&R)
R=500.00'( M&R)
∆=17°36'58"(M&R)
CHD=S80°58'18"E(M)
CHD=S80°52'38"E(R)
CHD L=153.12'(M&R)
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L=393.47'(M)
L=393.47'(R)
R=1285.00'(M&R)
∆=17°32'39"(M)
∆=17°32'39"(R)
CHD=S9°03'18"W(M)
CHD L=391.94'(M)
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N89°56'22"W 555.79'(M)
N89°50'37"W 555.79'(R)
L=66.50'(M) 66.51'(R)
R=350.00'(M&R)
∆=10°53'13"(M&R)
CHD=N84°29'46"W(M)
CHD=N84°24'01"W(R)
CHD L=66.40'(M) 66.41'(R)
L=61.29'(M&R)
R=350.00'(M&R)
∆=10°02'00"(M)
∆=10°02'01"(R)
CHD=N84°04'10"W(M)
CHD L=61.21'(M)
STOP
MANHOLE: 1054.05
15" RCP FL OUT N: 1047.85
15" RCP FL IN S: 1047.85
MANHOLE: 1055.02
15" RCP FL OUT N: 1049.27
15" RCP FL IN E: 1049.34
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
MANHOLE=1046.22
30" RCP FL OUT SSW=1041.28
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
MANHOLE: 1052.22
PIPE NOT VISIBLE
BOTTOM OF WELL=10421.08
8" PVC FL OUT W: 1040.43
MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
FES 24 FL = 1043.41
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
MANHOLE=1046.99
30" RCP FL IN NNE=1041.26
30" RCP FL OUT S=1041.24 MANHOLE: 1055.58
TOP 4" PIPE W: 1050.62
TOP 4" PIPE E: 1050.58
BOTTOM OF WELL: 1050.12
MANHOLE: 1055.38
BOTTOM OF WELL: 1051.73
TWIN 4" PIPES, CAPPED
MANHOLE: 1047.33
BOTTOM OF WELL: 1044.23
TWIN 4" PIPES, CAPPED
12" FES
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
70.00
ROW
31.00
B-B
25.00
B-B
130.16
ROW
PARCEL ID: 1235302005
PARCEL ID: 1235351006
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
97.79
B-B
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
20.00' OVERLAND FLOWAGE EASEMENT,
BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2004, PAGE 16164
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
20.00' RIGHT OF WAY
BOOK 2017 PAGE 3887
BOOK 2017 PAGE 4499
BOOK 2017 PAGE 4500
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
Des Moines, Iowa
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
PRELIMINARY PLAT
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
0402PP-02
EXISTING CONDITIONS
N:
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25 500
GRAPHIC SCALE
100
NORTH
10.0000' PUE
BOOK 2004 PAGE 16159
(TO BE VACATED)
10.00' PUE
BOOK 2004 PAGE 16172
(TO BE VACATED)
10.00' PUE
BOOK 2006
PAGE 5709
SE
A
L
I
C
E
'
S
R
D
.
SE
B
R
I
C
K
D
R
.
SW-301
SW-301
EXISTING-SW-301
94,861 SF
2.18 AC
LOT 1
298,241 SF
6.85 AC
OUTLOT X
S89°46'47"E
285.34'
S89°46'47"E
78.82'
L=153.73'
R=500.00'
∆=17°36'58"
CHD=S80°58'18"E
CHD L=153.12'
S72°
0
9
'
4
9
"
E
238.8
6
'
L=222.77'
R=1285.00'
∆=9°55'58"
CHD=S12°51'39"W
CHD L=222.49'
L=170.70'
R=1285.00'
∆=7°36'41"
CHD=S4°05'19"W
CHD L=170.58'
S00°16'59"W
94.60'
N89°56'22"W
555.79'
L=66.50'
R=350.00'
∆=10°53'13"
CHD=N84°29'46"W
CHD L=66.40'
L=61.29'
R=350.00'
∆=10°02'00"
CHD=N84°04'10"W
CHD L=61.21'
N0
0
°
1
3
'
0
8
"
E
56
6
.
9
7
'
N71°
3
3
'
2
2
"
W
429.9
9
'
N0
0
°
0
0
'
0
0
"
E
17
8
.
3
6
'
STOP
MANHOLE: 1054.05
15" RCP FL OUT N: 1047.85
15" RCP FL IN S: 1047.85
MANHOLE: 1055.02
15" RCP FL OUT N: 1049.27
15" RCP FL IN E: 1049.34
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
MANHOLE=1046.22
30" RCP FL OUT SSW=1041.28
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
MANHOLE: 1052.22
PIPE NOT VISIBLE
BOTTOM OF WELL=10421.08
8" PVC FL OUT W: 1040.43
MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
FES 24 FL = 1043.41
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
MANHOLE=1046.99
30" RCP FL IN NNE=1041.26
30" RCP FL OUT S=1041.24 MANHOLE: 1055.58
TOP 4" PIPE W: 1050.62
TOP 4" PIPE E: 1050.58
BOTTOM OF WELL: 1050.12
MANHOLE: 1055.38
BOTTOM OF WELL: 1051.73
TWIN 4" PIPES, CAPPED
MANHOLE: 1047.33
BOTTOM OF WELL: 1044.23
TWIN 4" PIPES, CAPPED
12" FES
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
70.00
ROW
31.00
B-B
25.00
B-B
130.16
ROW
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
97.79
B-B
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
20.00' OVERLAND FLOWAGE EASEMENT,
BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2004, PAGE 16164
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
20.00' RIGHT OF WAY
BOOK 2017 PAGE 3887
BOOK 2017 PAGE 4499
BOOK 2017 PAGE 4500
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
Des Moines, Iowa
1045104210431044 1046 1047104
8
FES-1, FES
PIPE STA = 100+48.63
INV. OUT (W) = 1040.65 P-1
P-1
46.13 LF
15" RCP @ 2.06%
-3
1
.
9
1
%
-3
0
.
6
1
%
-2.04%
SSMH-104, SW-301
RIM = 1049.15
INV. OUT (S) = 1040.63 P-104
SSMH-103, SW-301
RIM = 1048.48
INV. IN (N) = 1039.73 P-104
INV. OUT (S) = 1039.48 P-103
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
PRELIMINARY PLAT
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
0403PP-03
GENERAL LAYOUT
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25 500
GRAPHIC SCALE
100
NORTH
30.00' PRIVATE
SANITARY EASEMENT
30' LA
N
D
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C
A
P
E
B
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F
F
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R
SETB
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K
30
'
F
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T
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30
'
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E
A
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S
E
T
B
A
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K
10.00' PUE
BOOK 2006
PAGE 5709
10.00' PUE
10.00' P.U.E
10.00' P.U.E
PRIVATE SANITARY SEWER
10.00' GAS EASEMENT
40.00' STORM SEWER
AND SURFACE WATER
FLOWAGE EASEMENT
CONTRACTOR TO FIELD VERIFY
LOCATION AND ELEVATION OF
SANITARY SEWER STUB
26.00' ACCESS EASEMENT
26' PRIVATE DRIVE TO BE
EXTENDED WITH FUTURE
DEVELOPMENT
NOTE: PROPOSED PIPE AND STORMWATER FLOWAGE EASEMENT
MAY BE ABANDONED TO ACCOMMODATE FUTURE DEVELOPMENT
IN THIS SUBDIVISION. COST OF ABANDONMENT SHALL BE
INCURRED BY FUTURE TENANT AND RELOCATED STORM SEWER
SHALL BE PROVIDED TO CONVEY LOT 1'S ALLOWABLE DISCHARGE
TIE TO EXISTING SW-505
PROPOSED FL = 1039.70
SE
A
L
I
C
E
'
S
R
D
.
SE
B
R
I
C
K
D
R
.
SW-301
SW-301
EXISTING-SW-301
94,861 SF
2.18 AC
LOT 1
298,241 SF
6.85 AC
OUTLOT X
S89°46'47"E
285.34'
S89°46'47"E
78.82'
L=153.73'
R=500.00'
∆=17°36'58"
CHD=S80°58'18"E
CHD L=153.12'
S72°
0
9
'
4
9
"
E
238.8
6
'
L=222.77'
R=1285.00'
∆=9°55'58"
CHD=S12°51'39"W
CHD L=222.49'
L=170.70'
R=1285.00'
∆=7°36'41"
CHD=S4°05'19"W
CHD L=170.58'
S00°16'59"W
94.60'
N89°56'22"W
555.79'
L=66.50'
R=350.00'
∆=10°53'13"
CHD=N84°29'46"W
CHD L=66.40'
L=61.29'
R=350.00'
∆=10°02'00"
CHD=N84°04'10"W
CHD L=61.21'
N0
0
°
1
3
'
0
8
"
E
56
6
.
9
7
'
N71°
3
3
'
2
2
"
W
429.9
9
'
N0
0
°
0
0
'
0
0
"
E
17
8
.
3
6
'
STOP
MANHOLE: 1054.05
15" RCP FL OUT N: 1047.85
15" RCP FL IN S: 1047.85
MANHOLE: 1055.02
15" RCP FL OUT N: 1049.27
15" RCP FL IN E: 1049.34
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
MANHOLE=1046.22
30" RCP FL OUT SSW=1041.28
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
MANHOLE: 1052.22
PIPE NOT VISIBLE
BOTTOM OF WELL=10421.08
8" PVC FL OUT W: 1040.43
MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
FES 24 FL = 1043.41
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
MANHOLE=1046.99
30" RCP FL IN NNE=1041.26
30" RCP FL OUT S=1041.24 MANHOLE: 1055.58
TOP 4" PIPE W: 1050.62
TOP 4" PIPE E: 1050.58
BOTTOM OF WELL: 1050.12
MANHOLE: 1055.38
BOTTOM OF WELL: 1051.73
TWIN 4" PIPES, CAPPED
MANHOLE: 1047.33
BOTTOM OF WELL: 1044.23
TWIN 4" PIPES, CAPPED
12" FES
70.00
ROW
31.00
B-B
25.00
B-B
130.16
ROW
97.79
B-B
SSMH-104, SW-301
RIM = 1049.15
INV. OUT (S) = 1040.63 P-104
SSMH-103, SW-301
RIM = 1048.48
INV. IN (N) = 1039.73 P-104
INV. OUT (S) = 1039.48 P-103
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
PRELIMINARY PLAT
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
0404PP-04
CONTROL PLAN
EROSION & SEDIMENT
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GRAPHIC SCALE
100
NORTH
30' LA
N
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R
EASE
M
E
N
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30
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EA
S
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M
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N
T
DUMPSTER
LINED OR ROLL
OFF WASH OUT
STAGING AREA /
EQUIPMENT STORAGE
PORTABLE RESTROOM
W PR
ROCK CONSTRUCTION
ENTRANCE 24' x 60 '
SILT FENCE
(TYP)
ITEM QUANTITY UNIT
SILT FENCE 1550 LINEAR FEET
BELOW GRADE INTAKE
PROTECTION (POST PAVING)5 EACH
ROCK CONSTRUCTION
ENTRANCE 1 EACH
STAGING AREA 1 EACH
DUMPSTER 1 EACH
PORTABLE RESTROOM 1 EACH
WASH OUT 1 EACH
DISTURBED AREA 1.95 ACRE
TOP SOIL
STOCKPILE
LOCATION
APPROXIMATE LIMITS
OF DISTRURBANCE
DISCHARGE POINT #2 -
TO SUGAR CREEK
TRIBUTARIES
DISCHARGE POINT #1 -
TO SUGAR CREEK
TRIBUTARIES
N0
0
°
1
3
'
0
8
"
E
5
6
6
.
9
7
'
(
M
)
N0
0
°
2
1
'
1
9
"
E
5
6
6
.
9
9
'
(
R
)
S89°46'47"E 364.16'(M)
S89°41'07"E 364.16'(R)
L=153.73'(M&R)
R=500.00'( M&R)
∆=17°36'58"(M&R)
CHD=S80°58'18"E(M)
CHD=S80°52'38"E(R)
CHD L=153.12'(M&R)
S72°
0
9
'
4
9
"
E
2
3
8
.
8
6
'
(
M
)
S72°
0
4
'
0
9
"
E
2
3
8
.
8
3
'
(
R
)
L=393.47'(M)
L=393.47'(R)
R=1285.00'(M&R)
∆=17°32'39"(M)
∆=17°32'39"(R)
CHD=S9°03'18"W(M)
CHD L=391.94'(M)
S0
0
°
1
6
'
5
9
"
W
9
4
.
6
0
'
(
M
)
S0
0
°
2
2
'
4
4
"
W
9
4
.
4
5
'
(
R
)
N89°56'22"W 555.79'(M)
N89°50'37"W 555.79'(R)
L=66.50'(M) 66.51'(R)
R=350.00'(M&R)
∆=10°53'13"(M&R)
CHD=N84°29'46"W(M)
CHD=N84°24'01"W(R)
CHD L=66.40'(M) 66.41'(R)
L=61.29'(M) 61.28'(R)
R=350.00'(M&R)
∆=10°02'00"(M)
∆=10°01'55"(R)
CHD=N84°04'10"W(M)
CHD=N83°58'21"W(R)
CHD L=61.21'(M) 61.20'(R)
LOT 1
2.18 AC
OUTLOT X
6.85 AC
N0
0
°
0
0
'
0
0
"
E
1
7
8
.
3
6
'
S89°46'47"E
78.82'
L=222.77'
R=1285.00'
∆=9°55'58"
CHD=S12°51'39"W
CHD L=222.49'
N71°
3
3
'
2
2
"
W
4
2
9
.
9
9
'
L=170.70'
R=1285.00'
∆=7°36'41"
CHD=S04°05'19"W
CHD L=170.58'
S89°46'47"E 285.34'
133.98'
N00°00'00"E 25.00'
N77°39'33"E 65.38'
N0
0
°
0
0
'
3
6
"
E
3
8
4
.
2
6
'
N90°00'00"E 285.81'
N89°46'47"W 243.03'
N44°53'23"W 41.60'
N0
0
°
0
0
'
0
0
"
E
1
4
4
.
4
7
'
S00°00'00"E 6.08'
S90°00'00"W 26.00'
S71°33'22"E 13.70'
N89°56'22"W 545.00'
N79°18'
2
6
"
W
8
9
.
3
5
'
S00°13'08"W
10.17'
S79°18'2
6
"
E
8
8
.
4
3
'
S89°56'22"E 545.89'
N00°16'59"E 10.00'
N89°56'22"W 10.00'
25
.
0
0
'
N89°44'03"W 10.04'
L=62.09'
R=1285.00'
∆=2°46'07"
CHD=S6°30'36"W
CHD L=62.09'
S71°33'22"E 10.17'
L=65.29'
R=1295.00'
∆=2°53'19"
CHD=N6°31'57"E
CHD L=65.28'
421.81'
N00°13'08"E 15.00'
S0
0
°
0
0
'
0
0
"
E
1
7
8
.
3
6
'
S00°00'00"E 40.00'
N90°00'00"W 285.96'
N00°13'08"E 40.00'
N89°44'03"W 676.78'N00°13'08"E 10.00'
S89°44'03"E 677.60'
L=10.03'
R=1295.00'
∆=0°26'38"
CHD=S4°51'58"W
CHD L=10.03'
S89°44'03"E 668.53'
L=10.04'
R=1285.00'
∆=0°26'52"
CHD=S5°20'58"W
CHD L=10.04'
N89°44'03"W 667.63'N00°13'08"E 10.00'
PATRICK SHELQUIST
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023
I HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED
AND THE RELATED WORK WAS PERFORMED BY ME OR UNDER MY DIRECT
PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR
UNDER THE LAWS OF THE STATE OF IOWA.
DATE SURVEYED:
PAGES OR SHEETS COVERED BY THIS SEAL:
DATE
DSDS WAUKEE, LLC
(F/K/A CORALVILLE AAP, LLC)
9251 WILLOW LANE
FREMONT, WI 54940
ATTN: DAVE HERBECK
PHONE # 920-428-9028
DAVE@HERBECKDEVELOPMENT.COM
C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
WARRANTY DEED FILED IN BOOK 2018 PAGE 15732:
PARCEL "AA" OF THE SURVEY OF PART OF LOT 2 WILLIAMS POINTE PLAT 7, AN OFFICIAL PLAT
LOCATED IN WAUKEE, DALLAS COUNTY, IOWA AS RECORDED IN BOOK 2014, PAGE 11668, EXCEPT
LAND DEEDED TO THE CITY OF WAUKEE AS RECORDED IN BOOK 2017, PAGE 4500. SUBJECT TO
EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD.
AND
LOT 2 IN WILLIAMS POINTE PLAT 9, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA, EXCEPT
WILLIAMS POINTE PLAT 15 AND EXCEPT LAND DEEDED TO THE CITY OF WAUKEE AS RECORDED IN
BOOK 2017, PAGE 4495. SUBJECT TO EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD.
TOTAL ACRES: 9.03 AC
MCCLURE
1360 NW 121ST STREET
CLIVE, IA 50325
(515) 964-1229
TSMITH@MCCLUREVISION.COM
ATTN: TRENT SMITH
DR
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PL
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:
PL
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:
DRAWING NO.
CREW CHIEF
ENGINEER
SHEET NO.
SURVEYOR
DRAWN BY REVISIONS
/01
NORTH making lives better.
(IN FEET)
WILLIAMS POINTE COMMERCIAL
PLAT 1
WAUKEE, IOWA
DALLAS COUNTY
20218038-010
DATE: 5-13-2022
7/1/2022
8/22/2022
.
.
.
TS ML
PS KB
FP-01 01
4020100
335 SE Oralabor Road
Ankeny, Iowa 50021
515-512-1361
1 inch = 40 ft.
PART: PARCEL 'AA' OF LOT 2, WILLIAMS POINTE PLAT 7
CITY: WAUKEE
PROPRIETOR: CORALVILLE, AAP, LLC
REQUESTED BY: CORALVILLE, AAP, LLC
SURVEYOR: PATRICK SHELQUIST
COMPANY: McCLURE ENGINEERING
RETURN TO: PATRICK SHELQUIST
335 SE ORALABOR ROAD
ANKENY, IOWA 50021 / 515-512-1361
COUNTY: DALLAS
SURVEY BOUNDARY
PROPOSED LOT
EXIST PROPERTY LINE
SECTION LINE
SETBACK LINE
PROPOSED EASEMENT
EXIST EASEMENT
FND
BK, PG
(M), (R)
R.O.W.
P.U.E.
P.O.B.
P.O.C.
FOUND
BOOK AND PAGE
MEASURED, RECORDED
RIGHT-OF-WAY
PUBLIC UTILITY EASEMENT
POINT OF BEGINNING
POINT OF COMMENCEMENT
MONUMENTS FOUND:
SECTION CORNER
(TYPE AS NOTED)
1/2" REBAR W/YPC #16747
(UNLESS NOTED OTHERWISE)
SECTION CORNER
1/2" REBAR W/YPC #24477
1/2" REBAR W/YPC #24477
MONUMENTS SET:
CUT X
PART: PT OF LOT 2, WILLIAMS POINTE PLAT 9
1048
1047
1046
45
1045
1046
DR
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SE
B
R
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C
K
D
R
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DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C0
CIVIL TITLE
SHEET
SHEET INDEX
DESCRIPTION
CIVIL TITLE SHEET
SITE LAYOUT & DIMENSION PLAN
SUFFIX
C0
C1
SITE DETAILS
SITE GRADING AND STORM SEWER PLAN
C1.1
GRADING PLAN AND STRUCTURE DETAILS
C2
C2.2
C3
C3.1
EROSION & SEDIMENT CONTROL PLAN
C4SITE UTILITY PLAN
EROSION & SEDIMENT CONTROL DETAILS
C5LANDSCAPE PLAN
MECHANICAL :
PETER BALMES, DIRECTOR OF MARKET & RE DEVELOPMENT
630-532-3397
ARCHITECT :
CIVIL ENGINEER :
STRUCTURAL ENGINEER :
ELECTRICAL ENGINEER :
PLUMBING :
CLIENT/OWNER :
GERBER COLLISION & GLASS
c/o THE BOYD GROUP
400 W GRAND AVENUE
ELMHURST, IL 60126
PROJECT TEAM
CURRENT USE
ZONING CLASS
PROPOSED USE
PROJECT
ADDRESS
DESCRIPTION
PROJECT DATA
GERBER COLLISION & GLASS
950 SE BRICK DRIVE
WAUKEE, IA
NEW, FREESTANDING, SINGLE-STORY, SINGLE-OCCUPANT,
STEEL FRAMED REPAIR GARAGE FUNCTIONAL AREAS OF THIS
FACILITY INCLUDES BUSINESS USE AREAS AND A SERVICE
GARAGE WITH ACCESSORY USE STORAGE AND UTILITY
SPACES. BUILDING IS APPROXIMATELY 14,221 SF.
VACANT LOT
C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
AUTOMOBILE REPAIR STATION
NORM HERMAN
45 SPYGLASS DRIVE
LITTLETON, COLORADO 80123
MOBILE: 303 881 8925
normherman@arcodev.com
C6STORMWATER MAINTENANCE PLAN
OVERALL SITE PLAN
SCALE: 1" = 30'
1
C0
C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
FRONT BUILDING SETBACK - 30 FEET
REAR BUILDING SETBACK - 30 FEET
SIDE BUILDING SETBACK - NO MINIMUM, EXCEPT WHEN ADJACENT TO
ANY R DISTRICT, THE MINIMUM SIDE YARD SETBACK SHALL BE 30 FEET.
MAXIMUM HEIGHT - NO MINIMUM EXCEPT WHEN ADJACENT TO AN R-1,
R-2 OR R-4 DISTRICT, THE MAXIMUM SHALL BE 2 STORIES OR 40 FEET
GERBER COLLISION & GLASS
CIVIL SITE PLANS
WAUKEE, IA1. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL
HORIZONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERING A
DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTACT ONE CALL:
1-800-292-8989.
2. THE CONTRACTOR MUST COORDINATE CONSTRUCTION WITH THE NECESSARY AUTHORITIES.
3. APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY
CONSTRUCTION.
4. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS WITHOUT PONDING ON PARKING LOTS OR SIDEWALKS.
ALL IMPROVED RUNOFF TO DRAIN TO DRAINWAYS.
5. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE.
6. THE REMOVAL OF ANY TREES SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO REMOVAL.
7. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
8. TESTING OF CONTROLLED STRUCTURAL FILL, OBSERVATION OF EXCAVATIONS AND COMPACTION OF SUBGRADE
SHALL BE DONE BY A QUALIFIED GEOTECHNICAL ENGINEER. FOLLOW GEOTECHNICAL ENGINEER
RECOMMENDATIONS FOR SITE EXCAVATION REQUIREMENTS.
10. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS.
11. GRADING AT HANDICAP ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. GRADING AT
HANDICAP ACCESSIBLE ROUTE SHALL NOT EXCEED 5% IN DIRECTION OF TRAVEL WITH 2% MAXIMUM CROSS
SLOPE. GRADING AT BUILDING EGRESS DOORS SHALL NOT EXCEED 2% FOR A DISTANCE OF 5'-0" PERPENDICULAR
FROM FACE OF DOOR.
12. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
GENERAL NOTES:
CONTRACTOR SHALL FIELD VERIFY PROPOSED
GRADES MATCH EXISTING PAVEMENT AT
DRIVEWAY ENTRANCES, SIDEWALK CONNECTIONS,
AND ALL CONNECTION POINTS PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER IF DISCREPANCY OCCURS.
CONTRACTOR SHALL REPAIR AND/OR
REPLACE ANY DAMAGED AREAS OF
PAVEMENT DUE TO CONSTRUCTION
ACTIVITIES.
CONTRACTOR SHALL PICK UP DEBRIS
SPILLED ONTO THE STREET AT THE END OF
EACH WORKDAY AND PRIOR TO A RAIN
EVENT.
ALL PROPOSED SIGNAGE IS REVIEWED
UNDER A SEPARATE REVIEW.
1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF
THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS.
2. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE
CONSTRUCTION SITE.
SAFETY NOTES:
06/27/2022
2 CITY COMMENTS 07/25/2022
SPECIAL NOTE:
ALL WORK DONE ON THE PROJECT SHALL BE IN
CONFORMANCE WITH 2020 WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND
2022 SUDAS.
LEGAL DESCRIPTION ALL OF LOT 1 OF THE WILLIAMS COMMERCIAL PLAT 1 SUBDIVISION.
CONTAINING 2.18 ACRES MORE OR LESS.
STORM SEWER STRUCTURE DETAILS C2.1
3 CITY COMMENTS 08/09/2022
C6.1ADS MAINTENANCE PLAN
C7ADS BED 1 STORMTECH DETAILS 1
4 CITY COMMENTS 08/23/2022
C7.1ADS BED 1 STORMTECH DETAILS 2
C8ADS BED 2 STORMTECH DETAILS 1
C8.1ADS BED 2 STORMTECH DETAILS 2
8 CITY COMMENTS 10/24/2022
8
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:20:53-05'00'
DR
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SITE LAYOUT AND DIMENSION PLAN
SCALE: 1" = 30'
1
C1
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C1
SITE LAYOUT
AND DIMENSION
PLAN
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ITEMS THAT IMPEDE THE PROPER
PLACEMENT OF ANY ITEMS PROPOSED BY THIS PLAN SET.
2. THE REMOVAL WORK SHALL INCLUDE BUT NOT BE LIMITED TO: OBTAINING ALL DEMOLITION PERMITS REQUIRED, REMOVAL OF THE
EXISTING TREES, SEALING OF EXISTING WATER WELLS, REMOVAL OF ANY SEPTIC SYSTEM OR DRY WELLS AND OTHER ITEMS TO
COMPLETE THE REMOVALS.
3. THE CONTRACTOR SHALL REMOVE ALL MATERIALS DEEMED UNSUITABLE BY THE ENGINEER WITHIN EIGHT INCHES OF THE PROPOSED
BUILDING FOOTPRINT TO THE DEPTH THAT SUCH UNSUITABLE MATERIALS EXIST. VOIDS SHALL BE FILLED IN ACCORDANCE WITH
RECOMMENDATIONS FROM A CERTIFIED GEOTECHNICAL ENGINEER.
4. TREE REMOVAL SHALL INCLUDE THE COMPLETE REMOVAL OF TREES AS NOTED ON THE PLAN, INCLUDING ALL STUMPS AND ROOTS. IF
ADDITIONAL TREES ARE DEEMED NECESSARY TO BE REMOVED BY THE CONTRACTOR, CONTRACTOR MUST OBTAIN WRITTEN
PERMISSION FROM THE ENGINEER PRIOR TO REMOVAL OF SAID TREES. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION
TO THE ENGINEER A MINIMUM OF 10 DAYS PRIOR TO REMOVAL.
5. THE CONTRACTOR SHALL COORDINATE DISCONNECTION, REMOVAL, AND RELOCATION OF ANY EXISTING UTILITIES WITH THE
APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES THAT ARE LEVIED BY UTILITY
COMPANIES IN CONJUNCTION WITH DEMOLITION AND REMOVAL OF EXISTING UTILITIES.
6. DISPOSAL OF ALL MATERIALS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ALL WASTE MATERIAL SHALL BE
DISPOSED OF OFF-SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL MATERIALS FROM THE SITE ALONG WITH ALL
ASSOCIATED PERMITS AND REGULATORY REQUIREMENTS.
7. IF NECESSARY, THE CONTRACTOR SHALL BE FAMILIAR WITH THE APPROPRIATE SPECIFICATIONS FOR WELL ABANDONMENT,
MATERIALS, PROCEDURES AND ACCESS TO EQUIPMENT REQUIRED TO PROPERLY SEAL WELLS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO OBTAIN, COMPLETE AND FILE THE APPROPRIATE FORMS THROUGH THE LOCAL JURISDICTION AND/OR THE IOWA
DEPARTMENT OF NATURAL RESOURCES.
8. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITY SERVICES TO ADJACENT LOTS. INTERRUPTION OF SERVICES TO ADJACENT
LOTS SHALL NOT OCCUR WITHOUT PROPER APPROVAL. 48 HOURS NOTICE SHALL BE GIVEN TO THE PROPERTY OWNERS PRIOR TO
THE CONNECTION OF THE NEW SERVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH THE
CONNECTION OF TEMPORARY UTILITY SERVICES, IF REQUIRED, TO FACILITATE CONSTRUCTION STAGING.
9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. TO BE CLEAR AND FREE OF ANY
CONSTRUCTION ACTIVITY AND/OR EXCAVATED AND HAULED MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR
TRAFFIC TO AND FROM ADJACENT SITES.
10.THE CONTRACTOR SHALL PERFORM A FULL-DEPTH SAW-CUT ALONG THE PERIMETER OF PAVEMENT AND SIDEWALK REMOVAL THAT
ABUTS EXISTING PAVEMENT AND SIDEWALK THAT IS TO REMAIN.
11.ANY DAMAGE SUSTAINED BY ITEMS THAT ARE TO REMAIN IN PLACE SHALL BE REPAIRED OR REPLACED TO THE OWNER'S
SATISFACTION AT NO COST TO THE OWNER.
DEMOLITION NOTES:
FIELD VERIFY SANITARY SEWER AND STORM
SEWER CONNECTION INVERT PRIOR TO
ESTABLISHING FINAL FINISH FLOOR
ELEVATION. REFER TO SITE UTILITIES PLAN.
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION
TO LOCATE ALL EXISTING UTILITES AND VERIFY ANY
POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS
PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT
ENGINEER WITH ANY CONFLICTS.
CONTRACTOR SHALL FIELD VERIFY PROPOSED
GRADES MATCH EXISTING PAVEMENT AT
DRIVEWAY ENTRANCES, SIDEWALK CONNECTIONS,
AND ALL CONNECTION POINTS PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER IF DISCREPANCY OCCURS.
PARKING CALCULATION
AUTOMOBILE REPAIR
STATIONS:
3 SPACES PER SERVICE BAY; 1 SPACE PER
SERVICE VEHICLE; 2.5 SPACES PER 1,000
SQUARE FEET OF NON-SERVICE AREA
REQUIRED HANDICAP PARKING
0 VEHICLES
PROVIDED HANDICAP PARKING
TOTAL SERVICE BAYS 13 BAYS
STANDARD DUTY CONCRETE
PAVEMENT LEGEND
TOTAL SERVICE VEHICLES
REQUIRED PARKING
39 SPACES
0 SPACES
TOTAL REQUIRED PARKING 44 SPACES
2 SPACES
2 SPACES
KEY NOTES:
1
2
3
4
5
6
7
8
9
10
11
NEW CURB AND GUTTER PER DETAIL 1/C1.1.
STRIPING TO BE 4" HI-VIS WHITE PER CITY OF WAUKEE
STANDARDS AND SPECS.
INSTALL ADA ACCESSIBLE SYMBOL PER DETAIL 2/C1.1.
MATCH NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT.
INSTALL ADA POLE MOUNTED SIGNAGE PER DETAIL 3/C1.1.
NEW SIDEWALK REFER TO DETAIL 4/C1.1. TURNDOWN SIDEWALK
ADJACENT TO PAVEMENT REFER TO DETAIL 5/C1.1.
NEW STANDARD DUTY CONCRETE PAVEMENT PER DETAIL 6/C1.1.
TRASH ENCLOSURE WITH HEAVY DUTY CONCRETE PAVEMENT.
REFER TO DETAIL 8/C1.1 AND ARCHITECTURAL PLANS.
HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS
SHOWN. 4" STRIPES @ 24" O.C. AT 45 DEGREES. PAINT COLOR TO
BE PER THE AUTHORITY HAVING JURISDICTION.
LIMITS OF SAWCUT.
BICYCLE PARKING.
REFER TO DETAIL 7/C1.1.
3' CURB CUT.
FIRE LANE STRIPING SHOWN FOR REFERENCE. STRIPE AS SHOWN
ONLY IF REQUIRED BY THE CITY OF WAUKEE. REFER TO STRIPING
NOTES IF REQUIRED.
MONUMENT SIGN. REFER TO ARCHITECTURAL DRAWINGS.
INSTALL GATE WITH KNOX PADLOCK. GATE TO BE A MINIMUM OF 20'
WIDE FOR FIRE ACCESS.
INSTALL FENCETRAC PANEL PRIVACY FENCE SYSTEM MAX HEIGHT:
6' ABOVE GRADE.
NOT USED.
INSTALL ELECTRIC CHARGING STATION. REFER TO MEP PLANS.
12
2,185 SFSF OF NON-SERVICE AREA 6 SPACES
TOTAL PROVIDED PARKING 49 SPACES
REQUIRED HANDICAP PARKING
CONTRACTOR SHALL REPAIR AND/OR
REPLACE ANY DAMAGED AREAS OF
PAVEMENT DUE TO CONSTRUCTION
ACTIVITIES.
HEAVY DUTY CONCRETE
C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT
FRONT BUILDING SETBACK - 30 FEET
REAR BUILDING SETBACK - 30 FEET
SIDE BUILDING SETBACK - NO MINIMUM, EXCEPT WHEN ADJACENT TO
ANY R DISTRICT, THE MINIMUM SIDE YARD SETBACK SHALL BE 30 FEET.
MAXIMUM HEIGHT - NO MINIMUM EXCEPT WHEN ADJACENT TO AN R-1,
R-2 OR R-4 DISTRICT, THE MAXIMUM SHALL BE 2 STORIES OR 40 FEET
1 STORY OR 14 FEET FOR ACCESSORY BUILDING
13
FIRE LANE STRIPING:
CONTRACTOR SHALL PICK UP DEBRIS
SPILLED ONTO THE STREET AT THE END OF
EACH WORKDAY AND PRIOR TO A RAIN
EVENT.
14
ALL PROPOSED SIGNAGE IS REVIEWED
UNDER A SEPARATE REVIEW.
15
16
1. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL
HORIZONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERING A
DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTACT ONE CALL:
1-800-292-8989.
2. THE CONTRACTOR MUST COORDINATE CONSTRUCTION WITH THE NECESSARY AUTHORITIES.
3. APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY
CONSTRUCTION.
4. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS WITHOUT PONDING ON PARKING LOTS OR SIDEWALKS.
ALL IMPROVED RUNOFF TO DRAIN TO DRAINWAYS.
5. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE.
6. THE REMOVAL OF ANY TREES SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO REMOVAL.
7. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
8. TESTING OF CONTROLLED STRUCTURAL FILL, OBSERVATION OF EXCAVATIONS AND COMPACTION OF SUBGRADE
SHALL BE DONE BY A QUALIFIED GEOTECHNICAL ENGINEER. FOLLOW GEOTECHNICAL ENGINEER
RECOMMENDATIONS FOR SITE EXCAVATION REQUIREMENTS.
10. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS.
11. GRADING AT HANDICAP ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. GRADING AT
HANDICAP ACCESSIBLE ROUTE SHALL NOT EXCEED 5% IN DIRECTION OF TRAVEL WITH 2% MAXIMUM CROSS
SLOPE. GRADING AT BUILDING EGRESS DOORS SHALL NOT EXCEED 2% FOR A DISTANCE OF 5'-0" PERPENDICULAR
FROM FACE OF DOOR.
12. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
GENERAL NOTES:
1 CITY COMMENTS 06/27/2022
17
18
2 CITY COMMENTS 07/25/2022
3 CITY COMMENTS 08/09/2022
4 CITY COMMENTS 08/23/2022
5 CITY COMMENTS 09/06/2022
6 CITY COMMENTS 09/15/2022
8 CITY COMMENTS 10/24/2022
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:21:08-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C1.1
SITE DETAILS
STANDARD DUTY CONCRETE
COMPACTED SUBGRADE
4" BASE ROCK (TYPE 1)
PROVIDE CONTROL JOINTS AT
10' O.C. (25% SLAB THICKNESS)
6" CONCRETE PAVING
(STANDARD DUTY)
8" CONCRETE PAVING
(HEAVY DUTY)HEAVY DUTY:
PROVIDE 8" CONCRETE PAVING
SECTION FOR TRASH PAD AREA.
STANDARD DUTY CONCRETE PAVEMENT
SCALE: NOT TO SCALE
6
C1.1
GENERAL NOTES:
1. SUBGRADE MUST BE STABLE AND HARD UNDER PROOF ROLLING WITH A FULLY LOADED TANDEM AXLE DUMP
TRUCK PRIOR TO INSTALLING BASE ROCK.
2. SOILS MUST BE PLACED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D698 WITH MAXIMUM LOOSE LIFT OF 8".
3. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER OF BASE ROCK MATERIAL SHALL NOT EXCEED 6
INCHES WITH EACH LIFT COMPACTED TO 100% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698
(STANDARD PROCTOR).
4. CONCRETE PAVEMENTS SHOULD MEET THE REQUIREMENTS OF THE 2020 WAUKEE STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS AND 2022 SUDAS.
5. CARE MUST BE TAKEN TO DEVELOP POSITIVE DRAINAGE ACROSS AND FROM AROUND THE PAVEMENT EDGES.
WATER ALLOWED TO POND ON OR ADJACENT TO PAVEMENTS WOULD INCREASE THE POTENTIAL FOR MOISTURE
INTRUSION INTO THE SUBGRADE SOILS AND COULD RESULT IN PREMATURE PAVEMENT FAILURE.
6. A MAINTENANCE PROGRAM THAT INCLUDES SURFACE SEALING, JOINT CLEANING AND SEALING AND TIMELY
REPAIR OF CRACKS AND DETERIORATED AREAS WILL HELP PRESERVE THE PAVEMENT LIFE.
7. 28 DAY COMPRESSIVE STRENGTH TO BE 4000 PSI.
8. THE BASE ROCK SHOULD MEET THE REQUIREMENTS OF THE 2020 WAUKEE STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS AND 2022 SUDAS.
TURNDOWN SIDEWALK DETAIL
SCALE: NOT TO SCALE
5
C1.1
20"
20
"
12"
SI
D
E
W
A
L
K
12
'
-
0
"
T
O
5"
10"
5"
5"
1. SYMBOL TO BE PAINTED (HIGHWAY GRADE)
YELLOW PER ACCESSIBILITY STANDARDS.
5"
18"
6"
5"
1'-0"
6'
-
0
"
ACCESSIBLE
PARKING
SIGNAGE:
"ACCESSIBLE PARKING" EQUAL TO
"BEST" No. SS53. AT RIGHT HAND
DISCHARGE LOCATION PROVIDE
"VAN ACCESSIBLE" SIGNAGE EQUAL
TO "BEST" No. SS57. ATTACH EA.
SIGN TO BOLLARDS W/ GALV.
MOUNTING BOLTS. SIGN MUST
MEET CITY OF WAUKEE CODE
SECTION 355.100.
1-1/2" DIAMETER GALVANIZED POLE
SET INSIDE CONCRETE FOOTING.
$50 TO $300 FINE
PROVIDE CONTROL JOINTS AT
10' O.C. (25% SLAB THICKNESS)
SCALE: NOT TO SCALE
3
C1.1
HANDICAP PARKING SIGNAGE
POLE MOUNTED
2'
-
0
"
0'
-
6
"
0'-8"
CONCRETE FOOTING.
SCALE: NOT TO SCALE
1
C1.1
CURB AND GUTTER SECTION
SCALE: NOT TO SCALE
2
C1.1
H.C. PARKING SYMBOL
SCALE: NOT TO SCALE
7
C1.1
BICYCLE PARKING DETAIL
24"
72
"
PARKING PAD
24"
INVERTED U
BIKE RACK
30
"
24"
4" THICK CONCRETE SIDEWALK
4" TYPE 1 AGGREGATE
EXTEND 6" PAST EDGE OF SIDEWALK
COMPACTED SUB GRADE
NOTE:
1. ALL SIDEWALKS ARE TO BE BUILT
PER CITY OF WAUKEE STANDARDS.
2. CONTROL JOINTS AT 5'-0"' O.C.
2% MAX. CROSS-SLOPE
SCALE: NOT TO SCALE
4
C1.1
SIDEWALK CROSS SECTION
STANDARD DUTY CONCRETE
COMPACTED SUBGRADE
4" BASE ROCK (TYPE 1)
PROVIDE CONTROL JOINTS AT
10' O.C. (25% SLAB THICKNESS)
8" CONCRETE PAVING
(HEAVY DUTY)
HEAVY DUTY CONCRETE PAVEMENT
SCALE: NOT TO SCALE
8
C1.1
GENERAL NOTES:
1. SUBGRADE MUST BE STABLE AND HARD UNDER PROOF ROLLING WITH A FULLY LOADED TANDEM AXLE DUMP
TRUCK PRIOR TO INSTALLING BASE ROCK.
2. SOILS MUST BE PLACED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D698 WITH MAXIMUM LOOSE LIFT OF 8".
3. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER OF BASE ROCK MATERIAL SHALL NOT EXCEED 6
INCHES WITH EACH LIFT COMPACTED TO 100% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698
(STANDARD PROCTOR).
4. CONCRETE PAVEMENTS SHOULD MEET THE REQUIREMENTS OF THE 2020 WAUKEE STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS AND 2022 SUDAS.
5. CARE MUST BE TAKEN TO DEVELOP POSITIVE DRAINAGE ACROSS AND FROM AROUND THE PAVEMENT EDGES.
WATER ALLOWED TO POND ON OR ADJACENT TO PAVEMENTS WOULD INCREASE THE POTENTIAL FOR MOISTURE
INTRUSION INTO THE SUBGRADE SOILS AND COULD RESULT IN PREMATURE PAVEMENT FAILURE.
6. A MAINTENANCE PROGRAM THAT INCLUDES SURFACE SEALING, JOINT CLEANING AND SEALING AND TIMELY
REPAIR OF CRACKS AND DETERIORATED AREAS WILL HELP PRESERVE THE PAVEMENT LIFE.
7. 28 DAY COMPRESSIVE STRENGTH TO BE 4000 PSI.
8. THE BASE ROCK SHOULD MEET THE REQUIREMENTS OF THE 2020 WAUKEE STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS AND 2022 SUDAS.
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
3
3 CITY COMMENTS 08/09/2022
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.08.09 14:58:42-05'00'
1048
1047
1046
1045
1045
1046
1047
1048
K
D
R
I
V
E
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
4.0%
2.
5
%
2.2
%
2.0
%
2.0
%
3.5
%
2.2%
2.2%
2.0%
2.0%
2.0%
2.0%
1.0%
1.
0
%
1.0%
1.4%
2.5
%
2.8%
3.5%
1.0%
GRADE BREAK
2.0%
1.0%
1
.
0
%
2
.
4
%
1.0
%
1.5%
2.5%
3
.
2
%
SE
B
R
I
C
K
D
R
I
V
E
GRADE B
R
E
A
K
10
5
5
1054
1054
1051
10
4
9
1
0
5
5
105
4
1054
1055
1055
10
5
5
10
5
5
1055
10
5
4
10
5
4
10
5
4
1055
1054
10521051
1057
1055
1055
1055
105
0
1049
105
0
1
0
5
2
1
0
5
1
1
0
5
3
1052
1053
1056
1053
1055
1055
10
4
6
10
4
5
10
4
4
10
4
3
10
4
2
10
4
1
10
4
0
1040104110421043104410451046
10
5
1
10
5
2
10
5
3
10
5
4
1051
10
5
4
10
5
1
10
4
9
10
5
3
10
4
6
3:1
3:
1
3:1
3:1
4:1
4:1
4.2%
1.5
%
0.0
%
0.0
%
10
4
7
51051050505
5005050
1.0
%
0%
1.0
%
0%
1.0%
1.0
%
1.0%
1.0
%
1.0
%
0%
1.0
%
0%
0%
1.5
%
4.0%
1052
10
5
0
1050
10
5
0
10
5
0
1
0
5
0
5.0%
1.0
%
5
.
0
%
2.5
%
1.1%
1.
0
%
1.
0
%
1.0%
0.
0
%
1.0
%
1.1%
1.0
%
1.
0
%
0.0%
1.0%
0.0
%
1.
0
%
SITE GRADING PLAN
SCALE: 1" = 30'
1
C2
TOTAL PROPERTY AREA = 2.0 ACRES
TOTAL DISTURBED AREA = 2.2 ACRES > 1.0 ACRES,
THEREFORE A LAND DISTURBANCE PERMIT IS REQUIRED
DETENTION IS PROVIDED TO REDUCE ALL DEVELOPED
FLOWS FOR ALL STORMS ABOVE THE 5-YEAR STORM TO
THE EXISTING 5-YEAR FLOW RATE.
1. PIPE MATERIALS SHALL BE IN ACCORDANCE WITH THE
2020 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS AND THE 2022 STATEWIDE URBAN
DESIGN AND SPECIFICATIONS (SUDAS).
2. ALL PIPE IS TO BE INSTALLED PER THE MANUFACTURER'S
REQUIREMENTS AND MEET COVER REQUIREMENTS PER
THE MANUFACTURER. REFER TO MANUFACTURER FOR
MATERIAL SPECIFICATIONS FOR TRAFFIC LOADING AND
INSTALLATION REQUIREMENTS.
PIPES NOTES:
1. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE
OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS.
2. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT
CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW
OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
SAFETY NOTES:GENERAL NOTES:
1. SITE CONDITIONS BASED UPON SURVEY SUBMITTED BY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND
VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERING A DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND
ACTUAL FIELD CONDITIONS. CONTACT ONE CALL: 1-800-344-7483.
2. THE CONTRACTOR MUST COORDINATE CONSTRUCTION WITH THE NECESSARY AUTHORITIES.
3. APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY CONSTRUCTION.
4. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS WITHOUT PONDING ON PARKING LOTS OR SIDEWALKS.
5. ALL DEVELOPED RUNOFF TO DRAIN TO DRAINWAYS.
6. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE.
7. THE REMOVAL OF ANY TREES SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO REMOVAL.
8. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.
9. TESTING OF CONTROLLED STRUCTURAL FILL, OBSERVATION OF EXCAVATIONS AND COMPACTION OF SUBGRADE SHALL BE DONE
BY A QUALIFIED GEOTECHNICAL ENGINEER. FOLLOW GEOTECHNICAL ENGINEER RECOMMENDATIONS FOR SITE EXCAVATION
REQUIREMENTS.
10.REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION REQUIREMENTS.
11.GRADING AT HANDICAP ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. GRADING AT HANDICAP
ACCESSIBLE ROUTE SHALL NOT EXCEED 5% IN DIRECTION OF TRAVEL WITH 2% MAXIMUM CROSS SLOPE. GRADING AT BUILDING
EGRESS DOORS SHALL NOT EXCEED 2% FOR A DISTANCE OF 5'-0" PERPENDICULAR FROM FACE OF DOOR.
FIELD VERIFY SANITARY SEWER AND STORM
SEWER CONNECTION INVERT PRIOR TO
ESTABLISHING FINAL FINISH FLOOR
ELEVATION. REFER TO SITE UTILITIES PLAN.
EXISTING SURFACE FEATURES, STRUCTURES, ETC. AND
UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS,
GAS MAINS, SEWERS, TELEPHONE LINES, FIBER OPTIC
LINES AND BURIED STRUCTURES ARE INDICATED ON THE
DRAWING ONLY TO THE EXTENT SUCH INFORMATION HAS
BEEN MADE AVAILABLE TO OR DISCOVERED BY THE
SURVEYOR IN PREPARING THIS DRAWING. THERE IS NO
GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF
SUCH INFORMATION. THE CONTRACTOR IS RESPONSIBLE
FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND AND OTHER UTILITIES
AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.
CAUTION:
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION
TO LOCATE ALL EXISTING UTILITES AND VERIFY ANY
POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS
PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT
ENGINEER WITH ANY CONFLICTS.
CONTRACTOR SHALL FIELD VERIFY PROPOSED
GRADES MATCH EXISTING PAVEMENT AT
DRIVEWAY ENTRANCES, SIDEWALK CONNECTIONS,
AND ALL CONNECTION POINTS PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER IF DISCREPANCY OCCURS.
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C2
SITE GRADING
AND STORM
SEWER PLAN
1055
EXISTING GRADE LINES
PROPOSED NEW GRADE LINES
+105
5
.
0
P
V
T
1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON
THIS SITE. REFER TO PROJECT MANUAL.
2. FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATION
FOR SITE EXCAVATION.
3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING
EXCAVATION REQUIREMENTS.
SITE EXCAVATION
REQUIREMENTS:
SPECIAL NOTE:
ALL WORK DONE ON THE PROJECT SHALL BE IN
CONFORMANCE WITH 2020 WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND
2022 SUDAS.
CITY OF WAUKEE NOTES
AS-BUILT PLANS OF ALL STORM WATER MANAGEMENT
FACILITIES ON SITE AND A CERTIFICATION STATEMENT
SIGNED BY SWPPP DESIGNER INDICATING THAT
FACILITIES WERE CONSTRUCTED AS DESIGNED WILL BE
REQUIRED.
RECEIVING WATER:
UNNAMED TRIBUTARY TO
SUGAR CREEKSTAGES OF CONSTRUCTION:
1. CONTACT THE CITY OF WAUKEE PUBLIC WORKS 48 HRS
PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION
TO LOCATE ALL EXISTING UTILITIES AND VERIFY ANY
POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS
PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER
WITH ANY CONFLICTS. MONTH 1
3. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
4. INSTALLATION OF EROSION & SEDIMENT CONTROL FENCE.
MONTH 1
5. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
6. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
7. INSTALLATION OF ALL STORM WATER DRAINAGE
IMPROVEMENTS. MONTH 1
8. ROUGH GRADING. MONTH 1 & MONTH 2
9. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2
10. FINAL GRADING. MONTH 3
11. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD.
MONTH 3
12. CONTACT THE CITY OF WAUKEE PUBLIC WORKS FOR FINAL
INSPECTION FOR CLOSE OUT. MONTH 3
13. REMOVAL OF EROSION & SEDIMENT CONTROL FENCE.
MONTH 3
KEY NOTES:
HANDICAP PARKING AREA.
REFER TO DETAIL 2/C2.
INSTALL OPEN-SIDED AREA INTAKE,
OPEN ON ALL SIDES.
RIM = 1053.0'
INV = 1050.5'
REFER TO DETAIL 1/C2.1.
ADA PARKING DETAIL
SCALE: 1"=10'
2
C2
HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT EXCEED 2.0%
IN ANY DIRECTION IN THIS AREA.
NOT USED.
NOT USED.
130 LF OF 18"Ø HDPE PIPE @ 1.0%.
REFER TO PIPE NOTES.
INSTALL OPEN-SIDED AREA INTAKE,
OPEN ON ALL SIDES.
RIM = 1053.0'
INV = 1049.2'
REFER TO DETAIL 1/C2.1.
289 LF OF 18"Ø HDPE PIPE @ 1.0%.
REFER TO PIPE NOTES.
INSTALL OPEN-SIDED AREA INTAKE,
OPEN ON ALL SIDES.
RIM = 1050.0'
INV = 1046.3'
REFER TO DETAIL 1/C2.1.
47 LF OF 24"Ø HDPE PIPE @ 1.0%.
REFER TO PIPE NOTES.
DETENTION OUTLET STRUCTURE.
REFER TO DETAIL 2/C2.1.
5 LF OF 18"Ø HDPE PIPE @ 2.9% WITH
HDPE FLARED END SECTION. DAYLIGHT IN
BASIN @ 1046.2'. REFER TO PIPE NOTES.
ALL RIP-RAP SHALL BE CLASS D REVETMENT STONE IN
ACCORDANCE WITH SECTION 4130 AND 7E-10 OF THE 2022 SUDAS.
RIP-RAP NOTE:
INSTALL SINGLE OPEN-THROAT CURB
INTAKE, LARGE BOX
RIM = 1050.2'
THROAT = 1049.45'
INV = 1046.4'
REFER TO DETAIL 3/C2.1.
25 LF OF 18"Ø HDPE PIPE @ 1.2%.
REFER TO PIPE NOTES.
INSTALL SINGLE OPEN-THROAT CURB
INTAKE, LARGE BOX
RIM = 1050.2'
THROAT = 1049.45'
INV = 1046.7'
REFER TO DETAIL 3/C2.1.
65 LF OF 18"Ø HDPE PIPE @ 1.0% WITH HDPE
FLARED END SECTION. DISCHARGE STORMPIPE
TO SWALE PROVIDED BY THE DEVELOPER @
INV = 1045.5' . REFER TO PLANS PREPARED BY
THE DEVELOPER'S ENGINEER.
APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF
PAVING IS NOT INSTALLED PRIOR TO BUILDING
CONSTRUCTION COMMENCING AFTER FOOTINGS ARE
INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR
OF THE BUILDING TO EXTEND WITHIN 100-FEET OF ALL
PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED
AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2
OF THE IFC.
FIRE SAFETY CONSTRUCTION NOTE:
ALL STORM SEWERS SHALL BE TELEVISED &
CLEANED AS NEEDED OR REQUIRED BY THE
CITY OF WAUKEE.
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
INSTALL 355 LF OF 2.0' HIGH
LANDSCAPE BLOCK WALL.
GD UP=1049.0', GD DOWN=1047.0'.
REFER TO DETAIL 1/C2.2.
INSTALL ADS STORMTECH SYSTEM
PER ADS PLANS "BED 1". REFER TO
PLANS PREPARED BY ADS.
INSTALL ADS STORMTECH SYSTEM
PER ADS PLANS "BED 2". REFER TO
PLANS PREPARED BY ADS.
INSTALL RECTANGULAR AREA INTAKE
W/ 24" SUMP AND CONNECT TO
STORMTECH SYSTEM "BED 1".
RIM=1050.3'
INV=1045.8'
REFER TO DETAIL 3/C2.2.
INSTALL 5'X5' WATER QUALITY
STRUCTURE.
RIM=1051.6'
INV=1045.0'
REFER TO DETAIL 4/C2.2.
INSTALL RECTANGULAR AREA INTAKE
W/ 24" SUMP AND CONNECT TO
STORMTECH SYSTEM "BED 2".
RIM=1054.0'
INV=1048.5'
REFER TO DETAIL 3/C2.2.
21 LF OF 24"Ø HDPE PIPE @ 1.0% WITH
HDPE FLARED END SECTION. DAYLIGHT IN
BASIN @ 1044.8'. REFER TO PIPE NOTES.
INSTALL 5'X5' WATER QUALITY
STRUCTURE.
RIM=1054.2'
INV=1048.3'
REFER TO DETAIL 2/C2.2.
25 LF OF 18"Ø HDPE PIPE @ 2.8% WITH
HDPE FLARED END. DAYLIGHT IN BASIN
@ 1047.6'. REFER TO PIPE NOTES.
3 CITY COMMENTS 08/09/2022
CONTACT MARK VITTORI (630) 854-8781 AT ADS FOR
PLANS AND SPECIFICATIONS.
NOTE: CONTRACTOR SHALL SEND SHOP DRAWINGS
OF ADS UNITS TO ANDERSON ENGINEERING FOR
APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
3 LF OF 18"Ø HDPE PIPE @3.3%.
REFER TO PIPE NOTES.
100-YEAR STORM PONDING AREA.
REFER TO SHEET C6 FOR ELEVATIONS.
4 CITY COMMENTS 08/23/2022
5 CITY COMMENTS 09/06/2022
6 CITY COMMENTS 09/15/2022
7 CITY COMMENTS 10/03/2022
8
8 CITY COMMENTS 10/24/2022
8
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:21:43-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C2.1
STORM SEWER
STRUCTURE
DETAILS
OPEN SIDED AREA INTAKE
SCALE: NTS
1
C2.1
SINGLE OPEN-THROAT CURB INTAKE, LARGE BOX
SCALE: NTS
3
C2.1
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2" COVER, LARGER SIZES TO HAVE 2" COVER.
3. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. CONNECTION SHALL NOT BE MADE AT THE CORNERS OF THE INLET.
4. ALL REINFORCING BARS TO BE GRADE 60.
DETENTION OUTLET STRUCTURE
SCALE: NOT TO SCALE
2
C2.1
4 CITY COMMENTS 08/23/2022
5 CITY COMMENTS 09/06/2022
6 CITY COMMENTS 09/15/2022
8
8 CITY COMMENTS 10/24/2022
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:21:23-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C2.2
GRADING PLAN
AND STRUCTURE
DETAILS
07/25/2022
RECTANGULAR AREA INTAKE
SCALE: NTS
3
C2.2
MODULAR BLOCK RETAINING WALL
SCALE: NTS
1
C2.2
"BED 2" 5'X5' WATER QUALITY STRUCTURE
SCALE: NTS
2
C2.2
NOTE: INSTALL UNDERDRAIN FROM STORMTECH
SYSTEM TO DOWNSTREAM SIDE OF WEIR. REFER
TO PLANS PREPARED BY ADS.
UNDERDRAIN NOTE:
NOTE: CONTRACTOR TO USE GRATE WITH A MIN.
OPENING AREA OF 4.0 SFT.
REQUIRED OPENING:
"BED 1" 5'X5' WATER QUALITY STRUCTURE
SCALE: NTS
4
C2.2
3 CITY COMMENTS 08/09/2022
4 CITY COMMENTS 08/23/2022
4
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.08.23 17:06:42-05'00'
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EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 30'
1
C3
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C3
EROSION &
SEDIMENT
CONTROL PLAN
SPECIAL NOTE:
CONTRACTOR TO PROVIDE WASTE DISPOSAL
AND SOIL STOCK PILING ON SITE.
EROSION CONTROL QUANTITIES
ITEM QUANTITY
SILT SOCKS 1350 LF
CONC WASH 1
STOCKPILE 1
RIP RAP 90 SYD - APPROX. 79 TONS
TRASH AND WASTE NOTE:
CONTRACTOR TO PROVIDE WASTE
CONTAINMENT INCLUDING TRASH
COLLECTION AND CONCRETE WASHOUT.TEMP SEEDING 36,000 SQ FT - 30 lbs / acre
TYPE 2 TRM 15 SYD
EROSION CONTROL & MAINTENANCE PLAN NOTES:
1. CONTRACTOR TO RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER
DISPOSAL AT OFF-SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR
WASHED OFF SITE.
2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR
THE PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL
VEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING
MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES.
3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR
GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN
SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS
FROM THE CONSTRUCTION SITE.
4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO
BEGINNING ANY WORK ON PROJECT SITE.
5. CARE SHALL BE TAKEN TO ELIMINATE TO THE MAXIMUM EXTENT POSSIBLE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC
STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS
BEEN ESTABLISHED.
6. REMOVE SEDIMENT DEPOSITS AS NECESSARY AFTER EACH STORM TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE. CARE NEEDS TO BE TAKEN TO AVOID UNDERMINING THE FENCE WHEN REMOVING SEDIMENT. SEDIMENT IS TO BE REAPPLIED TO THE SITE AND
STABILIZED.
7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) AND SELECT PIPE OUTFALLS SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF
REINFORCEMENT MATS 450 OR APPROVED EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL
COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
8. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE 2020 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2022 SUDAS.
9. APPLICABLE PERMITS MUST BE OBTAINED FROM THE CITY, STATE AND COUNTY PRIOR TO EXCAVATION WITHIN ANY RIGHT-OF-WAY, AND PRIOR TO ANY
CONSTRUCTION.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO BE
LIABLE FOR DAMAGE AND CONSEQUENT REPAIR TO SUCH IN THE COURSE OF HIS OPERATIONS.
11. THE CONTRACTOR AND/OR BUILDER WILL KEEP THE SUBDIVISION NEAT AND ORDERLY AT ALL TIMES WHILE CONSTRUCTION IS TAKING PLACE. ALL CITY
STREETS ADJACENT TO THE DEVELOPMENT SHALL BE KEPT CLEAR OF MUD, ROCK, DIRT, DEBRIS, PAPER AND WASTE MATERIAL AT ALL TIMES. THE PROPER
AMOUNT OF INSPECTION SHALL BE CALLED FOR AT THEIR PROPER TIMES, OR ANY AND ALL WORK MAY BE REJECTED.
12. IF ANY WORK OR ACCESS TO ANY ADJOINING PROPERTY IS DONE, IT IS THE FULL RESPONSIBILITY FOR THE APPLICANT/OWNER TO OBTAIN PROPER RELEASES
FROM ADJOINING PROPERTY OWNERS AND ASSUME ALL LIABILITY FOR ACTION TAKEN DURING ALL CONSTRUCTION.
13. ALL DISTURBED AREAS ARE TO BE RESEEDED IN ACCORDANCE WITH THE 2020 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2022
SUDAS.
14. PROVIDE TEMPORARY EROSION CONTROL TO CONTAIN ALL SOILS ON SITE. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL
PROTECTION.
15. THE DETENTION BASIN, ALL WATER QUALITY MEASURES AND STORMWATER CHANNELS(PIPES) SHALL BE FUNCTIONING PRIOR TO STARTING ANY OTHER
CONSTRUCTION ACTIVITIES. I.E., ONLY CONSTRUCTION ACTIVITIES REQUIRED TO INSTALL THE DETENTION BASIN, ALL WATER QUALITY MEASURES AND
STORMWATER CHANNELS(PIPES) ARE ALLOWED UNTIL THESE ITEMS ARE INSTALLED AND APPROVED.
16. CONSTRUCTION ACCESS TO THE SITE SHALL BE LIMITED TO THE APPROVED TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE STORMWATER
POLLUTION PREVENTION PLAN.
17. EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING THE WHOLE CONSTRUCTION PERIOD BY THE CONTRACTOR.
18. CONTRACTOR TO PROTECT ANY STORM INLETS THAT RECEIVE STORM WATER FROM THE AREA OF CONSTRUCTION FROM SEDIMENT.
19. CONTRACTOR TO TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, CURB AND GUTTER, SIDEWALK AND DRIVEWAYS.
20. THE CONTRACTOR SHALL HAVE A SET OF PLANS FILED WITH THE CITY OF WAUKEE ON SITE. THE CONTRACTOR SHALL HAVE ON THE PROJECT AT ALL TIMES, AS
HIS AGENT, A COMPETENT SUPERINTENDENT CAPABLE OF READING AND THOROUGHLY UNDERSTAND THE PLANS AND SPECIFICATIONS AND THOROUGHLY
EXPERIENCE IN THE TYPE WORK BEING PERFORMED WHO SHALL RECEIVE INSTRUCTIONS FROM THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE.
21. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR OF ANY NEW SINKHOLES DISCOVERED DURING CONSTRUCTION.
22. TEMPORARY CONSTRUCTION ENTRANCE TO HAVE SHOT ROCK FOR ITS SURFACE.
23. THE INSTALLATION OF SILT FENCE FOR CONSTRUCTION IS TO BE INSTALLED BY THE CONTRACTOR AND IN PLACE BEFORE BEGINNING SITE CONSTRUCTION.
SIMILAR DEVICES MAY BE USED BY THE CONTRACTOR TO MEET THE REQUIREMENTS OF THE ENGINEER. DEVICES TO BE IN PLACE AS SHOWN ON THE PLANS.
ADJUSTMENT OF THE LOCATION BY THE CONTRACTOR MAY BE DONE TO MEET EXISTING FIELD CONDITIONS. ALL CONTROLS ARE TO BE PLACED WITHIN OWNER'S
PROPERTY. ACCUMULATED SEDIMENT IN BASINS WILL REQUIRE REMOVAL DURING CONSTRUCTION OR AFTER EACH RAIN EVENT AND AT THE END OF
CONSTRUCTION. EACH BASIN SHALL BE CHECKED AFTER EACH RAIN EVENT. CONTRACTOR TO MINIMIZE THE AREA DISTURBED BY CONSTRUCTION ACTIVITIES AT
ANY ONE TIME AND TO PROMPTLY REVEGETATE (OR MECHANICALLY STABILIZE) AREA DISTURBED BY CONSTRUCTION ACTIVITY.
24. SILT FENCE SHALL BE PLACED AROUND ALL SOIL SPOIL PILES TO PREVENT EROSION.
SEEDING AND MULCHING NOTES
REFER TO DETAIL 2/C3 FOR SEEDING TABLE AND SECTIONS 7E-24, 7E-22, AND 7E-17 OF THE 2022 SUDAS FOR SEEDING AND MULCHING REQUIRMENTS AND SPECIFICATIONS.
LAND DISTURBANCE SUMMARY:
TOTAL PROPERTY AREA= 2.2 ACRES
TOTAL DISTURBED AREA = 2.3 ACRES
A NOI IS REQUIRED AND WILL BE OBTAINED
KEY NOTES:
LIMITS OF LAND DISTURBANCE. PERMITTED
DISTURBED AREA = 2.2 ACRES
INSTALL 12" COMPOST FILTER SOCK
OR APPROVED EQUAL. SEE DETAIL
1/C3.1.
INSTALL TEMPORARY CONSTRUCTION
ENTRANCE PER DETAIL 2/C3.1.
AREAS TO BE VEGETATED:
ALL AREAS DISTURBED BY CONSTRUCTION
SHALL BE RESTORED BY SOD. SEE SEEDING
NOTES & DETAIL 2/C3.
INSTALL 10' X 10' CONCRETE WASHOUT AREA.
CONTRACTOR TO FIELD VERIFY LOCATION.
SEE DETAIL 3/C3.1.
INSTALL DUMPSTER AND CONTACT TRASH
COMPANY FOR PICK UP. CONTRACTOR TO FIELD
VERIFY LOCATION.
INSTALL PORTABLE TOILET AND STAKE FIRMLY
TO GROUND. CONTRACTOR TO FIELD VERIFY
LOCATION.
NOT USED.
LOCATION OF OUTFALL 001.
TEMPORARY STOCKPILE LOCATION TO BE
SURROUNDED BY 12" COMPOST FILTER SOCK.
FINAL LOCATION TO BE DETERMINED BY
CONTRACTOR.
INSTALL DETENTION OUTLET PROTECTION.
REFER TO DETAIL 4/C3.1.
INSTALL TYPE 2 TURF REINFORCEMENT MATT
PER 2022 SUDAS AS GENERALLY SHOWN.
PROTECT INLET WITH 12" COMPOST FILTER
SOCK OR APPROVED EQUAL.
INSTALL 20 TONS OF CLASS D REVETMENT
STONE RIP-RAP (EACH LOCATION) AS
GENERALLY SHOWN AND IN ACCORDANCE WITH
THE 2022 SUDAS. REFER TO DETAIL 5/C3.1.
PORTABLE TOILET
DUMPSTER
TURF REINFORCEMENT MAT
FILTER SOCK
PROPOSED GRADE LINES
LIMITS OF DISTURBED AREA
EXISTING GRADE LINES
TEMPORARY & PERMANENT SEEDING
SCALE: NTS
2
C3
RIP-RAP
STAGES OF CONSTRUCTION:
1. CONTACT THE CITY OF WAUKEE PUBLIC WORKS 48 HRS
PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION
TO LOCATE ALL EXISTING UTILITIES AND VERIFY ANY
POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS
PRIOR TO BEGINNING ANY CONSTRUCTION. CONTACT OWNER
WITH ANY CONFLICTS. MONTH 1
3. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
4. INSTALLATION OF EROSION & SEDIMENT CONTROL FENCE.
MONTH 1
5. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
6. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
7. INSTALLATION OF ALL STORM WATER DRAINAGE
IMPROVEMENTS. MONTH 1
8. ROUGH GRADING. MONTH 1 & MONTH 2
9. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2
10. FINAL GRADING. MONTH 3
11. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD.
MONTH 3
12. CONTACT THE CITY OF WAUKEE PUBLIC WORKS FOR FINAL
INSPECTION FOR CLOSE OUT. MONTH 3
13. REMOVAL OF EROSION & SEDIMENT CONTROL FENCE.
MONTH 3
MAINTENANCE OF DETENTION FACILITIES IS
THE RESPONSIBILITY OF THE PROPERTY
OWNER POST CONSTRUCTION.
SOD 36,000 SQ FT
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
3 CITY COMMENTS 08/09/2022
NOTE:
ADS CHAMBERS ARE POST CONSTRUCTION
FEATURES.
4 CITY COMMENTS 08/23/2022
6 CITY COMMENTS 09/15/2022
8 CITY COMMENTS 10/24/2022
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:23:24-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C3.1
EROSION &
SEDIMENT
CONTROL
DETAILS
INSTALL 1-2" DIAMETER
CLEAN ROCK WITH
GEOTEXTILE FABRIC
COVERING OPENINGS
DURING CONSTRUCTION
CENTERED ON ORIFICE
OPENING.
GEOTEXTILE FABRICREFER TO SHEET C2.1 FOR OUTLET INVERT.
OUTLET PROTECTION
SCALE: NOT TO SCALE
4
C3.1
STABILIZED CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
2
C3.1
CONCRETE WASHOUT
SCALE: NOT TO SCALE
3
C3.1
FILTER SOCK
SCALE: NOT TO SCALE
1
C3.1
RIP-RAP DETAIL
SCALE: NOT TO SCALE
5
C3.1
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
4 CITY COMMENTS 08/23/2022
DIMENSIONS APPLY FOR ALL RIP-RAP PADS.
5 CITY COMMENTS 09/06/2022
5
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.09.06 16:43:16-05'00'
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SITE UTILITY PLAN
SCALE: 1" = 30'
1
C4
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C4
SITE UTILITY
PLAN
1. WATER LINES SHALL HAVE A MIN. 10 FEET HORIZONTAL CLEARANCE AND 18 INCHES VERTICAL CLEARANCE (MEASURED FROM
EDGE OF PIPE TO EDGE OF PIPE) FROM ALL SANITARY SEWER LINES.
2. WATER LINES SHALL HAVE A MINIMUM OF 66 INCHES OF COVER, UNLESS OTHERWISE NOTED, MEASURED FROM THE TOP OF
FINISHED GROUND TO THE TOP OF PIPE.
3. THERE SHALL BE A MINIMUM OF 18 INCHES CLEARANCE MEASURED FROM THE BOTTOM OF ANY STORMWATER PIPE TO THE
TOP OF WATER LINES AT ALL CROSSING.
4. AT WATER AND SANITARY SEWER CROSSINGS, THE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE
AS FAR FROM SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED.
5. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT
PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
6. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND /OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
7. NOTICE TO CONTRACTOR:PRIOR TO INSTALLATION OF WATER LINE, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND
CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND ANDERSON ENGINEERING OF ANY CONFLICTS PRIOR TO
CONSTRUCTION.
8. ALL SANITARY SEWER AND WATER LINE CONSTRUCTION MUST COMPLY WITH THE 2020 WAUKEE STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS AND 2022 SUDAS.
CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATE
ALL EXISTING UTILITES AND VERIFY ANY POSSIBLE CONFLICTS WITH
PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTACT ENGINEER WITH ANY CONFLICTS.
UTILITY GENERAL NOTES
IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MOVE
ANY AFFECTED UTILITIES. THE ENGINEER DOES NOT GUARANTEE
THAT ALL UTILITIES ARE SHOWN ON THESE PLANS. IT SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE
CITY OF CONWAY, MO OR OTHER SUPPLIERS OF UTILITIES AND
ARRANGE FOR ANY NECESSARY MODIFICATIONS REQUIRED TO
FACILITATE CONSTRUCTION ACTIVITIES.
INFORMATION ON THIS DRAWING CONCERNING
TYPE AND LOCATION OF UNDERGROUND AND
OTHER UTILITIES IS NOT GUARANTEED TO BE
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
IS RESPONSIBLE FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE AND LOCATION
OF UNDERGROUND AND OTHER UTILITIES AS MAY
BE NECESSARY TO AVOID DAMAGE THERETO.
BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING
WORK THE CONTRACTOR SHALL FIELD VERIFY LOCATION,
MATERIAL, CONDITION, ACCESSIBILITY (INCLUDING STATE HIGHWAY
OR OTHER RIGHTS-OF-WAY) AND WORKABLE FLOW LINE ELEVATION
OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN.
IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE
TIME OF FINAL SANITARY SEWER SERVICE CONNECTION. THEN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES
ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP
SYSTEM TO MEET OWNER AND LOCAL REQUIREMENTS.
CONTRACTOR CAUTION!!
CAUTION
(SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS)
U/G ELECTRIC
WATER SERVICE
U/G PHONE
U/G PHONE
(BY PHONE CO.)
SANITARY SEWER SERVICE
OVERHEAD ELECTRIC
OVERHEAD PHONE
SAW CUT
BORE
FIBER OPTIC CABLE
P.O.C. = POINT OF CONNECTION BETWEEN SITE PIPING
(SPEC 33 00 00) AND BUILDING PIPING (SPEC 22 00 00, 21
13 13). AS NECESSARY - SPEC 22 00 00 DENOTES
LANDSCAPE IRRIGATION.
FIRE SERVICE
GAS SERVICE
1. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL
BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
2. THE DUTY OF THE ENGINEER OR OWNER TO
CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR
THE CONSTRUCTION SITE.
SAFETY NOTICE TO
CONTRACTORS
SANITARY SEWER CLEANOUT
SCALE: NOT TO SCALE
4
PIPE INSTALLATION DETAIL
SCALE: NOT TO SCALE
2 ELECTRICAL CONDUITS
SCALE: NOT TO SCALE
3 UNDERGROUND
FOR COMMERCIAL BUILDINGS
SCALE: NOT TO SCALE
5
REFER TO MEP PLAN FOR ELECTRICAL AND DATA DESIGN.
CITY OF WAUKEE WATER SERVICE
SCALE: NOT TO SCALE
6 CITY OF WAUKEE HYDRANT
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
3 CITY COMMENTS 08/09/2022
4 CITY COMMENTS 08/23/2022
5 CITY COMMENTS 09/06/2022
6 CITY COMMENTS 09/15/2022
7 CITY COMMENTS 10/03/2022
8 CITY COMMENTS 10/24/2022
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.28 08:09:39-05'00'
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6
10
4
5
10
4
4
10
4
3
10
4
2
10
4
1
10
4
0
1040104110421043104410451046
10
5
1
10
5
2
10
5
3
10
5
4
1051
10
5
4
10
5
1
10
4
9
10
5
3
10
4
6
10
4
7
1052
10
5
0
1050
10
5
0
10
5
0
1
0
5
0
LANDSCAPE PLAN
SCALE: 1" = 30'
1
C5
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C5
LANDSCAPE
PLAN
OPEN SPACE:
PROVIDE A MINIMUM OF 20% OPEN SPACE.
TOTAL SITE = 2.18 ACRES = 94,755 SF
PROPOSED IMPERVIOUS = 56,655 SF
PROPOSED PERVIOUS = 38,100 SF
PROVIDED OPEN SPACE = 41% PROVIDED > 20% REQUIRED
MINIMUM LANDSCAPING REQUIREMENTS (EXCLUDING BUFFER LANDSCAPING)
PROVIDE 1 TREE AND 1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE. 50% OFF ALL REQUIRED
TREES SHALL BE OVERSTORY SHADE TREES AND 25% OF ALL REQUIRED TREES SHALL BE
EVERGREEN TREES.
REQUIRED OPEN SPACE = 17,124
REQUIRED & PROVIDED TREES = 18 TREES
REQUIRED & PROVIDED OVERSTORY TREES = 9 TREES
REQUIRED & PROVIDED EVERGREEN TREES = 5 TREES
REQUIRED & PROVIDED ORNAMENTAL TREES = 4 TREES
REQUIRED & PROVIDED SHRUBS = 18 SHURBS
NORTH BUFFER LANDSCAPING
PROVIDE A 30' BUFFER YARD ALONG THE NORTH PROPERTY LINE
2 OVERSTORY, 3 EVERGREEN & 2 ORNAMENTAL TREES REQUIRED PER 50 LINEAR FEET OF BUFFER.
BUFFER LENGTH = 471'
REQUIRED & PROVIDED TREES = 20 OVERSTORY, 30 EVERGREEN & 20 ORNAMENTAL TREES
EAST BUFFER LANDSCAPING
PROVIDE A 30' BUFFER YARD ALONG THE EAST PROPERTY LINE
2 OVERSTORY, 3 EVERGREEN & 2 ORNAMENTAL TREES REQUIRED PER 50 LINEAR FEET OF BUFFER.
BUFFER LENGTH = 215'
REQUIRED & PROVIDED TREES = 10 OVERSTORY, 15 EVERGREEN & 10 ORNAMENTAL TREES
INTERIOR PARKING LANDSCAPING
PROVIDE AT LEAST ONE ORNAMENTAL OR ONE DECIDUOUS OVERSTORY TREE WITH A MINIMUM OF
50 PERCENT OF THE LANDSCAPED ISLAND PROVIDED WITH A DECIDUOUS OVERSTORY TREE.
REQUIRED & PROVIDED DECIDUOUS OVERSTORY TREE = 1 TREE
NOTE: ANY CHANGES TO THE LANDSCAPING PLAN NEEDS TO BE APPROVED IN WRITING BY THE
CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.
REQUIRED LANDSCAPING:
LANDSCAPE LEGEND
DECIDUOUS OVERSTORY TREE MIN. HEIGHT
REQUIRED = 8', OR APPROVED ALTERNATE:
x RED MAPLE (Acer Rubrum)
DECIDUOUS ORNAMENTAL TREE HEIGHT
REQUIRED = 6', OR APPROVED ALTERNATE:
x SWEETBAY MAGNOLIA (Magnolia virginiana)
EVERGREEN OVERSTORY TREE HEIGHT
REQUIRED = 6', OR APPROVED ALTERNATE:
x AUSTRIAN PINE (Pinus Nigra)
SHRUB, OR APPROVED ALTERNATE:
x ELDERBERRY (ambucus canadensis)
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
3 CITY COMMENTS 08/09/2022
4 CITY COMMENTS 08/23/2022
8 CITY COMMENTS 10/24/2022
8
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:25:15-05'00'
1048
1047
1046
45
1045
1046
IV
E
SE
B
R
I
C
K
D
R
I
V
E
10
5
5
1054
1054
1051
10
4
9
1
0
5
5
105
4
1054
1055
1055
10
5
5
10
5
5
1055
10
5
4
10
5
4
10
5
4
1055
1054
10521051
1057
1055
1055
1055
105
0
1049
105
0
1
0
5
2
1
0
5
1
1
0
5
3
1052
1053
1056
1053
1055
1055
10
4
6
10
4
5
10
4
4
10
4
3
10
4
2
10
4
1
10
4
0
1040104110421043104410451046
10
5
1
10
5
2
10
5
3
10
5
4
1051
10
5
4
10
5
1
10
4
9
10
5
3
10
4
6
10
4
7
5051051050505
5005050
1052
10
5
0
1050
10
5
0
10
5
0
1
0
5
0
STORMWATER MAINTENANCE PLAN
SCALE: 1" = 30'
1
C5
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C6
STORMWATER
MAINTENANCE
PLAN
RESPONSIBLE MAINTENANCE PERSONNEL
PROPERTY OWNER.
SCHEDULE OF DETENTION SYSTEM INSPECTIONS
THE MAINTENANCE PERSONNEL SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 6 MONTHS AND
WITHIN 24 HOURS AFTER A STORM EVENT OF 1 INCH OR GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE
SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE
OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS
FROM THE CONSTRUCTION SITE. THE OWNER WILL KEEP A RECORD OF ALL INSPECTIONS.
DETENTION SYSTEM INSPECTION PROCEDURE:
1. MAKE A COPY OF THE DETENTION INSPECTION FORM FROM THE MAINTENANCE MANUAL.
2. VISUALLY INSPECT EACH INLET AND NOTE ON THE INSPECTION FORM THE AMOUNT OF SEDIMENT ACCUMULATED IN THE
INLET.
3. THE MAINTENANCE PERSON MEASURE THE SEDIMENT DEPTHS AT THE BOTTOM OF THE PIPES UNDER EACH INLET (JUST
STICK A ROD THROUGH THE INLET COVER, DON'T EVEN BOTHER TO REMOVE), AND THEN WHEN THE ACCUMULATED
SEDIMENT GETS DEEPER THAN A COUPLE OF INCHES, THE ENTIRE SYSTEM NEEDS TO BE CLEANED OUT. A
PROFESSIONAL COMPANY COULD BE HIRED TO DO THE CLEANED OUT. THE SEDIMENT AND ANY WASH OR CLEANOUT
WATER SHOULD BE HAULED OFF-SITE FOR PROPER DISPOSAL, NOT DISCHARGED TO THE OUTFALL.
4. NOTE ON THE DETENTION INSPECTION FORM THAT THE INLET HAS BEEN CLEANED.
5. CONTACT THE LOCAL LANDFILL OR GARBAGE COLLECTION COMPANY TO COORDINATE A PICK UP AND DISPOSAL OF THE
SEDIMENT.
6. SPECIFICALLY INSPECTING THE OUTFALL PIPE AREA FOR EROSION, DEBRIS OR DAMAGE.
7. WALK THE SITE AND NOTE ANY AREAS OF SOIL EROSION OR POLLUTION DISCHARGE FROM THE SITE. MAKE NOTE OF
THESE OCCURRENCES ON THE DETENTION INSPECTION FORM AND CONTACT THE OWNER TO SCHEDULE A REPAIR OF
THESE AREAS.
8. SIGN & DATE THE REPORT, FAX A COPY TO THE OWNER, AND FILE THE ORIGINAL IN THE ON-SITE INSPECTION MANUAL.
DETENTION SYSTEM INSPECTION FORM
STEP 1. INSPECT SYSTEM FOR SEDIMENT & DEBRIS:
CHECK THE BOX FOR EACH ITEM INSPECTED:
INLET #1: □INLET #2: □INLET #3: □ DETENTION OUTLET: □
STEP 2. NOTE ANY SEDIMENT OR DEBRIS WITH INLET # AND DEPTH:
_______________________________________________________________
STEP 3. VERIFY THAT EACH INLET HAS BEEN CLEANED:
CHECK THE BOX FOR EACH STRUCTURE TO CONFIRM IS IT CLEAN OF SEDIMENT & DEBRIS:
INLET #1: □ INLET #2: □ INLET #3: □ DETENTION OUTLET STRUCTURE: □ PIPE OUTLET: □
STEP 4. VISUAL INSPECTION & RECORD OF ANY SITE EROSION:
_________________________________________________________
________________________________________________________
STEP 5. SIGN, DATE, FAX COPY TO OWNER & FILE:
_______________________ ____________________ _____________
PRINTED NAME OF INSPECTOR SIGNATURE OF INSPECTOR DATE
DETENTION SYSTEM MAINTENANCE PROCEDURES DETENTION CONTROL STRUCTURE MAINTENANCE
BLOCKAGES
ALL TRASH, SEDIMENT, AND DEBRIS BLOCKING THE ENTRY OR PASSAGE OF STORM FLOWS INTO OR THROUGH THE CONTROL STRUCTURE SHOULD BE REMOVED.
STRUCTURAL INTEGRITY
DEPENDING ON THE SEVERITY OF THE DETERIORATION, THE CONTROL STRUCTURE MAY NEED TO BE REPLACED. IF THE OVERALL INTEGRITY OF THE STRUCTURE IS
REASONABLY SOUND, THE FOLLOWING REPAIRS SHOULD BE CONSIDERED:
CRACKS SHOULD BE SEALED WITH AN EPOXY LOW-SHRINK GROUT.
SPALLED AREAS SHOULD BE REPAIRED WITH A TWO-PART CEMENT-BONDING AGENT AND THEN PAINTED.
RUSTED AREAS, IF REPARABLE, SHOULD BE SCRAPED, CLEANED, PRIMED, PAINTED WITH TWO COATS OF RUST-RESISTANT PAINT, AND, IF APPROPRIATE,
COATED WITH A BITUMINOUS SEALANT.
INSUFFICIENT DEBRIS MANAGEMENT
IF THE STRUCTURE CLOGS ROUTINELY TO A POINT WHERE STORMWATER CONTINUES TO STAY IN THE SYSTEM FOR LONGER PERIODS THAN THREE DAYS, IT MAY MEAN
THAT THE LOW-FLOW ORIFICE AT THE BOTTOM OF THE CONTROL STRUCTURE MAY REQUIRE A TRASH RACK IN ADDITION TO THE PIT GRATING TO MITIGATE THE
CLOGGING OF THE DEVICE. CHECK FOR SETTLING; STRUCTURAL CRACKS; BURROWS, HOLES OR VOIDS AROUND STRUCTURE AND BARREL; DAMAGE TO ORIFICE OR
WEIR COMPONENTS; SEDIMENT ACCUMULATION; BLOCKAGE OF OUTLET STRUCTURE ORIFICES AND WEIRS; LOOSE OR MISSING GRATES, MANHOLE LIDS AND TRASH
RACKS; EROSION AT POND OUTFALL OR EVIDENCE OF ANY VOIDS IN AND AROUND OUTLET HEADWALL/BARREL. MAKE ANY NECESSARY REPAIRS AND REMOVE ALL
BLOCKAGES, INCLUDING GROWTH OF WOODY VEGETATION.
DETENTION POND MAINTENANCE
TRASH, SEDIMENT, AND DEBRIS
ALL TRASH, SEDIMENT, AND DEBRIS SHOULD BE REMOVED FROM THE DETENTION/RETENTION POND AT LEAST TWICE A YEAR OR MORE FREQUENTLY IF THE AMOUNT OF
ACCUMULATED MATERIAL WARRANTS SUCH A PRACTICE.
LANDSCAPING PRACTICES
GENERALLY, NO MOWING OR LIMITED MAINTENANCE OF POND BOTTOMS ARE REQUIRED. REMOVE LOOSE VEGETATION, AS NECESSARY. THE POND SHALL BE
ACCESSED THROUGH THE 3:1 SLOPE AS SHOWN ON PLANS. THE RETAINING WALL SHALL BE INSPECTED AT LEAST TWICE A YEAR AND ANY CRACKS OR LEANING SHALL
BE NOTED AND FORWARDED TO O'REILLY AUTOMOTIVE CORPORATE OFFICE.
CRUSHED, COLLAPSED, OR RUSTED-OUT SECTIONS OF PIPE
IN MOST INSTANCES, A PIPE IN THIS CONDITION SHOULD BE REMOVED AND REPLACED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER.
DAM, EMBANKMENTS & EMERGENCY SPILLWAY
CHECK FOR ANIMAL BURROWS; EROSION, RILLS OR GULLIES; SEEPAGE; EVIDENCE OF SETTLING (ESPECIALLY IN VICINITY OF OUTLET BARREL); NON-PERMITTED
ENCROACHMENTS OR WOODY VEGETATION ALONG DAM OR DAM EMBANKMENT. MAKE ANY NECESSARY REPAIRS, INCLUDING APPROPRIATE MEASURES TO
PERMANENTLY STABILIZE SLOPES, EMBANKMENT & SPILLWAY.
POND BOTTOM
IF SEDIMENT ACCUMULATION COMPROMISES POND STORAGE CAPABILITY, THEN SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF. WETLAND TYPE PONDS
MAY REMAIN WET OR “SWAMPY” FOR PROLONG PERIODS OF TIME, DEPENDING ON TOPOGRAPHIC LAYOUT OF POND AND GROUND WATER SOURCES.
OUTFALL AREA MAINTENANCE
BLOCKAGES
A BLOCKED OUTFALL CHANNEL SHOULD BE OPENED UP AS SOON AS PRACTICABLE, ESPECIALLY IF THE CHANNEL IS BACKING A SIGNIFICANT AMOUNT OF WATER UP
INSIDE THE CONTROL STRUCTURE OR DETENTION CHAMBERS/PIPES. TYPICALLY, OUTFALL CHANNELS SHOULD BE CLEARED OF TREES FOR A DISTANCE, DOWNSTREAM
FROM THE OUTFALL STRUCTURE, OF AT LEAST 5 TIMES THE DIAMETER OF THE PRINCIPAL SPILLWAY PIPE. FOR EXAMPLE, THE CLEARING AREA FOR A 36” (THREE-FOOT)
DIAMETER OUTLET PIPE WOULD BE 15-FEET LONG. NOTE: ESTABLISHED VEGETATION AND TREES ON THE STREAM BANKS SHOULD BE LEFT IN PLACE. THE “CLEARING”
SHOULD BE LIMITED TO THE REMOVAL OF DEAD AND FALLEN TREES AND ANYTHING IN THE FLOW-LINE OF THE CHANNEL THAT SIGNIFICANTLY PREVENTS WATER FROM
EXITING THE POND FACILITY.
EROSION
ERODED OUTFALL CHANNELS SHOULD BE REPAIRED AS SOON AS PRACTICABLE WITH ADDITIONAL RIPRAP ARMORING OR OTHER PERMANENT LINING MATERIAL.
INLET MAINTENANCE
INLETS
INLETS TO THE DETENTION SYSTEM SHOULD BE KEPT OPEN AND IN GOOD WORKING
CONDITION. ALL ERODED AREAS SHOULD BE REPAIRED.
GENERAL MAINTENANCE:
INSPECT INLET PIPES, OUTFLOW BARREL AND OUTLET STRUCTURE WEIRS AND ORIFICES
MONTHLY AND AFTER EACH SIGNIFICANT RAIN EVENT (0.5” OR GREATER). REMOVE
FOREIGN DEBRIS, TRASH, LITTER, VEGETATION OR BLOCKAGES TO ENSURE FLOW OF
STORMWATER IS NOT IMPEDED AND REPAIR OR REPLACE ROCK RIP-RAP AT OUTFALLS, AS
NEEDED.
DO NOT USE PESTICIDES, HERBICIDES, OR FERTILIZERS IN AND AROUND POND, OR NEAR
CONTRIBUTING STORMWATER INLETS (THIS CAN COMPROMISE THE WATER QUALITY
EFFECTIVENESS OF POND AND POLLUTE STREAMS OR WATER BODIES).
INSPECTION LOG - OWNER SHALL KEEP AN INSPECTION RECORD FOR ALL INSPECTIONS
PERFORMED AND MAINTENANCE MEASURES TAKEN.
IF MAJOR DAM OR OUTLET STRUCTURE REPAIRS ARE NEEDED, PLEASE CONTACT THE CITY
OF WAUKEE PUBLIC WORKS DEPARTMENT AT 515-978-7920.
1055
EXISTING GRADE LINES
PROPOSED NEW GRADE LINES
1 CITY COMMENTS 06/27/2022
2 CITY COMMENTS 07/25/2022
3 CITY COMMENTS 08/09/2022
3
4 CITY COMMENTS 08/23/2022
8 CITY COMMENTS 10/24/2022
8
8
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.10.27 14:25:25-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C6.1
ADS
MAINTENANCE
PLAN
08/23/2022
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.08.23 17:08:05-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C7
ADS BED 1
STORMTECH
DETAILS 1
08/23/2022
6 CITY COMMENTS 09/15/2022
6
6
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.09.16 07:42:29-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C7.1
ADS BED 1
STORMTECH
DETAILS 2
08/23/2022
6 CITY COMMENTS 09/15/2022
6
6
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.09.16 07:42:16-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C8
ADS BED 2
STORMTECH
DETAILS 1
08/23/2022
6 CITY COMMENTS 09/15/2022
6
6
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.09.16 07:42:59-05'00'
DRAWING INFORMATION
PROJECT NO:
ISSUED FOR:
CHECK BY:
DRAWN BY:
SHEET NUMBER
ENGINEERS · SURVEYORS
LABORATORIES · DRILLING
3213 S WEST BYPASS
SPRINGFIELD, MO 65807
PHONE (417) 866-2741
SHEET TITLE
DATEDESCRIPTIONNO.
ISSUED FOR
ISSUED BY:
LICENSE NO:
ISSUED DATE:
GERBER COLLISION
& GLASS
WILLIAMS POINTE
WAUKEE, IA
CMH
JMD
JARED M. DAVIS
PE No. P25497
A LICENSED MISSOURI
ENGINEERING CORPORATION
COA 00062
22SP10014
PERMIT
06/07/2022
EXP: 12/31/2022
C8.1
ADS BED 2
STORMTECH
DETAILS 2
08/23/2022
6 CITY COMMENTS 09/15/2022
6
6
Digitally signed by Jared Davis, PE
DN: C=US,
E=jmdavis@andersonengineeringinc.com,
O="Anderson Engineering, Inc", OU=VP,
CN="Jared Davis, PE"
Date: 2022.09.16 07:42:42-05'00'
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
12" FES
1GN-01
COVER SHEET
NORTH
N:
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A
M
ENGINEER/SURVEYOR
MCCLURE ENGINEERING
1360 NW 121ST STREET
CLIVE, IOWA 50325
(515) 964-1229
TSMITH@MCCLUREVISION.COM
ATTN: TRENT SMITH
OWNER/APPLICANT
DSDH. WAUKEE, LLC
9251 WILLOW LANE
FREMONT, WI 54940
DAVID HERBECK
920-428-9028
DAVE@HERBECKDEVELOPMENT.COM
PROJECT LOCATION
VICINITY MAP
AL
I
C
E
S
R
D
SE UNIVERSITY AVE
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.
TRENT LUNDY SMITH, PE NO. 26452 DATE:
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022
PAGES OR SHEETS COVERED BY THIS SEAL:
1 - 3
SE
B
R
I
C
K
D
R
75'150'0
GRAPHIC SCALE
300'
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
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WILLIAMS POINTE COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IA
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LOT 1
2.18 AC
OUTLOT X
6.85 AC
Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS
4 GRADING AND EROSION CONTROL PLAN
5 SANITARY SEWER PLAN
6 STORM SEWER PLAN
SUBMITTAL DATE DESCRIPTION
1 5/10/2022 CITY SUBMITTAL #1
2 9/29/2022 CITY SUBMITTAL #2
3 10/17/2022 CITY SUBMITTAL #3
4 10/26/2022 CITY SUBMITTAL #4
ALL CONSTRUCTION SHALL BE COMPLETED IN
ACCORDANCE WITH THE 2022 IOWA STATEWIDE
URBAN DESIGN STANDARD AND
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
AND THE 2020 WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
2GN-02
GENERAL NOTES
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1. CONTRACTOR TO PROTECT EXISTING PAVEMENT UNLESS DESIGNATED FOR REMOVAL. DAMAGED PAVEMENT SHALL BE REMOVED AND REPLACED
AT THE CONTRACTOR'S EXPENSE.
2. CONTRACTOR TO CONFINE OPERATIONS TO PERMANENT AND TEMPORARY EASEMENTS AND DEVELOPER OWNED PROPERTY.
3. ALL TREES AND SHRUBS SHALL BE PROTECTED UNLESS DESIGNATED FOR REMOVAL IN THE PLANS.
4. CONTRACTOR SHALL SUBMIT ALL SUBGRADE AND PAVING MATERIAL TEST RESULTS TO THE PROJECT ENGINEER.
5. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING AND MAINTAINING A SET OF RECORD DRAWINGS. RECORD DRAWINGS SHALL SHOW ALL
CHANGES TO PLANS, AND REPRESENT THE AS-BUILT CONDITION. SUBMIT RECORD DRAWINGS TO ENGINEER PRIOR TO FINAL PAYMENT.
6. THE ENGINEER SHALL PROVIDE ALL CONSTRUCTION STAKING FOR PROJECT AND SHALL BE DISCUSSED IN DETAIL AT THE PRE-CONSTRUCTION
MEETING.
7. THE PLANS SHOW UTILITIES LOCATED WITHIN THE LIMITS OF THE WORK UNDER THIS CONTRACT. THE COMPLETENESS OR ACCURACY OF THE
INFORMATION SHOWN ON THE PLANS IS IN NO WAY IMPLIED OR GUARANTEED. THE CONTRACTOR SHALL OBTAIN THE LOCATION OF THE UTILITIES AND
SERVICES FROM THE VARIOUS PUBLIC UTILITY COMPANIES BEFORE BEGINNING ANY EXCAVATION AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGE
TO SAID UTILITIES AND SERVICES RESULTING FROM HIS OPERATIONS. ADDITIONAL COMPENSATION WILL NOT BE ALLOWED FOR THIS WORK AND
SHALL BE CONSIDERED INCIDENTAL TO OTHER AREAS OF WORK.
8. ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK ON THIS PROJECT. THE LIST OF STANDARD DETAILS
SHOWN ON THIS SHEET ARE BROUGHT TO THE CONTRACTOR'S ATTENTION. THIS TABULATION SHALL NOT BE CONSIDERED A COMPLETE LIST OF ALL
APPLICABLE STANDARD DETAILS.
9. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL SIDEWALKS, RAMPS, AND HANDICAP ACCESSIBLE SPACES TO SUDAS,
ADA, AND PROWAG SPECIFICATIONS.
10. CONTRACTOR TO DETERMINE ALL FIELD TILE LOCATIONS AND ELEVATIONS ACROSS ALL LOTS TO THE PLAT BOUNDARY AND PROVIDE
INFORMATION TO THE ENGINEER. A PLAN TO ADDRESS THE TILE LOCATIONS AND CONNECTIONS IS TO BE PROVIDED TO THE CITY FOR APPROVAL.
11. STORM SEWER WILL NEED TO BE TELEVISED ONCE COMPLETED.
12. SANITARY SEWER WILL NEED TO BE TELEVISED ONCE COMPLETED. PER SUDAS & WAUKEE SUPPLEMENTAL SPECIFICATIONS.
13. ALL SLURRY PRODUCED BY WET SAW CUTTING SHALL BE CONTAINED.
14. TESTING REPORTS NEED TO BE PROVIDED DURING GRADING OPERATIONS.
QUANTITIES NOTE FOR CONTRACTORS:
QUANTITIES PROVIDED ARE AT THE REQUEST OF THE CITY AND ARE NOT TO BE EXCLUSIVELY
USED FOR BIDDING PURPOSES. YOU ARE TO PERFORM YOUR OWN TAKEOFFS. PLEASE
QUESTION ANY DISCREPANCIES BY CALLING THE ENGINEER LISTED ON THE COVER SHEET.DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
06
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S89°46'47"E 364.16'(M)
S89°41'07"E 364.16'(R)
L=153.73'(M&R)
R=500.00'( M&R)
∆=17°36'58"(M&R)
CHD=S80°58'18"E(M)
CHD=S80°52'38"E(R)
CHD L=153.12'(M&R)
S72°
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L=393.47'(M)
L=393.47'(R)
R=1285.00'(M&R)
∆=17°32'39"(M)
∆=17°32'39"(R)
CHD=S9°03'18"W(M)
CHD L=391.94'(M)
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N89°56'22"W 555.79'(M)
N89°50'37"W 555.79'(R)
L=66.50'(M) 66.51'(R)
R=350.00'(M&R)
∆=10°53'13"(M&R)
CHD=N84°29'46"W(M)
CHD=N84°24'01"W(R)
CHD L=66.40'(M) 66.41'(R)
L=61.29'(M&R)
R=350.00'(M&R)
∆=10°02'00"(M)
∆=10°02'01"(R)
CHD=N84°04'10"W(M)
CHD L=61.21'(M)
STOP
MANHOLE: 1054.05
15" RCP FL OUT N: 1047.85
15" RCP FL IN S: 1047.85
MANHOLE: 1055.02
15" RCP FL OUT N: 1049.27
15" RCP FL IN E: 1049.34
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
MANHOLE=1046.22
30" RCP FL OUT SSW=1041.28
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
MANHOLE: 1052.22
PIPE NOT VISIBLE
BOTTOM OF WELL=10421.08
8" PVC FL OUT W: 1040.43
MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
FES 24 FL = 1043.41
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
MANHOLE=1046.99
30" RCP FL IN NNE=1041.26
30" RCP FL OUT S=1041.24 MANHOLE: 1055.58
TOP 4" PIPE W: 1050.62
TOP 4" PIPE E: 1050.58
BOTTOM OF WELL: 1050.12
MANHOLE: 1055.38
BOTTOM OF WELL: 1051.73
TWIN 4" PIPES, CAPPED
MANHOLE: 1047.33
BOTTOM OF WELL: 1044.23
TWIN 4" PIPES, CAPPED
12" FES
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
70.00
ROW
31.00
B-B
25.00
B-B
130.16
ROW
PARCEL ID: 1235302005
PARCEL ID: 1235351006
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
97.79
B-B
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2006 PAGE 5703, BOOK 2006
PAGE 5706, BOOK 2006 PAGE 5707
TEMPORARY STORM SEWER AND
OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16161
50.00' ACCESS EASEMENT
BOOK 2017 PAGE 3887
30.00' OVERLAND FLOWAGE EASEMENT
BOOK 2004, PAGE 16172
BOOK 2004, PAGE 16177
10.00' PUE
BOOK 2004, PAGE 16172
10.00' QWEST EASEMENT
BOOK 2010 PAGE 17568
10.00' PUE, BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2006 PAGE 5709
20.00' OVERLAND FLOWAGE EASEMENT,
BOOK 2006 PAGE 5703, BOOK 2004 PAGE 16159, BOOK 2004, PAGE 16164
10.00' PUE BOOK 2017 PAGE 4498
25.00' INGRESS/EGRESS EASEMENT
BOOK 2015 PAGE 5057
50.00' INGRESS/EGRESS, SANITARY SEWER
AND WATER MAIN EASEMENT
BOOK 2006, PAGE 5703
20.00' RIGHT OF WAY
BOOK 2017 PAGE 4495, BOOK 2017 PAGE 3886
20.00' RIGHT OF WAY
BOOK 2017 PAGE 3887
BOOK 2017 PAGE 4499
BOOK 2017 PAGE 4500
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017, PAGE 4498
TEMPORARY CONSTRUCTION EASEMENT
BOOK 2017 PAGE 4502
BOOK 2017, PAGE 4499
36.00'
B-B
Des Moines, Iowa
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
063EX-01
EXISTING CONDITIONS
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GRAPHIC SCALE
100
NORTH
10.0000' PUE
BOOK 2004 PAGE 16159
(TO BE VACATED)
10.00' PUE
BOOK 2004 PAGE 16172
(TO BE VACATED)
10.00' PUE
BOOK 2006
PAGE 5709
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SW-301
SW-301
EXISTING-SW-301
94,861 SF
2.18 AC
LOT 1
298,241 SF
6.85 AC
OUTLOT X
S89°46'47"E
285.34'
S89°46'47"E
78.82'
L=153.73'
R=500.00'
∆=17°36'58"
CHD=S80°58'18"E
CHD L=153.12'
S72°
0
9
'
4
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"
E
238.8
6
'
L=222.77'
R=1285.00'
∆=9°55'58"
CHD=S12°51'39"W
CHD L=222.49'
L=170.70'
R=1285.00'
∆=7°36'41"
CHD=S4°05'19"W
CHD L=170.58'
S00°16'59"W
94.60'
N89°56'22"W
555.79'
L=66.50'
R=350.00'
∆=10°53'13"
CHD=N84°29'46"W
CHD L=66.40'
L=61.29'
R=350.00'
∆=10°02'00"
CHD=N84°04'10"W
CHD L=61.21'
N0
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STOP
MANHOLE: 1054.05
15" RCP FL OUT N: 1047.85
15" RCP FL IN S: 1047.85
MANHOLE: 1055.02
15" RCP FL OUT N: 1049.27
15" RCP FL IN E: 1049.34
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
MANHOLE=1046.22
30" RCP FL OUT SSW=1041.28
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
MANHOLE: 1052.22
PIPE NOT VISIBLE
BOTTOM OF WELL=10421.08
8" PVC FL OUT W: 1040.43
MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
FES 24 FL = 1043.41
BUILDING
MANHOLE: 1048.92
18" RCP FL OUT SW: 1045.27
18" RCP FL IN E: 1045.29
MANHOLE: 1050.54
18" RCP FL OUT W: 1046.95
18" RCP FL IN SE: 1046.98
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
MANHOLE: 1051.29
15" RCP FL OUT SW: 1047.79
GUTTER: 1050.90
15" RCP FL IN NE: 1047.20MANHOLE: 1051.41
18" RCP FL OUT NW: 1047.16
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
MANHOLE=1046.99
30" RCP FL IN NNE=1041.26
30" RCP FL OUT S=1041.24 MANHOLE: 1055.58
TOP 4" PIPE W: 1050.62
TOP 4" PIPE E: 1050.58
BOTTOM OF WELL: 1050.12
MANHOLE: 1055.38
BOTTOM OF WELL: 1051.73
TWIN 4" PIPES, CAPPED
MANHOLE: 1047.33
BOTTOM OF WELL: 1044.23
TWIN 4" PIPES, CAPPED
12" FES
70.00
ROW
31.00
B-B
25.00
B-B
130.16
ROW
97.79
B-B
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
064GR-01
CONTROL PLAN
EROSION & SEDIMENT
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25 500
GRAPHIC SCALE
100
NORTH
30' LA
N
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DUMPSTER
LINED OR ROLL
OFF WASH OUT
STAGING AREA /
EQUIPMENT STORAGE
PORTABLE RESTROOM
W PR
ROCK CONSTRUCTION
ENTRANCE 24' x 60 '
SILT FENCE
(TYP)
ITEM QUANTITY UNIT
SILT FENCE 1550 LINEAR FEET
BELOW GRADE INTAKE
PROTECTION (POST PAVING)5 EACH
ROCK CONSTRUCTION
ENTRANCE 1 EACH
STAGING AREA 1 EACH
DUMPSTER 1 EACH
PORTABLE RESTROOM 1 EACH
WASH OUT 1 EACH
DISTURBED AREA 1.95 ACRE
TOP SOIL
STOCKPILE
LOCATION
APPROXIMATE LIMITS
OF DISTRURBANCE
DISCHARGE POINT #2 -
TO SUGAR CREEK
TRIBUTARIES
DISCHARGE POINT #1 -
TO SUGAR CREEK
TRIBUTARIES
ST-100
1030
1035
1040
1045
1050
1055
1060
1030
1035
1040
1045
1050
1055
1060
100+00
10
4
8
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5
3
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10
4
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5
3
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10
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8
6
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101+00
10
5
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10
5
0
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1
8
F
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10
5
0
.
9
7
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10
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0
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9
7
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102+00
10
5
1
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1
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10
5
1
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1
8
F
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10
4
9
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1
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10
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1
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103+00
10
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5
2
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10
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1
F
G
10
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9
.
0
1
E
G
104+00
10
4
9
.
1
8
E
G
10
4
9
.
1
8
F
G
10
4
9
.
1
5
F
G
10
4
9
.
1
5
E
G
104+91
10
4
9
.
1
0
E
G
10
4
9
.
1
0
F
G
SS
M
H
-
1
0
1
(
S
W
-
3
0
1
,
4
8
"
D
I
A
.
)
PI
P
E
S
T
A
=
1
0
0
+
3
0
.
7
3
RI
M
=
1
0
4
9
.
5
3
(
1
2
.
3
2
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D
E
P
T
H
)
IN
V
.
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N
(
E
)
=
1
0
3
8
.
0
0
P
-
1
0
2
IN
V
.
O
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T
(
S
)
=
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0
3
7
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2
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P
-
1
0
1
SS
M
H
-
1
0
2
(
S
W
-
3
0
1
,
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8
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D
I
A
.
)
PI
P
E
S
T
A
=
1
0
0
+
9
6
.
0
9
RI
M
=
1
0
5
0
.
1
3
(
1
1
.
8
0
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D
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P
T
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)
IN
V
.
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N
(
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)
=
1
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8
.
5
8
P
-
1
0
3
IN
V
.
O
U
T
(
W
)
=
1
0
3
8
.
3
3
P
-
1
0
2
P-102
65.43 LF
8" PVC @ 0.50%
P-103
178.43 LF
8" PVC @ 0.50%
SS
M
H
-
1
0
3
(
S
W
-
3
0
1
,
4
8
"
D
I
A
.
)
PI
P
E
S
T
A
=
1
0
2
+
7
4
.
5
2
RI
M
=
1
0
4
8
.
4
8
(
9
.
2
0
'
D
E
P
T
H
)
IN
V
.
I
N
(
N
)
=
1
0
3
9
.
7
3
P
-
1
0
4
IN
V
.
O
U
T
(
S
)
=
1
0
3
9
.
4
8
P
-
1
0
3
P-104
181.12 LF
8" PVC @ 0.50%
SS
M
H
-
1
0
4
(
S
W
-
3
0
1
,
4
8
"
D
I
A
.
)
PI
P
E
S
T
A
=
1
0
4
+
5
5
.
6
4
RI
M
=
1
0
4
9
.
1
5
(
8
.
7
9
'
D
E
P
T
H
)
IN
V
.
O
U
T
(
S
)
=
1
0
4
0
.
6
3
P
-
1
0
4
EXISTING-01 (EXISTING-SW-301, 48" DIA.)
PIPE STA = 100+05.00
RIM = 1048.62 (11.54' DEPTH)
INV. IN (N) = 1037.08 P-101
P-101
25.73 LF
8" PVC @ 0.50%
+
10
0
00
+
10
1
00
+
10
2
00
+
10
3
00
+
10
4
00
+
10
4
91
STOP
SSMH-102 (SW-301, 48" DIA.)
PIPE STA = 100+96.09
RIM = 1050.13 (11.80' DEPTH)
INV. IN (N) = 1038.58 P-103
INV. OUT (W) = 1038.33 P-102
SSMH-101 (SW-301, 48" DIA.)
PIPE STA = 100+30.73
RIM = 1049.53 (12.32' DEPTH)
INV. IN (E) = 1038.00 P-102
INV. OUT (S) = 1037.21 P-101
SSMH-104 (SW-301, 48" DIA.)
PIPE STA = 104+55.64
RIM = 1049.15 (8.79' DEPTH)
INV. OUT (S) = 1040.63 P-104
SSMH-103 (SW-301, 48" DIA.)
PIPE STA = 102+74.52
RIM = 1048.48 (9.20' DEPTH)
INV. IN (N) = 1039.73 P-104
INV. OUT (S) = 1039.48 P-103
P-104, 8" PVC
P-103, 8" PVC
P-102, 8" PVC
SE ALICES ROAD
PROPOSED 30' PRIVATE
SANITARY EASEMENT
102°
102°
MANHOLE: 1048.92
18" FL OUT SW: 1045.27
MANHOLE: 1048.96
24" RCP FL OUT W: 1043.67
24" RCP FL IN E: 1043.75
GUTTER: 1048.94
BOTTOM WELL: 1045.79
GUTTER: 1045.24
8" CMP FL IN N: 1043.46
24" RCP FL IN N: 1042.34
8" CMP FL IN E: 1042.34
24" RCP FL OUT S: 1042.3
GUTTER: 1045.43
24" RCP FL IN N: 1041.68
24" RCP FL IN E: COULD NOT DIP
MANHOLE=1046.22
30" RCP FL S=1041.28
GUTTER: 1044.67
12" RCP FL OUT
W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
12" RCP FL OUT
W: 1039.53
8" CMP FL IN
E: 1040.66FES 24 FL = 1043.41
GUTTER: 1048.92
24" RCP FL OUT NW: 1044.33
18" RCP FL IN NE: 1044.51
SANITARY MANHOLE: 1048.57
8" PVC FL IN N: 1037.08
8" PVC FL IN E : 1037.08
8" PVC FL OUT S: 1036.98
PRIVATE DRIVE
CONTRACTOR TO FIELD VERIFY
LOCATION AND ELEVATION
OF EXISTING SANITARY SEWER
STUB
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
065SA-01
AND PROFILE
SANITARY PLAN
NORTH
20'40'0
GRAPHIC SCALE
80'
LOT 1
2.18 AC
OUTLOT X
6.85 AC
SE
A
L
I
C
E
'
S
R
D
.
EXISTING SW-505
FES
94,861 SF
2.18 AC
LOT 1
298,241 SF
6.85 AC
OUTLOT X
S89°46'47"E
285.34'
S89°46'47"E
78.82'
CHD L=153.12'
S72°0
9
'
4
9
"
E
238.8
6
'
N0
0
°
1
3
'
0
8
"
E
56
6
.
9
7
'
N71°
3
3
'
2
2
"
W
429.9
9
'
N0
0
°
0
0
'
0
0
"
E
17
8
.
3
6
'
P-
1
0
4
,
8
"
P
V
C
P-1, 15" RCP
EX-01, 15" RCP
GUTTER: 1044.67
15" RCP FL OUT W: 1041.09
8" CMP FL IN E: 1041.97
8" CMP FL IN E: 1041.97
GUTTER: 1043.21
15" RCP FL OUT W: 1039.53
8" CMP FL IN E: 1040.66
BUILDING
12" FES
1045104210431044 1046 1047 104
8
FES-1, FES
PIPE STA = 100+48.63
INV. OUT (W) = 1040.65 P-1
P-1
46.13 LF
15" RCP @ 2.06%
-3
1
.
9
1
%
-3
0
.
6
1
%
-2.04%
1030
1035
1040
1045
1050
1055
1060
1030
1035
1040
1045
1050
1055
1060
99+75
E
G
F
G
100+00
E
G
F
G
10
4
5
.
9
2
F
G
10
4
5
.
9
2
E
G
101+00
E
G
F
G
P-1
46.13 LF
15" RCP @ 2
.
0
6
%
FE
S
-
1
,
F
E
S
ST
A
=
1
0
0
+
4
8
.
6
3
RI
M
=
1
0
4
1
.
4
1
IN
V
.
O
U
T
(
W
)
=
1
0
4
0
.
6
5
P
-
1
ST
R
C
-
2
7
,
E
X
I
S
T
I
N
G
S
W
-
5
0
5
ST
A
=
1
0
0
+
0
2
.
5
0
RI
M
=
1
0
4
3
.
8
1
IN
V
.
I
N
(
E
)
=
1
0
3
9
.
7
0
P
-
1
IN
V
.
O
U
T
(
W
)
=
1
0
3
9
.
5
3
E
X
-
0
1
DRAWING NO.
CHECKED BY
ENGINEER
SHEET NO.
FIELD BOOK NO.
DRAWN BY
REVISIONS
NOTICE:
McClure Engineering Company waives any and all
responsibility and liability for problems which arise from
failure to follow these Plans, Specifications, and the
engineering intent they convey, or for problems which arise
from failure to obtain and/or follow the engineers guidance
with respect to any errors, omissions, inconsistencies,
ambiguities, or conflicts which are alleged.
COPYRIGHT:
Copyright and property rights in these documents are
expressly reserved by McClure Engineering Company. No
reproductions, changes, or copies in any manner shall be
made without obtaining prior written consent from McClure
Engineering Company.
1360 NW 121ST. Street
Clive, Iowa 50325
515-964-1229
fax 515-964-2370
making lives better
WILLIAMS POINTE
COMMERCIAL PLAT 1
CONSTRUCTION DRAWINGS
WAUKEE, IOWA
20218038-000
MAY 2022
T SMITH T SMITH
--
.
.
.
.
.
066ST-01
GENERAL LAYOUT
N:
\
P
r
o
j
e
c
t
s
\
W
A
K
2
0
2
1
8
0
3
8
\
D
w
g
s
\
P
l
a
n
s
\
S
a
n
i
t
a
r
y
C
o
n
s
t
r
u
c
t
i
o
n
D
r
a
w
i
n
g
s
\
S
T
-
0
1
.
d
w
g
10
/
2
6
/
2
0
2
2
9
:
1
4
A
M
25 500
GRAPHIC SCALE
100
NORTH
NOTE: PROPOSED PIPE AND STORMWATER FLOWAGE EASEMENT
MAY BE ABANDONED TO ACCOMMODATE FUTURE DEVELOPMENT
IN THIS SUBDIVISION. COST OF ABANDONMENT SHALL BE
INCURRED BY FUTURE TENANT AND RELOCATED STORM SEWER
SHALL BE PROVIDED TO CONVEY LOT 1'S ALLOWABLE DISCHARGE
TIE TO EXISTING SW-505
PROPOSED FL = 1039.70
TOP OF SWALE = 1045.35
100-YEAR ELEVATION = 1044.26EMERGENCY OVERFLOW
ELEVATION = 1045.00
REMOVE AND REPLACE
25'± OF 5' SIDEWALK
FLOOR FINISH
00'-0"
FASCIA
26'-0"
TOP OF PARAPET
23'-4"
1 WEST ELEVATION
SCALE: 1/8" = 1'-0"
12'-0"
11
STOREFRONT BEYOND
1320 SF
74 SF
76 SF
612 SF
342 SF
FAUX BRICK
CONC. BLK
FAUX STONE
EIFS
WINDOWS
54.1%
3.1%
3.1%
25.4%
14.3%
TOTALS 2438 100.0%
MATERIAL QUANITY LEGEND:
FLOOR FINISH
00'-0"
TOP OF PARAPET
26'-0"
1
2 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
TOP OF PARAPET
21'-8"
TOP OF BULKHEAD
12'-0"
TOP OF OPENING
14'-0"
OPEN TO BEYOND
T.O. PARAPET
23-4"
TOP OF PARAPET
25-4"
BEYOND
BEYOND
2891
140 SF
210 SF
293 SF
324 SF
72 SF.
FAUX BRICK
CONC. BLK
FAUX STONE
EIFS
OVERH'D DOOR
DOORS
73.5%
3.6%
5.4%
7.5%
8.2%
1.8%
TOTALS 3930 SF.100.0%
MATERIAL QUANITY LEGEND:
TOP OF PARAPET
23'-4"
FLOOR FINISH
00'-0"
T.O. FASCIA
26'-0"
B.O. SIGN BULKHEAD
112'-0"
TOP OF PARAPET
23'-4"
4 NORTH ELEVATION
SCALE: 1/8" = 1'-0"
XXXX114'-0"
T.O. PARAPET
21-8"
OPEN TO BEYOND
TOP OF PARAPET
25'-4"
3047 SF
136 SF
21O SF
308 SF
96 SF
166 SF.
FAUX BRICK
CONC. BLK
FAUX STONE
EIFS
MAN DOORS
OVERH'D DOORS
76.9%
3.4%
5.3%
7.8%
2.4%
4.2%
TOTALS 3963 SF.100.0%
MATERIAL QUANITY LEGEND:
FLOOR FINISH
U00'-0"
TOP OF PARAPET
23'-4"
3 EAST ELEVATION
SCALE: 1/8" = 1'-0"
BOTTOM OF RELIEF
14'-0"1811 SF
132 SF
48 SF.
FAUX BRICK
CONC. BLK
MAN DOORS
77.9%
5.7%
2.1%
TOTALS 2324 SF.100.0%
MATERIAL QUANITY LEGEND:
333 SF.OVERH'D DOORS 14.3%
EXTERIOR FINISHES
KEY
1
2
3
4
5
6
THIN BRICK BY
ENICOTT BRICK
EIFS
ALUM/GLASS STOREFRONT
CAP FLASHING
MAN DOOR
GLAZED BLACK - SN8
GLAZED BLACK
GLAZED GRAY - SN4
GLAZED GRAY
PPG #287 CUSTOM BLUE
DARK ANODIZE DARK BRONZE
PAINT TO MATCH ADJACENT COLOR
PPG #430 DARK GRAY
MODULAR SIZE
-
-
-
-
7
8
9
10
OVERHEAD DOOR
SIGN
WALL MOUNTED LIGHT
MECHANICAL GRILLE
PAINT PPG #287 CUSTOM BLUE
PROPOSED SIGN LOCATION. SHOWN FOR REFERENCE ONLY.
SIGN VENDOR TO INSTALL UNDER SEPARATE PERMIT.
GC TO PROVIDE EXTERIOR GRADE PLYWOOD SUBSTRATE AT ALL
SIGN LOCATIONS.
DARK BRONZE
PAINT TO MATCH ADJACENT COLOR
MATERIAL COLOR REMARKS
MODULAR SIZE
11 FAUX STONE WOLF CREEK COUNTRY LEDGESTONE WITH MORTAR BY BY CULTURED STONE
12 PAINTED SMOOTH FACE
CONC. BLOCK (CUT SOAPS)
PPG #287 CUSTOM BLUE SMOOTH FACE 6-2150Xl, SPEEDHIDE EXT.STATIN
FAUX BRICK BY
ENDICOTT BRICK
13 FAUX BRICK BY
CULTURE STONE CO.
GLAZED BLACK - SNB
(DARK GRAY)
MODULAR SIZE - SOLDIER COURSES
14 METAL SCUPPER AND PAINT TO MATCH LIGHT GRAY BRICK SEE DETAIL 1 ON SHEET A-103
6 STONE SAMPLE VIEW
SCALE: NON
SUEDE LIMESTONE BY CULTURED STONE COMPANY
"NIGHTFALL" COLOR WATER TABLE BY CULTURED STONE
PROVIDE 8"DIA. X 6'-0"H
CONC. FILLED PIPE
BOLLARD PROTECTION.
NOTE: CONTRACTOR TO
INSTALL NO TRESPASSING
SIGN ON DUMPSTER.
8"DIA. PIPE
BOLLARD PAINT YELLOW
GALV MTL GATE - PAINT
TO MATCH BLDG.
18"L X 3/4"D CANE BOLT
PAD LOCK AND HASP.
DIAG. BRACING @ EACH
PANEL.
24"L X 3/4"D CANE BOLT
TYP @ EA GATE PANEL.
PROVIDE 6" X 4'-0" HIGH PIPE BOLLARD
PROTECTION AT REAR OF DUMPSTER
CAVITY. PAINT "SAFETY YELLOW"
TYP
PAINT SAFETY YELLOW
DUMPSTER DUMPSTER DUMPSTER
6'
-
0
"
30'-812"
11
'
-
4
"
8"
8"
6"
10
'
-
0
"
812"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"
3'-8"
8"
30'-8"
6'
-
0
"
10'-4"1'-4"17'-8"
1 DUMPSTER ENCLOSURE PLAN VIEW
SCALE: 1/4" = 1'-0"
3 DUMPSTER ENCLOSURE ELEVATION
SCALE: 1/4" = 1'-0"
5 DUMPSTER ENCLOSURE ELEVATION
SCALE: 1/4" = 1'-0"
8" SMOOTH-FACE
SOLID CORE CMU
WALL CAP
PAINT TO MATCH FINISH 1
8" SMOOTH-FACE
CMU PAINT TO
MATCH FINISH 1
8"DIA. PIPE
BOLLARD PAINT YELLOW
8" SMOOTH-FACE
SOLID CORE CMU
WALL CAP
PAINT TO MATCH FINISH 1
8" SMOOTH-FACE
CMU PAINT TO
MATCH FINISH 1
8" SMOOTH-FACE
CMU PAINT TO
MATCH FINISH 1
WI
L
L
I
A
M
S
P
O
I
N
T
E
S.
E
.
BR
I
C
K
R
O
A
D
WA
U
K
E
E
,
I
O
W
A
GE
R
B
E
R
C
O
L
L
I
S
I
O
N
45 SPYGLASS DRIVE
LITTLETON, COLORADO 80123
VOICE: 303.881-8925
NORMHERMAN@ARCODEV.COM
ARCHITECT
NORMAN L. HERMAN
A-211
EXTERIOR
ELEVATIONS