HomeMy WebLinkAbout2024-02-20 I08A-B James Pointe Plat 4_Final Plat, Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: February 20, 2024
AGENDA ITEM: Consideration of approval of a resolution approving a site plan and final plat for
James Pointe Plat 4 (230 NW 17th Street)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Waukee Land Investment, LLC requests approval of a site
plan to authorize the construction of two cold storage buildings. The site is located west of NW 17th Street
and north of Hickman Road. Building 1 is 22,950 square feet in area and will have 27 units. Building 2 is
42,000 square feet in area and will have 86 units. Both buildings will be between 17-18 feet in height. No
monument sign or trash enclosure is being proposed.
There are two accesses into the site; one from NW 17th Street and another from NW Gettysburg Lane.
Each building will face the interior of the lot with a drive aisle between and around the west side of the
buildings. A pedestrian connection is provided into the site from NW 17th Street. A total of four parking
spaces are required and they provide nine parking spaces including one that is accessible.
The site will be serviced with public utilities that have been extended throughout the overall plat. Storm
water detention is provided with two basins along the east and south side of the site.
The elevations of the building are proposed to be constructed mainly of Versetta stone and architectural
metal paneling in shades of gray. Transom windows have been added to enhance the side and rear
elevations.
The purpose of the final plat is to combine James Pointe Plat 1 Lots 18-19 from two lots into one lot for
the purpose of this development. Lot 1 will be 5.30 acres.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the December 12, 2023, Commission Meeting and recommended approval
subject to remaining staff comments:
Item 5, 6: Approval of a Final Plat and Site Plan for James Pointe Plat 4 (230 NW 17th Street)
Bill Mettee, Planner, introduced the request for approval of a final plat and site plan for a cold storage
facility, as presented by the applicant, Waukee Land Investment, LLC, represented by Korey Marsh, P.E.,
Snyder & Associates.
The property is generally located north of Hickman Road and west of NW 17th Street, containing
approximately 5.30-acres.
I8A-B
The site plan identifies the construction of two buildings to be used as cold storage facilities. Building 1
is proposed to be 22,950 square feet and will have 27 storage units. Building 2 is proposed to be 42,000
square feet and will have 86 storage units. Each building will face the interior of the lot with a drive aisle
between the buildings and around the west side of the site. The buildings will be 17 and 18 feet in height.
No monument signs or trash enclosures are proposed. There will be no offices or on-site employees.
Two accesses are provided to the site. One entrance is on the south side of the site from NW 17th Street
and the second access is from the north, from NW Gettysburg Lane. A total of four (4) parking spaces are
required and the applicant is providing nine (9) spaces, including one accessible stall. A five-foot-wide
sidewalk will be constructed on the south side of NW Gettysburg Lane for the length of the existing
street. A five-foot-sidewalk will also be installed along the west side of NW 17th Street.
The site will be serviced with all public utilities, which are installed in the immediate vicinity of NW
Gettysburg Lane/NW 17th Street. Stormwater detention will be provided with two basins along the east
side and south side of the site.
A minimum of 15% of the project area is required to be open space. The total amount of open space
proposed is 42.7%. A 40-foot landscape buffer is required along the west property line with a total of 162
trees provided. The plantings shown on the landscape plan meet the minimum requirement of the
Landscape & Open Space Ordinance.
Colored building elevations are included for review. The building is proposed to be constructed
predominantly of Versetta stone and architectural metal paneling in shades of gray. Transom windows
have been added to enhance the side and rear elevations.
The final plat identifies two existing lots (James Pointe Plat 1 Lots 18 and 19) being combined into one
lot. The size of Lot 1 is 231,510-square feet and 5.30 acres in area.
The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan
Ordinance, and Comprehensive Plan. Staff recommends approval of the final plat and site plan subject to
remaining staff comments and review of the legal documents.
Discussion as follows:
• General discussion of use of the site (storage) and that any trash will be hauled offsite by
occupants due to no trash enclosures being part of the design
Motion by Commissioner Beenken for approval of a final plat for James Pointe Plat 4, seconded by
Commissioner Tessau. Ayes: Beenken, Koelker, Broderick, Streit and Tessau. Nays: None. Motion
carried.
Motion by Commissioner Streit for approval of a final site plan for James Pointe Plat 4, seconded by
Commissioner Beenken. Ayes: Beenken, Koelker, Broderick, Streit and Tessau.
Nays: None. Motion carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Bill Mettee, Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2024-
APPROVING THE FINAL PLAT FOR JAMES POINTE PLAT 4
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, Waukee Land Investment, LLC, has requested final plat approval of James Pointe Plat 4
(the “Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat
on December 12, 2023, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for James Pointe Plat 4 and the documents relating thereto will comply
with section §176 – Subdivision Regulations of the Waukee Municipal Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this
20th day of February, 2024, that the Final Plat for James Pointe Plat 4 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. Public Storm Water Detention Easement
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
R. Charles Bottenberg
Chris Crone
Rob Grove
Anna Bergman Pierce
Ben Sinclair
THE CITY OF WAUKEE, IOWA
RESOLUTION 2024-
APPROVING THE SITE PLAN FOR JAMES POINTE PLAT 4
(230 NW 17TH STREET)
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 James Pointe Plat 4, subject to remaining staff comments on December 12,
2023; AND,
WHEREAS, the Site Plan for James Pointe Plat 4 is in general conformance with §160 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for James Pointe Plat 4 is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 20th day of February, 2024 that the Site Plan for James Pointe Plat 4 is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
R. Charles Bottenberg
Chris Crone
Rob Grove
Anna Bergman Pierce
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: James Pointe Plat 4 Lot 1 – Final Plat
& Site Plan
PREPARED BY: Bill Mettee – Planner
REPORT DATE: December 8, 2023
MEETING DATE: December 12, 2023
GENERAL INFORMATION
Applicant / Owner: Waukee Land Investment, LLC
Engineer: Korey Marsh, P.E., Snyder & Associates
Request: The applicant is requesting approval of a final plat
and site plan for a cold storage facility.
Location and Size: Property is located north of Hickman Road and
west of NW 17th Street, containing approximately
5.30-acres.
Property Address: 230 NW 17th Street
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
December 7, 2023
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Mixed Use M-1 (Light Industrial District)
North Vacant - Undeveloped Mixed Use M-1 (Light Industrial District)
South Vacant - Undeveloped Mixed Use C-1 (Community and
Highway Service
Commercial District)
East Keystone Construction
Services
Mixed Use M-1 (Light Industrial District)
West Vacant - Undeveloped Mixed Use A-1 (Agricultural District)
PROJECT DESCRIPTION
The site plan identifies the construction of two buildings to be used as cold storage facilities. Building 1 is
proposed to be 22,950 square feet and will have 27 storage units. Building 2 is proposed to be 42,000 square
feet and will have 86 storage units. Each building will face the interior of the lot with a drive aisle between the
buildings and around the west side of the site. The buildings will be 17 and 18-feet in height. No monument
signs or trash enclosures are proposed. There will be no offices or on-site employees.
Table 1 below summarizes the bulk regulations that are applicable to the proposed development. The site plan
demonstrates compliance with the bulk regulations.
Table 1: Bulk Regulations for the M-1 District
Category M-1 (minimum)
Front Yard Setback 30 feet
Rear Yard Setback 30 feet, unless the rear lot line adjoins a railroad right-of-
way, in which case, none required.
Side Yard Setback None required except when adjacent to R or C-1 Districts
or street right-of-way line, a side yard of 40-feet shall be
required.
Maximum Height | Stories 40-feet and 3-stories
ACCESS AND PARKING
Two accesses are provided to the site. One entrance is on the south side of the site off of NW 17th Street and
the second access is from the north off of NW Gettysburg Lane. A total of four (4) parking spaces are
required and the applicant is providing nine (9) spaces, including one accessible stall.
SIDEWALKS/TRAILS
A 5-foot-wide sidewalk will be constructed on the south side of NW Gettysburg Lane for the length of the
existing street. A 5-foot sidewalk will also be installed along the west side of NW 17th Street.
December 7, 2023
3 of 3
UTILITIES
The site will be serviced with all public utilities, which are installed in the immediate vicinity of NW
Gettysburg Lane / NW 17th Street. Stormwater detention will be provided with two basins along the east side
and south side of the site.
LANDSCAPING & OPEN SPACE
A minimum of 15% of the project area is required to be open space. The total amount of open space
proposed is 42.7%. A 40-foot landscape buffer is required along the west property line with a total of 162
trees provided. The plantings shown on the landscape plan meet the minimum requirements of the Landscape
& Open Space Ordinance.
ELEVATIONS
Colored building elevations are included for review. The building is proposed to be constructed predominantly
of Versetta stone and architectural metal paneling in shades of gray. Transom windows have been added to
enhance the side and rear elevations.
LOTS
The final plat identifies two existing lots (James Pointe Plat 1 Lots 18 and 19) being combined into one lot. The
size of Lot 1 is 231,510-square feet and 5.30 acres in area.
STAFF RECOMMENDATION
The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan
Ordinance, and Comprehensive Plan. Staff recommends approval of the final plat and site plan subject to
remaining staff comments and review of the legal documents.
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SITE PLAN
FOR
JAMES POINTE PLAT 4, LOT 1
230 NW 17TH STREET
CITY OF WAUKEE, DALLAS COUNTY, IOWA
VICINITY MAP SCALE: 1" = 500'I hereby certify that this engineering document
was prepared by me or under my direct personal
supervision and that I am a duly licensed
Professional Engineer under the laws of the
State of Iowa.
Korey M. Marsh, P.E.Date
License Number P25347
My License Renewal Date is December 31, 2024
Pages or sheets covered by this seal:
KOREY M.
MARSH
P25347
D P R O F E
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OWNER/APPLICANT
WAUKEE LAND INVESTMENT, LLC.
9235 SWANSON BLVD
CLIVE, IA 50325
CONTACT: CASEY SHELTON
PHONE: (515) 499-6194
ENGINEER
SNYDER & ASSOCIATES
2727 SW SNYDER BLVD.
ANKENY, IOWA 50023
CONTACT: KOREY MARSH
PHONE: (515) 964-2020
C100-C403
NW GETTYSBURG LANE
NW VICKSBURG CT
NW VENTURE DRIVE
US HIGHWAY 6
T
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Sheet List Table
Sheet Number Sheet Title
C100 TITLE SHEET
C101 PROJECT INFORMATION
C200 DIMENSION PLAN
C300 UTILITY PLAN
C301 STORM SEWER PLAN
C400 GRADING AND EROSION CONTROL PLAN
C401 DETAILED GRADING PLAN
C402 DETAILED GRADING PLAN
C403 RAMP DETAILS
C500 PLANTING PLAN
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UTILITY QUALITY SERVICE LEVELS
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE
UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON
THE CI / ASCE 38-02 STANDARD.
QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS
OR ORAL RECOLLECTIONS.
QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING
VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL
JUDGMENT IN CORRELATING THIS INFORMATION WITH
QUALITY D INFORMATION.
QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF
APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE
AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND
UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY
EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION,
MATERIAL, AND OTHER CHARACTERISTICS.
UTILITY WARNING
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN
COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR
SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
FEATURES EXISTING PROPOSED
Spot Elevation
Contour Elevation
Fence (Barbed, Field, Hog)
Fence (Chain Link)
Fence (Wood)
Fence (Silt)
Tree Line
Tree Stump
Deciduous Tree \\ Shrub
Coniferous Tree \\ Shrub
Communication
Overhead Communication
Fiber Optic
Underground Electric
Overhead Electric
Gas Main with Size
High Pressure Gas Main with Size
Water Main with Size
Sanitary Sewer with Size
Duct Bank
Test Hole Location for SUE w/ID
(*) Denotes the survey quality service level for utilities
Sanitary Manhole
Storm Sewer with Size
Storm Manhole
Single Storm Sewer Intake
Double Storm Sewer Intake
Fire Hydrant
Fire Hydrant on Building
Water Main Valve
Water Service Valve
Well
Utility Pole
Guy Anchor
Utility Pole with Light
Utility Pole with Transformer
Street Light
Yard Light
Electric Box
Electric Transformer
Traffic Sign
Communication Pedestal
Communication Manhole
Communication Handhole
Fiber Optic Manhole
Fiber Optic Handhole
Gas Valve
Gas Manhole
Gas Apparatus
Fence Post or Guard Post
Underground Storage Tank
Above Ground Storage Tank
Sign
Satellite Dish
Mailbox
Sprinkler Head
Irrigation Control Valve
LEGEND
○
1
2
2
5
X 1225.25
●
X
1
2
2
5
1225.25
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 11579
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Minimum Protection Elevation MPE
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
CONTROL POINTS
IOWA SOUTH STATE PLANE COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CP1 N=589300.30 E=1529463.41 Z=1030.08
SET CUT "X" ON TOP CURB LOCATED EAST SIDE NW 17TH STREET
ACROSS FROM 1ST POWER POLE NORTH OF NW VENTURE
STREET. (AS SHOWN ON SURVEY)
CP2 N=589746.78 E=1529777.20 Z=1031.27
SET CUT "X" ON TOP CURB LOCATED NE QUADRANT NW 17TH
STREET AND NW VICKSBURG CT., AT CURB DROP. (AS SHOWN ON
SURVEY)
CP3 N=590360.86 E=1529779.24 Z=1031.19
SET CUT "X" ON TOP CURB LOCATED NE QUADRANT NW 17TH
STREET AND NW GETTYSBURG LANE, AT EOR. (AS SHOWN ON
SURVEY)
CP4 N=590336.98 E=1529512.16 Z=1031.96
SET CUT "X" ON TOP CURB LOCATED NORTH SIDE NW
GETTYSBURG LN. AT WEST END OF ROAD AT CURB DROP, NW
CORNER SITE. (AS SHOWN ON SURVEY)
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
BM501 N=589786- E=1529726- Z=1033.39
BURY BOLT ON HYDRANT LOCATED WEST SIDE NW 17TH
STREET, 1ST HYDRANT NORTH OF NW VENTURE STREET.
(AS SHOWN ON SURVEY)
DATE OF SURVEY
AUGUST 31, 2023
NOTES
A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY
LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION
SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2023 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS, 2023 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND THE SOILS REPORTS PREPARED BY OTHERS.
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.
D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO
THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY
ANTICIPATED LANE CLOSURE.
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE
COMMUNITY DEVELOPMENT DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM DENSITY.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON THE AS-BUILT
DOCUMENTS.
I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS
MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE
ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE
IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED
WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED
OFF-SITE WASTE SITE.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES TO
CONFORM TO SUDAS SPECIFICATIONS SECTION 2010.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY
CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO
BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL
EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE
PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER SHALL BE CONSTRUCTED OF
REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE
OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION ACTIVITIES
BEGINNING.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN FACILITIES.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY
DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE
CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING
AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE
VACUUM TESTED.
W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALKS AND PCC
PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE SEALED.
Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR DRAINAGE SWALES,
OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR
INCLUSION ON THE RECORD AS-BUILT DRAWINGS.
Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS
AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING.
AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE
OPERATIONS TO DISCHARGE OFFSITE.
BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY OF WAUKEE PUBLIC
WORKS SHALL WITNESS ALL TIE-INS.
CC. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE DETENTION BASIN.
DD. APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDINGS COMMENCES. THE FIRE APPARATUS
ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEET OF THE FACILITY AND ALL
PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE
BUILDING OR FACILITY.
EE. ALL SIGNAGE IS TO BE REVIEWED UNDER SEPARATE SIGN PERMIT PROCESS.
A.POLLUTION PREVENTION AND EROSION PROTECTION
1.CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL
POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA
CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S.
CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL
NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS
PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE
OR AS A RESULT OF PERFORMANCE.
2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER
HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM
DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE
ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE
NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH
COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED
NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO
THE CONTRACTOR.
B.STORM WATER DISCHARGE PERMIT
1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE
IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL
CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH
AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS
SPECIFIED IN THE CONTRACT DOCUMENTS.
2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT
NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE
AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS,
SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL
AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT
REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA.
3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL
STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION
CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS
MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE
CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS
TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF
DISCONTINUATION.
C.POLLUTION PREVENTION PLAN
1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN
ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP
FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION
PLAN MADE DURING CONSTRUCTION.
2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES
(BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S
AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION
ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND
IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT
CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.
4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE
GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S
UNLESS INFEASIBLE OR NOT APPLICABLE:
a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN
DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND
SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE
SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL
COMPACTION.
b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT
BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS
DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND
GRADING OPERATIONS.
c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND
LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT
ANY TIME.
d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN
WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT
REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL
DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.
e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL
ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE
FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH
A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION.
REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS.
f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES
ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS,
SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY
ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS
FOR FUTURE PREVENTION.
g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION
CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR
FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE
CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES
AS SOON AS STORM SEWERS ARE INSTALLED.
h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD)
ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER
IMPROVEMENTS ARE LOCATED.
i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX,
PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE
UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION
MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR
TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME
FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.
j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE
SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE
FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY
SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY.
CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT
BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE
POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.
k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO
FILING OF THE "NOTICE OF DISCONTINUATION".
GENERAL USE
SELF STORAGE
PROPERTY DESCRIPTION
JAMES POINTE PLAT 1 LOT 18 &19
PROPERTY ADDRESS
230 NW 17TH STREET
WAUKEE, IA 50263
ZONING
M-1: LIGHT INDUSTRIAL
OPEN SPACE
SITE AREA: 231,510 SF (5.31 AC)
IMPERVIOUS AREA:132,570 SF (57.3%)
PERVIOUS AREA:98,940 SF (42.7%)
BULK REGULATIONS
LOT AREA = NONE
FRONT YARD= 30 FEET
SIDE YARD = NONE EXCEPT FOR WHEN ADJACENT TO AN "R" OR "C-1"
DISTRICT OR STREET R.O.W LINE, THEN 25 FEET
REAR YARD = 30 FEET
MINIMUM OPEN SPACE = 15%
PARKING REQUIREMENTS
SELF STORAGE 1/20000 SF GFA
PROVIDED 64,950 SF/20000 = 4 SPACES
TOTAL SPACES PROVIDED = 9 (INCL. I HC)
BUILDING DESCRIPTION
TOTAL SELF STORAGE BUILDINGS = 64,950 SF
OCCUPANCY S-1 (STORAGE)
CONSTRUCTION TYPE TYPE II-B
70'X350' BUILDING HEIGHT= 17'-0"
44'X289' BUILDING HEIGHT= 18'-0"
UTILITY CONTACT INFORMATION
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM
THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552003655.
AUREON NETWORK SERVICES
JEFF KLOCKO
515-830-0445
JEFF.KLOCKO@AUREON.COM
CENTURYLINK
TOM STURMER
720-578-8090
THOMAS.STURMER@CENTURYLINK.COM
CONSOLIDATED COMMUNICATIONS
JUSTIN GREV
507-386-3606
JUSTIN.GREV@CONSOLIDATED.COM
INTERNET CONSULTING SERVICES,
ADAM WOODARD
515-268-4045
LOCATES@ICS-LLC.NET
MEDIACOM COMMUNICATIONS CORP
PAUL MAY
515-246-2252
PMAY@MEDIACOMCC.COM
MI-FIBER
JACK JONES
515-897-9192
JACK@GRM.NET
F01-FIBER OPTIC
FO2-FIBER OPTIC
C1-COMMUNICATIONS
NO RESPONSE
NO RESPONSE
CLEAR
NO RESPONSE
E-ELECTRIC
OE-OVERHEAD ELECTRIC
NO RESPONSE
FO3-FIBER OPTIC
FO4-FIBER OPTIC
W-WATER
S-SANITARY SEWER
G-GAS
MIDAMERICAN ENERGY
CRAIG RANFELD
515-252-6632
MECDSMDESIGNLOCATES@MIDAMERICAN.COM
NEXGEN INTEGRATED COMMUNICATIO
RYAN ROLWES
515-369-7131
RYAN@NEXGENCOM.COM
UNITE PRIVATE NETWORKS, LLC
JOE KILZER
816-425-3556
UPNGIS@UPNFIBER.COM
WINDSTREAM COMMUNICATIONS
LOCATE DESK
800-289-1901
LOCATE.DESK@WINDSTREAM.COM
WAUKEE, CITY OF
TIM ROYER
515-978-7920
TROYER@WAUKEE.ORG
POLLUTION PREVENTION NOTES
PROPOSED BUILDING
230 NW 17TH STREET
42,000 SF
PROPOSED BUILDING
220 NW 17TH STREET
22,950 SF
T
1
2
3
4
BM
5
0
1
F.L.=1024.59
42" RCP E
F.L.=1024.77
15" RCP SE
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1024.54
15" RCP E
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1025.11
18" RCP E
Waukee Municipal
Buried Gas Sign
Intake=1028.58
F.L.=1024.49 15" RCP NW
F.L.=1024.43 15" RCP SE
Intake=1028.51
F.L.=1024.41 15" RCP NW
F.L.=1024.36 15" RCP SE
Rim=1031.08
Intake=1029.29
F.L.=1024.49 18" RCP E&W
Intake=1029.30
F.L.=1024.18 18" RCP W
B/W=1021.50
Connected Manhole East
Of Intake
Rim=1030.54
F.L.=1020.04 48" RCP N
F.L.=1020.69 48" RCP S
42" RCP W
Unable to Obtain Invert
On West Pipe
Intake=1030.06
F.L.=1025.86 15" RCP S
Rim=1030.79
Intake=1030.12
F.L.=1025.62 15" RCP N
F.L.=1023.34 42" RCP W
F.L.=1023.29 42" RCP E
East Pipe Offset, Difficult To
Obtain Stick And Pipe Size
Rim=1032.55
Inv=1019.85 8" PVC E
San Cleanout=1031.04
NW 17TH STREET
CONCRETE
NW
V
I
C
K
S
B
U
R
G
C
T
CO
N
C
R
E
T
E
NW
G
E
T
T
Y
S
B
U
R
G
L
N
CO
N
C
R
E
T
E
35
.
0
'
35
.
0
'
35
.
0
'
55
.
0
'
50
.
0
'
9.
0
'
20.0'30.0'
5.0'
25.0'
31
.
0
'
17.0'
14.0'
12.0'14.0'
3
0
.
0
'
R1
0
0
.
0
'
R1
5
.
0
'
R25.0'
R
2
5
.
0
'
R15.0'
R1
0
.
0
'
R4
0
.
0
'
R25.0
'
R
2
5
.
0
'
R25
.
0
'
4C
4A
4B
3A
3A3A
3A
3A 3A 3A
2A
3C2A
3C
5A
3D
1D
1D
3G
3E
3E
3E3E
3E
1C1C1C
3E
7
7
1A
1A
1A
1A
1A
1B
1B
1B
1B
3H
3H
3I
3I
2A
S89°45'40"E 277.66' M
N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C2
C
3
C1
L
1
20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
S
L
30' BSL 30' BSL
30' BSL
Stormwater
Management
Easement
Stormwater
Management
Easement
Stormwater
Management
Easement
3B
3B
3B 3B
3B
3B
3B
3B
3B
2A
1A
1A
7
7
7
7
18" ST
18" ST
1
8
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S
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24
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S
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2
4
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S
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12
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S
T
6" ST
6"
S
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6" ST
6" S
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6" S
T
6
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S
T
6"
S
T
6"
S
T
6" ST
2B 2E
4C
6B
6B
6A
3I
3J
3J
600.0'
459.0'
4D
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2C
2D
2B
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CURVE TABLE
CURVE NO.
C1 M
C2 M
C3 M
Δ
89°55'30"
44°13'15"
20°14'16"
RADIUS
25.00'
565.00'
410.00'
ARC LENGTH
39.24'
436.07'
144.82'
TANGENT
24.97'
229.54'
73.17'
CHORD BEARING/LENGTH
S44°45'13"E 35.33'
S22°22'27"W 425.32'
S34°20'02"W 144.07'
C1 P 90°00'00"25.00'39.27'N45°06'03"W 35.36'
C2 P 44°12'52"565.00'436.00'N22°00'23"E 425.26'
C3 P 20°14'14"410.00'144.82'N33°59'41"E 144.06'
LINE TABLE
LINE #
L1 M
LENGTH (FT)
93.59
DIRECTION
S44° 25' 08"W
L1 P 93.59 S44° 06' 48"W
DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR
REMOVAL SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION.
A.EXISTING PAVEMENTS TO REMAIN.
B.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER
PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL TO THE
PROJECT.
C.EXISTING TREES.
D.EXISTING FENCE.
2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING ITEMS:
A.GRIND CURB AT DRIVEWAY CONNECTION LOCATIONS.
B.REMOVE STORM SEWER AND FES TO LIMITS SHOWN.
C.REMOVE WATER SERVICE TO LIMITS SHOWN, RELOCATE BLOWOFF HYDRANT.
D.DISCONNECT EXISTING SANITARY SEWER SERVICE AND CAP AT MAIN. REMOVE SANITARY SERVICE TO LIMITS SHOWN.
E.REMOVE STORM SEWER AND FES TO LIMITS SHOWN. CAP EXISTING STORM SEWER.
3. PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX).
B.4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
C.CONNECT TO EXISTING PAVEMENTS WITH SUDAS TYPE "A" CONNECTION.
D.5' WIDE CONCRETE FLUME. SEE DETAIL.
E.6" STANDARD CURB.
F.NO CURB
G.5' CURB OPENING.
H.TAPER TO NO CURB.
I.PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING SYSTEM AT RAMPS WHERE PEDESTRIAN
TRAFFIC MEETS VEHICULAR TRAFFIC..
J.7" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX)
4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING:
A.4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER OWNER.
B.PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL.
C.45° STRIPPING AT 3' ON CENTER SPACING WHERE SHOWN.
D.1' X 5' PAINTED CROSS WALK BARS. (2' O.C. SPACING)
5. ACCESSIBLE PARKING SIGNAGE:
A.PROVIDE SIGN WITH VAN ACCESSIBLE SYMBOL AS PER "ADAAG" STANDARDS.
6. SITE AMENITIES, PROVIDE THE FOLLOWING:
A.TRANSFORMER LOCATION. COORDINATE W/ FRANCHISE UTILITY PROVIDER PRIOR TO CONSTRUCTION.
B.BOLLARD. SEE DETAIL.
7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION.
FORM
GRADE
ELEV.
1
C200
6-INCH STANDARD CURB
NO SCALE
6"
SLOPE AS
PER PLANS
4 1
2"
7 1
2"
R3"
R3"
2
C200
BOLLARD DETAIL
NO SCALE
4'
-
0
"
6"
ROUNDED TOP
(PAINTED)
8'-0"x8" DIA SCHEDULE
40 GALVANIZED PIPE FILLED
WITH CONCRETE. PREP
SURFACE AND PAINT WITH
HIGH PERFORMANCE PAINT.
COLOR AS PER OWNER
SLOPE FINISHED
GRADE TO DRAIN
PROVIDE
INTERNAL
SLEEVE
12" DIA
CONCRETE
FOOTING
3
C200
CONCRETE FLUME DETAIL
NO SCALE
6"
6"6"
5' MIN
CONCRETE AS SPECIFIED
FOR PAVEMENT
COMPACTED SUBGRADE AS SPECIFIED
FOR PAVEMENT EXCEPT SUBGRADE DEPTH 6"
#4 EPOXY COATED
REBAR @ 12" O.C.
PROPOSED BUILDING
230 NW 17TH STREET
42,000 SF
PROPOSED BUILDING
220 NW 17TH STREET
22,950 SF
T
1
2
3
4
BM
5
0
1
F.L.=1024.59
42" RCP E
F.L.=1024.77
15" RCP SE
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1024.54
15" RCP E
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1025.11
18" RCP E
Waukee Municipal
Buried Gas Sign
Intake=1028.58
F.L.=1024.49 15" RCP NW
F.L.=1024.43 15" RCP SE
Intake=1028.51
F.L.=1024.41 15" RCP NW
F.L.=1024.36 15" RCP SE
Rim=1031.08
Intake=1029.29
F.L.=1024.49 18" RCP E&W
Intake=1029.30
F.L.=1024.18 18" RCP W
B/W=1021.50
Connected Manhole East
Of Intake
Rim=1030.54
F.L.=1020.04 48" RCP N
F.L.=1020.69 48" RCP S
42" RCP W
Unable to Obtain Invert
On West Pipe
Intake=1030.06
F.L.=1025.86 15" RCP S
Rim=1030.79
Intake=1030.12
F.L.=1025.62 15" RCP N
F.L.=1023.34 42" RCP W
F.L.=1023.29 42" RCP E
East Pipe Offset, Difficult To
Obtain Stick And Pipe Size
Rim=1032.55
Inv=1019.85 8" PVC E
San Cleanout=1031.04
1026
10
3
1
1031 1030 1030
1031
1
0
3
1
1
0
3
0
1
0
2
9
1029
1035
1
0
3
0
1
0
3
0
1
0
3
4
1
0
3
5
1036
10
3
5
10
3
4
10
3
3
10
3
2
102
6
1030
103
2
1032
1033
1034
1034
10351034
1034
10
3
3
1032103
1
10
3
0
1027
1030
10
3
2
1
0
3
3
1
0
3
2
NW 17TH STREET
CONCRETE
NW
V
I
C
K
S
B
U
R
G
C
T
CO
N
C
R
E
T
E
NW
G
E
T
T
Y
S
B
U
R
G
L
N
CO
N
C
R
E
T
E
S89°45'40"E 277.66' M
N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C2
C
3
C1
L
1
20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
S
L
30' BSL 30' BSL
30' BSL
Stormwater
Management
Easement
Stormwater
Management
Easement
Stormwater
Management
Easement
100-YR ELEVATION = 1033.22
100-YR ELEVATION = 1032.96
150' HYDRANT
COVERAGE
150' H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
150' HYDRANT COVERAGE
150' HY
D
R
A
N
T
C
O
V
E
R
A
G
E
150' HYDRANT
C
O
V
E
R
A
G
E
150' HY
D
R
A
N
T
C
O
V
E
R
A
G
E
BASIN 2 100-YR: 1030.60
BASIN 1 100-YR: 1029.29
TYP TYP TYP
TYPTYP
TYP
TYP TYP
TYP
BP:1028.15 (18" ST)
TP: 1026.65 (8" WAT)
10
3
0
10
2
8
10
2
8
10
2
9
10
2
9
10
3
1
10
3
2
10
3
3
1033
1033
1034
1034
10
3
2
10
3
0
1035
1035
1029
103
1
10
3
2
10
3
2
1
0
3
2
10
3
3
1034
1034 1
0
3
6
1036
1030
1035
102
8
1029
1031
103
210331034
103
6103
7
1030
1029
1031
1
0
3
1
1
0
3
2
103210321032
1030
1030
10
3
5
1035
1028
10281029
1029
1031 1032 103310331033
1034
1034
100-YR ELEVATION = 1031.85
18" ST
18" ST
1
8
"
S
T
24
"
S
T
2
4
"
S
T
12
"
S
T
6" ST 6"
S
T
6" ST
6" S
T
6" S
T
6
"
S
T
6"
S
T
6"
S
T
6" ST
8
"
S
T
15" ST
15"
S
T
15" ST
15" S
T
15" ST
1
5
"
S
T
15" ST
15
"
S
T
10" ST
1A
1A
1A
1A
2F
2F
2C
2E
2E
2C
2H
2D
2B
2A
2G
2B
2G
4 5 5 5
55
5
5 5
5
BP:1027.28 (15" ST)
TP: 1025.78 (8" WAT)
4
100-YR ELEVATION = 1031.31
100-YR ELEVATION = 1031.66
100-YR ELEVATION = 1032.20
100-YR ELEVATION = 1032.50
3
3
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UTILTIY PLAN CONSTRUCTION NOTES
1. EXISTING FEATURES, PROTECT THE FOLLOWING:
A. PROTECT EXISTING UTILITES, ANY DAMAGE TO THE EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR
MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTORS EXPENSE WITH WORK BEING
PERFORMED TO THE UTILITY OWNER'S SPECIFICATION.
2. WATER SERVICES, PROVIDE THE FOLLOWING:
A. 6" WATER SERVICE LINE.
B. REMOVE AND RELOCATE EXISTING HYDRANT ASSEMBLY.
C. BUILDING WATER FIRE SERVICE CONNECTION. VERIFY LOCATION AND DEPTH WITH MECHANICAL PLANS
PRIOR TO CONSTRUCTION.
D. CONNECT TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO
CONSTRUCTION.
E. REMOTE FIRE DEPARTMENT CONNECTION. COORDINATE WITH MECHANICAL PLANS.
F. 6" VALVE
G. RELOCATED HYDRANT ASSEMBLY.
H. 6" X 6" TEE.
3. COORDINATE ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER PRIOR TO
CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING,
METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
4. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION.
5. ROOF DRAIN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS.
GENERAL CONSTRUCTION NOTES
A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY.
B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR
PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF
WAUKEE ENGINEERING DEPARTMENT.
C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO
PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE
REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
MANHOLES SHALL BE VACUUM TESTED.
D. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
E. REFER TO DIMENSION PLAN FOR REMOVALS.
CAUTION:
ELECTRIC LINES IN THIS AREA. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. ANY
TEMPORARY SUPPORT OR STAGING, ADJUSTMENTS OR
RELOCATIONS TO THE EXISTING ELECTRIC LINES ARE TO BE
COORDINATED WITH THE FRANCHISE UTILITY PROVIDERS,
OWNERS, AND ENGINEER PRIOR TO CONSTRUCTION.
PROPOSED BUILDING
230 NW 17TH STREET
42,000 SF
PROPOSED BUILDING
220 NW 17TH STREET
22,950 SF
T
1
2
3
4
BM
5
0
1
F.L.=1024.59
42" RCP E
F.L.=1024.77
15" RCP SE
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1024.54
15" RCP E
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1025.11
18" RCP E
Waukee Municipal
Buried Gas Sign
Intake=1028.58
F.L.=1024.49 15" RCP NW
F.L.=1024.43 15" RCP SE
Intake=1028.51
F.L.=1024.41 15" RCP NW
F.L.=1024.36 15" RCP SE
Rim=1031.08
Intake=1029.29
F.L.=1024.49 18" RCP E&W
Intake=1029.30
F.L.=1024.18 18" RCP W
B/W=1021.50
Connected Manhole East
Of Intake
Rim=1030.54
F.L.=1020.04 48" RCP N
F.L.=1020.69 48" RCP S
42" RCP W
Unable to Obtain Invert
On West Pipe
Intake=1030.06
F.L.=1025.86 15" RCP S
Rim=1030.79
Intake=1030.12
F.L.=1025.62 15" RCP N
F.L.=1023.34 42" RCP W
F.L.=1023.29 42" RCP E
East Pipe Offset, Difficult To
Obtain Stick And Pipe Size
Rim=1032.55
Inv=1019.85 8" PVC E
San Cleanout=1031.04
1026
10
3
1
1031 1030 1030
1031
1
0
3
1
1
0
3
0
1
0
2
9
1029
1035
1
0
3
0
1
0
3
0
1
0
3
4
1
0
3
5
1036
10
3
5
10
3
4
10
3
3
10
3
2
102
6
1030
103
2
1032
1033
1034
1034
10351034
1034
10
3
3
1032103
1
10
3
0
1027
1030
10
3
2
1
0
3
3
1
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3
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NW 17TH STREET
CONCRETE
NW
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S89°45'40"E 277.66' M
N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C2
C
3
C1
L
1
20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
S
L
30' BSL 30' BSL
30' BSL
Stormwater
Management
Easement
Stormwater
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Easement
Stormwater
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Easement
100-YR ELEVATION = 1032.64
100-YR ELEVATION = 1033.09
100-YR ELEVATION = 1032.30
100-YR ELEVATION = 1033.06
BASIN 2 100-YR: 1030.60
BASIN 1 100-YR: 1029.29
100-YR ELEVATION = 1032.08
100-YR ELEVATION = 1031.58
ST-2, INTAKE, SW-505
T/C: 1032.98
INV: 1028.85 (IN W)
INV: 1028.05 (IN SE)
INV: 1027.95 (OUT NE)
ST-10, INTAKE, SW-501
T/C: 1032.05
INV: 1027.89 (IN N)
INV: 1027.89 (IN E)
INV: 1027.79 (OUT S)
ST-3, 30" NYLOPLAST BASIN
W/ DOME GRATE
RIM: 1032.86
INV: 1027.66 (IN SW)
INV: 1027.56 (OUT E)
ST-4, INTAKE, SW-501
T/C: 1032.65
INV: 1027.19 (IN W)
INV: 1027.29 (IN SW)
INV: 1027.09 (OUT E)
ST-8, INTAKE, SW-501
T/C: 1033.27
INV: 1028.36 (IN NE)
INV: 1028.26 (OUT S)
ST-7, MANHOLE, SW-401
W/ TYPE 3B CASTING
RIM: 1030.30
INV: 1029.15 (IN W)
INV: 1025.00 (IN W)
INV: 1024.80 (OUT E)
ST-12, MANHOLE, SW-401
W/ TYPE 3B CASTING
RIM: 1029.20
INV: 1028.00 (IN NW)
INV: 1024.65 (IN NW)
INV: 1024.65 (OUT SE)
ST-4A, 24 IN DIA W/ FOOTING
INV: 1027.02
ST-5A, SW-203
RIM: 1027.02
INV: 1025.22 (OUT S)
ST-5E, SW-203
RIM: 1027.02
INV: 1025.02 (IN N)
INV: 1025.02 (IN S)
INV: 1025.02 (OUT E)
ST-5D, SW-203
RIM: 1027.02
INV: 1025.21 (IN S)
INV: 1025.21 (OUT N)
ST-6, 12 IN DIA CMP APRON
INV: 1029.15
ST-11B, 6" CMP APRON
INV: 1028.00
124 LF
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15 LF OF 18" N12 HDPE @ 0.30%
80 LF OF 18" N12 HDPE @ 0.36%
94
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17 LF OF 24" N12 HDPE @ 0.41%
5 LF OF 12" N12 HDPE @ 0.00%
204 LF OF 6" N12 HDPE @ 0.10%
23 LF OF 6" N12 HDPE @ 0.10%
194 LF OF 6" N12 HDPE @ 0.10%
4 LF OF 6" N12 HDPE @ 0.00%
19 LF OF 6" N12 HDPE @ 0.10%
90 LF OF 6" N12 HDPE @ 0.10%
ST-5C, SW-203
RIM: 1028.77
INV: 1025.30 (IN SW)
INV: 1025.30 (OUT N)
41 LF OF 6" N12 HDPE @ 0.10%
ST-5B, SW-203
RIM: 1029.03
INV: 1025.34 (OUT NE)
ST-1, 15" NYLOPLAST BASIN
W/ DOMED GRATE
RIM: 1031.28
INV: 1029.50 (OUT E)
12 LF OF 8" N12 HDPE @ 5.45%
ST-10A, SW-203
RIM: 1026.57
INV: 1024.77 (OUT SW)
59 LF OF 6" N12 HDPE @ 0.10%
ST-10B, SW-203
RIM: 1026.57
INV: 1024.71 (IN NE)
INV: 1024.71 (OUT SW)
37 LF OF 6" N12 HDPE @ 0.11%
ST-10C, SW-203
RIM: 1026.57
INV: 1024.67 (IN NE)
INV: 1024.67 (OUT SE)
ST-11, 18 IN DIA CMP APRON
INV: 1027.75
49 LF OF 15" N12 HDPE @ 0.30%
CO2, SW-203
RIM: 1033.75
INV: 1028.20 (IN S)
INV: 1028.20 (OUT NW)
196 LF OF 15" N12 HDPE @ 0.30%
CO1, SW-203
RIM: 1034.67
INV: 1028.79 (OUT N)
CO3, SW-203
RIM: 1034.91
INV: 1029.12 (OUT S)
224 LF OF 15" N12 HDPE @ 0.30%
CO4, SW-203
RIM: 1033.88
INV: 1028.45 (IN N)
INV: 1028.45 (OUT SW)
29 LF OF 15" N12 HDPE @ 0.30%
CO8, SW-203
RIM: 1033.60
INV: 1029.45 (OUT N)
56 LF OF 10" N12 HDPE @ 0.30%
ST-13, MANHOLE, SW-401
W/ TYPE F CASTING
RIM: 1033.72
INV: 1029.28 (IN N)
INV: 1029.28 (IN S)
INV: 1029.18 (OUT E)
59 LF OF 15" N12 HDPE @ 0.31%
ST-13A, 15 IN DIA CMP APRON
INV: 1029.00
224 LF OF 15" N12 HDPE @ 0.30%
CO7, SW-203
RIM: 1034.86
INV: 1029.96 (OUT S)
CO5, SW-203
RIM: 1034.62
INV: 1028.20 (OUT N)
224 LF OF 15" N12 HDPE @ 0.30%
CO6, SW-203
RIM: 1033.53
INV: 1027.52 (IN S)
INV: 1027.52 (OUT NE)
77 LF OF 15" N12 HDPE @ 0.30%ST-9, INTAKE, SW-501
T/C: 1032.00
INV: 1028.16 (OUT W)
68 LF OF 10" N12 HDPE @ 0.40%
100-YR ELEVATION = 1031.52
10
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V
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C
O
M
M
E
N
T
S
11
-
0
7
-
2
3
11
-
2
1
-
2
3
12
-
0
5
-
2
3
12
-
1
3
-
2
3
LJ
M
LJ
M
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M
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GENERAL CONSTRUCTION NOTES
A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY.
B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR
PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF
WAUKEE ENGINEERING DEPARTMENT.
C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO
PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE
REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER
MANHOLES SHALL BE VACUUM TESTED.
D. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED.
E. REFER TO DIMENSION PLAN FOR REMOVALS.
1
C300
ST-12: 36" DIA. NYLOPLAST CONTROL STRUCTURE
NO SCALE
6" SUBDRAIN
4.0' DIA
INV=1024.80
INV=1029.15 WQv ELEV
INV=1025.00
18" RCP PIPE
48" DIA SW-401 W/
TYPE 3B CASTING
INLET ELEV=1030.30
12" HDPE PIPE
DETENTION BASIN
BOTTOM=1027.02
1.
0
'
M
I
N
INV=1029.15 WQv ELEV
STAINLESS
STEEL METAL
WEIR WALL
3" DIA
INV=1024.90
2
C300
ST-7: 36" DIA. NYLOPLAST CONTROL STRUCTURE
NO SCALE
6" SUBDRAIN
4.0' DIA
INV=1024.65
INV=1028.00
WQv ELEV
INV=1024.65
15" RCP PIPE
48" DIA SW-401 W/
TYPE 3B CASTING
INLET ELEV=1029.20
6" HDPE PIPE
DETENTION BASIN
BOTTOM=1026.57
1.
0
'
M
I
N
INV=1028.00 WQv ELEV
STAINLESS
STEEL METAL
WEIR WALL
3" DIA
INV=1024.65
CAUTION:
ELECTRIC LINES IN THIS AREA. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. ANY
TEMPORARY SUPPORT OR STAGING, ADJUSTMENTS OR
RELOCATIONS TO THE EXISTING ELECTRIC LINES ARE TO BE
COORDINATED WITH THE FRANCHISE UTILITY PROVIDERS,
OWNERS, AND ENGINEER PRIOR TO CONSTRUCTION.
3
C301
INFILTRATION BASIN DETAIL (BASIN 1 AND 2)
NO SCALE
INFILTRATION BASIN MAINTENANCE REQUIREMENTS
OWNER TO PROVIDE MAINTENANCE TO INFILTRATION BASIN PER ISWMM CHAPTER 5,
SECTION 3-J.
1.INSPECT THE BASIN MONTHLY, AS WELL AS AFTER EVERY MAJOR STORM TO
ENSURE THE BASIN IS DRAINING WITHIN THE MAXIMUM DRAIN TIME LIMIT.
2.INSPECT ANNUALLY FOR SETTLING, CRACKING, EROSION, LEAKAGE, TREE
GROWTH ON THE EMBANKMENTS, CONDITION OF THE INLET AND OUTLET
CHANNELS, SEDIMENT ACCUMULATION IN THE BASIN BOTTOM, AND THE
CONDITION OF THE GRASS TURF.
3.THE BASIN SHOULD BE MOWED AT LEAST TWICE A YEAR TO PREVENT WOODY
GROWTH, STIMULATE GRASS GROWTH, AND ENHANCE NUTRIENT REMOVAL.
4.DO NOT MOW WHEN THE GROUND IS WET TO AVOID COMPACTION OF BOTTOM
SOILS.
5.REMOVE TRASH AND DEBRIS AT LEAST TWICE A YEAR.
AMENDED SOIL:
6" OF 90% CONCRETE SAND
AND 10% COMPOST
FILTER SOCK ADJACENT TO
MODIFIED SOIL.
FILTER SOCK ADJACENT TO
MODIFIED SOIL.
6" PERFORATED SUBDRAIN PIPE
INVERT ELEVATIONS VARY
NATIVE SOIL
TYPE 1 SEED MIX
2% SLOPE2% SLOPE
PROVIDE 1-2" DIAMETER CLEAN
AGGREGATE TO SURFACE
4:1
M
A
X
NATIVE SOIL
4:
1
M
A
X
NATIVE SOIL
NATIVE SOIL
2.0' ROCK
TRENCH
LINE TRENCH WITH ENGINEERING FABRIC
WIDTH VARIES
ELEV: 1027.02 (BASIN 1)
ELEV: 1026.57 (BASIN 2)
6"
18
"
M
I
N
2" MIN
LINE BORDER OF AMENDED SOILS
AND NATIVE SOILS WITH ENGINEERING
FABRIC
LINE BORDER OF AMENDED SOILS
AND NATIVE SOILS WITH ENGINEERING
FABRIC
6"
TYPE 3B CASTINGTYPE 3B CASTING
PROPOSED BUILDING
230 NW 17TH STREET
42,000 SF
PROPOSED BUILDING
220 NW 17TH STREET
22,950 SF
T
S89°45'40"E 277.66' M
N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C2
C
3
C1
L
1
20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
S
L
30' BSL 30' BSL
30' BSL
Stormwater
Management
Easement
Stormwater
Management
Easement
Stormwater
Management
Easement
1
2
3
4
BM
5
0
1
F.L.=1024.59
42" RCP E
F.L.=1024.77
15" RCP SE
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1024.54
15" RCP E
Sanitary Cleanout with
Vertical 6" PVC Pipe
F.L.=1025.11
18" RCP E
Waukee Municipal
Buried Gas Sign
Intake=1028.58
F.L.=1024.49 15" RCP NW
F.L.=1024.43 15" RCP SE
Intake=1028.51
F.L.=1024.41 15" RCP NW
F.L.=1024.36 15" RCP SE
Rim=1031.08
Intake=1029.29
F.L.=1024.49 18" RCP E&W
Intake=1029.30
F.L.=1024.18 18" RCP W
B/W=1021.50
Connected Manhole East
Of Intake
Rim=1030.54
F.L.=1020.04 48" RCP N
F.L.=1020.69 48" RCP S
42" RCP W
Unable to Obtain Invert
On West Pipe
Intake=1030.06
F.L.=1025.86 15" RCP S
Rim=1030.79
Intake=1030.12
F.L.=1025.62 15" RCP N
F.L.=1023.34 42" RCP W
F.L.=1023.29 42" RCP E
East Pipe Offset, Difficult To
Obtain Stick And Pipe Size
Rim=1032.55
Inv=1019.85 8" PVC E
San Cleanout=1031.04
1026
103
1
1031 1030 1030
1031
1
0
3
1
1
0
3
0
1
0
2
9
1029
1035
1
0
3
0
1
0
3
0
1
0
3
4
1
0
3
5
1036
10
3
5
10
3
4
10
3
3
10
3
2
102
6
1030
103
2
1032
1033
1034
1034
10351034
1034
10
3
3
1032103
1
10
3
0
1027
1030
10
3
2
1
0
3
3
1
0
3
2
NW 17TH STREET
CONCRETE
NW
V
I
C
K
S
B
U
R
G
C
T
CO
N
C
R
E
T
E
NW
G
E
T
T
Y
S
B
U
R
G
L
N
CO
N
C
R
E
T
E
103210331034
1031103010291029
102810291030
10
3
1
1032
1031
1030
1029
1029
1030
1031
10
2
8
10
2
9
10
3
2
1
0
3
3
10
3
2
1034
1
0
3
2
1
0
3
1
103
1
103
2
1
0
2
9
10
2
8
10
2
9
10
3
0
1030
1
0
3
0
1036
1035
1034
1033
1
0
2
8
1
0
2
9
1
0
3
0
1031
10
3
1
1
0
3
2
15 TONS (4' X 12' X 5') OF
CLASS E RIPRAP
12 TONS (18' X 8' X 1') OF
CLASS E RIPRAP
10 TONS (6' X 8' X 5') OF
CLASS E RIPRAP
STAGING
AREA
ULTIMATE DISCHARGE
TO LITTLE WALNUT
CREEK
ULTIMATE DISCHARGE
TO LITTLE WALNUT
CREEK
●●●●●●●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●●●●●●●●●●●●●●●●●●
●
●
●
●
●
●
BASIN 1
(POST CONSTRUCTION FACILITY)
100-YR ELEVATION: 1029.29
WQV ELEVATION: 1027.92
BASIN 2
(POST CONSTRUCTION FACILITY)
100-YR ELEVATION: 1030.60
WQV ELEVATION: 1029.12
SILT FENCE (TYP.)
●●
●
●
●●●●●●●●●●●●●●●●●
●
●
●
CONCRETE
WASHOUT
LIMIT OF DISTURBANCE
PROPOSED
INFILTRATION
BASIN (SEE DETAIL
ON C300)
BOTTOM ELEVATION: 1027.02
AREA: 2,735 SF
PROPOSED
INFILTRATION
BASIN (SEE DETAIL
ON C300)
BOTTOM ELEVATION: 1026.57
AREA: 2305 SF
●
●
●
●
STABALIZED
CONSTRUCTION
ENTRANCE
SEDIMENT BASKET (TYP.)
10
3
4
.
0
0
10
3
4
.
0
0
103
5
.
0
0
10
3
4
.
5
0
103
4
.
2
5
103
4
.
0
0
10
3
4
.
5
0
10
3
4
.
2
5
103
4
.
7
5
10
3
4
.
7
5
103
5
.
0
0
10
3
4
.
5
0
103
4
.
0
0
10
3
4
.
2
5
103
4
.
7
5
103
4
.
5
0
10
3
4
.
7
5
103
4
.
0
0
10
3
4
.
0
0
10
3
4
.
0
0
103
4
.
2
5
103
4
.
5
0
103
5
.
0
0
10
3
4
.
5
0
10
3
4
.
2
5
10
3
4
.
0
0
103
4
.
2
5
10
3
4
.
7
5
103
4
.
7
5
10
3
5
.
0
0
103
4
.
5
0
10
3
4
.
0
0
103
4
.
2
5
10
3
4
.
7
5
10
3
4
.
5
0
103
4
.
7
5
10
3
4
.
2
5
10
3
4
.
5
0
10
3
4
.
7
5
10
3
5
.
0
0
10
3
5
.
0
0
10
3
4
.
7
5
103
4
.
5
0
103
4
.
7
5
10
3
4
.
7
5
10
3
4
.
5
0
103
4
.
5
0
103
4
.
2
5
10
3
4
.
2
5
103
4
.
0
0
1
0
3
3
.
5
0
10
3
3
.
5
0
10
3
3
.
5
0
103
3
.
5
0
10
3
3
.
5
0
10
3
4
.
0
0
18" ST
18" ST
1
8
"
S
T
24
"
S
T
2
4
"
S
T
12
"
S
T
6" ST
6"
S
T
6" ST
6" S
T
6" S
T
6
"
S
T
6"
S
T
6"
S
T
6" ST
SEDIMENT BASKET (TYP.)
SEDIMENT BASKET (TYP.)
SEDIMENT BASKET (TYP.)
SEDIMENT BASKET (TYP.)
SEDIMENT BASKET (TYP.)
TYPE 1 RECP
648 SF
1029.54
10
3
2
.
8
6
10
3
3
.
5
6
10
3
3
.
0
0
10351034
10
3
6
1036
10
3
3
1034
1034
1033 1034
10
3
4
10
3
2
31 TONS OF CLASS E RIPRAP
(15' X 10' X 2.5')
19 TONS (15' X 12' X 1.25') OF
CLASS E RIPRAP
19 TONS (20' X 9' X 1.25') OF
CLASS E RIPRAP
16
.
6
%
16
.
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QUANTITIES
SUDAS TYPE 4 SEEDING, FERTILIZING & MULCHING 5.75 AC.
DETENTION BASIN SEEDING 0.19 AC.
SILT FENCE 2,000 LF
SEDIMENT BASKETS 10 EA
CLASS E RIP-RAP 106 TONS
DISTURBED AREA 5.75 AC.
SODDING 3.17 AC.
1.UTILITY WARNING:
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING
CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S
EXPENSE. COORDINATE ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER.
3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER),
UNLESS OTHERWISE NOTED.
4.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE
FLARED END SECTION.
5.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO
FINISH GRADES.
6.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY
CONSTRUCTION ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT.
7.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM.
8.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL
PERMIT NO. 2
9.INFILTRATION BASINS TO BE CONSTRUCTED ONCE ALL UPSTREAM AREAS HAVE BEEN STABILIZED AND ARE TO BE POST
CONSTRUCTION FACILITIES.
GRADING NOTES
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Profile View)
FLOW
'T
'
S
T
E
E
L
FE
N
C
E
P
O
S
T
4'
-
0
"
M
I
N
SEE PLANS FOR SPACING
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Plan View)
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
ATTACHMENT TO POST
200'-0" MAX LENGTH PER SECTION
600'-0" IF SLOPE IS FLATTER THAN 5%
36
"
24
"
8'-0" SPACING
TYPICAL SILT FENCE DITCH CHECK
BAC
K
S
L
O
P
E
FOR
E
S
L
O
P
E
VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)
POST SPACING
(5'-0" MAX)
POST SPACING
5'-0" MAX)
2"
MI
N
20
"
M
I
N
1
1
2
GROUND LINE
FABRIC
GROUND CONTOURS
INSTALL "J-HOOK" AT EACH END OF AN
INDIVIDUAL SECTION OF SILT FENCE
INSTALL PARALLEL TO
GROUND CONTOUR
FABRICGROUND LINE
FABRIC
POST
WIRE OR
CABLE TIES
2
2
1
C400
SILT FENCE DETAIL
NO SCALE
1 INSERT 12 INCHES OF FABRIC A MINIMUM
OF 6 INCHES DEEP (FABRIC MAY BE
FOLDED BELOW THE GROUND LINE.
2 REDUCE POST SPACING TO 5'-0" AT
WATER CONCENTRATION AREAS, OR AS
REQUIRED TO ADEQUATELY SUPPORT
FENCE.
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
BM501 N=589786- E=1529726- Z=1033.39
BURY BOLT ON HYDRANT LOCATED WEST SIDE NW 17TH
STREET, 1ST HYDRANT NORTH OF NW VENTURE STREET.
(AS SHOWN ON SURVEY)
PROPOSED BUILDING
230 NW 17TH STREET
42,000 SF
PROPOSED BUILDING
220 NW 17TH STREET
22,950 SF
T
S89°45'40"E 277.66' M
N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C1
20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
S
L
30' BSL
30' BSL
Stormwater
Management
Easement
4
BM
5
0
1
Sanitary Cleanout with
Vertical 6" PVC Pipe
Waukee Municipal
Buried Gas Sign
1026
103
1
1031
1030 1030
1036
10
3
5
10
3
4
10
3
3
10
3
2
102
6
1030
10
3
2
1032
1033
1034
1034
1035
1034
1034
10
3
3
1032
103
1
10
3
0
1027
1030
10
3
2
1
0
3
3
1
0
3
2
NW 17TH STREET
CONCRETE
NW
G
E
T
T
Y
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4
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.
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10
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4
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10
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.
5
0
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4
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7
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HP
10
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4
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6
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.
7
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5
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.
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4
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4
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7
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10
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4
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.
9
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10
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.
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3
.
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4
.
4
9
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3
.
9
9
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10
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5
.
0
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103
4
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5
8
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10
3
4
.
4
7
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.
9
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103
5
.
0
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T
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10
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4
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5
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103
3
.
5
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10
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3
.
5
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10
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3
.
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10
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3
.
5
0
103
3
.
9
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.
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10
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.
0
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25
.
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.
1
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.
0
%
0.7%
7.
7
%
2.1%
3.
9
%
6.9%
3.9%
10
3
3
.
1
2
HP
10
3
2
.
9
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4
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10
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1033
.
7
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%
BASIN 2
100-YR ELEVATION: 1030.60
WQV ELEVATION: 1029.12
103
2
.
8
6
1
0
3
3
.
6
4
2.9%
103
0
.
8
6
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.
8
4
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4
103
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1
.
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(10
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9
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.
9
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9
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.
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1033.00
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3
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3
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8
0
10
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1
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8
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10
2
9
.
5
2
10
2
9
.
5
3
3" STEP3" STEP 3" STEP 3" STEP 3" STEP 3" STEP
3" STEP 3" STEP 3" STEP 3" STEP 3" STEP 3" STEP 3" STEP
3" STEP 3" STEP 3" STEP 3" STEP 3" STEP 3" STEP 3" STEP
OV
E
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100-YR ELEVATION = 1032.64
100-YR ELEVATION = 1033.09
100-YR ELEVATION = 1032.30
100-YR ELEVATION = 1031.58
1034
1030
1028
1029
1031
1032
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1029
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1028
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C2
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(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
30' BSL
Stormwater
Management
Easement
Stormwater
Management
Easement
BM
5
0
1
Sanitary Cleanout with
Vertical 6" PVC Pipe
1031
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BASIN 1
100-YR ELEVATION: 1029.29
WQV ELEVATION: 1027.92
0.7%
2.1%
25
.
0
%
19.8%
16
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6
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25.
0
%
25.0
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2.7%
4.9
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3.6
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4.2
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1029.8
3
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8
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1031.3
2
1030.72
1030.78
1030.80
10
3
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5
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9
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1030.50
1030.50
1030.50
3" STEP
3" STEP 3" STEP 3" STEP
3" STEP 3" STEP 3" STEP
HP
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T
C
1031.93
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HP
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100-YR ELEVATION = 1033.06
100-YR ELEVATION = 1032.08
100-YR ELEVATION = 1031.52
1030
1029
1029
1031
1032
1033
1034
1034
1032
10331034
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3
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1031.32
1031.40
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%
1.6
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%
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1.6%1031.90
1031.96
1032.02
1032.321032.25
1032.321032.361032.28
1032.24
1032.00 TC
1031.50 G
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N89°53'57"E 277.84'
S0°13'30"W 365.48' M
S0°06'03"E 365.51' R
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
C2
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1 - AO
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3 - MP
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PLANTING PLAN GENERAL NOTES
A.UTILITY WARNING:
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE
OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT
THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED.
B. NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL
UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING
CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S
CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S
EXPENSE. COORDINATE AND COOPERATE WITH UTILITY
COMPANIES DURING CONSTRUCTION.
C. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM
REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR
NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
D. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A
PERIOD OF ONE YEAR FROM DATE OF INSTALLATION.
E. PROVIDE 1" CLEAN RIVER ROCK MULCH TO 3-INCH DEPTH
AROUND ALL PLANTINGS TO A MIN. 3-FOOT PERIMETER, AND IN
ALL AREAS INDICATED ON PLAN.
F. CONTRACTOR TO INSTALL BLACK METAL EDGING AROUND ALL
INDIVIDUAL TREE PLANTINGS AND AT PERIMETER OF ALL
PLANTING BEDS UNLESS OTHERWISE DIRECTED BY OWNER.
G. SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE.
REFER TO EROSION CONTROL PLAN FOR ADDITIONAL
INFORMATION.
H. PROVIDE DETENTION BASIN SEED MIX AS PROVIDED BY
PRAIRIE MOON NURSERY. WWW.PRAIRIEMOON.COM, 32115
PRAIRIE LANE, WINONA, MN 55987, OR APPROVED EQUAL
SEEDING RATE: 11.48 LBS/ACRE. INSTALL AS PER SUDAS
SPECIFICATIONS 9010 SEEDING.
PROVIDE REGREEN, Tricitum aestivum, SHORT-LIVED STERILE
PERENNIAL WHEAT/WHEAT GRASS HYBRID OR APPROVED
EQUAL. APPLY AT 30 LBS/ACRE.
I. PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY
THE COMMUNITY DEVELOPMENT DEPARTMENT.
J. ALL AREAS IN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE
SODDED. (ALONG BOTH NW 17TH STREET AND NW GETTYSBURG
LANE).
PLANTING PLAN REQUIREMENTS
(LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE
ZONING CODE REQUIREMENTS)
OPEN SPACE:
15% OPEN SPACE REQUIRED
230,896 SF (TOTAL LOT) x 15% = 34,634.4 SF REQUIRED (96,288 SF
OR 41.7% PROVIDED)
1 TREE AND 1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE.
MINIMUM OF 50% OF TOTAL REQUIRED TREES SHALL BE
OVERSTORY SHADE TREES.
34,634.4/1,000 = 34.63 PLANT UNITS (PU'S)
1 TREE x 34.63 PU'S = 34.63 TREES REQUIRED (35 TREES
PROVIDED; 17 DECIDUOUS, 9 EVERGREEN, 9 ORNAMENTAL)
1 SHRUB x 34.63 PU'S = 34.63 SHRUBS REQUIRED (35 SHRUBS
PROVIDED)
OFF-STREET PARKING AREAS:
N/A
BUFFER REQUIREMENT:
40' BUFFER REQUIRED.
2 OVERSTORY TREES, 4 EVERGREEN TREES, AND 3
ORNAMENTAL TREES ARE REQUIRED PER 50LF OF BUFFER.
900 LF OF BUFFER / 50 = 18 PLANT UNITS (PU'S)
2 OVERSTORY TREES x 18 = 36 OVERSTORY TREES REQUIRED (36
PROVIDED)
4 EVERGREEN TREES x 18 = 72 EVERGREEN TREES REUQIRED (72
PROVIDED)
3 ORNAMENTAL TREES x 18 = 54 ORNAMENTAL TREES REQUIRED
(54 PROVIDED)
MINIMUM HEIGHT REQUIREMENTS :
DECIDUOUS OVERSTORY TREES SHALL BE A MINIMUM OF 8' IN
HEIGHT.
EVERGREEN OVERSTORY TREES SHALL BE A MINIMUM OF 6' IN
HEIGHT.
DECIDUOUS ORNAMENTAL TREES SHALL BE A MINIMUM OF 6' IN
HEIGHT.
SEE PLANTING PIT
DETAILS
GARDEN
HOSE FLAGGING
MATERIAL
1
STAKING PLAN
(TREES 2 1/2" DIA OR SMALLER)
STAKING PLAN
(TREES LARGER THAN 2 1/2" DIA)
1 WRAP TRUNK FROM GROUND TO FIRST BRANCH.
1 2 T
O
2 3 T
R
E
E
H
E
I
G
H
T
(4
'
-
0
"
M
I
N
)
1
4 TO 1
3
TREE HEIGHT
(2'-0" MIN)
6"
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
TYPICAL PLANTING PIT DETAIL
SLOPE PLANTING PIT DETAIL
SET ROOT COLLAR AND
ROOT FLARE 2" ABOVE
FINISH GRADE. DO NOT
PLACE MULCH WITHIN
2" OF TRUNK. ROOT COLLAR
IS NOT ALWAYS LOCATED
AT TOP OF ROOTBALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
FINISH GRADE
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, CONTAINERS OR OTHER
MATERIAL THAT WILL IMPEDE THE
GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND
BURLAP (B&B) PLANTS REMOVE
MINIMUM TOP 1
2 OF BURLAP AND WIRE
BASKET MINIMUM.
PLACE ROOT BALL ON UNDISTURBED SOIL
3X ROOTBALL
MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
DE
P
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O
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3X ROOTBALL
MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
DE
P
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RO
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B
A
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OR
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Y
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M
2:1 MAXIMUM
TRANSITION
SLOPE. BEGIN
TRANSITION AT
EDGE OF ROOT
BALL
EXISTING
SLOPE
TREE OR SHRUB
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE
MATERIAL, CONTAINERS OR OTHER
MATERIAL THAT WILL IMPEDE THE
GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED
AND BURLAP (B&B) PLANTS REMOVE
MINIMUM TOP 1/2 OF BURLAP AND
WIRE BASKET MINIMUM.
PLACE ROOT BALL ON
UNDISTURBED SOIL
FINISH GRADE
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
SET ROOT COLLAR AND ROOT FLARE 2"
ABOVE FINISH GRADE. DO NOT PLACE
MULCH WITHIN 2" OF TRUNK. ROOT
COLLAR IS NOT ALWAYS LOCATED AT
TOP OF ROOT BALL
1
C500
PLANTING PIT DETAILS
NO SCALE
2
C500
DECIDUOUS TREES STAKING DETAIL
NO SCALE
CONIFERS QTY BOTANICAL NAME COMMON NAME SIZE TYPE
AB 22 Abies balsamea Balsam Fir 6` Ht.B&B
PG 6 Picea glauca White Spruce 6` Ht.B&B
PC 18 Picea pungens Colorado Spruce 6` Ht.B&B
PP 8 Pinus ponderosa Ponderosa Pine 6` Ht.B&B
PS 25 Pinus strobus White Pine 6` Ht.B&B
TD 2 Taxodium distichum Bald Cypress 6` Ht.B&B
ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME SIZE TYPE
AS 19 Amelanchier alnifolia Serviceberry 6` Ht.B&B
CA 8 Cornus alternifolia Pagoda Dogwood 6` Ht.B&B
CI 9 Crataegus crus-galli inermis Thornless Cockspur Hawthorn 6` Ht.B&B
MP 19 Malus x 'Prairifire'Prairifire Crabapple 6` Ht.B&B
SR 8 Syringa reticulata Japanese Tree Lilac 6` Ht.B&B
SHADE TREES QTY BOTANICAL NAME COMMON NAME SIZE TYPE
AO 12 Aesculus glabra Ohio Buckeye 8` Ht.B&B
BR 4 Betula nigra River Birch 8` Ht.B&B
CO 12 Celtis occidentalis Common Hackberry 8` Ht.B&B
QR 11 Quercus rubra Red Oak 8` Ht.B&B
TC 14 Tilia cordata Littleleaf Linden 8` Ht.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
JF 10 Juniperus chinensis 'Sea Green'Sea Green Juniper 3` Ht.Pot
PK 15 Physocarpus opulifolius 'UMNHarpell' TM Fireside Ninebark 2` Ht.Pot
SB 10 Spiraea betulifolia 'Tor Gold' TM Glow Girl Birchleaf Spirea 1.5` Ht.Pot
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
CK 16 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 1 gal.Pot
PLANT SCHEDULE
G
G
G
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H
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ETYP.
E TYP.
F
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9
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4
5
'
4
0
"
E
2
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7
.
6
6
'
M
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9
°
5
3
'
5
7
"
E
2
7
7
.
8
4
'
P
C1
S0°13'30"W 365.48' M
S0°06'03"E 365.51' P
C2
L
1
C
3
N0°22'09"E 626.62' M
N0°01'48"E 626.59' P
N0°35'09"E 344.25' M
N0°11'51"E 344.30' P
JAM
E
S
P
O
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P
L
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1
LOT
1
9
JAM
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S
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1
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1
8
NW Corner Lot 19
James Pointe Plat 1
Found 1/2" Pipe With
Yellow Plastic Cap #15980
NE Corner Lot 19
James Pointe Plat 1
Found 1/2" Rebar
SE Corner Lot 19 &
NE Corner Lot 18
James Pointe Plat 1
Found 1/2" Rebar
Found 1/2" Rebar With
Yellow Plastic Cap #15980
7.10' M
6.82' P
Found 1/2" Rebar With
Yellow Plastic Cap #15980
Southerly Corner Lot 18
James Pointe Plat 1
NW Corner Lot 18 &
SW Corner Lot 19
James Pointe Plat 1
Found 1/2" Rebar
NW Corner SE1/4-SW1/4
Section 29-79-26
Found 3" Pipe
NW 17TH STREET
N
W
17
T
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NW
VICKSBUR
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COURT
NW
G
E
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S
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E
230,896 SF
5.30 AC
230 NW 17TH STREET
LOT 1
39.42' M
39.42' P
70
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'
R
.
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.
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.
0
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R
.
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PT. S
W
1
/
4
-
S
W
1
/
4
SEC
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9
-
7
9
-
2
6
PT. N
W
1
/
4
-
S
W
1
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4
SEC
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9
-
7
9
-
2
6
JAM
E
S
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P
L
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1
LOT
2
8
JAM
E
S
P
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P
L
A
T
1
LOT
2
7
JAM
E
S
P
O
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N
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P
L
A
T
1
LOT
2
0
JAM
E
S
P
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P
L
A
T
1
LOT
1
7
JAM
E
S
P
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P
L
A
T
1
LOT
1
2
JAM
E
S
P
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1
LOT
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20' Electric Easement
(Book 2021, Page 238)
10' PUE
(Book 2021, Page 245)
15' Sanitary Sewer Easement
(Book 2021, Page 246)
10' PUE
(Book 2021, Page 245)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
20' Private Storm Sewer Easement
(Book 2021, Page 251)
10' PUE
(Book 2021, Page 245)
40' Landscape Buffer Easement
(Book 2021, Page 247)
30
'
B
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30' BSL 30' BSL
30' BSL
Stormwater
Management
Easement
Stormwater
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Easement
Stormwater
Management
Easement
N53°15'12"W 21.66'
C5
C
6
C
7
Found 1/2" Rebar With
Yellow Plastic Cap #15980
CURVE TABLE
CURVE NO.
C1 M
C2 M
C3 M
Δ
89°55'30"
44°13'15"
20°14'16"
RADIUS
25.00'
565.00'
410.00'
ARC LENGTH
39.24'
436.07'
144.82'
TANGENT
24.97'
229.54'
73.17'
CHORD BEARING/LENGTH
S44°45'13"E 35.33'
S22°22'27"W 425.32'
S34°20'02"W 144.07'
C1 P 90°00'00"25.00'39.27'N45°06'03"W 35.36'
C2 P 44°12'52"565.00'436.00'N22°00'23"E 425.26'
C3 P 20°14'14"410.00'144.82'N33°59'41"E 144.06'
LINE TABLE
LINE #
L1 M
LENGTH (FT)
93.59
DIRECTION
S44° 25' 08"W
L1 P 93.59 S44° 06' 48"W
C4
C5
C6
C7
26°55'10"
12°15'08"
7°59'08"
3°32'09"
565.00'
410.00'
410.00'
565.00'
265.46'
87.67'
57.14'
34.87'
135.22'
44.00'
28.62'
17.44'
S13°43'25"W 263.02'
N30°20'28"E 87.51'
S40°27'35"W 57.10'
S42°43'01"W 34.86'
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JAMES POINTE PLAT 4
INDEX LEGEND
SURVEYOR'S NAME / RETURN TO:
ERIN GRIFFIN
SNYDER & ASSOCIATES, INC.
2727 SW SNYDER BOULEVARD
ANKENY, IOWA 50023
515-964-2020
EGRIFFIN@SNYDER-ASSOCIATES.COM
SERVICE PROVIDED BY:
SNYDER & ASSOCIATES, INC.
SURVEY LOCATED:
LOT 18 & LOT 19
JAMES POINTE PLAT 1
SEC. 29-79-26
REQUESTED BY:
WAUKEE LAND INVESTMENT, LLC
AREA ABOVE RESERVED FOR RECORDER'S STAMP.
Erin D. Griffin, PLS Date
License Number 19710
My License Renewal Date is December 31, 2023
Pages or sheets covered by this seal:
ERIN D.
GRIFFIN
19710
AIOW
L
I
CENSED P R O F E S S IONAL LA
N
D
S
U
R
V
EYOR
I hereby certify that this land surveying document
was prepared and the related survey work was
performed by me or under my direct personal
supervision and that I am a duly licensed
Professional Land Surveyor under the laws of the
State of Iowa.
Sheet 1 of 1
FINAL PLAT
LEGEND
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap #19710
w/Yellow Plastic Cap
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
PROPERTY DESCRIPTION
LOT 18, AND LOT 19, JAMES POINTE PLAT 1, AN OFFICIAL PLAT, CITY OF
WAUKEE, DALLAS COUNTY, IOWA.
PROPERTY ADDRESS
230 NW 17TH STREET
WAUKEE, IA 50263
ZONING
M-1: LIGHT INDUSTRIAL
AREA SUMMARY
LOT 1 GROSS AREA: 5.30 AC (230,896 SF)
OWNER
WAUKEE LAND INVESTMENT, LLC.
9235 SWANSON BLVD
CLIVE, IA 50325
CONTACT: CASEY SHELTON
PHONE: (515) 499-6194
BULK REGULATIONS
LOT AREA = NONE
FRONT YARD= 30 FEET
SIDE YARD = NONE EXCEPT FOR WHEN ADJACENT TO AN "R" OR "C-1"
DISTRICT OR STREET R.O.W LINE, THEN 25 FEET
REAR YARD = 30 FEET
MINIMUM OPEN SPACE = 15%
NOTES
1.STORMWATER MANAGEMENT EASEMENTS TO BE OWNED AND
MAINTAINED BY PROPERTY OWNER.
VICINITY MAP
PROJECT LOCATION
HICKMAN RD / HWY 6
T
A
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E
NW
1
7
T
H
S
T
NOT TO SCALE
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