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Home My WebLink About2025-02-18 I08A-C Edgeland Waukee_Preliminary Plat, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: February 18, 2025 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, final plat and site plan for Edgeland Waukee Plat 1 FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat, final plat and site plan for a townhome development, located north of Hickman Road and east of NW 2nd Street, containing 4.16-acres. The project includes the construction of six townhome buildings with a total of 24 townhome units. Each unit accounts for one lot for a total of 24 corresponding lots. Each building includes 4 townhome units. All units have four bedrooms and are 1,585 square feet in area. All units are two-story and include a two-car attached garage. The site plan also includes a pickleball court within the center portion of the site. The final plat identifies 24 townhomes lots as well as Outlot ‘X’ for all of the common areas, including the pickleball court and the private street. One access is provided into the site off of NW 2nd Street. The street interior to the site will be privately owned and maintained by the homeowner’s association. A total of 53 parking spaces are required and a total of 53 spaces are provided. This includes two attached garage spaces per unit. The units will be serviced with private utilities. Storm water detention will be provided in a basin located at the north side of the site. A minimum of 20% of the site is required to be open space, they are providing 62%. The required amount of plantings are being provided, including landscape buffers along both NW 2nd Street and the northwest property line. The elevations of the buildings will be constructed of mostly vinyl lap siding, vinyl board and batten siding, stone veneer, and asphalt shingles in different color variations. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the preliminary plat, final plat, and site plan request at their meeting on January 28, 2025, and recommended approval: Approval of a Preliminary Plat, Final Plat and Site Plan for Edgeland Waukee Plat 1 I8A-C Melissa DeBoer, Planning Coordinator, introduced the request for approval of a preliminary plat, final plat, and site plan for a townhome development, as requested by Erickson Balmer Construction and Indi Run West, LLC, represented by Korey Marsh, of Synder & Associates, Inc. The property is generally located north of Hickman Road and east of NW 2nd Street, containing approximately 4.16-acres. The subject property is currently vacant but was rezoned from R-2 to R-4 in 2022 with the Indi Run Development to the north. The project includes a total of six townhome buildings with a total of 24 townhome units for the entire site. Each unit accounts for one lot for a total of 24 corresponding lots. Each building includes four townhome units. All units have four bedrooms and are 1,586 square feet in area. All units are two- story and include a two-car attached garage. The site plan also includes a pickleball court located within the center of the site, surrounded by a 6- foot tall, black, chain link fence. A cluster mailbox is also included within this center portion of the site. The final plat identifies the 24 townhomes lots as well as Outlot “X” for all of the common areas, including the pickleball court and private streets. One access is provided into this site from NW 2nd Street. The street interior to the site will be privately owned and maintained by the homeowner’s association. A total of 53 parking spaces are required, with 53 spaces being provided, including one accessible parking space. This includes the two attached garage spaces per unit. An existing five-foot wide sidewalk runs adjacent to the site along NW 2nd Street. Pedestrian connections will be provided into the site from the existing sidewalk. Private sidewalks will be installed adjacent to the private street internal to the site to provide pedestrian access. Units will be serviced with private utilities that will be privately owned and maintained by the homeowner’s association. Storm water detention will be provided in a basin located at the north side of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 62%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. Landscape buffers are provided along NW 2nd Street and the northwest property line. Building elevations are proposed to be constructed of vinyl lap siding, vinyl board & batten siding, stone veneer, and asphalt shingles in different color variations. The lighting plan includes one parking lot light fixture within the center of the site near the pickleball court, with general exterior residential house lighting on each unit, fronting the private street. The plan meets the requirements of the City Code. All proposed easements have been indicated on the final plat. A detention easement will be provided for the detention basin on the north side of the site. Landscape buffer easements will be provided along NW 2nd Street and along the northwest property line. Ingress/egress easements are provided for access to the site. Parkland dedication is required for this project due to its residential nature. The total amount of parkland required based on the number of units proposed is 0.35-acres. Parkland dedication will be satisfied with a fee in lieu of land dedication. The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat and site plan for Edgeland Waukee Plat 1 subject to remaining staff comments and review of legal documents. Discussion as follows: • General discussion of parking spaces provided • Confirmation that these are planned as owned units, not rentals Motion by Commissioner Streit for approval of a Preliminary Plat for Edgeland Waukee Plat I, seconded by Commissioner Lohse. Ayes: Broderick, Streit, Beenken, Lohse, and Bankole. Nays: None. Motion carried. Motion by Commissioner Streit approval of a Final Plat for Edgeland Waukee Plat I, seconded by Commissioner Broderick. Ayes: Broderick, Streit, Beenken, Lohse, and Bankole. Nays: None. Motion carried. Motion by Commissioner Streit for approval of a Site Plan for Edgeland Waukee Plat I, seconded by Commissioner Lohse. Ayes: Broderick, Streit, Beenken, Lohse, and Bankole. Nays: None. Motion carried. RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat/Site Plan IV. Final Plat V. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE PRELIMINARY PLAT FOR EDGELAND WAUKEE 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 Edgeland Waukee Plat 1 on January 28, 2025; AND, WHEREAS, the Preliminary Plat for Edgeland Waukee 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 18th day of February, 2025 that the Preliminary Plat for Edgeland Waukee 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 R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE FINAL PLAT FOR EDGELAND WAUKEE 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, FOUR BED WAUKEE LLC, has requested final plat approval of Edgeland Waukee Plat 1 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on January 28, 2025, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Edgeland Waukee 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 18th day of February, 2025, that the Final Plat for Edgeland Waukee 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. Landscape Buffer Easement; 2. Detention Easement; 3. Private Water Main Easement; 4. Public Utility Easement; 5. Public Ingress/Egress Easement; 6. Public Overland Flowage Easement; 7. Private Sanitary Sewer Easement; and 8. Private Sanitary Sewer 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 2025- APPROVING THE SITE PLAN FOR EDGELAND WAUKEE 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 recommended approval of the Site Plan for Edgeland Waukee Plat 1, subject to remaining staff comments on January 28, 2025; AND, WHEREAS, the Site Plan for Edgeland Waukee Plat 1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Edgeland Waukee Plat 1 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 18th day of February, 2025, that the Site Plan for Edgeland Waukee Plat 1 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Edgeland Waukee Plat 1 – Preliminary Plat/Site Plan and Final Plat PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: January 24, 2025 MEETING DATE: January 28, 2025 GENERAL INFORMATION Applicant: Erickson Balmer Construction Owner: Indi Run West, LLC Owner’s Representative: Korey Marsh, PE with Snyder & Associates, Inc. Request: The applicant is requesting approval of a preliminary plat, final plat and site plan for a townhome development. Location and Size: Property is generally located north of Hickman Road and east of NW 2nd Street, containing approximately 4.16-acres. AREA MAP ABOVE: Aerial of property identifying the proposed development (outlined in RED). January 24, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Medium Density Residential R-4 (Row Dwelling & Townhome Dwelling District) North Single Family Residential (Indi Run) Single Family Residential R-2 (One & Two Family Residential District) South Multi-Family Residential / Vacant – Undeveloped Medium Density Residential & Mixed Use R-3 (Multi-Family Residential District)/PD-1 (Planned Development Overlay District) & C-1 (Community & Highway Service Commercial District) East Townhome Residential (The Commons at Greenway) Medium Density Residential R-4 (Row Dwelling & Townhome Dwelling District)/PD-1 (Planned Development Overlay District) West Single Family Residential / Multi- Family Residential Medium Density Residential & Single Family Residential R-3 (Multi-Family Residential District)/PD-1 (Planned Development Overlay District) & R-2 (One & Two Family Residential District) HISTORY The subject property is vacant, undeveloped land. It was rezoned from R-2 (One & Two Family Residential District) to R-4 (Row Dwelling & Townhome Dwelling District) in 2022 with the Indi Run development to the north. PROJECT DESCRIPTION The project includes a total of 6 townhome buildings with a total of 24 townhome units for the entire site. Each unit accounts for one lot for a total of 24 corresponding lots. Each building includes 4 townhome units. All units have four bedrooms and are 1,585 square feet in area. All units are two-story and include a two-car attached garage. The site plan also includes a pickleball court located within the center of the site, surrounded by a 6-foot tall, black, chain-link fence. A cluster mailbox is also included within this center portion of the site. The final plat identifies the 24 townhome lots as well as Outlot ‘X’ for all of the common areas, including the pickleball court and private street. ACCESS AND PARKING One access is provided into this site off of NW 2nd Street. The street interior to the site will be privately owned and maintained by the homeowner’s association. A total of 53 parking spaces are required and a total of 53 spaces are provided, including 1 accessible parking stall. This includes 2 attached garage spaces per unit. January 24, 2025 3 of 3 SIDEWALKS/TRAILS An existing five-foot wide sidewalk runs adjacent to the site along NW 2nd Street. Pedestrian connections will be provided into the site from the existing sidewalk. Private sidewalks will be installed adjacent to the private street internal to the site to provide pedestrian access across the site. UTILITIES The units will be serviced with private utilities that will be privately owned and maintained by the homeowner’s association. Storm water detention will be provided in a basin located at the north side of the site. 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 62%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. Landscape buffers are provided along NW 2nd Street and the northwest property line. BUILDING ELEVATIONS The elevations of the buildings are proposed to be constructed of vinyl lap siding, vinyl board & batten siding, stone veneer, and asphalt singles in different color variations. Elevations of the proposed buildings have been provided for review along with the proposed color schemes. LIGHTING PLAN The lighting plan for the site includes one parking lot light fixture located within the center of the site, near the pickleball court, and general exterior residential house lighting on each unit, fronting the private street. The photometric plan meets the requirements of the City Code. EASEMENTS All proposed easements have been indicated on the final plat. A detention easement will be provided for the detention basin at the north side of the site. Landscape buffer easements will be provided along NW 2nd Street and along the northwest property line. Ingress/egress easements are provided for access throughout the site. PARKLAND DEDICATION Parkland dedication is required for this project due to its residential nature. The total amount of parkland required based on the number of units proposed is 0.35-acres. Parkland dedication will be satisfied with a fee in lieu of land dedication. STAFF RECOMMENDATION The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat and site plan for Edgeland Waukee Plat 1 subject to remaining staff comments and review of the legal documents. N W S U NRISE DR N W 2 N D S T HICKMAN RD/ US HWY 6 WA R R I O R L N N W V E N T U R E D R V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ T S H . d w g KE N A N S U B A S I C , TI T L E S H E E T , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 50 0 ' 12 4 . 1 0 5 4 . 0 1 C1 0 0 124.1054.01 C100 ED G E L A N D W A U K E E P L A T 1 TI T L E S H E E T WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S PRELIMINARY PLAT/ SITE PLAN FOR EDGELAND WAUKEE PLAT 1 CITY OF WAUKEE, DALLAS COUNTY, IOWA VICINITY MAP PROJECT LOCATION SCALE: 1" = 500' OWNER 4 BED WAUKEE LLC 2453 106TH STREET URBANDALE, IOWA 50322 CONTACT: DYLAN BALMER PHONE: (515) 318-0781 DEVELOPER ERICKSON BALMER CONSTRUCTION 2453 106TH ST URBANDALE, IOWA 50322 CONTACT: BRIAN BALMER PHONE: (515) 252-1510 ENGINEER SNYDER & ASSOCIATES, INC. 2727 SW SNYDER BOULEVARD ANKENY, IOWA 50023 CONTACT: KOREY MARSH, PE PHONE: (515) 964-2020 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, 2026 Pages or sheets covered by this seal: KOREY M. MARSH P25347 D P R O F E L NS E ICE IONAL EN G I N E ER AIOW SS C100-C402 INDEX OF SHEETS Sheet Number Sheet Title C100 TITLE SHEET C101 PROJECT INFORMATION C102 EXISTING SITE SURVEY C200 DIMENSION PLAN C300 UTILITY PLAN C400 GRADING AND EROSION CONTROL PLAN C401 DETAILED GRADING PLAN C402 GRADING SPOT DETAILS C500 PLANTING PLAN P E F RO S S O N LA I AC PNALCDS CAR H E CE T TII A ETST F IO AW O License Expires: June 30, 2026 NICHOLAS L HUSS 835 LANDSCAPE ARCHITECT NO. Nicholas L. Huss, PLA License Number Pages or sheets covered by this seal: 835 Date I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Landscape Architect under the laws of the State of Iowa. C500 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ T S H . d w g KE N A N S U B A S I C , PR O J E C T I N F O R M A T I O N , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 ## # ' 12 4 . 1 0 5 4 . 0 1 C1 0 1 124.1054.01 C101 ED G E L A N D W A U K E E P L A T 1 PR O J E C T I N F O R M A T I O N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S 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 POLLUTION PREVENTION NOTES A.POLLUTION PREVENTION AND EROSION PROTECTION 1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. 2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR. B.STORM WATER DISCHARGE PERMIT 1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA. 3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION. C.POLLUTION PREVENTION PLAN 1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. 2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. 3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION. b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS. c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME. d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY. e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS. f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION. g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED. h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE LOCATED. i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE. k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION". A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE CURRENT WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2024 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS REPORTS PREPARED BY OTHERS. C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE. E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM DENSITY. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS. I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE. K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT. P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION. Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET. R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING. S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN FACILITIES. T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT PRIOR TO CONSTRUCTION. U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE. V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL. X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE SEALED. Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL PUBLIC ACCESSIBLE RAMPS, DETENTION FACILITIES AND DETENTION OVERFLOW GRADES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS. Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING. AA. CONTRACTOR SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS. CC. ALL FIRE HYDRANTS TO HAVE 5 INCH STORZ FITTINGS. DD. CONTRACTOR IS RESPONSIBLE TO OBTAIN WRITTEN APPROVAL FOR ANY PLAN CHANGES DURING CONSTRUCTION FROM THE COMMUNITY DEVELOPMENT DEPARTMENT. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES THAT HAVE NOT RECEIVED WRITTEN APPROVAL FROM THE COMMUNITY DEVELOPMENT DEPARTMENT. GENERAL NOTES UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552405265. FO1-FIBER OPTIC CENTURYLINK SADIE HULL 918-547-0147 SADIE.HULL@LUMEN.COM NO RESPONSE MEDIACOM JERRY BROUGHTON 845-587-2521 JBROUGHTON@MEDIACOMCC.COM CLEAR PER MAP INTERNET CONSULTING SERVICES ADAM WOODARD 515-268-4045 LOCATES@ICS-LLC.NET UE1-UNDERGROUND ELECTRIC MIDAMER-ELEC JAMIE NEER 515-252-6972 MECDSMDESIGNLOCATES@MIDAMERICAN.COM NO RESPONSE MI-FIBER JUSTIN MILLER 515-897-8802 JMILLER@MI-FIBER.NET G1-GAS MAIN WAUKEE, CITY OF S1-SANITARY SEWER TIM ROYER ST1-STORM SEWER 515-987-4363 W1-WATER MAIN TROYER@WAUKEE.ORG FO19-FIBER OPTIC CONTROL POINTS IOWA SOUTH STATE PLANE COORDINATE SYSTEM NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP100 N=589771.58 E=1536069.37 Z=1016.91 FOUND CUT "X" ON TOP CURB LOCATED WEST SIDE OF NW 2ND ST., +-30' SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) CP101 N=589490.96 E=1536276.92 Z=1015.84 SET CUT "X" ON EAST SIDE SIDEWALK LOCATED WEST SIDE NW 2ND ST. ACROSS FROM 3RD HYDRANT SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) CP102 N=589295.32 E=1536628.11 Z=1013.96 SET CUT "X" ON NORTH SIDE OF SIDEWALK LOCATED SOUTH SIDE OF NW 2ND ST. SOUTH OF WEST FACE OF UNIT 278 ON NW COMMON PLACE. (AS SHOWN ON SURVEY) CP103 N=590063.78 E=1536603.32 Z=1006.30 FOUND 1/2" REBAR WITH RED PLASTIC CAP #19968 LOCATED +-80' NW OF 282 NW GREENWOOD PLACE, NE CORNER SITE. (AS SHOWN ON SURVEY) BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=589774- E=1536134- Z=1019.21 BURY BOLT ON HYDRANT LOCATED EAST SIDE OF NW 2ND ST., 1ST HYDRANT SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) BM501 N=589393- E=1536583- Z=1015.19 BURY BOLT ON HYDRANT LOCATED NORTH SIDE NW 2ND ST. +-40' SW OF TOWNHOME AT 278 NW COMMON PLACE. (AS SHOWN ON SURVEY) PROPERTY DESCRIPTION ZONING PARCEL 22-20 S1/2 /EX PARCEL 22-57 & EX INDI RUN PLATS 4, 5, & 6 & EX PARCELS 23-102 & 23-103/ R-4 - ROW DWELLING AND TOWNHOME DISTRICT GENERAL USE TOWNHOMES PARKING REQUIREMENTS TOWNHOMES: PARKING REQUIRED: 2 STALL PER UNIT PLUS 1 STALL PER 5 UNITS 24 UNITS X 2 STALLS = 48 STALLS 24 UNITS / 5 = 5 STALLS TOTAL STALL REQUIRED = 53 STALLS PARKING PROVIDED: GARAGE STALL = 24 STALLS (1 PER UNIT) DRIVEWAY STALL = 24 STALLS (1 PER UNIT) OPEN STALL = 5 STALLS TOTAL STALLS PROVIDED = 53 STALLS (INCLUDING 1 HANDICAP ACCESSIBLE STALL) DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS REAR YARD = 30 FEET NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3 NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6. MINIMUM OPEN SPACE = 20% BULK REGULATIONS MINIMUM OF 20% OPEN SPACE REQUIRED TOTAL AREA 156,261 SF IMPERVIOUS AREA 59,911 SF MIN OPEN SPACE REQUIRED 31,252 SF (20.0%) OPEN SPACE PROVIDED 96,350 SF (61.6%) OPEN SPACE REQUIREMENTS CONSTRUCTION START: SPRING 2025 EARTHWORK: SPRING 2025 UTILITIES: SPRING 2025 PAVING: SUMMER 2025 BUILDING CONSTRUCTION: SUMMER 2025 PROJECT TIMELINE 4 BEDROOM UNITS AREA= 1,585 SF UNIT DESCRIPTION 100 101 103 BM500 BM501 Electric Power & Light Windstream F.L.=1003.40 5.5'Tx12'W RCB SW F.L.=1003.31 5.5'Tx12'W Culvert SW F.L.=1004.37 5.5'Tx12'W RCB NE F.L.=1004.77 Metal Fence Metal Fence F.L.=1003.61 10" CPP SE W/Metal Apron Rim=1016.32 Intake=1015.55 F.L.=1006.25 15" RCP SW F.L.=1006.02 18" RCP SE Storm C/O Rim=1015.91 Intake=1014.09 F.L.=1010.14 15" RCP SW Intake=1013.12 F.L.=1009.22 15" RCP SW Intake=1012.32 F.L.=1007.57 15" RCP SW Rim=1014.69 Inv=1006.84 8" TRUSS E Rim=1006.14 Inv=993.83 8" TRUSS NE CO N C R E T E S I D E W A L K CONCRETE SIDEWALK CONCRETE N W 2 N D S T R E E T C O N C R E T E NW COMMON PL Rip/Rap Rip/Rap 1 0 1 6 1 0 1 5 1 0 1 4 1 0 1 3 101 4 10 1 5 1 0 1 7 1 0 1 7 1 0 1 5 1 0 1 0 10 0 5 101 0 10 0 5 101 3 1015 1014 1013 101 2 10 1 5 1013 1015 1013 1015 10 2 4 1020 1015 1011 1010 10 2 0 10 1 5 10 2 0 10 1 5 101 7 101 5 10 1 0 101 2 101 0 100 8 100 5 1005 10 0 8 100 4 100 4 100 9 100 7 10 0 6 1005 1008 1009 10 1 3 1 0 1 5 1014 C O N C R E T E S I D E W A L K C O N C R E T E S I D E W A L K Edge Concrete Drive 30' B S L 30' B S L 30 ' B S L 3 0' B S L Existing 10' PUE (Book 2020, Page 26793) N0°23'18"E 9.72' R N0°23'39"E 9.59' M 100 ' R O W Existing 66' Public Storm Sewer Easement (Book 2020, Page 26801) 25' L a n d s c a p e B u f f e r E a s e m e n t 2 5 ' L a n d s c a p e B u ff e r E a s e m e n t V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ E S S . d w g KE N A N S U B A S I C , EX I S T I N G S I T E S U R V E Y , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 40 EXISTING SITE SURVEY 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. NOTES 1.BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF BUILDING COMPONENTS. 2.FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES. 3.FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE FROM STRUCTURE TO STRUCTURE. 4.UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING. 5.UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY CANNOT BE GUARANTEED. 6.BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE SET. UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552405265. FO1-FIBER OPTIC CENTURYLINK SADIE HULL 918-547-0147 SADIE.HULL@LUMEN.COM NO RESPONSE MEDIACOM JERRY BROUGHTON 845-587-2521 JBROUGHTON@MEDIACOMCC.COM CLEAR PER MAP INTERNET CONSULTING SERVICES ADAM WOODARD 515-268-4045 LOCATES@ICS-LLC.NET UE1-UNDERGROUND ELECTRIC MIDAMER-ELEC JAMIE NEER 515-252-6972 MECDSMDESIGNLOCATES@MIDAMERICAN.COM NO RESPONSE MI-FIBER JUSTIN MILLER 515-897-8802 JMILLER@MI-FIBER.NET G1-GAS MAIN WAUKEE, CITY OF S1-SANITARY SEWER TIM ROYER ST1-STORM SEWER 515-987-4363 W1-WATER MAIN TROYER@WAUKEE.ORG FO19-FIBER OPTIC CONTROL POINTS IOWA SOUTH STATE PLANE COORDINATE SYSTEM NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP100 N=589771.58 E=1536069.37 Z=1016.91 FOUND CUT "X" ON TOP CURB LOCATED WEST SIDE OF NW 2ND ST., +-30' SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) CP101 N=589490.96 E=1536276.92 Z=1015.84 SET CUT "X" ON EAST SIDE SIDEWALK LOCATED WEST SIDE NW 2ND ST. ACROSS FROM 3RD HYDRANT SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) CP102 N=589295.32 E=1536628.11 Z=1013.96 SET CUT "X" ON NORTH SIDE OF SIDEWALK LOCATED SOUTH SIDE OF NW 2ND ST. SOUTH OF WEST FACE OF UNIT 278 ON NW COMMON PLACE. (AS SHOWN ON SURVEY) CP103 N=590063.78 E=1536603.32 Z=1006.30 FOUND 1/2" REBAR WITH RED PLASTIC CAP #19968 LOCATED +-80' NW OF 282 NW GREENWOOD PLACE, NE CORNER SITE. (AS SHOWN ON SURVEY) BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=589774- E=1536134- Z=1019.21 BURY BOLT ON HYDRANT LOCATED EAST SIDE OF NW 2ND ST., 1ST HYDRANT SOUTH OF EAST DRIVE TO FIRESIDE AT WAUKEE APARTMENTS. (AS SHOWN ON SURVEY) BM501 N=589393- E=1536583- Z=1015.19 BURY BOLT ON HYDRANT LOCATED NORTH SIDE NW 2ND ST. +-40' SW OF TOWNHOME AT 278 NW COMMON PLACE. (AS SHOWN ON SURVEY) DATE OF SURVEY SEPTEMBER 09, 2024 FEATURES EXISTING 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 Sanitary Sewer with Size Sanitary Manhole Storm Sewer with Size Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake (*) Denotes the survey quality service level for utilities 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 Test Hole Location for SUE w/ID LEGEND ○ 1 2 2 5 X 1225.25 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 ## ' 12 4 . 1 0 5 4 . 0 1 C1 0 2 124.1054.01 C102 ED G E L A N D W A U K E E P L A T 1 EX I S T I N G S I T E S U R V E Y WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S 1 0 0 1 0 1 1 0 3 BM 5 0 0 BM 5 0 1 El e c t r i c P o w e r & L i g h t Wi n d s t r e a m Me t a l F e n c e Me t a l F e n c e Ri m = 1 0 1 4 . 6 9 In v = 1 0 0 6 . 8 4 8 " T R U S S E Ri m = 1 0 0 6 . 1 4 In v = 9 9 3 . 8 3 8 " T R U S S N E CONCRETE SIDEWALK CO N C R E T E S I D E W A L K CO N C R E T E N W 2 N D S T R E E TCO N C R E T E NW C O M M O N P L Ri p / R a p Ri p / R a p CON C R E T E S I D E W A L K CO N C R E T E S I D E W A L K Ed g e C o n c r e t e D r i v e N W 2 N D S T R E E T N W C A S P I A N C O U R T 15" ST12" ST12" ST 12 " S T 12" S T 10" S T 15 " S T 18" ST 18" ST 6" ST6" ST 6 " S T 18" ST 15" S T 6" ST 15" ST 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 141516 131718192022232421 1 2 3 6 7 8 5 3 0 ' B S L 3 0 ' B S L 30' BSL 3 0'B S L S 3 6 ° 1 8 ' 3 3 " W 1 9 9 . 0 6 ' M S 3 6 ° 1 9 ' 4 0 " W 1 9 9 . 3 0 ' P S 5 5 ° 0 6 ' 3 6 " W 3 5 0 . 5 0 ' M S 5 5 ° 0 6 ' 5 7 " W 3 5 0 . 3 6 ' P N0°23'39"E 662.82' M C1 N46 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S46 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' N46 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S46 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' 4 N 4 3 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S 4 3 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' N 4 3 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S 4 3 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' N35 ° 1 5 ' 4 5 " W 5 6 . 0 0 ' S35 ° 1 5 ' 4 5 " E 5 6 . 0 0 ' S0°22'35"W 104.00' N0°22'35"E 104.00' S0°22'35"W 104.00' N0°22'35"E 104.00'N0°22'35"E 104.00' S0°22'35"W 104.00' N 5 4 ° 4 4 ' 1 5 " E 1 0 4 . 0 0 ' S 5 4 ° 4 4 ' 1 5 " W 1 0 4 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 56.0 0 ' 56.0 0 ' 56.0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' N0°23'18"E 9.72' R N0°23'39"E 9.59' M 1 0 0 ' R O W 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00'27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00'27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00' 2 5 ' L a n d s c a p e B u f f e r E a s e m e n t 2 5 'L a n d s c a p e B u ffe r Easem en t 3A 3A 3A 3A 3C 3B 3B 3B 3B 3B 5A 5B 3A 3B 3B 3B 3G TYP3GTYP 3G TYP 3G TYP 3G TYP 1 6 ' 16' 16' 16' 16' 3H3E 3E 3F 9.5'9' 4C4B 4A TYP 2A 3D 3D 3D3D 3D 3J 1A 1A 1A 1A 1A 25 ' 5' 20 ' 2 0 ' 20' 2 5 ' 46' 25' 46 ' 6' 20' 25' 2 9 . 3 ' 4 6 ' 25' 5' 18 ' 6'6' 5' 5' 6' 6' R 1 2 . 5 ' R5 1 ' R7 6 ' R25' R 2 5 ' R 5 ' R15' R5 ' R1 5 ' R 1 5 ' R20' R1 5 ' 6A 7 777 7 7 3D 3D 3L 3L 3C 3C 3I 26 ' 58' 6' 1B 1B 2B 15'20' 15' 1 0 0 ' R O W 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND PRIVATE SANITARY SEWER EASEMENT 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND PRIVATE SANITARY SEWER EASEMENT PR I V A T E ST O R M W A T E R MA N A G E M E N T EA S E M E N T 20' PRIVATE SANITARY SEWER EASEMENT 20' PRIVATE SANITARY SEWER EASEMENT 30' OVERLAND FLOWAGE EASEMENT Existing 10' PUE (Bk 2020, Pg 26803) 10' PUE 10' PUE 10' PUE Existing 66' Public Storm Sewer Easement (Bk 2020, Pg 26801) LO T 3 1 OW N E R : P I O N E E R AS S E T S , L L C LO T 3 2 OW N E R : B R O W N , SY D N E Y O U T L O T " Y " O W N E R : T H E C O M M O N S A T G R E E N W A Y T O W N H O O M E S A S S O C I A T I O N LO T 3 0 OW N E R : P I O N E E R AS S E T S , L L C LO T 2 9 OW N E R : S N Y D E R , BR I T T A N Y A . LO T 2 8 OW N E R : T A X T E D , JA M I E & M E L I S S A JT R S LO T 2 7 OW N E R : W U L F , TR A V I S J . LO T 2 6 OW N E R : W I I G , Z A C K LO T 2 5 OW N E R : T U R N E R , DI A N N A L . & A U S T I N B. I V J T R S LO T 2 4 OW N E R : S A L E S E V I C , ZI J A D & A L E M A J T R S LO T 2 3 OW N E R : K E T O , KO K O U M A W U F E M O & Y E M I S S I N A D E G E JT R S LO T 2 2 OW N E R : S C O T T , SU M M E R LO T 2 1 OW N E R : P I N O , AN D R E A R E V O C A B L E LI V I N G T R U S T LO T 2 0 OW N E R : E W A L D , AN N A LO T 1 9 OW N E R : R O U S E , AN G E L A S U Z A N N E & NI C H O L A S J O H N JT R S LO T 1 8 OW N E R : A G A Y B I , SA M E H Z & G H A L Y , ER E E N Y J T R S LO T 1 7 OW N E R : CA B R E R A - M E N D O Z A , NO E S A U L & SL E C H T A , M O R G A N JT R S LO T 1 6 OW N E R : P A D O N O U , SE S S I A R L E T T E LO T 1 5 LO T 1 4 THE COMMONS AT GREENWAY PLAT 2 ZONING: R-4/PD-1 O U T L O T " Y " I N D I R U N P L A T 6 O W N E R : C I T Y O F W A U K E E Z O N I N G : R - 2 / P D - 1 P T . P A R C E L " 2 2 - 2 0 " ( B O O K 2 0 2 2 , P A G E 9 8 5 4 ) S E 1 / 4 S E C T I O N 2 8 - 7 9 - 2 6 P A R C E L ' 2 4 - 1 1 2 ' ( I N S T . N O 2 0 2 4 - 1 7 1 2 3 ) 10' PUE V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ D I M . d w g KE N A N S U B A S I C , DI M E N S I O N P L A N , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 30 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 30 ' 12 4 . 1 0 5 4 . 0 1 C2 0 0 124.1054.01 C200 ED G E L A N D W A U K E E P L A T 1 DI M E N S I O N P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S DIMENSION PLAN CONSTRUCTION NOTES 1. PROTECT THE FOLLOWING SITE FEATURES: A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION AND MINIMUM COVER REQUIREMENTS PRIOR TO CONSTRUCTION. B.EXISTING PAVEMENT. 2.DEMOLITION. REMOVE THE FOLLOWING: A.GRIND EXISTING CURB FOR PAVEMENT CONNECTION. B.REMOVE EXISTING SIDEWALK. 3.PAVEMENTS, PROVIDE THE FOLLOWING: A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. C.6" PCC STANDARD CURB. D.3" PCC ROLL CURB. E.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE SHOWN. F.CONNECT TO EXISTING PCC PAVEMENT WITH SUDAS TYPE A CONNECTION. G.5" DEPTH PCC PAVEMENT DRIVEWAYS ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. H.8" PCC, 4'X4' CLUSTER MAIL BOX PAD. SEE DETAIL ON THIS SHEET. I.INTEGRAL CURB AND 4" PCC SIDEWALK. J.8" DEPTH PCC ENTRANCE APPROACH ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. K.GRIND CURB AS NECESSARY FOR DRIVEWAY INSTALLATION. L.TAPER CURB IN 3'. 4.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING: A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW. B.PAINTED 45° STRIPING AT 3' O.C. C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG REQUIREMENTS. 5.SIGNAGE PROVIDE THE FOLLOWING: A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS PER ADAAG STANDARDS. SECURE SIGN TO FENCE. B.STOP SIGN. CONTRACTOR TO INSTALL. 6.SITE AMENITIES, PROVIDE THE FOLLOWING: A.PICKLEBALL COURT WITH NETS, 6' BLACK VINYL COATED FENCING, POST AND PAVEMENT MARKINGS. 7.SEE ARCHITECTURAL PLANS FOR BUILDING CONSTRUCTION PLANS. FORM GRADE ELEV. 6" 1 C200 INTEGRAL SIDEWALK AND CURB DETAIL NO SCALE ADJACENT PAVEMENT SIDEWALK 4" M I N 3 C200 3-INCH ROLLED CURB NO SCALE SLOPE AS PER PLANS 2% MAX 4 1 2" 7 1 2" 6" 12"18" 2 1 2" 10 1 2" 3" 7" 2 C200 6-INCH STANDARD CURB NO SCALE R3" R3" 1" RADIUS SEALED 'E' JOINT FINISHED GRADE OR SIDEWALK (SEE PLAN) 3" DROP CURB 2"R 1"R MAP LOCATED TILE. CONTRACTOR TO PROTECT EXISTING TILE AT ALL TIMES DURING CONSTRUCTION. CONTACT ENGINEER, OWNER AND CITY OF WAUKEE IF ENCOUNTERED DURING CONSTRUCTION. VERIFY EXACT TILE LOCATION PRIOR TO CONSTRUCTION. 2% M A X 4 C200 CLUSTER MAILBOX PAD DETAIL NO SCALE CURVE TABLE CURVE NO. C1 Δ 30°37'38" RADIUS 950.00' ARC LENGTH 507.82' TANGENT 260.13' CHORD BEARING/LENGTH S53°00'41"E 501.79' APPROXIMATE HAND HOLE BANK. VERIFY LOCATION PRIOR TO CONSTRUCTION. MAINTAIN EXISTING GRADE AT HANDHOLE LOCATIONS. 1 0 0 1 0 1 1 0 3 BM 5 0 0 BM 5 0 1 El e c t r i c P o w e r & L i g h t Wi n d s t r e a m F. L . = 1 0 0 3 . 4 0 5. 5 ' T x 1 2 ' W R C B S W F. L . = 1 0 0 3 . 3 1 5. 5 ' T x 1 2 ' W C u l v e r t S W F. L . = 1 0 0 4 . 3 7 5. 5 ' T x 1 2 ' W R C B N E F. L . = 1 0 0 4 . 7 7 Me t a l F e n c e Me t a l F e n c e F. L . = 1 0 0 3 . 6 1 10 " C P P S E W / M e t a l A p r o n Ri m = 1 0 1 6 . 3 2 In t a k e = 1 0 1 5 . 5 5 F. L . = 1 0 0 6 . 2 5 1 5 " R C P S W F. L . = 1 0 0 6 . 0 2 1 8 " R C P S E St o r m C / O R i m = 1 0 1 5 . 9 1 In t a k e = 1 0 1 4 . 0 9 F. L . = 1 0 1 0 . 1 4 1 5 " R C P S W In t a k e = 1 0 1 3 . 1 2 F. L . = 1 0 0 9 . 2 2 1 5 " R C P S W In t a k e = 1 0 1 2 . 3 2 F. L . = 1 0 0 7 . 5 7 1 5 " R C P S W Ri m = 1 0 1 4 . 6 9 In v = 1 0 0 6 . 8 4 8 " T R U S S E Ri m = 1 0 0 6 . 1 4 In v = 9 9 3 . 8 3 8 " T R U S S N E CONCRETE SIDEWALK CO N C R E T E S I D E W A L K CO N C R E T E N W 2 N D S T R E E TCO N C R E T E NW C O M M O N P L Ri p / R a p Ri p / R a p CON C R E T E S I D E W A L K CO N C R E T E S I D E W A L K Ed g e C o n c r e t e D r i v e N W 2 N D S T R E E T N W C A S P I A N C O U R T 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 141516 131718192022232421 1 2 3 6 7 8 5 3 0 ' B S L 3 0 ' B S L 30' BSL 3 0'B S L 4 1 0 0 ' R O W 2 5 ' L a n d s c a p e B u f f e r E a s e m e n t 2 5 'L a n d s c a p e B u ffe r Ea s e men t ST-5A, 15'' NYLOPLAST DRAIN BASIN W/ SOLID LID RIM: 1014.75 INV: 1010.92 (IN NW) INV: 1010.87 (OUT E) ST-4, 15'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1013.33 INV: 1011.94 (OUT SE) ST-6, 18'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1013.31 INV: 1010.30 (IN W) INV: 1010.25 (OUT N) ST-1, INTAKE, SW-501 W/ MOUNTABLE CURB BOX T/C: 1013.00 INV: 1009.65 (OUT SE) ST-5, 15'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1012.79 INV: 1011.40 (IN NW) INV: 1011.35 (OUT SE) ST-2, INTAKE, SW-501 W/ MOUNTABLE CURB BOX T/C: 1012.36 INV: 1009.25 (IN NW) INV: 1009.15 (OUT N) ST-3, INTAKE, SW-501 W/ MOUNTABLE CURB BOX INSTALL ENVIROHOOD ON OUTLET PIPE T/C: 1012.25 INV: 1008.45 (IN S) INV: 1008.35 (OUT N) ST-7, 18'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1012.40 INV: 1009.65 (IN S) INV: 1009.60 (OUT N) ST-8, 18'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1012.15 INV: 1009.11 (IN S) INV: 1009.06 (OUT N) ST-10, 18'' NYLOPLAST DRAIN BASIN W/ SOLID LID INSTALL ENVIROHOOD ON OUTLET PIPE RIM: 1012.27 INV: 1008.36 (IN S) INV: 1008.31 (OUT NW) ST-3A, 18'' FES INV: 1008.25 ST-10A, 15'' CMP APRON INV: 1008.12 ST-12, INTAKE, SW-513 (WW=48'' X 48'') SEE DETAIL 1 THIS SHEET FOR MORE INFORMATION RIM: 1012.15 INLET: 1010.90 (OPEN S) INV: 1009.51 (IN S) INV: 1005.35 (IN SW) INV: 1005.25 (OUT N) ST-12A, 18'' CMP APRON INV: 1005.08 ST-11, 15'' CMP APRON INV: 1009.51 61 L F O F 1 5 " R C P @ 0 . 6 6 % 105 LF OF 18" RCP @ 0.66% 23 LF OF 18" RCP @ 0.42% 98 LF OF 12" HDPE @ 0.50%80 LF OF 15" HDPE @ 0.50% 43 LF OF 15" HDPE @ 0.46% 8 LF OF 15" HDPE @ 0.00% 58 LF OF 18" HDPE @ 0.30% 108 L F O F 1 0 " H D P E @ 0 . 5 0 % 11 3 L F O F 1 2 " H D P E @ 0 . 5 0 % 119 LF OF 12" HDPE @ 0.50% 86 L F O F 1 2 " H D P E @ 0 . 5 0 % S-2, MANHOLE, SW-301 RIM: 1014.72 INV: 1004.70 (OUT N) S-1, MANHOLE, SW-301 RIM: 1013.40 INV: 1004.00 (OUT NE) S-3, MANHOLE, SW-301 RIM: 1012.56 INV: 998.95 (IN S) INV: 998.95 (IN SW) INV: 998.85 (OUT NE) 309 LF OF 8" SANITARY SEWER @ 1.86% 244 LF OF 8" SANITARY SEWER @ 2.02% 147 LF OF 8" SANITARY SEWER @ 3.44% 3B 1A 1A 1A 1A 1A 3B 3B 3B 3A 3F 3F 3D 3D 3F 2A 3C 3C 3C 2A2B 2B 2B TYP TYP TYP TYP TYPTYP TYP 4A 4A 4A 4A 4A 4A 4A 19 LF OF PERFORATED 6" HDPE @ 0.00% 13 LF OF PERFORATED 6" HDPE @ 0.00% 67 LF OF PERFORATED 6" HDPE @ 0.00% CAP END OF PIPE CAP END OF PIPE 3E 3E 3E 3E 3E3D 100-YR PONDING=1012.79 100-YR PONDING=1012.35 100-YR PONDING=1012.10 100-YR PONDING=1013.54 100-YR PONDING=1012.96 100-YR PONDING=1013.54 100-YR PONDING=1012.64 100-YR PONDING=1012.35 150' H Y D R A N T C O V E R A G E R A D I U S ( T Y P . ) EX-1, MANHOLE, SW-301 CORE DRILL NEW CONNECTION RIM: 1006.14 INV: 993.93 (IN SW) INV: 993.83 (OUT E) (EXISTING, VERIFY) 3G 3E 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND PRIVATE SANITARY SEWER EASEMENT 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND PRIVATE SANITARY SEWER EASEMENT PR I V A T E ST O R M W A T E R MA N A G E M E N T EA S E M E N T 20' PRIVATE SANITARY SEWER EASEMENT 20' PRIVATE SANITARY SEWER EASEMENT 30' OVERLAND FLOWAGE EASEMENT Existing 10' PUE (Bk 2020, Pg 26803) CRITICAL CROSSING BP: 1009.3 (ST) TP: 1007.8 (WAT) CRITICAL CROSSING BP: 1011.0 (ST) TP: 1009.5 (WAT) CRITICAL CROSSING BP:1007.0 (WAT) TP: 1003.9 (SAN) CRITICAL CROSSING BP:1006.8 (WAT) TP: 1000.6 (SAN) CRITICAL CROSSING BP:1008.3 (ST) TP: 999.1 (SAN) CRITICAL CROSSING BP:1005.3 (ST) TP: 997.2 (SAN) 4A 10' PUE 10' PUE 10' PUE Existing 66' Public Storm Sewer Easement (Bk 2020, Pg 26801) 5 CRITICAL CROSSING BP:1009.1 (ST) TP: 1000.9 (SAN) ST-9, 18" NYLOPLAST BASIN W/ DOME GRATE RIM: 1011.75 INV: 1008.66 (IN S) INV: 1008.61 (OUT N) 100-YR PONDING=1011.85 100-YR PONDING=1012.34 CRITICAL CROSSING BP:1005.3 (ST) TP: 996.9 (SAN) V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ U T I L . d w g KE N A N S U B A S I C , UT I L I T Y P L A N , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 30 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 30 ' 12 4 . 1 0 5 4 . 0 1 C3 0 0 124.1054.01 C300 ED G E L A N D W A U K E E P L A T 1 UT I L I T Y P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S UTILITY PLAN CONSTRUCTION NOTES 1. EXISTING FEATURES, PROTECT THE FOLLOWING: A.EXISTING UTILITIES. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTOR'S EXPENSE WITH THE WORK BEING PERFORMED TO THE UTILITY OWNER'S SPECIFICATIONS. 2.PRIVATE SANITARY SEWER SERVICE. A.CLEANOUT. B.4" SANITARY SEWER SERVICE LINE (PVC SDR 23.50) AT MINIMUM 2.0%. C.INSTALL SANITARY SEWER MAIN PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. MAIN SHALL BE PVC, TRUSS PIPE. 3.PRIVATE WATER SERVICE. PROVIDE THE FOLLOWING AS PER CITY OF WAUKEE STANDARDS. A.CONNECTION TO EXISTING 12" WATER MAIN WITH 12" X 8" TAPPING VALVE AND SLEEVE. VERIFY LOCATION AND ELEVATION. B.8" WATER LINE WITH FITTINGS AND BENDS AS NECESSARY. MINIMUM 5.5' DEEP. C.1" WATER SERVICE WITH CURB STOP. INSTALL WATER SERVICE AS PER CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SERVICE SHALL BE TYPE "K" SEAMLESS, SOFT ANNEALED COPPER WATER TUBE. D.HYDRANT ASSEMBLY WITH 5-INCH STORZ FITTINGS. E.8" VALVE. F.8" X 8" TEE. G.IRRIGATION METER PIT WITH 2-INCH WATER LINE. METER PIT SHALL BE LOCATED WITHIN MANHOLE. 4.PROVIDE PRIVATE STORM SEWER IMPROVEMENTS AS SHOWN ON THE PLANS AS PER CITY OF WAUKEE STANDARDS. A.CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION. PROVIDE GASKETED STORM SEWER WITHIN 10' OF WATER MAIN. B.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION. 5.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. SIGHT LIGHTING SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE PHOTOMETRIC PLAN FOR LIGHTING DETAILS. PROFILE VIEW 48" 18" SOLID HDPE OUTLET PIPE (OUT N) INV=1005.25 ACCESS MANHOLE RIM=1012.15 6" PERFORATED HDPE SUBDRAIN (IN S) ELEV=1005.35 1 C300 OUTLET CONTROL STRUCTURE (ST-12) NO SCALE 9" OPENING (OPEN S) ELEVATION: 1010.90 (S) 15" SOLID HDPE INLET PIPE ELEV=1009.51 (IN S) MAP LOCATED TILE. CONTRACTOR TO PROTECT EXISTING TILE AT ALL TIMES DURING CONSTRUCTION. CONTACT ENGINEER, OWNER AND CITY OF WAUKEE IF ENCOUNTERED DURING CONSTRUCTION. VERIFY EXACT TILE LOCATION PRIOR TO CONSTRUCTION. MAP LOCATED TILE. CONTRACTOR TO PROTECT EXISTING TILE AT ALL TIMES DURING CONSTRUCTION. CONTACT ENGINEER, OWNER AND CITY OF WAUKEE IF ENCOUNTERED DURING CONSTRUCTION. VERIFY EXACT TILE LOCATION PRIOR TO CONSTRUCTION. V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ T S H . d w g KE N A N S U B A S I C , NY L O P L A S T D E T A I L S , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 ## # ' 12 4 . 1 0 5 4 . 0 1 C3 0 1 124.1054.01 C301 ED G E L A N D W A U K E E P L A T 1 NY L O P L A S T D E T A I L S WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S 4 C301 ENVIROHOOD INSTALLATION DETAILS AND MAINTENANCE PLAN NO SCALE (FOR ST-10) (FOR ST-3) N W 2 N D S T R E E T N W C A S P I A N C O U R T 15" ST12" ST12" ST 12 " S T 12" S T 10" S T 15 " S T 18" ST 18" ST 6" ST6" ST 6 " S T 18" ST 15" S T 6" ST 15" ST 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 141516 131718192022232421 1 2 3 6 7 8 5 3 0 ' B S L 3 0 ' B S L 30' BSL 3 0'B S L S 3 6 ° 1 8 ' 3 3 " W 1 9 9 . 0 6 ' M S 3 6 ° 1 9 ' 4 0 " W 1 9 9 . 3 0 ' P S 5 5 ° 0 6 ' 3 6 " W 3 5 0 . 5 0 ' M S 5 5 ° 0 6 ' 5 7 " W 3 5 0 . 3 6 ' P N0°23'39"E 662.82' M C1 4 N0°23'18"E 9.72' R N0°23'39"E 9.59' M 1 0 0 ' R O W 2 5 ' L a n d s c a p e B u f f e r E a s e m e n t 2 5 'L a n d s c a p e B u ffe r Ea s e men t 1 0 1 0 1 0 0 7 1008 1 0 0 9 1 0 1 1 1 0 1 2 10 1 0 1 0 0 9 10 1 1 10 1 2 10 1 3 101 5 101 4 101 4 101 6 101 7 101 7 101 8 101 8 101 9 10 1 9 10 1 5 1 0 1 3 1013 1014 10 1 4 1014 101 4 10 1 6 10 1 7 10 1 8 1013 10 1 5 10 1 4 101 3 1013 1 0 1 4 1014 101 5 10 1 4 1 6 ' 42.9' 3 9 . 5 ' BIO RETENTION BASIN AREA SEE DETAIL 1 THIS SHEET FOR MORE INFORMATION (POST CONSTRUCTION FACILITY) PROPOSED AREA = 1,308 SF MINIMUM = 1,028 SF 1014 1 0 1 5 1 0 1 2 101 4 (1015.37)(1014.74)(1013.92)(1013.16)(1011.89)(1011.30)●●●●●●●●●●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● SEDIMENT BASKET (TYP.) SILT FENCE (TYP.) 10 TONS OF CLASS D RIP RAP 10' X 7' X 1.5' 10 TONS OF CLASS D RIP RAP 8' X 10' X 1.5' STAGING AREA TOPSOIL STOCKPILE AREA ● ●●● ● ULTIMATE DISCHARGE TO WALNUT CREEK STABILIZED CONSTRUCTION ENTRANCE 15 TONS OF CLASS D RIP RAP 8' X 16' X 1.5' (1017.25) (1004.21) (1005.88)(1005.76) (1014.80)(1014.60) 15.9' LIMIT OF DISTURBANCE 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENT 30' OVERLAND FLOWAGE EASEMENT Existing 10' PUE (Bk 2020, Pg 26803) 10' PUE 10' PUE 10' PUE PCC WASHOUT AND WASTE 12' MAINTENANCE PATH 1 0 1 0 1 0 1 1 1 0 1 2 1 0 0 9 1 0 0 8 1 0 0 8 10 0 9 10 1 0 10 1 1 100 YR = 1011.23 WQV = 1009.51 1010 1009 1011 1011 1012 1012 ENVIROHOOD (POST CONSTRUCTION MEASURE) ENVIROHOOD (POST CONSTRUCTION MEASURE) 1 0 0 1 0 1 1 0 3 BM 5 0 0 BM 5 0 1 El e c t r i c P o w e r & L i g h t Wi n d s t r e a m F. L . = 1 0 0 3 . 4 0 5. 5 ' T x 1 2 ' W R C B S W F. L . = 1 0 0 3 . 3 1 5. 5 ' T x 1 2 ' W C u l v e r t S W F. L . = 1 0 0 4 . 3 7 5. 5 ' T x 1 2 ' W R C B N E F. L . = 1 0 0 4 . 7 7 Me t a l F e n c e Me t a l F e n c e F. L . = 1 0 0 3 . 6 1 10 " C P P S E W / M e t a l A p r o n Ri m = 1 0 1 6 . 3 2 In t a k e = 1 0 1 5 . 5 5 F. L . = 1 0 0 6 . 2 5 1 5 " R C P S W F. L . = 1 0 0 6 . 0 2 1 8 " R C P S E St o r m C / O R i m = 1 0 1 5 . 9 1 In t a k e = 1 0 1 4 . 0 9 F. L . = 1 0 1 0 . 1 4 1 5 " R C P S W In t a k e = 1 0 1 3 . 1 2 F. L . = 1 0 0 9 . 2 2 1 5 " R C P S W In t a k e = 1 0 1 2 . 3 2 F. L . = 1 0 0 7 . 5 7 1 5 " R C P S W Ri m = 1 0 1 4 . 6 9 In v = 1 0 0 6 . 8 4 8 " T R U S S E Ri m = 1 0 0 6 . 1 4 In v = 9 9 3 . 8 3 8 " T R U S S N E CONCRETE SIDEWALK CO N C R E T E S I D E W A L K CO N C R E T E N W 2 N D S T R E E TCO N C R E T E NW C O M M O N P L Ri p / R a p Ri p / R a p 1016 1015 101 4 101 3 10 1 4 10 1 5 101 7 1017 1015 1010 100 5 1 0 1 0 10 0 5 1 0 1 3 10 1 5 10 1 4 1 0 1 3 10 1 2 1015 1 0 1 3 1 0 1 5 10 1 3 10 1 5 1024 10 2 0 10 1 5 1 0 1 1 1 0 1 0 1020 1015 1020 1015 1 0 1 7 1 0 1 5 1 0 1 0 1 0 1 2 1 0 1 0 1 0 0 8 1 0 0 5 1 0 0 5 1008 1 0 0 4 1 0 0 4 1 0 0 9 1 0 0 7 10 0 6 1 0 0 5 1 0 0 8 10 0 9 1013 101 5 1 0 1 4 CON C R E T E S I D E W A L K CO N C R E T E S I D E W A L K Ed g e C o n c r e t e D r i v e 40' PUBLIC INGRESS/EGRESS AND PRIVATE WATER MAIN AND SANITARY SEWER EASEMENT V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ G R D G . d w g KE N A N S U B A S I C , GR A D I N G A N D E R O S I O N C O N T R O L P L A N , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 30 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 30 ' 12 4 . 1 0 5 4 . 0 1 C4 0 0 124.1054.01 C400 ED G E L A N D W A U K E E P L A T 1 GR A D I N G A N D E R O S I O N C O N T R O L P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S GRADING NOTES 1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. 3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT. 4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS. 7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL. 8.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES. 9.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES. NOTES: 1. CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION AS EACH MEDIA LAYER IS INSTALLED TO SUBMIT TO THE CITY FOR FINAL ACCEPTANCE. 2.MODIFIED SOIL LAYER TO CONSIST OF A UNIFORM MIXTURE OF 75-90% WASHED CONCRETE SAND, 0-10% APPROVED ORGANIC MATERIAL, 0-25% TOPSOIL. 3.CHOKER AGGREGATE LAYER TO CONSIST OF DURABLE 3 8 INCH DIAMETER CHIP. 4.STONE AGGREGATE SUBBASE LAYER TO CONSIST OF CLEAN 1-2 INCH DIAMETER STONE AGGREGATE. 1 C400 BASIN BIORETENTION DETAIL NO SCALE 6" PERFORATED SUBDRAIN PIPE INV: 1005.35 WIDTH VARIES. SEE SHEET C300 FOR DETAILS. STONE AGGREGATE SUBBASE LAYER 3: 1 M A X 12 " 12 " NATIVE SOIL CHOKER AGGREGATE LAYER MODIFIED SOIL LAYER 2" 2" M I N . FILTER SOCK ADJACENT UNTIL SIDE SLOPE VEGETATION ESTABLISHED 1. 2. 3. 4. BOTTOM OF BASIN ELEV: 1007.15 18 " M I N . QUANTITIES SILT FENCE = 2,150 LF SEDIMENT BASKET = 12 EA DISTURBED AREA = 3.38 AC TEMP SEEDING AND MULCHING (TYPE 4) = 3.38 AC CLASS D RIP RAP = 35 TON SOD = 2.26 AC BASIN SEED MIX (SEE SHEET C500) = 0.30 AC MAP LOCATED TILE. CONTRACTOR TO PROTECT EXISTING TILE AT ALL TIMES DURING CONSTRUCTION. CONTACT ENGINEER, OWNER AND CITY OF WAUKEE IF ENCOUNTERED DURING CONSTRUCTION. NOTE: THIS FACILITY TO BE INSTALLED ONCE UPSTREAM AREAS HAVE BEEN ESTABLISHED W/ PERMANENT VEGETATION. 12 ' BIO RETENTION BASIN MAINTENANCE NOTES A.OWNER SHALL REMOVE ACCUMULATED SEDIMENT FROM BIORETENTION CELLS PERIODICALLY TO PREVENT BIORETENTION SYSTEMS FROM CLOGGING. B.OWNER SHALL REMOVE ANY WEEDS THROUGHOUT THE GROWING SEASON AND SHALL REMOVE ANY OBSERVED TRASH OR DEBRIS FROM THE BASINS. C.OWNER SHALL PERIODICALLY INSPECT THE SUBRAIN TILE TO ENSURE ADEQUATE SUBSURFACE DRAINAGE IS MAINTAINED. D.OWNER SHALL PERIODICALLY INSPECT THE OUTLET CONTROL STRUCTURES, TO ENSURE THE SMALL 3" ORIFICES ARE NOT CLOGGED WITH DEBRIS FROM LARGER STORM EVENTS. N W 2 N D S T R E E T N W C A S P I A N C O U R T 15" ST12" ST12" ST 12 " S T 12" S T 10" S T 15 " S T 18" ST 18" ST 6" ST6" ST 6 " S T 18" ST 15" S T 6" ST 15" ST 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 141516 131718192022232421 1 2 3 6 7 8 5 3 0 ' B S L 3 0 ' B S L 30' BSL 3 0'B S L S 3 6 ° 1 8 ' 3 3 " W 1 9 9 . 0 6 ' M S 3 6 ° 1 9 ' 4 0 " W 1 9 9 . 3 0 ' P S 5 5 ° 0 6 ' 3 6 " W 3 5 0 . 5 0 ' M S 5 5 ° 0 6 ' 5 7 " W 3 5 0 . 3 6 ' P N0°23'39"E 662.82' M C1 4 Ex i s t i n g 1 0 ' P U E (B o o k 2 0 2 0 , P a g e 2 6 7 9 3 ) N0°23'18"E 9.72' R N0°23'39"E 9.59' M 1 0 0 ' R O W 2 5 ' L a n d s c a p e B u f f e r E a s e m e n t 2 5 'L a n d s c a p e B u ffe r Ea s e men t 1 0 1 0 1 0 0 7 1008 1 0 0 9 1 0 1 1 1 0 1 2 10 1 0 1 0 0 9 10 1 1 10 1 2 10 1 3 101 5 101 4 101 4 101 6 101 7 101 7 101 8 101 8 101 9 10 1 9 10 1 5 1 0 1 3 1013 1014 10 1 4 1014 101 4 10 1 6 10 1 7 10 1 8 1013 10 1 5 10 1 4 101 3 1013 1 0 1 4 1014 101 5 10 1 4 1014 1 0 1 5 1 0 1 2 101 4 1 0 1 2 . 9 1 1012.57 1012 . 7 2 OVE R F L O W 1012 . 9 8 1012.70 OVERFLOW 1012.50 1013.371013.671014.26 1014.35 1013.67 1014.00 1013.69 1014.02 1014.43 1013.96 1013.18 1013.36 1013.39 1013.75 1013.54 1013.87 10 1 4 . 4 2 1014.08 1013.86 1013.19 1013.00 1012.50 1 0 1 2 . 7 5 101 3 . 0 8 1013.13 1012.84 1013 . 1 6 1012.63 1012.96 1013.85 1013.92 1013.51 1013.24 1012.51 1012.74 1012.22 1012.72 OVER F L O W 1013.8 1 1012.64 OVERFLOW 1013.80 1014.98 1015.071015 . 1 4 1015.22 1014.33 1014.25 GFO=1015.50 GFO=1014.05 GFO=1013.90 GFO=1014.25 GFO=1014.85 GFO=1015.05 OVERF L O W 1 0 1 1 . 3 0 OVER F L O W 1 0 1 1 . 3 0 1014.06 1013.31 (1015.37) OVERFLOW 1014.06 (1014.74) 1012.40 (1013.92) OVERFLOW 1013.10 (1013.16) 10 1 2 . 1 5 (1011.89) 1013.381013.85 OVERFLOW 1012.85 (1011.30) OVERFLOW 1012.80 10 1 2 . 9 5 1012.33 1014.01 1013.66 1013.40 1013.27 1013.38 1013.61 1014.70 1014.62 1014.53 1005.08 1013.53 TC 1013.03 G 1014.46 TC 101 4 . 6 8 T C 101 3 . 6 1 T C 101 4 . 0 0 T C 10 1 4 . 3 5 T C 1014. 1 2 T C 1013.79 TC 1013 . 4 4 T C 1013.50 TC 1013.00 TC 1013.38 TC 1012.88 TC 1012.94 TC 1012.25 TC 1012.45 TC1012.66 TC1013.43 TC1013.84 TC 1014.25 TC 1014.99 TC 1014.54 TC 1014.27 TC -2 . 0 4 % -3 . 1 4 % -3 . 5 2 % -5 . 3 2 % -6 . 8 8 % -8 . 0 6 % -8 . 2 6 % -9 . 0 7 % -3 . 5 5 % -4 . 3 7 % -4 . 5 7 % -5 . 4 0 % -6 . 1 2 % -6 . 7 8 % -6 . 9 0 % -7 . 3 8 % -7 . 0 7 % -6 . 4 1 % -6 . 2 5 % -5 . 5 9 % -5 . 9 6 % -7 . 0 3 % -7 . 3 0 % -8 . 3 7 % -4.8 5 % -4.3 3 %-4.6 0 % -5.6 7 % -5.4 2 % -4.7 5 %-4.5 8 % -3.9 1 % - 2 . 6 5 % - 3 . 3 0 % - 3 . 4 6 % - 4 . 1 4 % - 4 . 8 1 % - 5 . 5 7 % - 5 . 7 7 % - 4 . 9 0 % - 4 . 0 8 % - 3 . 0 7 % - 2 . 8 2 % - 1 . 8 2 % - 2 . 0 8 % - 3 . 2 2 % - 3 . 5 1 % - 4 . 6 4 % - 1 . 5 0 % - 1 . 5 0 % -1 . 5 0 % -1 . 7 6 % -1 . 5 1 % -1 . 5 0 % -1 . 5 5 % 1012.94 1013.26 TC 1012.76 G 1012.92 100-YR PONDING=1012.79 100-YR PONDING=1012.35 100-YR PONDING=1013.54 100-YR PONDING=1012.96 100-YR PONDING=1013.54 100-YR PONDING=1012.64 100-YR PONDING=1012.35 -2 . 0 2 % -2 . 6 5 % -2 . 0 0 % - 4 . 9 4 % 1012.00 (1017.25) (1004.21) (1005.88)(1005.76) (1014.80)(1014.60) -3.00% -5.38% - 5 . 9 9 % - 6 . 2 0 % 2.0% 2.0%2.0%2.0%2.0% 3. 5 % 4.0 % 2.0 % 2.3 % 2.4 % 3.0 % -4. 2 : 1 -3.0 : 1 -3.1 : 1 -4.0 : 1 5.3% - 4 . 0 : 1 Horizontal 1012.75 TC 3 . 4 % 1012.36 TC 1012.02 1012.83 1013 . 3 7 1013.751013.791013.771 0 1 3 . 3 0 1013.24 101 3 . 9 2 1013 . 9 3 1013 . 9 6 1013 . 8 6 1014 . 6 7 1015 . 3 4 1015.38 1015 . 4 1 1 0 1 5 . 2 0 1 0 1 3 . 9 8 1014.571014.771014.981014.51 1012.971013.41 1013.551013.691013.32 1013.281013.501013.091013.281013.17 -3.2 : 1 1014 . 7 6 1014 . 9 8 1015 . 0 2 1014 . 9 8 101 4 . 9 0 101 4 . 8 2 1014 . 7 3 10 1 4 . 7 6 1014 . 7 8 1013.44 1012.81 1013.41 1014.05 1013.67 1013.32 1013.37 1013.73 1014.05 1013.58 1012.98 1013.53 1013.52 1013.5 0 1013.69 1014.16 1014.14 1014.15 1014.15 TOP O F B E R M 1 0 1 2 . 8 0 TOP OF BE R M 1 0 1 2 . 8 0 TOP OF BE R M 1 0 1 2 . 8 0 10 1 2 . 2 7 1011. 7 5 1012. 9 5OVERFLOW 1012.75 2.0%2.0% 8.6% TOP O F B E R M 1 0 1 2 . 8 0 TOP O F B E R M 1 0 1 2 . 8 0 - 2 . 0 2 % 1014.25 1014.25 1014.25 1014.25 1013.90 1013.901013.90 1013.90 1014 . 0 5 1014 . 0 5 1015 . 5 0 101 5 . 5 0 1015.50 1015.5 0 1014.05 1014.05 1 0 1 0 1 0 1 1 1 0 1 2 1 0 0 9 1 0 0 8 1 0 0 8 10 0 9 10 1 0 10 1 1 1007.15 1007.1 5 1007 . 1 5 100 YR = 1011.23 WQV = 1009.51 1007 . 1 5 1007 . 1 5 1008.43 100 7 . 1 5 1010 1009 1011 1011 1012 1012 100-YR PONDING=1011.85 100-YR PONDING=1012.34 -2.59 % 1014. 0 5 1014. 0 5 1015.50 1015 . 5 0 1015 . 5 0 1015 . 5 0 1015 . 5 0 1015 . 5 0 1015 . 5 0 101 5 . 5 0 1015.50 1015.50 1015.50 1014.05 1014.05 1014.05 1013.90 1013.90 1013.90 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 1014.25 10 1 4 . 8 5 1014.85 10 1 4 . 8 5 1014.85 1014.85 101 4 . 8 5 1014 . 8 5 1014.85 1014.85 1014.85 1014.85 1014.8 5 1014.85 1014. 8 5 1 0 0 1 0 1 1 0 3 BM 5 0 0 BM 5 0 1 El e c t r i c P o w e r & L i g h t Wi n d s t r e a m F. L . = 1 0 0 3 . 4 0 5. 5 ' T x 1 2 ' W R C B S W F. L . = 1 0 0 3 . 3 1 5. 5 ' T x 1 2 ' W C u l v e r t S W F. L . = 1 0 0 4 . 3 7 5. 5 ' T x 1 2 ' W R C B N E F. L . = 1 0 0 4 . 7 7 Me t a l F e n c e Me t a l F e n c e F. L . = 1 0 0 3 . 6 1 10 " C P P S E W / M e t a l A p r o n Ri m = 1 0 1 6 . 3 2 In t a k e = 1 0 1 5 . 5 5 F. L . = 1 0 0 6 . 2 5 1 5 " R C P S W F. L . = 1 0 0 6 . 0 2 1 8 " R C P S E St o r m C / O R i m = 1 0 1 5 . 9 1 In t a k e = 1 0 1 4 . 0 9 F. L . = 1 0 1 0 . 1 4 1 5 " R C P S W In t a k e = 1 0 1 3 . 1 2 F. L . = 1 0 0 9 . 2 2 1 5 " R C P S W In t a k e = 1 0 1 2 . 3 2 F. L . = 1 0 0 7 . 5 7 1 5 " R C P S W Ri m = 1 0 1 4 . 6 9 In v = 1 0 0 6 . 8 4 8 " T R U S S E Ri m = 1 0 0 6 . 1 4 In v = 9 9 3 . 8 3 8 " T R U S S N E CONCRETE SIDEWALK CO N C R E T E S I D E W A L K CO N C R E T E N W 2 N D S T R E E TCO N C R E T E NW C O M M O N P L Ri p / R a p Ri p / R a p 1016 1015 101 4 101 3 10 1 4 10 1 5 101 7 1017 1015 1010 100 5 1 0 1 0 10 0 5 1 0 1 3 10 1 5 10 1 4 1 0 1 3 10 1 2 1015 1 0 1 3 1 0 1 5 10 1 3 10 1 5 1024 10 2 0 10 1 5 1 0 1 1 1 0 1 0 1020 1015 1020 1015 1 0 1 7 1 0 1 5 1 0 1 0 1 0 1 2 1 0 1 0 1 0 0 8 1 0 0 5 1 0 0 5 1008 1 0 0 4 1 0 0 4 1 0 0 9 1 0 0 7 10 0 6 1 0 0 5 1 0 0 8 10 0 9 1013 101 5 1 0 1 4 CON C R E T E S I D E W A L K CO N C R E T E S I D E W A L K Ed g e C o n c r e t e D r i v e 1015. 0 5 1015. 0 5 1015.05 1015.05 1015.05 1015.05 1015.05 1015.05 1015.05 1015.05 1015.05 1015 . 0 5 1015. 0 5 1015 . 0 5 100-YR PONDING=1012.10 1013.45 1014.10 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ G R D G . d w g KE N A N S U B A S I C , DE T A I L E D G R A D I N G P L A N , 20 2 5 / 0 2 / 1 3 , 7: 4 8 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 30 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 30 ' 12 4 . 1 0 5 4 . 0 1 C4 0 1 124.1054.01 C401 ED G E L A N D W A U K E E P L A T 1 DE T A I L E D G R A D I N G P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S GRADING NOTES 1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/ OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. 3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT. 4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN ON THE PLAN. SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING AND SEEDING/ SODDING ARE COMPLETE. 6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE UTILITIES AND IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/ PLUMBING SYSTEMS INCLUDING ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND INVERT ELEVATIONS. 7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL. 8.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES. 9.HOME BUILDERS TO PROVIDE MICRO-GRADING BETWEEN UNITS AT 2% MINIMUM TO REAR YARD SWALES. GFO = GARAGE FLOOR OPENING ELEVATION MAP LOCATED TILE. CONTRACTOR TO PROTECT EXISTING TILE AT ALL TIMES DURING CONSTRUCTION. CONTACT ENGINEER, OWNER AND CITY OF WAUKEE IF ENCOUNTERED DURING CONSTRUCTION. (101 3 . 5 0 ) (101 3 . 6 9 ) 1015 ( 1 0 1 3 . 5 0 ) (1 0 1 3 . 3 6 ) (1 0 1 3 . 6 9 ) (1 0 1 3 . 8 5 ) (1 0 1 3 . 6 8 ) 10 1 4 . 8 0 10 1 4 . 8 7 1014.52 1014.601 0 1 5 . 1 0 (1 0 1 5 . 1 8 ) (1 0 1 5 . 1 1 ) 1 0 1 5 . 0 4 10 1 5 . 3 4 (101 5 . 4 7 ) (1 0 1 5 . 4 2 ) 10 1 5 . 3 9 1 0 1 3 . 4 2 1 0 1 4 . 3 7 -1.50% -1.50% -1 . 2 4 % -1 . 2 5 % 6.4% -6.13% -1 . 0 8 % -1.50% -1 . 0 9 % -1.52% -6.69% -6.52% -1 . 5 8 % 10 1 4 . 6 6 10 1 4 . 7 3 -1 . 8 4 % -1 . 5 2 % 10 1 2 . 5 9 1 0 1 2 . 1 3 1013.53 TC 1013.03 G 1013.26 TC 1012.76 G 10 1 2 . 9 1 10 1 2 . 7 4 10 1 2 . 5 7 1013 . 4 7 101 3 . 4 0 T C 101 2 . 9 0 G 1013 . 3 8 T C 1012 . 8 8 G 10 1 2 . 8 1 10 1 3 . 1 7 T C 10 1 2 . 6 7 G 1013 . 3 3 T C 1012 . 8 3 G 10 1 2 . 7 4 101 3 . 3 2 1 0 1 3 . 4 0 1 0 1 3 . 3 3 -0 . 7 8 % -0 . 8 5 % -0 . 9 3 % 1013.62 101 3 . 6 1 -1 . 5 0 % -1 . 5 0 % -1 . 5 0 % -1 . 0 1 % -1 . 1 1 % -1 . 5 0 % 10 1 2 . 6 5 1013.2 3 10 1 3 . 1 8 -1 . 3 1 % 10 1 2 . 5 8 0.8% 0.9% 0.8% 0.8%4.8% 4.5% 1013 . 2 4 10 1 2 . 4 8 1012 . 1 3 10 1 2 . 2 1 10 1 2 . 4 7 1012.391012 . 3 7 1012 . 1 8 10 1 2 . 2 6 1012 . 5 0 10 1 2 . 5 7 1012.49 4.2% 4.4% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.0% 1.0% 5.1% 5.2% 1.0% 6.3% 1 0 1 3 . 3 7 1013 . 2 7 -1.00% 1.0%1.0% 1.5% -1 . 3 1 % 1012 . 3 4 1012 . 3 9 1.0% 6.3% -1 . 1 3 % 10 1 2 . 0 0 1012 . 0 4 1012 . 1 3 1012 . 0 8 1012 . 1 7 1012 . 1 7 1012 . 2 3 101 2 . 1 5 1012 . 6 1 101 2 . 5 2 1012 . 6 5 101 2 . 5 6 1012 . 9 4 101 2 . 6 1 101 2 . 8 6 1. 5 % 1. 5 % 0.8% 0.8% 1. 5 % 1. 5 % 0.8% 0.8% 0.8% 0.9% 1.4% 1. 5 % 1. 5 % 4.8% 4.9% 1012 . 3 0 1012 . 3 4 V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ D G R D G . d w g KE N A N S U B A S I C , GR A D I N G S P O T D E T A I L S , 20 2 5 / 0 2 / 1 3 , 7: 4 9 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 5' 12 4 . 1 0 5 4 . 0 1 C4 0 2 124.1054.01 C402 ED G E L A N D W A U K E E P L A T 1 GR A D I N G S P O T D E T A I L S WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S ACCESSIBLE PARKING SCALE: 1"=5' SOUTH DRIVE ENTRANCE SCALE: 1"=5' NORTH PEDESTRIAN RAMP SCALE: 1"=5' 1 0 0 1 0 1 1 0 3 BM 5 0 0 BM 5 0 1 El e c t r i c P o w e r & L i g h t Wi n d s t r e a m F. L . = 1 0 0 3 . 4 0 5. 5 ' T x 1 2 ' W R C B S W F. L . = 1 0 0 3 . 3 1 5. 5 ' T x 1 2 ' W C u l v e r t S W F. L . = 1 0 0 4 . 3 7 5. 5 ' T x 1 2 ' W R C B N E F. L . = 1 0 0 4 . 7 7 Me t a l F e n c e Me t a l F e n c e F. L . = 1 0 0 3 . 6 1 10 " C P P S E W / M e t a l A p r o n Ri m = 1 0 1 6 . 3 2 In t a k e = 1 0 1 5 . 5 5 F. L . = 1 0 0 6 . 2 5 1 5 " R C P S W F. L . = 1 0 0 6 . 0 2 1 8 " R C P S E St o r m C / O R i m = 1 0 1 5 . 9 1 In t a k e = 1 0 1 4 . 0 9 F. L . = 1 0 1 0 . 1 4 1 5 " R C P S W In t a k e = 1 0 1 3 . 1 2 F. L . = 1 0 0 9 . 2 2 1 5 " R C P S W In t a k e = 1 0 1 2 . 3 2 F. L . = 1 0 0 7 . 5 7 1 5 " R C P S W Ri m = 1 0 1 4 . 6 9 In v = 1 0 0 6 . 8 4 8 " T R U S S E Ri m = 1 0 0 6 . 1 4 In v = 9 9 3 . 8 3 8 " T R U S S N E CONCRETE SIDEWALK CO N C R E T E S I D E W A L K CO N C R E T E N W 2 N D S T R E E TCO N C R E T E NW C O M M O N P L Ri p / R a p Ri p / R a p CON C R E T E S I D E W A L K CO N C R E T E S I D E W A L K Ed g e C o n c r e t e D r i v e N W 2 N D S T R E E T N W C A S P I A N C O U R T 15" ST12" ST12" ST 12 " S T 12" S T 10" S T 15 " S T 18" ST 18" ST 6" ST6" ST 6 " S T 18" ST 15" S T 6" ST 15" ST 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 141516 131718192022232421 1 2 3 6 7 8 5 3 0 ' B S L 3 0 ' B S L 30' BSL 3 0'B S L S 3 6 ° 1 8 ' 3 3 " W 1 9 9 . 0 6 ' M S 3 6 ° 1 9 ' 4 0 " W 1 9 9 . 3 0 ' P S 5 5 ° 0 6 ' 3 6 " W 3 5 0 . 5 0 ' M S 5 5 ° 0 6 ' 5 7 " W 3 5 0 . 3 6 ' P N0°23'39"E 662.82' M C1 N46 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S46 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' N46 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S46 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' 4 N 4 3 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S 4 3 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' N 4 3 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S 4 3 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' S8 9 ° 3 7 ' 2 5 " E 5 6 . 0 0 ' N8 9 ° 3 7 ' 2 5 " W 5 6 . 0 0 ' N35 ° 1 5 ' 4 5 " W 5 6 . 0 0 ' S35 ° 1 5 ' 4 5 " E 5 6 . 0 0 ' S0°22'35"W 104.00' N0°22'35"E 104.00' S0°22'35"W 104.00' N0°22'35"E 104.00'N0°22'35"E 104.00' S0°22'35"W 104.00' N 5 4 ° 4 4 ' 1 5 " E 1 0 4 . 0 0 ' S 5 4 ° 4 4 ' 1 5 " W 1 0 4 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 56.0 0 ' 56.0 0 ' 56.0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' 56 . 0 0 ' Ex i s t i n g 1 0 ' P U E (B o o k 2 0 2 0 , P a g e 2 6 7 9 3 ) N0°23'18"E 9.72' R N0°23'39"E 9.59' M 1 0 0 ' R O W 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 27. 0 0 ' 25. 0 0 ' 25. 0 0 ' 27. 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00'27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00'27.00' 27.00'25.00' 25.00'25.00' 25.00'27.00' 27.00' 2 5 ' L a n d s c a p e B u f f e r E a s e m e n t 2 5'L a n d s c a p e B u ff e r Easem ent 2 - PT 1 - PT 1 - GA 1 - GA 1 - AM 1 - GA 1 - GA 1 - PT 1 - GA 1 - GA 1 - GA 1 - MP 1 - PT 1 - GA 1 - AM 1 - PT 1 - PT 1 - PS 1 - AM 1 - PT 1 - PT 1 - GA 1 - AA 2 - PC 1 - PD 1 - AG 1 - AA 2 - PC 1 - AG 1 - MA 1 - TC 1 - AG 1 - PC 1 - PD 1 - TC1 - AG 1 - PC 1 - PD 1 - AA 2 - PC 1 - MA 1 - PD 1 - AG 1 - MA 1 - TC 2 - PC 2 - AG 1 - MA 1 - AA 2 - PC 1 - AG 2 - MA 1 - TC 2 - PD 1 - AG 1 - MA 1 - TC 1 - AG 1 - MA 2 - PD 1 - AA 1 - MA 1 - MA 2 - PC 1 - TC 2 - MA 1 - AA 1 - MP 1 - PG 1 - PD 1 - QR 4 - AG 2 - PD 2 - PG 1 - MP 1 - QR 2 - PG 2 - PD 1 - MP 3 - AG 1 - MP 1 - AA 1 - QR 1 - PD 1 - PG 2 - MP 1 - PD 1 - AA 1 - PS1 - QR1 - PS 1 - AM 1 - PD1 - GA1 - PD 1 - PS 1 - QR 1 - PD 1 - PD 3 - AM 1 - QR 1 - PD 1 - MP1 - PS 1 - PD 1 - QR 1 - MP 1 - PS 1 - PT 1 - MP 1 - AM 1 - QR 2 - PD 2 - PG 1 - AA 1 - AG1 - PD 1 - AA 1 - PG 1 - AG2 - MP 1 - AG 1 - AA 1 - AG1 - PD 1 - QR 1 - MP 1 - AA 1 - PD 1 - AA 1 - QR 3 - PG V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ S P _ 1 2 4 1 0 5 4 _ L N D . d w g KE N A N S U B A S I C , PL A N T I N G P L A N , 20 2 5 / 0 2 / 1 3 , 7: 4 9 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 30 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M KS 11 - 2 6 - 2 0 2 4 30 ' 12 4 . 1 0 5 4 . 0 1 C5 0 0 124.1054.01 C500 ED G E L A N D W A U K E E P L A T 1 PL A N T I N G P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 12 - 1 0 - 2 4 12 - 3 1 - 2 4 01 - 1 4 - 2 5 LJ M LJ M KS 123 TT N - R R W - S S PLANTING PLAN REQUIREMENTS (LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING CODE REQUIREMENTS AND THE KETTLESTONE DESIGN GUIDELINES PUD) 20% OPEN SPACE REQUIRED 156,258.57 SF (TOTAL LOT) x 20% = 31,251.71 SF REQUIRED (98,541.95 SF OR 63.06% PROVIDED) 2 TREES PER DWELLING UNIT REQUIRED. 24 DWELLING UNITS. 2 x 24 = 48 TREES REQUIRED. MINIMUM OF 50% OF TOTAL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES. OFF-STREET PARKING AREAS: 50% OF PARKING LOT ISLANDS SHALL HAVE A MINIMUM OF 1 OVERSTORY TREE. BUFFER REQUIREMENT: NW 2ND STREET: 25' BUFFER REQUIRED (310 LF) 310 LF / 50 LF = 6.2 P.U. 1 OVERSTORY TREE x 6.2 P.U. = 6.2 OVERSTORY TREES REQUIRED. (7 PROVIDED) 2 EVERGREEN TREES x 6.2 P.U. = 12.4 EVERGREEN TREES REQUIRED. (13 PROVIDED) 2 ORNAMENTAL TREES x 6.2 P.U. = 12.4 EVERGREEN TREES REQUIRED. (13 PROVIDED) NW 2ND STREET: 30' BUFFER REQUIRED (173 LF) 173 LF / 50 LF = 3.46 P.U. 2 OVERSTORY TREES x 3.46 P.U. = 6.92 OVERSTORY TREES REQUIRED. (7 PROVIDED) 3 EVERGREEN TREES x 3.46 P.U. = 10.38 EVERGREEN TREES REQUIRED. (11 PROVIDED) 2 ORNAMENTAL TREES x 3.46 P.U. = 6.92 ORNAMENTAL TREES REQUIRED. (7 PROVIDED) NW PROPERTY LINE: 25' BUFFER REQUIRED (550 LF) 550 LF / 50 LF = 11 P.U. 1 OVERSTORY TREE x 11 P.U. = 11 TREES REQUIRED. (11 PROVIDED) 2 EVERGREEN TREES x 11 P.U. = 22 EVERGREEN TREES REQUIRED. (22 PROVIDED) 2 ORNAMENTAL TREES x 11 P.U. = 22 ORNAMENTAL TREES REQUIRED. (22 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. MINIMUM QUANTITIES: A MINIMUM OF FIFTY PERCENT (50%) OF ALL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES. A MINIMUM OF TWENTY-FIVE (25%) OF ALL REQUIRED TREES SHALL BE EVERGREENS. NOTE: QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY PLANT MATERIAL PRIOR TO BIDDING. IN THE CASE OF A DISCREPANCY, THE PLAN QUANTITY SHALL GOVERN. 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. PLANTING PLAN CONSTRUCTION NOTES 1.PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH IN A MIN 3-FOOT PERIMETER RING AROUND ALL TREES. PROVIDE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4-INCHES. 2.PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH IN PLANT BED AREAS AS INDICATED ON PLAN. 3.PROVIDE 3/16" BLACK STEEL EDGER WITH STAKES. 4.SOD ALL AREAS DISTURBED BY CONSTRUCTION ON SITE INCLUDING ROW UNLESS NOTED OTHERWISE. 5.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. 6.PROVIDE MECHANICALLY-BONDED FIBER MATRIX IMMEDIATELY FOLLOWING SEED APPLICATION ON ALL AREAS SEEDED WITH A SLOPE OF 6:1 OR GREATER. ACCEPTABLE PRODUCTS AND MANUFACTURERS: PROFILE PRODUCTS LLC., 750 LAKE COOK ROAD - SUITE 400 BUFFALO GROVE, IL 60089 P: 1-900-366-1180 WWW.PROFILEPRODUCTS.COM OR APPROVED EQUAL. CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE ORNAMENTAL TREES AG 21 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry 6` Ht.B&B AM 8 Maackia amurensis Amur Maackia 6` Ht.B&B MA 12 Malus x 'Adirondack'Adirondack Crabapple 6` Ht.B&B MP 13 Malus x 'Prairifire'Prairifire Crabapple 6` Ht.B&B CONIFERS PG 12 Picea glauca White Spruce 6` Ht.B&B PC 14 Picea pungens Colorado Spruce 6` Ht.B&B PS 6 Pinus strobus White Pine 6` Ht.B&B PD 26 Pseudotsuga menziesii Douglas Fir 6` Ht.B&B SHADE TREES AA 13 Acer x freemanii 'Jeffersred'Autumn Blaze® Freeman Maple 8` Ht.B&B GA 10 Ginkgo biloba 'Autumn Gold'Autumn Gold Maidenhair Tree 8` Ht.B&B PT 10 Populus tremuloides Quaking Aspen 8` Ht.B&B QR 10 Quercus rubra Red Oak 8` Ht.B&B TC 6 Tilia cordata Littleleaf Linden 8` Ht.B&B PLANT SCHEDULE TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. TYP. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 TYP.1 5 N 1 5 ° 4 6 ' 1 5 " W 4 5 . 9 4 ' N0°23'18"E 24.15' P N0°23'39"E 24.03' M N3 1 ° 0 6 ' 1 8 " E 2 2 2 . 5 4 ' N43 ° 1 1 ' 0 1 " E 40. 0 0 ' 121,139 SF 2.78 AC OUTLOT X 9 10 11 12 14 15 16 13 17 18 19 20 22 23 24 211 2 3 6 7 8 5 30' B S L 30' B S L 30 ' B S L 3 0' B S L S36 ° 1 8 ' 3 3 " W 1 9 9 . 0 6 ' M S36 ° 1 9 ' 4 0 " W 1 9 9 . 3 0 ' P S55 ° 0 6 ' 3 6 " W 3 5 0 . 5 0 ' M S55 ° 0 6 ' 5 7 " W 3 5 0 . 3 6 ' P N0 ° 2 3 ' 3 9 " E 6 6 2 . 8 2 ' M C 1 N 4 6 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S 4 6 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' N 4 6 ° 4 8 ' 5 9 " W 1 0 4 . 0 0 ' S 4 6 ° 4 8 ' 5 9 " E 1 0 4 . 0 0 ' 4 N43 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S43 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' N43 ° 1 1 ' 0 1 " E 5 6 . 0 0 ' S43 ° 1 1 ' 0 1 " W 5 6 . 0 0 ' S89°37'25"E 56.00' N89°37'25"W 56.00' S89°37'25"E 56.00' N89°37'25"W 56.00' S89°37'25"E 56.00' N89°37'25"W 56.00' N 3 5 ° 1 5 ' 4 5 " W 5 6 . 0 0 ' S 3 5 ° 1 5 ' 4 5 " E 5 6 . 0 0 ' S0 ° 2 2 ' 3 5 " W 1 0 4 . 0 0 ' N0 ° 2 2 ' 3 5 " E 1 0 4 . 0 0 ' S0 ° 2 2 ' 3 5 " W 1 0 4 . 0 0 ' N0 ° 2 2 ' 3 5 " E 1 0 4 . 0 0 ' N0 ° 2 2 ' 3 5 " E 1 0 4 . 0 0 ' S0 ° 2 2 ' 3 5 " W 1 0 4 . 0 0 ' N54 ° 4 4 ' 1 5 " E 1 0 4 . 0 0 ' S54 ° 4 4 ' 1 5 " W 1 0 4 . 0 0 ' 56. 0 0 ' 56. 0 0 ' 56. 0 0 ' 56. 0 0 ' 56. 0 0 ' 56. 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 5 6 . 0 0 ' 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' Existing 10' PUE (Book 2020, Page 26793) N0°23'18"E 9.72' R N0°23'39"E 9.59' M 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 2 7 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' 2 7 . 0 0 ' 27.0 0 ' 27.0 0 ' 25.0 0 ' 25.0 0 ' 27.0 0 ' 27.0 0 ' 25.0 0 ' 25.0 0 ' 27 . 0 0 ' 27 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 25 . 0 0 ' 27 . 0 0 ' 27 . 0 0 ' Existing 66' Public Storm Sewer Easement (Book 2020, Page 26801) 25' L a n d s c a p e B u f f e r E a s e m e n t 2 5 ' L a n d s c a p e B u ff e r E a s e m e n t SW Corner Outlot 'Y' Indi Run Plat 6 Found 1/2" Rebar With Red Plastic Cap #19968 NW Corner Outlot "Y" The Commons At Greenway Plat 2 Found 1/2" Rebar With Red Plastic Cap #19968 SW Corner Lot 16 The Commons At Greenway Plat 2 Found 5/8" Rebar With Yellow Plastic Cap #14775 SW Corner Parcel "22-21" (Book 2022, Page 9854) N W 2 N D S T R E E T NW COMMON PL 31.00' R.O.W. 100 . 0 0 ' R . O . W . LOT 31 OWNER: PIONEER ASSETS, LLC LOT 32 OWNER: BROWN, SYDNEY OUTLO T " Y " OWNE R : T H E C O M M O N S A T G R E E N W A Y TOWN H O O M E S A S S O C I A T I O N OUTLOT " Y " INDI RU N P L A T 6 OWNER : C I T Y O F WAUKEE LOT 30 OWNER: PIONEER ASSETS, LLC LOT 29 OWNER: SNYDER, BRITTANY A. LOT 28 OWNER: TAXTED, JAMIE & MELISSA JTRS LOT 27 OWNER:WULF, TRAVIS J. LOT 26 OWNER: WIIG, ZACK LOT 25 OWNER: TURNER, DIANNA L. & AUSTIN B. IV JTRS LOT 24 OWNER: SALESEVIC, ZIJAD & ALEMA JTRS LOT 23 OWNER: KETO, KOKOU MAWUFEMO & YEMISSI NADEGE JTRS LOT 22 OWNER: SCOTT, SUMMER LOT 21 OWNER: PINO, ANDREA REVOCABLE LIVING TRUST LOT 20 OWNER: EWALD, ANNA LOT 19 OWNER: ROUSE, ANGELA SUZANNE & NICHOLAS JOHN JTRS LOT 18 OWNER: AGAYBI, SAMEH Z & GHALY, EREENY JTRS LOT 17 OWNER: CABRERA-MENDOZA, NOE SAUL & SLECHTA, MORGAN JTRS LOT 16 OWNER: PADONOU, SESSI ARLETTE LOT 15 LOT 14 TH E C O M M O N S A T G R E E N W A Y P L A T 2 ZO N I N G : R - 4 / P D - 1 Southerly Corner Outlot 'Y' Indi Run Plat 6 Found 1/2" Rebar With Red Plastic Cap #19968 OUTLOT " Y " INDI RU N P L A T 6 OWNER : C I T Y O F W A U K E E ZONING : R - 2 / P D - 1 Southerly Corner Outlot 'Y' Indi Run Plat 6 Found 1/2" Rebar With Red Plastic Cap #19968 PT. PAR C E L " 2 2 - 2 0 " (BOOK 2 0 2 2 , P A G E 9 8 5 4 ) SE1/4 S E C T I O N 2 8 - 7 9 - 2 6 PARCEL ' 2 4 - 1 1 2 ' (INST. N O 2 0 2 4 - 1 7 1 2 3 ) PARCEL "22-21" (BOOK 2022, PAGE 9854) OWNER: CHARLOTTE R. BRODERICK, LLC PU B L I C I N G R E S S / E G R E S S , PR I V A T E W A T E R M A I N , & PR I V A T E S A N I T A R Y SE W E R E A S E M E N T N87°10'10"E 47.73' S 1 9 ° 0 8 ' 1 1 " E 1 0 1 . 4 9 ' S0°22'37"W 16.00' N0°22'35"E 11.00' S46°48'59"E 11.00' 30' OVERLAND FLOWAGE EASEMENT 10' PUE 10' PUE 10' PUE PRIVATE STORM WATER MANAGEMENT EASEMENT 20' PRIVATE SANITARY SEWER EASEMENT NW C A S P I A N C O U R T (P R I V A T E ) 20' PRIVATE SANITARY SEWER EASEMENT 10' PUE N0 ° 2 3 ' 1 8 " E 6 2 9 . 0 7 ' P N0 ° 2 3 ' 3 9 " E 6 2 9 . 2 0 ' M C2 C 3 N3 0 ° 4 7 ' 4 4 " E 50 . 0 8 ' 37 . 2 6 ' N1 5 ° 3 5 ' 1 0 " E 42 . 7 6 ' N0 ° 2 2 ' 3 5 " E N 4 6 ° 4 8 ' 5 9 " W 2 0 9 . 9 3 ' 40. 0 0 ' N43 ° 1 1 ' 0 1 " E 4 9 . 4 8 ' S 4 6 ° 4 8 ' 5 9 " E N54° 4 4 ' 1 5 " E 1 1 1 . 4 0 ' N0°22'35"E 25.96' 40.00' S89°37'25"E S0 ° 2 2 ' 3 5 " W 2 8 1 . 2 6 ' C4 S3 0 ° 4 7 ' 4 4 " W 61 . 0 3 ' 1 1 9 . 6 2 ' N54 ° 4 4 ' 1 5 " E 6 8 . 0 2 ' S89°37'25"E 5.30' S0 ° 2 2 ' 3 5 " W 9 5 . 7 4 ' N 4 6 ° 4 8 ' 5 9 " W 8 2 . 5 7 ' 35 . 5 5 ' 25 . 4 8 ' C5 S0 ° 2 2 ' 3 4 " W 54 . 3 6 ' L1 L2 S3 1 ° 0 6 ' 1 8 " W 2 1 9 . 3 6 ' 39.16' 22.26' 36 . 4 3 ' N55 ° 0 6 ' 3 6 " E 2 3 8 . 0 9 ' S0 ° 2 3 ' 3 9 " W 2 1 2 . 0 8 ' N89°36'21"W 52.04' N76°5 2 ' 2 0 " W 82.29' 1.61' N6 4 ° 4 1 ' 2 7 " W 36. 3 4 ' N 3 4 ° 5 3 ' 2 4 " W 5 0 . 3 6 ' 98.0 6 ' S34°53'24"E 4.89' LOT AREA TABLE LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 AREA (SF) 1512.00 1400.00 1400.00 1512.00 1512.00 1400.00 1400.00 1512.00 1512.00 1400.00 1400.00 1512.00 1512.00 1400.00 1400.00 1512.00 1512.00 1400.00 1400.00 1512.00 1512.00 1400.00 1400.00 1512.00 AREA (ACRES) 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 CURVE TABLE CURVE NO. C1 Δ 30°37'38" RADIUS 950.00' ARC LENGTH 507.82' TANGENT 260.13' CHORD BEARING/LENGTH S53°00'41"E 501.79' C2 C3 C4 C5 10°20'58" 2°24'53" 30°25'09" 13°04'38" 950.00' 950.00' 77.00' 77.00' 171.60' 40.04' 40.88' 17.57' 86.03' 20.02' 20.93' 8.83' S63°09'00"E 171.37' S56°46'04"E 40.04' S15°35'10"W 40.40' N24°15'26"E 17.54' LINE TABLE LINE # L1 L2 LENGTH (FT) 16.36 20.00 DIRECTION N00° 22' 34"E N89° 37' 25"W V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 1 0 5 4 . 0 1 \ C A D D \ F P L T _ 1 2 4 1 0 5 4 . d w g LO G A N M Y E R S , 22 X 3 4 E X H I B I T L , 20 2 5 / 0 2 / 1 3 , 12 : 4 6 P M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D KM M 11 - 2 6 - 2 0 2 4 40 ' 12 4 . 1 0 5 4 . 0 1 1 o f 1 124.1054.01 1 of 1 ED G E L A N D W A U K E E P L A T 1 FI N A L P L A T WA U K E E , I A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 12 - 2 3 - 2 4 01 - 2 8 - 2 5 0 1 - 3 0 - 2 5 02 - 1 3 - 2 5 AJ D LJ M LJ M LJ M 1234 79 N - 2 6 W - 2 8 FEET 0 40 AREA ABOVE RESERVED FOR RECORDER INDEX LEGEND SURVEYOR'S NAME / RETURN TO: ERIN D. GRIFFIN egriffin@snyder-associates.com SERVICE PROVIDED BY: SNYDER & ASSOCIATES, INC. SURVEY LOCATED: PT. PAR "22-20" SE1/4 SEC. 28-79-26 REQUESTED BY: INDI RUN WEST, LLC EDGELAND WAUKEE PLAT 1 FINAL PLAT SNYDER & ASSOCIATES, INC. 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 LEGEND FEATURES FOUND SET Section Corner 1/2" Rebar, Yellow Plastic Cap # 19710 (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 Yellow Plastic Cap YPC Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line Erin D. Griffin, PLS Date License Number 19710 My License Renewal Date is December 31, 2025 Pages or sheets covered by this seal: ERIN D. GRIFFIN 19710 AIOW L I CENSED P R O F E S S I ONAL LA N D S U R V EYOR I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. Sheet 1 of 1DRAFT PROPERTY DESCRIPTION PARCEL '24-112' AS SHOWN ON THE PLAT OF SURVEY RECORDED IN 2024-17123, BEING A PART OF PARCEL "22-20" AS SHOWN ON THE PLAT OF SURVEY RECORDED IN BOOK 2022, PAGE 9854 WHICH IS A PART OF THE SOUTH 1/2 OF SECTION 28, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., CITY OF WAUKEE, DALLAS COUNTY, IOWA. DATE OF SURVEY NOVEMBER 26, 2024 PROPERTY OWNER 4 BED WAUKEE LLC 2453 106TH STREET URBANDALE, IOWA 50322 CONTACT: DYLAN BALMER PHONE: (515) 318-0781 AREA SUMMARY GROSS AREA: 3.58 ACRES (156,083 SF) ZONING R-4: ROW DWELLING AND TOWNHOME DISTRICT BULK REGULATIONS DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS REAR YARD = 30 FEET NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3 NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6. MINIMUM OPEN SPACE = 20% NOTES 1.OUTLOT 'X' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. EXISTING PLAT 2 LOTS WILL SHARE THE SAME HOME OWNERS ASSOCIATION. LOT INFORMATION LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 LOT ADDRESS LOT #LOT ADDRESS 284 NW CASPIAN COURT 280 NW CASPIAN COURT 274 NW CASPIAN COURT 270 NW CASPIAN COURT 254 NW CASPIAN COURT 250 NW CASPIAN COURT 244 NW CASPIAN COURT 240 NW CASPIAN COURT 225 NW CASPIAN COURT 221 NW CASPIAN COURT 215 NW CASPIAN COURT 211 NW CASPIAN COURT 195 NW CASPIAN COURT 191 NW CASPIAN COURT 185 NW CASPIAN COURT 284 NW CASPIAN COURT 181 NW CASPIAN COURT 161 NW CASPIAN COURT 155 NW CASPIAN COURT 151 NW CASPIAN COURT 135 NW CASPIAN COURT 131 NW CASPIAN COURT 125 NW CASPIAN COURT 121 NW CASPIAN COURT MAIN FLOORMAIN FLOOR MAIN PLATEMAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATEUPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " COLOR A LEGEND COLOR 1: ROYAL ESTATE FLAGSTONE COLOR 2: ROYAL ESTATE STERLING PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R IN D I R U N T O W N H O M E S WA U K E E , I A 36600124 AK ERICKSON BALMER ELEVATION A ART.1 01.02.25 PHASE 3 1/4" = 1'-0"1 FRONT ELEVATION -COLOR A 1/8" = 1'-0"4 REAR ELEVATION -COLOR A 1/8" = 1'-0"3 LEFT ELEVATION -COLOR A 1/8" = 1'-0"2 RIGHT ELEVATION -COLOR A COLOR B LEGEND COLOR 1: ROYAL ESTATE HARVARD SLATE COLOR2: ROYAL ESTATE SAND MAIN FLOORMAIN FLOOR MAIN PLATEMAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATEUPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " 8'- 1 1 / 8 " MAIN FLOOR MAIN FLOOR MAIN PLATE MAIN PLATE UPPER FLOOR UPPER FLOOR UPPER PLATE UPPER PLATE 9'- 1 1 / 8 " 8'- 1 1 / 8 " 9'- 1 1 / 8 " 8'- 1 1 / 8 " PROJECT NO. DRAWN ISSUE DATE C 20 2 4 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT PHASE: THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. D E S I G N G R O U P 1 8 4 0 N W 118 t h S t. S u i t e 100 C l i v e, I A 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M A L L E R IN D I R U N T O W N H O M E S WA U K E E , I A 36600124 Author ERICKSON BALMER ELEVATION B ART.2 01.02.25 PHASE 3 1/4" = 1'-0"1 FRONT ELEVATION -COLOR B 1/8" = 1'-0"2 RIGHT ELEVATION -COLOR B 1/8" = 1'-0"3 LEFT ELEVATION -COLOR B 1/8" = 1'-0"4 REAR ELEVATION -COLOR B