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Home My WebLink About2021-06-21-I09 Painted Woods South Townhomes_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 21, 2021 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Painted Woods South Townhomes FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a 8.47-acre development for a multi-family townhome development located north of Interstate 80 and east of Ute Avenue/R-22. The site plan identifies the construction of 18 townhome buildings with a total of 83 townhome units. Each unit accounts for one lot for a total of 83 corresponding lots. The buildings range between two to six units per building. Each lot is 1,352 square feet and each unit is 1,430 square feet. Two accesses are provided to the site off of Prairie Bluff Drive. All streets interior to the site will be privately owned and maintained. Parking and landscaping meets the requirements of the ordinances. Public utilities will be extended into the site from Prairie Bluff Drive. The building elevations will be constructed of vinyl siding, board and batton siding and stone. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on May 25, 2021 and recommended approval: Approval of a Site Plan for Painted Woods South Townhomes Senior Planner Melissa DeBoer introduced the request for approval of a preliminary plat, final plat, and site plan for a townhome development as submitted by the applicant, D.R. Horton. The property is located north of Interstate 80 and east of Ute Avenue/R-22 and contains approximately 8.47 acres. The subject property has previously gone through a similar review, however the previous applicant has since withdrawn the May 2020 proposal. Mrs. DeBoer advised that the project includes a total of 18 townhome buildings containing two to six units each and totaling 83 units on the site. Each unit accounts for one lot, each lot standing at 1,352 square feet in size and each housing unit being approximately 1,430 square feet in size. Outlot X is identified on the concept plan and includes all common areas, including private streets, open space, and detention basins. This outlot will be maintained by a homeowners association. Access into the development is provided at two points off of Prairie Bluff Drive, and all interior streets will be privately owned and maintained. A trail is I9 identified on the north of the site, public utilities will serve the site, and Stormwater will be accommodated with the detention basins located on the north side of the site to be maintained by the association. At this time parking, landscaping, open space, and lighting ordinance requirements have been met. Staff would recommend approval subject to any remaining staff comments and review of the legal documents.  Commissioner Hoifeldt questioned what the zoning to the property to the west of the development. Mrs. DeBoer advised that it was currently zoned A-1 and C-1 with a general identified use of office/commercial.  Commissioner Koshy questioned if there was an exception for this development to use vinyl siding. Mrs. DeBoer advised that there is not a requirement in regards to vinyl siding on a townhome product. Commissioner Streit moved to approve the Site Plan for Painted Woods South Townhomes Plat 1 subject to any remaining staff comments and review of the legal documents. Commissioner Hoifeldt seconded the motion. Ayes: Streit, Koshy, Conley, Broderick, Ward, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan PREPARED BY: Melissa DeBoer, Senior Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVING THE SITE PLAN FOR PAINTED WOODS SOUTH TOWNHOMES 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 Painted Woods South Townhomes, subject to remaining staff comments on May 25, 2021; AND, WHEREAS, the Site Plan for Painted Woods South Townhomes is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Painted Woods South Townhomes 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 21st day of June, 2021 that the Site Plan for Painted Woods South Townhomes is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Painted Woods South Townhomes – Preliminary Plat, Site Plan and Final Plat PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: May 21, 2021 MEETING DATE: May 25, 2021 GENERAL INFORMATION Applicant: DR Horton Owner: West Side Land Company Project Manager: Branden Stubbs, Stubbs Engineering Request: The applicant is requesting approval of a preliminary plat, site plan and final plat for a multi-family townhome development. Location and Size: Property is located north of Interstate 80 and east of Ute Avenue/R-22, containing approximately 8.47 acres. AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. May 21, 2021 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 and Townhome Dwelling District) North Vacant – Undeveloped Medium Density Residential R-1 (Single Family Residential District) South Interstate 80 N/A N/A East Single Family Residential Medium Density Residential R-2 / PD-1 (One and Two Family Residential District with a Planned Development Overlay) West Agricultural and Retail Community Commercial A-1 (Agricultural) & C-1 (Community & Highway Service Commercial District) BACKGROUND The subject property was originally platted as Outlot ‘T’ of Painted Woods South Plat 1. The property was zoned R-4, Row Dwelling and Townhome Dwelling District, with the overall rezoning for the Painted Woods South Development. The R-4 zoning district allows for the development of townhomes. The Planning and Zoning Commission approved a preliminary plat, site plan and final plat for a townhome development on the subject property in May 2020 from another applicant. That applicant has since withdrawn their proposal. PROJECT DESCRIPTION The project includes a total of 18 townhome buildings with a total of 83 townhome units for the entire site. Each unit accounts for one lot for a total of 83 corresponding lots. The buildings range between two to six units per building. Each lot is 1,352 square feet. Each unit is 1,430 square feet in size. The final plat identifies the 83 townhome lots as well as Outlot ‘X’ for all of the common areas, including the private streets, open space, and detention basins. The outlot will be owned and maintained by the homeowner’s association. One monument sign is proposed at the west entrance to the site. ACCESS AND PARKING Two accesses are provided to this site off of Prairie Bluff Drive. All streets interior to the site will be privately owned and maintained by the association. A total of 183 parking spaces are required for this project (1 space per 5 units for visitor parking, plus 2 spaces per unit) and a total of 183 spaces are provided, including 2 accessible parking stalls. This includes 2 attached garage spaces per unit. May 21, 2021 3 of 3 SIDEWALKS/TRAILS An eight-foot wide trail will be included to the north of the site, along the south side of Prairie Bluff Drive. Five-foot wide, private sidewalks are shown throughout the development in order to provide internal pedestrian access as well as provide access to and from the trail located along the public street. UTILITIES This site will be serviced with all public utilities. Sanitary sewer and water services will be brought into the site from Prairie Bluff Drive. All utilities within the site will be privately owned and maintained. Storm water will be accommodated with the detention basins located on the north side of the site. These will be owned and maintained by the association. 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 49%. This project includes 25-foot landscape buffers along all sides of the site. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations of the buildings are proposed to be constructed of vinyl siding, board and batton siding and stone. All buildings are two-story and each unit includes a two-car garage. There are several color palettes proposed in different shades of gray, tan and white. Elevations of the proposed buildings have been provided for review along with the proposed color schemes. LIGHTING PLAN No exterior lighting for the internal streets has been proposed at this time. General exterior residential house lighting will be provided on the exterior of each unit. COMPREHENSIVE PLAN The Comprehensive Plan classifies the subject property as Medium Density Residential. The Medium Density Residential classification provides for a variety of attached side-by-side townhome and row home products. The Plan states that neighborhoods should include a variety of housing options that accommodate a range of needs, price points and life stages of residents. STAFF RECOMMENDATION The proposed preliminary plat, site plan and final plat are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval subject to any remaining staff comments and review of the legal documents. PRELIMINARY PLAT & SITE PLAN FOR PAINTED WOODS SOUTH TOWNHOMES WAUKEE, IA PREPARED BY STUBBS ENGINEERING SITE AREA: 8.47 ACRES (368,821 SF) ZONING: R-4: ROW DWELLING AND TOWNHOME DWELLING DISTRICT SETBACKS: FRONT YARD: 30 FT. SIDE YARD: 15 FT. TOTAL REAR YARD:30 FT. IMPERVIOUS SURFACE CALCULATIONS: TOWNHOMES = 97,110 SF DRIVEWAYS = 33,892 SF PAVE = 46,832 SF SIDEWALKS = 8,850 SF TOTAL IMPERVIOUS SURFACE: = 186,684 SF TOTAL OPEN SPACE REQUIRED: 368,821 SF * 20% = 73,764 SF TOTAL OPEN SPACE PROVIDED: 182,137 SF (49.4%) UNITS: 83 UNITS (9.80 UNITS PER ACRE) PARKING: TOTAL REQUIRED: 1 SPACES PER 5 UNITS = 17 STALLS 2 SPACES PER UNIT = 166 STALLS TOTAL = 183 STALLS TOTAL PROVIDED: PARKING SPACES = 17 STALLS GARAGE/DRIVEWAY = 166 STALLS TOTAL = 183 STALLS ACCESSIBLE PARKING (VISITOR STALLS): REQUIRED = 1 ACCESSIBLE STALL (FOR 1-25 PARKING SPACES) PROVIDED = 2 STALLS OWNER: WEST SIDE LAND COMPANY 9550 HICKMAN ROAD, SUITE 101 CLIVE, IA 50325 CONTACT: TOBY TORSTENSON DEVELOPER: DR HORTON 1910 SW PLAZA SHOPS LANE ANKENY, IA 50023 CONTACT: JOSH MOULTON PHONE: (515) 965-7876 ENGINEER/SURVEYOR: STUBBS ENGINEERING 431 NE 72ND ST PLEASANT HILL, IA 50327 CONTACT: BRANDEN STUBBS PHONE: (515) 979-8499 SHEET INDEX: 1 - COVER SHEET 2 - NOTES 3 - DETAILS 4 - PRELIMINARY PLAT 5 - HYDRANT COVERAGE 6 - DIMENSION PLAN 7 - DIMENSION PLAN 8 - GRADING PLAN 9 - GRADING PLAN 10 - GRADING PLAN 11 - UTILITY PLAN 12 - UTILITY PLAN 13 - EROSION CONTROL PLAN 14 - LANDSCAPE PLAN VICINITY MAP: PROJECT NUMBER: ENGINEER: DRAWN BY: PAGE NUMBER: DATE: BWSSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 849920-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IADEVELOPMENT SCHEDULE: GRADING = APRIL 2021 UTILITIES = MAY 2021 PAVING = JUNE 2021 COMPLETE = JULY 2021 LEGEND: EXISTING WATER EXISTING STORM EXISTING SANITARY PROPOSED WATER PROPOSED STORM PROPOSED SANITARY FIRE HYDRANT WATER MAIN VALVE STORM INTAKE STORM FLARED END STORM MANHOLE SANITARY MANHOLE STREET LIGHT S -E W- -E ST- -E SS- -P W- -P ST- -P SS- JA 1COVER SHEETI 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. ___________________________________________________________________________ BRANDEN W. STUBBS, P.E.DATE LICENSE NUMBER:25335 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022 PAGES OR SHEETS COVERED BY THIS SEAL: ___________________________________________________________________________ ___________________________________________________________________________ BRANDEN W. STUBBS 25335 I OWALICENSED PR O F E S S I O N A L ENGINEERPRELIMIN A R Y INTERSTA T E 8 0 SITE LOCATION INDIAN RIDGE DR UTE AVE / R22PRAIRIE BLUFF DR LEGAL DESCRIPTION: OUTLOT 'T', PAINTED WOODS SOUTH - PLAT 1, AN OFFICIAL PLAT IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA AND CONTAINING 8.47 ACRES (368,821 SQUARE FEET) SUBMITTAL DATES: 1ST SUBMITTAL-01/14/21 2ND SUBMITTAL-02/08/21 3RD SUBMITTAL-03/02/21 4TH SUBMITTAL-03/30/21 5TH SUBMITTAL-04/21/21 6TH SUBMITTAL-05/12/21DAKOTA CIRWOODLAND CTROSE GLENEAGLE DRB L A C K B E A R P T WILDWOOD CTWESTWIND CT PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 2NOTESGENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. WHERE NOT OTHERWISE COVERED BY THE ABOVE, IN THE NOTES BELOW, OR WITHIN THIS PLAN SET, AND THE LATEST EDITION OF THE IOWA SUDAS STANDARDS AND SPECIFICATIONS SHALL GOVERN. CONSTRUCTION IS TO COMPLY WITH THE STATEWIDE URBAN STANDARD SPECIFICATIONS. THE 2021 EDITION IS USED FOR CONSTRUCTION IMPROVEMENTS. 2.THE LOCATION OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 3.ALL DEBRIS AND DIRT SPILLED ON THE STREETS OR ADJACENT PROPERTY SHALL BE CLEANED UP BY THE CONTRACTOR AT THE END OF EACH WORKDAY AND PRIOR TO A RAIN EVENT. 4.ALL CONSTRUCTION PROCEDURES AND MATERIALS TO MEET OR EXCEED MINIMUM REQUIREMENTS OF THE CITY. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CUT SHEETS OR MATERIAL SPECIFICATIONS TO CITY PUBLIC WORKS FOR APPROVAL ON ALL CONSTRUCTION MATERIALS USED PRIOR TO CONSTRUCTION. 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY AND ALL APPROPRIATE SAFETY REGULATIONS. 6.THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ALL REQUIRED WORK ZONE TRAFFIC CONTROL (VEHICULAR, BICYCLE, AND/OR PEDESTRIAN) REQUIRED DURING ANY AND ALL OPERATIONS. THESE SHALL BE INSTALLED PRIOR TO BEGINNING WORK ON THE SITE. LANE CLOSURES MUST BE APPROVED BY CITY OF WAUKEE. 7.THE CONTRACTOR(S) SHALL FURNISH AND PLACE ALL NECESSARY TEMPORARY SIGNS AND BARRICADES DURING CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS. ALL ROADS SHALL BE BARRICADED UNTIL ACCEPTANCE BY CITY. COORDINATE WITH CITY ON REMOVAL OF ANY CONFLICTING SIGNAGE. REMOVE ALL TEMPORARY BARRICADES, SIGNAGE. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE CITY AND OTHER INSPECTION AGENCIES PROPER NOTICE OF 24 TO 48 HOURS FOR THEIR REQUIRED INSPECTIONS. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS FOR PERFORMING THE WORK. 10.ALL PERMITS FROM IDNR, IDOT, COUNTY AND/OR CITY, AND OTHER PERMITTING AGENCIES SHALL BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR(S) SHALL HAVE PAPER COPY ON SITE BEFORE COMMENCING CONSTRUCTION. 11.ANY DAMAGE DONE TO THE EXISTING AND/OR PROPOSED FENCES, YARDS, OR OTHER IMPROVEMENTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 12.THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, WEEKEND WORK, AND/OR HOLIDAY WORK. 13.THE CONTRACTOR SHALL PROVIDE SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CONSTRUCTION. 14.ALL DISTURBED AREAS SHOULD BE RESTORED BY SODDING. ANY EXISTING ESTABLISHED LAWNS SHALL BE REPLACED WITH SOD. SOD MAINTENANCE PERIOD SHALL BE WHEN SOD IS DEEMED ESTABLISHED BY THE CITY. 15.ALL CONSTRUCTION STAKING TO BE DONE UNDER THE DIRECTIONS OF A LICENSED ENGINEER OR LAND SURVEYOR. 16.NPDES GENERAL PERMIT #2 HOLDER IDENTIFIED IN CURRENT SWPPP SHALL PROVIDE WRITTEN VERIFICATION TO THE CITY ON COMPLIANCE WITH THE GENERAL PERMIT #2 TOPSOIL REQUIREMENTS UPON COMPLETION OF THE PROJECT. 17.ALL CONCRETE SAWCUTTING/GRINDING SLURRY CONTAINMENTS AND DISPOSAL SHALL MEET CURRENT GENERAL PERMIT #2 REQUIREMENTS. 18.ANY CHANGES TO THE PROPOSED PLAN SHALL BE SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT IN WRITING PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH CHANGES MADE WITHOUT CITY APPROVAL. 19.ADDITIONAL CLASS E RIP RAP MAY BE REQUIRED BY CITY OF WAUKEE. 20.ALL PAVEMENT REMOVAL WILL BE FROM JOINT TO JOINT. 21.PRECONSTRUCTION MEETING IS REQUIRED WITH CITY OF WAUKEE PRIOR TO CONSTRUCTION. 22.THE CITY WILL NOT BE RESPONSIBLE FOR PAVEMENT REPAIR DURING REPAIR/ REPLACEMENT PROCEDURES TO THE PUBLIC INFRASTRUCTURE. 23.DIRECTIONAL SIGNAGE SHALL BE PROVIDED 24.ALL STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. 25.STREET BLADE SIGNS TO BE INSTALLED AT THE TIME VERTICAL CONSTRUCTION BEGINS. PCC PAVING NOTES: 1.ALL SUBGRADE UNDER SLAB TO BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DENSITY FOR A MINIMUM OF 12 INCHES. MOISTURE CONTENT RANGE 0% TO +4% OF OPTIMUM. 2.MOISTEN SUBGRADE PRIOR TO PLACING CONCRETE. 3.ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4.AGGREGATE SHALL BE CLASS 4. 5.CONCRETE SURFACES SHALL BE BURLAP FINISH. CHECK SURFACE WITH TEMPLATE. NO DEVIATION OVER 1/8” IN 10' IS PERMITTED. ALL CONCRETE SHALL SLOPE TO DRAIN. 6.ALL CONCRETE SHALL BE CURED WITH AN ASTM C309 TYPE 2, WATER BASED WHITE PIGMENTED CURING COMPOUND PERIDOT SEC. 4105. 7.SAW CUT JOINTS AS SOON AS CONCRETE HAS SET ENOUGH TO PREVENT RAVELING AND PRIOR TO ANY CRACKING. 8.SAW CUTS TO BE 1/8” TO 1/4” WIDE; DEPTH: LONGITUDINAL T/3, TRANSVERSE T/4. 9.LONGITUDINAL JOINT SPACING SHALL NOT BE GREATER THAN 12'/ JOINT LAYOUT SHALL BE PER SUDAS, OR AS APPROVED BY THE ENGINEER AND CITY. ADDITIONALLY, TRANSVERSE SPACING SHALL NOT BE GREATER THAN 15'. 10.BARS AT LONGITUDINAL JOINTS TO BE 5/8” (#5) X 30” DEFORMED AT 30” O.C. ALL BARS SHALL BE EPOXY COATED. 11.ALL JOINTS SHALL BE FILLED PER 2021 SUDAS AND CITY OF WAUKEE SUPPLEMENTAL SPECIFICATIONS 12.THE CONTRACTOR TO BARRICADE SLAB FOR AT LEAST 14 DAYS AFTER PLACING CONCRETE. 13.PAVING THICKNESS SHALL BE PER THE TYPICAL SECTIONS, OR AS NOTED. 13.1. ALL ROADWAYS SHALL INCLUDE 12 INCHES OF SUBGRADE PREPARATION. 13.2. ANY AND ALL PATCHES MATCH EXISTING PAVEMENT SECTION. 13.3. ALL STREET PAVEMENTS SHALL BE SIX (6”) INCHES NON-REINFORCED PCC PAVEMENT, UNLESS OTHERWISE NOTED. 13.4. SIDEWALKS SHALL BE FOUR (4”) INCHES PCC AND SEVEN (7) FEET WIDE, UNLESS OTHERWISE NOTED. SIDEWALKS SHALL AT LEAST MATCH DEPTH OF DRIVEWAY/ENTRY WHEN SHOWN IN DRIVEWAY/ENTRY. 14.THE CONTRACTOR(S) SHALL SUBMIT DESIGN MIX AS DESIGNED BY INDEPENDENT TESTING LABORATORY PRIOR TO PLACING ANY CONCRETE. 15.ALL WORK TO COMPLY WITH CURRENT ACI STANDARDS. 16.FULL DEPTH SAW CUT (TO SQUARE ENDS) AND TIE INTO EXISTING PAVEMENT, AS REQUIRED. DEMOLITION: 1.THE CONTRACTOR IS RESPONSIBLE FOR CLEARING & GRUBBING THE SITE; AND THE REMOVAL & DISPOSAL OF ANY DELETERIOUS AND EXCESS MATERIALS LEGALLY FROM THE SITE. 2.ALL MATERIALS SHALL BE LEGALLY DISPOSED OF AT A CONTRACTOR SUPPLIED DISPOSAL SITE THAT IS APPROVED TO ACCEPT REMOVED MATERIALS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, CHARGES, TESTING, AND TRANSPORTATION ASSOCIATED WITH THE REMOVED MATERIALS. ALL LOADS SHALL BE COVERED. 4.ONLY FULL DEPTH SAW CUTS TO NEAREST JOINT LINES(S) SHALL BE USED PRIOR TO REMOVAL OF PAVEMENT, DRIVEWAYS, AND SIDEWALKS. H.C.STALLS, RAMPS, AND SIDEWALK NOTES: 1.ALL INTERSECTION SIDEWALK RAMPS AND RELATED TURNING SPACE/CONNECTIONS SHALL BE INSTALLED AS PART OF THE PLAT/ROADWAY IMPROVEMENTS. 2.GENERAL SIDEWALK CONSTRUCTION IS THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS. SEE 'PCC PAVING NOTES' FOR DEPTHS. 3.ANY SIDEWALKS AND/OR TRAIL FRONTING OPEN AND/OR PUBLIC SPACES WHICH WILL NOT BE DEVELOPED INTO BUILDABLE LOTS IN THE FUTURE WILL HAVE SIDEWALK AND/OR TRAIL INSTALLED BY THE DEVELOPER WITH THE PUBLIC IMPROVEMENTS. SEE 'PCC PAVING NOTES' FOR DEPTHS. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE PROPOSED SPOT ELEVATIONS. 5.ALL PEDESTRIAN FACILITIES - INCLUDING, BUT NOT LIMITED TO: SIDEWALK SLOPES, DROP CURBS, GRADING, STRIPING, SIGNAGE, AND RAMP DETAILS - SHALL BE CONSTRUCTED TO MEET THE CURRENT REQUIREMENTS/STANDARDS OF SUDAS, MUTCD, DOJ, ADAAG, AND PROWAG. 6.THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THAT THE RAMP, SIDEWALK, AND PARKING AREAS ARE CONSTRUCTED PROPERLY TO MEET STANDARDS. 7.SHOULD DISCREPANCIES OCCUR ON THE PLAN OR WHAT IS REQUIRED BY THE INSPECTOR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 8.THE TRAIL/PATH INSTALLATION IS REQUIRED THROUGH THE ADJOINING OPEN SPACE AS IDENTIFIED BY THE PLANS, AND SIDEWALK SHALL BE INSTALLED ADJACENT TO OUTLOTS. UTILITIES, GENERAL: 1.WORK SHALL INCLUDE CONNECTION TO EXISTING PUBLIC UTILITIES AND ANY AND ALL FITTINGS, CLEANOUT AND APPURTENANCES REQUIRED BY CODES. 2.ALL UTILITY STATIONS IN PLAN VIEW ARE TIES TO CENTERLINE STREET STATIONS, UNLESS OTHERWISE NOTED. 3.STORM AND SANITARY SEWER LENGTHS AND LINEWORK ARE SHOWN FROM THE SUDAS REFERENCE POINT LOCATIONS. CONTRACTOR SHALL MODIFY THE PIPE LENGTHS DUE TO OPEN AREA INSIDE OF STRUCTURE AND CONNECTION LOCATIONS. 4.ALL TRENCHES SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR. 5.ALL TERMINI OF MAINS AND SERVICES SHOULD BE MARKED WITH A PAINTED STEEL POST. (WATER=BLUE, STORM=GREEN, SANITARY=RED). POSTS SHOULD BE AT LEAST SIX (6) FOOT POST WITH FOUR (4) FEET EXPOSED ABOVE GROUND. 6.MAINTAIN A MINIMUM OF VERTICAL SEPARATION OF 18-INCHES AND A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN SANITARY AND STORM SEWERS WITH WATERMAINS. 7.MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18-INCHES BETWEEN STORM SEWER AND WATERMAIN. 8.FULL DEPTH COMPACTION REQUIRED AT ALL STREET CROSSINGS. NOTE THAT DENSITY TEST REPORTS FROM TESTING LAB WILL BE BY DEVELOPER. 9.THE UTILITY CONTRACTOR SHALL PROVIDE TO THE DEVELOPER THE MEASUREMENTS OF ALL SANITARY AND STORM SEWER, WATER, AND FOOTING DRAIN SERVICES FROM LOT CORNERS. 10.ALL UTILITY CONTRACTOR AND/OR OWNERS SHALL BE RESPONSIBLE TO PROVIDE THE CITY WITH “AS-BUILT” DRAWINGS OF ALL IMPROVEMENTS. 11.ALL SERVICES LINES TO THE BUILDING AND ALL UTILITY LINES IN THE ADJOINING RIGHT-OF-WAY SHALL BE LOCATED UNDERGROUND. 12.ALL CASTING(S) ARE PER THE RESPECTIVE SUDAS DETAIL, UNLESS OTHERWISE NOTED. 13.ALL SERVICES LAYS TO COMPLY WITH WAUKEE TYPICAL SERVICE LAYOUT. 14.ALL MANHOLES WILL BE ROTATED AWAY FROM SIDEWALKS. 15.ALL CONNECTIONS TO EXISTING PUBLIC UTILITIES AND TESTING SHALL BE WITNESSED BY THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 16.ALL UTILITIES ARE TO BE TO CITY OF WAUKEE STANDARDS AND THE CITY IS TO WITNESS ALL TESTING 17.ALL UTILITIES ARE TO BE PRIVATELY OWNED AND MAINTAINED. GRADING NOTES: 1.PUBLIC RIGHTS-OF-WAYS SHALL MEET THE 2021 SUDAS REQUIREMENTS FOR TOPSOIL. 2.ALL AREAS ARE TO HAVE 8 INCHES OF TOPSOIL. 3.PROOF ROLL THE EXPOSED SUBGRADE AND REPLACE WITH COMPACTED FILL TO BOTTOM OF CONCRETE DRIVES, CURBS, WALKS AND BUILDING FLOOR ELEVATION. 4.NATIVE OR EXISTING ON-SITE SOILS MAY BE REUSED FOR COMMON FILL AFTER THEY ARE SORTED TO REMOVE ALL DELETERIOUS MATERIALS SUCH AS CONCRETE, BRICKS, AND OTHER RUBBLE. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THE PROJECT SITE. ALL EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. SEE DEMOLITION PLAN NOTES FOR DETAILS ON REMOVAL AND LEGAL DISPOSAL OF MATERIALS. 5.ANY SOFT SPOTS DISCOVERED DURING PROOF ROLLING SHALL BE REMOVED AND RECOMPACTED AND RETESTED. 6.ALL PAVEMENTS SHALL HAVE A MINIMUM OF 12 INCHES OF SELECT, COMPACTED MATERIAL OF CL OR ML CLASSIFICATION DIRECTLY BELOW THE BOTTOM OF SLAB; OR OTHER ACCEPTED MATERIAL BY THE ENGINEER. 7.FILL SHALL BE PLACED IN UNIFORM LIFTS HAVING A MAXIMUM LOOSE THICKNESS OF NINE (9”) INCHES. COMPACTION BELOW SLABS AND PAVING AND WALKS SHALL BE AT LEAST 95% OF STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY. COMPACT TO AT LEAST 90% AT ALL OTHER LOCATIONS. MAINTAIN MOISTURE CONTENT OF CONTROLLED FILL ABOVE OPTIMUM DURING PLACEMENT AND COMPACTION. 8.THE ENTIRE SITE SHALL BE FINE GRADED WITH ELEVATION TOLERANCE OF ONE-TENTH (0.1) FOOT. 9.ALL CONTRACTORS SHALL ADHERE TO ALL RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEERING REPORT. 10.EXISTING ONSITE FILL SHALL BE FREE OF CONCRETE, GRAVEL, BRICK, CINDERS, GLASS, ORGANICS, AND OTHER LOW DENSITY/DEGRADABLE MATERIAL. 11.ALL SPOT ELEVATIONS ARE TO THE TOP OF THE FINISHED SURFACE, UNLESS OTHERWISE SPECIFIED. 10.1 SPOT ELEVATIONS GOVERN OVER CONTOURS. 12.STRIP AND STOCKPILE ALL TOPSOIL FOR REUSE ON SITE. ALL AREAS NOT COVERED BY POND, PAVEMENT, OR BUILDINGS SHALL BE GRASS. SEEDED AREAS SHALL BE PREPARED AS SPECIFIED IN SUDAS. 13.PROVIDE POSITIVE DRAINAGE FOR ALL LOCATIONS. 14.ADJUST TRAIL, SIDEWALK, AND SHARED USE PATH ELEVATIONS TO PROVIDE LABELED STORMWATER BASIN EMERGENCY OVERFLOW ROUTE AND WEIR ELEVATIONS. 15.PERMANENT SMF'S SHALL BE USED AS TEMPORARY SILT BASINS. SEE SWPPP AND DETAIL SHEETS FOR MORE INFORMATION. 16.ALL RIPRAP SHALL BE PLACED OVER ENGINEERING FABRIC. AS HATCHED IN CONSTRUCTION PLANS, ALL AREAS OF THE EXISTING DITCH BOTTOM AROUND END SECTIONS, AND EXISTING END SECTIONS DISCHARGING INTO DITCH SHALL BE COVERED WITH RIPRAP. 17.SUDAS SHALL APPLY TO GRADING, EROSION, AND ASSOCIATED WORK FOR THE PROJECT. THE CONTRACTOR SHALL ESPECIALLY OBSERVE THE REQUIREMENTS OF THE SPECIFICATIONS (ALONG WITH THE EROSION CONTROL PLAN PREPARED FOR THE PROJECT) IN CONDUCTING GRADING AND SURFACE RESTORATION WORK. 17.A.THE STORMWATER POLLUTION PREVENTION PLAN IS THE RESPONSIBILITY OF THE OWNER WHOM SHALL MAKE ALL CONSTRUCTION WORKERS AWARE OF THE MAJOR PROVISIONS OF SAID PLAN 17.B.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH SIGNIFICANT STORM, TO LOCATE DAMAGE AND CONDUCT MAINTENANCE OPERATIONS. 17.C. INSPECTION TO BE COMPLETED SHALL MEET GENERAL PERMIT #2 REQUIREMENTS. 17. PROVIDE TESTING REPORTS TO CITY. WATERMAINS: 1.ALL PROPOSED WATERMAINS SHALL BE EIGHT (8”) INCHES, UNLESS OTHERWISE NOTED. 2.ALL WATERMAINS SHALL HAVE A MINIMUM OF FIVE AND ONE-HALF (5.5) FEET COVER OVER THE TOP OF THE PIPE. 3.ALL WATERMAINS SHALL BE CONSTRUCTED AND TESTED TO WAUKEE STANDARD SPECIFICATION STANDARDS IN ADDITION TO IDNR PERMIT APPLICATION. 4.ALL HYDRANTS SHALL BE 12 INCHES MINIMUM FROM SIDEWALKS OR 24 INCHES FROM TRAILS. 5.1 THE CONTRACTOR SHALL VERIFY BEFORE PLACING F.H.’S THAT NO PART OF THE F.H. SHALL BE CLOSER THAN 12 INCHES TO A PROPOSED SIDEWALK. 5.2 F.H.’S SHALL ALSO BE PLACED ON THE EXTENSION OF LOT LINES AS SHOWN ON THE PLANS. ADDITIONAL STAKE FOR LOT CORNERS AND SIDEWALKS SHALL BE SET 5.THE CONTRACTOR(S) SHALL PROVIDE AND INSTALL NECESSARY CONNECTIONS, FITTINGS, BENDS, TEES, BLOCKING, SUPPORTS, ETC. NOTED PIPE LENGTHS DO NOT INCLUDE VERTICAL AND/OR FITTING ADJUSTMENTS. 6.SITE WATERMAIN PIPING SHALL BE PVC, C900 DR18, UNLESS OTHERWISE LABELED. 7.SITE WATER SERVICE PIPING SHALL BE TYPE K COPPER, UNLESS OTHERWISE LABELED. 8.NO EXTENSIONS ARE ALLOWED ON FIRE HYDRANT ASSEMBLIES. 9.SEE OTHER PLAN SHEETS, IDNR WATER SUPPLY PERMIT APPLICATION AND PERMIT, SUDAS DESIGN AND COORDINATION ITEMS. 10.FOR CROSSING OF WATER MAIN UNDER STORM SEWER, ONE FULL LENGTH OF RCP STORM SEWER SHALL BE CENTERED OVER WATER MAIN. JOINTS ON EITHER SIDE SHALL HAVE RUBBER O-RINGS. 11.VALVE OPERATIONS SHALL BE COORDINATED WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 12.ALL FIRE HYDRANTS SHALL HAVE 5-INCH STORZ FITTINGS. SANITARY SEWERS: 1.THE SANITARY SEWER PIPE BEDDING SHALL BE GRANULAR ENCASEMENT. 2.ALL PROPOSED SANITARY SEWER LINES SHALL BE EIGHT (8”) INCHES, UNLESS OTHERWISE NOTED. 3.ALL PIPE SHALL BE PVC, TRUSS PIPE. 4.ALL SANITARY SEWER SHALL BE CLEANED AND SHALL BE TELEVISED AFTER BACKFILL HAS BEEN IN PLACE A MINIMUM OF 30 DAYS. 5.ALL SANITARY SEWER SHALL BE CONSTRUCTED AND TESTED TO WAUKEE STANDARD SPECIFICATION STANDARDS IN ADDITION TO IDNR PERMIT APPLICATION. 6.ADJUSTMENT OF EXISTING MH RIM SHALL INCLUDE NEW BARREL SECTIONS. 7.THE SEWER SHOULD BE WELL BELOW THE FROST LINE AT ALL POINTS AND LOWER THAN ANY WATER LINES PLACED NEARBY. 8.ALL WORK SHALL BE PER THE IDNR AND PLUMBING PERMITS. 9.3-PIECE CASTING FOR ALL MANHOLES IN PAVEMENT. 10.CHIMNEY SEALS REQUIRED FOR ALL MANHOLES. STORM SEWER: 1.THE CONTRACTOR SHALL PLACE SILT FENCE AROUND ALL STORM SEWER INLET LOCATIONS, STEEP SLOPES, OR AS DIRECTED BY THE CITY. ALL EROSION/SEDIMENTATION CONTROL SHALL BE SET UP PRIOR TO CONSTRUCTION. 2.ANY STORM PIPE LOCATED UNDER PAVEMENT WITH LESS THAN TWO (2) FEET OF COVER SHALL PROVIDE 24”X24” REINFORCEMENT ABOVE AND USE CLASS V RCP. 3.ALL PROPOSED STORM SEWER LINES SHALL BE AS NOTED FOR SIZE. 4.R.C.P. STORM SEWER TO BE 2000D (MINIMUM), USE STRENGTH REQUIRED BY SUDAS. 5.ANY FIELD TILE DISCOVERED OR DAMAGED DURING CONSTRUCTION SHALL BE TIED INTO THE STORM SEWER SYSTEM OR REPAIRED/REPLACED; AND NOTIFY CITY OF WAUKEE AND ENGINEER AND BE RECORDED ON AS-BUILTS. 6.THE LAST THREE (3) PIPE SECTIONS AND THE FLARED END SECTION ON ALL CULVERTS SHALL BE TIED. ALL STORM SEWER JOINTS SHALL BE WRAPPED WITH ENGINEERING FABRIC. 7.CONTRACTOR WILL LAY SEWER PIPE AT THE BACK OF CURB IN ACCORDANCE WITH SUDAS DETAILS. 8.FOR CROSSING OF WATER MAIN UNDER STORM SEWER, ONE FULL LENGTH OF RCP STORM SEWER SHALL BE CENTERED OVER WATER MAIN. JOINTS ON EITHER SIDE. 18" MINIMUM SEPARATION. STORM SEWER LOCATED OVER THE WATER MAIN SHALL BE EITHER GASKETED OR CONSTRUCTED OF WATER MAIN MATERIAL. 9.ALL STORM SEWERS ARE TO BE CLEANED AND TELEVISED. A COPY OF VIDEOS AND REPORT ARE TO BE PROVIDED TO THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. PROJECT NUMBER: PAGE NUMBER:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS JA 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 3DETAILSNOT TO SCALE INSTALL A 24 INCH WIDE (MIN.) STRIP OF DETECTABLE WARNINGS AT THE BACK OF CURB. EXTEND THE DETECTABLE WARNINGS ACROSS THE FULL WIDTH OF THE RAMP. PROVIDE A MINIMUM OF 6 INCHES OF CONCRETE BELOW THE DETECTABLE WARNING PANEL. DETECTABLE WARNINGS (PROFILE) 0.9" TO 1.4" DETECTABLE WARNING STRIP DETAIL NOT TO SCALE DETECTABLE WARNING ALIGNMENT (TOP VIEW) 1 2 DETAIL A LEVEL LINEBT-3 JOINT 5% MAX. CROSS SLOPE GUTTER LINE BACK OF CURB7.5" 6" MIN. CURB RAMP LENGTH VARIES ROADWAY PAVEMENT 50-65% OF BASE DIAM. 0.9" TO 1.4" 1.6" - 2.4" 1.6" - 2.4" 0.2" 50-65% OF BASE DIAM. 1 2 1/2" MAX. 18" PAVEMENT SEE DETAIL A 12" BROOM FINISH SLOPE SURFACE 1/4" PER FOOT, ALL SIDES, FOR DRAINAGE CHAMFER EDGES IN LANDSCAPED AREAS, TOOL FLUSH WITH ADJOINING SURFACES IN PAVED AREAS. 4.00'4.00'12"2"3" CLR. (TYP) COMPRESSIBLE FILLER BACK OF CURB #4 @ 14" O.C. EA. WAY COMPACTED GRAVEL OR CRUSHED STONE (OMIT IF BEARING IS ON SOLID ROCK) FIRM UNDISTURBED SOIL OR COMPACTED FILL MAXIMUM FROST DEPTH GENERAL NOTES 1.CONCRETE: 3000 PSI @ 28 DAYS, 6% AIR ENTRAINMENT 3" SLUMP, PLACE IN ACCORDANCE WITH ACI-301. 2.REINFORCING STEEL: ASTM A615, GRADE 60. 3.THIS BASE DETAIL CAN BE USED FOR NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS (NDCBU) CLUSTER BOXES AND PARCEL LOCKERS WITH 4"X10" BOLT PATTERN. 4.REQUIRED EXPANSION BOLT CAPACITY, BASED ON CALCULATED DESIGN LOAD= 3100 LBS TENSION, 2000 LBS SHEAR 5.MAILBOX PADS TO BE INSTALLED BY DEVELOPER CLUSTER MAILBOX PAD DETAIL CLASS 'A' 3" ROLLED CURB AND SIDEWALK NOTE: 1.TRAVERSE JOINTS SHALL BE C JOINTS AT 15' MAX. SPACING. 2.LONGITUDINAL JOINTS SHALL BE INTERCHANGEABLE, L-1 OR KT-1. 3" 4" PCC SIDEWALK1" RADIUS TOP OF CURB (TC) FORM GRADE (FG) 12" SUBGRADE PREPERATION 2' - 0" NOT TO SCALE 2' - 6" 12" Varies FORM GRADE ELEV. Slope as per plans 3" 71 2'' NOT TO SCALE 3" P.C.C. DROP CURB TYPICAL SECTION - 26' P.C.C. ROADWAY 6" P.C.C. PAVEMENT 12" SUBGRADE PREPARATION - TWO 6" LIFTS NOT TO SCALE L-1 JOINT 2.0' 4" SIDEWALK 3" DROP CURB 3" DROP CURB 26' B-B 5.0' 13.0'13.0' 2.0' 2% CROSS SLOPE 2% CROSS SLOPE 1.5% CROSS SLOPE 9" MINIMUM DEPTH I.D.O.T. SPECIFICATIONS TT/2SEE DETAIL `B' SEE DETAIL `B' @ 30'' CENTERS #5 TIE BAR `BD' 15"T/2T@ 12'' CENTERS (*) x 30" TIE BAR PAV'T. EXIST. ABUTTING PAVEMENT JOINT PAVING T/2FUTURE 1'-6'' `H' 1/8''€ 1/16'' ROD BACKER 1-1/8''MIN. 3/8'' 6'' `DW' 1/8'' R. 18''T/23/8'' SAWCUT (BOTH SIDES) JOINT SEALER MATERIAL TOP OF PAVEMENT LENGTH, 15'' C-C #5 TIE BAR, 36'' HEADER CONC. HEADER JOINT (END PAVEMENT) STRENGTH IN ACCORDANCE W/ OF 10,000 lbs. OF PULL OUT ANCHORAGE TO PROVIDE A MIN. W/ TAPE DETAIL `A' DETAILS OF POURED JOINT FILLER SEAL ENDS OF JOINT 1/8'' R. WELL GREASED DOWEL SLEEVE @ 12'' CENTERS * SMOOTH DOWELS 18'' LONG COMPOUND JOINT SEALING T1-1/4'' MIN.8-1/2''1''1'' `ED'T`C' 1-1/2'' IF T IS 10'' OR MORE 3/4'' IF T IS 7'' OR LESS FOR EXPANSION :T* DOWEL SIZE 3/4'' IF T IS 7'' OR LESS 1-1/4'' IF T IS MORE THAN 8'' & LESS THAN 10'' 1-1/2'' IF T IS 10'' OR MORE 1'' IF T IS MORE THAN 7'' UP TO 8'' #5 IF T IS 8'' OR MORE #4 IF T IS LESS THAN 8'' 36'' TIE BARS @ 30'' CENTERS T/2 SEE DETAIL `A'T/2T/2SEE DETAIL `A' 18'' DOWELS @ 12'' CENTERS * SEE DETAIL `A' ALTERNATE ENDS OF DOWELS SHALL BE FREE MOVING IN THE ASSEMBLY `CD' DOWELED CONTRACTION JOINT `L' TRANSVERSE CONTRACTION JOINT LONGITUDINAL CONTRACTION JOINT EXPANSION JOINT SAME SIZE AS DOWELS MATERIAL W/ HOLES 1/2'' 1'' EXPANSION JOINT * DOWEL SIZE: NOTE:SAWCUT1-1/8''MIN. 3/8'' BACKER ROD 3/8'' 2-3/4'' T/2 DETAIL `B' 1/8''€ 1/16'' LIGHT SANDBLASTING (BOTH SIDES) SEAL ENDS OF JOINT W/ TAPE 1-1/8'' 1-3/4''TSLAB FIRST TYPICAL KEYWAY CRACK OR JOINT LINE DETAILS OF POURED JOINT FILLER JOINT SEALER MATERIAL TOP OF PAVEMENT THAN 7'' #6 IF `T' IS LESS THAN 7'' UP TO 8'' #8 IF `T' IS MORE THAN 8'' (*) #10 IF `T' IS MORE PAVING SHALL BE EPOXY-COATED. 3. ALL REINFORCING STEEL RODS, DOWELS OR TIE BARS USED IN THE PCC 1-1/4'' IF T IS MORE THAN 8'' & LESS THAN 10'' 1'' IF T IS MORE THAN 7'' UP TO 8'' PLACING AND FINISHING OF CONCRETE. ON CHAIRS AND SECURED AGAINST MOVEMENT WITH METAL STAKES DURING 2. ALL LOAD TRANSFER DEVICES AND TIE BARS SHALL BE POSITIONED 1. APPROVED DOWEL ASSEMBLIES SHALL BE USED FOR ALL `ED' & `CD' JOINT PAV'T. NEW SHALL BE T/4 T/3 EXCEPT `C' JOINT LIGHT SANDBLASTING CRACK OR JOINT LINE NON-REINFORCED CONCRETE PAVEMENT JOINTS END OF DAY'S WORK JOINT (NON-WORKING) NOT TO SCALE VARYING DRIVEWAY CROSS SLOPE VARYING DRIVEWAY CROSS SLOPE 4" SANITARY SEWER SERVICE 6-8' DEEP AT CENTER OF LOT 1" WATER SERVICE 5.5' DEEP 24" NOT TO SCALE SERVICE LOCATION DETAIL NOTES: 1. PLACE ONE 6' STEEL POST BURIED 3' AT WATER CURB BOX. PAINT WATER SERVICE BLUE. 2. BRING END OF SERVICE PIPE TO A MINIMUM OF 1-FT ABOVE FINISHED GRADE USING TWO 45° BENDS; PLACE WATER TIGHT CAP ON THE END OF THE SERVICE PIPE; PLACE 6' STEEL POST PAINTED RED NEXT TO SERVICE PIPE STUB. 13.00'4.00'13.00'24.33'19.75'11.67'6.25'32.00'9.00'5.58' TYPICAL SYDNEY DIMENSION PLAN NOT TO SCALE TOTAL SQUARE FOOTAGE OF UNIT: MAIN FLOOR = 649 SF SECOND FLOOR = 982 SF GARAGE = 419 SF TOTAL = 2,049 SF 20.42'20.67'DATE: 0" TO 6" HYDRANT ASSEMBLY DETAIL P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E STE STE STE SSE SSE SSE STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1 2 3 4 5 6 7 8 9 10 11 12 39 38 37 36 35 34 33 32 31 30 42 43 44 45 46 47 48 49 50 51 52 53 54 55 69 68 67 66 65 64 63 62 61 60 59 58 57 56 70 71 72 73 74 75 76 77 78 79 80 81 82 83 16 17 18 19 20 21 22 23 24 25 26 27 28 29 13 14 15 40 41 N0° 30' 22"E 464.71'S87° 38' 24"W 124.61' N81° 39' 00"E 1 9 1 . 5 2 ' S85° 58' 44"E 155.15' S83° 41' 59"E 1 5 1 . 7 6 ' S72° 1 3 ' 2 9 " E 6 6 . 5 2 'N0° 00' 02"W 558.77'S70° 5 2 ' 1 0 " E 6 9 . 4 6 ' D=019°14'07"L=347.47'R=1035.00'CH=345.84'CHB=N80°29'32.56"W N83° 40' 39"E 11.15'E SSE SSE SST T T T TT TT TT T T D=025°26'5 4"L=273.16'R=615.00'CH=270.92'CHB=N83°36'48.25"W PROJECT NUMBER: PAGE NUMBER: DATE: ENGINEER: DRAWN BY: UTILITY NOTE: UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE PLANS ARE PRESENT IN THE FIELD.30' SETBACKBWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 4PRELIMINARY PLATSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499JUNIPER DR Feet 0 30 60 30' SETBAC K 30' SETBACK30' S E T B A C K EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 31' B-B 70' ROW EXISTING 30' SANITARY EASEMENT BK:2020 PG:17974 EXISTING 20' STORM EASEMENT BK:2020 PG:17978 EMBER DRGLENVIEW STEASTON STPRAI R I E B L U F F D R I V E EXISTING 10' OVERLAND FLOWAGE EASEMENT BK:2020 PG:17976 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING OVERLAND FLOWAGE EASEMENT BK:2020 PG:17976 EXISTING 15' PUE BK:2020 PG:17973 EXISTING 10' PUE BK:2020 PG:17973 EXISTING 30' SANITARY EASEMENT EXISTING 20' STORM EASEMENT 6" PCC6" PCC 6" PCC 6" PCC10' PUE PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 10' WATER MAIN EASEMENT 26' INGRESS/ EGRESS EASEMENT PRIVATE 10' WATER MAIN EASEMENT 26' INGRESS/ EGRESS EASEMENT 10' PUE PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT 10' PUE PRIVATE 10' WATER MAIN EASEMENT 10' PUE 26' INGRESS/ EGRESS EASEMENT 26' INGRESS/ EGRESS EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 10' WATER MAIN EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT 10' PUE 10' PUE 10' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE5' PUE 5' PUE PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT STORM DETENTION EASEMENT STORM DETENTION EASEMENT PAVEMENT THICKNESS SHALL BE 8" WITHIN PUBLIC ROW PAVEMENT THICKNESS SHALL BE 8" WITHIN PUBLIC ROW MONUMENT SIGN METER PIT OUTLOT A 4' X 12' CBU PAD 4' X 8' CBU PAD 4' X 12' CBU PAD 4' X 8' CBU PAD (4102) (4106) (4110) (4114) (4118) (4122) (4132) (4136) (4140) (4144) (4148) (4152) (4162) (4166) (4170) (360)(356)(352)(348)(344)(340)(336)(332)(328)(324)(316)(312)(308)(304) (4181) (4177) (4173) (4169) (4165) (4151) (4147) (4143) (4139) (4135) (4105) (4109) (361)(357)(353)(349)(345)(337)(333)(329)(325)(321)(313)(309)(305)(301) (302)(306)(310)(314)(322)(326)(330)(334)(338)(346)(350)(354)(358)(362) (359)(355)(351)(347)(343)(339)(335)(331)(327)(323)(315)(311)(307)(303) 10' LOT SETBACK 25' BUILDING SETBACK P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E STE STE STE SSE SSE SSE STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1 2 3 4 5 6 7 8 9 10 11 12 39 38 37 36 35 34 33 32 31 30 42 43 44 45 46 47 48 49 50 51 52 53 54 55 69 68 67 66 65 64 63 62 61 60 59 58 57 56 70 71 72 73 74 75 76 77 78 79 80 81 82 83 16 17 18 19 20 21 22 23 24 25 26 27 28 29 13 14 15 40 41 E SSE SSE SSPROJECT NUMBER: PAGE NUMBER: DATE: ENGINEER: DRAWN BY: UTILITY NOTE: UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE PLANS ARE PRESENT IN THE FIELD. BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 5HYDRANT COVERAGESTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499Feet 0 30 60EXISTING 150' HYDRANT RADIUS EXISTING 150' HYDRANT RADIUS EXISTING 150' HYDRANT RADIUS 150' HYDRANT RADIUS (TYP.) EXISTING 150' HYDRANT RADIUS JUNIPER DR EMBER DRGLENVIEW STEASTON STPRA I R I E B L U F F D R I V E OUTLOT A 26'26'26'55'26'26'26'55' 55' 55'26'26'26'26'26'55'26'26'26'26'26'55' 55' 55' 55'26'26'26'55'26'26'26'55' 55' 55'26'26'26'26'26'55'26'26'26'26'26'55' 55' 55' 55'26'26'26'55'26'26'26'55' 55' 55'26'26'26'26'26'55'26'26'26'26'26'55' 55' 55' 55'26'26'26'55'26'26'26'55' 55' 55'26'26'26'26'26'55'26'26'26'26'26'55' 55' 55' 55'55'26'26'26'26'26'26'55'26'26'26'26'26'26'55'55'55'55'55'55'26'26'26'26'26'26'55'26'26'26'26'26'26'55'55'55'55'55'5' SIDEWALK (TYP)55'55'26'26'55'26'26'55'55' 26' 26' 26' 55 ' 26' 26' 26' 55 '5' SIDEWALK (TYP)5' SIDEWALK (TYP)OUTLOT A250,043 SQ FT5.74 ACRESTTTTTTT40 1,430 SF 14 1,430 SF 21 1,430 SF 16 1,430 SF 73 1,430 SF 64 1,430 SF 69 1,430 SF 45 1,430 SF 8 1,430 SF 2 1,430 SF R15'R15'R3'R3'R25' R25 ' R 2 5 ' 23 1,430 SF 22 1,430 SF 20 1,430 SF 19 1,430 SF 18 1,430 SF 17 1,430 SF 15 1,430 SF 13 1,430 SF 12 1,430 SF 11 1,430 SF 10 1,430 SF 9 1,430 SF 7 1,430 SF 6 1,430 SF 5 1,430 SF 4 1,430 SF 3 1,430 SF 1 1,430 SF 41 1,430 SF 42 1,430 SF 43 1,430 SF 44 1,430 SF 46 1,430 SF 47 1,430 SF 48 1,430 SF 49 1,430 SF 62 1,430 SF 63 1,430 SF 75 1,430 SF 76 1,430 SF 77 1,430 SF 65 1,430 SF 66 1,430 SF 67 1,430 SF 68 1,430 SF 70 1,430 SF 71 1,430 SF 72 1,430 SF 74 1,430 SF R3 ' R3' 26' B-B 26' B-B 26' B-B 20' 10' 10' 23' (TYP) 27.5' 27.5' 14' 8'8'4' 37.4' 20'20' 98.7' 89.4' 27.9' 71'71' 65'65' 29' 89.8' 20' 20' 20' 20' 20' 20'20' 20' 22' 8' 17'10'18'15' 30' 30' 65' 47.4' 71' 15'15'15'15' PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 6DIMENSION PLANFeet 0 20 40 JUNIPER DR6" PCCEMBER DR6" PCCGLENVIEW ST 6" PCC PRAIRIE BLUFF DRIVE26' INGRESS/ EGRESS EASEMENT 26' INGRESS/EGRESS EASEMENT26' INGRESS/EGRESS EASEMENTPRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT EXISTING 15' PUE BK:2020 PG:17973 EXISTING 10' PUE BK:2020 PG:17973 10' PUE 10' PUE 10' PUE PRIVATE 10' WATER MAIN EASEMENT PRIVATE 10' WATER MAIN EASEMENT PRIVATE 10' WATER MAIN EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT 30' SETBACK 30' SETBACK30' SETBACKEXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 PRIVATE 10' STORM SEWER EASEMENT 5' PUE 5' PUE 5' PUE 5' PUE5' PUE 5' PUE 5' PUE PRIVATE 10' STORM SEWER EASEMENT SUDAS TYPE A DRIVEWAY UNTIL ROW STOP SIGN STORM DETENTION EASEMENT PAVEMENT THICKNESS SHALLL BE 8" WITHIN PUBLIC ROW 10' PUE 26' INGRESS/ EGRESS EASEMENT 8' TRAIL 4' X 8' CBU PAD 4' X 12' CBU PAD MONUMENT SIGN 10' LOT SETBACK 25' BUILDING SETBACK 25' BUILDING SETBACK10' LOT SETBACK 55'26'26'26'26'26'55'26'26'26'26'26'55'55'55'55'55'26'26'26'26'26'55'26'26'26'26'26'55'55'55'55'55'26'26'26'26'55'26'26'26'26'55' 55' 55' 55'26'26'26'26'55'26'26'26'26'55' 55' 55' 55'26'26'26'26'55'26'26'26'26'55' 55' 55' 55'26'26'26'26'55'26'26'26'26'55' 55' 55' 55'26'26'26'26'26'26'26'26'55' 55' 55' 55'26'26'26'26'26'26'26'26'55' 55' 55' 55'26'26'26'26'26'26'26'26'55' 55' 55' 55'26'26'26'26'26'26'26'26'55' 55' 55' 5' SIDEWALK (TYP)5' SIDEWALK (TYP)5' SIDEWALK (TYP)OUTLOT A250,043 SQ FT5.74 ACRESTTTTT38 1,430 SF 31 1,430 SF 28 1,430 SF 83 1,430 SF 57 1,430 SF 54 1,430 SF 78 1,430 SF 50 1,430 SF R15'R 1 5 'R15'R15'R 3 'R3'R2 5 ' R25' 26 1,430 SF 27 1,430 SF 29 1,430 SF 25 1,430 SF 24 1,430 SF 23 1,430 SF 22 1,430 SF 48 1,430 SF 49 1,430 SF 51 1,430 SF 52 1,430 SF 53 1,430 SF 55 1,430 SF 59 1,430 SF 58 1,430 SF 56 1,430 SF 80 1,430 SF 81 1,430 SF 82 1,430 SF 60 1,430 SF 61 1,430 SF 62 1,430 SF 63 1,430 SF 76 1,430 SF 77 1,430 SF 79 1,430 SF 34 1,430 SF 33 1,430 SF 32 1,430 SF 30 1,430 SF 35 1,430 SF 36 1,430 SF 37 1,430 SF 39 1,430 SF 26' B-B 26' B-B 26' B-B 10' 10' 8.5' 23' (TYP) 14'14' 29.7'31' 84.3' 101.5' 109.1' 46.8' 71'71' 71'71' 65'65' 83.3' 15' 20' 20' 20' 20' 20' 20' 20' 20' 20'20' 17'10'30' 30' 65'65' 15'15'15'15' PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 7DIMENSION PLANFeet 0 20 40 JUNIPER DR6" PCCEMBER DR6" PCCEASTON ST 6" PCC PRAIRIE BLUFF DRIVE26' INGRESS/EGRESS EASEMENT26' INGRESS/EGRESS EASEMENT26' INGRESS/ EGRESS EASEMENT30' SETBACK30' SETBACK 30' SETBACKEXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 10' PUE BK:2020 PG:17973 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 EXISTING 25' LANDSCAPE BUFFER EASEMENT BK:2020 PG:17977 PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT EXISTING 30' SANITARY EASEMENT BK:2020 PG:17974 PRIVATE 10' WATER MAIN EASEMENT PRIVATE 10' WATER MAIN EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT PRIVATE 10' STORM SEWER EASEMENT EXISTING 20' STORM EASEMENT BK:2020 PG:17978 10' PUE 10' PUE 10' PUE10' PUE PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT PRIVATE 15' SANITARY SEWER EASEMENT 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE EXISTING 10' OVERLAND FLOWAGE EASEMENT BK:2020 PG:17976 PRIVATE 10' STORM SEWER EASEMENT SUDAS TYPE A DRIVEWAY UNTIL ROW STOP SIGN STORM DETENTION EASEMENT PAVEMENT THICKNESS SHALLL BE 8" WITHIN PUBLIC ROW 8' TRAIL 30' SETBACK4' X 12' CBU PAD 4' X 8' CBU PAD 10' LOT SETBACK25' BUILDING SETBACKSTORM DETENTION EASEMENT MPE: 958. 7 0 GFE: 959. 0 0 E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE ST1 MPE: 955.70 GFE: 955.90 234567 MPE: 957.30 GFE: 957.60 89101112 42 43 44 45 46 MPE: 952.00 GFE: 954.80 47 48 49 69 MPE: 955.00 GFE: 955.30 68 67 66 65 64 MPE: 953.50 GFE: 953.80 63 62 70 MPE: 955.00 GFE: 956.10 71 72 73 74 75 76 77 16 MPE: 956.40 GFE: 956.70 17 18 19 20 21 MPE: 955.00 GFE: 955.30 22 23 13 14 15 4041 MPE: 952.00 GFE: 954.40 MPE: 957.30 GFE: 957.60 MPE: 957.30 GFE: 957.60 MPE: 957.30 GFE: 957.60 MPE: 957.30 GFE: 957.60 MPE: 957.30 GFE: 957.60 MPE: 958. 7 0 GFE: 959. 0 0 MPE: 958. 7 0 GFE: 959. 0 0 MPE: 956.40 GFE: 956.70 MPE: 956.40 GFE: 956.70 MPE: 956.40 GFE: 956.70 MPE: 956.40 GFE: 956.70 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 953.50 GFE: 953.80 MPE: 953.50 GFE: 953.80 MPE: 955.00 GFE: 956.10 MPE: 955.00 GFE: 956.10 MPE: 955.00 GFE: 956.10 MPE: 955.00 GFE: 956.10 MPE: 952.00 GFE: 953.60 MPE: 952.00 GFE: 953.60 MPE: 952.00 GFE: 953.60 MPE: 952.00 GFE: 954.80 MPE: 952.00 GFE: 954.80 MPE: 952.00 GFE: 954.80 MPE: 952.00 GFE: 954.80 MPE: 952.00 GFE: 954.40 MPE: 955.70 GFE: 955.90 MPE: 955.70 GFE: 955.90 MPE: 955.70 GFE: 955.90 MPE: 955.70 GFE: 955.90 MPE: 955.70 GFE: 955.90 MPE: 953.50 GFE: 954.60 MPE: 953.50 GFE: 954.60 MPE: 953.50 GFE: 954.60 -2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.6%-2.1%-2.0% -2.0% -2.0%-2.0%-2.0%-2.1% -2.0%-2.0%-2.0%-2.0% -2 .1%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0% -1.5%-1.5%-1.4%-3:1 -3:1-3:1-2.0%-4. 3 % -2.3% -2.0%-2.0%-2.0%-2.0% -6.9% -17.5%-12.8 %-30.5%-31.0%-28.2%-23.6%-31.0%-33 .2% -32.5% -23.3% -28.4% -30.0% -22.1 % -33.3 % -33.3 % 100-YR: 955.76 100-YR: 955.87 100-YR: 954.44 100-YR: 954.27 100-YR: 953.67 100-YR: 956.99 100-YR: 955.34 100-YR: 955.10 100-YR: 953.81 100-YR: 953.60 100-YR: 953.60 100-YR: 952.19 100-YR: 952.12 955 953954955 955952953954 954956 9569579 5 7960965 955956957958945950943944946947948949951952953954955 955 956 957 958 959 955955954954956960 960960965970975980 959959959959959959961962963964966967968969971972973974976977978979 97097598098596696796896997197297397497697797897998198298398498698796096597097598098595895996196296396496696796896997197297397497697797897998198298398498698795 0 955 946946 946 94794 8 94 9 95 1 952 953 954 956 957 958 959 96597097598098596296396496696796896997197297397497697797897998198298398498698798896095695695795895996194594294 2 943944946953953955955954954956 945942943944955 954954 956 957 958 960965 957958959961962963964966967968969 965970975980985964966967968969971972973974976977978979981982983984960 958959 961962 955955954954956957960 960 960 957 957 958 958 959 959 961 954.40 954.40 954.40 959.00 959.00 959.00 959.00 955.30 955.30 955.30 955.30 954.40 954.40 954.40 957.60 957.60 957.60 957.60 957.60 959.00 959.00 959.00 959.00 956.10 956.10 956.10 956.10956.70 956.70 956.70 OVERFLOW = 957.33 OVERFLOW = 955.36 OVERFLOW = 954.00 OVERFLOW = 955.36 OVERFLOW = 954.00 OVERFLOW = 954.00 OVERFLOW = 952.50 OVERFLOW = 956.30 OVERFLOW = 954.65 OVERFLOW = 956.30 OVERFLOW = 954.65 OVERFLOW = 954.06 OVERFLOW = 953.97 BW:956.00 TW:960.00 BW:956.00 TW:960.00 BW:956.00 TW:960.00 958.77 957.69 957.36 955.76 955.47 955.25 955.24 954.67 954.72 956.90957.02 OVERFLOW = 946.00 959.00 959.00 959.00 959.00 957.51 958.40 959.00 959.00 959.00 959.00 959.00 956.95 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.59956.90 957.18 957.60 957.60 957.60 957.60 955.79 955.81 956.70 956.70 956.70 956.70 956.70 959.00 959.00 959.00 959.00 959.00 957.80 959.00 959.00 957.60 958.99 959.00 956.10 956.10 956.10 956.10 955.36 956.10 956.10 956.11 956.10 955.25 955.47956.10 956.10 956.11 956.10 955.36 956.10 956.10 956.11 956.10 955.47 955.24956.10 956.10 956.11956.10 955.36 956.10 956.10 956.11 956.10 955.24 955.47956.10 956.10 956.11 956.10 955.36 956.10 956.10 956.10 956.10 955.47 955.24956.10 956.10 956.11956.10 955.35 954.60 954.60 954.60 954.60 953.68 953.46954.60 954.60 954.60 953.57 954.60 954.60 954.60 954.60 953.46 953.69954.60 954.60 954.60 953.58 954.60 954.60 954.60 954.60 953.71 953.49954.60 954.60 954.60 953.58 954.60 953.50 955.10 955.10 955.10 955.10 955.10 954.89 954.42955.10 955.10 955.10 955.10 954.55 955.10 955.10 955.10 955.10 954.43 954.18955.10 955.10 955.10 955.10 954.30 955.10 955.10 955.10 955.10 954.18 953.93955.10 955.10 955.10 955.10 954.05 955.10 955.10 955.10 955.10 953.93 953.49955.10 955.10 955.10 955.10 953.52 955.10 955.10 955.10 953.48 953.41955.10 955.10 955.10 955.10 953.45 953.60 953.60 953.60 953.60 953.60 952.15 952.15953.60 953.60 953.60 953.60 952.17 953.60 953.60 953.60 953.60 952.15 952.08953.60 953.60 953.60 953.60 952.11 953.60 953.60 953.60 953.60 952.08 951.97953.60 953.60 953.60 953.60 952.04 953.60 951.97 954.59 954.46 955.30 955.30 955.30 955.30955.30 955.30 955.30 955.30 955.30 954.43 954.53 954.74 955.30 955.30 955.30 955.30955.30 955.30 955.30 955.30 955.30 954.73 954.53 954.44 955.30 955.30 955.30 955.30955.30 955.30 955.30 955.30 955.30 954.42 954.61 954.75 955.30 955.30 955.30 955.30955.30 955.30 955.30 955.30 955.30 954.73 954.58 954.45 955.30 955.30 955.30 955.30955.30 953.80 953.80 953.80 953.80 953.03 952.89 952.74 953.80 953.80 953.80 953.80953.80 953.80 953.80 953.80 953.80 952.72 952.84 953.05 953.80 953.80 953.80 953.80953.80 953.80 953.80 953.80 953.80 953.04 952.94 952.75 953.80 953.80 953.80 953.80953.80 953.80 953.80953.80 954.40 954.50 954.40 954.70 954.70 954.40 954.40 954.40 954.40 954.40 954.69 954.40 954.70 954.40 954.40 954.40 954.60 954.60 954.60 956.70 956.70 956.70 955.81 956.04 956.20 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.20 956.17 956.15 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.15 956.27 956.37 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.70 956.37 956.33 956.29 956.70 956.70 956.70 956.66 956.70 955.30 955.30 955.30 954.86 954.74 954.58 955.30 955.30 955.30 955.30 955.30 955.30 955.30 955.30 954.58 954.63 954.68 955.30 955.30 955.30 955.30 955.30 955.30 955.30 955.30 954.68 954.47 954.20 955.30 955.30 955.29 955.30 955.30 955.30 957.60 957.60 957.60 957.60 957.60 957.60957.59 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.59 957.60 957.60 957.60957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.41957.60 957.58 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.60 957.59 955.72957.47 957.19 957.60 957.60 957.60 957.60 955.90 955.90 955.90 955.90 955.90 954.37954.71 954.53 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 954.63954.37 954.62 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 954.37954.63 954.44 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 954.81954.37 954.63 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 954.20954.81 954.52 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.90 955.88 953.57954.20 953.86 955.90 955.90 955.90 955.90 976.93 959.79 978.34 979.72 956.91 955.76 954.22 954.46 955.65956.92 953.86 953.42 953.60954.03 954.02954.45 955.30 955.30 955.30 956.70 956.70 956.70 956.70 956.70 956.70 959.00 957.60 955.90 955.30 954.60 956.10 -2.0%955.47 954.72 954.90 100-YR: 953.59 955.90-2.0%-2.0% PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 8GRADING PLANFeet 0 20 40 JUNIPER DREMBER DRGLENVIEW ST PRAIRIE BLUFF DRIVEDETENTION BASIN TOP OF BASIN ELEVATION: 947.50 100-YEAR ELEVATION: 945.91 BOTTOM OF BASIN ELEVATION: 940.50 EMERGENCY OVERFLOW ROUTE 4' RETAINING WALL OUTLOT A 100-YEAR ELEVATION 10' LOT SETBACK 25' BUILDING SETBACK 10' LOT SETBACK25' BUILDING SETBACK E ST E ST E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE ST 393837 MPE: 945.00 GFE: 951.10 36 MPE: 945.10 GFE: 951.10 35 MPE: 945.60 GFE: 951.10 34 MPE: 946.40 GFE: 952.90 33 MPE: 946.90 GFE: 952.90 32 MPE: 947.40 GFE: 952.90 31 MPE: 948.00 GFE: 952.90 30 MPE: 948.40 GFE: 952.90 49 50 51 MPE: 952.00 GFE: 953.60 52 53 54 55 MPE: 952.00 GFE: 952.30 62 61 60 59 MPE: 952.00 GFE: 952.30 58 57 56 77 78 79 80 MPE: 952.00 GFE: 953.10 81 82 83 23 24 25 26 MPE: 953.70 GFE: 954.00 27 28 29 E SS E SS E SS E SS E SS 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 955.00 GFE: 955.30 MPE: 953.70 GFE: 954.00 MPE: 953.70 GFE: 954.00 MPE: 953.70 GFE: 954.00 953.50 GFE: 953.80 MPE: 953.50 GFE: 953.80 MPE: 953.50 GFE: 953.80 MPE: 953.50 GFE: 953.80 MPE: 952.00 GFE: 952.30 MPE: 952.00 GFE: 952.30 MPE: 952.00 GFE: 952.30 MPE: 953.50 GFE: 954.60 MPE: 952.00 GFE: 953.10 MPE: 952.00 GFE: 953.10 MPE: 952.00 GFE: 953.10 MPE: 952.00 GFE: 952.30 MPE: 952.00 GFE: 952.30 MPE: 952.00 GFE: 952.30 MPE: 952.00 GFE: 953.60 MPE: 952.00 GFE: 953.60 MPE: 952.00 GFE: 953.60 MPE: 953.50 GFE: 954.60 MPE: 953.50 GFE: 954.60 953.50 GFE: 954.60 MPE: 945.00 GFE: 951.10 MPE: 945.00 GFE: 951.10 -2.0%-2.5%-2.2%-2.5%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-2.0%-1.6%-1.5%-2.0%-2.0%-2.0%-3:1 -3:1-3:1 -3:1-2.0%-2.0%-2.0%-2.0%-2.0% -28.4% -17.1% -14.1%-21.2%-22.3%-30.0%-28.1%-33.3%-33.3 %0.0%100-YR: 953.76 100-YR: 952.42 100-YR: 952.45 100-YR: 952.12 100-YR: 950.67 100-YR: 950.58 945950 944946947948949951952953 950951952952953954955 945 950 946 947 948 949 951 952 953953954951951952952953955960965970975980985954956957958959961962963964966967968969971972973974976977978979981982983984986987 945 950955960965942 942943944946947948 9499519529539549569579589599619629639649669679689459 4 3 943 944940945950939941942943944946947948949941941 9429439459449469459509469479489499519 5 2 945 950 942 942 943 943 944 946947 948 949952 945950942943944946947948949951960965970975957958959961962963964966967968969971972973974976977978955955954954956957952.90 952.90 952.90 952.90 OVERFLOW = 954.00 OVERFLOW = 954.00 OVERFLOW = 952.70 OVERFLOW = 952.77 OVERFLOW = 952.50 OVERFLOW = 950.99 OVERFLOW = 950.99 BW:954.00 TW:958.00 BW:954.00 TW:958.00 BW:954.00 TW:958.00 BW:954.00 TW:958.00 OVERFLOW = 944.98 952.41 OVERFLOW = 946.00 OVERFLOW = 952.50 954.60 954.60 954.60 953.69954.60 954.60 954.60 953.58 954.60 954.60 954.60 954.60 953.71 953.49954.60 954.60 954.60 953.58 954.60 954.60 954.60 954.60 953.50 953.71954.60 954.60 954.60 953.50 954.60 954.60 954.60 953.72 953.57954.60 954.60 954.60 953.61 953.10 953.10 953.10 953.10 952.18 951.96953.10 953.10 953.10 953.10 952.07 953.10 953.10 953.10 953.10 951.95 952.17953.10 953.10 953.10 953.10 952.06 953.10 953.10 953.10 953.10 952.17 951.94953.10 953.10 953.10 953.10 952.05 953.10 953.10 953.08953.10 951.94 952.16953.10 953.10 953.10 953.10 952.05 953.60 953.60 953.60 952.08953.60 953.60 953.60 952.11 953.60 953.60 953.60 953.60 952.08 951.97953.60 953.60 953.60 953.60 952.04 953.60 953.60 953.60 953.60 951.97 951.93953.60 953.60 953.60 953.60 951.95 953.60 953.60 953.57 953.60 951.93 950.94953.60 953.60 953.60 953.60 951.01 952.30 952.30 952.30 952.30 952.30 951.58 951.76952.30 952.30 952.30 952.30 951.59 952.30 952.30 952.30 952.30 951.76 951.59952.30 952.30 952.30 952.30 951.63 952.30 952.30 952.30 952.30 951.59 951.51952.30 952.30 952.30 952.30 951.59 952.30 952.30 952.30 952.30 951.51 951.47952.30 952.30 952.30 952.30 951.46 952.30 953.80 953.80952.84 953.05 953.80 953.80953.80 953.80 953.80 953.80 953.80 953.04 952.94 952.75 953.80 953.80 953.80 953.80953.80 953.80 953.80 953.80 953.80 952.73 952.91 953.05 953.80 953.80 953.80 953.80953.80 953.80 953.80 953.80 953.80 953.03 952.88 952.72 953.80 953.75 953.80 953.80953.80 952.30 952.30 952.30 952.30 951.52 951.40 951.24 952.30 952.30 952.30 952.30952.30 952.30 952.30 952.30 952.30 951.22 951.33 951.54 952.30 952.30 952.30 952.30952.30 952.30 952.30 952.30 952.29 951.53 951.34 951.25 952.30 952.30 952.30 952.30952.30 952.30 952.30 952.30 952.30 951.23 951.40 951.55 952.30 952.30 952.30 952.30 952.30 952.90 952.40 952.37 952.90 952.90 952.90 952.90 952.90 952.90 952.90 952.48 952.90 952.49 952.41 952.90 952.90 952.90 952.90 952.90 952.90 952.90 952.90 952.36 952.90 952.36 952.34 952.90 952.90 952.90 952.90 952.90 952.90 952.90 952.32 952.90 952.30 952.29 952.90 952.90 952.90 952.90 952.90 952.90 952.90 952.27 952.90 952.28 952.23 952.90 952.90 952.90 951.10 951.10 951.10 951.10 950.56 951.10 950.56 950.54 951.10 951.10 951.10 951.10 951.10 951.10 951.10 951.10 950.53 951.10 950.52 950.50 951.10 951.10 951.10 951.10 951.10 951.10 951.10 950.48 951.10 950.49 950.45 951.10 951.10 951.10 951.10 951.10 951.10 951.10 950.44 951.10 950.46 950.40 951.10 951.10 951.10 951.10 951.10 951.10 951.10 950.37 951.10 949.86 949.55 951.10 951.10 951.10 954.60 954.60 954.60 954.60 OVERFLOW = 943.84 955.30 955.30 954.63 954.68 955.30 955.30 955.30 955.30 955.30 955.30 954.68 954.47 954.20 955.30 955.30 955.29 955.30 955.30 955.30 955.30 955.30 954.20 954.20 954.21 955.30 955.30 955.29 955.30 955.30 955.30 955.30 955.30 954.21 953.72 953.45 955.30 955.30 955.30 955.30 955.26 955.30 954.00 954.00 953.99 952.97 952.78 952.58 954.00 954.00 954.00 954.00 954.00 954.00 953.99 954.00 952.58 952.77 952.96 954.00 954.00 954.00 954.00 954.00 954.00 954.00 954.00 952.96 952.78 952.91 954.00 954.00 954.00 954.00 954.00 954.00 954.00 952.91 952.81 952.67 954.00 954.00 954.00 954.00 953.99 954.00 969.08 943.96 982.15 978.88 952.63 952.19 952.28 952.72 953.24953.05 953.41 953.21 952.59 951.76 951.81 950.95 954.00 954.00 954.00 954.00 955.30 955.30 955.30 952.30 953.80 953.10 944.06 -2.0%100-YR: 944.87 -2.0%PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 9GRADING PLANFeet 0 20 40 JUNIPER DREMBER DREASTON ST PRAIRIE BLUFF DRIVEEXISTING 10' OVERLAND FLOWAGE EASEMENT DETENTION BASIN TOP OF BASIN ELEVATION: 943.96 100-YEAR ELEVATION: 942.97 BOTTOM OF BASIN ELEVATION: 938.25 EMERGENCY OVERFLOW ROUTE 4' RETAINING WALL OUTLOT A 100-YEAR ELEVATION 100-YEAR ELEVATION 25' BUILDING SETBACK 10' LOT SETBACK 952.48952.76 952.64 953.05 953.10 952.93952.98 5.62% 6.14% 1.00% 1.00% 951.60 951.72 951.02 950.78 950.66 951.07 951.12 950.95 951.00 5.63%1.50%1.00%1.50%1.00%6.00%1.50%1.50%1.50%1.50%1.50%943.59 943.62 943.50 944.98 943.81943.86 6.20%1.50%1.00%943.33 943.45 943.32 943.28 943.16 943.59 943.47 943.52 6.20%1.00% 944.93 1.00%6.20%1.50%1.50%1.00%6.20%1.50%1.50%943.641.50%1.50%954.65954.60 1.50%1.00%6.00%954.35954.30 954.43954.38 954.73954.68 1.50%1.00% 1.00%6.00%1.00% 1.50% 1.50% 1.50%6.00%6.00%955.76 955.69 954.97 955.03 954.984.20%4.20%1.00%1.00%1.40% 1.40% 1.40% 1.40% 6.20%6.20%6.20%1.40% 1.40% 955.55 955.48 955.60 955.53 955.91 955.84 955.23 955.28 6.20% 955.34 955.41 955.29 955.36 1.00%1.00%1.00%1.00%955.37 955.49 955.62 955.77 955.52G956.02G 955.37955.87G 955.74G 955.24 955.62G 955.12 954.65 954.90G 954.40G 949.39949.31 949.70 949.85 949.78 2.00%1.40%1.40%1.50%1.00% 1.00% 1.50%6.20%6.20%949.29949.21 949.37949.29 949.68949.60 949.43 949.51950.16 950.21 949.09949.14 6.20% 6.20%1.50%1.50% 1.50% 1.50%2.00%1.40%1.50%949.64 949.83 949.92 950.03 949.78G950.28G 949.67G950.17 949.58G950.08 949.39 949.89 950.51 950.76 950.26 951.76 951.69 2.00%1.60%1.50%6.20%6.20%951.56951.49G 951.64951.57G 951.95951.88 1.50% 1.50% 1.50% 1.50% 951.74 951.82 1.60%6.20%951.99G 952.07G952.14 952.06 952.37 952.31 2.00%1.50% 1.50%6.20%1.60%1.60%1.60%951.61 951.36 951.15 951.06 951.36G 951.86G 951.11G 951.61 950.90G951.40 950.95 950.70G 951.20G 951.72 951.97 952.22 951.31 950.81G PROJECT NUMBER: PAGE NUMBER: DATE: ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 10GRADING PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499PRAIRIE BLUFF DRIVE GLENVIEW STGLENVIEW STJUNIPER DR EMBER DR EASTON STEASTON STGLENVIEW STEASTON STPRAIRIE BLUFF DRIVE JUNIPER DR SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEXSHEET INDEX Feet 0 10 20 Feet 0 10 20 Feet 0 10 20 Feet 0 10 20 Feet 0 10 20 Feet 0 10 20 CAST IRON WARNING PANEL (TYP.) P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE S TP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W123456789101112 42 43 44 45 46 47 48 49 50 69 68 67 66 65 64 63 62 61 70 71 72 73 74 75 76 77 78 16 17 18 19 20 21 22 23 24 13 14 15 4041P SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP SSP WP SSP SSP SSP SSP SSP SSP SSP WP WP SSP SSP SSP SSP SSP SSP W P S S P S S P S SP SSP SSP WP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSTTTTTTTP-05 192LF 8" PVC @ 0.80% P-10 185LF 8" PVC @ 1 . 3 9 %P-04224LF 8" PVC @ 0.80%P-07416LF 8" PVC @ 0.89%L-3275LF 15" HDPE @ 3.00%L-3356LF 15" HDPE @ 0.79%L-38 61LF 12" HDPE @ 0.70% L-18 81LF 18" HDPE @ 0.79%L-2552LF 12" HDPE @ 1.69%L-23 36LF 1 2" H D P E @ 1. 0 0 %L-2633LF 12" HDPE @ 0.70%L-017 105LF 18" HDPE @ 2.10% L-16 113LF 30" HDPE @ 0.74% ST-32 SW-505 TC:952.87 FL IN:948.94 15" W FL OUT:948.84 15" E ST-33 18" NYLOPLAST INTAKE W/ 18" DOME GRATE INLET RIM:953.54 FL IN:949.48 12" W FL OUT:949.38 15" E ST-38 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:955.61 FL OUT:952.61 12" N ST-18 SW-501 TC:954.53 FL IN:948.90 18" S FL OUT:948.80 18" N ST-16 SW-501 CAST IN PLACE TC:953.17 FL IN:943.39 24" E FL IN:945.86 18" S FL OUT:943.14 30" N ST-25 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:953.48 FL OUT:950.48 12" E ST-27 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:951.99 FL OUT:949.00 12" W ST-23 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:956.74 FL OUT:953.74 12" SE ST-28 18" NYLOPLAST INTAKE W/ 18" DOME GRATE INLET RIM:953.47 FL IN:950.11 12" E FL OUT:950.02 15" W ST-31 48" SW-401 RIM:953.18 FL IN:946.58 15" W FL OUT:945.03 15" E ST-15 30" FES FL:942.30 S ST-17 48" SW-401 RIM:952.99 FL IN:948.31 12" W FL IN:948.31 12" E FL IN:948.16 18" S FL OUT:948.06 18" N ST-10 24" FES FL:940.50 E ST-30 15" FES FL:944.00 WL-3134LF 15" HDPE @ 3.00%ST-26 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:951.98 FL IN:948.63 12" E FL OUT:948.54 12" W ST-24 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:953.48 FL IN:949.60 12" W FL OUT:949.50 12" E ST-22 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:958.12 FL IN:953.38 12" NW FL OUT:953.28 12" E ST-21 18" NYLOPLAST INTAKE W/ 18" DOME GRATE INLET RIM:954.87 FL IN:951.87 12" W FL OUT:951.77 15" E ST-20 18" NYLOPLAST INTAKE W/ 18" DOME GRATE INLET RIM:954.86 FL IN:951.01 15" W FL OUT:950.90 15" E ST-29 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:953.48 FL OUT:950.48 12" W ST-19 48" SW-401 RIM:954.37 FL IN:949.84 15" W FL IN:949.84 15" E FL OUT:949.59 18" N L-2460LF 12" HDPE @ 2.00%L-2752LF 12" HDPE @ 0.70%L-22102LF 12" HDPE @ 1.39%L-2151LF 15" HDPE @ 1.50%L-2060LF 15" HDPE @ 1.75%L-2834LF 15" HDPE @ 0.55%L-2952LF 12" HDPE @ 0.70%L-19 114LF 18" HDPE @ 0.60% L-37 109LF 12" HDPE @ 0.90%L-36 54LF 12" HDPE @ 0.70% L-35 80LF 12" HDPE @ 0.70%L-3454LF 12" HDPE @ 0.70%ST-37 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:955.79 FL IN:952.18 12" S FL OUT:952.08 12" N ST-36 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:954.10 FL IN:951.10 12" S FL OUT:951.00 12" N ST-35 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:954.19 FL IN:950.62 12" S FL OUT:950.52 12" N ST-34 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:953.55 FL IN:949.96 12" S FL OUT:949.86 12" E CRITICAL CROSSING FG: 953.92 BOTTOM OF STORM=949.17 TOP OF WATER=947.37 CRITICAL CROSSING FG: 955.26 BOTTOM OF STORM=949.07 TOP OF WATER=947.27 UTILITY CROSSING FG: 954.52 BOTTOM OF STORM=948.95 TOP OF SANITARY=945.37 UTILITY CROSSING FG: 953.17 BOTTOM OF STORM=946.09 TOP OF SANITARY=941.92 CRITICAL CROSSING FG: 953.46 BOTTOM OF STORM=946.42 TOP OF WATER=944.62 CONNECT TO EXISTING 8" WATER MAIN WITH TAPPING VALVE ASSEMBLY 1" DOMESTIC SERVICE (TYP) SANITARY SERVICE (TYP) EXISTING 24" STORM EXISTING 8" SANITARY EXISTING 15" STORM EXISTING 24" STORM 8" TEE8" VALVE HYDRANT ASSEMBLY 45° BEND 45° BEND HYDRANT ASSEMBLY HYDRANT ASSEMBLY HYDRANT ASSEMBLY 8" VALVE TRANSFORMER TRANSFORMERTRANSFORMER TRANSFORMERTRANSFORMER TRANSFORMER TRANSFORMER EXISTING 8" WATER 8" VALVE UTILITY CROSSING FG: 955.61 BOTTOM OF WATER=949.11 TOP OF SANITARY=945.44 SAN-05 SW-301 48" MH RIM:953.33 FL OUT:944.32 8" S SAN-03 SW-301 48" MH RIM:952.55 FL IN:940.74 8" W FL OUT:940.64 8" E SAN-07 SW-301 48" MH RIM:955.85 FL OUT:945.85 8" E SAN-04 SW-301 48" MH RIM:955.49 FL IN:942.78 8" N FL IN:944.53 8" S FL OUT:942.53 8" E SAN-08 SW-301 48" MH RIM:956.10 FL OUT:947.10 8" N PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 11UTILITY PLANFeet 0 20 40 JUNIPER DREMBER DRGLENVIEW ST PRAIRIE BLUFF DRIVEUTILITY NOTE: UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE PLANS ARE PRESENT IN THE FIELD. NOT TO SCALE ORIFICE PLATE DETAIL CAP PIPE 18.0" ORIFICE (STAINLESS STEEL) TO BE INSTALLED BETWEEN FES AND FIRST SECTION OF PIPE INSTALL 18.0" ORIFICE SEE DETAIL ST-10 OUTLOT A P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WE ST E ST E WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE WE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STE STP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W39383736353433323130 48 49 50 51 52 53 54 55 63 62 61 60 59 58 57 56 76 77 78 79 80 81 82 83 22 23 24 25 26 27 28 29 P SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP SSP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WP SSP SSP SSP SSP WP WP WP WP WP WE SS E SS E SS E SS E SSTTTT TST-1 24" FES FL:939.00 NW EX ST-1 24" FES FL:938.25 N P-01132LF 8" PVC @ 0.62%P-02 97LF 8" PVC @ 3.22% P-06 186LF 8" PVC @ 1.72% P-09 83LF 8" PVC @ 1.83%P-03224LF 8" PVC @ 0.80%P-07416LF 8" PVC @ 0.89%L-2 43LF 24" HDPE @ 0.60%L-950LF 24" HDPE @ 0.50%L-1467LF 15" HDPE @ 1.00%L-5 80LF 15" HDPE @ 1.17%L-367LF 24" HDPE @ 0.50%L-1352LF 12" HDPE @ 0.70%L-4 106LF 18" HDPE @ 1.00% L-6 107LF 15" HDPE @ 0.56% ST-2 SW-505 TC:944.13 FL IN:939.36 24" W FL OUT:939.26 24" SE ST-14 SW-501 TC:952.25 FL OUT:948.24 15" E ST-5 48" SW-401 TC:950.84 FL IN:947.57 15" W FL IN:947.42 15" S FL OUT:947.32 15" N ST-3 48" SW-401 RIM:949.41 FL IN:945.22 18" S FL OUT:944.97 24" W ST-11 SW-501 TC:950.80 FL IN:944.64 24" E FL OUT:944.54 24" W ST-27 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:951.99 FL OUT:949.00 12" W ST-13 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:950.48 FL OUT:947.48 12" E ST-4 SW-501 TC:950.49 FL IN:946.53 12" W FL IN:946.38 15" S FL OUT:946.28 18" N ST-6 18" NYLOPLAST INTAKE W/ 18" DOME GRATE INLET RIM:953.59 FL IN:948.27 12" W FL OUT:948.02 15" N ST-10 24" FES FL:940.50 E ST-12 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:950.47 FL IN:947.12 12" W FL OUT:947.02 12" E ST-29 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:953.48 FL OUT:950.48 12" W ST-8 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:952.18 FL OUT:949.18 12" E ST-7 15" NYLOPLAST INTAKE W/ 15" DOME GRATE INLET RIM:952.23 FL IN:948.83 12" W FL OUT:948.73 12" E L-2752LF 12" HDPE @ 0.70%L-2952LF 12" HDPE @ 0.70%L-850LF 12" HDPE @ 0.70%L-766LF 12" HDPE @ 0.70%L-1266LF 12" HDPE @ 0.74%L-10159LF 24" HDPE @ 0.50%ST-9 30" NYLOPLAST INTAKE W/ 30" DOME GRATE INLET RIM:944.74 FL IN:939.71 24" W FL OUT:939.61 24" EL-11228LF 24" HDPE @ 0.50%CRITICAL CROSSING FG: 944.47 BOTTOM OF STORM=939.18 TOP OF WATER=937.38 UTILITY CROSSING FG: 951.06 BOTTOM OF STORM=947.65 TOP OF SANITARY=942.38 UTILITY CROSSING FG: 950.49 BOTTOM OF STORM=946.60 TOP OF SANITARY=941.00 UTILITY CROSSING FG: 949.63 BOTTOM OF STORM=944.88 TOP OF SANITARY=938.89 UTILITY CROSSING FG: 945.39 BOTTOM OF STORM=940.14 TOP OF SANITARY=934.68 CRITICAL CROSSING FG: 951.48 BOTTOM OF WATER=944.98 TOP OF SANITARY=943.07 CRITICAL CROSSING FG: 951.26 BOTTOM OF STORM=947.57 TOP OF WATER=945.77 UTILITY CROSSING FG: 949.94 BOTTOM OF WATER=943.44 TOP OF SANITARY=939.66 CRITICAL CROSSING FG: 949.71 BOTTOM OF STORM=945.47 TOP OF WATER=943.67 CONNECT TO EXISTING 8" WATER MAIN WITH TAPPING VALVE ASSEMBLY 1" DOMESTIC SERVICE (TYP) SANITARY SERVICE (TYP) EXISTING 24" STORM EXISTING 8" SANITARY EXISTING 24" STORM EXISTING 24" STORM EXISTING 8" SANITARY EXISTING 30" STORM HYDRANT ASSEMBLY HYDRANT ASSEMBLY HYDRANT ASSEMBLY HYDRANT ASSEMBLY 8" TEE8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMERTRANSFORMER EXISTING 8" WATER S-EX1 EX SW-301 48" MH RIM:937.94 FL IN:934.42 8" E FL OUT:934.17 8" N SAN-01 SW-301 48" MH RIM:944.81 FL IN:935.48 8" S FL OUT:935.23 8" W SAN-02 SW-301 48" MH RIM:949.83 FL IN:938.85 8" W FL IN:938.70 8" S FL OUT:938.60 8" N SAN-06 SW-301 48" MH RIM:951.15 FL IN:942.15 8" W FL IN:942.00 8" S FL OUT:941.90 8" N SAN-09 SW-301 48" MH RIM:952.51 FL OUT:943.51 8" N SAN-03 SW-301 48" MH RIM:952.55 FL IN:940.74 8" W FL OUT:940.64 8" E PROJECT NUMBER: PAGE NUMBER: DATE:STUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 12UTILITY PLANFeet 0 20 40 JUNIPER DREMBER DREASTON ST PRAIRIE BLUFF DRIVEUTILITY NOTE: UTILITIES LOCATIONS ARE TAKEN FROM PUBLIC RECORDS AND FIELD SURVEYS. THE SURVEYOR AND ENGINEER MAKE NO GUARANTEE THAT ALL UTILITIES IN THE AREA ARE SHOWN. THE EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IF ANY ADDITIONAL UTILITIES OTHER THAN THE ONES SHOWN ON THE PLANS ARE PRESENT IN THE FIELD. NOT TO SCALE ORIFICE PLATE DETAIL CAP PIPE EX ST-1 INSTALL 18.0" ORIFICE SEE DETAIL OUTLOT A 18.0" ORIFICE (STAINLESS STEEL) TO BE INSTALLED BETWEEN FES AND FIRST SECTION OF PIPE P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W E STE W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E SS E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E ST E STE STE STP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P WP WP WP WP WP WP WP WP WP WP WP WP WP WP WP W1 2 3 4 5 6 7 8 9 10 11 12 39 38 37 36 35 34 33 32 31 30 42 43 44 45 46 47 48 49 50 51 52 53 54 55 69 68 67 66 65 64 63 62 61 60 59 58 57 56 70 71 72 73 74 75 76 77 78 79 80 81 82 83 16 17 18 19 20 21 22 23 24 25 26 27 28 29 13 14 15 40 41 E SSE SSE SST T T T TT TT TT T T PROJECT NUMBER: PAGE NUMBER: DATE: ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 13EROSION CONTROL PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 8499CMP OR HDPE RIDER PIPE O.D. TO FIT I.D. OF 24" RCP APRON AND PROVIDE WATERTIGHT SEAL QUANTITIES: 12" DIA RISER 6" MIN. 42" MIN. TOP OF RISER ELEVATION= 945.50 8 - 2.0" DIA HOLES 24" CMP OR HDPE RISER PIPE FL= 940.50 ITEM NO.ITEM UNIT TOTAL 1 SILT FENCE LF 1,750 2 CONSTRUCTION ENTRANCE EA 1 3 CONCRETE WASHOUT EA 1 4 RIP-RAP (EROSION STONE) TONS 18 5 INLET PROTECTION EA 31 6 SOD AC 8.5 7 TEMPORARY STABILIZATION (TYPE 4 MIX) AC 8.5 8 TEMPORARY STAND PIPE EA 2 90° BEND BRACE CMP OR HDPE RISER PIPE AS REQUIRED WRAP EXTERIOR OF RISER WITH FILTER FABRIC P.C. CONCRETE FOOTING TEMPORARY STANDPIPE DETAIL A NOT TO SCALE OUTLET PIPE SILT FENCE (TYP) PROPOSED STAGING AREA (VERIFY EXACT LOCATION WITH CONTRACTOR) GRADING LIMITS (TYP) INLET PROTECTION (TYP) CONSTRUCTION ENTRANCE CONCRETE WASHOUT POTENTIAL TOPSOIL STOCKPILE LOCATION SILT FENCE (TYP) EROSION STONE 10.0' X 11.3' X 1.1' 5.1 TONS Feet 0 30 60 TEMPORARY SEDIMENT BASIN (STANDPIPE DETAIL A) TEMPORARY SEDIMENT BASIN (STANDPIPE DETAIL B) DISCHARGE SHALL ULTIMATELY OUTLET INTO SUGAR CREEK OUTLOT A EROSION STONE 10.0' X 12.5' X 1.1' 6.8 TONS EROSION STONE 10.0' X 12.0' X 1.1' 6.1 TONS DEWATERING ORIFICE ELEVATION= 944.00 CMP OR HDPE RIDER PIPE O.D. TO FIT I.D. OF 24" RCP APRON AND PROVIDE WATERTIGHT SEAL 12" DIA RISER 6" MIN. 42" MIN. TOP OF RISER ELEVATION= 941.00 6 - 1.5" DIA HOLES 24" CMP OR HDPE RISER PIPE FL= 938.25 90° BEND BRACE CMP OR HDPE RISER PIPE AS REQUIRED WRAP EXTERIOR OF RISER WITH FILTER FABRIC P.C. CONCRETE FOOTING NOT TO SCALE OUTLET PIPE DEWATERING ORIFICE ELEVATION= 940.00 TEMPORARY STANDPIPE DETAIL B P WP WP WP WP WP WP WP WP WP WP WP WP WP WP W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P W P WP WP WP WP WP WP WP WP WP WP WP W1 2 3 4 5 6 7 8 9 10 11 12 39 38 37 36 35 34 33 32 31 30 42 43 44 45 46 47 48 49 50 51 52 53 54 55 69 68 67 66 65 64 63 62 61 60 59 58 57 56 70 71 72 73 74 75 76 77 78 79 80 81 82 83 16 17 18 19 20 21 22 23 24 25 26 27 28 29 13 14 15 40 41 T T T T TT TT TT T T PROJECT NUMBER: PAGE NUMBER: DATE: ENGINEER: DRAWN BY: BWS 20-370 05/12/21PAINTED WOODS SOUTH TOWNHOMESWAUKEE, IAJA 14LANDSCAPE PLANSTUBBS ENGINEERING431 NE 72ND ST. PLEASANT HILL, IA 50327(515) 979 - 849925' BUFFER REQUIREMENTS (NORTH): BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER) 1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL BUFFER LENGTH = 701' REQUIRED: OVERSTORY TREES = 14 EVERGREEN TREES = 28 ORNAMENTAL TREES = 28 PROVIDED: OVERSTORY TREES = 14 EVERGREEN TREES = 28 ORNAMENTAL TREES = 28 25' BUFFER REQUIREMENTS (SOUTH): BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER) 1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL BUFFER LENGTH = 690' REQUIRED: OVERSTORY TREES = 14 EVERGREEN TREES = 28 ORNAMENTAL TREES = 28 PROVIDED: OVERSTORY TREES = 14 EVERGREEN TREES = 28 ORNAMENTAL TREES = 28 25' BUFFER REQUIREMENTS (WEST): BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER) 1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL BUFFER LENGTH = 559' REQUIRED: OVERSTORY TREES = 12 EVERGREEN TREES = 23 ORNAMENTAL TREES = 23 PROVIDED: OVERSTORY TREES = 12 EVERGREEN TREES = 23 ORNAMENTAL TREES = 23 SITE LANDSCAPE REQUIRMENTS: REQUIRED:166 TREES (2 TREES PER UNIT) PROVIDED:166 TREES 25' BUFFER REQUIREMENTS (EAST): BUFFER MATERIAL REQUIREMENTS (PER 50 LINEAR FEET OR BUFFER) 1 OVERSTORY 2 EVERGREEN 2 ORNAMENTAL BUFFER LENGTH = 465' REQUIRED: OVERSTORY TREES = 10 EVERGREEN TREES = 19 ORNAMENTAL TREES = 19 PROVIDED: OVERSTORY TREES = 10 EVERGREEN TREES = 19 ORNAMENTAL TREES = 19 Feet 0 40 80 PLANTINGS SCHEDULE (NORTH): Code Quantity Botanical Name Common Name Size Cond Deciduous Overstory Trees QV 4 Quercus velutina Black Oak 8' HT B&B AB 4 Tilia americana American Basswood 8' HT B&B PA 3 Plantus x acerifolia London Planetree 8' HT B&B QR 3 Quercus rubra Red Oak 8' HT B&B Evergreen Trees AC 14 Abies Concolor Concolor Fir 6' HT B&B PG 14 Picea glauca Black Hills Spruce 6' HT B&B Ornamental Trees ACA 6 Amelanchier canadensis Serviceberry 6' HT B&B CC 6 Cercis canadensis Eastern Redbud 6' HT B&B CP 6 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B MP 5 Malus Prairifire Prairifire Crabapple 6' HT B&B AI 5 Amelanchier interior Inland Serviceberry 6' HT B&B Code Quantity Botanical Name Common Name Size Cond Deciduous Overstory Trees QV 3 Quercus velutina Black Oak 8' HT B&B AB 3 Tilia americana American Basswood 8' HT B&B PA 2 Plantus x acerifolia London Planetree 8' HT B&B QR 2 Quercus rubra Red Oak 8' HT B&B Evergreen Trees AC 10 Abies Concolor Concolor Fir 6' HT B&B PG 9 Picea glauca Black Hills Spruce 6' HT B&B Ornamental Trees ACA 4 Amelanchier canadensis Serviceberry 6' HT B&B CC 4 Cercis canadensis Eastern Redbud 6' HT B&B CP 4 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B MP 4 Malus Prairifire Prairifire Crabapple 6' HT B&B AI 3 Amelanchier interior Inland Serviceberry 6' HT B&B Code Quantity Botanical Name Common Name Size Cond Deciduous Overstory Trees QV 3 Quercus velutina Black Oak 8' HT B&B AB 3 Tilia americana American Basswood 8' HT B&B PA 3 Plantus x acerifolia London Planetree 8' HT B&B QR 3 Quercus rubra Red Oak 8' HT B&B Evergreen Trees AC 12 Abies Concolor Concolor Fir 6' HT B&B PG 11 Picea glauca Black Hills Spruce 6' HT B&B Ornamental Trees ACA 5 Amelanchier canadensis Serviceberry 6' HT B&B CC 5 Cercis canadensis Eastern Redbud 6' HT B&B CP 5 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B MP 4 Malus Prairifire Prairifire Crabapple 6' HT B&B AI 4 Amelanchier interior Inland Serviceberry 6' HT B&B Code Quantity Botanical Name Common Name Size Cond Deciduous Overstory Trees QV 4 Quercus velutina Black Oak 8' HT B&B AB 4 Tilia americana American Basswood 8' HT B&B PA 3 Plantus x acerifolia London Planetree 8' HT B&B QR 3 Quercus rubra Red Oak 8' HT B&B Evergreen Trees AC 14 Abies Concolor Concolor Fir 6' HT B&B PG 14 Picea glauca Black Hills Spruce 6' HT B&B Ornamental Trees ACA 6 Amelanchier canadensis Serviceberry 6' HT B&B CC 6 Cercis canadensis Eastern Redbud 6' HT B&B CP 6 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B MP 5 Malus Prairifire Prairifire Crabapple 6' HT B&B AI 5 Amelanchier interior Inland Serviceberry 6' HT B&B Code Quantity Botanical Name Common Name Size Cond Deciduous Overstory Trees QV 21 Quercus velutina Black Oak 8' HT B&B AB 21 Tilia americana American Basswood 8' HT B&B PA 21 Plantus x acerifolia London Planetree 8' HT B&B QR 20 Quercus rubra Red Oak 8' HT B&B Evergreen Trees AC 21 Abies Concolor Concolor Fir 6' HT B&B PG 21 Picea glauca Black Hills Spruce 6' HT B&B Ornamental Trees ACA 9 Amelanchier canadensis Serviceberry 6' HT B&B CC 8 Cercis canadensis Eastern Redbud 6' HT B&B CP 8 Crataegus phaenopyrum Washington Hawthorn 6' HT B&B MP 8 Malus Prairifire Prairifire Crabapple 6' HT B&B AI 8 Amelanchier interior Inland Serviceberry 6' HT B&B PLANTINGS SCHEDULE (EAST):PLANTINGS SCHEDULE (WEST):PLANTINGS SCHEDULE (SOUTH):PLANTINGS SCHEDULE (SITE): (3) QR (5) MP (3) AC (4) QV (6) ACA (5) PG (6) CC (5) AC (5) AI (6) CP (3) PA (2) AB (2) AB (6) PG (4) AC (5) PG (3) QV (2) PA (2) QR (3) AB (4) AC (4) PG (4) AC (3) PG (2) AC (2) PG (4) ACA (4 CC (4) CP (4) MP (3) AI (3) AB (3) PA (3) QR (3) QV (4) MP (4) AI (5) ACA (5) CC (5) CP (5) AC (5) AC (5) PG (3) PG (3) PG (2) AC (3) QR(2) AB (2) QV(2) AB (2) QV (3) PA (5) PG (4) AC (3) AC(3) PG (4) PG (5) AC (2) PG(2) AC (6) ACA (5) MP (6) CC (5) AI (6) CP (3) QV (3) AB (3) PA (3) QR (2) QV (3) AB (3) PA (3) QR (4) QV (5) AB (5) PA (5) QR (5) QV (5) AB (4) QR (4) PA (4) QV (3) PA (3) AB (1) QR (1) QV (1) QV (1) QV (1) QR (1) QR (1) PA (1) AB (1) PA(1) PA (1) QR (1) QR (1) AB (3) AC (3) PG (4) AC (5) PG (6) AC (6) PG (3) AC (2) PG (3) AC (3) PG (2) AC (2) PG (3) ACA (3) CC (3) AI(3) MP (3) CP (1) MP (1) MP (1) AI(1) AI (4) ACA (4) CC (3) CP (3) MP (3) AI (2) CP (2) CC (2) ACA NOTES: 1.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 2.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET IN HEIGHT, EVERGREEN TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT, AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT. OUTLOT A 5 Plex, 3 Front Elevation Options:  Shakes above the garages, full stone, 2’ wrapped:  Board and Batton above the garage- alternated color scheme than 1st, full stone garage wrapped 2’.  Board and batton above the garage- different color scheme, full stone garage wrapped 2’ 4 Plex: 3 Plex 2 Plex: Rear Enhanced Elevations: Rear Normal Elevations (Non-Facing public streets): Side Elevations for Both Color Schemes: