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HomeMy WebLinkAbout2025-03-03 I05A-D Walnut Crossing Townhomes_Preliminary Plat, Construction Drawings, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 3, 2025 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, construction drawings, final plat, and site plan for Walnut Crossing and Walnut Crossing Townhomes FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant in these requests is Greater Des Moines Habitat for Humanity and the owner of the property is the City of Waukee. The subject property is located north of NW Douglas Parkway and west of N. Warrior Lane. The City of Waukee purchased the property in February 2022, with the intention of facilitating an affordable housing project on the property. In 2024, the City of Waukee entered into a developer’s agreement with Greater Des Moines Habitat for Humanity to construct an affordable owner-occupied townhome project on the property. The final plat and site plan identify a total of 48 lots that are intended for a townhome development. The lots will be developed in one phase. All proposed lots meet or exceed the minimum requirements of the R-4 zoning district. All units will be accessed by a public street (NW Hopewell Court) that runs north from NW Douglas Parkway. The development will be accessed from NW Douglas Parkway. Sidewalks will be provided internal to the site to provide pedestrian access. All units will be served by public utilities. In addition, storm water management will be provided in the regional detention basin located to the west that is owned by the City of Waukee. Elevations of the various unit styles have been provided. The proposed units meet the requirements of the Site Plan Ordinance. Proposed materials include lap siding, board and batten, and stone. Color schemes provided include white, with various shades of brown to provide an architecturally pleasing style. Upon approval and recording of the final plat it is the intention of the City to transfer ownership of the property to Greater Des Moines Habitat for Humanity to construct the improvements. 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 February 11, 2025, and recommended approval: Approval of a Preliminary Plat, Final Plat and Site Plan for Walnut Crossing Townhomes Elizabeth Cramblet, Planner, introduced the request for approval of a preliminary, plat, final plat and site plan for a multi-family townhome development, as requested by Greater Des Moines Habitat for I5A-D Humanity and the City of Waukee, represented by Brad Freeman with Clapsaddle-Garber Associates, Inc. The property is generally located north of NW Douglas Parkway and west of North Warrior Lane, containing approximately 5.68 acres. The City of Waukee purchased the property in February 2022, with the intention of facilitating an affordable housing project on the property. As part of the purchase of the property, the City constructed NW Douglas Parkway and extended utilities to the site. In 2024, the City of Waukee entered into a developer’s agreement with Greater Des Moines Habitat for Humanity to construct an affordable owner-occupied townhome project. The final plat and site plan identifies a total of 48 lots that are intended for the townhome development. The lots will be developed in one phase. All proposed lots meet or exceed the minimum requirements of the R-4 zoning district. The applicant has indicated the units are to be owner-occupied. A total of 48 units are shown on the site plan. Building sizes shown include four- unit and two-unit buildings. Four (4) 2-plexes and ten (10) 4-plexes are proposed. Units will be mostly three bedrooms with approximately 1,700 – 2,300 square feet and some four-bedroom units approximately 2,300 square feet in area. All buildings will be two-story buildings and will have a one- car attached garage for each unit. A total of 96 parking spaces and 10 visitor spaces are required. The site plan identifies 96 spaces being provided and 10 visitor spaces. All units will be accessed by a public street (NW Hopewell Court) that runs north from NW Douglas Parkway. The development will be accessed from NW Douglas Parkway. Sidewalks will be provided internally to the site to provide pedestrian access. All units will be serviced by public utilities. Stormwater detention will be provided in an existing detention pond in the parcel west of the site. The City of Waukee will be responsible for the maintenance of the pond and public utilities. Garbage and recycling services will be provided for each unit. All proposed easements have been indicated on the final plat. All utilities are to be publicly owned and maintained. Landscape buffers will be installed along the east side of the development. A minimum of 20% open space is required, with the applicant providing 57.4% of open space (3.26 acres). Elevations of the various unit styles have been provided. The proposed units meet the requirements of the Site Plan Ordinance. Proposed materials include lap siding, board and batten, and stone. The color scheme provided include white, with various shades of brown, to provide an architecturally pleasing style. All proposed lots and units meet the minimum requirements of the Zoning Ordinance, the final plat is in general conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat and site plan for Walnut Crossing subject to remaining staff comments and review of legal documents. Discussion as follows: • General discussion regarding roof materials over the garage portion of the roof. • Ryan Doyle, Director of Real Estate and Development, Greater Des Moines Habitat for Humanity, provided information to the group that the proposed material is a steel product as an accent material Motion by Commissioner Broderick for approval of a Preliminary Plat for Walnut Crossing, seconded by Commissioner Tessau. Ayes: Broderick, Tuel, Beenken, Tessau, Lohse, and Bankole. Nays: None. Motion carried. Motion by Commissioner Lohse for approval of a Final Plat for Walnut Crossing Townhomes, seconded by Commissioner Tuel. Ayes: Broderick, Tuel, Beenken, Tessau, Lohse, and Bankole. Nays: None. Motion carried. Motion by Commissioner Tessau for approval of a Site Plan for Walnut Crossing, seconded by Commissioner Bankole. Ayes: Broderick, Tuel, Beenken, Tessau, Lohse, and Bankole. Nays: None. Motion carried. RECOMMENDATION: Approve the resolutions subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat/Site Plan IV. Final Plat V. Building Elevations PREPARED BY: Andy Kass, Community Development Director REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE PRELIMINARY PLAT FOR WALNUT CROSSING 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 Walnut Crossing on February 11, 2025; AND, WHEREAS, the Preliminary Plat for Walnut Crossing 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 3rd day of March, 2025 that the Preliminary Plat for Walnut Crossing 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 CONSTRUCTION DRAWINGS FOR WALNUT CROSSING 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, construction drawings have been submitted to the City for Walnut Crossing Townhomes; AND, WHEREAS, the construction drawings have been reviewed by the City Engineer and City staff, and are found to be in general conformance with section §177 – Subdivision Regulations – Design Standards of the Waukee Municipal Code. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 3rd day of March, 2025, that the Construction Drawings for Walnut Crossing Townhomes be approved subject to remaining 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 WALNUT CROSSING 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, CITY OF WAUKEE (OWNER) AND GREATER DES MOINES HABITAT FOR HUMANITY (APPLICANT), have requested final plat approval of Walnut Crossing Townhomes (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on February 11, 2025, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Walnut Crossing Townhomes 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 3rd day of March, 2025, that the Final Plat for Walnut Crossing Townhomes 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. Warranty Deed (Lot A); 2. Public Storm Sewer Easement; 3. Landscape Buffer Easement; 4. Public Sanitary Sewer Easement; 5. Snow Storage Easement; 6. Public Utility Easement; and 7. Public Access and Sidewalk 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 WALNUT CROSSING 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 Walnut Crossing, subject to remaining staff comments on February 11, 2025; AND, WHEREAS, the Site Plan for Walnut Crossing is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Walnut Crossing 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 3rd day of March, 2025, that the Site Plan for Walnut Crossing 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: Walnut Crossing – Preliminary Plat, Final Plat & Site Plan PREPARED BY: Elizabeth Cramblet, Planner REPORT DATE: February 5, 2025 MEETING DATE: February 11, 2025 GENERAL INFORMATION Applicant: Greater Des Moines Habitat for Humanity Owner: City of Waukee, IA Owner’s Representative: Brad Freeman, P.M. with Clapsaddle-Garber Associates, Inc. Request: The applicant is requesting approval of a preliminary plat, final plat and site plan for a multi-family townhome development. Location and Size: Property is generally located north of NW Douglas Parkway and west of N Warrior Lane, containing approximately 5.68 acres. AREA MAP ABOVE: Aerial of Property identifying the proposed plat (outlined in RED). February 7, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Single-Family Residential R-4 (Row Dwelling and Townhome Dwelling District) North Developed with Single Family Home Single-Family Residential / Open Space A-1 (Agricultural District) & AR (Single-Family Acreage District) South Vacant - Undeveloped Single-Family Residential / Open Space R-4 (Row Dwelling and Townhome Dwelling District) East Vacant – Undeveloped & Developed with Single Family Home Neighborhood Commercial C-1A (Neighborhood Commercial District) & R-2 (One and Two-Family Residential District) West Vacant – Undeveloped Single-Family Residential R-2 (One and Two-Family Residential District) HISTORY The subject property is located north of NW Douglas Parkway and west of N. Warrior Lane. The City of Waukee purchased the property in February 2022, with the intention of facilitating an affordable housing project on the property. As part of the purchase of the property, the City constructed NW Douglas Parkway and extended utilities to the site. In 2024, the City of Waukee entered into a developer’s agreement with Greater Des Moines Habitat for Humanity to construct an affordable owner-occupied townhome project on the property. PROJECT DESCRIPTION LOTS & SITE PLAN The final plat and site plan identify a total of 48 lots that are intended for a townhome development. The lots will be developed in one phase. All proposed lots meet or exceed the minimum requirements of the R-4 zoning district. The bulk regulations for the R-4 zoning district are included below in Table 1. Table 1: R-4 requirements. Category R-4 District Lot Area 3,500 square feet per unit Lot Width 20 feet per unit Front Yard Setback 30-feet (perimeter) Rear Yard Setback 30 feet Side Yard Setback 15 feet (total) Dwelling Units (DU) per Acre (maximum) 12 DU / acre February 7, 2025 3 of 3 The applicant has indicated the units are to be owner-occupied. A total of 48 units are shown on the site plan. Building sizes shown include 4-unit and 2-unit buildings. Four (4) 2-plexes and ten (10) 4-plexes are proposed. Units will be mostly 3-bedroom approximately 1,700 – 2,300 square feet and some 4-bedroom units approximately 2,300 square feet in area. All buildings will be two-story buildings and will have a one-car-attached garage for each unit. PARKING A total of 96 parking spaces and 10 visitor spaces are required. The site plan identifies that 96 spaces are provided which includes10 visitor spaces. STREETS AND TRAIL All units will be accessed by a public street (NW Hopewell Court) that runs north from NW Douglas Parkway. The development will be accessed from NW Douglas Parkway. Sidewalks will be provided internal to the site to provide pedestrian access. UTILITIES All units will be serviced by public utilities extended through the development. Stormwater detention will be provided in an existing detention pond in the parcel west of the site. The City of Waukee will be responsible for the maintenance of the pond and public utilities. Garbage and recycling services will be provided for each unit. EASEMENTS All proposed easements have been indicated on the final plat. All utilities are to be publicly owned and maintained. Landscape buffers will be installed along the east side of the development. OPEN SPACE A minimum of 20% open space is required for this project. The applicant is providing 57.4% of open space (3.26 acres). BUILDING ELEVATIONS Elevations of the various unit styles have been provided. The proposed units meet the requirements of the Site Plan Ordinance. Proposed materials include lap siding, board and batten, and stone. Color schemes provided include white, with various shades of brown to provide an architecturally pleasing style. STAFF RECOMMENDATION All proposed lots and units meet the minimum requirements of the Zoning Ordinance, the final plat is in general conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat and site plan for Walnut Crossing subject to remaining staff comments and review of the legal documents. PROJECT LOCATION J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 1 0 0 ( C o v e r L e g e n d ) . d w g - C . 1 0 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 8 a m - r w a 2 8 6 SHEET C.100CGA PROJECT NO. 24-MS-0119 SITE PLAN & PRELIMINARY PLAT FOR WALNUT CROSSING WAUKEE, IOWA ~2025~ Pages or sheets covered by this seal: Signature Date 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. OI AW 25470 CLI D ESEN R P E F O S S O LNAI GNE INEER My license renewal date is December 31, 2026 Iowa License Number 25470 Brad A. Freeman, PE R A D A .FREE M A NB Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Phone 515-288-4823 www.cgaconsultants.com PROJECT LOCATION VICINITY MAP NOT TO SCALE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, CURRENT EDITION (SUDAS) AND THE CITY OF WAUKEE STANDARD SPECIFICATIONS PREL I M I N A R Y N INDEX OF SHEETS SHEET NO.DESCRIPTION C.100 TITLE SHEET C.101 SYMBOLS, LEGEND AND GENERAL INFORMATION C.110 EXISTING CONDITIONS & DEMOLITION PLAN C.200 SITE PLAN & PRELIMINARY PLAT C.201 UTILITY PLAN C.300 OVERALL GRADING PLAN C.301 - C.305 GRADING PLAN C.310 STORM WATER POLLUTION PREVENTION PLAN C.400 LANDSCAPE PLAN C.500 DETAILS LOCATION MAP Council Bluffs Sioux City Burlington Des Moines I-80 Mason City I-35 Ames Waterloo Marshalltown Davenport Dubuque Cedar Rapids UNIT INFORMATION: 1.BUILDING TYPE A: 1.1.UNIT 100 & 400 1.1.1.USABLE AREA SF = 1,629 SF 1.1.1.1.W/GARAGE = 1,742 SF 1.1.2.3 BED, 2 1 2 BATH 1.2.UNIT 200 & 300 1.2.1.USABLE AREA SF = 1,667 SF 1.2.1.1.W/GARAGE = 1,730 SF 1.2.2.3 BED, 2 1 2 BATH 2.BUILDING TYPE B: 1.1.UNIT 100 & 400 1.1.1.USABLE AREA SF = 2,320 SF 1.1.1.1.W/GARAGE = 2,479 SF 1.1.2.3 BED, 2 BATH 1.2.UNIT 200 & 300 1.2.1.USABLE AREA SF = 2,206 SF 1.2.1.1.W/GARAGE = 2,327 SF 1.2.2.4 BED, 3 1 2 BATH Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com Zoning Compliance Summary (Based upon Chapter 169 Zoning Regulations, District Regulations of the City of Waukee, County of Polk, State of Iowa, in current usage) CRITERION REQUIRED/PERMITTED PROPOSED PRIMARY CODE REFERENCE Applicable Zoning District R-4: ROW DWELLING & TOWNHOME DWELLING DISTRICT Zoning Map & FIRM Principal Permitted Use ROW DWELLING OR TOWNHOMES CONSISTING NOT MORE THAN 12 DWELLING UNITS PER BUILDING TOWNHOMES 169.11.1.A-I Minimum Lot Area in Square Feet 3,500SF NA 169.11.3 Minimum Lot Width 2FT PER UNIT, 75FT OVERALL NA 169.11.3 Minimum Front Lot Line 30Ft 30Ft 169.11.3 Minimum Side Lot Line 15Ft 30Ft 169.11.3 Minimum Rear Lot Line 30Ft 30Ft 169.11.3 Minimum Open Space Area in Percent 20%142,197 SF(57.4%)169.11.7 Minimum Parking Lot Landscaping Area 2 TREES PER DWELLING UNIT(96)96 TREES 161.04 Minimum Parking Buffer/Screening 25Ft 25Ft 161.06 Maximum Building Height in Feet or Stories 3 STORIES OR 40FT 2 STORIES 169.11.3 Parking Spaces Required 2 SPACES PER UNIT, 1 VISITOR SPACE PER 5 UNIT 96 SPACES, 10 VISITOR 168.10 LEGEND F F G CV SH W C ST LP UST SIGN PM PM P P B B SPH SPV X X O O 10 5 00 . 0 0 EXISTING PROPOSED WATERLINE WATER VALVE FIRE HYDRANT WATER METER CURB STOP YARD HYDRANT FIRE DEPT. CONNECTION POST INDICATOR VALVE SANITARY SEWER LINE STORM SEWER LINE DRAIN TILE SUBDRAIN MANHOLE CLEANOUT INTAKE BEEHIVE INTAKE ROOF DRAIN ROOF DRAIN (SURFACE) ROOF DRAIN (UNDERGROUND) GAS LINE GAS VALVE GAS METER OVERHEAD ELECTRICAL LINE BURIED ELECTRICAL LINE POWER POLE ELECTRICAL METER ELECTRICAL HIGHLINE TOWER TRAFFIC SIGNAL STREET LIGHT LUMINAIRE ELECTRICAL BOX/TRANSFORMER FIBER OPTICS LINE FIBER OPTICS BOX FIBER PEDESTAL TELEPHONE LINE TELEPHONE POLE TELEPHONE PEDESTAL TELEPHONE BOX CABLE TELEVISION LINE TELEVISION PEDESTAL TELEVISION BOX AIR CONDITIONER W (*)W W W FDC FDC PIV PIV San(*)San StS (*)StS DT DT SD SD M C C R R R S R S R U R U G (*)G G G OH E OH E E (*)E E E FO(*)FO FO FO FO FO T(*)T T T T T TV TV TV(*)TV TV TV AC AC PROPERTY ADDRESS: OWNER OF RECORD: DALLAS COUNTY WAUKEE SEC. 28, T79N, R26W (NE 1/4) OUTLOTS X & Z, PRAIRIE ROSE PLAT 2 OUTLOT Z, PRAIRIE ROSE PLAT 6 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 PH 515-978-7900 APPLICANT: GREATER DES MOINES HABITAT FOR HUMANITY P.O.BOX 716 DES MOINES, IA 50303 RYAN DOYLE REAL ESTATE & LAND DEVELOPMENT MANAGER PH 515-329-6963 FIELD WORK COMPLETED: 04-25-2024 SURVEY PREPARED BY:SITE PLAN PREPARED BY: DATE OF PREPARATION: 11-08-2024 LEGAL DESCRIPTION PROPOSED USE TOWNHOMES PROJECT MANAGER: BRAD FREEMAN CLAPSADDLE-GARBER ASSOCIATES, INC 2413 GRAND AVENUE DES MOINES, IOWA 50312 PH 515-288-4823 WWW.CGACONSULTANTS.COM CLAPSADDLE-GARBER ASSOCIATES, INC 2413 GRAND AVENUE DES MOINES, IOWA 50312 PH 515-288-4823 WWW.CGACONSULTANTS.COM THE FOLLOWING UTILITIES ARE PRESENT ON THIS PROJECT UTILITY COMPANIES Mid-American (Gas) Jaime Neer 515-252-6972 CenturyLink Sadie Hull 918-547-0147 Aureon Networks Services Jeff Klocko 515-830-0445 Mid-American (Electric) Jaimie Neer 515-252-6972 Verizon John Bachelder 972-729-7000 Metro Fibernet Lori Kemper 812-213-1050 MediaCom Jerry Broughton 845-587-2521 Unite Private Networks Joe Kilzer 816-425-3556 City of Waukee Melissa DeBoer 515-978-7898 Waukee Water/ Wastewater Tim Royer 515-978-7928 Verizon Wireless Ryan Schaffer 515-201-5382 Windstream Communications Locate Desk 800-289-1901 VALUE ENGINEERING SAVES. REFER TO ARTICLE 1105.15 OF THE SPECIFICATIONS. NOTES: 1. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. 2. ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY. 3. UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (*) HAVE BEEN LOCATED PER THE FOLLOWING ASCE STANDARD GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA": (A)- PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B)- INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C)- INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (D)- INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. ABBREVIATIONS PCC PORTLAND CEMENT CONCRETE ACC ASPHALT CEMENT CONCRETE STM STORM SEWER MANHOLE INT STORM SEWER INTAKE INT-MH STORM SEWER INTAKE WITH MANHOLE STCO STORM SEWER CLEANOUT FES STORM SEWER FLARED END SECTION STP STORM SEWER PIPE STFM STORM SEWER FORCE MAIN SMH SANITARY SEWER MANHOLE SACO SANITARY SEWER CLEANOUT SAP SANITARY SEWER PIPE SAFM SANITARY SEWER FORCE MAIN FH FIRE HYDRANT ASSEMBLY YH YARD HYDRANT ASSEMBLY WV WATER VALVE CS CURB STOP PIV POST INDICATOR VALVE FDC FIRE DEPT. CONNECTION RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE HDPE HIGH-DENSITY POLYETHYLENE PIPE PVC POLYVINYL CHLORIDE PIPE DI DUCTILE IRON PIPE CP SURVEY CONTROL POINT BM SURVEY BENCHMARK SB SOIL BORING MW MONITORING WELL PM PARKING METER SH SPRINKLER HEAD GV GAS VALVE GM GAS METER PP POWER POLE EM ELECTRIC METER TS TRAFFIC SIGNAL LP LIGHT POLE/STREET LIGHT EB ELECTRICAL BOX/TRANSFORMER FB FIBER OPTICS BOX/PEDESTAL TB TELEPHONE BOX/PEDESTAL TP TELEPHONE POLE CB CABLE/TELEVISION BOX AC AIR CONDITIONER UNIT CBU CLUSTER MAILBOX UNIT PARCEL 24-37: Part of Outlots "X" and "Z" in PRAIRIE ROSE PLAT 2, an Official Plat, and part of Outlot "Z" in PRAIRIE ROSE PLAT 6, an Official Plat, all now included in and forming a part of the City of Waukee, Dallas County, Iowa, being more particularly described as follows: Commencing at the Northeast corner of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence South 00°(degrees) 22'(minutes) 55"(seconds) West, 241.98 feet along the East line of said Outlot "X" to the Point of Beginning; thence continuing South 00°22'55" West, 622.89 feet along the East line of said Outlot "X"; thence South 45°03'58" West, 35.48 feet along the Southeast line of said Outlot "X"; thence South 89°42'58" West, 230.38 feet along the South line of said Outlot "X" to the Southeast corner of said Outlot "Z" in PRAIRIE ROSE PLAT 2; thence South 89°43'23" West, 32.28 feet along the South line of said Outlot "Z"; thence North 00°16'37" West, 57.22 feet; thence North 42°15'27" West, 144.70 feet; thence North 09°45'36" East, 177.84 feet to and along the West line of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence North 07°38'13" West, 68.66 feet along the West line of said Outlot "X"; thence North 18°12'29" East, 80.92 feet along the West line of said Outlot "X"; thence North 02°38'00" West, 107.23 feet; thence North 23°54'48" East, 81.25 feet; thence North 45°18'40" East, 66.01 feet to the West line of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence North 18°12'29" East, 31.51 feet along the West line of said Outlot "X"; thence South 89°41'09" East, 162.83 feet; thence South 46°03'32" East, 132.75 feet to the point of beginning. Containing 5.68 acres. Survey referenced has not been filed GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE CODES, ORDINANCES, REGULATIONS AND RULES, INCLUDING THE CITY STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. WHERE NOT OTHERWISE COVERED BY THE ABOVE, IN THE NOTES BELOW, OR WITHIN THIS PLAN SET, THE 2025 IOWA SUDAS STANDARDS AND SPECIFICATIONS SHALL GOVERN. 2.ALL DEBRIS SPILLED ON THE STREETS OR ADJACENT PROPERTY SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. REQUIRED TO BE AT THE END OF EACH WORKDAY AND PRIOR TO A RAIN EVENT. 3.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. 4.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. 5.THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SIGNS AND BARRICADES DURING CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. ALL ROADS SHALL BE BARRICADED UNTIL ACCEPTANCE BY CITY. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE CITY PROPER NOTICE FOR THEIR REQUIRED INSPECTIONS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS FOR PERFORMING THE WORK. 8.WORK SHALL INCLUDE CONNECTION TO EXISTING PUBLIC UTILITIES AND ANY AND ALL FITTINGS, CLEANOUTS AND APPURTENANCES REQUIRED BY CODES. 9.THE CONTRACTOR IS RESPONSIBLE FOR CLEARING & GRUBBING THE SITE, AND REMOVAL & DISPOSAL OF ANY DELETERIOUS AND EXCESS MATERIALS FROM THE SITE. 10.ANY DAMAGE DONE TO THE EXISTING FENCES, YARDS OR OTHER IMPROVEMENTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THIS SHALL ALSO INCLUDE TEMPORARY PASTURE FENCING AND COORDINATION WITH PASTURE LEASEE. CONTACT OWNER/DEVELOPER FOR CONTACT INFORMATION. 11.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. 12.THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, WEEKEND WORK AND HOLIDAY WORK. 13.THE TRAIL/PATH INSTALLATION IS REQUIRED THROUGH THE ADJOINING OPEN SPACE AS IDENTIFIED BY THE PLANS, AND SIDEWALK SHALL BE INSTALLED ADJACENT TO OUTLOTS. 14.THE CONTRACTOR SHALL PROVIDE SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CONSTRUCTION. 15.ALL DISTURBED AREAS SHOULD BE RESTORED BY SEEDING OR SODDING. ANY EXISTING ESTABLISHED LAWNS SHALL BE REPLACED WITH SOD. SOD MAINTENANCE PERIOD SHALL BE WHEN SOD IS DEEM ESTABLISHED BY THE CITY, BUT SHALL NOT EXTEND BEYOND 1-YEAR. 16.ALL CONSTRUCTION STAKING TO BE DONE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. 17.NPDES NOI GENERAL PERMIT 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. 18.ANY CHANGES TO THE PROPOSED PLAN SHALL BE SUBMITTED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT IN WRITING PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH CHANGES MADE WITHOUT CITY APPROVAL. 19.STORM AND SANITARY SEWER LENGTHS AND LINEWORK ARE SHOWN FROM THE REFERENCE POINT LOCATIONS. CONTRACTOR SHALL LENGTHS DUE TO OPEN AREA OF STRUCTURE AND CONNECTION LOCATIONS. 20.CONTRACTOR TO NOTIFY ENGINEERING DEPARTMENT AT LEAST 48-HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK. 21.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY COMMUNITY DEVELOPMENT DEPARTMENT PCC PAVING NOTES: 1.ALL SUBGRADE UNDER SLAB TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR A MINIMUM OF 12". RECOMMENDED MOISTURE CONTENT RANGE 0% TO +4% OF OPTIMUM. 2.MOISTEN SUBGRADE PRIOR TO PLACING CONCRETE. 3.CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 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 PER IDOT 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 WITH W-R MEADOWS D-164 HOT POUR RUBBER BASE JOINT SEALER OR APPROVED EQUAL. 12.THE CONTRACTOR TO BARRICADE SLAB FOR 14 DAYS AFTER PLACING. 13.PAVING THICKNESS SHALL BE PER TYPICAL SECTIONS OR NOTED. OTHERWISE 6" DRIVES; 5" PARKING AND TRAILS; 4" SIDEWALKS (WHERE NOT THROUGH DRIVE), 7" DRIVES (INCLUDING SIDEWALK IN DRIVE); PATCHES MATCH EX PAVT SECTION. ALL ROADWAYS SHALL INCLUDE 12" OF SUBGRADE PREPARATION. 14.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 AND TIE INTO EXISTING PAVEMENT AS REQUIRED. CONTROL POINTS: IOWA REGIONAL COORDINATE SYSTEM IOWA NORTH ZONE NAD83(2011)(EPOCH 2010) IARTN DERIVED -US SURVEY FEET NUMBER NORTHING EASTING ELEV.DESCRIPTION 103 593176.119 1538510.754 999.311 1 2" IR RED CONTROL CAP 2 592534.012 1538370.040 999.937 CUT 'X' DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 1 0 0 ( C o v e r L e g e n d ) . d w g - C . 1 0 1 - 0 2 - 2 1 - 2 5 - 1 1 : 3 8 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.101 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ----SYMBOLS, LEGEND, AND GENERAL INFORMATION SIGN SIGN SIGN SIGN C SIGN E(D)E(D) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) G( D ) G(D) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) C M M FO MM SIGN SIGN San(C)San(C)San(C)San(C)San(C)San(C)San(D)San(D)San(D) San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) Sa n ( D ) Sa n ( D ) OH E OH E OH E OH E OH E OH E OH E G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D) StS( C ) StS( C ) StS(D) StS(D)StS(D)StS(D) W(D)W(D)W(D) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( C ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) StS(D)StS(D) G(D)G(D)G(D) G( D ) TS(D)TS(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) EXIST LANE SHIFT TRUCK ROUTE SIGN EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST EB EXIST LP EXIST LP EXIST INTAKE TOC: 1000.66 GUTTER: 1000.06 15" RCP FL: 996.01 (N) EXIST FH/WV EXIS T I N G T R A I L EX I S T P C C T R A I L EX I S T P C C T R A I L EX I S T P C C EX I S T P C C EX I S T P C C EX I S T P C C EXISTING TRAIL EXIST BELL SIGN EXIST WOOD WALL EXIST FIELD ENTRANCE EX I S T P C C T R A I L EXIST ACC EXIST ACCEXIST ACC EXIST CWS EXIST CWS EXIST STM CO RIM: 1000.99 EXIST TS EXIST PP & ANCHOR EXIST FB EXIST GAS SIGN EXIST GVEXIST GVEXIST GV EXIST SAN MH RIM: 996.12 18" PVC FL: 963.02 (N&S) EXIST SAN MH RIM: 982.70 18" PVC FL: 960.00 (S) 18" PVC FL: 959.95 (N) EXIST 15" CMP FL: 990.26 (N) EXIST 15" CMP FL: 990.00 (S) EXIST 15" CMP FL: 981.27 (N) EXIST 36" CMP FL: 971.92 (SE) EXIST 12" RCP FL: 998.26 (S) EXIST STM CO RIM: 998.78 EXIST STM MH RIM: 1000.84 15" RCP FL: 995.93 (S) 15" RCP FL: 995.89 (W) EXIST STM MH RIM: 1000.92 15" RCP FL: 995.37 (E) 15" RCP FL: 995.12 (S) 15" RCP FL: 995.07 (W) 15"18" 36" 36" 24" 24" 36" 24" 18" 15" 12" 48" BURIED EXIST SAN MH RIM: 996.87 (AS-BUILT) 18" PVC FL: 965.45 (E) (PER PLAN) 18" PVC FL: 965.20 (N) (PER PLAN) VERIFY FLOWLINE AND LOCATION M EXIST 18" PVC SAN EXIST 18" PVC SAN EXIST 18" PVC SAN EX I S T 1 5 " R C P S T M EX I S T 6 " P V C S T M EX I S T 1 8 " P V C S A N EXISTING INT RIM: 990.52 EXISTING 15" APRON FL: 987.85 30' SETBACK 10 ' P . U . E 57 ' S A N I T A R Y EA S E M E N T EXISTING C&G PANELS ARE 6'. REMOVE TO NEAREST JOINT. DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 1 1 0 ( E x . C o n d D e m o ) . d w g - C . 1 1 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 8 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.110 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ----EXISTING CONDITIONS & DEMOLITION PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 60'30'90' GENERAL DEMOLITION NOTES: 1.ADJOINING PROPERTIES SHALL BE PROTECTED DURING DEMOLITION OPERATIONS. DEBRIS ON ADJOINING PROPERTIES SHALL BE CAREFULLY REMOVED BY CONTRACTOR. 2.ANY DAMAGE TO EXISTING PAVEMENT TO REMAIN DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT TO REMAIN. 3.REMOVE ALL SIGNS, LIGHTS, POSTS, POLES, WALLS, AND ASSOCIATED FOUNDATIONS AS INDICATED. BACKFILL ALL HOLES AND DEPRESSIONS WITH SUITABLE SOIL. 4.CONTRACTOR SHALL SUPPLY DETAILED CONSTRUCTION SCHEDULE TO THE CITY. 5.ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY: A. CITY OF WAUKEE COMMUNITY DEVELOPMENT B. OWNER C. CLAPSADDLE-GARBER ASSOCIATES, INC. 6.CONTRACTOR SHALL DISPOSE OF PAVEMENT & FENCING OFF-SITE. 7.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. 8.ALL SLURRY FROM WET SAWING OF CONCRETE MUST BE CONTAINED ON SITE AND PROPERLY DISPOSED. KEY DEMOLITION CONSTRUCTION NOTES: REMOVE CONCRETE & ALL ASSOCIATED CURBS TO NEAREST JOINT LINE OR AS INDICATED. COMPLETELY REMOVE EXISTING TREE/SHRUB & ROOTBALL. DISPOSE OF OFFSITE. BACKFILL DEPRESSIONS WITH SUITABLE SOIL. PROTECT EXISTING TREE DURING DEMOLITION & THROUGHOUT THE COMPLETE CONSTRUCTION ON THE PROJECT. SALVAGE & RELOCATE EXISTING 30" FLAT ROUND INTAKE. SEE SHEET C.200. PROTECT EXISTING INLET STRUCTURE. A B D E B B B B C C C C CCC B A A B B U I L D I N G F T Y P E A 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 177.84' N09°45'3 6 " E 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E 6 6 . 0 1 ' N 4 5 ° 1 8 ' 4 0 " E 31.5 1 ' N18° 1 2 ' 2 9 " E 16 2 . 8 3 ' S8 9 ° 4 1 ' 0 9 " E 132 . 7 5 ' S46 ° 0 3 ' 3 2 " E 622.89' S00°22'55"W 35.48' S 4 5 ° 0 3 ' 5 8 " W 57.22' N00°16'37"W 32 . 2 8 ' S8 9 ° 4 3 ' 2 3 " W SIGN SIGN SIGN SIGN C SIGN E(D)E(D) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) G( D ) G(D) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) C M M FO MM SIGN SIGN San(C)San(C)San(C)San(C)San(C)San(C)San(D)San(D)San(D) San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) Sa n ( D ) Sa n ( D ) OH E OH E OH E OH E OH E OH E OH E G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D) StS( C ) StS( C ) StS(D) StS(D)StS(D)StS(D) W(D)W(D)W(D) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( C ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) StS(D)StS(D) G(D)G(D)G(D) G( D ) TS(D)TS(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) EXIST EB EXIST LP EXIST LP EXIST INTAKE TOC: 1000.66 GUTTER: 1000.06 15" RCP FL: 996.01 (N) EXIST FH/WV EXIST CWS EXIST CWS EXIST STM CO RIM: 1000.99 EXIST TS EXIST PP & ANCHOR EXIST FB EXIST GVEXIST GVEXIST GV EXIST SAN MH RIM: 996.12 18" PVC FL: 963.02 (N&S) EXIST SAN MH RIM: 982.70 18" PVC FL: 960.00 (S) 18" PVC FL: 959.95 (N) EXIST 15" CMP FL: 990.26 (N) EXIST 15" CMP FL: 990.00 (S) EXIST 15" CMP FL: 981.27 (N) EXIST 36" CMP FL: 971.92 (SE) EXIST 12" RCP FL: 998.26 (S) EXIST STM CO RIM: 998.78 EXIST STM MH RIM: 1000.84 15" RCP FL: 995.93 (S) 15" RCP FL: 995.89 (W) EXIST STM MH RIM: 1000.92 15" RCP FL: 995.37 (E) 15" RCP FL: 995.12 (S) 15" RCP FL: 995.07 (W) BURIED EXIST SAN MH RIM: 996.87 (AS-BUILT) 18" PVC FL: 965.45 (E) (PER PLAN) 18" PVC FL: 965.20 (N) (PER PLAN) VERIFY FLOWLINE AND LOCATION M EXIST 18" PVC SAN EXIST 18" PVC SAN EXIST 18" PVC SAN EX I S T 1 5 " R C P S T M EX I S T 6 " P V C S T M EX I S T 1 8 " P V C S A N 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 177.84' N09°45'3 6 " E 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E 6 6 . 0 1 ' N 4 5 ° 1 8 ' 4 0 " E 31.5 1 ' N18° 1 2 ' 2 9 " E 16 2 . 8 3 ' S8 9 ° 4 1 ' 0 9 " E 132 . 7 5 ' S46 ° 0 3 ' 3 2 " E 622.89' S00°22'55"W 35.48' S 4 5 ° 0 3 ' 5 8 " W 57.22' N00°16'37"W 32 . 2 8 ' S8 9 ° 4 3 ' 2 3 " W 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 177.84' N09°45'3 6 " E 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E 6 6 . 0 1 ' N 4 5 ° 1 8 ' 4 0 " E 31.5 1 ' N18° 1 2 ' 2 9 " E 16 2 . 8 3 ' S8 9 ° 4 1 ' 0 9 " E 132 . 7 5 ' S46 ° 0 3 ' 3 2 " E 622.89' S00°22'55"W 35.48' S 4 5 ° 0 3 ' 5 8 " W 57.22' N00°16'37"W 32 . 2 8 ' S8 9 ° 4 3 ' 2 3 " W 29.67' 29.67' 29.67' 29.67' 29.67' 20 . 0 0 ' 20 . 0 0 ' 20 . 0 0 ' 20 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 12 . 0 0 ' 20.33' 20.33' 20.33' 20.33' 20.33' 20.33' 20.33' 20.0 0 ' 20.0 0 ' 2 9 . 6 7 ' 2 9 . 6 7 ' 2 9 . 6 7 ' 12.0 0 ' 12.0 0 ' 12.0 0 ' 12.0 0 ' 2 0 . 3 3 ' 2 0 . 3 3 ' 2 0 . 3 3 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 20.00'20.00'20.00'20.00' 12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00'12.00' 12.00'12.00'12.00'12.00' 29.6 7 ' 29.6 7 ' 29.6 7 ' 2 0 . 0 0 ' 2 0 . 0 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 20.3 3 ' 20.3 3 ' 20.3 3 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 20.00'20.00'20.00'20.00' 12.00'12.00'12.00'12.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00'12.00'12.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 20.00'20.00'20.00'20.00' 12.00'12.00'12.00'12.00' 12.00'12.00'12.00'12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20.00'20.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 12.00'12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 20.00'20.00'20.00'20.00' 12.00'12.00'12.00'12.00' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00' 24.50' 20.00'20.00' 24.50' 41 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 41 . 6 7 ' 13.00' 6. 0 0 ' 22 . 0 0 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 22 . 0 0 ' 13.00'12.00'12.00' 12 . 3 3 ' 12.67' 12.00'12.00'12.67' 6. 0 0 ' 12 . 3 3 ' 3.67' 4.00' 4.00' 3.67'20.00 ' 20.00 ' 20.00 ' 20.00 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 12.00 ' 12.0 0 ' 12.00 ' 12.00 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00 ' 12.0 0 ' 12.0 0 ' 12.00 ' 20.00'20.00'20.00'20.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 12.00'12.00'12.00'12.00' 12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00'12.00' 24.50' 20.00'20.00' 24.50' 41 . 6 7 ' 29 . 6 7 ' 38 . 0 0 ' 38 . 0 0 ' 41 . 6 7 ' 13.00' 12.67' 22 . 0 0 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 22 . 0 0 ' 12 . 3 3 ' 12 . 3 3 ' 12.00'12.00'13.00' 12.00'12.00' 12.67' 3. 6 7 ' 3.67' 6. 0 0 ' 4.00' 3. 6 7 ' 4.00' 3.67' 6. 0 0 ' 12.00' 12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 12.00' 12.00' 20.00' 20.00' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 12. 0 0 ' 20. 3 3 ' 20. 3 3 ' 20. 3 3 ' 20. 3 3 ' 20. 3 3 ' 20. 3 3 ' 29. 6 7 ' 29. 6 7 ' 29. 6 7 ' 29. 6 7 ' 29. 6 7 ' 20. 0 0 ' 20. 0 0 ' 20. 0 0 ' 20. 0 0 ' 12'x10' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x11' DECK 12'x12' DECK 12'x12' DECK 12'x7' DECK 12'x7.5' DECK 12'x7.5' DECK 12'x9' DECK 12'x9' DECK 12'x9' DECK 12'x9' DECK 12'x12' DECK 12'x12' DECK 12'x6.5' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x12' DECK 12'x6.5' DECK 12'x6.5' DECK 12'x6.5' DECK 1 2 3 4 5 6 87 9 10 11 12 13 14 32 31 30 29 36 35 34 33 19 21 25 26 2728 37 383940 41 42 43 44 45464748 LOT A OUTLOT Z 60 ' R . O . W . N. WARRIOR LANE (120' R.O.W.) NW D O U G L A S P K W Y (1 2 0 ' R . O . W . ) PARCEL ID 1228207002 CITY OF WAUKEE ZONING: R-4 PARCEL ID 1228226041CITY OF WAUKEE ZONING: COS PARCEL ID 1228207001 CITY OF WAUKEE ZONING: R-4 NW HOPEWELL COURT B U I L D I N G A T Y P E A BUILDING C TYPE B BUILDING E TYPE A 26 ' B - B N02°03'25"E 88.00' N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' S02°03'25"W 88.00' N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' BUILDING D TYPE A N6 0 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' N2 9 ° 1 3 ' 1 2 " E 8 8 . 0 0 ' S60 ° 4 6 ' 4 8 " E 6 9 . 0 0 ' S29 ° 1 3 ' 1 2 " W 8 8 . 0 0 ' BUILDI N G B TYPE A N7 9 ° 1 1 ' 5 8 " W 6 9 . 0 0 ' S7 9 ° 1 1 ' 5 8 " E 6 9 . 0 0 ' S10°48'02" W 4 8 . 0 0 ' N10°48'02" E 4 8 . 0 0 ' S8 7 ° 5 4 ' 3 6 " E 7 9 . 0 0 ' S8 7 ° 5 4 ' 3 6 " E 7 9 . 0 0 ' N02°05'24"E 97.00' N02°05'24"E 97.00' S8 7 ° 5 4 ' 3 6 " E 6 9 . 0 0 ' S02°05'24"W 88.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N02°05'24"E 88.00' 20 S44 ° 4 1 ' 2 0 " E 6 9 . 0 0 ' N44 ° 4 1 ' 2 0 " W 6 9 . 0 0 ' S 4 5 ° 1 8 ' 4 0 " W 4 8 . 0 0 ' N 4 5 ° 1 8 ' 4 0 " E 4 8 . 0 0 ' 22 23 24 S00°18'51"W 69.00' N8 9 ° 4 0 ' 5 3 " W 8 6 . 7 5 ' S8 9 ° 4 1 ' 0 9 " E 8 6 . 7 5 ' N00°18'51"E 68.99' BU I L D I N G G TY P E A S46 ° 0 3 ' 3 2 " E 4 6 . 7 5 ' N 4 3 ° 5 6 ' 2 8 " E 6 9 . 0 0 ' S 4 3 ° 5 6 ' 2 8 " W 6 9 . 0 0 ' N46 ° 0 3 ' 3 2 " W 4 6 . 7 5 ' BU I L D I N G H TYP E A N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' N00°22'55"E 88.00' N00°22'55"E 88.00' BUILDING I TYPE A N02°05'24"E 48.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' S8 7 ° 5 4 ' 3 6 " E 6 9 . 0 0 ' S02°05'24"W 48.00' BUILDING J TYPE A S8 7 ° 5 4 ' 3 6 " E 6 9 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' S02°05'24"W 88.00' N02°05'24"E 88.00' BUILDING K TYPE ABUILDING L TYPE B N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' S8 7 ° 5 4 ' 3 6 " E 7 9 . 0 0 ' N02°05'24"E 97.00' S02°05'24"W 97.00' N20° 5 9 ' 2 7 " E 8 8 . 0 0 ' S6 9 ° 0 0 ' 3 3 " E 6 9 . 0 0 ' S20° 5 9 ' 2 7 " W 8 8 . 0 0 ' N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' BUI L D I N G M TY P E A S00°17'02"E 88.00' S8 9 ° 4 2 ' 5 8 " W 6 9 . 0 0 ' N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' N00°17'02"W 88.00' BUILDING N TYPE A EXISTING GAS MAIN EXISTING TELECOM 5' SIDEWALK (SEE PUBLIC PLANS) 5' SIDEWALK (SEE PUBLIC PLANS) 5' SIDEWALK (SEE PUBLIC PLANS) San San San San San S a n S a n San San San San Sa n Sa n Sa n Sa n Sa n San San San San SanSan StSStSStSStSStS StS StS StS StS St S St S St S StS StS St S St S W W W W W W W W W W W W W W W W W W (2) PARKING STALLS 9'x20' (3) PARKING STALLS 9'x20' 20' STORM SEWER EASEMENT 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 3 0 ' S E T B A C K 25 ' L A N D S C A P E BU F F E R EA S E M E N T BK 2 0 2 4 P G 6 8 8 30' SETBACK 25' LANDSCAPE BUFFER EASEMENT 15' P.U.E. BK 2024 PG 689 60' SANITARY SEWER EASEMENT BK 2014 PG 15313 57 ' S A N I T A R Y S E W E R E A S E M E N T BK 2 0 2 4 P G 6 8 9 30 ' S E T B A C K 10 ' P . U . E . BK 2 0 2 4 P G 6 8 9 25 ' L A N D S C A P E B U F F E R EA S E M E N T 10 ' P U B L I C U T I L I T Y & S N O W S T O R A G E EA S E M E N T 10 ' P U B L I C U T I L I T Y & S N O W S T O R A G E EA S E M E N T 30' SANITARY SEWER EASEMENT MAIL BOX CLUSTER (3) (SEE PUBLIC PLANS) 19.60' 20.95' 29. 6 1 ' 15.03' 31 . 6 7 ' 2 5 . 3 3 ' 25.3 3 ' 18.02 ' 15.20' 42.14' 37.44' 33.9 3 ' 21. 6 7 ' 15' S I D E W A L K EAS E M E N T 1 5 . 0 0 ' 10' EXISTING TRAIL Sa n Sa n San San (5) PARKING STALLS 9'x20' 81.1 5 ' 1 9 . 7 5 ' 1 0 . 8 7 ' 63.3 7 ' 1 0 . 7 4 ' 1 9 . 6 2 ' 1.00 ' 15 16 17 18 REMOVE TO NEAREST JOINT OUTLOT Z OUTLOT Z StS StS StS StS StS 20.00'20.00'20.00'20.00' 12.00'12.00'12.00'12.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00'12.00'12.00' (VARIOUS SIZES) DECK (VARIOUS SIZES) DECK (VARIOUS SIZES) DECK(VARIOUS SIZES) DECK 24.50' 20.00'20.00' 24.50' 41 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 41 . 6 7 ' 13.00'6. 0 0 ' 22 . 0 0 ' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 22 . 0 0 ' 13.00'12.00'12.00' 12 . 3 3 ' 12.67' 12.00'12.00' 12.67' 6. 0 0 ' 12 . 3 3 ' 3.67' 4.00'4.00' 3.67' 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 12'x12' PATIO 20.00'20.00' 29 . 6 7 ' 29 . 6 7 ' 29 . 6 7 ' 12.00'12.00' 20 . 3 3 ' 20 . 3 3 ' 20 . 3 3 ' 12.00'12.00' (VARIOUS SIZES) DECK (VARIOUS SIZES) DECK DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 2 0 0 ( L a y o u t ) . d w g - C . 2 0 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 8 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.200 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- SITE PLAN & PRELIMINARY PLAT Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com 0 GRAPHIC SCALE 60'30'90' GENERAL LAYOUT NOTES: 1.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 3.SIGHT LIGHTING SHALL BE DETERMINED BY THE OWNER. 4.ALL DISTURBED AREAS, INCLUDING THE RIGHT-OF-WAY ARE REQUIRED TO BE SODDED. REFER TO LANDSCAPING PLAN SHEET C.400. 5.ANY DAMAGE TO THE PAVEMENT NOT SHOWN FOR REMOVAL ON THE PLANS DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ALL EFFORTS SHALL BE MADE TO NOT DISTURB EXISTING PAVEMENT. 6.COORDINATE GAS, ELECTRIC, TELEPHONE, & FIBER OPTIC WITH RESPECTIVE UTILITY COMPANIES. 7.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 8.THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR OWNERSHIP AND MAINTENANCE FOR OUTLOT Z. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS. INSTALL 8.5FT WIDE DRIVEWAY. PROPOSED MONUMENT SIGN. PROPOSED BICYCLE REPAIR & MAINTENANCE STATION. INSTALL 4" PCC PAVEMENT.(REFER TO ARCHITECTURAL PLANS FOR DETAILS) INSTALL 6" STANDARD CURB & GUTTER. A B A A A A B B B B B B B B B B B B B B B B B BB B B BBBBBBBBB B B B B BBBB C C D D B B B B B BB BBB CONSTRUCTION DETAILS INSTALL 6" DRIVEWAY PCC PAVEMENT. BICYCLE REPAIR STATION. INSTALL 6" STANDARD CURB & GUTTER. C.500 1 C.500 6 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE EE EEEEEEEEEE E EE E E E E E E E E E C.500 6 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1 C.500 1C.500 1C.500 1C.500 1C.500 1 F C.500 7 C.500 7 BEGINF C.500 7 ENDF N San SIGN SIGN SIGN SIGN C SIGN E(D)E(D) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) G( D ) G(D) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) C M M FO MM SIGN SIGN San(C)San(C)San(C)San(C)San(C)San(C)San(D)San(D)San(D) San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) Sa n ( D ) Sa n ( D ) OH E OH E OH E OH E OH E OH E OH E G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D) StS( C ) StS( C ) StS(D) StS(D)StS(D)StS(D) W(D)W(D)W(D) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( C ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) St S ( D ) StS(D)StS(D) G(D)G(D)G(D) G( D ) TS(D)TS(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) EXIST LANE SHIFT TRUCK ROUTE SIGN EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST EB EXIST LP EXIST LP EXIST INTAKE TOC: 1000.66 GUTTER: 1000.06 15" RCP FL: 996.01 (N) EXIST FH/WV EXIST WATER EDGE EXIS T I N G T R A I L EX I S T P C C T R A I L EX I S T P C C T R A I L EX I S T P C C EX I S T P C C EX I S T P C C EX I S T P C C EXISTING TRAIL EXIST BELL SIGN EXIST WOOD WALL EXIST FIELD ENTRANCE EX I S T P C C T R A I L EXIST ACC EXIST ACCEXIST ACC EXIST CWS EXIST CWS EXIST STM CO RIM: 1000.99 EXIST TS EXIST PP & ANCHOR EXIST FB EXIST GAS SIGN EXIST GVEXIST GVEXIST GV EXIST SAN MH RIM: 996.12 18" PVC FL: 963.02 (N&S) EXIST SAN MH RIM: 982.70 18" PVC FL: 960.00 (S) 18" PVC FL: 959.95 (N) EXIST 15" CMP FL: 990.26 (N) EXIST 15" CMP FL: 990.00 (S) EXIST 15" CMP FL: 981.27 (N) EXIST 36" CMP FL: 971.92 (SE) EXIST 12" RCP FL: 998.26 (S) EXIST STM CO RIM: 998.78 EXIST STM MH RIM: 1000.84 15" RCP FL: 995.93 (S) 15" RCP FL: 995.89 (W) EXIST STM MH RIM: 1000.92 15" RCP FL: 995.37 (E) 15" RCP FL: 995.12 (S) 15" RCP FL: 995.07 (W) 15"18" 36" 36" 24" 24" 36"BURIED EXIST SAN MH RIM: 996.87 (AS-BUILT) 18" PVC FL: 965.45 (E) (PER PLAN) 18" PVC FL: 965.20 (N) (PER PLAN) VERIFY FLOWLINE AND LOCATION M EXIST 18" PVC SAN EXIST 18" PVC SAN EXIST 18" PVC SAN EX I S T 1 5 " R C P S T M EX I S T 6 " P V C S T M EX I S T 1 8 " P V C S A N EXISTING INT RIM: 990.52 EXISTING 15" APRON FL: 987.85 San San San San San S a n S a n StSStSStSStSStS StS StS StS StS St S St S St S StS StS St S St S San San San N. WARRIOR LANE (120' R.O.W.) NW D O U G L A S P K W Y (1 2 0 ' R . O . W . ) Sa n Sa n Sa n Sa n Sa n San San San San SanSan B U I L D I N G F T Y P E A N. WARRIOR LANE (120' R.O.W.) NW D O U G L A S P K W Y (1 2 0 ' R . O . W . ) PARCEL ID 1228207002 CITY OF WAUKEE ZONING: R-4 PARCEL ID 1228226041CITY OF WAUKEE ZONING: COS PARCEL ID 1228207001 CITY OF WAUKEE ZONING: R-4 NW HOPEWELL COURT B U I L D I N G A TY P E A BUILDING C TYPE B BUILDING E TYPE A BUILDING D TYPE A BUILDI N G B TYPE A BU I L D I N G G TY P E A BUI L D I N G H TYP E A BUILDING I TYPE A BUILDING J TYPE A BUILDING K TYPE A BUILDING L TYPE B BUI L D I N G M TY P E A BUILDING N TYPE A 20' STORM SEWER EASEMENT 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 3 0 ' S E T B A C K 25 ' L A N D S C A P E BU F F E R EA S E M E N T 30' SETBACK 25' LANDSCAPE BUFFER EASEMENT 15' P.U.E. INSTR. NO. 2024-00686 60' SANITARY SEWER EASEMENT BK 2014 PG 15313 57 ' S A N I T A R Y S E W E R E A S E M E N T BK 2 0 1 3 P G 7 2 2 30 ' S E T B A C K 10 ' P . U . E . IN S T R . N O . 2 0 2 4 - 0 0 6 8 9 25 ' L A N D S C A P E B U F F E R EA S E M E N T 10 ' P U B L I C U T I L I T Y & S N O W S T O R A G E EA S E M E N T 10 ' P U B L I C U T I L I T Y & S N O W S T O R A G E EA S E M E N T 30' SANITARY SEWER EASEMENT 150'R FIRE COVERAGE Sa n Sa n San San SEE PUBLIC IMPROVEMENT PLANS 150'R FIRE COVERAGE 150'R FIRE COVERAGE W W W Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n San San San W W W W W W San San Sa n San San San Sa n San Sa n Sa n San San Sa n Sa n Sa n W W W Sa n W W W Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n W W W Sa n W W W Sa n Sa n W W W Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n Sa n W W W Sa n Sa n W W W Sa n W W W Sa n Sa n Sa n Sa n Sa n Sa n San Sa n W W W W Sa n W W W W Sa n W W W W Sa n W W W W San Sa n San San W W W San San San San San San W W W W W W W S a n Sa n W W Sa n W W W W S a n W W W W W W W San SanSan San W W W W W W W W W W W StS StS StS StS StS DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 2 0 1 ( U t i l i t y ) . d w g - C . 2 0 1 - 0 2 - 2 1 - 2 5 - 1 1 : 3 8 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.201 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- UTILITY PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 60'30'90' GENERAL UTILITY NOTES: 1.ONE WEEK PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE, IA. 2.ALL SITE UTILITIES SHALL BE BROUGHT WITHIN 5' OF THE BUILDING TO CONNECT TO PLUMBING CONTRACTORS WORK. 3.COORDINATE GAS, ELECTRIC, TELEPHONE AND FIBER OPTIC SERVICE WITH RESPECTIVE UTILITY COMPANIES. COSTS ASSOCIATED WITH RELOCATING THESE UTILITIES ON THE PUBLIC SIDE OF THE METER/BUILDING DEMARCATION POINT FOR THE PURPOSES OF CONSTRUCTION SHALL BE BY THE OWNER. COSTS FOR RELOCATING THESE UTILITIES ON THE PRIVATE SIDE OF THE METER/BUILDING DEMARCATION POINT SHALL BE PART OF THE CONTRACTOR'S BASE BID. 4.SEWER FLOW LINES, PIPE MATERIAL, & PIPE SIZES SHALL BE FIELD VERIFIED PRIOR TO INSTALLING PIPE OR ORDERING STRUCTURES. 5.FINAL LOCATION AND SIZE OF UTILITIES SERVICE LINES TO BE DETERMINED BY OWNER. 6.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES & STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. 7.REFER TO SHEET C.200 FOR UTILITY DETAILS. 8.ALL ROOF DRAINS SHALL BE TIED INTO STORM SEWER LINES. 9.ALL UNDERGROUND UTILITIES SHALL HAVE TRACER WIRE INSTALLED. CONSTRUCTION NOTES: PUBLIC SANITARY SEWER. RE: PUBLIC IMPROVEMENT PLANS. PUBLIC STORM SEWER. RE: PUBLIC IMPROVEMENT PLANS. PUBLIC WATER MAIN. RE: PUBLIC IMPROVEMENT PLANS. INSTALL 4" SEWER SERVICE LINE @ 1.00% MIN AND CONNECT TO EXISTING STUB. COORDINATE WITH MEP PLANS BEFORE INSTALLATION. INSTALL DOMESTIC WATER & FIRE SERVICE AND CONNECT TO EXISTING STUB. COORDINATE WITH MEP PLANS BEFORE INSTALLATION. COORDINATE ELECTRIC SERVICE CONNECTION WITH UTILITY COMPANY. CRITICAL UTILITY CROSSINGS. A B C D E F A A A B B B B B B D D D D D D D D D D D E E E E E E E E E E E D E D E D E D E D E D E D E D E D E D E D E D E D E D E D E E D E D E D D ED E D E D E D E D E D E D E D E D E D ED ED ED ED E D E D E D E D E B B A A A A A C C C G G G G G G G H H H INSTALL 6" SUBDRAINH F F F F F F F F FF F F F F F SIGN SIGN SIGN SIGN C SIGN E(D)E(D) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) G( D ) G(D) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) G( D ) C M M FO MM SIGN SIGN San(C)San(C)San(C)San(C)San(C)San(C)San(D)San(D)San(D) San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) Sa n ( D ) Sa n ( D ) Sa n ( D ) G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D)G(D) W(D)W(D)W(D) G(D)G(D)G(D) G( D ) TS(D)TS(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) EXIST FH/WV EXIST CWS EXIST CWS EXIST TS EXIST FB EXIST GVEXIST GVEXIST GV EXIST SAN MH RIM: 996.12 18" PVC FL: 963.02 (N&S) EXIST SAN MH RIM: 982.70 18" PVC FL: 960.00 (S) 18" PVC FL: 959.95 (N)BURIED EXIST SAN MH RIM: 996.87 (AS-BUILT) 18" PVC FL: 965.45 (E) (PER PLAN) 18" PVC FL: 965.20 (N) (PER PLAN) VERIFY FLOWLINE AND LOCATION M EXIST 18" PVC SAN EXIST 18" PVC SAN EXIST 18" PVC SAN EX I S T 1 8 " P V C S A N FFE=1007.83 3.6% 8 . 5 % 26. 4 % 32. 5 % 20 . 0 % 5. 6 % 3 . 5 % 7.0 % 4. 6 % 5.9 % 6.8 % 4. 4 % 4.6% 4 . 6 % 4. 6 % 6 . 4 % 6. 1 % 8.9 % 8.5 % 3 3 . 2 % 9. 6 % 2.6% 2. 8 % FF E = 1 0 0 8 . 2 9 FFE = 1 0 0 8 . 1 5 FFE=1002.81 FFE=1005.71 FFE=1007.45 FFE=1000.61 FFE = 1 0 0 0 . 1 9 FFE=1001.96 FFE=100 0 . 2 6 FFE=1002.40 FFE=1004.71 FFE=1007.26 FF E = 9 9 9 . 9 1 9.5% 10.5% 4.6% 22.9% 6. 6 % 11 . 6 % 2. 0 % 29.9 % 3.3% 4.1% 9 9 7 997 9 9 8 998 9 9 9 999 1 0 0 0 1 0 0 1 1 0 0 2 1 0 0 3 10 0 4 999 1000 1001 1002 997 998 9 9 9 99 9 999 9 9 9 999 1000 1000 1 0 0 0 1001 1001 10 0 1 1 0 0 2 1002 1 0 0 3 1003 1 0 0 4 1004 99 5 99 6 99 7 99 8 99 0 99 0995 995 10 0 0 100 5 990995 9 9 5 1 0 0 0 1005 9 9 8 9 9 7 N. WARRIOR LANE (120' R.O.W.) NW D O U G L A S P K W Y (1 2 0 ' R . O . W . ) B U I L D I N G F N. WARRIOR LANE (120' R.O.W.) NW D O U G L A S P K W Y (1 2 0 ' R . O . W . ) PARCEL ID 1228207002 CITY OF WAUKEE ZONING: R-4 PARCEL ID 1228226041CITY OF WAUKEE ZONING: COS PARCEL ID 1228207001 CITY OF WAUKEE ZONING: R-4 NW HOPEWELL COURT B U I L D I N G A BUILDING C BUILDING E BUILDING D BUILDI N G B BU I L D I N G G BU I L D I N G H BUILDING I BUILDING J BUILDING KBUILDING L BUI L D I N G M BUILDING N FFE=1000.61 FFE = 1 0 0 0 . 1 9 5.0% 2.6% 8.0 % 2 . 5 % 3.3 % 2.1 % 3. 8 % 5. 6 % Ø Ø Ø Ø Ø Ø Ø Ø Ø 8.9 % ?? ?2.4% 7.5 % 4. 6 % 7. 4 % 11 . 6 % 5.6 % 5. 0 % 8. 0 % 9. 6 % 9. 8 % 5. 1 % 5.6% 4.0% 4.9 % 5 . 7 % 5 . 0 % 8. 5 % Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 3 . 2 % DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g ) . d w g - C . 3 0 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.300 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- OVERALL GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 60'30'90' LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS.A A A A A A 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 177.84' N09°45'3 6 " E 57.22' N00°16'37"W 32 . 2 8 ' W(D)W(D) EXIST EB EXIST LP EXIST FH/WV EXIS T I N G T R A I L 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 177.84' N09°45'3 6 " E 57.22' N00°16'37"W 32 . 2 8 ' 144 . 7 0 ' N42 ° 1 5 ' 2 7 " W 177.84' N09°45'3 6 " E 57.22' N00°16'37"W 32 . 2 8 ' FF E = 9 9 9 . 9 1 FF E = 9 9 9 . 9 1 FF E = 9 9 9 . 9 1 FF E = 9 9 9 . 9 1 FF E = 1 0 0 0 . 2 6 FF E = 1 0 0 0 . 2 6 9 9 9 . 1 1 9 9 9 . 1 1 997 998999 100 0 100 0 1000 100 0 9 9 7 99 8 9 9 9 1 0 0 0 99 7 99 9 9 9 7 9 9 8 998 998 998 99 9 99 9 99 9 999 9 9 9 1 0 0 0 1001 99 8 9 9 8 99 8 9 9 8 99 8 998 999 998.96 998.96 998.96 998.96 998.96 9 9 8 . 9 6 998.96 9 9 9 . 1 1 9 9 9 . 5 8 9 9 9 . 5 8 9 9 9 . 1 1 9 9 9 . 2 0 999.20 9 9 9 . 1 1 9 9 9 . 1 1 9 9 9 . 5 8 9 9 9 . 5 8 999.20 999.11 9 9 9 . 1 1 9 9 9 . 5 8 999.58 9 9 7 . 7 8 9 9 7 . 4 6 9 9 7 . 3 9 9 9 7 . 7 1 9 9 6 . 3 6 9 9 6 . 1 6 997.06 997.14 9 9 7 . 1 9 9 9 7 . 2 8 INT-103 TOP OF CURB EL: 996.59 INT-200 TOP OF CURB EL: 996.59 SMH-101 RIM: 997.76 9 9 7 . 3 1 9 9 6 . 8 6 9 9 8 . 1 6 9 9 8 . 2 4 9 9 7 . 7 4 9 9 7 . 6 7 9 9 9 . 4 6 9 9 9 . 4 6 9 9 9 . 4 6 9 9 9 . 4 6 9 9 9 . 9 3 9 9 9 . 9 3 9 9 9 . 9 3 9 9 9 . 9 3 9 9 9 . 3 1 9 9 9 . 3 1 9 9 9 . 3 1 9 9 9 . 3 1 6.9 % 3.9 % 7.5 % 3.1 % 3.1 % 3.1 % 3.1 % 7.1 % 5.5 % 4.0 % 3.7 % 2. 9 % 3. 1 % 5. 6 % 6. 8 % 3. 1 % 3. 1 % INT-104 TOP OF CURB EL: 998.79 1 0 0 1 . 8 5 1002.32 1 0 0 2 . 3 2 1 0 0 2 . 0 1 3. 5 % PARCEL ID 1228207002 CITY OF WAUKEE ZONING: R-4 B U I L D I N G A BUILDI N G B 9 9 7 . 1 1 9 9 7 . 0 3 9 9 6 . 3 8 9 9 6 . 1 0 9 9 7 . 2 5 9 9 7 . 4 3 9 9 7 . 6 8 9 9 8 . 2 0 9 9 8 . 4 1 9 9 8 . 6 2 9 9 9 . 5 6 9 9 9 . 3 5 9 9 9 . 4 3 9 9 9 . 6 4 9 9 9 . 2 1 9 9 9 . 1 3 9 9 8 . 6 1 9 9 8 . 6 7 9 9 8 . 4 2 9 9 8 . 1 9 9 9 8 . 1 3 9 9 8 . 3 7 1 0 0 1 . 1 6 1 0 0 1 . 1 6 1 0 0 1 . 1 9 1 0 0 1 . 1 6 1001.16 1 0 0 1 . 1 6 1 0 0 1 . 1 6 1001.191 0 0 1 . 1 6 1001.16 4.2 % 10 . 7 % 6. 2 % 4. 6 % 4. 0 % 3. 8 % 3. 4 % 3. 5 % 3.6% 6. 0 % 8.5% 9.2 % 6.5% 5.1% 4.6% 5.1 % 2. 0 % 2. 0 % 2.0 % 2.0 % 2.0 % 2.0 % 18.0 % 4.9 % 999.20 9 9 9 . 2 0 999.66 999.66 999.66 999.66 9 9 9 . 5 5 999.55 1 0 0 0 . 0 1 1 0 0 0 . 0 1 9 9 9 . 5 5 999.55 1 0 0 0 . 0 1 1 0 0 0 . 0 1 1002.40 1 0 0 2 . 3 6 1 0 0 2 . 1 7 1 0 0 2 . 4 0 1001.251 0 0 1 . 2 5 1001.251 0 0 1 . 2 5 1001.251 0 0 1 . 2 5 9 9 9 . 1 4 999.14 999.14 999.49 1 0 0 1 . 1 9 999.56 999.42 997.20 998.67 997.56 997.03 1000.51 2. 0 % 5.0 % 2. 0 % OVERFLOW ROUTE 997.66 997.39 997.16 9 9 7 . 2 3 9 9 6 . 2 1 9 9 7 . 2 3 9 9 7 . 2 7 9 9 6 . 0 9 9 9 6 . 7 7 9 9 7 . 4 3 9 9 7 . 8 0 9 9 7 . 4 3 9 9 6 . 9 7 9 9 7 . 3 2 9 9 7 . 1 0 4.4 % 2.3% 4.0% 22.9% 4.1% 33.4% 4.3% 998.59 998.88 9 9 8 . 8 7 998.89 998.59 998.96 999.06 998.63 999.23 999.08 999.42 998.94 999.73 1000.99 1 0 0 1 . 1 4 1000.53 997.12 997.02 9 9 7 . 3 4 9 9 7 . 5 5 997.00 997.56 997.87 999.16 2.0 % 2.0 % 2. 0 % 2. 3 % Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 100-YEAR PONDING ELEV:996.69 998.61 997.94 Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 998.35 997.83 OVERFLOW ROUTE Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 9 9 6 . 9 8 9 9 6 . 6 2 SMH-102 RIM: 997.39 9 9 6 . 3 4 996.50 9 9 7 . 1 2 9 9 7 . 1 2 9 9 6 . 8 4 996.91 996.66 998.65 998.56 2 . 0 % DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g D e t a i l s ) . d w g - C . 3 0 1 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.301 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 20'10'30' LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS.A A A A A A A 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E EXISTING TRAIL 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E 68.66'N07°38'13"W 80.9 2 ' N18° 1 2 ' 2 9 " E 107.23'N02°38'00"W 81. 2 5 ' N2 3 ° 5 4 ' 4 8 " E FF E = 1 0 0 2 . 4 0 FF E = 1 0 0 2 . 4 0 FF E = 1 0 0 2 . 4 0 FF E = 1 0 0 2 . 4 0 FF E = 1 0 0 4 . 7 1 FF E = 1 0 0 4 . 7 1 FF E = 1 0 0 4 . 7 1 FF E = 1 0 0 4 . 7 1 FF E = 1 0 0 7 . 2 6 FF E = 1 0 0 7 . 2 6 FF E = 1 0 0 7 . 2 6 FF E = 1 0 0 7 . 2 6 FF E = 1 0 0 7 . 8 3 9 9 0 99 1 99 2 99 3 99 4 99 5 99 6 99 7 99 8 99 9 10 0 0 10 0 1 10 0 2 10 0 3 1 0 0 4 1 0 0 5 1 0 0 5 1 0 0 5 1 0 0 6 10 0 6 997 998 998 999 999 1000 1000 1 0 0 1 1 0 0 1 10 0 1 10 0 1 10011001 1 0 0 2 1 0 0 2 10 0 2 1002 100 3 10 0 3 1003 1004 1004 1001 1001 100 1 1 0 0 2 1 0 0 3 1003 10 0 2 100 3 1004 99 1 99 2 99 3 99 4 99 5 9 9 6 9 9 7 9 9 8 . 3 7 9 9 8 . 5 6 9 9 8 . 7 7 9 9 9 . 2 0 9 9 9 . 6 1 9 9 9 . 4 1 1 0 0 0 . 5 5 1 0 0 0 . 3 5 1 0 0 0 . 1 4 9 9 9 . 7 1 9 9 9 . 7 9 1 0 0 0 . 2 2 1 0 0 0 . 4 3 1 0 0 0 . 6 2 9 9 9 . 5 0 9 9 9 . 5 8 9 9 9 . 3 8 9 9 9 . 3 1 1 0 0 1 . 8 5 1 0 0 1 . 8 5 1002.32 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1001.88 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 1 . 8 5 1 0 0 1 . 8 5 1 0 0 1 . 8 8 1 0 0 1 . 8 5 1 0 0 1 . 8 5 1 0 0 2 . 0 6 1 0 0 2 . 0 6 1 0 0 2 . 3 6 1 0 0 2 . 3 0 1 0 0 2 . 3 0 1 0 0 2 . 3 6 1 0 0 2 . 0 1 1 0 0 2 . 0 1 9. 5 % 7. 7 % 4. 0 % 4. 0 % 4. 0 % 3. 8 % 3. 1 % 3. 1 % 3. 7 % 1 0 0 0 . 8 6 1 0 0 0 . 4 3 1 0 0 1 . 3 7 1 0 0 1 . 8 0 1 0 0 1 . 8 7 1 0 0 1 . 4 4 1 0 0 2 . 2 1 1 0 0 2 . 1 3 1 0 0 1 . 1 9 1 0 0 1 . 6 5 1 0 0 2 . 5 9 1 0 0 2 . 6 6 1 0 0 3 . 9 1 1 0 0 3 . 9 1 1 0 0 4 . 3 8 1 0 0 4 . 3 8 1003.94 1 0 0 3 . 9 1 1 0 0 3 . 9 1 1 0 0 3 . 9 1 1 0 0 4 . 3 8 1 0 0 4 . 3 8 1 0 0 3 . 9 1 1 0 0 3 . 9 1 1 0 0 4 . 3 8 1 0 0 4 . 3 8 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 1 0 0 4 . 2 2 SMH-100 SMH-200 4. 7 % 8. 5 % 4. 0 % 4. 0 % 3. 1 % 3. 1 % 3. 1 % 3. 1 % 1 0 0 3 . 1 1 1 0 0 2 . 6 9 1003.42 1003.42 1 0 0 4 . 0 0 1 0 0 4 . 0 5 1 0 0 4 . 6 2 1 0 0 5 . 1 7 1 0 0 5 . 1 7 1 0 0 6 . 8 5 1 0 0 6 . 8 5 1 0 0 5 . 1 7 1 0 0 6 . 8 5 1 0 0 6 . 8 5 1 0 0 5 . 1 7 1 0 0 6 . 8 5 1 0 0 6 . 8 5 1 0 0 5 . 1 7 1 0 0 5 . 1 7 1 0 0 4 . 3 7 9 9 7 . 8 7 9 9 7 . 8 7 9 9 7 . 8 5 9 9 7 . 8 5 9 9 7 . 8 5 9 9 7 . 8 5 9 9 7 . 9 5 9 9 7 . 9 5 6. 4 % 5. 3 % 2. 8 % SMH-201 RIM: 1003.61 1. 2 % 1. 0 % 1. 0 % 1. 0 % B U I L D I N G F BUILDING C BUILDING E BUILDING D FF E = 1 0 0 7 . 8 3 1 0 0 5 . 7 5 1005.75 1007.42 1007.42 1 0 0 7 . 4 2 1007.42 1 0 0 5 . 7 5 1005.75 1 0 0 5 . 2 7 1 0 0 5 . 0 8 1 0 0 4 . 6 1 1 0 0 4 . 5 7 1 0 0 4 . 2 4 1 0 0 4 . 3 0 1003.51 1003.79 3.2% 4.6 % 4.7% 1.0 % 1.0% 1006.20 1 0 0 6 . 1 9 1 0 0 5 . 4 9 1 0 0 4 . 7 2 1 0 0 4 . 6 7 1.0% 1.0% 4.3%4.3% 9 9 8 . 5 1 8 . 5 % 3.8% 4.4% 4.2% 8 . 5 % 31.4% 27.4% 25.2% 2. 0 % 1.1 % 1 . 1 % 2. 0 % 5. 5 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 29.6 % 31 . 3 % 8.5 % 20.6% 32.6% 3 . 6 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 26. 4 % 26. 4 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 8.8% 1002.36 1 0 0 2 . 1 7 1 0 0 2 . 1 7 1 0 0 1 . 9 4 1001.94 1 0 0 2 . 4 0 1 0 0 2 . 4 0 1001.94 1001.94 1 0 0 2 . 4 0 1 0 0 2 . 4 0 1001.94 1001.94 1002.17 1002.17 1002.36 1 0 0 2 . 4 0 1002.40 1 0 0 2 . 4 0 1002.40 1002.40 1002.40 1 0 0 4 . 4 6 1004.46 1 0 0 4 . 4 6 1 0 0 4 . 0 0 1 0 0 4 . 4 6 1 0 0 4 . 4 6 1 0 0 4 . 4 6 1004.001004.00 1 0 0 4 . 4 6 1004.46 1 0 0 4 . 0 0 1006.93 1 0 0 6 . 9 3 1 0 0 6 . 9 3 1005.261005.26 1005.26 1 0 0 5 . 2 6 1006.93 1006.93 1 0 0 6 . 9 3 1005.26 1005.26 1 0 0 6 . 9 3 1006.93 998.09 998.09 1007.51 1007.51 1007.51 998.66 1007.51 1005.84 1 0 0 5 . 8 4 1006.29 1 0 0 6 . 2 9 996.99 MATCH EXISTING 995.21 MATCH EXISTING 1001.88 1003.94 1 0 0 3 . 9 1 1003.94 1 0 0 5 . 2 0 1 0 0 5 . 2 0 1005.20 1 0 0 5 . 7 8 1006.14 1002.81 1003.12 995.75 4. 6 % 5 . 2 % 5.0 % 1 0 0 1 . 7 2 1001.78 1001.84 1001.82 1002.70 1001.85 1002.86 1003.87 1002.841004.101004.111004.08 996.67 997.79 997.79997.79997.91 1 0 0 4 . 6 6 1 0 0 5 . 4 6 1005.59 1006.02 1006.08 9 9 6 . 3 5 1 0 0 1 . 8 5 1002.74 1003.13 1 0 0 4 . 7 2 1 0 0 4 . 7 2 1 0 0 5 . 1 7 1 0 0 5 . 1 7 1 0 0 4 . 8 1 1 0 0 4 . 7 9 1 0 0 5 . 8 1 1006.04 2. 0 % 2. 0 % 2.8 % 2. 0 % 20 . 2 % 2.8 % Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 2.0% 3 . 2 % 33. 3 % 33. 3 % DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g D e t a i l s ) . d w g - C . 3 0 2 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.302 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 20'10'30' LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS.A 100 YR FLOOD ELEVATION = 989.66' OVERFLOW ELEVATION = 990.50' MOE = 992.00' A A FF E = 1 0 0 8 . 1 5 FF E = 1 0 0 8 . 2 9 9 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 9 9 3 9 9 4 9 9 5 9 9 6 9 9 7 99 8 99 9 10 0 0 10 0 1 10 0 2 10 0 3 1 0 0 4 1 0 0 5 1 0 0 6 1 0 0 7 1 0 0 7 9 8 7 9 8 8 9 8 9 99099 1 99 2 9 9 2 99 3 9 9 3 99 4 9 9 4 9 9 5 99 5 99 6 9 9 6 99 7 9 9 7 998 998 BUI L D I N G F PARCEL ID 1228207001 CITY OF WAUKEE ZONING: R-4 BUILDING G B U I L D I N G H F F E = 1 0 0 7 . 8 3 FF E = 1 0 0 8 . 2 9 FF E = 1 0 0 8 . 2 9 FF E = 1 0 0 8 . 2 9 100 7 . 8 8 100 7 . 8 8 100 7 . 8 8 100 7 . 8 6 100 7 . 8 8 100 7 . 8 8 0. 9 % 1. 0 % 1. 0 % 1. 0 % 998 . 9 4 998 . 9 4 998 . 9 4 998 . 5 1 998 . 5 1 998 . 5 1 998 . 5 1 999 . 0 7 999 . 0 7 999 . 0 7 999 . 0 7 2 . 0 % 2 . 0 % 1. 0 % 1. 0 % 1. 0 % 2. 0 % 2. 0 % 2. 0 % 2 9 . 9 % 2.8% 2. 8 % 29. 5 % 31 . 4 % 26.8% 2.0 % 2.0 % 2. 0 % 31 . 2 % 100 7 . 5 1 99 8 . 6 6 10 0 7 . 9 6 10 0 7 . 9 6 10 0 7 . 9 6 10 0 7 . 9 6 99 9 . 1 2 10 0 7 . 9 6 100 7 . 9 6 989.31 MATCH EXISTING 994.61 MATCH EXISTING 10 0 7 . 9 6 10 0 7 . 6 6 999 . 1 2 100 7 . 8 2 99 9 . 3 1 987.53 993.68 994.80 (T/W) 991.41 (B/W) 988.75 (T/W) 991.41 (B/W) 994.80 (T/W) 995.00 (T/W) 995.00 (T/W) 991.50 (T/W) 987.50 (B/W) 21 . 9 % 998 . 9 4 998 . 9 4 998 . 9 4 998 . 9 4 998 . 9 4 995.00 (T/W) 995.00 (T/W)986.00 (B/W) 992.05 (B/W) 991.89 (T/W) 995.22 (T/W) 999.04 (T/W) 995.00 (B/W) 995.00 (B/W) 999.04 (T/W) 994.80 (B/W) 998.85 (T/W) 998.85 (T/W) 998.80 (B/W) 99 7 . 7 0 99 7 . 3 7 99 6 . 3 5 99 8 . 7 1 99 8 . 7 8 99 8 . 7 8 99 4 . 4 7 998.78 99 4 . 9 9 99 5 . 4 1 99 4 . 9 9 DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g D e t a i l s ) . d w g - C . 3 0 3 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.303 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 20'10'30' LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS. RETAINING WALLS. DESIGN BY OTHERS. A B MOE = 992.00' 622.89' S00°22'55"W M San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C)San(C) San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) EXIST EXIST WOOD WALL24" 36" 622.89' S00°22'55"W 622.89' S00°22'55"W FF E = 1 0 0 2 . 8 1 FF E = 1 0 0 2 . 8 1 FF E = 1 0 0 2 . 8 1 FF E = 1 0 0 2 . 8 1 FF E = 1 0 0 5 . 7 1 FF E = 1 0 0 5 . 7 1 FF E = 1 0 0 7 . 4 5 FFE=1008.15 9849859869879889899909919929939949 9 5 9 9 6 9 9 7 99 8 999 9 9 9 1000 1 0 0 0 1001 1 0 0 1 1002 1 0 0 2 1003 1 0 0 3 10 0 4 10041005 1 0 0 5 1006 10 0 6 1007 100 7 1000 1000 1001 1001 1001 1 0 0 2 10 0 2 1 0 0 2 1 0 0 2 997 998 999 100 0 1002 1002 1003 1003 1004 1004 1 0 0 5 1005 100 0 1001 1002 1003 10 0 5 1 0 0 0 . 8 6 1 0 0 0 . 4 3 1 0 0 1 . 1 9 1 0 0 1 . 6 5 SMH-100 RIM: 1001.14 SMH-200 RIM: 1002.65 INT-105 TOP OF CURB EL: 1002.32 INT-106 TOP OF CURB EL: 1002.30 NW HOPEWELL COURT BU I L D I N G H BUILDING I BUILDING J BUILDING K 1 0 0 6 . 2 9 1 0 0 6 . 2 0 1 0 0 6 . 2 6 1 0 0 5 . 5 4 1 0 0 4 . 6 7 1 0 0 3 . 8 1 1003.86 1003.96 1004.76 1004.82 0.9% 1.0% 1.0%4.3% 3.9%4.0% 4.3% 4.0% F F E = 1 0 0 8 . 1 5 FF E = 1 0 0 7 . 4 5 FF E = 1 0 0 7 . 4 5 FF E = 1 0 0 7 . 4 5 1 0 0 7 . 7 4 1 0 0 7 . 7 4 1 0 0 6 . 0 6 1006.06 1004.76 1004.48 1006.06 1 0 0 6 . 0 6 1 0 0 7 . 7 4 1 0 0 7 . 7 4 1003.48 1004.70 1004.41 SMH-203 RIM: 1004.18 SMH-204 RIM: 1003.59 1004.28 1004.19 1003.171002.89 1 0 0 3 . 7 2 1 0 0 3 . 7 6 1 0 0 4 . 8 7 1 0 0 4 . 4 3 1 0 0 5 . 3 6 1 0 0 5 . 3 6 1 0 0 7 . 0 4 1 0 0 7 . 0 4 1 0 0 7 . 0 4 1 0 0 7 . 0 4 1 0 0 7 . 0 4 1 0 0 7 . 0 4 1 0 0 5 . 3 6 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 9 9 8 . 4 8 6. 0 % 4 . 6 % 4 . 2 % 1. 0 % 1. 0 % 3. 7 % 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1 0 0 5 . 1 4 1 0 0 5 . 1 4 1 0 0 5 . 1 4 1 0 0 5 . 3 0 1 0 0 5 . 3 0 1 0 0 5 . 3 0 1 0 0 5 . 3 0 1003.62 1 0 0 3 . 6 2 1003.62 1 0 0 3 . 6 2 1 0 0 2 . 4 1 1 0 0 1 . 9 8 1 0 0 2 . 3 3 1 0 0 1 . 9 0 1 0 0 0 . 9 6 1 0 0 1 . 3 9 1 0 0 2 . 4 8 1 0 0 2 . 4 8 1002.01 1 0 0 2 . 0 1 1002.01 1 0 0 2 . 4 8 1 0 0 2 . 4 8 1002.01 1 0 0 2 . 0 1 1002.01 1 0 0 2 . 0 4 1 0 0 0 . 7 9 1 0 0 0 . 5 9 1 0 0 0 . 4 0 9 9 9 . 9 6 9 9 9 . 7 7 9 9 9 . 5 7 1002.04 1 0 0 2 . 0 1 1002.01 1 0 0 2 . 4 8 1 0 0 2 . 4 8 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 0 . 7 2 1 0 0 0 . 5 2 9 9 9 . 5 8 9 9 9 . 7 8 9 9 9 . 3 8 1 0 0 0 . 3 2 9 9 9 . 8 9 9 9 8 . 9 5 9 9 9 . 6 9 9 9 9 . 5 0 9 9 8 . 7 5 9 9 8 . 5 6 4. 9 % 4. 0 % 1. 0 % 1. 0 % 8. 9 % 7. 4 % 5. 2 % 4. 0 % 4. 0 % 4. 0 % 3. 1 % 3. 1 % 3. 1 % 3. 1 % 2 9 . 1 % 2 9 . 1 % 3 0 . 1 % 2 9 . 7 % 5.5% 32.6% 2.8 % 9 . 2 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 9. 3 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 11.1% 2. 0 % 2. 0 % 20 . 0 % 1006.29 1 0 0 6 . 2 9 1006.29 1 0 0 6 . 2 6 1007.82 9 9 9 . 3 1 1007.82 1006.15 1006.15 1007.82 1 0 0 5 . 4 5 1005.451 0 0 5 . 4 5 1007.121007.121007.12 1007.04 1 0 0 5 . 4 5 1007.12 998.61 998.61 983.69 1002.56 1002.56 1002.48 1 0 0 2 . 1 0 1 0 0 2 . 1 0 1 0 0 2 . 5 6 1002.56 1002.10 1002.10 1002.561002.56 1002.10 1002.561002.56 1 0 0 2 . 1 0 1005.38 1003.71 1003.71 1005.38 1 0 0 5 . 3 8 1005.38 1 0 0 5 . 8 2 1 0 0 6 . 1 3 1 0 0 6 . 0 9 1 0 0 5 . 3 9 1005.391 0 0 5 . 3 9 1 0 0 3 . 6 5 1 0 0 2 . 0 4 2 0 . 8 % 1 0 0 2 . 3 3 1 0 0 2 . 4 2 1 0 0 2 . 6 6 1 0 0 3 . 6 0 1 0 0 3 . 3 2 1 0 0 3 . 2 5 1 0 0 2 . 6 5 995.00 (T/W) 995.00 (T/W) 984.75 (B/W) 4 . 6 % 5 . 7 % 5 . 7 % 4 . 6 % 995.00 (T/W) 995.00 (T/W) 7.9% 8. 6 % 4 . 6 % 4. 2 % 1 0 0 5 . 1 4 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 2 . 3 2 1 0 0 2 . 5 6 1002.56 1005.38 1 0 0 5 . 3 8 11.3% 17. 5 % 999.04 (T/W) 993.40 (B/W) 998.34 (T/W) 998.00 (B/W) 998.34 (T/W) 1006.23 1005.84 1006.15 1 0 0 5 . 6 6 1005.28 998.09 998.15 998.00 992.92 1003.70 1 0 0 4 . 8 2 1 0 0 4 . 6 0 1 0 0 3 . 3 2 1003.65 1 0 0 1 . 9 8 1001.43 1002.03 1 0 0 2 . 1 5 1006.051005.74 1006.04 1006.19 1006.05 1006.051005.76 1006.14 1 0 0 4 . 5 6 1 0 0 4 . 7 2 1 0 0 5 . 3 6 1005.361005.36 1005.36 1 0 0 5 . 3 6 1 0 0 3 . 6 6 1002.44 1 0 0 2 . 4 3 2. 0 % 21 . 1 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 6.0% 2.0% 9.5% 11.4% 6.3 % Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø 2 9 . 8 % 3 3 . 3 % 2.1% DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g D e t a i l s ) . d w g - C . 3 0 4 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.304 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 20'10'30' LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS.A A A A A 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 3 5 . 4 8 ' S 4 5 ° 0 3 ' 5 8 " W San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D)San(D) EXIST LP EXIST TS 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 3 5 . 4 8 ' S 4 5 ° 0 3 ' 5 8 " W 23 0 . 3 8 ' S8 9 ° 4 2 ' 5 8 " W 3 5 . 4 8 ' S 4 5 ° 0 3 ' 5 8 " W FF E = 1 0 0 0 . 6 1 FF E = 1 0 0 0 . 6 1 FF E = 1 0 0 0 . 6 1 FF E = 1 0 0 0 . 6 1 FF E = 1 0 0 1 . 9 6 FF E = 1 0 0 1 . 9 6 FF E = 1 0 0 1 . 9 6 FF E = 1 0 0 1 . 9 6 FF E = 1 0 0 0 . 1 9 FF E = 1 0 0 0 . 1 9 FF E = 1 0 0 0 . 1 9 FF E = 1 0 0 0 . 1 9 9 9 7 9 9 8 999 9 9 9 999 99 9 999 10 0 0 10 0 0 100 1 1 0 0 1 1 0 0 1 1 0 0 0 1 0 0 1 99799 8 998 999 999 999 999 99 9 999 1 0 0 0 TOP OF CURB EL: 998.79 INT-300 TOP OF CURB EL: 998.82 BUILDING L BUI L D I N G M BUILDING N 1002.01 1 0 0 0 . 5 3 1 0 0 0 . 5 3 1 0 0 0 . 3 0 1 0 0 0 . 3 0 1 0 0 0 . 5 7 1 0 0 0 . 5 1 1 0 0 0 . 5 1 1 0 0 0 . 5 7 1 0 0 0 . 3 0 1 0 0 0 . 3 0 1 0 0 0 . 5 3 1 0 0 0 . 5 3 1000.06 1 0 0 0 . 0 6 1000.09 1 0 0 0 . 0 6 1 0 0 0 . 5 3 1 0 0 0 . 0 6 9 9 7 . 8 9 9 9 7 . 7 2 9 9 8 . 0 8 9 9 8 . 4 5 1 0 0 0 . 0 6 1 0 0 0 . 5 3 1000.06 1 0 0 0 . 0 9 1 0 0 0 . 0 6 1000.06 9 9 8 . 8 4 9 9 8 . 6 4 9 9 8 . 7 6 9 9 7 . 8 7 9 9 7 . 6 3 9 9 8 . 5 7 9 9 8 . 3 7 9 9 7 . 5 5 9 9 7 . 2 6 9 9 7 . 9 9 9 9 6 . 9 0 9 9 7 . 6 3 9 9 7 . 8 0 9 9 9 . 6 1 9 9 9 . 6 1 999.61 9 9 9 . 6 1 999.61 9 9 9 . 6 1 999.61 9 9 9 . 6 1 9 9 9 . 8 6 9 9 9 . 8 6 999.39 9 9 9 . 3 9 9 9 9 . 8 6 9 9 9 . 3 9 9 9 9 . 3 9 9 9 9 . 8 6 9 9 9 . 8 6 9 9 9 . 8 6 999.39 9 9 9 . 3 9 9 9 8 . 4 2 9 9 8 . 4 5 999.39 9 9 7 . 1 9 9 9 7 . 1 1 9 9 7 . 3 5 9 9 7 . 1 5 9 9 7 . 2 3 9 9 7 . 4 3 9 9 9 . 3 9 1 0 0 1 . 6 3 1 0 0 1 . 6 3 1 0 0 1 . 6 3 1 0 0 1 . 6 3 1 0 0 1 . 6 3 1 0 0 1 . 6 3 1 0 0 1 . 4 7 1 0 0 1 . 4 7 1 0 0 1 . 4 7 1 0 0 1 . 4 7 1001.471 0 0 1 . 4 7 3. 8 % 3. 1 % 3. 1 % 3. 8 % 4. 3 % 7. 4 % 6. 5 % 4. 9 % 4. 0 % 3. 3 % 7.7 % 4.0 % 3.1 % 3.1 % 3.1 % 3.1 % 7.5 % 6.8 % 2. 0 % 1.1 % 1 . 1 % 2. 0 % 6.8 % 5. 6 % 7 . 2 % 4.9% 6 . 0 % 11.0% 2.7 % 2.7 % 2.7 % 2.7 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 3 . 5 % 2.6% 4.8 % 8.0 % 5.0% 5.6 % 1002.56 1000.61 1000.61 1 0 0 0 . 6 1 1 0 0 0 . 6 1 1 0 0 0 . 6 1 1000.611000.61 1000.381 0 0 0 . 3 8 1 0 0 0 . 1 5 1000.15 1000.611 0 0 0 . 6 1 1 0 0 0 . 1 5 1 0 0 0 . 1 5 1 0 0 0 . 1 5 1000.61 1000.61 1000.15 1000.381000.38 1000.611000.61 1 0 0 0 . 6 1 999.94 999.94 999.48 1001.71 1 0 0 1 . 7 1 1 0 0 1 . 7 1 1001.711001.711 0 0 1 . 7 1 1001.711 0 0 1 . 7 1 1001.711 0 0 1 . 7 1 999.48 999.48 999.48 999.94 999.94 999.94 999.94 999.94 1 0 0 0 . 1 3 1 0 0 0 . 1 3 1 0 0 0 . 1 3 1 0 0 0 . 0 9 9 9 9 . 4 2 9 9 9 . 4 2 9 9 9 . 4 2 1001.30 1001.24 2. 0 % 2.0 % 2. 0 % 2. 0 % 6. 2 % 7.2% 2 . 4 % 2 . 5 % 999.94 1001.47 1001.47 1001.43 1 0 0 0 . 9 3 999.98 1000.21 999.83 1000.69 999.64 999.72 999.16 999.49 999.55 9 9 9 . 2 8 1000.421001.271001.271001.271 0 0 1 . 2 9 999.50 2. 0 % 2.0% 27.7% 2.1 % 9.3% 6. 4 % 2.0 % 2.0 % 2.0 % 9 9 8 . 0 9 L P 998.30 LP Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø INT-201 NYLOPLAST DRAIN BASIN Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø OVERFLOW ROUTE OVERFLOW ROUTE 999.18 999.10 INT-202 NYLOPLAST DRAIN BASIN 9 9 6 . 6 8 9 9 6 . 4 6 DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 0 0 ( G r a d i n g D e t a i l s ) . d w g - C . 3 0 5 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.305 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- GRADING PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 20'10'30' A LEGEND TOC TOP OF CURB HP HIGH POINT LP LOW POINT T/W TOP OF WALL B/W BOTTOM OF WALL 2.0%PROPOSED SLOPE PROPOSED DRAINAGE PATTERN GENERAL GRADING NOTES 1.SLOPES SHALL NOT BE GREATER THAN 3:1. 2.GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 3.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. CONTRACTOR SHALL TARGET 1.5% CROSS SLOPE. 4.STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED ( A MINIMUM OF 6") & STOCKPILE AS PER PLAN. RESPREAD TOPSOIL AT LEAST 8" DEEP AS PER SPECIFICATIONS. 5.GEOTECHNICAL REPORT IS AVAILABLE UPON REQUEST. 6.RE: PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD GRADING & UTILITIES. CONSTRUCTION NOTES: PUBLIC STREET & UTILITIES. RE: PUBLIC IMPROVEMENT PLANS.A 100-YEAR ELEV.=987.69 100-YEAR ELEV.=987.65 SIGN SIGN SIGN SIGN C SIGN E(D) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) E( D ) C M M FO MM SIGN SIGN OH E OH E OH E OH E W(D)W(D) TS(D)TS(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D) EXIST LANE SHIFT TRUCK ROUTE SIGN EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST EB EXIST LP EXIST LP EXIST FH/WV EXIST WATER EDGE EXIS T I N G T R A I L EX I S T P C C T R A I L EX I S T P C C T R A I L EX I S T P C C EX I S T P C C EX I S T P C C EX I S T P C C EXISTING TRAIL EXIST BELL SIGN EXIST WOOD WALL EXIST EX I S T P C C T R A I L EXIST ACC EXIST ACC EXIST CWS EXIST CWS EXIST TS EXIST PP EXIST FB EXIST GAS SIGN 15"18" 36" 36" 24" 24" 36" M 996997997998998 9 9 9 99 9 999 999 10 0 0 1000 1000 1 0 0 0 100 0 10 0 1 1001 1001 10 0 1 1001 1 0 0 1 1001 10 0 2 1002 10 0 2 10041004 985 9 9 0 990 990 9 9 0 990 995 995 99 5 99 5 1000 10 0 0 1005 1005 997 9 9 7 997 997 9 9 8 998 9 9 8 998 9 9 8 998 998 99 8 998 9 9 9 999 9 9 9 999 999 1 0 0 0 1000 1 0 0 0 1001 100 1 1 0 0 1 1 0 0 2 1002 1 0 0 2 100 31003 1 0 0 3 10 0 4 1 0 0 5 995 10 0 0 100 5 99 8 99 9 10 0 0 10 0 1 1002 99 7 99 8 998999 STM-102 SW-401 (48in) w/18" ENVIROHOOD OR APPROVED EQUAL FLOOD FRINGE FLOOD FRINGE DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 3 1 0 ( S W P P P ) . d w g - C . 3 1 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.310 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ----STORMWATER POLLUTION PREVENTION PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 80'40'120' 11. CONSTRUCTION NOTES: INSTALL SILT FENCE OR COMPOST FILLED SOCK - TO BE REMOVED AT THE END OF THE PROJECT. INSTALL INLET PROTECTION - TO BE REMOVED AT THE END OF THE PROJECT. INSTALL CONCRETE WASH OUT AREA - TO BE REMOVED & RESTORED AT THE END OF THE PROJECT. INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL PIPE OUTLET EROSION PROTECTION PER SUDAS 9040.110 CLASS E RIP-RAP LOCATION OF STAGING AND MATERIALS STORAGE LOCATION OF WASTE MATERIALS LOCATION OF TOPSOIL STOCKPILE LOCATION OF ULTIMATE DISCHARGE INSTALL 1,422 SF OF EROSION CONTROL MATTING (SEE SHEET C.400 LANDSCAPE FOR SEEDING DETAILS) INSTALL 148,714 SF OF TYPE 4 (URBAN TEMPORARY EROSION CONTROL MIXTURE) WITH MULCHING A A A AA A A A B B B B C D A A A B B DALLAS COUNTY, CITY OF WAUKEE POLLUTION PREVENTION PLAN ALL CONTRACTORS/SUBCONTRACTORS SHALL CONDUCT THEIR OPERATIONS IN A MANNER THAT MINIMIZES EROSION AND PREVENTS SEDIMENTS FROM LEAVING THE PROJECT SITE. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE AND IMPLEMENTATION OF THE POLLUTION PREVENTION PLAN (PPP) FOR THEIR ENTIRE CONTRACT. THIS RESPONSIBILITY SHALL BE FURTHER SHARED WITH SUBCONTRACTORS WHOSE WORK IS A SOURCE OF POTENTIAL POLLUTION AS DEFINED IN THIS PPP. 1. SITE DESCRIPTION THIS POLLUTION PREVENTION PLAN (PPP) IS FOR WALNUT CROSSING IN WAUKEE, IOWA. THIS PPP COVERS APPROXIMATELY 5.68 ACRES WITH AN ESTIMATED 5.68 ACRES BEING DISTURBED. THE PORTION OF THE PPP COVERED BY THIS CONTRACT HAS 5.68 ACRES BEING DISTURBED. THE PPP IS LOCATED IN AN AREA OF CLARION-NICOLETT-WEBSTER SOIL ASSOCIATION. THE ESTIMATED AVERAGE CURVE NUMBER FOR THIS PPP AFTER COMPLETION WILL BE 85. REFER TO THIS SHEET, AND THE GRADING SHEETS FOR LOCATIONS OF TYPICAL SLOPES, DITCH GRADES, AND MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS. A COPY OF THIS PLAN WILL BE ON FILE AT THE PROJECT ENGINEER'S OFFICE. RUNOFF FROM THIS WORK WILL FLOW INTO POND AND ONTO LITTLE WALNUT CREEK. 2. POTENTIAL SOURCES OF POLLUTION SITE SOURCES OF POLLUTION GENERATED AS A RESULT OF THIS WORK RELATE TO SILTS AND SEDIMENT WHICH MAY BE TRANSPORTED AS A RESULT OF A STORM EVENT. HOWEVER, THIS PPP PROVIDES CONVEYANCE FOR OTHER NON-PROJECT RUNOFF THAT IS BEYOND THE CONTROL OF THIS PPP. POTENTIALLY THIS RUNOFF CAN CONTAIN VARIOUS POLLUTANTS RELATED TO SITE-SPECIFIC LAND USES. EXAMPLES ARE: RURAL AGRICULTURAL ACTIVITIES - RUNOFF FROM AGRICULTURAL LAND USE CAN POTENTIALLY CONTAIN CHEMICALS INCLUDING HERBICIDES, PESTICIDES, FUNGICIDES, AND FERTILIZERS. COMMERCIAL AND INDUSTRIAL ACTIVITIES - RUNOFF FROM COMMERCIAL, INDUSTRIAL, AND COMMERCE LAND USE MAY CONTAIN CONSTITUENTS ASSOCIATED WITH THE SPECIFIC OPERATION. SUCH OPERATIONS ARE SUBJECT TO POTENTIAL LEAKS AND SPILLS WHICH COULD BE COMMINGLED WITH RUNOFF FROM THE FACILITY. POLLUTANTS ASSOCIATED WITH COMMERCIAL AND INDUSTRIAL ACTIVITIES ARE NOT READILY AVAILABLE SINCE THEY ARE TYPICALLY PROPRIETARY. A B C D E 3. CONTROLS PRIOR TO BEGINNING GRADING, EXCAVATION, OR CLEARING AND GRUBBING OPERATIONS, SILT FENCE SHALL BE PLACED ALONG THE PERIMETER OF THE AREAS TO BE DISTURBED AT LOCATIONS WHERE RUNOFF CAN MOVE OFFSITE. VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION SHALL BE PRESERVED. AS AREAS REACH THEIR FINAL GRADE, ADDITIONAL SILT FENCE, SILT BASINS, COMPOST FILLED SOCKS, & INTERCEPTING DITCHES SHALL BE INSTALLED AS SPECIFIED IN THE PLANS AND/OR AS REQUIRED BY THE PROJECT ENGINEER. THIS WILL INCLUDE USING SILT FENCE OR EQUIVALENT AS DITCH CHECKS AND TO PROTECT INTAKES. TEMPORARY STABILIZING MULCH SHALL BE COMPLETED AS THE DISTURBED AREAS ARE CONSTRUCTED. IF CONSTRUCTION ACTIVITY IS NOT PLANNED TO OCCUR IN A DISTURBED AREA FOR AS LEAST 14 DAYS, THE AREA SHALL BE STABILIZED BY TEMPORARY MULCHING IMMEDIATELY. OTHER STABILIZING METHODS SHALL BE USED OUTSIDE THE SEEDING PERIOD. THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. AS THE WORK PROGRESSES, ADDITIONAL EROSION CONTROL ITEMS SUCH AS SEDIMENT TRAPS, AND OTHER APPROPRIATE MEASURES SHALL BE INSTALLED BY THE PRIME OR SUBCONTRACTOR AS DETERMINED BY THE ENGINEER AFTER FIELD INVESTIGATION. THE CONSTRUCTION WILL BE COMPLETED WITH THE ESTABLISHMENT OF PERMANENT PERENNIAL VEGETATION OF ALL DISTURBED AREAS. 4. OTHER CONTROLS CONTRACTOR DISPOSAL OF UNUSED CONSTRUCTION MATERIALS AND CONSTRUCTION MATERIAL WASTES SHALL COMPLY WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEM REGULATIONS. IN THE EVENT OF A CONFLICT WITH OTHER GOVERNMENTAL LAWS, RULES AND REGULATIONS, THE MORE RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY. 5. APPROVED STATE OR LOCAL PLANS DURING THE COURSE OF THIS CONSTRUCTION, IT IS POSSIBLE THAT SITUATIONS WILL ARISE WHERE UNKNOWN MATERIALS WILL BE ENCOUNTERED. WHEN SUCH SITUATIONS ARE ENCOUNTERED, THEY WILL BE HANDLED ACCORDING TO ALL FEDERAL, STATE AND LOCAL REGULATIONS IN EFFECT AT THE TIME. 6. MAINTENANCE THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES IN PROPER WORKING ORDER, INCLUDING CLEANING, REPAIRING, OR REPLACING THEM THROUGHOUT THE CONTRACT PERIOD. CLEANING OF SILT CONTROL DEVICES SHALL BEGIN WHEN THE FEATURES HAVE LOST 50% OF THEIR CAPACITY. 7. INSPECTIONS INSPECTIONS SHALL BE MADE JOINTLY BY THE CONTRACTOR AND THE CONTRACTING AUTHORITY (IF APPLICABLE) EVERY SEVEN CALENDAR DAYS. THE CONTRACTOR SHALL IMMEDIATELY BEGIN CORRECTIVE ACTION ON ALL DEFICIENCIES FOUND. THE FINDINGS OF THIS INSPECTION SHALL BE RECORDED IN THE SWPPP BOOKLET OR PROJECT DIARY. THIS PPP MAY BE REVISED BASED ON THE FINDINGS OF THE INSPECTION. THE CONTRACTOR SHALL IMPLEMENT ALL REVISIONS. ALL CORRECTIVE ACTIONS SHALL BE COMPLETED WITHIN 3 CALENDAR DAYS OF THE INSPECTION. 8. NON-STORM DISCHARGES THIS INCLUDES SUBSURFACE DRAINS (I.E. LONGITUDINAL AND STANDARD SUBDRAINS), SLOPE DRAINS AND BRIDGE END DRAINS. THE VELOCITY OF THE DISCHARGE FROM THESE FEATURES MAY BE CONTROLLED BY THE USE OF PATIO BLOCKS, CLASS A STONE OR EROSION STONE. 9. GENERAL NOTES A.THE ABOVE PLAN IS NOT THE COMPLETE STORM WATER PREVENTION PLAN (SWPPP), BUT RATHER A PART OF THE SWPPP THAT IS TO BE UPDATED REGULARLY BY THE CONTRACTOR. IT IS PRIME CONTRACTORS RESPONSIBILITY TO DEVELOP AND UPDATE THE SWPPP PLAN AS NEED AS WELL AS CONDUCT ANY NECESSARY INSPECTIONS IN ACCORDANCE WITH IOWA DNR, EPA, AND JURISDICTION GUIDELINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY DEFICIENCIES, CORRECTING THOSE DEFICIENCIES IMMEDIATELY AND DOCUMENTING SUCH WITH THE SWPPP. ALL EROSION CONTROL ITEMS SHALL BE REMOVED AT THE END OF THE PROJECT. B.ALL STOCK PILES NOT INTENDED TO BE REDISTRIBUTED IN 14 DAYS MUST BE SEEDED OR OTHERWISE CONTROLLED WITH EROSION CONTROL FEATURES IMMEDIATELY AFTER STOCK PILING. STOCK PILE LOCATIONS SHALL BE APPROVED BY THE OWNER. C.THE GENERAL CONTRACTOR SHALL PROVIDE CONTAINMENT OF ALL SOURCES OF POTENTIAL POLLUTION INCLUDING FUELING AREA, PORTABLE SANITARY FACILITIES, WASTE DEPOSITORY AREAS (DUMPSTER LOCATIONS), AND OTHER POLLUTION SOURCES. ALL AREAS WHERE CONCRETE TRUCKS ARE WASHED OUT SHALL BE DEFINED AND CONTAINED ON SITE. CONCRETE WASHOUT AREA SHALL BE CLEARLY MARKED AND THE CONTRACTOR SHALL CLEAN OUT THIS AREA PRIOR TO FINALIZING THE PROJECT (INCIDENTAL). ALL EROSION CONTROL DEVICES MUST BE MAINTAINED AS STATED IN THE POLLUTION PREVENTION PLAN. D.CONTRACTOR SHALL TAKE PRECAUTIONS TO INSURE THAT EQUIPMENT, VEHICLES, AND PLANTING OPERATIONS DO NOT DISTURB OR DAMAGE EXISTING GRADES, WALLS, DRIVES, PAVEMENT, UTILITIES, PLANTS, LAWNS, IRRIGATION SYSTEMS, AND OTHER FACILITIES. REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION ANY DAMAGED ITEM, WITHOUT ADDITIONAL COMPENSATION. E.THE CONTRACTOR SHALL PREVENT ACCUMULATION OF EARTH, SILTATION, OR DEBRIS ON ADJOINING PUBLIC OR PRIVATE PROPERTY FROM THE PROJECT SITE. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AT NO COST TO THE OWNER. TAKE REMEDIAL ACTIONS FOR PREVENTION, REPAIR, REPLACE, AND/OR RETURN TO ORIGINAL CONDITION, WITHOUT ADDITIONAL COMPENSATION. F.THE COST FOR THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. A A A A 10. GENERAL LAYOUT NOTES: 1.ANY DEBRIS THAT IS SPILLED ONTO PUBLIC RIGHT OF WAY SHALL BE PICKED UP AT THE END OF EACH WORK DAY AND PRIOR TO ANY RAIN EVENT. 2.PROJECT REQUIRES GP #2 AUTHORIZATION FROM IDNR AND COSESCO PERMIT. 3.2018 FEMA FLOODPLAIN MAPPING USED. E F G H I F G H I J J NORMAL POOL ELEV.=983.00 100-YEAR ELEV.=989.66 OVERFLOW ELEV.=990.50 K K K K K K K K K SIGN SIGN SIGN C SIGN MM SIGN W(D)W(D) EXIST LANE SHIFT TRUCK ROUTE SIGN EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST SIGNS EXIST FH/WV EXIST WATER EDGE EXIS T I N G T R A I L EX I S T P C C T R A I L EX I S T P C C T R A I L EX I S T P C C EX I S T P C C EXISTING TRAIL EXIST BELL SIGN EXIST WOOD WALL EX I S T P C C T R A I L 15"18" 36" 36" 24" 24" 36" FH FH RIP-RAP (SEE PUBLIC PLANS) DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 4 0 0 ( L a n d s c a p e ) . d w g - C . 4 0 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.400 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- LANDSCAPE PLAN Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N 0 GRAPHIC SCALE 60'30'90' LANDSCAPE NOTES: 1.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BASING BID ACCORDINGLY. 2.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN SPECIFIED PLANTING BEDS(SEE LANDSCAPE CONSTRUCTION NOTES) TO A DEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED. 3.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260-2004, OR MOST RECENT EDITION. 4.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE ENGINEER. 5.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 6.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE ENGINEER FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 7.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON DRAWINGS. 8.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. REMOVE STAKING AT END OF WARRANTY PERIOD. 9.ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS, SHALL BE SEEDED, FERTILIZED, AND MULCHED AS APPROVED BY THE OWNER. 10.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT 11.TREE HEIGHT REQUIREMENTS AT TIME OF PLANTING 11.1.DECIDUOUS OVERSTORY TREES SHALL BE A MINIMUM OF 8' IN HEIGHT 11.2.EVERGREEN TREES SHALL BE A MINIMUM OF 6' IN HEIGHT 11.3.ORNAMENTAL TREES SHALL BE A MINIMUM OF 6' IN HEIGHT LANDSCAPE CONSTRUCTION NOTES: SOD ORGANIC MULCH LANDSCAPE ROCK NO-DIG PLASTIC EDGING IN SPECIFIED AREAS TYPE 1 (LAWN MIXTURE) (SEE SHEET C.310 FOR EROSION CONTROL MATTING) A SITE INFORMATION: PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY.SIZE Deciduous Overstory Trees GD Gymnocladius dioicus ' Espresso'Espresso Kentucky Coffeetree(Male)23 2" B&B BN Betula nigra River Birch 14 2" B&B CC Carpinus caroliniana American Hornbeam 26 2" B&B MA Maackia amurensis Amur Maackia 23 2" B&B OVT Ostrya virginiana Autumn Treasure Hophornbeam 29 2" B&B Evergreen Trees AC Abies concolor Concolor Fir 21 6' B&B PP Picea pungens Colorado Blue Spruce 33 6' B&B AB Abies balsamea Balsam Fir 28 6' B&B Ornamental Trees AG Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance(Tree Form)50 1.5" B&B AP Acer pseudosieboldianum x palmatum ' Hasselkus'Northern Glow Maple 50 1.5" B&B Shrubs PO Physocarpus opulifolius 'Donna May'Little Devil Ninebark 12 #5 CNT TM Taxus x media Stonehenge Dark Druid 12 #5 CNT MINIMUM PLANTING QUANTITIES #ZONING DESCRIPTION REQUIRED PROPOSED 1 2 Trees per Dwelling Unit 96 Trees 96 Trees BUFFER REQUIREMENTS #ZONING DESCRIPTION REQUIRED PROPOSED 1 Per 50 Lineal Feet of Buffer(25 Foot Buffer = 1 Overstory, 2 Evergreen, & 2 Ornamental) 41 Overstory Trees 82 Evergreen Trees 82 Ornamental Trees 41 Overstory Trees 82 Evergreen Trees 82 Ornamental Trees 1 AP 1 GD 1 AP 2 AP2 AP 2 AP 2 GD AP 1 AP 1 AP 1 AP 2 AP 1 GD 2 2 GD BN 2 BN 2 2 BN 2 BN BN 1 1 BN1 GD GD 1 GD 1 2 CC 2 MA 2 AP 1 AP 1 CC 1 BN 1 BN 1 MA 1 GD 1 GD 1 CC MA 1 OVT 3 1 GD AC 5 AC 6 CC 1 CC 1 1 CC 3 OVT 3 AB 3 AB 6 ABAG 12 3 OVT1 CC5 OVT 2 MA 2 MA 2 MA 2 MA 2 MA 2 OVT 2 AP 2 AP 2 AP 2 AP 2 AP 2 AP 2 CC 2 CC 2 CC 1 CC 1 CC 2 AP 2 AP 1 AP 1 AP 1 GD 1 CC 1 AP 1 AP 1 MA 1 CC AB 2 AC 3 AC 4 5 PP 2 PP 2 PP 3 AB 1 GD 1 GD 1 GD GD 2 1 BN 1 CC 1 CC 1 OVT 3 OVT 1 CC BN 1 CC 1 CC 1 MA 1 AB 3 AG 2 AG 4 AB 3 PP 5 1 CC AG 1 AG 1 1 OVT 2 OVT PP 2 5 AG 2 AP 6 AG 1 AG 5 MA 1 AP 3 AG AC 3 PP 2 AG 1 AG 1 OVT 3 1 AG 1 AG 1 AG PP 7 AP 3 PP 5 PP 3 1 AP GD 1 CC 1 1 AG 1 AG 1 OVT AG 4 TOTAL SITE AREA = 247,565 SF(5.68 AC) TOTAL SOD AREA (INSIDE PROPERTY BOUNDARY) = 138,883 SF(56.09%) TOTAL SEED AREA (INSIDE PROPERTY BOUNDARY) = 3,697 SF (1.49%) TOTAL GRAVEL AREA (INSIDE PROPERTY BOUNDARY) = 2,964 SF (1.19%) TOTAL MULCH AREA (INSIDE PROPERTY BOUNDARY) = 288 SF (0.11%) TOTAL OPEN SPACE AREA (INSIDE PROPERTY BOUNDARY) = 145,832 SF (58.90%)(SOD-SEEDING-GRAVEL-MULCH) TOTAL IMPERVIOUS AREA (INSIDE PROPERTY BOUNDARY) = 101,733 SF(41.09%) TOTAL SOD AREA(OUTSIDE PROPERTY BOUNDARY) = 6,133 SF 1 OVT 1 MA 1 AP 1 CC CC 2 1 AP 1 MA OVT 1 1 AG 6 TM 6 PO PO 6 B B B B B 1 AG AB 2 1 AP 1 AP 1 AP 1 AP 1 AG 1 AG AB 2 1 GD 1 GD C C C C C C C C C C C C 6 TM C C C C C C C D D D D D D D D GD 2 D D DD D DD D D E A A A A A A A AA E A DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 5 _ S h e e t s \ S i t e P l a n & F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - C . 5 0 0 ( D e t a i l s ) . d w g - C . 5 0 0 - 0 2 - 2 1 - 2 5 - 1 1 : 3 9 a m - r w a 2 8 6 SHEET NO. PROJECT NO.CGA SITE PLAN & PRE PLAT FOR WALNUT CROSSING C.500 24-MS-0119 WAUKEE, IOWA---- ---- ---- ---- ---- ---- ---- ---- DETAILS www.cgaconsultants.com Clapsaddle-Garber Associates, Inc Toll Free (800) 542-7981 SLOPE AS PER PLANS 6" PCC PAVEMENT TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY (SPD) 2.0' BEYOND EDGE OF PAVEMENT 6" DRIVEWAY PCC PAVEMENT SECTION1 (DIMENSIONS ARE NOMINAL) 1 PLUG CLEANOUT CASTINGSEWER MAIN 7/8'' 9 7/8'' 6''9'' 7/8''15 5 8'' 45° BEND WYE 3 2 1 4'' MIN 1 4 2'' MIN CASTING CAP 2 #4 BAR (TYP.) 20'' MIN CONCRETE PAD 6'' PVC RISER STANDARD DUTY CASTING COMPLYING WITH AASHTO M 306. MARK LID WITH ''SANITARY'' OR ''SANITARY C.O.'' DO NOT ALLOW CASTING TO BEAR ON TOP OF RISER PIPE. 6-INCH PVC SERVICE PIPE THREADED PVC CAP OR IRON BODY FERRULE WITH BRASS SCREW PLUG 3 4 SANITARY SEWER CLEANOUT2 10' 10' to 12' ROW LINE LOCATION POST 22.5° TO 45° SERVICE LINE SLOPE SERVICE LINE SLOPE: 4 INCH: 2% TO 5% 6 INCH AND GREATER: 1% TO 5% UNDISTURBED EARTH WHEN REPLACING SERVICE STUB ONLY. CLASS 1 BEDDING MATERIAL WHEN REPLACING MAIN & SERVICE STUB 1 2 TEE OR WYE SANITARY SEWER MAIN SANITARY SEWER SERVICE STUB3 SUBGRADE MATCH PAVEMENT TO EXISTING THICKNESS AND TYPE EXISTING PAVEMENT EXISTING GRANULAR SUBBASE CLEAN 1/2"-1" ROCK, CONSOLIDATED 3 3 SIEVE 1 1/2" 1" 1/2" No. 4 No 8 PERCENT PASSING 100 95 TO 100 25 TO 60 0 TO 10 0 TO 5UNDISTURBED EARTH 2 CLASS 1 BEDDING MATERIAL CAP, PLUG, OR CONNECTION TO EXISTING SERVICE LINE WITH WATERTIGHT CONNECTION 1 4 4 CLEAN 1/2"-1" ROCK TO SIT A MINIMUM OF 6 MONTHS PRIOR TO PAVEMENT INSTALLATION. PAVING MAY BE INSTALLED WHEN THE FORECASTED TEMPERATURES REMAIN ABOVE 38° F FOR THE NEXT 5 DAYS. 3PIPE BEDDING FINAL TRENCH BACKFILL BURY DEPTH d D TRENCH BEDDING & BACKFILL FOR SERVICE LINES4 CLEAN 1/2"-1" ROCK, CONSOLODATED OD TW PAVEMENT Sa n Sa n Sa n Sa n W W W NOTES: 1.INSTALL 6' STEEL POST AT WATER BOX (BLUE PAINT) BURIED 3' DEEP. 2.INSTALL 2"x4" FROM SAN SERVICE CAP TO TWO FEET ABOVE GRADE (RED PAINT) 3.WHEN REQUIRED, ONE 6' STEEL POST AT STORM SERVICE (GREEN PAINT) BURIED 3' DEEP. 4.COORDINATE WITH MEP PLANS BEFORE INSTALLATION. NOT TO SCALE TYPICAL SERVICE LOCATIONS5 10 ' 24" 1' 1 1 / 4 " WA T E R 4" S A N I T A R Y RIGHT-OF-WAY CENTER OF LOT STREET LOT 52 " 7"14" 48 " BICYCLE REPAIR STATION6 SHEET NO. DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: PROJECT NO.DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 2 _ S u r v e y \ F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - F P . d w g - S h e e t - 1 - 0 2 - 1 1 - 2 5 - 1 : 0 3 p m - d r i t t e l CGA WALNUT CROSSING TOWNHOMES 1 OF 3 24-MS-0119 WAUKEE, DALLAS COUNTY, IOWA FINAL PLATDFR2/11/2025 Professional Land Surveyor under the laws of the State of Iowa. my direct personal supervision and that I am a duly Licensed and the related survey work was performed by me or under I hereby certify that this land surveying document was prepared date Pages or sheets covered by this seal:SHEETS 1, 2, & 3 Iowa License Number 15268 My License Renewal Date is December 31, 2025 Daniel F. Rittel, PLS IR L E TT .FLEINAD NESE DILC 15268 W AIO P R O F E S SIONAL L A N D S U R VEYOR 0 GRAPHIC SCALE 80'40'120' PREPARED FOR/DEVELOPER: GREATER DES MOINES HABITAT FOR HUMANITY P.O. BOX 716 DES MOINES, IA 50303 RYAN DOYLE REAL ESTATE & LAND DEVELOPMENT MANAGER PHONE: 515-329-6963 RECORD TITLEHOLDER: CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 PHONE: 515-978-7900 VICINITY MAP NOT TO SCALE PLAT BOUNDARY DESCRIPTION: Part of Outlots "X" and "Z" in PRAIRIE ROSE PLAT 2, an Official Plat, and part of Outlot "Z" in PRAIRIE ROSE PLAT 6, an Official Plat, all now included in and forming a part of the City of Waukee, Dallas County, Iowa, being more particularly described as follows: Commencing at the Northeast corner of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence South 00°(degrees) 22'(minutes) 55"(seconds) West, 241.98 feet along the East line of said Outlot "X" to the Point of Beginning; thence continuing South 00°22'55" West, 622.89 feet along the East line of said Outlot "X"; thence South 45°03'58" West, 35.48 feet along the Southeast line of said Outlot "X"; thence South 89°42'58" West, 230.38 feet along the South line of said Outlot "X" to the Southeast corner of said Outlot "Z" in PRAIRIE ROSE PLAT 2; thence South 89°43'23" West, 32.28 feet along the South line of said Outlot "Z"; thence North 00°16'37" West, 57.22 feet; thence North 42°15'27" West, 144.70 feet; thence North 09°45'36" East, 177.84 feet to and along the West line of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence North 07°38'13" West, 68.66 feet along the West line of said Outlot "X"; thence North 18°12'29" East, 80.92 feet along the West line of said Outlot "X"; thence North 02°38'00" West, 107.23 feet; thence North 23°54'48" East, 81.25 feet; thence North 45°18'40" East, 66.01 feet to the West line of said Outlot "X" in PRAIRIE ROSE PLAT 2; thence North 18°12'29" East, 31.51 feet along the West line of said Outlot "X"; thence South 89°41'09" East, 162.83 feet; thence South 46°03'32" East, 132.75 feet to the point of beginning. Containing 5.68 acres. ZONING & SETBACK REQUIREMENTS: R-4, ROW DWELLING & TOWNHOMES DWELLING DISTRICT BULK REGULATIONS DENSITY 3,500 SQUARE FEET PER UNIT. LOT WIDTH 20 FEET PER UNIT; 75 FEET OVERALL. FRONT YARD 30 FEET. REAR YARD 30 FEET FOR DWELLING; 40 FEET FOR OTHER PERMITTED USES. SIDE YARD A TOTAL OF 12 FEET FOR SINGLE UNIT TOWNHOMES. A TOTAL OF 15 FEET; ONE SIDE MAY BE REDUCED TO NOT LESS THAN 7 FEET; 15 FEET FOR ANY OTHER PRINCIPAL BUILDING. FOR THE PURPOSE OF DETERMING SIDE YARD REQUIREMENTS IN ROW DWELLINGS, THE ENTIRE ROW DWELLING STRUCTURE SHALL BE CONSIDERED TO BE ONE BUILDING. MAXIMUM HEIGHT 3 STORIES OR 40 FEET FOR PRINCIPAL BUILDING. 1 STORY OR 14 FEET FOR ACCESSORY BUILDING. FLOOR AREA 800 SQUARE FEET PER UNIT. INDEX LEGEND LOCATION:DALLAS COUNTY WAUKEE SEC. 28, T79N, R26W (NE 1/4) OUTLOTS X & Z, PRAIRIE ROSE PLAT 2 OUTLOT Z, PRAIRIE ROSE PLAT 6 PARCEL ID:1228207001, 1228207002, 1228226041 ASSOC. DOC:BK 2022, PG 24930 PRAIRIE ROSE PLAT 6 BK 2024, PG 00686 PRAIRIE ROSE PLAT 2 PROPRIETOR:CITY OF WAUKEE REQUESTED BY:GREATER DES MOINES HABITAT FOR HUMANITY PREPARED BY: RETURN TO: DANIEL F. RITTEL, PLS CLAPSADDLE-GARBER ASSOCIATES, INC, 2413 GRAND AVENUE DES MOINES, IOWA 50312 PHONE 515-288-4823 DRITTEL@CGACONSULTANTS.COM WALNUT CROSSING TOWNHOMES WAUKEE, DALLAS COUNTY, IOWA PLAT NOTES: 1.LOT A IS TO BE DEDICATED TO THE CITY OF WAUKEE FOR PUBLIC STREET RIGHT-OF-WAY. 2.OUTLOT Z IS TO BE OWNED AND MAINTAINED BY THE WALNUT CROSSING TOWNHOMES OWNERS ASSOCIATION. N W A R R I O R L N NW D O U G L A S P K W Y NE DOUG L A S P K W Y NE B A D G E R L N NE COYOTE DR NW P I K E C I R NE FOX RUN TRL NE B A D G E R L N N E D A R T M O O R D R NE BOBCAT DR N W 1 7 8 t h S T LITTL E NW CREEK D RWALNUT NW 1 8 3 r d S T NW WOODMOOR DR N W R O S E M O N T D R NW LAVELLE CT N W P R A I R I E R O S E L N NW P R A I R I E R O S E L N SITE NW 2 n d S T CLIVE WAUKEE N NE E L K R U N D R NE WOLFP A C K D R SHEET INDEX: 1.COVER SHEET, DESCRIPTION, NOTES, CERTIFICATION 2.BOUNDARY & LOT DIMENSIONS, CURVE DATA 3.EASEMENT DETAILS Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com N. WARRIOR LANE NW CORNER OUTLOT X, PLAT 2 1/2" IRON ROD ORANGE CAP #19515 (120' R.O.W.) NE CORNER OUTLOT X, PLAT 2 1/2" IRON ROD ORANGE CAP #19515 1/2" IRON ROD ORANGE CAP #19515 1/2" IRON ROD ORANGE CAP #19515 SW CORNER OUTLOT Z, PLAT 2 1/2" IRON ROD ORANGE CAP #19515 N CORNER OUTLOT Z, PLAT 2 1/2" IRON ROD ORANGE CAP #19515 1/2" IRON ROD ORANGE CAP #19515 1/2" IRON ROD ORANGE CAP #19515 S00°22'55"W 622.89'S 00°22'55"W 241.98' S8 9 ° 4 1 ' 0 9 " E 2 1 0 . 6 5 ' ( S 8 9 ° 3 7 ' 1 1 " E 2 7 0 . 7 4 ' ) S45°03'58"W 35.48' (S45°03'06"W 35.56') S8 9 ° 4 2 ' 5 8 " W 2 3 0 . 3 8 ' S89°43'23"W 32.28' N00°16'37"W 57.22' N42 ° 1 5 ' 2 7 " W 1 4 4 . 7 0 ' N09°45'36 " E 1 7 7 . 8 4 ' N24°48 ' 1 0 " W 2 2 2 . 9 3 ' ( N 2 4 ° 4 7 ' 5 5 " W 2 2 2 . 8 2 ' ) N07°38'13"W 68.66' N18°1 1 ' 3 4 " E 2 1 6 . 3 2 ' ( N 1 8 ° 1 2 ' 0 4 " E 2 1 6 . 4 0 ' ) N02°38'00"W 107.23' N18°12'29"E 31.51' N18°1 2 ' 2 9 " E 1 5 8 . 0 3 ' S8 9 ° 4 1 ' 0 9 " E 1 6 2 . 8 3 ' S46 ° 0 3 ' 3 2 " E 1 3 2 . 7 5 ' NW D O U G L A S P A R K W A Y (1 2 0 ' R . O . W . ) P.O.B. CITY OF WAUKEE BK 2022, PG 24932 PARCEL ID 1228226041 CITY OF WAUKEE BK 2022, PG 4454 PARCEL ID 1228207001 CITY OF WAUKEE BK 2013, PG 721 PARCEL ID 1228200007 CITY OF WAUKEE BK 2022, PG 4454 PARCEL ID 1228207002 60' SANITARY SEWER EASEMENT BK 2014, PG 15313 57' SANITARY SEWER EASEMENT BK 2013, PG 722 30' 10' PUBLIC UTILITY EASEMENT INSTR. NO. 2024-00686 15' PUBLIC UTILITY EASEMENT INSTR. NO. 2024-00686 N18° 1 2 ' 2 9 " E 8 0 . 9 2 ' N2 3 ° 5 4 ' 4 8 " E 8 1 . 2 5 ' N 4 5 ° 1 8 ' 4 0 " E 6 6 . 0 1 ' SE CORNER OUTLOT Z, PLAT 2 1/2" IRON ROD ORANGE CAP #19515 S8 9 ° 4 3 ' 2 3 " W 5 0 . 5 8 ' ZONING: COS ZONING: R-4 ZONING: R-4 ZONING: COS N00°16'37"W 57.22' C1 C2 N02°05'24"E 216.10' 57. 0 0 ' RAD I U S 60 . 0 0 ' R. O . W . 30 . 0 0 ' 27 . 7 2 ' 2.28' 30 ' S E T B A C K 30' S E T B A C K 30' SETBACK 30' SETBACK C3 C9 C4 C8 C5 C6 C7 N02°05'24"E 216.10' N02°05'24"E 276.92' 30' S E T B A C K 30' S E T B A C K 30' S E T B A C K LOT A OUTLOT Z N00°16'37"W 57.22' 42,258 SF AREA SF 10' PUBLIC UTILITY & SNOW STORAGE 10' PUBLIC UTILITY & SNOW STORAGE N6 0 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' N2 9 ° 1 3 ' 1 2 " E 8 8 . 0 0 ' N2 9 ° 1 3 ' 1 2 " E 8 8 . 0 0 ' N60 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' N6 0 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' 1 24. 0 0 ' 20. 0 0 ' 24. 0 0 ' 20. 0 0 ' 2 16 5 6 S F #0 0 0 0 138 0 S F #00 0 0 N60 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' 20. 0 0 ' 3 138 0 S F #0 0 0 0 N6 0 ° 4 6 ' 4 8 " W 6 9 . 0 0 ' 4 24. 0 0 ' 16 5 6 S F #00 0 0 20. 0 0 ' 24. 0 0 ' N7 9 ° 1 1 ' 5 8 " W 6 9 . 0 0 ' N10°48'02" E 4 8 . 0 0 ' N7 9 ° 1 1 ' 5 8 " W 6 9 . 0 0 ' 5 24.00' 24.00' #0 0 0 0 N7 9 ° 1 1 ' 5 8 " W 6 9 . 0 0 ' 6 24.00' 16 5 6 S F #0 0 0 0 24.00' 16 5 6 S F N10°48'02" E 4 8 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' N02°05'24"E 97.00' N02°05'24"E 97.00' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 7 28.50'20.00' 28.50' 8 22 5 2 S F #0 0 0 0 15 8 0 S F #0 0 0 0 N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 20.00' 9 15 8 0 S F #0 0 0 0 N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 10 28.50' 22 5 2 S F #0 0 0 0 20.00'28.50' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N02°05'24"E 88.00' N02°05'24"E 88.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 11 24.00'20.00' 24.00'20.00' 12 16 5 6 S F #0 0 0 0 13 8 0 S F #0 0 0 0 N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 20.00' 13 13 8 0 S F #0 0 0 0 N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 14 24.00' 16 5 6 S F #0 0 0 0 20.00'24.00' N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' N02°03'25"E 88.00' N02°03'25"E 88.00' N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' 15 24.00'20.00' 24.00'20.00' 16 16 5 6 S F #0 0 0 0 13 8 0 S F #0 0 0 0 N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' 20.00' 17 13 8 0 S F #0 0 0 0 N8 7 ° 5 6 ' 3 5 " W 6 9 . 0 0 ' 18 24.00' 16 5 6 S F #0 0 0 0 20.00'24.00'N44 ° 4 1 ' 2 0 " W 6 9 . 0 0 ' N 4 5 ° 1 8 ' 4 0 " E 4 8 . 0 0 ' N44 ° 4 1 ' 2 0 " W 6 9 . 0 0 ' 19 2 4 . 0 0 ' 2 4 . 0 0 ' #00 0 0 N44 ° 4 1 ' 2 0 " W 6 9 . 0 0 ' 20 2 4 . 0 0 ' 165 6 S F #00 0 0 2 4 . 0 0 ' 165 6 S F N 4 5 ° 1 8 ' 4 0 " E 4 8 . 0 0 ' 30' S E T B A C K N00°19'07"E 69.00' S8 9 ° 4 0 ' 5 3 " E 8 6 . 7 5 ' N00°19'07"E 69.00' N00°19'07"E 69.00' 21 24 . 0 0 ' 20 . 0 0 ' 24 . 0 0 ' 20 . 0 0 ' 22 1656 SF#0000 1380 SF#0000 N00°19'07"E 69.00' 20 . 0 0 ' 23 1380 SF#0000 N00°19'07"E 69.00' 24 22 . 7 5 ' 1570 SF#0000 20 . 0 0 ' 22 . 7 5 ' S8 9 ° 4 0 ' 5 3 " E 8 6 . 7 5 ' N46 ° 0 3 ' 3 2 " W 4 6 . 7 5 ' 26 24.0 0 ' 24.0 0 ' # 0 0 0 0 25 22.7 5 ' 1 5 7 0 S F # 0 0 0 0 22.7 5 ' 1 6 5 6 S F N46 ° 0 3 ' 3 2 " W 4 6 . 7 5 ' N 4 3 ° 5 6 ' 2 8 " E 6 9 . 0 0 ' N 4 3 ° 5 6 ' 2 8 " E 6 9 . 0 0 ' N 4 3 ° 5 6 ' 2 8 " E 6 9 . 0 0 ' N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' N00°22'55"E 88.00' N00°22'55"E 88.00' N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' 30 24.00'20.00' 24.00'20.00' 29 #0 0 0 0 16 5 6 S F #0 0 0 0 13 8 0 S F N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' 20.00' 28 #0 0 0 0 13 8 0 S F N8 9 ° 3 7 ' 0 5 " W 6 9 . 0 0 ' 27 24.00' #0 0 0 0 16 5 6 S F 20.00'24.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N02°05'24"E 48.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 32 24.00' 24.00' 16 5 6 S F N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 31 24.00' #0 0 0 0 16 5 6 S F 24.00' #0 0 0 0 N02°05'24"E 48.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N02°05'24"E 88.00' N02°05'24"E 88.00' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 36 24.00'20.00' 24.00'20.00' 35 #0 0 0 0 16 5 6 S F #0 0 0 0 13 8 0 S F N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 20.00' 34 #0 0 0 0 13 8 0 S F N8 7 ° 5 4 ' 3 6 " W 6 9 . 0 0 ' 33 24.00' #0 0 0 0 16 5 6 S F 20.00'24.00' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' N02°05'24"E 97.00' N02°05'24"E 97.00' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 40 28.50'20.00' 28.50'20.00' 39 #0 0 0 0 22 5 2 S F #0 0 0 0 15 8 0 S F N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 20.00' 38 #0 0 0 0 15 8 0 S F N8 7 ° 5 4 ' 3 6 " W 7 9 . 0 0 ' 37 28.50' #0 0 0 0 22 5 2 S F 20.00'28.50' N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' N20° 5 9 ' 2 7 " E 8 8 . 0 0 ' N20° 5 9 ' 2 7 " E 8 8 . 0 0 ' N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' 44 24.0 0 ' 20.00 ' 24.0 0 ' 20.0 0 ' 43 #0 0 0 0 16 5 6 S F #0 0 0 0 13 8 0 S F N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' 20.0 0 ' 42 #0 0 0 0 13 8 0 S F N6 9 ° 0 0 ' 3 3 " W 6 9 . 0 0 ' 41 24.0 0 ' #0 0 0 0 16 5 6 S F 20.0 0 ' 24.0 0 ' N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' N00°17'02"W 88.00' N00°17'02"W 88.00' N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' 48 24.00'20.00' 24.00'20.00' 47 #0 0 0 0 16 5 6 S F #0 0 0 0 13 8 0 S F N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' 20.00' 46 #0 0 0 0 13 8 0 S F N8 9 ° 4 2 ' 5 8 " E 6 9 . 0 0 ' 45 24.00' #0 0 0 0 16 5 6 S F 20.00'24.00' 25' LANDSCAPE B U F F E R 25' LANDSCAPE BUFFER EASEMENT 25 ' L A N D S C A P E B U F F E R E A S E M E N T PUBLIC STORM SEWER EASEMENT SEE DETAIL EASEMENT EASEMENT 25 ' 30 ' N00°17'02"W 26.97' 98 . 7 8 ' 10 3 . 8 8 ' 173.46'22.08'104.45'170.07'117.91'34.92'N8 9 ° 3 7 ' 0 5 " W 4 3 . 7 1 ' N8 9 ° 3 7 ' 0 5 " W 6 6 . 2 3 ' N8 9 ° 3 7 ' 0 5 " W 5 0 . 6 0 ' N8 9 ° 3 7 ' 0 5 " W 4 5 . 5 2 ' 47.3 8 ' 45 . 2 6 ' S33°38'41"E 18.07' S00°18'51"W 19.29' S43°56'28"W 22.48' S66°05'12"E 15.08' 31.9 1 ' S7 1 ° 4 7 ' 3 1 " E 5 6 . 7 6 ' 43.07' 14.97' 96.71' 56.97' S8 0 ° 1 4 ' 2 4 " E 4 6 . 5 3 ' S8 0 ° 1 4 ' 2 4 " E 5 9 . 3 4 ' S80°14'24"E 17.66' PUBLIC SIDEWALK EASEMENT SEE DETAIL N89°37'05"W 16.64' NW HOPEWELL COURT 30.00' PU B L I C S A N I T A R Y SE W E R E A S E M E N T SE E D E T A I L EASE M E N T 25' L A N D S C A P E B U F F E R E A S E M E N T N SHEET NO. DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: PROJECT NO.DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 2 _ S u r v e y \ F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - F P . d w g - S h e e t - 2 - 0 2 - 1 1 - 2 5 - 1 : 0 3 p m - d r i t t e l CGA WALNUT CROSSING TOWNHOMES 2 OF 3 24-MS-0119 WAUKEE, DALLAS COUNTY, IOWA FINAL PLATDFR2/11/2025 SE T 5/8" DIAMETER x 30" IRON REBAR w/YELLOW PLASTIC ID CAP (#15268) PLSS CORNER - 5/8" DIAMETER x 30" IRON REBAR w/YELLOW PLASTIC ID CAP (#15268) FO U N D PARCEL OR LOT CORNER (as noted) PLSS CORNER (as noted) LEGEND: (MONUMENT SYMBOLS ARE ORIENTED TO THE NORTH) #0000 STREET ADDRESS NUMBER ( )PREVIOUSLY RECORDED DIMENSION BEARING AND/OR DISTANCE R.O.W.RIGHT OF WAY P.O.B.POINT OF BEGINNING 0 GRAPHIC SCALE 80'40'120' Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com CURVE DATA CURVE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 ARC LENGTH 130.90' 122.72' 150.74' 104.13' 20.89' 274.33' 20.89' 141.32' 111.07' RADIUS 198.00' 198.00' 228.00' 168.00' 25.00' 57.00' 25.00' 228.00' 168.00' DELTA ANGLE 37°52'48" 35°30'48" 37°52'48" 35°30'47" 47°52'35" 275°45'10" 47°52'35" 35°30'47" 37°52'48" CHORD BEARING S18°39'48"W N19°50'48"E S18°39'48"W N19°50'48"E N21°50'53"W N87°54'36"W S26°01'42"W N19°50'48"E S18°39'48"W CHORD LENGTH 128.53' 120.77' 148.01' 102.47' 20.29' 76.46' 20.29' 139.07' 109.06' 3233363534 31 30' SANITARY SEWER EASEMENT BK 2013, PG 722 S00°22'55"W 219.46' N89°37'05"W 30.00' NE CORNER OUTLOT Z 1.00' 15'15' N8 7 ° 5 4 ' 3 6 " W 1 1 3 . 5 0 ' OUTLOT Z 26 25 30 29 28 27 13.36' 16.64' PU B L I C S A N I T A R Y S E W E R E A S E M E N T EAST LINE LOT A 1 S86°14'13"E 14.54' N42 ° 1 5 ' 2 7 " W 1 3 3 . 9 7 ' S59 ° 1 8 ' 3 2 " E 9 4 . 1 0 ' 20' PUBLIC STORM SEWER EASEMENT 10' 10' OUTLOT Z S CORNER OUTLOT Z WEST LINE LOT A 1 S CORNER OUTLOT Z WEST LINE LOT A OUTLOT Z N48°51'47"E 48.76'N42°15'27"W 41.86' 15' PUBLIC SIDEWALK EASEMENT 7. 5 ' 7. 5 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 25 30 29 28 27 32 31 36 35 34 3340393837 44 43 42 41 48 47 46 45 LOT A NW HOPEWELL COURT 25' LANDSCAPE B U F F E R 25' LANDSCAPE BUFFER EASEMENT 25 ' L A N D S C A P E B U F F E R E A S E M E N T 25' L A N D S C A P E B U F F E R E A S E M E N T EASE M E N T OUTLOT Z OUTLOT Z N8 9 ° 4 2 ' 5 8 " E 1 9 7 . 5 3 ' 12.5'12.5' 12 . 5 ' 12 . 5 ' 12 . 5 ' 12 . 5 ' 12.5'12.5' N00°16'37"W 12.50' N 4 5 ° 0 3 ' 5 8 " E 2 5 . 2 1 ' N00°22'55"E 612.39'8.36' N46 ° 0 3 ' 3 2 " W 1 2 2 . 3 9 ' 2. 5 2 ' 1 2 . 5 ' 1 2 . 5 ' N8 9 ° 4 1 ' 0 9 " W 1 4 8 . 7 3 ' 5.71' 5.71' 1 2 . 5 ' 12 . 5 ' 1 2 . 5 ' 1 2 . 5 ' S18°1 2 ' 2 9 " W 25.43' S 4 5 ° 1 8 ' 4 0 " W 6 6 . 6 6 ' 7.27 ' S23° 5 4 ' 4 8 " W 7 5 . 9 4 ' S02°38'00"E 106.58' 10.69' 26.64'54.30' 4.45' S18°1 2 ' 2 9 " W 8 0 . 3 5 ' S07°38'13"E 67.70 ' S09°45'36" W 1 7 3 . 6 5 ' S42 ° 1 5 ' 2 7 " E 1 2 5 . 7 6 ' 22. 0 3 ' 7.79' WEST LINE LOT A EAST LINE LOT A PLAT BOUNDARY PLAT BOUNDARY PLAT BOUNDARY PLAT BOUNDARY PLAT BOUNDARY PLAT BOUNDARY N SHEET NO. DRAWN: CHECKED: DATE: DATE: APPROVED:DATE: PROJECT NO.DESIGNED:DATE:REVISIONNO.DATEBY DATEBYREVISIONNO. J: \ 2 4 - M S - 0 1 1 9 \ d w g s \ 2 _ S u r v e y \ F i n a l P l a t \ 2 4 - M S - 0 1 1 9 - F P . d w g - S h e e t - 3 - 0 2 - 1 1 - 2 5 - 1 : 0 4 p m - d r i t t e l CGA WALNUT CROSSING TOWNHOMES 3 OF 3 24-MS-0119 WAUKEE, DALLAS COUNTY, IOWA FINAL PLATDFR2/11/2025 0 GRAPHIC SCALE 80'40'120' Clapsaddle-Garber Associates, Inc 2413 Grand Avenue Des Moines, Iowa 50312 Ph 515-288-4823 www.cgaconsultants.com DETAIL PUBLIC SANITARY SEWER EASEMENT DETAIL PUBLIC STORM SEWER EASEMENT DETAIL PUBLIC SIDEWALK EASEMENT DETAIL LANDSCAPE BUFFER EASEMENT