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HomeMy WebLinkAbout2022-10-03 J16A-D Iowa Clinic Waukee Plat 1_Preliminary Plat, CDs, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 3, 2022 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, construction drawings, final plat, and site plan for The Iowa Clinic Waukee FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat, construction drawings, final plat and site plan for a 8.27-acre commercial development located north of SE Tallgrass Lane and west of Grand Prairie Parkway. The project involves the platting of one lot for commercial development for the construction of a two-story medical office building. The building is 40,000 square feet in area and 38-feet in height. Access into the site will be provided off of SE Tallgrass Lane and off of the new public street to the north. The applicant has provided elevations for the proposed building on site. The design and materials are consistent with the Site Plan Ordinance. The construction drawings include the extension of a public street just to the north of the proposed lot as well as extensions of public utilities that will serve the proposed project. 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 September 27, 2022 and recommended approval: Senior Planner, Melissa DeBoer, presented the staff report, outlining the scope of the project. The applicant, TIC Properties, LLC is requesting approval of a preliminary plat, final plat and a site plan for a medical office building, located at the intersection of Grand Prairie Parkway and SE Tallgrass Lane, containing 8.27-acres. The project involves the construction of a medical office building, two-stories and 38-feet in height and approximately 40,000-square feet in area. The main entrance is shown on the south side of the building with a canopy. The site plan also shows an area for future expansion to the west. Ms. DeBoer explained that any future expansions would require a new site plan approval. Ms. DeBoer pointed out the locations of the trash enclosure, trash compactor, generator and monument sign locations. Ms. DeBoer explained that the final plat was 7.53-acres in area and includes the extension of Street Lot A on the north side of the property. Four accesses are proposed into the site – two from the north street and two from the south street. Two sections of 5-foot-wide sidewalks will be installed with the improvements. Pedestrian access has been provided from the public ways into the site. J16A-D The applicant is proposing 228 parking spaces, exceeding the 171 required spaces. The applicant is also providing the required number of bicycle parking spaces per the Kettlestone Design Guidelines. Public utilities exist in the immediate vicinity and will be extended into the site. Storm water detention will be provided with a detention pond along the west side of the lot. The applicant is providing 38.3% open space, exceeding the 20% required. Building elevations were provided for review and consist of metal wall panels, porcelain wall panels, brick veneer, stone veneer, fiber cement wall panels and aluminum storefront system. The elevations meet the site plan ordinance. Ms. DeBoer explained that the subject property is classified as Business Park in the Comprehensive Plan. Projects in this classification range in size from 15,000 to over 100,000-square feet in area and are 1-6 stories in height. Proximity to major road corridors is also an important factor. Ms. DeBoer stated that staff was recommending approval of the preliminary plat, final plat and site plan subject to remaining staff comments and review of the legal documents. Commissioner Koelker asked about the alignment of the new street north of the clinic. Mr. Kass explained that it would likely curve to the right and head north and connect with Westown Parkway. Motion was made by Alex Broderick to approve the Preliminary Plat as presented. The motion was seconded by Cherian Koshy. On voice vote: All ayes: Motion carries 5-0. Motion was made by Alex Broderick to approve the Final Plat as presented. The motion was seconded by Luke Streit. On voice vote: All ayes: Motion carries 5-0. Motion was made by Alex Broderick to approve the Site Plan. The motion was seconded by Luke Streit. On voice vote: All ayes: Motion carries 5-0 STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, construction drawings, final plat, and site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat/Site Plan IV. Final Plat V. Building Elevations PREPARED BY: Melissa DeBoer, Senior Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE PRELIMINARY PLAT FOR THE IOWA CLINIC WAUKEE 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 The Iowa Clinic Waukee on September 27, 2022; AND, WHEREAS, the Preliminary Plat for The Iowa Clinic Waukee 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 October, 2022 that the Preliminary Plat for The Iowa Clinic Waukee be approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE CONSTRUCTION DRAWINGS FOR THE IOWA CLINIC WAUKEE 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 The Iowa Clinic Waukee; 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 October, 2022 that the Construction Drawings for The Iowa Clinic Waukee be approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE FINAL PLAT FOR IOWA CLINIC WAUKEE PLAT 1 IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, TIC PROPERTIES, LLC and LOLOWAU, LLC, has requested final plat approval of Iowa Clinic Waukee Plat 1 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on September 27, 2022, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Iowa Clinic Waukee Plat 1 and the documents relating thereto will comply with section §176 – Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 3rd day of October, 2022, that the Final Plat for Iowa Clinic Waukee Plat 1 be and the same is hereby accepted and approved by the City Council of the City of Waukee. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and documents to be filed with the Plat: 1. Warranty Deed (Lot A); 2. Public Utility Easement; 3. Public Landscape Buffer Easement; 4. Public Access and Recreational Trail Easement; 5. Public Storm Sewer Easement; 6. Public Storm Water Detention Easement; and 7. MidAmerican Underground Electric Easement. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR THE IOWA CLINIC WAUKEE (1025 SE TALLGRASS LANE) 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 The Iowa Clinic Waukee, subject to remaining staff comments on September 27, 2022; AND, WHEREAS, the Site Plan for The Iowa Clinic Waukee is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for The Iowa Clinic Waukee 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 October, 2022 that the Site Plan for The Iowa Clinic Waukee is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Iowa Clinic Waukee / Iowa Clinic Waukee Plat 1 – Preliminary Plat/Site Plan & Final Plat PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: September 23, 2022 MEETING DATE: September 27, 2022 GENERAL INFORMATION Owner/Applicant: TIC Properties, LLC Owner’s Representative: Kelsey Scallon, Shive-Hattery, Inc. Request: The applicant is requesting approval of a preliminary plat, final plat, and site plan for a medical office building. Location and Size: Property is generally located north of SE Tallgrass Lane and west of Grand Prairie Parkway, containing approximately 8.27-acres. AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. September 23, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Business Park K-RC (Kettlestone Retail Community District) and K-OF (Kettlestone Office District) North Vacant - Undeveloped Neighborhood Commercial K-RC (Kettlestone Retail Community District) and K-OF (Kettlestone Office District) South Regional Detention Pond Park A-1 (Agricultural District) East Vacant - Undeveloped Business Park C-4 (Office Park Commercial District) West Kettlestone Greenway Open Space COS (Conservation and Open Space District) PROJECT DESCRIPTION The project involves the construction of a two-story medical office building. The building is 40,000 sq ft in area and 38-ft in height. The main entrance to the building is shown along the south side of the building with a canopy. The site plan also indicates a potential for a future expansion of the building to the west of the proposed building and future expansion of the parking lot along the south side of the site. Any proposed expansion would require site plan approval at that time. A trash enclosure, trash compactor enclosure and two generators are located to the north of the building. The generators are screened with a wall that matches the other enclosures. Two monument signs are proposed – one at the northeast corner of the site and one at the southeast corner of the site. The final plat includes one lot. The lot is 7.53 acres in area. The final plat also includes a street lot to the north of the proposed lot to be dedicated to the City of Waukee for a public street. Street Lot A is 0.75 acres in area. ACCESS AND PARKING Four accesses are proposed into the site from the surrounding public streets. Two are shown at the north side of the site and two are shown at the south side of the site. A 10-ft wide trail exists just to the east side of the site along Grand Prairie Parkway. A 5-ft wide sidewalk will be installed along the south side of the site along SE Tallgrass Lane and along the north side of the site along the new public street. Pedestrian connections are shown from the public sidewalks into the site at both the north and south sides of the site. Several internal sidewalks are shown to provide pedestrian accessibility across the site. A total of 171 parking spaces are required for the proposed site plan and they are providing 228 spaces, including 10 accessible spaces. Per the Kettlestone Design Guidelines a total of 6 bicycle parking spaces are required. They are providing the required bicycle parking spaces. UTILITIES Public utilities will be provided to the site. Storm water management will be provided with a detention pond located along the west side of the site. September 23, 2022 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 38.3%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mainly of metal wall panels, porcelain wall panels, brick veneer, stone veneer, fiber cement wall panels, and aluminum storefront system. COMPREHENSIVE PLAN The subject property is classified as Business Park which includes office or related uses, either arranged in formal “Business Park” settings or developments, or in smaller concentrations located throughout Waukee. The typical project size ranges from 15,000 to over 100,000 square feet and 1 to 6 stories in height. Proximity to major road corridors is an important locational factor. STAFF RECOMMENDATION The preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, Kettlestone Design Guidelines, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat, and site plan subject to remaining staff comments and review of the legal documents. 80 A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : PR O J E C T N U M B E R : IS S U E D A T E : P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 0 0 0 C O V E R S H E E T . d w g 9/ 2 0 / 2 0 2 2 1 2 : 4 2 : 3 0 P M C000 CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A 42 1 4 9 1 1 PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL: My License Renewal Date is: DECEMBER 31, Printed or typed name: License Number: Signature:Date I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED BELOW 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. ALL SHEETS KELSEY A. SCALLON 2023 25081 CIVIL ENGINEER - LOCATION MAPVICINITY MAP ENGINEER SHIVE-HATTERY, INC. ATTN: KELSEY SCALLON 4125 WESTOWN PARKWAY, SUITE 100 WEST DES MOINES, IA 50266 EMAIL: KSCALLON@SHIVE-HATTERY.COM PHONE: 515-223-8104 PROPERTY OWNER TIC PROPERTIES, LLC ATTN: NATE ESSER 5950 UNIVERSITY AVE STE 321 WEST DES MOINES, IA 50266 EMAIL: NESSER@IOWACLINIC.COM THE 2022 EDITION OF THE IOWA STATEWIDE URBAN DESIGN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. GR A N D P R A I R I E P A R K W A Y SE P A R K V I E W C R O S S I N G D R I V E SE WESTOWN P A R K W A Y SE TALLGRASS L A N E FO X C R E E K PROJECT LOCATION PROJECT LOCATION 1025 SE TALLGRASS LANE, WAUKEE, IOWA THE IOWA CLINIC WAUKEE - PRELIMINARY PLAT / SITE PLAN NORTH Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C001 GENERAL NOTES CD01 EXISTING CONDITIONS AND DEMOLITION PLAN C101 SITE PLAN C200 OVERALL GRADING PLAN C201 ENLARGED GRADING PLAN C202 ENLARGED GRADING PLAN C203 ENLARGED GRADING PLAN C204 ENLARGED GRADING PLAN C251 EROSION AND SEDIMENT CONTROL PLAN C252 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C301 UTILITY PLAN C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS AND NOTES LEGAL DESCRIPTION PARCEL 21-120 AS RECORDED IN BOOK 2022, PAGE 363 PARKING SUMMARY PARKING REQUIRED: TOTAL PARKING REQUIRED = MEDICAL OFFICE/CLINIC 3 SPACES / 1000 SF GFA 56,993 SF / 1000 SF = 171 SPACES TOTAL PARKING PROVIDED =228 SPACES (10 ACCESSIBLE) FUTURE PARKING REQUIRED = 93588 SF / 1000 SF = 281 SPACES FUTURE PARKING PROVIDED = 339 SPACES (10 ACCESSIBLE) BICYCLE PARKING REQUIRED = 3% OF REQUIRED PARKING 171 SPACES * (0.03) =5.13 = 6 SPACES BICYCLE PARKING PROVIDED =6 SPACES ZONING KETTLESTONE RETAIL COMMUNITY (K-RC) SETBACK REQUIREMENTS FRONT YARD =0 FEET SIDE YARD =0 FEET REAR YARD =0 FEET PROJECT DATA PROPOSED SITE CALCULATIONS: IMPERVIOUS AREA =202,305 SF (61.7%) PERVIOUS AREA =125,600 SF (38.3%) *THIS ACCOUNTS FOR FUTURE CONDITION TOTAL DISTURBED AREA = 9.3 ACRES TOTAL LOT AREA = 360,440 SF (8.27 ACRES) BUILDING USE = MEDICAL CLINIC/OFFICE BUILDING HEIGHT (MAX) =38'-4" NUMBER OF STORIES =2 FLOOR AREA RATIO =0.176 ACCORDING TO THE FLOOD INSURANCE RATE MAP - MAP NUMBER 19049C0355F PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND WITH AN EFFECTIVE DATE OF FEBRUARY 1, 2019, THIS SITE APPEARS TO BE LOCATED IN ZONE "X" (AREAS TO BE OUTSIDE 500 YEAR FLOOD PLAIN.), TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE SURVEYOR UTILIZED THE ABOVE REFERENCE FLOODPLAIN MAP FOR THIS DETERMINATION; FURTHERMORE, THE SURVEYOR DOES NOT CERTIFY THAT REVISED FLOODPLAIN INFORMATION HAS NOT BEEN PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY OR SOME OTHER SOURCE. FLOODPLAIN NOTE A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 0 0 1 G E N E R A L N O T E S . d w g 9/ 2 0 / 2 0 2 2 1 2 : 4 2 : 4 9 P M C001 GE N E R A L N O T E S -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A BOLLARD 910 909 MINOR CONTOUR MAJOR CONTOUR BUILDING STORM MANHOLE STORM INTAKES WATER VALVE ELECTRICAL LINE - UNDERGROUND STORM SEWER WATER SERVICE DESCRIPTIONEXISTING FIRE HYDRANT GAS SERVICE SANITARY SERVICE SANITARY MANHOLE RIGHT-OF-WAY LINE STORM OUTLET TREE LIGHT FIXTURE ELECTRIC TRANSFORMER BUILDING SETBACK LINE LOT LINE 910 909 PROPOSED GENERAL NOTES: SIGNAGE 7" P.C.C. PAVING 6" P.C.C. PAVING 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 2.PIPE LENGTHS SHOWN ARE CENTERLINE TO CENTERLINE OF STRUCTURES. 3.CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND REBUILDING MANHOLES AS NECESSARY TO MATCH FINAL GRADES. CHIMNEY SEALS SHALL BE USED. SANITARY SEWER CONSTRUCTION NOTES: 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 2.CONTRACTOR SHALL NOTIFY WAUKEE PUBLIC WORKS ONE WEEK PRIOR TO BUILDING CONSTRUCTION. 3.WATER TO BE INSTALLED WITH A MINIMUM COVER OF 5 FEET DEEP OR LOWER TO ACCOMMODATE UTILITY CROSSINGS. 4.CONTACT FIRE DEPARTMENT OF ANY CHANGES THAT AFFECT FIRE/EMERGENCY ACCESS TO SITE, BUILDING, FDC'S, PIV'S, HYDRANTS, AND FRONT DOORS. 5.ALL WATER LINE SHALL BE PVC C900. 6.ALL EXISTING AND PROPOSED HYDRANTS AND VALVES SHALL BE ADJUSTED TO FINAL GRADES. 7.CONTACT WAUKEE PUBLIC WORKS FOR ANYTHING AFFECTING WATER INFRASTRUCTURE. 8.ALL FIRE HYDRANTS SHALL HAVE 5-INCH STORZ FITTINGS. WATER LINE CONSTRUCTION NOTES: 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES AND WHETHER ADDITIONAL UTILITIES EXIST. 2.PIPE LENGTHS SHOWN ARE INSIDE EDGE TO INSIDE EDGE OF STRUCTURES. 3.RCP STORM SEWER PIPING TO HAVE WRAPPED JOINTS, AND PIPE TRENCHES WILL BE BACKFILLED WITH GRANULAR MATERIAL TO AID IN PAVEMENT SUBDRAINAGE. 4.CONTRACTOR TO MODIFY EXISTING INVERTS TO ACCOMMODATE NEW PIPE CONNECTIONS. 5.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING AND TELEVISING STORM SEWER WITHIN THE PROJECT AREA. 6.CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND REBUILDING STORM STRUCTURES AS NECESSARY TO MATCH FINAL GRADES. 7.WHERE RCP STORM SEWER CROSSES THE WATER SERVICE, PROVIDE O-RING GASKETS AT JOINTS ONE FULL LENGTH OF SEWER PIPE ON EITHER SIDE OF THE CROSSING. STORM SEWER CONSTRUCTION NOTES: 1.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 2.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL. 3.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 4.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 5.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 6.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 7.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SEEDED IMMEDIATELY. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY STOPPED AND SHALL NOT RESUME WITHIN 14 CALENDAR DAYS SHALL BE TEMPORARILY STABILIZED. 8.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 9.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 10.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE SEDIMENT CONTROL MEASURES (SILT FENCES, WATTLES, INLET PROTECTION, ETC.) TO PREVENT EROSION. 12.ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH A FILTER SACK. SEE DETAIL. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, INSPECTIONS AND REINSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE IOWA DNR ASSOCIATED WITH THE GENERAL PERMIT #2. 14.A SWPPP SHALL BE PREPARED AND SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. GRADING AND EROSION CONTROL NOTES:LEGEND 1.THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THIS DRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THIS DRAWING. THE VERIFICATION OF EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OF, UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S). 2.NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION. 3.IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. 4.THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 5.NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE. 6.PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 7.MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 8.SITE CLEAN-UP SHALL BE PERFORMED AT THE END OF THE DAY AND PRIOR TO A RAIN EVENT. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES. 9.ALL OPEN EXCAVATIONS SHALL BE PROTECTED. 10.REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA. 11.CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. 12.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. 13.REPAIR OR REPLACE EXISTING FACILITIES (CURBS, PAVEMENT, PAVEMENT MARKINGS, UTILITIES, ETC.) TO REMAIN, AT NO ADDITIONAL EXPENSE TO THE OWNER. 14.WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 15.ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. 16.NOT ALL DIMENSIONS REQUIRED TO CONSTRUCT IMPROVEMENTS ARE SHOWN ON THE DRAWINGS. 17.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION TO MEET REQUIREMENTS OF ALL REGULATORY AGENCIES. 18.CONTRACTOR TO COORDINATE ANY GRADE ADJUSTMENTS WITH THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 19.NO PONDING OF WATER WILL BE ACCEPTED ADJACENT TO OR ON ANY NEW PAVEMENT AREAS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTS THAT HAVE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THAT WATER WILL POSITIVELY DRAIN ACROSS THE PAVING OR OVERLAY. 20.STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER. 21.CONTRACTOR RESPONSIBLE FOR COORDINATING AND MINIMIZING DISTURBANCES THROUGHOUT CONSTRUCTION TO ACCOMMODATE EXISTING TRAFFIC FLOW. COORDINATE STAGING AND SCHEDULE OF IMPROVEMENTS WITH THE OWNER'S REPRESENTATIVE. OWNERS RESERVES THE RIGHT TO LIMIT CONSTRUCTION WORK AREA AS NEEDED TO FACILITATE OPERATIONS. 22.REMOVAL AND REPLACEMENT OF PAVEMENT SHALL BE DONE ON FULL OR HALF PANELS. REMOVE TO THE NEAREST JOINT. AREAS TO BE REMOVED SHALL BE VERIFIED IN THE FIELD BY ENGINEER. 23.ALL DISTURBED AREAS SHALL BE RESTORED BY SOD, INCLUDING ROW. 24.THIS SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE APPLICABLE ON THE DATE OF SITE PLAN APPROVAL. 25.THE REQUIRED LANDSCAPING, BOTH EXISTING AND PROPOSED, SHALL BE MAINTAINED FOR THE LIFE OF THE CERTIFICATE OF OCCUPANCY. 26.CONTRACTOR IS TO COMPLETE THE CITY OF WAUKEE WATER WORKS APPLICATION FOR NEW WATER SERVICE. 27.A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), THE CITY OF WAUKEE COSESCO PERMIT, AND IOWA DNR GENERAL PERMIT #2 WILL BE AVAILABLE TO THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COMPILE SAID DOCUMENTS PRIOR TO SCHEDULING A PRE-CONSTRUCTION MEETING AND PRIOR TO EARTH DISTURBING ACTIVITIES. 28.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR THE BUILDING OR PORTION OF A BUILDING AS SOON AS CONSTRUCTION COMMENCES ON THE BUILDING. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100-FEET OF ALL EXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. WITH PAVING INSTALLED PRIOR TO CONSTRUCTION STARTING TO GO VERTICAL THEN ACCESS IS MET. IF PAVING IS NOT INSTALLED THEN TEMPORARY MEANS MEETING THIS COMMENT SHALL BE SUBMITTED AND APPROVED. 29.ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN FACILITIES. ALL STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 30.ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION. 31.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 32.CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. 33.CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT AND CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TIE-INS. 34.ALL SIGNAGE SHALL REQUIRE SEPARATE REVIEW AND SIGN PERMIT APPROVAL. PROPERTY LINE 5" P.C.C. SIDEWALK 1.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. FIRE SAFETY CONSTRUCTION NOTE: EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 SAN MH RIM=1026.91 INTC RIM=1031.01 IE(E) =1026.24 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC RIM=1015.70 INTC RIM=1015.72 IE(N) =1010.63 STORM MH RIM=1015.83 IE(W) =1010.59 STORM DMH RIM=1018.29 IE(N) =1007.64 IE(S)=1007.54 IE(E)=1009.79 STORM MH RIM=1018.39 IE(N) =1007.57 IE(S)=1007.50 FES IE=1007.26 60" RCP FES IE=1007.45 60" RCP FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP FES IE=1012.04 36" RCP FES IE=1015.89 36" RCP 12" RCP 12" RCP 15" RCP 1 5 " R C P 18" RCP 8" PVC 18" PVC 1 8 " P V C SI D E W A L K OW N E R : C I T Y O F WAU K E E ZON I N G : A - 1 OW N E R : H R C WA U K E E , L C C Z O N I N G : K - M F - M E D OW N E R : C A L I B E R LA N D C O M P A N Y , L C C ZO N I N G : C - 4 EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - H I G H 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (BK 2 0 2 2 , P G 3 6 3 ) PAR C E L 2 1 - 1 2 1 (B K 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (B K 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L N GR A N D P R A I R I E P A R K W A Y EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 GRIND 75 LF EXISTING CURB FOR INSTALLATION OF SUDAS TYPE A ENTRANCE, SEE SITE PLAN AND DETAIL GRIND 75 LF EXISTING CURB FOR INSTALLATION OF SUDAS TYPE A ENTRANCE, SEE SITE PLAN AND DETAIL PROTECT EXISTING STORM INTAKE PROTECT EXISTING UTILITY PROTECT EXISTING PCC STREET PAVING PROTECT EXISTING PCC TRAIL LOCATE AND PROTECT EXISTING UTILITIES IN PUBLIC UTILITY EASEMENT AND JOINT UTILITY TRENCH PRIOR TO CONSTRUCTION PROTECT EXISTING UTILITY PROTECT EXISTING UTILITY PROTECT EXISTING STORM SEWER 1025 103 0 10 2 1 1022 1023 1024 1026 1027 1028 1029 1031 1020 1018 1019 1 0 2 0 10 2 5 10 3 0 10 1 9 1 0 2 1 10 2 2 10 2 3 10 2 4 10 2 6 10 2 7 1 0 2 8 1 0 2 9 1 0 2 0 1 0 2 5 1 0 1 7 101 7 10 1 8 10 1 9 1 0 2 1 1 0 2 2 1 0 2 3 1 0 2 4 1 0 2 6 1 0 2 7 1028 1 0 2 9 1 0 1 0 1 0 1 5 1 0 0 9 1 0 1 1 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 SEE PUBLIC IMPROVEMENT PLANS FOR DEMOLITION RELATED TO PUBLIC INFRASTRUCTURE LOCATE AND PROTECT EXISTING JOINT UTILITY TRENCH PROTECT EXISTING FIRE HYDRANT REMOVE AND RELOCATE EXISTING FIRE HYDRANT REMOVE AND RELOCATE EXISTING FIRE HYDRANT PROTECT EXISTING PCC STREET PAVING PROTECT EXISTING HYDRANT PROTECT EXISTING LIGHT POLE (TYP) LOT LINE (TYP) REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK AS NECESSARY FOR SANITARY CONNECTION REMOVE AND DISPOSE OF EXISTING PCC TRAIL AS NECESSARY FOR WATER CONNECTION 50.00' 15 . 0 0 ' 10.00' 5. 0 0 ' REMOVE AND DISPOSE OF EXISTING PCC TRAIL FOR TRAIL CONNECTION A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C D 0 1 E X I S T I N G C O N D I T I O N S A N D D E M O L I T I O N P L A N . d w g 9/ 2 0 / 2 0 2 2 1 2 : 4 3 : 3 7 P M CD01 EX I S T I N G CO N D I T I O N S A N D DE M O L I T I O N PL A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 SAN MH RIM=1026.91 INTC RIM=1031.01 IE(E) =1026.24 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC RIM=1015.70 INTC RIM=1015.72 IE(N) =1010.63 STORM MH RIM=1015.83 IE(W) =1010.59 STORM DMH RIM=1018.29 IE(N) =1007.64 IE(S)=1007.54 IE(E)=1009.79 STORM MH RIM=1018.39 IE(N) =1007.57 IE(S)=1007.50 FES IE=1007.26 60" RCP FES IE=1007.45 60" RCP FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP FES IE=1012.04 36" RCP FES IE=1015.89 36" RCP 12" RCP 12" RCP 15" RCP 1 5 " R C P 18" RCP 8" PVC 18" PVC 1 8 " P V C SI D E W A L K OW N E R : C I T Y O F WAU K E E ZON I N G : A - 1 OW N E R : H R C WA U K E E , L C C Z O N I N G : K - M F - M E D OW N E R : C A L I B E R LA N D C O M P A N Y , L C C ZO N I N G : C - 4 EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - H I G H 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (BK 2 0 2 2 , P G 3 6 3 ) PAR C E L 2 1 - 1 2 1 (B K 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (B K 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L N GR A N D P R A I R I E P A R K W A Y SE TALLGRASS L A N E GR A N D P R A I R I E P A R K W A Y 15 12 16 7 13 2830 8 15 6 15 15 10 9 15 15 14 14 15 14 14 8 3 11 15 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 25.00' 25 . 0 0 ' 19 . 0 0 ' 19 . 0 0 ' EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 EXISTING PUBLIC WATER MAIN EASEMENT PROPERTY LINE (TYP) 6" PCC PAVING (TYP) 6" PCC PAVING (TYP) 7" PCC PAVING (TYP) 5" PCC SIDEWALK (TYP) 5" PCC TRAIL (TYP)10' PUBLIC UTILITY EASEMENT 15' EXISTING PUBLIC UTILITY EASEMENT 10' PUE FUTURE PARKING FUTURE PARKING FUTURE PARKING REFER TO PUBLIC IMPROVEMENT PLANS FOR ROADWAY INFORMATION PROPERTY LINE (TYP) NORMAL POOL DETENTION LIMITS PROPERTY LINE (TYP) 25.00' R=1 0 . 0 0 ' R = 5 . 0 0 ' R = 1 0 . 0 0 ' R= 5 . 0 0 ' R=225.00' R=200.00' R=2 5 . 0 0 ' R = 1 0 . 0 0 ' R= 5 . 0 0 ' R=2 3 . 0 0 ' R = 4 . 0 0 ' R=1 0 . 0 0 ' R = 5 . 0 0 ' R= 1 0 . 0 0 ' R=5.0 0 ' R=5. 0 0 ' (TYP ) R=5 . 0 0 ' R = 1 0 . 0 0 ' R = 5 . 0 0 ' R= 1 0 . 0 0 ' R= 1 0 . 0 0 ' R= 1 0 . 0 0 ' R = 5 . 0 0 ' R=5.0 0 ' R=5 . 0 0 ' R = 5 . 0 0 ' R = 1 0 . 0 0 ' R=1 0 . 0 0 ' R=5 . 0 0 ' R = 1 0 . 0 0 ' R=2 0 . 0 0 ' R= 1 . 0 0 ' R = 1 . 0 0 ' R = 2 0 . 0 0 ' R = 5 . 0 0 ' R=3 . 0 0 ' R = 2 5 . 0 0 ' R = 5 . 0 0 ' R=5.00' R= 2 0 . 0 0 ' R= 5 . 0 0 ' R=9 9 . 0 0 ' R= 5 . 0 0 ' R = 4 . 0 0 ' R=5. 0 0 ' R = 5 . 0 0 ' R= 2 9 8 . 0 0 ' R = 2 9 8 . 0 0 ' 2 5 . 0 0 ' 1 7 . 5 0 ' ( T Y P ) 9.00' (TYP ) 17.5 0 ' (TY P ) 5" PCC SIDEWALK (TYP) 6" INTEGRAL PCC CUB (TYP) PEDESTRIAN SIDEWALK RAMP (TYP) 8.0 0 ' 6 . 0 0 ' R= 3 . 0 0 ' R = 5 . 0 0 ' R=18.0 0 ' R = 3 4 0 . 0 0 ' R=4.00' R= 3 5 7 . 0 0 ' TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS TRASH COMPACTOR ENCLOSURE, REFER TO ARCHITECTURAL PLANS TRANSFORMER PAD GENERATOR PAD R=143 . 0 0 ' SUDAS TYPE A DRIVEWAY, SEE DETAIL SUDAS TYPE A DRIVEWAY, SEE DETAIL FUTURE BUILDING ADDITION PROPOSED BUILDING 40,000 SF FOOTPRINT 228 PROPOSED PARKING STALLS 111 ADDITIONAL FUTURE PARKING STALLS HANDICAPPED PARKING SIGN AND SYMBOL (TYP) R=74 . 0 0 ' R = 2 3 . 0 0 ' 6" INTEGRAL PCC CURB AND SIDEWALK (TYP) 6" INTEGRAL PCC CURB AND SIDEWALK (TYP) NO CURB NO CURB 2 R=5 . 0 0 ' R = 5 . 0 0 ' CANOPY COLUMN (TYP) 9.00' (TYP) 8.00'5.00' 9. 0 0 ' (T Y P ) 25 . 0 0 ' 5.00'5.00' 8. 0 0 ' 5.00' 8. 0 0 ' 5. 0 0 ' 20 . 0 0 ' (T Y P ) 17 . 5 0 ' (T Y P ) 9.00' (TYP) 8. 0 0 ' 6.00'5.00' 25 . 0 0 ' 17 . 5 0 ' 24 . 5 0 ' 38 . 0 0 ' 24 . 0 0 ' 19 . 0 0 ' 19 . 0 0 ' 24 . 0 0 ' 17 . 5 0 ' 2. 0 0 ' R=5 . 0 0 ' 1 7 . 5 0 ' ( T Y P ) 17.5 0 ' 26.0 0 ' R = 3 5 . 0 0 ' 33.00' 9. 0 0 ' (T Y P ) 8.00' (TYP)9.00' (TYP) 8.00' (TYP) 5.00'8.00'5.00' R= 5 . 0 0 ' R = 2 0 . 0 0 ' 9.00' (TYP) 19 . 0 0 ' (T Y P ) 9.00' (TYP) 19 . 0 0 ' (T Y P ) 19 . 0 0 ' (T Y P ) 19 . 0 0 ' (T Y P ) 6" INTEGRAL CURB AND GUTTER (TYP) 6" INTEGRAL CURB AND GUTTER (TYP) 8. 0 0 ' 9. 5 0 ' 10.50' 9.50'6.00' R=5 . 0 0 ' BOLLARD (TYP) BOLLARD (TYP) R=225.00' R=200.00' R=185.00' 5.00' 8. 0 0 ' 8. 0 0 ' 17.50' 9. 5 0 ' DETECTABLE WARNING PANEL (TYP) R= 3 . 0 0 ' R=25.00 ' R=25.00' R=25.00 ' R=25.00' 1 0 . 0 0 ' ( T Y P ) SCREENING FOR GENERATOR PAD, REFER TO ARCHITECTURAL PLANS R = 3 6 3 . 0 0 ' R= 1 2 6 . 0 0 ' 5.0 0 ' (T Y P ) 15 2 . 6 7 ' 305.50' 11 6 . 0 0 ' R= 3 4 0 . 0 0 ' R=8 2 . 0 0 ' CONNECT TO EXISTING PCC TRAIL 9.50' (TYP) 9.00' 9.50' (TYP) 8.50' 17 . 5 0 ' (T Y P ) 24 . 0 0 ' 17 . 5 0 ' (T Y P ) 27 . 0 0 ' ONE-WAY, DO NOT ENTER SIGNS ONE-WAY, DO NOT ENTER SIGNS R=5 . 0 0 ' R = 5 . 0 0 ' ( T Y P ) AMBULANCE PARKING SIGN, COORDINATE WITH OWNER FUTURE PUBLIC ROADWAY EXTENSION, FOR REFERENCE ONLY 30.00' 30' LANDSCAPE BUFFER EASEMENT STORMWATER DETENTION EASEMENT 5' PUBLIC TRAIL EASEMENT 9.50' 9.00' (TYP) 5. 5 0 ' MONUMENT SIGN, BY OTHERS WAYFINDING SIGN, BY OTHERS 5. 5 0 ' WAYFINDING SIGN, BY OTHERS 2 4 . 0 0 ' MONUMENT SIGN, BY OTHERS 15 . 0 0 ' BICYCLE PARKING (QTY 6 SPACES) 10 . 8 5 ' 17.50' 17.50'26.50' 26.50' 10.00' 5. 0 0 ' 50.00' 2 0 . 0 0 ' PUBLIC STORM SEWER EASEMENT 10. 0 0 ' 15.00' ELECTRICAL EASEMENT 10' PUE PCC TRAIL, MATCH EXISTING THICKNESS AND ELEVATIONS 15 . 0 0 ' PCC SIDEWALK, MATCH EXISTING THICKNESS AND ELEVATIONS STORMWATER DETENTION EASEMENT STORMWATER DETENTION EASEMENT 30' LANDSCAPE BUFFER EASEMENT PROPERTY LINE (TYP) SUDAS TYPE A DRIVEWAY, SEE DETAIL SUDAS TYPE A DRIVEWAY, SEE DETAIL R=23 . 0 0 ' R = 3 0 . 0 0 ' R=25.00' R=23.00'R= 3 0 . 0 0 ' 8.50' 9.50' 9.50 ' (TY P ) 9.50' (TYP ) 9.50' (TYP ) 9.50' (TYP) R = 5 . 0 0 ' R= 1 0 . 0 0 ' 11 . 5 0 ' 9.50' (TYP) R= 3 0 . 0 0 ' BOLLARD (TYP) R=7 5 . 0 0 ' 19 . 0 0 ' 24 . 0 0 ' PCC STRUCTURAL STOOP, REFER TO STRUCTURAL PLANS (TYP) A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 1 0 1 S I T E P L A N . d w g 9/ 2 0 / 2 0 2 2 1 2 : 4 4 : 2 9 P M C101 SI T E P L A N -- - KA S CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH NOTE: FUTURE BUILDING AND PARKING ADDITIONS WILL REQUIRE SEPARATE SITE PLAN REVIEW AND APPROVAL AT TIME OF EXPANSION. EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 CP-CX CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 SAN MH RIM=1026.91 INTC RIM=1031.01 IE(E) =1026.24 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC RIM=1015.70 INTC RIM=1015.72 IE(N) =1010.63 STORM MH RIM=1015.83 IE(W) =1010.59 STORM DMH RIM=1018.29 IE(N) =1007.64 IE(S)=1007.54 IE(E)=1009.79 STORM MH RIM=1018.39 IE(N) =1007.57 IE(S)=1007.50 FES FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP FES IE=1012.04 36" RCP FES IE=1015.89 36" RCP FES IE=1011.22 36" RCP FES IE=1011.84 36" RCP 12" RCP 12" RCP 15" RCP 1 5 " R C P 18" RCP 8" PVC 18" PVC 1 8 " P V C OW N E R : C I T Y O F WA U K E E ZO N I N G : A - 1 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - M E D OW N E R : C A L I B E R LA N D C O M P A N Y , L C C ZO N I N G : C - 4 OW N E R : L O L O W A U LC C ZO N I N G : K - O F , K - R C EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 OW N E R : H R C WA U K E E , L C C Z O N I N G : K - M F - H I G H 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (B K 2 0 2 2 , P G 3 6 3 ) PAR C E L 2 1 - 1 2 1 (BK 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (B K 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L N GR A N D P R A I R I E P A R K W A Y 1 0 1 0 1 0 1 5 1 0 2 0 1 0 1 1 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 1 0 1 9 10 2 1 1 0 2 1 102 5 1022 1023 1024 1 0 2 5 1 0 3 0 1 0 2 4 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1 0 3 1 10 2 0 1 0 2 0 10 2 0 1025 1 0 1 7 1 0 1 8 1 0 1 8 1 0 1 8 1 0 1 9 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 2 10 2 2 10 2 3 1 0 2 3 1 0 2 4 PROPOSED BUILDING FFE = 1026.00 1020 1019 1021 1022 1023 1 0 2 6 10 2 7 10 2 8 10 2 9 10 2 5 1 0 3 0 1 0 2 1 10 2 2 102 3 10 2 4 10 2 6 10 2 7 10 2 8 1 0 2 9 1 0 3 1 10 1 5 10 2 0 10 1 1 10 1 2 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 10 2 1 10 2 2 1 0 2 2 10 0 5 1 0 1 0 1 0 1 5 10 0 4 10 0 6 1 0 0 7 1 0 0 8 1 0 0 9 1 0 1 1 1 0 1 2 10 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 7 1 0 1 8 1 0 1 8 10 0 9 NWL = 1012.00 OVERFLOW ELEVATION = 1016.50 TOP OF BERM = 1018.00 100 -YEAR ELEVATION = 1016.41 CPv ELEVATION = 1013.93 WQv ELEVATION = 1013.14 POND OVERFLOW LOCATION SE TALLGRASS L A N E GR A N D P R A I R I E P A R K W A Y REFER TO PUBLIC IMPROVEMENT PLANS FOR GRADING WITHIN THE PUBLIC RIGHT-OF-WAY 100-YEAR ELEVATION NORMAL WATER LEVEL GRADING LIMITS (TYP) EMERGENCY OVERFLOW ROUTE (TYP) EMERGENCY OVERFLOW ROUTE (TYP) 12' MAINTENANCE PATH 1023.55 1021.36 1022.10 102 4 . 5 8 1 0 2 1 . 9 3 10 2 2 . 3 9 102 4 . 0 7 1 0 1 9 . 1 9 10 2 0 . 0 9 1020.78 1021.86 1024.22 10 2 4 . 1 7 102 3 . 6 3 102 4 . 2 8 10 2 3 . 6 0 10 2 1 . 7 8 102 1 . 6 6 10 2 1 . 9 6 102 2 . 6 0 102 0 . 7 4 10 2 5 1023 102 4 10 2 6 1027 1025 1 0 2 3 1024 1026 10 2 7 10 1 0 10 0 9 10 1 1 10 1 2 10 2 1 102 2 102 3 1024 1023 1024 1 0 2 5 1 0 2 4 1 0 2 6 1 0 2 7 10 2 8 1025 1030 102 3 102 4 102 6 102 7 102 8 102 9 103 1 1031 10 3 2 1032 1 0 2 0 1 0 1 9 10 2 1 A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 0 0 O V E R A L L G R A D I N G P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 1 8 : 5 0 P M C200 OV E R A L L GR A D I N G P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH C202 C203 C204 C201 2' BELOW WATER LINE 3:1 3:1 NORMAL WATER LINE 1 BASIN EDGE 6' 3' BELOW WATER LINE 4:1 1.5' ABOVE WATER LINE PA R C E L 2 1 - 1 2 0 (B K 2 0 2 2 , P G 3 6 3 ) 102 4 . 5 3 T C 10 2 4 . 0 3 G U 1024.65 TC 1024.15 GU 1024.72 TC 1024.22 GU 10 2 4 . 6 2 T C 1 0 2 4 . 1 2 G U 1024.44 TC 1023.94 GU 1022.40 TC 1021.90 GU 1022.51 TC 1022.01 GU 1022.60 TC 1022.10 GU 10 2 2 . 6 0 T C 1 0 2 2 . 1 0 G U 1022.11 TC 1 0 2 1 . 6 1 G U 1021.73 TC 1021.23 GU 1023.39 TC 1022.89 GU 10 2 3 . 1 3 T C 1 0 2 2 . 6 3 G U 1023.57 T C 1023.07 G U 1025.43 TC 1024.93 GU 10 2 4 . 3 7 T C 1 0 2 3 . 8 7 G U 10 2 4 . 4 3 T C 1 0 2 3 . 9 3 G U 10 2 4 . 9 0 10 2 5 . 0 9 T C 1 0 2 4 . 5 9 G U 1025.11 T C 1024.61 G U TC = G U TC = G U 10 2 2 . 5 0 1 0 2 6 . 0 0 10 2 5 . 5 0 1025.38 1025.05 10 2 5 . 1 0 1023.66 1 0 2 4 . 9 0 1024.39 TC 1023.89 GU 102 4 . 5 6 T C 1 0 2 4 . 0 6 G U 1 0 2 0 10 1 9 10 2 1 10 2 2 10 2 3 10 2 4 1023 1024 102 5 . 8 9 1024.901024.90 1024.99 1 0 2 4 . 9 9 102 5 . 3 8 1 0 2 5 . 3 8 1025.70 102 5 . 4 9 1025.59 102 5 . 6 2 102 5 . 7 2 10 2 6 . 0 0 10 2 5 . 6 3 1025.58 1025.63 1025.62 10 2 1 . 4 0 T C 1 0 2 0 . 9 0 G U 10 2 2 . 1 2 T C 1 0 2 1 . 6 2 G U 1021.86 TC 1021.36 GU 1026.00 1 0 2 5 . 7 5 102 6 . 0 0 1 1 . 3 3 % 5.84 % SEE PUBLIC IMPROVEMENT PLANS FOR RIGHT-OF-WAY GRADING 1025.0 4 1 0 2 4 . 9 6 1024.94 1025.04 102 4 . 9 6 1024.94 1024.90 10 2 4 . 8 8 10 2 4 . 6 8 1 0 2 4 . 7 4 102 5 . 4 7 1025.42 1 0 2 5 . 6 3 PROPOSED BUILDING FFE = 1026.00 TOP OF PAD = 1026.00 10 1 0 10 1 5 10 2 0 10 0 9 10 1 1 10 1 2 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 10 2 1 10 2 2 1 0 1 0 1 0 1 5 1 0 2 0 1 0 0 8 1 0 0 8 1 0 0 9 1 0 1 1 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 1 0 1 9 10 1 0 10 1 5 1 0 0 6 1 0 0 7 1 0 0 8 1 0 0 9 10 1 1 10 1 2 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 8 1021.28 TC 1020.78 GU 10 2 2 . 3 6 T C 1 0 2 1 . 8 6 G U 1021.40 102 3 . 5 7 10 2 2 . 7 2 10 2 2 . 8 1 102 4 . 2 1 10 2 3 . 9 2 102 4 . 0 4 1 0 2 4 . 6 5 TC = G U 10 2 3 . 9 5 T C = G U 1 0 2 3 . 8 3 1 0 2 4 . 1 2 T C 1 0 2 3 . 6 2 G U LP LP HP 1 0 2 3 . 4 8 T C 1 0 2 2 . 9 8 G U 1. 5 0 % 1. 5 0 % 1.19% 3.02% 3.07% 6.16% 6.06% 1. 5 0 % 1. 5 0 % 1.21% H P 4:1 3:1 3:1 10 2 5 . 3 8 GRADING LIMITS (TYP) NORMAL WATER LEVEL 100-YEAR ELEVATION 1 0 2 5 . 5 0 102 5 . 5 0 1025.50 1023.63 0.49 % 1.5 0 % 1.4 4 % 1. 5 0 % 0.00% 0.69% 1. 0 0 % 1. 5 0 % 0.00% 0.00% 1. 5 0 % 0.45 % 1 0 2 5 . 0 1 102 5 . 1 0 6 . 2 2 % 12.10% 18 . 8 0 % 0.00% 0.00% 7. 7 5 % 7. 7 5 % 1. 5 0 % 1. 5 0 % 0.00% 1. 7 5 % 1. 7 5 % 0.00% 0.98% 1.00% 1. 5 0 % 1025.75 10 2 5 . 7 5 0.00% 1. 5 0 % 1. 5 0 % 0.00% 102 4 . 7 2 T C 1 0 2 4 . 2 2 G U 10 2 3 . 8 9 10 2 4 . 4 9 10 2 3 . 9 7 T C 1 0 2 3 . 4 7 G U 102 3 . 5 3 10 2 2 . 8 8 10 2 2 . 9 2 T C 1 0 2 2 . 4 2 G U 102 2 . 6 2 102 3 . 0 8 10 2 4 . 1 5 10 2 4 . 6 9 1022.07 1 0 2 3 . 6 1 1 0 2 3 . 9 8 1 0 2 5 . 6 0 1 0 2 5 . 9 0 1 0 2 7 . 7 1 1 0 2 7 . 5 1 1 0 2 7 . 3 3 1 0 2 6 . 3 6 1 0 2 6 . 1 6 1 0 2 5 . 9 8 1 0 2 5 . 3 6 1 0 2 3 . 0 0 1 0 2 2 . 8 0 1 0 2 2 . 3 2 1 0 2 3 . 2 4 1 0 2 2 . 7 6 SWALE, MINIMUM 2% SLOPE SWALE, MINIMUM 2% SLOPE H P 1022.06 TC 1021.56 GU LP LP 10' PUE 30' LANDSCAPE BUFFER EASEMENT PUBLIC STORM SEWER EASEMENT ELECTRICAL EASEMENT NWL = 1012.00 TOP OF BERM = 1018.00 OVERTOP ELEVATION = 1016.50 100-YEAR ELEVATION = 1016.41 A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 0 1 G R A D I N G P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 1 5 : 1 0 P M C201 EN L A R G E D GR A D I N G P L A N -- - KA S CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 SI D E W A L K PA R C E L 2 1 - 1 2 1 (B K 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (B K 2 0 2 2 , P G 3 6 5 ) EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 1025.71 TC 1025.21 GU 1025.94 TC 1025.44 GU 102 5 . 9 9 T C 1 0 2 5 . 4 9 G U 1026.15 TC 1025.65 GU 1025.61 TC 1025.11 GU 1027.04 TC 1026.54 GU 102 6 . 6 0 T C 1 0 2 6 . 1 0 G U 102 6 . 9 4 T C 1 0 2 6 . 4 4 G U 1 0 2 6 . 5 1 T C 1026.01 GU 1025.52 TC 1025.02 GU 1025.46 TC 1024.96 GU 1025.49 TC 1024.99 GU 10 2 5 . 8 1 T C 1 0 2 5 . 3 1 G U 10 2 5 . 4 0 T C 1 0 2 4 . 9 0 G U 102 5 . 1 7 T C 1 0 2 4 . 6 7 G U 10 2 4 . 4 7 T C 1 0 2 3 . 9 7 G U 1 0 2 4 . 3 5 T C 1023.85 GU 1024.24 TC 1023.74 GU 10 2 4 . 2 8 T C 1 0 2 3 . 7 8 G U 10 2 4 . 6 9 T C 1 0 2 4 . 1 9 G U 1024.98 TC 1024.48 GU 1024.87 TC 1024.37 GU 1 0 2 4 . 7 3 T C 1024.23 GU 10 2 5 . 2 6 T C 1 0 2 4 . 7 6 G U 10 2 5 . 1 5 T C 1 0 2 4 . 6 5 G U 1 0 2 5 . 0 3 T C 1024.53 GU 1024.13 TC 1023.63 GU 10 2 4 . 5 3 T C 1 0 2 4 . 0 3 G U 1024.65 TC 1024.15 GU 1024.72 TC 1024.22 GU 10 2 4 . 6 2 T C 1 0 2 4 . 1 2 G U 1 0 2 4 . 4 4 T C 1023.94 GU 1025.49 TC 1024.99 GU 10 2 5 . 3 1 T C 1 0 2 4 . 8 1 G U 10 2 5 . 3 4 T C 1 0 2 4 . 8 4 G U 1027.03 TC 1026.53 GU 1025.06 TC 1024.56 GU TC = G U 10 2 5 . 8 8 1025.74 TC 1025.24 GU 1024.93 TC 1 0 2 4 . 4 3 G U 1025.21 TC 1024.71 GU 102 4 . 9 8 T C 1 0 2 4 . 4 8 G U 10 2 4 . 9 0 T C 1 0 2 4 . 4 0 G U TC=GU 1025.71 1026.23 TC 1025.73 GU 1026.07 TC 1025.57 GU 1 0 2 5 . 9 5 102 5 . 9 5 102 6 . 0 0 1026.00 1025.75 1 0 2 4 . 7 6 1025.53 1025.61 PROPOSED BUILDING FFE = 1026.00 1024 10 2 5 10 2 4 10 2 6 10 2 7 10 2 8 1 0 2 9 1 0 2 5 1 0 3 0 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1 0 3 1 102 5 10 2 5 . 4 3 T C 1 0 2 4 . 9 3 G U 1 0 2 5 . 7 8 102 5 . 8 1 102 6 . 0 0 10 2 6 . 0 0 10 2 7 . 0 4 T C 1 0 2 6 . 5 4 G U 10 2 5 . 8 4 1 0 2 5 . 9 2 1026.00 102 5 . 9 1 10 2 6 . 0 0 10 2 5 . 9 0 10 2 5 . 9 0 10 2 6 . 0 0 10 2 6 . 0 0 10 2 6 . 0 0 10 2 6 . 0 0 10 2 5 . 9 0 10 2 5 . 8 9 102 5 . 4 9 1 0 2 5 . 6 8 1025.59 1 0 2 5 . 7 8 102 5 . 6 2 1 0 2 5 . 8 1 102 5 . 7 2 10 2 6 . 0 0 102 5 . 6 3 1 0 2 5 . 5 8 1025.63 1025.62 10 2 4 . 8 8 1 0 2 6 . 0 0 10 2 6 . 0 0 10 2 8 . 3 1 T C 1 0 2 7 . 8 1 G U 10 2 5 . 0 7 T C 1 0 2 4 . 5 7 G U TC = G U 10 2 4 . 5 8 TC = G U 102 4 . 6 2 1025.13 TC 1024.63 GU 1 0 2 5 . 2 9 10 2 5 . 2 4 10 2 5 . 3 1 1025.36 1024.17 TC 1023.67 GU TC = G U 10 2 3 . 7 3 TC = G U 10 2 3 . 6 8 1024.47 1024.54 102 4 . 5 3 102 4 . 5 9 10 2 6 . 0 0 1026.00 1 0 2 5 . 6 1 1025.75 1 0 2 6 . 0 0 1026.001026.00 1025.751025.75 1. 2 8 % 1. 5 0 % 0. 9 7 % 1.0 0 % 1.2 1 % 7.1 8 % 6.1 6 % 1. 0 0 % 1. 0 0 % 0. 7 8 % 7.5 0 % 7.7 5 % 1.5 0 % 1.5 0 % 2.0 7 % 10 2 5 . 4 7 1 0 2 5 . 4 2 1025.63 TOP OF PAD = 1026.00 TOP OF PAD = 1026.50 10 2 5 . 4 6 1025.34 TC 1024.84 GU 102 6 . 6 7 T C 1 0 2 6 . 1 7 G U 10 2 5 . 6 1 102 5 . 7 6 10 2 7 . 8 6 10 2 7 . 7 9 1025.69 SEE PUBLIC IMPROVEMENT PLANS FOR RIGHT-OF-WAY GRADING 10 2 4 . 0 5 T C 10 2 3 . 5 5 G U H P L P L P 1025.31 102 4 . 5 9 10 2 4 . 6 5 102 4 . 7 2 10 2 4 . 1 2 T C 1 0 2 3 . 6 2 G U LP HP 102 7 . 5 0 T C 1 0 2 7 . 0 0 G U 10 2 5 . 0 3 T C 1 0 2 4 . 5 3 G U CONTRACTOR TO LOCATE EXISTING JOINT UTILITY TRENCH AND ENSURE 3' MIN. COVER AT ALL TIMES GRADING LIMITS (TYP) 102 5 . 9 0 1025.95 TC= G U 10 2 5 . 8 3 TC= G U 10 2 5 . 7 5 10 2 6 . 0 0 102 5 . 8 8 0.04% 1. 5 0 % 1. 5 0 % 1. 5 0 % 1 0 2 5 . 9 5 102 5 . 9 8 1. 5 0 % 1.50% 1 . 5 0 % 1 . 5 0 % 1. 5 0 % 1.5 6 % 1.5 4 % 1. 4 7 % 1024.79 1 0 2 5 . 5 3 1025.54 1025.66 1025.69 1. 5 0 % 1.5 0 % 0.5 0 % 0.6 7 % 10 2 5 . 8 3 102 5 . 8 3 1.50% 1.50% 0. 0 0 % 1. 0 0 % 0.76% 0.29% 0.01% 0. 9 8 % 0. 0 0 % 2.3 3 % 1027.22 TC 1026.72 GU 1025.75 102 5 . 7 5 0.00% 1. 5 0 % 1. 5 0 % 0.00% 1025.18 TC 1024.68 GU 1 0 2 4 . 5 8 102 4 . 3 7 10 2 3 . 8 9 10 2 4 . 7 2 T C 1 0 2 4 . 2 2 G U 102 4 . 6 9 102 4 . 5 8 10 2 4 . 7 0 H P 1025.17 TC 1024.67 GU 10 2 5 . 0 8 10 2 5 . 2 6 10 2 4 . 6 7 T C 1 0 2 4 . 1 7 G U 1026.70 TC 1026.20 GU 10 2 4 . 7 9 T C 1 0 2 4 . 2 9 G U 1024.25 102 7 . 4 5 1027.37 102 5 . 3 2 T C 1 0 2 4 . 8 2 G U 1024.66 1024.90 REPLACE PCC TRAIL, MATCH EXISTING 102 6 . 4 1 SWALE 1023.79 ELECTRICAL EASEMENT 10' PUE 15' EXISTING PUBLIC UTILITY EASEMENT A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 0 1 G R A D I N G P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 1 5 : 5 1 P M C202 EN L A R G E D GR A D I N G P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH EXISTING 30' WATER LINE EASEMENT 10 2 4 . 8 8 T C 1 0 2 4 . 3 8 G U 1024.46 TC 1023.96 GU 1 0 2 4 . 9 3 T C 1024.43 GU 1024.73 TC 1024.23 GU 1023.97 TC 1023.47 GU 1023.78 TC 1 0 2 3 . 2 8 G U 10 2 3 . 8 3 T C 1 0 2 3 . 3 3 G U 1023.95 TC 1023.45 GU 1022.65 TC 1022.15 GU 10 2 3 . 0 8 T C 1 0 2 2 . 5 8 G U 10 2 3 . 1 3 T C 1 0 2 2 . 6 3 G U 1023.05 TC 1022.55 GU 1022.50 TC 1022.00 GU 1022.41 TC 1021.91 GU 1022.32 TC 1021.82 GU 1022.63 TC 1022.13 GU 1022 . 8 3 T C 102 2 . 3 3 G U 10 2 2 . 8 7 T C 1 0 2 2 . 3 7 G U 1023.54 TC 1023.04 GU 10 2 3 . 4 4 T C 10 2 2 . 9 4 G U 1023.4 7 T C 1022 . 9 7 G U 1023.73 TC 1023.23 GU 1024.25 TC 1023.75 GU 1024 . 4 4 T C 102 3 . 9 4 G U 10 2 4 . 4 8 T C 1 0 2 3 . 9 8 G U 1024.22 TC 1023.72 GU 10 2 4 . 2 3 T C 1 0 2 3 . 7 3 G U 1024.20 TC 1023.70 GU 1024.14 TC 1023.64 GU 102 4 . 5 7 T C 1 0 2 4 . 0 7 G U 1024.32 TC 1023.82 GU 1024.63 TC 1024.13 GU 1024.80 TC 1024.30 GU 102 5 . 0 1 T C 1 0 2 4 . 5 1 G U 1024.94 TC 1024.44 GU 1024.67 TC 1024.17 GU 10 2 4 . 8 1 T C 1 0 2 4 . 3 1 G U 1025 . 3 0 T C 102 4 . 8 0 G U 1025.25 TC 1024.75 GU 1025.29 TC 1024.79 GU 10 2 5 . 2 5 T C 1 0 2 4 . 7 5 G U 10 2 5 . 4 1 T C 1 0 2 4 . 9 1 G U 1025.19 TC 1024.69 GU 1025.07 TC 1024.57 GU 10 2 5 . 0 6 T C 10 2 4 . 5 6 G U 1025.1 3 T C 1024 . 6 3 G U 10 2 5 . 4 5 T C 1 0 2 4 . 9 5 G U 10 2 5 . 5 7 T C 1 0 2 5 . 0 7 G U 10 2 5 . 6 4 T C 1 0 2 5 . 1 4 G U 1 0 2 5 . 4 3 T C 1024.93 GU 1025.70 TC 1025.20 GU 1 0 2 6 . 6 5 T C 1026.15 GU 10 2 6 . 2 1 T C 1 0 2 5 . 7 1 G U 10 2 6 . 3 0 T C 1 0 2 5 . 8 0 G U 102 6 . 7 3 T C 1 0 2 6 . 2 3 G U 102 5 . 3 9 T C 10 2 4 . 8 9 G U 1025.71 TC 1025.21 GU 1025.94 TC 1025.44 GU 1022.75 TC 1022.25 GU 10 2 2 . 3 4 T C 1 0 2 1 . 8 4 G U 1022.50 TC 1022.00 GU 1022.47 TC 1021.97 GU 1021.20 TC 1 0 2 0 . 7 0 G U TC = G U 10 2 3 . 9 3 TC = G U 10 2 3 . 9 6 TC = G U 10 2 2 . 9 3 TC = G U 10 2 2 . 9 6 TC = G U 10 2 2 . 3 4 TC = G U 10 2 2 . 3 9 TC=G U 1024. 8 8 TC=GU 1024.81 TC = G U 10 2 4 . 5 7 TC = G U 10 2 4 . 6 2 10 2 5 . 7 5 10 2 5 . 6 9 1025.03 10 2 5 . 1 0 1 0 2 5 . 1 5 10 2 5 . 0 8 10 2 5 . 2 4 1 0 2 5 . 2 9 102 5 . 3 1 102 4 . 8 3 1024.92 1025.45 10 2 5 . 4 7 10 2 5 . 3 5 1025.531025.50 1025.66 1 0 2 5 . 9 5 1026.00 TC = G U 102 4 . 7 1 TC=GU 1024.80 10 2 2 . 1 6 T C 1 0 2 1 . 6 6 G U 1 0 2 1 . 6 1 T C 1021.11 GU TC=GU 1 0 2 1 . 0 6 TC=GU 1020.84 TC= G U 10 2 1 . 9 7 TC=GU 1021.90 10 2 3 . 0 4 10 2 3 . 1 6 10 2 3 . 0 1 102 2 . 8 9 10 2 0 . 9 9 1020.84 10 2 0 . 9 2 1021.07 1 0 2 5 1 0 2 3 1 0 2 4 1 0 2 6 1 0 2 7 1028 1 0 2 9 1 0 2 5 1 0 2 2 10 2 2 1 0 2 3 1 0 2 3 1023 10 2 3 1 0 2 4 1 0 2 4 10 2 4 1 0 2 6 1 0 2 7 1 0 2 8 10 2 2 . 7 0 10 2 2 . 6 6 1 0 2 2 . 6 1 1022.65 1023.42 1023.38 1 0 2 3 . 7 3 10 2 3 . 6 8 10 2 4 . 3 8 1024.33 1024.34 1024.29 1026.37 1026.71 1026.28 1026.74 1025.82 1025.82 102 5 . 4 8 T C 1 0 2 4 . 9 8 G U 1026.00 10 2 3 . 0 0 T C 1 0 2 2 . 5 0 G U 102 5 . 3 3 T C 1 0 2 4 . 8 3 G U 4. 0 3 % 2 . 1 4 % 102 0 . 0 8 M E 1022.80 ME 1026.001026.00 1 0 2 5 . 8 5 1 0 2 5 . 8 5 10 2 6 . 0 0 1025.751025.75 1 0 2 5 . 7 5 1.00% 1.00% 0.56% 6. 8 3 % 6. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 0. 5 1 % 1.00%6.90% 5.97%1.00% 1.00% 1.00% 0.65% 6. 2 6 % 5. 9 7 % 1. 0 0 % 1. 0 0 % 1.00% 0.80% 0.50% 7. 7 5 % 7. 5 0 % 7. 7 5 % 7. 5 0 % 1.00% 1.00% 1.00% 1. 0 0 % 1. 0 0 % 5. 2 4 % 5. 2 4 % 1 . 5 0 % 1 . 5 0 % 1 . 5 0 % 1.00%1.00% 1.00%1.00% 102 2 . 1 0 102 1 . 9 5 102 2 . 0 5 1 . 5 0 % 1 . 5 0 % 1 . 5 0 % 1.50% 7.87% 1.50% 7.87% 1.00% PROPOSED BUILDING FFE = 1026.00 10 2 5 . 1 4 T C 1 0 2 4 . 6 4 G U 102 5 . 3 8 T C 1 0 2 4 . 8 8 G U 10 2 1 . 9 6 LO W P T 1023.61 1 0 2 3 . 9 6 1025.88 1 0 2 6 . 2 4 10 2 5 . 2 8 T C 1 0 2 4 . 7 8 G U 1 0 2 4 . 5 4 1 0 2 4 . 6 3 10 2 5 . 6 2 1025.87 102 5 . 1 3 102 5 . 7 0 LP LP HP HP 10 2 5 . 1 2 1 0 2 2 . 9 6 T C 1022.46 GU 1022.40 TC 1021.90 GU 1 0 2 2 . 1 6 T C 1021.66 GU 10 2 2 . 2 8 T C 1 0 2 1 . 7 8 G U 10 2 4 . 0 7 T C 1 0 2 3 . 5 7 G U 102 4 . 1 8 T C 1 0 2 3 . 6 8 G U 1 0 2 6 . 7 6 M E 1 0 2 6 . 8 2 M E CONTRACTOR TO LOCATE EXISTING JOINT UTILITY TRENCH AND ENSURE 3' MIN. COVER AT ALL TIMES 1 0 2 4 . 6 5 102 5 . 0 0 1 0 2 6 . 8 9 TC= G U 10 2 5 . 5 7 GRADING LIMITS (TYP) TC= G U 10 2 5 . 8 3 1025.60 TC 1025.10 GU 5.59% 5.59% 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 6.56% 6.56% 10 2 5 . 8 3 1.50%0. 0 0 % 0.31% 0.31% 102 5 . 3 8 0.30% 0.30%10 2 5 . 3 6 1 0 2 5 . 4 1 1.00% 1.00% 0.83% 1. 5 0 % 1. 5 0 % 1.60% 1.60% 0.70% 1 . 4 8 % 1.00% 1 . 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 10 2 7 . 3 0 M E 10 2 7 . 3 7 M E 10 2 6 . 9 2 10 2 6 . 9 7 1. 5 9 % 1. 5 0 % 0.50% 0.53% 3. 8 0 % 4. 1 7 % 1.00% 2.79 % 102 5 . 5 4 T C 1 0 2 5 . 0 4 G U 1.50% 1.5 0 % 10 2 4 . 6 5 102 4 . 4 1 10 2 4 . 0 3 10 2 3 . 7 9 102 4 . 5 1 HP LPHP LPLP HP LPLP 10 2 8 . 1 4 M E 10 2 8 . 0 4 M E 1027.56 1027.46 1 0 2 7 . 5 6 1 0 2 7 . 6 6 1.00% 1. 0 0 % 1. 0 0 % 0. 6 7 % 1.50% 1.84% EXISTING PUBLIC WATER MAIN EASEMENT LPLP 1022.90 1022.28 1023.89 1024.51 10 2 2 . 9 2 10 2 2 . 2 2 LP A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 0 1 G R A D I N G P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 1 6 : 3 9 P M C203 EN L A R G E D GR A D I N G P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP 1 5 " R C P EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L A N E 1022.24 TC 1021.74 GU 1021.91 TC 1021.41 GU 1022.93 TC 1022.43 GU 1022.10 TC 1021.60 GU 10 2 2 . 9 9 T C 1 0 2 2 . 4 9 G U 10 2 1 . 9 5 T C 10 2 1 . 4 5 G U 1020.52 TC 1020.02 GU 10 2 1 . 2 4 T C 1 0 2 0 . 7 4 G U 1021.01 TC 1020.51 GU 1020.29 TC 1019.79 GU 1024.79 TC 1024.29 GU 1023.97 TC 1023.47 GU 1024.85 TC 1024.35 GU 1024.01 TC 1023.51 GU 10 2 5 . 0 2 T C 1 0 2 4 . 5 2 G U 1025 . 0 8 T C 102 4 . 5 8 G U 1023 . 8 5 T C 102 3 . 3 5 G U 10 2 3 . 9 2 T C 1 0 2 3 . 4 2 G U 10 2 2 . 5 4 T C 10 2 2 . 0 4 G U 1022.90 TC 1022.40 GU 1 0 2 3 . 1 0 T C 1022.60 GU 10 2 3 . 1 3 T C 1 0 2 2 . 6 3 G U 1023.05 TC 1022.55 GU 1023.00 TC 1022.50 GU 1020.63 TC 1020.13 GU 10 2 5 . 9 7 T C 1 0 2 5 . 4 7 G U 1025.84 TC 1025.34 GU 10 2 5 . 9 2 T C 1 0 2 5 . 4 2 G U 10 2 5 . 7 7 T C 10 2 5 . 2 7 G U 10 2 5 . 8 3 T C 1 0 2 5 . 3 3 G U 10 2 5 . 6 6 T C 10 2 5 . 1 6 G U 1025.65 TC 1025.15 GU 1025.58 TC 1025.08 GU 10 2 5 . 1 9 T C 1 0 2 4 . 6 9 G U 1025.17 TC 1024.67 GU 10 2 5 . 3 1 T C 1 0 2 4 . 8 1 G U 1 0 2 4 . 0 5 T C 1023.55 GU 1 0 2 3 . 9 0 T C 1023.40 GU 10 2 3 . 7 4 T C 1 0 2 3 . 2 4 G U 1 0 1 7 . 7 3 T C 1017.23 GU 1019.97 TC 1 0 1 9 . 4 7 G U 1020.41 TC 1019.91 GU 1020.11 TC 1019.61 GU 1019.87 TC 1019.37 GU 1019.85 TC 1019.35 GU 10 1 8 . 1 5 T C 10 1 7 . 6 5 G U 101 9 . 3 6 GU= T C TC = G U 10 2 3 . 1 4 TC = G U 10 2 4 . 5 3 TC = G U 10 2 4 . 5 9 TC = G U 10 2 3 . 3 6 TC = G U 10 2 3 . 4 1 1024.17 1024.53 1024.14 1024.82 102 5 . 4 3 1026.00 TC = G U 10 2 4 . 0 2 T C = G U 1024.70 1 0 2 4 . 4 1 T C 1023.91 GU 1 0 1 8 . 0 4 T C 1017.54 GU 101 7 . 4 3 T C 10 1 6 . 9 3 G U T C = G U 1 0 1 7 . 6 2 TC=G U 1017 . 5 5 TC= G U 101 7 . 1 8 TC= G U 101 7 . 0 1 1018.38 1018.15 10 1 7 . 2 8 1 0 1 7 . 1 3 101 7 . 2 0 1 0 1 7 . 0 5 1018.30 1 0 2 0 1 0 1 7 1 0 1 7 1 0 1 8 10 1 9 1 0 2 1 1 0 2 2 1 0 2 0 1 0 2 0 10 2 0 102 5 1 0 1 7 1 0 1 8 1 0 1 8 1 0 1 8 1 0 1 9 10 2 1 10 2 2 10 2 3 10 2 4 10 1 9 . 6 6 T C 10 1 9 . 1 6 G U 1019.43 TC 1018.93 GU 1 0 1 9 . 3 4 T C 1018.84 GU 1019.58 TC 1019.08 GU 1018.44 101 8 . 2 9 102 5 . 6 5 102 5 . 8 9 102 5 . 8 9 102 4 . 6 0 1024.65 102 4 . 6 6 1024.71 1024.01 102 4 . 0 6 102 3 . 8 3 1023.88 2.1 5 % 2 . 6 5 % 2. 1 4 % 102 2 . 3 1 10 1 7 . 9 1 M E 1016.58 ME1018.23 1 0 2 6 . 0 0 1025.75 10 2 6 . 0 0 1 0 2 6 . 0 0 102 5 . 7 5 1.00% 1.20% 1. 1 6 % 1. 0 0 % 1.00% 1. 5 0 % 1. 5 0 % 1.00% 1.00% 1.00% 4. 6 3 % 4. 6 2 % 7. 7 5 % 7. 7 5 % 1 . 5 0 % 1 . 5 0 % 1.00% 1.00% 1.50% 1.18% 1 . 5 0 % 1 . 5 0 % 1 . 5 0 % 1.00% 1.00%7.50% 7.50% 2.60% 2. 5 0 % 25.2 6 % 102 3 . 7 1 102 3 . 8 2 1 0 2 4 . 5 0 10 2 1 . 5 8 1023.86 102 4 . 1 0 102 1 . 0 2 10 2 0 . 5 9 T C 10 2 0 . 0 9 G U 10 1 0 1010 10 1 5 10 2 0 10 0 9 1009 10 1 1 10 1 2 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 10 2 1 HP HP 10 2 2 . 4 9 T C 1 0 2 1 . 9 9 G U 10 2 2 . 9 6 T C 10 2 2 . 4 6 G U LP 10 2 0 . 2 5 T C 1 0 1 9 . 7 5 G U 10 1 9 . 1 9 T C 10 1 8 . 6 9 G U HP 10 1 7 . 1 8 1 0 1 7 . 7 0 10 1 7 . 3 8 M E 1 0 1 6 . 9 6 M E 4:1 3:1 T C = G U 1 0 2 5 . 7 6 1020 1016 1017 1018 1019 1021 1022 1023 GRADING LIMITS (TYP) 100-YEAR ELEVATION NORMAL WATER LEVEL 10 2 5 . 8 7 10 2 3 . 1 0 T C 1 0 2 2 . 6 0 G U 4.89% 4.89% 1. 5 0 % 1. 5 0 % 7.16% 7.16% 1. 5 0 % 1. 5 0 % 1025.77 1. 5 0 % 1. 5 0 % 1.04% 1.11% 1.28% 0.74% 1.36% 1.36% 1 . 7 5 % 1 . 2 5 % 1023.61 1023.981023.241022.76 102 3 . 0 3 10' PUBLIC UTILITY EASEMENT 5' PUBLIC TRAIL EASEMENT 30' LANDSCAPE BUFFER EASEMENT LP LP LP LP 10 1 8 . 3 5 T C 1 0 1 7 . 8 5 G U 10 1 7 . 9 9 T C 1 0 1 7 . 4 9 G U A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 0 1 G R A D I N G P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 1 7 : 2 4 P M C204 EN L A R G E D GR A D I N G P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 CP-CX CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 INTC RIM=1031.01 IE(E) =1026.24 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC RIM=1015.70 INTC RIM=1015.72 IE(N) =1010.63 STORM MH RIM=1015.83 IE(W) =1010.59 STORM DMH RIM=1018.29 IE(N) =1007.64 IE(S)=1007.54 IE(E)=1009.79 STORM MH RIM=1018.39 IE(N) =1007.57 IE(S)=1007.50 FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP FES IE=1012.04 36" RCP FES IE=1015.89 36" RCP FES IE=1011.22 36" RCP FES IE=1011.84 36" RCP 12" RCP 12" RCP 15" RCP 1 5 " R C P 18" RCP 8" PVC 18" PVC 1 8 " P V C SI D E W A L K OW N E R : C I T Y O F OW N E R : H R C WA U K E E , L C C Z O N I N G : K - M F - M E D OW N E R : L O L O W A U LC C ZO N I N G : K - O F , K - R C EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - H I G H 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (B K 2 0 2 2 , P G 3 6 3 ) PA R C E L 2 1 - 1 2 1 (B K 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (B K 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L N GR A N D P R A I R I E P A R K W A Y EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 PROPOSED BUILDING FFE = 1026.00 SILT FENCE (TYP) SILT FENCE (TYP) INLET PROTECTION (TYP) CONSTRUCTION ENTRANCE, 25' X 50' MIN 3" CRUSHED AT 6" MINIMUM DEPTH TEMPORARY TOPSOIL STOCKPILE LOCATION STAGING AREA AND WASTE MATERIAL AREA CONCRETE WASHOUT INLET PROTECTION (TYP) LOCATION OF ULTIMATE DISCHARGE TO FOX CREEK INSTALL 12" TEMPORARY SEDIMENT BASIN DEWATERING DEVICE 10 2 0 1 0 2 0 10 2 0 102 5 1 0 1 7 1 0 1 8 1 0 1 8 1 0 1 8 1 0 1 9 10 2 1 10 2 2 10 2 3 102 4 1 0 2 5 10 2 3 10 2 3 1 0 2 3 1 0 2 4 10 2 6 1 0 2 7 10 2 8 1 0 2 5 1 0 2 5 1025 1 0 3 0 102 4 1 0 2 4 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1 0 3 1 1 0 1 0 1 0 1 5 10 0 7 1 0 0 7 10 0 8 10 0 9 1 0 1 1 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 6 1017 1 0 1 7 1 0 1 8 1018 10 1 0 10 1 5 10 2 0 10 1 1 10 1 2 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 10 1 9 1 0 2 1 1022 102 3 1024 1 0 0 8 10 0 9 INSTALL 820 SF TYPE 2 TRM AT POND OVERFLOW LOCATION PUBLIC IMPROVEMENTS WITHIN RIGHT-OF-WAY DISTURBED AREA (TYP) DISTURBED AREA (TYP) 10 2 0 1 0 2 5 10 3 0 10 1 8 1 0 1 8 10 1 9 1 0 2 1 10 2 2 10 2 3 1 0 2 4 10 2 6 10 2 7 10 2 8 1 0 2 9 102 0 1 0 2 5 1 0 1 7 1017 1018 10 1 9 1 0 2 1 1 0 2 2 1 0 2 3 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 10 2 5 1030 102 1 102 2 102 3 10 2 4 102 6 102 7 10 2 8 10 2 9 1 0 3 1 DISTURBED AREA (TYP) 2 3 . 0 0 ' 35.63' 102 5 1030 1023 102 4 102 6 102 7 102 8 102 9 103 1 103 1 10 3 2 1032 1 0 2 0 101 9 102 1 1022 A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 5 1 E R O S I O N A N D S E D I M E N T C O N T R O L P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 2 6 : 5 3 P M C251 ER O S I O N A N D SE D I M E N T CO N T R O L P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH STABILIZATION QUANTITIES ITEM NO.ITEM UNIT TOTAL 1 SILT FENCE LF 4,485 2 SOD SF 120,152 3 ECO-GRASS LOW MAINTENANCE LAWN BLEND SF 34,115 4 NATIVE WETLAND SEED MIX SF 13,713 5 TURF SEED WITH HYDROMULCH SF 39,130 6 INLET PROTECTION DEVICES EA 22 7 CONCRETE WASHOUT PIT EA 1 8 12" TEMPORARY SEDIMENT BASIN DEWATERING DEVICE EA 1 DISCHARGE POINT SUMMARY DISCHARGE POINT #1 TO FOX CREEK ± 0 FT TOTAL AREA DISTURBED TO DISCHARGE POINT 9.3 ACRES STORAGE VOLUME REQUIRED (# OF ACRES*3600 CU FT)33,400 CU FT VOLUME PROVIDED IN TEMPORARY SEDIMENT BASIN/ DETENTION BASIN 41,460 CU FT DISTURBED AREA/ PROJECT SITE SILT FENCE SWPPP LEGEND CONSTRUCTION ENTRANCE INLET PROTECTION STAGING AREA TEMPORARY TOPSOIL STOCKPILE LOCATION CONCRETE WASHOUT A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 2 5 1 E R O S I O N A N D S E D I M E N T C O N T R O L P L A N . d w g 9/ 2 0 / 2 0 2 2 1 2 : 4 9 : 0 6 P M C252 ER O S I O N A N D SE D I M E N T CO N T R O L N O T E S AN D D E T A I L S -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A 1.EROSION/SEDIMENT CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENT ON THE SITE AT ALL TIMES. THE CONTROL MEASURES IDENTIFIED ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS NECESSARY AND BY CONSTRUCTION PHASE, TO FULFILL THIS REQUIREMENT. 3.THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 14 OR MORE CALENDAR DAYS, THE CONTRACTOR IS REQUIRED TO INSTALL STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA. 4.IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED IMMEDIATELY AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED. 5.MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/FILTER SOCKS ON A REGULAR BASIS AS PER THE SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. FILTER SOCKS MUST BE CLEANED OUT WHEN THEY ARE 33% FULL. 6.CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/ FILTER SOCKS AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENT. 7.REMOVE ALL TEMPORARY EROSION/SEDIMENT CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 8.ALL STORM INTAKES/CULVERTS, WITHIN AND ADJACENT TO THE PROJECT AREA, MUST BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT AS IDENTIFIED ON THE DRAWINGS. THESE PROTECTION MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 9.CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION/SEDIMENT CONTROL DEVICES TO NOT DAMAGE UNDERGROUND UTILITIES. 10.WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE IT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: DEWATERING BAGS, ADDING FLOCCULANTS TO SILTY WATER AND PLACING A FILTER FABRIC BARRIER AROUND THE PUMP INLET. THE COMBINATION OF THESE METHODS HELPS TO REMOVE SEDIMENT FROM THE WATER. THE MOST COMMON METHOD INCLUDES PLACING CHITOSAN GEOTEXTILE TREATMENT BAGS WITHIN THE DEWATERING BAG AND INSTALLING AN ADDITIONAL INTAKE PROTECTION BAG AT THE NEAREST DOWNSTREAM INTAKE. METHODS NEED TO BE UNDER DIRECTION OF A MANUFACTURER REPRESENTATIVE. 11.WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM SEWER STRUCTURE. WATER MUST BE FREE OF SEDIMENT PRIOR TO DISCHARGING INTO THE STORM SEWER. 12.CONTRACTOR TO CLEAN OUT ALL INTAKES WITHIN THE PROJECT SITE AT COMPLETION OF WORK. THIS INCLUDES ALL CURB INTAKES, AREA DRAINS AND CULVERTS. 13.CONCRETE SLURRY AND DUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORM INTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED, CLEANED UP, AND DISPOSED OF OFF-SITE. A TEMPORARY 8" FILTER SOCK IS REQUIRED. 14.SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN. IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR IS REQUIRED TO INSTALL AN 8" FILTER SOCK AROUND THE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. RELOCATE AS REQUIRED FOR CONSTRUCTION. 15.IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGES, WHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE NO SPILLS OR LEAKS HAVE OCCURRED, UNLESS THE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASHING, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS VEGETATED AREAS AND AWAY FROM DRAINAGE WAYS. REFER TO THE IDNR NPDES GENERAL PERMIT NO. 2 FOR ALLOWABLE NON-STORMWATER DISCHARGES. 16.POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BY AN 8" FILTER SOCK AT ALL TIMES. ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. RELOCATE AS REQUIRED FOR CONSTRUCTION. 19.CONCRETE, PAINT AND GROUT WASHOUT AREA: PROTECT WITH (2) 18" STACKED FILTER SOCKS LINED WITH AN IMPERMEABLE PLASTIC LINER OR A METAL ROLL-OFF DUMPSTER. CLEAN OUT AND MAINTENANCE OF THE WASHOUT SHALL BE INCIDENTAL TO SWPPP MANAGEMENT. IF A PUMP TRUCK IS USED ON-SITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG A PIT FOR WASTE MATERIAL AND LINE IT WITH AN IMPERMEABLE PLASTIC LINER. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN. THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. RELOCATE AS REQUIRED FOR CONSTRUCTION. 20.SPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILL KIT SHALL BE A SEALED STORAGE SHED LOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND OIL ABSORBENT CLAY CHIPS OR PADS. THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR CONSTRUCTION. 21.STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENT CONTROLS AS REQUIRED TO CONTAIN MATERIALS ON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/8" FILTER SOCKS AROUND THE PERIMETER OF STOCKPILED SOILS BEFORE STOCKPILE IS RE-SPREAD. FOR STOCKPILES THAT REMAIN FOR 14 DAYS OR MORE, CONTRACTOR TO PROVIDE COVER OR TEMPORARY STABILIZATION CONTROLS. 22.DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLING/IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY-ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 23.SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENT CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE. 24.MINIMUM TOPSOIL RESPREAD REQUIREMENT GP#2 IS TO BE MET WITH SUDAS SPEC 2010 FOR ON SITE TOPSOIL. EROSION AND SEDIMENT CONTROL NOTES STABILIZED CONSTRUCTION ENTRANCE3 TEMPORARY SEDIMENT BAISN DEWATERING DEVICE1 WID T H = W D E P T H = D LENGTH = L 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT OVERFLOW HOLES (OPTIONAL) GEOTEXTILE BAG INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES LOOPS SIZED FOR 1" REBAR. USING REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. 2"x2"x3/4" RUBBER BLOCK (TYP) 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT 2"x2"x3/4" RUBBER BLOCK (TYP) SECURE LIFTING LOOPS TO OR UNDER SUROUNDING SURFACE ISOMETRIC VIEW ELEVATION VIEW PROFILE VIEW OF INSTALLED FILTER SACK DO NOT USE ON ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS FILTER SACKS (GRATED INLETS) 1.EMPTY FILTER SACK WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.GEOTEXTILE WILL BE WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS. 3.AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OILS SPILLS ARE A CONCERN. 4.INSPECT PER REGULARTORY REQUIREMENTS. 5.THE WIDTH, "W", OF THE FILTER SACK WILL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6.THE DEPTH, "D", OF THE FILTER SACK WILL BE BETWEEN 18 INCHES AND 36 INCHES. 7.THE LENGTH, "L", OF THE FILTER SACK WILL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 300 LBS 20% 120 LBS 800 PSI 120 LBS 80% 40 US SIEVE 40 GAL/MIN/SQ FT 0.55 SEC -1 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION PUNCTURE MULLEN BURST TRAPEZOID TEAR UV RESISTANCE APPARENT OPENING SIZE FLOW RATE PERMITTIVITY ASTM D-4632 ASTM D-4632 ASTM D-4833 ASTM D-3786 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 265 LBS 20% 135 LBS 8420 PSI 45 LBS 90% 20 US SIEVE 200 GAL/MIN/SQ FT 1.5 SEC -1 PROPERTIES TEST METHOD UNITS PROPERTIES TEST METHOD UNITS MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE INLET PROTECTION - FILTER SACKS2 SILT FENCE DETAIL5 BOTTOM OF BASIN 15" DIAMETER, D 1 2 1'-0" MIN.'D' VARIES 1'-0" MIN. EMBED RISER 12" DRY STORAGE DEPTH VARIES. WET STORAGE DEPTH VARIES. 18" MIN., OR AS SPECIFIED.3" PRINCIPAL SPILLWAY DETWATERING ORIFICE DISCHARGE PIPE BARREL, DIAMETER AS SPECIFIED. CORRUGATED METAL RISER CONCRETE BASE LEAVE TOP OF RISER OPEN. ELEVATIONS AND DIMENSIONS NOT GIVEN ARE AS SPECIFIED IN THE CONTRACT DOCUMENTS. DRILL FOUR, 5/8 INCH DIAMETER HOLES, 3 INCHES FROM BOTTOM OF RISER PIPE AND INSERT TWO, #4 BARS IN AN "X" CONFIGURATION. LENGTH OF BARS = D+16 INCHES PROVIDE PERFORATION CONFIGURATION AS SPECIFIED: 15-2" DIA. HOLES AT 5 HOLES PER ROW, 3 ROWS TOTAL 1 2 ELEV = 1014.00 ELEV = 1013.00 ELEV = 1012.00 FOR E S L O P E BAC K S L O P E 1 POST SPACING (5'-0" MAX.) POST SPACING (5'-0" MAX.) FABRIC VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH.) 2" MIN. 20" MIN. POST WIRE OR CABLE TIES INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE). 1 TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST 1 LE N G T H 1 1 THICKNESS AS SPECIFIED (6" MIN.). 20'-0 " M I N I M U M 10'-0 " M I N . 1 ENTRANCE LENGTH: 50 FOOT MINIMUM (30 FOOT FOR SINGLE FAMILY RESIDENTIAL), OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. LENGTH OF ENTRANCE MAY BE INCREASED IF SEDIMENT TRACK-OUT OCCURS. 3" X 6" MACADAM STONE NATIVE SOIL 6" MIN CONTRACTOR STAGING AREA AND LAYDOWN AREA4 (PLAN VIEW) FLOW 1 24" 36" 8'-0" SPACING 200'-0" MAX. LENGTH PER SECTION (600'-0" IF SLOPE IS FLATTER THAN 5%) 2 (PROFILE VIEW) 1 1 SEE PLANS FOR SPACING. 'T' STEEL FENCE POST 4'-0" MIN. GROUND LINE FABRIC GROUND LINE FABRIC GROUND CONTOURSINSTALL PARALLEL TO GROUND CONTOUR. INSTALL "J-HOOK" AT EACH END OF AN INDIVIDUAL SECTION OF SILT FENCE. INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE). REDUCE POST SPACING TO 5'-0" AT WATER CONCENTRATION AREAS, OR AS REQUIRED TO ADEQUATELY SUPPORT FENCE. 1 2 TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 CP-CX SAN MH RIM=1017.03 IE(W)=1003.98 IE(E)=1003.90 SAN MH RIM=1025.24 IE(W)=1002.74 IE(S)=1002.64 SAN MH RIM=1026.91 INTC RIM=1031.01 IE(E) =1026.24 INTC RIM=1029.28 IE(E) =1024.28 INTC RIM=1027.78 IE(E) =1022.68 INTC RIM=1027.72 INTC RIM=1015.73 IE(S) =1011.19 INTC RIM=1015.74 INTC RIM=1015.70 INTC RIM=1015.72 IE(N) =1010.63 STORM MH RIM=1015.83 IE(W) =1010.59 STORM DMH RIM=1018.29 IE(N) =1007.64 IE(S)=1007.54 IE(E)=1009.79 STORM MH RIM=1018.39 IE(N) =1007.57 IE(S)=1007.50 FES IE=1007.26 60" RCP FES IE=1007.45 60" RCP FES IE=1008.28 60" RCP FES IE=1008.50 60" RCP FES IE=1012.04 36" RCP FES IE=1015.89 36" RCP IE=1011.22 36" RCP36" RCP 12" RCP 12" RCP 15" RCP 1 5 " R C P 18" RCP 8" PVC 18" PVC 1 8 " P V C SI D E W A L K OW N E R : C I T Y O F WA U K E E ZO N I N G : A - 1 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - M E D OW N E R : C A L I B E R LA N D C O M P A N Y , L C C ZO N I N G : C - 4 EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 OW N E R : H R C WA U K E E , L C C ZO N I N G : K - M F - H I G H 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (BK 2 0 2 2 , P G 3 6 3 ) PA R C E L 2 1 - 1 2 1 (BK 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (BK 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) SE TALLGRASS L N GR A N D P R A I R I E P A R K W A Y SE TALLGRASS L A N E GR A N D P R A I R I E P A R K W A Y EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 ST 1.2 17 LF (INCLUDING FES) 12" RCP @ 1.50% ST 1.1 39 LF (INCLUDING FES) 18 '' RCP @ 1.50% ST 2.2 56 LF 24 '' RCP @ 0.80% ST 2.3 103 LF 24 '' RCP @ 0.80% ST 2.3A 143 LF 12 '' HDPE @ 2.00% ST 2.4 108 LF 24 '' RCP @ 0.80% ST 2.5 106 LF 24 '' RCP @ 1.00% ST 2.1 42 LF (INCLUDING FES) 24 '' RCP @ 0.94% ST 2.7 87 LF 15 '' RCP @ 2.00%ST 2.6 22 LF 18 '' RCP @ 1.50% ST 3.6 27 LF 15 '' RCP @ 2.00% ST 3.5 101 LF 18 '' RCP @ 1.00% ST 3.4 110 LF 18 '' RCP @ 1.00% ST 3.3 90 LF 24 '' RCP @ 1.00% ST 3.2 59 LF 24 '' RCP @ 1.00% ST 3.1 42 LF (INCLUDING FES) 24 '' RCP @ 2.50% INT 3.5 (SW-506) T/C = 1024.17 IE = 1018.78 ST 3.6 IE = 1020.16 ST 3.5A IE = 1018.58 ST 3.5 INT 3.6 (SW-505) T/C = 1023.62 IE = 1019.31 ST 3.6 MH 3.3 (48" - SW-401) RIM = 1024.14 IE = 1016.29 ST 3.4 IE = 1018.73 ST 3.3A IE = 1015.89 ST 3.3 INT 3.4 (SW-506) T/C = 1023.55 IE = 1017.58 ST 3.5 IE = 1017.38 ST 3.4 INT 3.2 (SW-506) T/C = 1021.86 IE = 1015.00 ST 3.3 IE = 1014.80 ST 3.2INT 3.1 (SW-505) T/C = 1020.78 IE = 1014.21 ST 3.2 IE = 1014.03 ST 3.1 FES 3.0 (24 '' RCP FES) IE @ FES END = 1013.00 INT 2.7 (SW-505) T/C = 1023.57 IE= 1019.36 ST 2.8 IE = 1019.16 ST 2.7INT 2.6 (SW-505) T/C = 1021.78 IE = 1017.44 ST 2.7 IE = 1017.25 ST 2.6 INT 2.5 (SW-505) T/C = 1021.66 IE = 1016.93 ST 2.6 IE = 1016.53 ST 2.5 MH 2.3 (SW-401 (48IN)) RIM = 1021.58 IE = 1016.69 ST 2.3A IE = 1014.42 ST 2.4 IE = 1014.22 ST 2.3 INT 2.2 (SW-505) T/C = 1020.09 IE = 1013.40 ST 2.3 IE = 1013.20 ST 2.2 INT 2.1 (SW-505) T/C = 1018.69 IE = 1012.76 ST 2.2 IE = 1012.56 ST 2.1 FES 2.0 (24 '' RCP FES) IE @ FES END = 1012.17 INT 2.4 (SW-505 FLAT GRATE) RIM = 1021.97 IE = 1015.48 ST 2.5 IE = 1015.88 ST 2.4A IE = 1015.28 ST 2.4 INT 1.1 (SW-513 - 4' X 4') OPEN ONE SIDE RIM = 1017.00 INLET ELEV = 1015.75 INSTALL ORIFICE PLATE WITH 3" OPENING ON ST 1.2 IE = 1011.76 ST 1.2 IE = 1011.56 ST 1.1 FES 1.2 (12" RCP FES) IE @ FES END = 1012.00 FES 1.0 (18 '' RCP FES) IE @ FES END = 1010.99 ST 3.5B 51 LF 12 '' HDPE @ 2.00% ST 3.5A 20 LF 12 '' HDPE @ 2.00% ST 3.5C 5 LF 12 '' HDPE @ 2.00% ST 3.3A 74 LF 12 '' HDPE @ 4.00% 99 LF 8" WATER SERVICE PUBLIC WATER MAIN REFER TO PUBLIC IMPROVEMENT PLANS (2) 4" 45° BENDS 193 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE 67 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE 55 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE (QTY 2) 68 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE 67 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE 132 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE SANMH 1.0 (SW-301 (48IN)) RIM = 1023.67 IE = 1011.41 SAN1.1 IE = 1010.63 SAN1.0A SAN1.1 209 LF 6 '' PVC @ -4.00% SAN1.0 3 LF 6 '' PVC @ 8.00% SAN1.0A 88 LF 6 '' PVC @ 8.00% 12 LF 4" WATER SERVICE 8" X 4" TEE 4" WATER SERVICE, SEE PLUMBING PLANS FOR CONTINUATION 8" FIRE SERVICE, SEE PLUMBING PLANS FOR CONTINUATION 12" ROOF DRAIN CONNECTION, SEE ARCHITECTURAL PLANS FOR CONTINUATION IE = 1021.67 12" ROOF DRAIN CONNECTION, SEE ARCHITECTURAL PLANS FOR CONTINUATION IE = 1021.67 12" ROOF DRAIN CONNECTION, SEE ARCHITECTURAL PLANS FOR CONTINUATION IE = 1021.67 12" ROOF DRAIN CONNECTION, SEE ARCHITECTURAL PLANS FOR CONTINUATION IE = 1021.67 PROPOSED BUILDING FFE = 1026.00 ST 2.4A 105 LF 15 '' RCP @ 3.00% INT 2.4A (SW-501) T/C = 1024.88 IE = 1020.33 ST 2.4B-1 IE = 1020.08 ST 2.4C-1 IE = 1019.00 ST 2.4A ST 2.4B-1 30 LF 10 '' HDPE @ 2.00% ST 2.4B-2 22 LF 10 '' HDPE @ 2.00% INT 2.4B (SW-512 (12IN)) RIM = 1025.00 IE = 1021.35 ST 2.4B-2 ST 2.4C-1 57 LF 12 '' HDPE @ 2.00% ST 2.4C-2 12 LF 12 '' HDPE @ 2.00% ST 2.4C-3 12 LF 12 '' HDPE @ 2.00% INT 2.8 (SW-501) T/C = 1025.45 IE = 1021.02 ST 2.86" SANITARY SERVICE SEE PLUMBING PLANS FOR CONTINUATION IE = 1019.83 UTILITY CROSSING BOT STORM = 1015.53 TOP SAN = 1014.00 BORE 47 LF SANITARY SERVICE UNDER PUBLIC ROADWAY, COORDINATE WITH CITY OF WAUKEE 247 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE 267 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE CLEANOUT TWO-WAY CLEANOUT CLEANOUT 61 TONS CLASS 'E' RIP RAP 13 TONS CLASS 'E' RIP RAP 76 TONS CLASS 'E' RIP RAP NWL = 1012.00 PUBLIC STORM SEWER, REFER TO PUBLIC IMPROVEMENT PLANS ST 2.8 166 LF 12 '' RCP @ 1.00% 8" GATE VALVE 322 LF 8" WATER SERVICE CONNECT TO EXISTING WATER MAIN WITH 16" X 8" TAPPING SLEEVE AND VALVE, COORDINATE WITH CITY 11.25° BEND UTILITY CROSSING BOT STORM = 1016.72 TOP WATER = 1015.04 UTILITY CROSSING BOT STORM = 1021.47 TOP WATER = 1017.53 UTILITY CROSSING BOT STORM = 1020.56 TOP SAN = 1018.34 UTILITY CROSSING BOT STORM = 1021.66 TOP SAN = 1019.53 TWO-WAY CLEANOUT UTILITY CROSSING BOT EX WATER = 1013.24 (FIELD VERIFY) TOP SAN = 1008.18 CONNECT SUBDRAIN TO STORM SEWER WITH INSERTA TEE OR APPROVED EQUAL RELOCATE EXISTING FIRE HYDRANT AND ASSEMBLE 6" HDPE CANOPY DRAIN CONNECTION CONNECT TO EXISTING SANITARY SEWER WITH WYE SADDLE IE = 1003.21 (VERIFY) 13.50' 15 . 7 5 ' 3 0 . 4 6 ' 20.34' 31.00' 2 4 . 6 8 ' 204 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPE CLEANOUT FIRE DEPARTMENT CONNECTION ON OUTSIDE FACE OF FIRE RISER ROOM 4" GATE VALVE 8" GATE VALVE FIRE HYDRANT ASSEMBLY 8" X 8" TEE PROTECT EXISTING UTILITIES (TYP) RELOCATE EXISTING FIRE HYDRANT AND ASSEMBLE 4"X4" TEE 186 LF 4" PERFORATED SUBDRAIN @ MIN 0.50% SLOPETWO-WAY CLEANOUT CLEANOUT 10' PUBLIC UTILITY EASEMENT 15' EXISTING PUBLIC UTILITY EASEMENT 10' PUE 30' LANDSCAPE BUFFER EASEMENT STORMWATER DETENTION EASEMENT 5' PUBLIC TRAIL EASEMENT PUBLIC STORM SEWER EASEMENT ELECTRICAL EASEMENT 10' PUE STORMWATER DETENTION EASEMENT 30' LANDSCAPE BUFFER UTILITY CROSSING WITH EXISTING JOINT UTILITY TRENCH, CONTRACTOR TO LOCATE JOINT UTILITY TRENCH PRIOR TO CONSTRUCTION AND ENSURE BACKFILL ACCORDING TO PROVIDED SPECIFICATIONS, SEE DETAILS PA R C E L 2 1 - 1 2 0 (BK 2 0 2 2 , P G 3 6 3 ) INT 2.4A (SW-501) T/C = 1024.88 IE = 1020.33 ST 2.4B-1 IE = 1020.08 ST 2.4C-1 IE = 1019.00 ST 2.4A ST 2.4B-1 30 LF 10 '' HDPE @ 2.00% ST 2.4B-2 22 LF 10 '' HDPE @ 2.00% INT 2.4B (SW-512 (12IN)) RIM = 1025.00 IE = 1021.35 ST 2.4B-2 ST 2.4C-1 57 LF 12 '' HDPE @ 2.00% ST 2.4C-2 12 LF 12 '' HDPE @ 2.00% ST 2.4C-3 12 LF 12 '' HDPE @ 2.00% 74 LF 6" HDPE @1.64% 45 LF 6" HDPE @ 2.00% 45 ° BEND IE = 1020.92 45 ° BEND IE = 1020.93 45 ° BEND IE = 1021.93 45 ° BEND IE = 1021.95 10" x 6" WYE IE = 1020.87 10" x 6" WYE IE = 1020.83 UTILITY CROSSING BOT STORM = 1021.66 TOP SAN = 1019.53 6" SANITARY SERVICE SEE PLUMBING PLANS FOR CONTINUATION IE = 1019.83 6" HDPE CANOPY DRAIN CONNECTION, SEE BUILDING PLANS FOR CONTINUATION IE = 1022.00 6" HDPE CANOPY DRAIN CONNECTION, SEE BUILDING PLANS FOR CONTINUATION IE = 1022.00 6" HDPE CANOPY DRAIN CONNECTION, SEE BUILDING PLANS FOR CONTINUATION IE = 1021.08 A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 3 0 1 U T I L I T Y P L A N . d w g 9/ 2 0 / 2 0 2 2 1 2 : 5 0 : 3 1 P M C301 UT I L I T Y P L A N -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH SOUTH CANOPY ENLARGEMENT NORTH SEE UTILITY ENLARGEMENT, THIS SHEET A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 5 0 0 C O N S T R U C T I O N D E T A I L S . d w g 9/ 2 0 / 2 0 2 2 1 2 : 5 0 : 5 5 P M C501 CO N S T R U C T I O N DE T A I L S -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A A6 SUDAS TYPE A ENTRANCE SLOPE3/ 4 " 3/4" NOTE: ALL PREFORMED JOINT MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE PAVEMENT SURFACE AND CARE SHALL BE EXERCISED THROUGHOUT THE CONSTRUCTION OF THE PAVEMENT TO ENSURE THAT SUCH JOINT MATERIAL REMAINS IN PROPER POSITION UPON COMPLETION OF PAVING OPERATION. COMPACTED SUBGRADE SUBGRADE IS FLUSH WITH BASE EXPANSION JOINT FILLER TO ENSURE THAT CONCRETE DOES NOT FLOW UNDER AND VOID EXPANSION JOINT PCC PAVING OR SIDEWALKBUILDING WALL/PAVING JOINT SEALANT 3/4" THICK PREFORMED EXPANSION JOINT FILLER E2 ISOLATION JOINT SUBGRADE PREPARATION SHALL EXTEND 24" BEYOND EDGE OF PAVING NOTE: 6" 5" EXISTING SUBGRADE OR COMPACTED FILL (95% STANDARD PROCTOR DENSITY) SCARIFIED AND RECOMPACTED SUBGRADE (95% STANDARD PROCTOR DENSITY) P.C.C. SIDEWALK AND TRAIL PAVING B3 PAVEMENT AND SURFACING CROSS SECTIONS 12 " 6" SCARIFIED AND RECOMPACTED SUBGRADE (95% STANDARD PROCTOR DENSITY) EXISTING SUBGRADE OR COMPACTED FILL (95% STANDARD PROCTOR DENSITY) P.C.C. 6" PCC T 6" R=2" R=1" 6" 2"1"5" T = THICKNESS OF PAVEMENT A3 PCC INTEGRAL CURB G2 FLEXIBLE PIPE BEDDING NOTE: SUBGRADE SHOULD BE EXCAVATED OR OVER EXCAVATED, IF NECESSARY, SO A UNIFORM FOUNDATION FREE OF PROTRUDING ROCKS MAY BE PROVIDED. OD 4" (MIN) T TW 12 " OD = OUTSIDE DIAMETER OF PIPE TW = TRENCH WIDTH AT 12" ABOVE TOP OF PIPE: MIN. = OD + 18" OR 1.25 x OD + 12" (WHICHEVER IS GREATER) NOTE: OR 1/4 THE DIAMETER (WHICHEVER IS GREATER) UNDISTURBED SOIL GRANULAR CRADLE G6 PAVING SUBDRAIN E3 ACCESSIBLE PARKING SIGN 7' - 0 " 3' - 6 " ( M I N ) 2'-0" 10" SEE PLANS 1" S L O P E 1.CONTRACTOR TO VERIFY SIGN GRAPHICS AND INSTALLATION WITH STATE AND LOCAL CODES. 2.TRAFFIC SIGN AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON TRAFFIC CONTROL DEVICES EXTEND 6" INTO SOIL FOR DRAINAGE NOTES: 2" STEEL RND OR SQ PIPE PAINTED BLACK ADDITIONAL SIGN MAY BE REQUIRED, VERIFY WITH LOCAL CODES. INCLUDING BUT NOT LIMITED TO VAN ACCESSIBLE TYPICAL HANDICAPPED PARKING SIGN (WHITE ON BLUE BACKGROUND) CENTER IN FRONT OF EACH SPACE MOWING EDGE CONCRETE FOOTING SIDEWALK TYPICAL HANDICAPPED PARKING SIGN (WHITE ON BLUE BACKGROUND) CENTER IN FRONT OF EACH SPACE A2 ACCESSIBLE PARKING SYMBOL 6° 23° 4" ( T Y P ) R= 2 ' - 0 " R=1 ' - 8 " 2' - 0 " 1' - 0 " 8" 1'-0" 6"1'-6" 1'-0" 4" R=6" NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS. E5 JOINT DETAILS Pavement Edge See Detail C T Hole Diameter 1 8'' Larger than Dowel 4 52 9'' min.9'' min. 'RD' ABUTTING PAVEMENT JOINT 18" Long Dowel @ 12" Centers 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 8 A A 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) Crack or Joint LineCrack or Joint Line T < 8''24'' Long at 30'' Centers Joint Bars 'BT-5'#4 #5 'BT-3'24'' Long at 30'' Centers Bar Length and Spacing 'BT-4'24'' Long at 15'' Centers≥ 8'' T 9'' min.15'' min. 11 3 4'' Dia. Hole for BT-3 and BT-4 Joint5 8'' Dia. Hole for BT-5 Joint 'BT' ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled) NOTES: 1. CONTRACTOR TO SUBMIT JOINTING PLAN TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. 2. TIE BARS, (JOINTS L, BT, RD) TO BE INSTALLED ON JOINTS PARALLEL TO TRAFFIC FLOW. 3. ALL JOINTS TO BE SEALED 12 T SEE DETAIL D-1, D-2, OR D-3 'L' CONTRACTION JOINT T < 8''36'' Long at 30'' Centers Joint Bars 'L-1'#4 #5 'L-2'36'' Long at 30'' Centers Bar Length and Spacing 'L-3'36'' Long at 15'' Centers≥ 8'' 12 " 7" SCARIFIED AND RECOMPACTED SUBGRADE (95% STANDARD PROCTOR DENSITY) EXISTING SUBGRADE OR COMPACTED FILL (95% STANDARD PROCTOR DENSITY) P.C.C. 7" PCC 3' - 6 " 6"6" 6" 18" 18 " 4' - 0 " PLAN VIEW 6" OD SCH 40 STEEL PIPE BOLLARD FILLED SOLID WITH CONCRETE. PAINT COLOR TO BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION SLOPE CONCRETE TOP FOR POSITIVE WATER RUNOFF ISOLATION JOINT 18" DIA CONCRETE BASE ISOLATION JOINT G3 BOLLARD T 6 SEE DETAIL A OR B 'C' CONTRACTION JOINT GRANULAR SUBBASE GRANULAR SUBBASE4"4" 5'-0" MAX 1'-0" (RESIDENTIAL / AGRICULTURAL ONLY) 1 2 3 4 5 6 7 8 9 10 11 CUR B O P E N I N G DRIV E W A Y W I D T H DRIV E W A Y W I D T H 3'-0" MIN. 18"12" CUR B O P E N I N G 1'-0" M I N . 1'-0" M I N . 1 R 1'-0" 4 6 7 2 3 11 DROP CURB HEIGHTS - RESIDENTIAL: 0" TO 2" COMMERCIAL/INDUSTRIAL: 11 2" TO 3" AS S P E C I F I E D P R O P E R T Y L I N E 'B' JOINT 'E' JOINT 'C' OR 'E' JOINT 8 10 2 10 REFER TO DETAIL A BACK OF CURB AS S P E C I F I E D 'E' JOINT 'C' OR 'E' JOINT P R O P E R T Y L I N E 'B' JOINT 10 2 8 10 REFER TO DETAIL B BACK OF CURB 2 BACK OF CURB 7 DRIVEWAY CURB SIDEWALK 2#5 X 36" REINFORCING BAR 5 BACK OF CURB 7 TYPE A WITH FLARES DETAIL A TYPICAL SECTION TYPE A WITH RADII DETAIL B DRIVEWAY RADIUS (R). RESIDENTIAL: 10 FOOT MINIMUM,15 FOOT MAXIMUM. COMMERCIAL AND INDUSTRIAL: AS SPECIFIED IN THE CONTRACT DOCUMENTS. TRANSITION THE CURB HEIGHT TO 0 INCHES AT END OF TAPER/RADIUS OR AT THE FRONT EDGE OF SIDEWALK. DO NOT EXTEND RAISED CURB ACROSS SIDEWALK. PAVEMENT THICKNESS. RESIDENTIAL: 6 INCHES MINIMUM. COMMERCIAL AND INDUSTRIAL: 7 INCHES MINIMUM. SIDEWALK THICKNESS THROUGH DRIVEWAY TO MATCH THICKNESS OF DRIVEWAY. CENTER REINFORCING BAR VERTICALLY IN THE PAVEMENT. MATCH THICKNESS OF ADJACENT ROADWAY, 8 INCHES MINIMUM. PROVIDE 'E' JOINT AT BACK OF CURB UNLESS 'B' JOINT IS SPECIFIED. FOR ALLEYS, INVERT THE PAVEMENT CROWN 2% TOWARD CENTER OF ALLEY. TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. IF SPECIFIED IN THE CONTRACT DOCUMENTS, CONSTRUCT THE SIDEWALK THROUGH THE DRIVEWAY 5 FEET WIDE TO SERVE AS A PASSING SPACE. IF CROSS SLOPE OF ADJACENT SIDEWALK PANEL EXCEEDS 2.0%, REMOVE AND REPLACE TO TRANSITION FROM EXISTING SIDEWALK TO SIDEWALK THROUGH DRIVEWAY. IF ELEVATION CHANGE REQUIRES A CURB RAMP, COMPLY WITH FIGURE 7030.205; VERIFY NEED FOR DETECTABLE WARNING PANEL WITH ENGINEER. TRANSITION STREET CURB AT MINIMUM 1:1 SLOPE TO MEET DRIVEWAY CURB. 'C' joint 'C' joint 9 9 E6 INTEGRAL PCC CURB AND SIDEWALK 12" OF APPROVED JOINT SEALANT MATERIAL 6' ' MATCH BOTTOM OF ADJACENT PAVING 1 2" FLEXIBLE, LIGHT WEIGHT, NON-STAINING POLYETHYLENE CLOSED CELL EXPANSION JOINT FILLER COMPATED SUBGRADE CONCRETE PAVING 1" R 12"24" 1" 6" 3" (TYP) 3" (T Y P ) 24 " ( M I N ) (V A R I E S ) 3" (TYP) VARIES VARIES PAVEMENT GRANULAR SUBBASE POROUS ROCK (EXTEND TO BOTTOM OF PAVEMENT) 4" PERFORATED SUBDRAIN B2 SIDEWALK RAMPS E4 FLARED END SECTION W/ TRASH GUARD 4"x4"x1/4" PLATE WASHER 1-1/2" INSIDE DIA TO FIT END BAR 1/4" COTTER PIN 1-1/4" PIN WITH 1/4" COTTER PIN 3/8" STEEL TOP PLATE SHAPED TO CONFORM WITH APRON WELD TOP BARS TO TOP PLATE #6 CROSS BAR (2 REQUIRED) WELD TO EACH TOP BAR 2" EXCESS (TYP) #6 EVENLY SPACED TOP BARS (SEE TABLE) APRON SIZE TOP BARS REQUIRED 24" 30" 36" 8 10 12 #10 END BAR G4 ORIFICE PLATE 6" MI N . POURED INVERT TO BE PLACED FLUSH TO BOTTOM OF ORIFICE PLATE TO ALLOW FOR REMOVAL AND REPLACEMENT OF ORIFICE PLATE REFER TO PLANS FOR ORIFICE DIA. AND INVERT ELEVATION INLET PIPE INSTALL ORIFICE PLATE IN TWO HALVES TO ACCOMMODATE INSTALLATION AND FUTURE REMOVAL AND REPLACEMENT THROUGH MANHOLE LID. ORIFICE PLATE 24 " 30" 1/4" THICK STEEL ORIFICE PLATE INLET PIPE APPROVED STAINLESS STEEL ANCHOR BOLT-6 BOLTS MINIMUM STORM SEWER STRUCTURE (PER PLANS) TRIM PIPE FLUSH WITH STORM SEWER STRUCTURE WALL A4 RIGID PIPE EXCAVATION BEDDING WD 12" 15" 18" 24" 30" 36" 42" Mark 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 4f1 4f2 Size 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Count 3 2 3 2 3 3 3 3 3 4 3 5 3 5 Length 2'-0" 3'-8" 2'-6 " 3'-8" 3'-1" 3'-8" 4'-2" 3'-8" 5'-3" 3'-8" 6'-4" 3'-8" 6'-11" 3'-8" 2'-4" 2'-10 " 3'-5" 4'-6" 5'-7" 6'-8" 7'-3" 1212 REINFORCING BAR LIST TYPICAL SECTION ELEVATION RCP Apron Section 1'-8" 48 " 6" D RCP Apron Section 4f1 4f2 #4 Bars @ 18" o.c. W 48" C4 FLARED END SECTION FOOTING 6" 6" INLET OPENING WITH ORIFICE PLATE 4' MANHOLE ACCESS OPENING OPENING CONFIGURATION (TOP VIEW) 4' OUTLET OPENING E6 OPEN SIDED INTAKE (SW-513) A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 _ C i v i l \ C 5 0 0 C O N S T R U C T I O N D E T A I L S . d w g 9/ 2 0 / 2 0 2 2 1 2 : 5 1 : 0 7 P M C502 CO N S T R U C T I O N DE T A I L S -- - -- - CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E P L A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A OD = TW = d = Outside diameter of pipe Trench width at top of pipe: Min. = OD+18 inches Max.= 1.25xOD+12 inches OR 54 inches (whichever is greater) Depth of bedding material below pipe: OD/8 or OS/8, OR 4 inches (whichever is greater) Key Subgrade should be excavated or over excavated, if necessary, so a uniform foundation free of protruding rocks may be provided. Note: ALLOWABLE BURY DEPTH CLASS III RCP Pipe Diameter (in) Class R-1 Bedding Class R-2 Bedding As = Area of Steel Reinforcing 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 7' 8' 8' 8' 8' 10' 11' 11' 11' 11' 11' 11' 11' 11' 11' 10' 10' 11' 11' 12' 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' OD/2 TW TW CLASS R-1 CLASS R-2d OD d ODClass I Bedding 1 Material OD/6 Place remainder of bedding and backfill materials as specified in the contract documents. RCP CIRCULAR PIPE BEDDING 11 APPROVED STAINLESS STEEL ANCHOR BOLT-6 BOLTS MINIMUM IN-LINE PLUG CLEANOUT SEWER MAIN 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 NEENAH R-1975-A HEAVY DUTY CASTING AND LID 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 1 4 2'' MIN. CASTING CAP 2 PAVED AREAS NON-PAVED AREAS 8" 1'-0" PROPOSED PAVING 1" EXPANSION MATERIAL AROUND PIPE POURED CONCRETE BASE TWO-WAY CONNECTION END OF RUN SEWER MAIN SEWER MAIN PVC RISER A6 SUBDRAIN CLEANOUTS E2 BIKE RACK © ™ 26 [660] GRADE AA 28 [711] 3 1/2 [90] CAST ALUMINUM BODY 19 [481] 2 [54] SECTION A-A CAST ALUMINUM COVER landscapeforms BASIC QUALITY STATISTICAL SUMMARY REPORT PRODUCT MANUFACTURED SAND SIEVE/TEST TESTS AVERAGE ST DEV SPECIFICATION 3/8" (9.5mm)205 100.0 0.00 100-100 #4 (4.75mm)205 94.8 1.73 92-100 #8 (2.36mm)205 62.7 2.41 60-70 #16 (1.18mm)205 33.6 4.09 #30 (0.6mm)205 15.4 1.89 13-21 #50 (0.3mm)205 4.6 1.21 #100 (0.15mm)205 1.2 0.57 #200 (75 μm)205 0.69 0.408 0-2.5 Pan 205 0.00 0.000 OPEN CUTTING THE WATER MAIN WILL REQUIRE EXPOSING THE JOINT UTILITY TRENCH. THE CONDUIT SHALL BE BACKFILLED WITH SPECIFIED MANUFACTURED SAND. SEE GRADATION BELOW. G2 JOINT UTILITY TRENCH BACKFILL EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 SI D E W A L K OW N E R : L O L O W A U LCC ZO N I N G : K - O F , K - R C EXISTING 30' WATER LINE EASEMENT BK. 764, PG. 564 BK.2013, PG. 7598 63.00' B-B 27.50' B-B 175.00' ROW 3 1 . 0 0 ' B - B 6 0 . 0 0 ' R O W PA R C E L 2 1 - 1 2 0 (B K 2 0 2 2 , P G 3 6 3 ) PA R C E L 2 1 - 1 2 1 (BK 2 0 2 2 , P G 3 6 4 ) PA R C E L 2 1 - 1 2 2 (BK 2 0 2 2 , P G 3 6 5 ) PARCEL 21-123 (BK 2022, PG 366) GR A N D P R A I R I E P A R K W A Y EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 EXISTING 15 FOOT PUBLIC UTILITY EASEMENT BK.2013, PG.10387 EXISTING PUBLIC FACILITIES AND USE EASEMENT BK.2013, PG.10388 SANMH 1.0 (SW-301 (48IN)) N 578148.89 E 1543806.19 RIM = 1023.67 IE = 1011.41 SAN1.1 N IE = 1010.63 SAN1.0A S 10 0 + 0 0 1 0 1 + 0 0 1 0 2 + 0 0 103 + 0 0 104+00 105+0 0 106+ 0 0 107+00 108+00 108+77.86 (7) CAL KAR (5) ARO BDW (3) PHY NI2 (2) HYD ANN (5) ARO BDW (3) PHY NI2 (2) HYD ANN (5) ILE AFT (3) JUN OWL (2) HYD ANN (5) ILE AFT (3) PHY NI2 (3) JUN OWL (3) JUN OWL (2) ARO BDW (4) HYD ANN (3) ILE AFT (5) PHY NI2 (3) ILE AFT (4) HYD ANN (2) ARO BDW (3) JUN OWL (2) QUE BIC (1) CRA IN3 (1) CRA IN3 (1) CER CAN (2) QUE RUB (1) CER CAN (1) CRA IN3 (3) TAX MIC (1) CRA IN3 (1) CER CAN (1) CER CAN (1) CRA IN3 (3) TAX MIC (2) QUE BIC (1) CRA IN3 (1) CER CAN (1) CRA IN3 (1) CER CAN (3) PIN FLE (3) TAX MIC (1) CRA IN3 (1) CER CAN (2) QUE RUB (1) CRA IN3 (1) CER CAN (3) TAX MIC (2) QUE BIC (1) CRA IN3 (1) CER CAN (3) PIN FLE (3) TAX MIC (3) TSU CAN (2) QUE RUB (1) CRA IN3 (1) CRA IN3 (1) CER CAN (2) QUE BIC (3) TSU CAN (2) PIN CEM (3) GLE SKY (4) GYM DIO (4) GLE SKY (2) PIN CEM (3) TSU CAN (2) GLE SKY (2) PIN CEM (4) AME GRA (2) PIN CEM (2) CEL OCC (2) SYR RET (2) CEL OCC (2) CEL OCC (2) CEL OCC (1) SYR RET(1) ACE SUG(1) ACE SUG (1) SYR RET (1) ACE SUG (2) ACE SUG (1) ACE SUG (1) SYR RET (1) ACE SUG (1) ACE SUG (1) SYR RET (1) SYR RET (1) SYR RET (1) SYR RET (1) SYR RET(3) AME GRA (3) AME GRA (1) SYR RET (3) SYR RET (1) SYR RET (4) GYM DIO (4) GLE SKY (3) GYM DIO (3) PIN FLE (2) QUE BIC (2) QUE RUB (2) QUE RUB (3) PIN FLE (2) QUE BIC (3) PIN FLE (3) TAX MIC 1 1/2"- 2" RIVER ROCK MULCH AT 3" DEPTH 1 1/2"- 2" RIVER ROCK MULCH AT 3" DEPTH 1 1/2"- 2" RIVER ROCK MULCH AT 3" DEPTH ECO-GRASS, TYP. ECO-GRASS, TYP. TURF SEED OUTSIDE OF ROW AND PROPERTY LINES, TYP. SOD, TYP. SOD, TYP. SOD, TYP. NATIVE WETLAND SEED MIX, TYP. EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE PIN CEM 8 Pinus cembra Swiss Stone Pine B & B 6` HT. PIN FLE 15 Pinus flexilis 'Vanderwolf's Pyramid'Vanderwolf's Pyramid Limber Pine B & B 6` HT. TAX MIC 18 Taxodium distichum 'Mickelson' TM Shawnee Brave Bald Cypress B & B 6` HT. TSU CAN 9 Tsuga canadensis Eastern Hemlock B & B 6` HT. ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE AME GRA 10 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry B & B 6` HT. CER CAN 10 Cercis canadensis Eastern Redbud B & B 6` HT. CRA IN3 12 Crataegus crus-galli inermis Thornless Cockspur Hawthorn B & B 6` HT. SYR RET 15 Syringa reticulata Japanese Tree Lilac B & B 6` HT. OVERSTORY TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE ACE SUG 9 Acer saccharum Sugar Maple B & B 8` HT CEL OCC 8 Celtis occidentalis Common Hackberry B & B 8` HT GLE SKY 13 Gleditsia triacanthos inermis 'Skyline'Skyline Honey Locust B & B 8` HT GYM DIO 11 Gymnocladus dioica 'Espresso'Kentucky Coffeetree B & B 8` HT QUE BIC 12 Quercus bicolor Swamp White Oak B & B 8` HT QUE RUB 10 Quercus rubra Red Oak B & B 8` HT SHRUBS QTY BOTANICAL NAME COMMON NAME ROOT SIZE ARO BDW 14 Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 5 gal HYD ANN 14 Hydrangea arborescens 'Annabelle'Annabelle Hydrangea 5 gal ILE AFT 16 Ilex verticillata 'Afterglow'Afterglow Winterberry 5 gal JUN OWL 12 Juniperus virginiana 'Grey Owl'Grey Owl Eastern Redcedar 5 gal PHY NI2 14 Physocarpus opulifolius Ninebark 5 gal ORNAMENTAL GRASS QTY BOTANICAL NAME COMMON NAME ROOT SIZE CAL KAR 7 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 1 gal PLANT SCHEDULE GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE 34,115 sf Eco-Grass Low Maintenance Lawn Blend Eco-Grass Low Maintenance Lawn Blend SEED 13,713 sf Native Wetland Seed Mix Native Wetland Seed Mix SEED 120,152 sf Sod Grass Sod Grass Sod 39,130 sf Turf Seed with Hydromulch Turf Seed with Hydromulch SEED A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 b _ L a n d s c a p e \ L 1 0 1 L A N D S C A P E P L A N . d w g 9/ 2 0 / 2 0 2 2 1 : 3 7 : 3 5 P M L101 LA N D S C A P E P L A N MK S CB E CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E PL A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A NORTH LANDSCAPE SUMMARY -OPEN SPACE REQUIREMENT: MINIMUM OF 20% OF THE GROSS LAND AREA INCLUDING THE BUILDING LOT. -MINIMUM LANDSCAPE REQUIREMENT: ONE TREE & ONE SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE, 50% OVERSTORY SHADE, 25% EVERGREEN. -MINIMUM PLANT SIZE REQUIREMENT DECIDUOUS OVERSTORY TREE: 8' HT. EVERGREEN OVERSTORY TREE: 6' HT. DECIDUOUS ORNAMENTAL TREE: 6' HT. -OFFSTREET PARKING REQUIREMENTS: INTERIOR: ONE TREE PER PARKING ISLAND, 50% OVERSTORY SHADE. ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT. EXTERIOR: ONE OVERSTORY DECIDUOUS TREE PER 40' LINEAR FEET OF PUBLIC RIGHT-OF-WAY FRONTAGE. NOT ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT. -BUFFERS AND SCREENING: 30' SCREEN WITH 2 OVERSTORY, 3 EVERGREEN AND 2 ORNAMENTAL TREES PER 50' LINEAR FEET OF BUFFER. ADDITIONAL TO MINIMUM LANDSCAPE REQUIREMENT. MINIMUM LANDSCAPE REQUIREMENT:OPEN SPACE - 65,582 SF (20%) 66 TREES 66 SHRUBS OFFSTREET PARKING: INTERIOR - 16 TREES EXTERIOR - 19 TREES BUFFERS AND SCREENING: 550' LF OF BUFFER 22 DECIDUOUS OVERSTORY TREES 33 EVERGREEN TREES 22 ORNAMENTAL TREES REQUIRED PLANTING: DECIDUOUS OVERSTORY TREES: 63 EVERGREEN TREES: 50 ORNAMENTAL TREES: 46 SHRUBS: 66 PROPOSED PLANTING: DECIDUOUS OVERSTORY TREES: 63 EVERGREEN TREES: 50 ORNAMENTAL TREES: 46 SHRUBS: 70 ORNAMENTAL GRASSES:7 -FUTURE PARKING REQUIREMENTS: 4 INTERIOR PARKING OVERSTORY DECIDUOUS TREES LANDSCAPE NOTES 1.ALL TREES SHALL BE PER THE RECOMMENDATIONS AND REQUIREMENTS OF THE CURRENT ANSI 'AMERICAN STANDARDS FOR NURSERY STOCK'. 2.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. NOTIFY ENGINEER IMMEDIATELY UPON CONFLICT OF PLANTS, STRUCTURES, AND UTILITIES. 3.ALL PLANTING BEDS SHALL RECEIVE 3" DOUBLE SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE NOTED. 4.REPAIR ALL AREAS OF DISTURBANCE, INCLUDING RIGHT-OF-WAYS, WITH TURF SOD UNLESS NOTED OTHERWISE. 5.PLANTING BEDS SHALL BE TILLED TO A DEPTH OF 12" TO DECOMPACT SOILS. 6.ISLANDS SHALL BE CORED OUT TO REMOVE ALL GRANULAR AND COMPACTED SUBBASE TO A DEPTH OF 36" BELOW FINISH PAVING SURFACE AND FILLED WITH APPROVED TOPSOIL. 7.SEE SHEET L102 FOR SEEDING, SODDING AND LIVE PLANTING NOTES. A 1 PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N B C D E F HG 2 3 4 5 6 1 2 3 4 5 6 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M Pr i n t e d : DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K : PR O J E C T N U M B E R P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 b _ L a n d s c a p e \ L 1 0 1 L A N D S C A P E P L A N . d w g 9/ 2 0 / 2 0 2 2 1 2 : 5 2 : 2 7 P M L102 LA N D S C A P E DE T A I L S A N D NO T E S MK S CB E CI T Y S U B M I T T A L 0 3 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 -- - -- -TH E I O W A C L I N I C W A U K E E - S I T E PL A N S -- - 10 2 5 S E T A L L G R A S S L A N E , W A U K E E , I O W A 2 X ROOT BALL DIAMETER SET TREE PLUMB MAINTAIN THROUGHOUT WARRANTY. REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPE ARCHITECT APPROVAL. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. ROOT BALL CROWN 2" ABOVE GRADE 4" DOUBLE SHREDDED HARDWOOD MULCH PULLED BACK 6" FROM TRUNK BASE. TAPER TOP OF MULCH TO TURF LINE. 3'-0" MULCH RING SET ROOT BALL CROWN 2" HIGHER THAN GRADE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. SPADE CUT EDGE BETWEEN MULCH AND SOD, WHEN NOT WITHIN A CONTIGUOUS PLANTING BED. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL HOLE WITH MODIFIED PLANTING SOIL AS SPECIFIED. 6" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL. THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 ga WIRE. NOTES: 1. STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF PLANTING HOLE. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. 3. TREE STAKING IS REQUIRED FOR ALL DECIDUOUS TREES. USE 3 STAKES. 4. TREE STAKING IS REQUIRED FOR ALL EVERGREEN TREES. USE 2 STAKES. 4. REMOVE WITHIN 1 YEAR. STEEL POST, SEE CHART. PLAN VIEW NORTH DECIDUOUS TREE PLAN VIEW NORTH STAKING ORIENTATION PLAN EVERGREEN TREE STAKING ORIENTATION PLAN PLACE STAKES 6" BEYOND TREE'S DRIPLINE A6 DECIDUOUS TREE PLANTING C6 TREE STAKING DETAIL 3" DOUBLE SHREDDED HARDWOOD MULCH AS SPECIFIED. DIG HOLE 2X ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE PLANT IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AND ADD ANY SOIL AMENDMENTS OR FERTILIZERS AS SPECIFIED. SPACE PLANTINGS ACCORDING TO PLANS IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. REMOVE ALL ROPE, TWINE AND BURLAP FROM ROOT BALL OF B&B SHRUBS FOR SHRUBS ONLY: SET ROOT FLARE 2" ABOVE GRADE. PLANTING SOIL AS SPECIFIED G6 PERENNIAL AND SHRUB PLANTING BED SET TREE PLUMB MAINTAIN THROUGHOUT WARRANTY. REMOVE ALL FLAGGING AND LABELS AFTER LANDSCAPE ARCHITECT APPROVAL. TAPER TOP OF MULCH TO MATCH TURF LINE. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN PLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE WITH TERMINAL LEADERS EXCEEDING 12" IN LENGTH WILL ALSO BE REJECTED. ROOT BALL CROWN 2" ABOVE GRADE 2 X ROOT BALL DIAMETER PLACE STAKES 6" BEYOND TREE'S DRIPLINE 3'-0" MULCH RING SET ROOT BALL CROWN 2" HIGHER THAN GRADE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DOUBLE SHREDDED HARDWOOD MULCH RING AT 4" DEPTH PULLED BACK 6" FROM TRUNK BASE SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL HOLE WITH MODIFIED PLANTING SOIL AS SPECIFIED. E6 CONIFEROUS TREE PLANTING COMPACTED SUBGRADE NON-WOVEN GEOTEXTILE SEPARATOR FABRIC FACE OF BUILDING OR EDGE OF PAVING PER PLAN 1 1/2"-2" RIVER ROCK, 3" TYPICAL DEPTH SPADE CUT EDGE WHERE ROCK MULCH IS NOT BORDERED BY BUILDING OR PAVING G5 RIVER ROCK AREA 1.ALL SOD INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9020 - SODDING, UNLESS OTHERWISE NOTED. 2.ALL PLANT INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9030 - PLANT MATERIAL AND PLANTING, UNLESS OTHERWISE NOTED. 3.ALL PLANTING WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES ON SITE. 4.LOCATIONS OF ALL UTILITIES SHOWN ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT. 5.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. IF CONFLICTS EXIST BETWEEN PROPOSED PLANTING LOCATIONS AND OTHER STRUCTURES AND UTILITIES, CONTRACTOR SHALL COORDINATE PLANTING ADJUSTMENTS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 7.ALL TREES, SHRUBS, AND PERENNIAL PLANTS ARE LISTED IN THIS PLANT SCHEDULE. IF DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN ON THE DRAWINGS AND QUANTITIES LISTED IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 8.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.S.N.S.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO THE A.S.N.S. 9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING PLANT CULTURE, SIZE, CONDITION, AND NURSERY CERTIFICATION IN CONFORMANCE WITH SUDAS SECTION 9030 TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE OWNER AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT PLANTS THAT DO NOT CONFORM TO PROJECT SPECIFICATIONS AND ANSI STANDARDS UPON DELIVERY TO THE SITE. 11.SOD SHALL BE RHIZOMATOUS TURF-TYPE TALL FESCUE BY AGRILAND FS OR APPROVED EQUAL. 12.WOOD MULCH SHALL BE DOUBLE-SHREDDED HARDWOOD MULCH, PLACED TO A 3" TYPICAL DEPTH PER PLAN. 13.ROCK MULCH SHALL BE 1-1/2”- 2" RIVER ROCK MULCH AT 3” DEPTH OVER WEED BARRIER FABRIC PER PLAN. 14.PLANTING SOIL MIX SHALL CONSIST OF (1) PART LEAF-BASED ORGANIC COMPOST THOROUGHLY MIXED WITH (4) PARTS EXISTING OR IMPORTED LOAM TOPSOIL, PLACED TO A MINIMUM DEPTH OF 12". 15.THE CONTRACTOR SHALL PREPARE TOPSOIL IN ALL SODDED AREAS TO CONFORM WITH SUDAS SECTION 2010 - EARTHWORK. 16.THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING SOIL MIX. 17.THE CONTRACTOR SHALL PROVIDE A MECHANICAL SPADE-CUT EDGE AT THE PERIMETER OF MULCHED PLANTING BEDS PER PLAN. 18.APPLY PRE-EMERGENT WEED PREVENTER TO PLANTING AREAS PRIOR TO MULCHING. 19.CLUSTERED PLANTINGS OF PERENNIALS AND SHRUBS SHALL BE PLANTED IN A CONTIGUOUS MULCH BED. DECIDUOUS TREES SHALL RECEIVE INDIVIDUAL MULCH RINGS PER DETAIL, WHICH SHALL BE A MINIMUM DISTANCE OF 5' APART TO ACCOMMODATE MOWING OPERATIONS. 20.THE CONTRACTOR SHALL GUARANTEE ALL SOD TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR 60 DAYS AFTER SUBSTANTIAL COMPLETION OR SHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDAS SECTION 9020. 21.THE CONTRACTOR SHALL GUARANTEE ALL LIVE PLANT MATERIAL TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL YEAR AFTER SUBSTANTIAL COMPLETION OR SHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDAS SECTION 9030. 22.POINTS OF INSPECTION: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE AT LEAST FIVE (5) DAYS PRIOR TO START OF WORK, INSPECTIONS, OR DELIVERY TO THE PROJECT SITE TO ALLOW FOR INSPECTION SCHEDULING FOR EACH OF THE FOLLOWING WORK ACTIVITIES LISTED BELOW. THE NOTICE MUST BE SENT VIA CONFIRMABLE EMAIL OR FACSIMILE TRANSMISSION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE. A.PRE-INSTALLATION MEETING: THE CONTRACTOR SHALL MEET WITH THE OWNER AND/OR OWNER'S REPRESENTATIVE TO REVIEW SCHEDULE, SUBMITTALS, AND PROJECT EXPECTATIONS. THIS MEETING SHALL OCCUR AT LEAST 10 DAYS PRIOR TO THE START OF ANY WORK OR DELIVERIES TO THE JOB SITE. B.1ST INSPECTION MEETING: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE 5 DAYS IN ADVANCE FOR REVIEW ON PLANT STOCK DELIVERY, BALLED AND BURLAPPED TREE PLANTING PROCEDURES, PLANT BED PREPARATION, AND OTHER REVIEW. THIS MEETING SHALL OCCUR BEFORE PLANTING BEGINS TO ENSURE BEDS ARE CORRECT AND THE PROPER PLANTING PROCEDURES ARE FOLLOWED. C.FINAL INSPECTION MEETING: THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR OWNER'S REPRESENTATIVE 5 DAYS IN ADVANCE FOR REVIEW OF COMPLETE INSTALLATION. A PUNCHLIST BY THE OWNER AND/OR OWNER'S REPRESENTATIVE SHALL BE CREATED AND SENT TO THE CONTRACTOR AND OWNER TO COORDINATE ANY CLEAN UP, PLANT REPLACEMENT, AND REPAIR. D.FINAL PROJECT ACCEPTANCE: THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER AND/OR OWNER'S REPRESENTATIVE FOR SITE INSPECTION AT LEAST FOURTEEN (14) DAYS BEFORE THE ANTICIPATED DATE OF INSPECTION. SODDING AND LIVE PLANTING NOTES: 1.ALL SEED INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9010 - SEEDING, UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL PROVIDE ALL SUBMITTAL INFORMATION AS DESCRIBED IN SUDAS SECTION 9010 INCLUDING PROPOSED SEEDING METHODS AND SCHEDULE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.PREPARE TOPSOIL AND SEED BED IN CONFORMANCE WITH SUDAS SECTION 2010 - EARTHWORK, AND SECTION 9010. 4.THE CONTRACTOR SHALL UTILIZE TEMPORARY COVER CROPS IN CONFORMANCE WITH SUDAS SECTION 9010 AS NEEDED IN DETENTION BASIN TO COMPLY WITH SITE STABILIZATION AND EROSION CONTROL REGULATIONS. 5.NATIVE WETLAND SEED MIX SHALL BE UNITED SEEDS “FLOODPLAIN MIXTURE” (G0-IOWA CERTIFIED YELLOW TAG) OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH SEEDING RATES, DATES, AND METHODS RECOMMENDED BY SUPPLIER, AND IN CONFORMANCE WITH SUDAS DIVISION 9, SECTION 9010, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. 6.THE CONTRACTOR SHALL PROVIDE A 12 MONTH WARRANTY ON LOW MAINTENANCE LAWN MIX AS DESCRIBED IN SUDAS SECTION 9010. SEEDING NOTES: GOVER N M E N T OWNER: BEASLEY FARMS INC SE TALLGRASS L A N E GR A N D P R A I R I E P A R K W A Y PAR C E L " C C " GOV E R M E N T L O T 1 5 BK. 2 0 1 3 , P G . 2 0 0 9 6 EXISTING 30' WATER LINE EASEMENT (BK 764, PG 564) (BK 2013, PG 7598) EXISTING 15 FOOT PUBLIC UTILITY EASEMENT (BK 2013, PG 10387) DEDICATED TO PUBLIC 32535 SQ.FT. 0.747 ACRES LOT A 327907 SQ.FT. 7.528 ACRES LOT 1 PAR C E L 2 1 - 1 2 0 (BK 2 0 2 2 , P G 2 0 4 8 ) PAR C E L 2 1 - 1 2 1 (BK 2 0 2 2 , P G 2 0 4 9 ) PAR C E L 2 1 - 1 2 2 (BK 2 0 2 2 , P G 2 0 5 0 ) PAR C E L 2 1 - 1 2 3 (BK 2 0 2 2 , P G 2 0 5 1 ) EXISTING PUBLIC FACILITIES AND USE EASEMENT (BK 2013, PG 10388) PROPOSED PUBLIC STORM WATER DETENTION EASEMENT PROPOSED 30' PUBLIC LANDSCAPE BUFFER EASEMENT PROPOSED 10' PUBLIC UTILITY EASEMENT PROPOSED 10' PUBLIC UTILITY EASEMENT 1 0 . 0 0 ' PROPOSED PUBLIC ACCESS AND RECREATIONAL TRAIL EASEMENT 5 . 0 0 ' 8. 0 0 ' 1 0 . 0 0 ' FND CUT "X" FND CUT "X" SE COR GOV LOT 15 SEC 4-78-26 POINT OF COMMENCEMENT GR A N D P R A I R I E P A R K W A Y N 83°57'53" E 551 . 3 4 ' Δ = 0 2 9 ° 3 1 ' 2 5 " L = 4 5 3 . 5 8 ' R = 8 8 0 . 2 6 ' B R G = S 1 4 ° 1 8 ' 2 6 " E C H = 4 4 8 . 5 8 ' S 0 0 ° 2 7 ' 1 6 " W 1 3 0 . 1 6 ' S 58 ° 1 4 ' 5 7 " W 80.2 2 ' Δ = 0 2 4 °39'1 5 " L = 1 20 .4 8 ' R =280 .0 0' B R G = N 44°04' 4 1" W C H =119.5 6' Δ=060°46'2 2 " L=2 9 6.9 9 ' R=280.0 0 'BRG=N 86°47 '2 9 "W CH=28 3.2 6 ' S 62° 4 9 ' 2 0 " W 1 2 6 . 6 9 ' Δ =0 2 7 °3 8 '0 7 " L =1 0 6 .11' R =2 2 0 .0 0 ' B R G =S 7 6 °3 8 '2 4 "W C H =1 0 5 .0 9 ' N 89°32'32" W 29.80' N 0 0 ° 2 7 ' 1 6 " E 6 0 . 0 0 ' N 42°12'35" E 25.00' N 0 0 ° 2 7 ' 1 6 " E 60 . 0 0 ' S 3 3 ° 3 5 ' 4 2 " W 60 . 0 0 ' Δ=060°4 6 '2 2 " L=233.35 ' R=2 2 0.0 0 'BRG=N 86°4 7 '2 9 "W CH=2 22.5 6 ' S 62° 4 9 ' 2 0 " W 1 2 6 . 6 9 ' Δ =0 2 7 °3 8 '0 7 " L =1 3 5 .0 5 ' R =2 8 0 .0 0 ' B R G =S 7 6 °3 8 '2 4 "W C H =1 3 3 .7 5 ' N 89°32'32" W 29.80' N 00°27'16" E 60.00' N 00°27'16" E 510.74' 30.00' N 85°26'51" E 83.86' S 0 4 ° 3 3 ' 0 9 " E 2 0 . 0 0 ' N 85°26'51" E 124.57' PROPOSED 20' PUBLIC STORM SEWER EASEMENT PROPOSED 15' MIDAMERICAN UNDERGROUND ELECTRIC EASEMENT N 0 0 ° 0 0 ' 0 0 " E 83 . 4 4 ' N 00°00'00" E 80.15' N 90°00'00" E 15.00' S 27°10'40" E 10.00' Δ=13°16'53" L=67.22' R=290.00' BRG=S 69°27'47" W CH=67.07' Δ=3°02'04" L=15.36' R=290.00' BRG=N 77°37'15" E CH=15.36' 175.00' ROW S 83°57'55" W 88.1 0 ' N 83°57'53" E 119 6 . 0 5 ' OWN E R : L O L O W A U , L L C ZON I N G : K - R C OWN E R : H R C WAU K E E , L L C ZON I N G : K-MP - M E D OWN E R : H R C WAU K E E , L L C ZON I N G : K-MP - H I G H Δ=7°20'23" L=35.87' R=280.00' BRG=S 60°04'29" E CH=35.84' Δ=1°03'25" L=16.24' R=880.26' BRG=N 28°32'26" W CH=16.24' N 83°57'53" E 32.44' SW COR PARCEL 21-120 FIND 1 2" REBAR W/ CAP 13148 1025 SE TALLGRASS LN S 0 0 ° 0 0 ' 0 0 " E 3 1 7 . 2 3 ' S 25°12'51" W 71.21' Δ=25°12'51" L=52.37' R=119.00' BRG=S 12°36'26" W CH=51.95' S 1 4 ° 1 1 ' 4 3 " E 6 8 . 1 5 ' 312TH PL ASHWORTH RD S u g a r GR A N D P R A I R I E PK W Y WESTOWN PKWY SE TALLGRASS L N 13148 IOWA CLINIC WAUKEE PLAT 1 FINAL PLATProprietor: Surveyor: Return To: MURRAY B. BERTING Index Legend 4125 WESTOWN PARKWAY, SUITE 100 WEST DES MOINES, IA 50266, 515-223-8104 Company:SHIVE-HATTERY INC Parcel ID: Description: WaukeeCity: County:Dallas County 1604200023 and 1604200026 Government Lot 15 TIC PROPERTIES, LLC PROPERTY LOCATION A B C D E F 4 3 2 1 41 2 5 W E S T O W N P K W Y , S U I T E 1 0 0 WE S T D E S M O I N E S , I O W A 5 0 2 6 6 51 5 . 2 2 3 . 8 1 0 4 | S H I V E - H A T T E R Y . C O M A B C D E F RE C O R D D O C U M E N T TH E S E R E C O R D D O C U M E N T S H A V E B E E N P R E P A R E D BA S E D O N I N F O R M A T I O N P R O V I D E D B Y O T H E R S . SH I V E - H A T T E R Y H A S N O T V E R I F I E D T H E A C C U R A C Y AN D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N . S H I V E - HA T T E R Y S H A L L N O T B E R E S P O N S I B L E F O R A N Y ER R O R S O R O M I S S I O N S W H I C H M A Y B E IN C O R P O R A T E D H E R E I N A S A R E S U L T . PR E L I M I N A R Y - N O T F O R CO N S T R U C T I O N 4 3 2 1 PARCEL 21-120, PARCEL 21-121, PARCEL 21-122, AND PARCEL 21-123 IN GOVERNMENT LOT 15 IN SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., CITY OF WAUKEE, DALLAS COUNTY, IOWA, AS SHOWN IN PLATS OF SURVEY FILED JANUARY 6, 2022, IN BOOK 2022, PAGE 363, AND CORRECTED IN BOOK 2022, PAGE 2048, AND IN BOOK 2022, PAGE 364, AND CORRECTED IN BOOK 2022, PAGE 2049, AND IN BOOK 2022, PAGE 365, AND CORRECTED IN BOOK 2022, PAGE 2050, AND IN BOOK 2022, PAGE 366 , AND CORRECTED IN BOOK 2022, PAGE 2051 OF THE DALLAS COUNTY RECORDED'S OFFICE. SURVEYOR SHIVE-HATTERY, INC. ATTN: MURRAY BERTING 4125 WESTOWN PARKWAY STE 100 WEST DES MOINES, IA 50266 PHONE: 515-223-8104 PROPERTY OWNERS ZONING K-RC - KETTLESTONE RETAIL COMMUNITY LEGAL DESCRIPTION MINIMUM BULK REGULATIONS FRONT YARD - 0 FEET REAR YARD - 0 FEET UNLESS ADJACENT TO SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET SIDE YARD - 0 FEET UNLESS ADJACENT TO SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET MINIMUM LOT WIDTH - NO MINIMUM MINIMUM LOT AREA - NO MINIMUM AREA 8.663 ACRES TIC PROPERITES, LLC ATTN: NATE ESSER 5950 UNIVERSITY AVE STE 321 WEST DES MOINES, IA 50266 EMAIL: NESSER@IOWACLINIC.COM LOLOWAU, LLC 6000 UNIVERSITY AVE STE 350 WEST DES MOINES, IA 50266 XXX.XX' (M) XXX.XX' (P) FOUND PROPERTY CORNER, 5/8" ROD W/ YELLOW CAP #13148 (UNLESS NOTED) SET PROPERTY CORNER, 5/8" ROD W/ YELLOW CAP #13148 (UNLESS NOTED) FOUND SECTION CORNER MONUMENT (AS NOTED) FOUND MAG NAIL PROPERTY BOUNDARY LINE SECTION CORNER LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY LINE MEASURED BEARING AND DISTANCE PLATTED BEARING AND DISTANCE LOT LINES LEGEND PROPERTY ADDRESSES LOT 1 1025 SE TAILGRASS LANE GENERAL SURVEY NOTES 1.THE BASIS OF BEARINGS FOR THIS SURVEY IS: THE EAST LINE OF THE GOVERNMENT LOT 15 OF SECTION 4, T78N, R26W AS NORTH 00°27'16" EAST. VICINITY MAP FND 1/2" GAS PIPE W/ CAP 14775 FND CUT "X" SW COR GOVT LOT 15 SEC 4-78-26 N 83°57'53" E 32.00' DR A W N B Y AP P R O V E D B Y IS S U E D F O R IS S U E D A T E FI E L D B O O K PR O J E C T N U M B E R Pr i n t e d :1 OF 1 FI N A L P L A T KA S MB B CI T Y S U B M I T T A L 0 2 09 / 2 0 / 2 0 2 2 42 1 4 9 1 1 IO W A C L I N I C W A U K E E P L A T 1 TH E I O W A C L I N I C WA U K E E , I O W A P: \ P r o j e c t s \ D M \ 4 2 1 4 9 1 1 \ D e l i v e r a b l e s \ D r a w i n g s \ 1 a _ S u r v e y \ F I N A L P L A T . d w g 9/ 2 0 / 2 0 2 2 4 : 0 9 : 3 3 P M LEVEL 1 0" LEVEL 2 14'-8" 14 13 12 9 ROOF 29'-0" 7 5 4 3111068 11.2 10.614.5 NOTE: SITE ENCLOSURES HIDDEN FOR ELEVATION CLARITY ZONE 1ZONE 2 13.2 LEVEL 1 0" LEVEL 2 14'-8" 9 ROOF 29'-0" 7 5 4 36 14 8 10 15 10 7 8 8 2 10 9 3 10 15 31 ' - 0 " 6' - 4 " 28 ' - 0 " 2' - 0 " 2 6 ' - 0 " 10 ' - 0 " 8' - 0 " 5A 5 5 5 ZONE 1ZONE 2 5A 5A 7 LEVEL 1 0" LEVEL 2 14'-8" 14 13 12 9 ROOF 29'-0" 11 10 6 5 11 12 7 4 9 2 7 8 2 4 7 7 8 10 3 8 11.2 10.614.5 BEYOND 9 6' - 0 " 15 10 ' - 0 " 14 ' - 8 " 22 ' - 0 " ZONE 1ZONE 2 13.2 NOT USED1 INSULATED METAL WALL PANEL (IMWP)2 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: LIGHT GRAY) HORIZONTAL INSTALLATION TYPICAL PANEL SIZE: 96" - 192"W X 24"H X 3" D INSULATED METAL WALL PANEL (IMWP)3 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"-192"H X 3"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: FLORIM FACADES COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (BELDEN - ENGLISH GRAY) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D STONE MASONRY VENEER (STO)7 MANUFACTURER: ESCHELON CORDOVA STONE COLOR: (TBD: GRANITE, MIDNIGHT ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 24"W X 8"H X 1" & 4"D CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (CEDAR ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 CMU MASONRY EXTERIOR ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK COLOR: (TBD: CEDAR, CLAY BUFF ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 8"H X 12"D BRICK MASONRY VENEER ACCENT (BRK) MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (INTERSTATE - TITANIUM) STACK BOND & ROWLOCK INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D EXTERIOR ELEVATION MATERIALS - REVISED 1 NOT USED 2 INSULATED METAL WALL PANEL (IMWP) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 3" NOM THICKNESS 3 INSULATED METAL WALL PANEL (IMWP) COLOR 3 (DK GRAY) VERTICAL 24"W - 3" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 24"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (BELDEN BRK-ENGLISH GRAY) 16X4X4 RUNNING BOND 5A BRICK MASONRY VENEER (BRK) ACCENT COLOR (INTERSTATE BRK-TITANIUM) 16X4X4 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) 8"W X72"H COLUMN INSET AND COLUMN COPING CAPS 7 STONE MASONRY VENEER (STO) COLOR MIDNIGHT ROCK FACE (ESCHELON CORDOVA STONE) 24WX8HX4D RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - CEDAR 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 EXPOSED HSS STEEL FRAMED CANOPY SYSTEM - HPC COATING - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - CEDAR 13 LOUVERED MECHANICAL SCREEN-WALL (DK-GRAY) - MATCH IMWP COLOR 3 14 LOUVERED MECHANICAL SCREEN-WALL (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - ROCKFACE CMU - AMCON CLAY BUFF, CEDAR P L A N N I N G D E S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T O F R E C O R D ME C H / P L U M B Ba k e r G r o u p 16 0 0 C o r p o r a t e W o o d s D r i v e De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e . De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I A 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 NO T F O R C O N S T R U C T I O N PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: ISSUANCE EL E C / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I A 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : Mo h a g a n H a n s e n A r c h i t e c t u r e | I n t e r i o r s 10 0 0 T w e l v e O a k s C e n t e r D r i v e S t e 2 0 0 Wa y z a t a , M N 5 5 3 9 1 Ph o n e : ( 9 5 2 ) 4 2 6 - 7 4 0 0 AS C D E S I G N A R C H I T E C T 9/ 1 4 / 2 0 2 2 4 : 4 5 : 5 6 P M R3004.572.00 A05.01-SP EXTERIOR ELEVATIONS SITE PLAN SUBMITTAL DE S I G N D E V E L O P M E N T - C O R E & S H E L L IO W A C L I N I C - W A U K E E Ke t t l e s t o n e D e v e l o p m e n t SE T a l l g r a s s L a n e Wa u k e e , I A 5 0 2 6 3 TH E I O W A C L I N I C IOWA CLINIC -WAUKEE ©2022 SEPTEMBER 15, 2022 1/16" = 1'-0"(C1/A01.23x)A1 NORTH EXTERIOR ELEVATION OVERALL 1/8" = 1'-0"(A1/A01.12)B1 NORTH EXTERIOR ELEVATION ZONE 1 1/8" = 1'-0"(1/A-WP01.10)C1 NORTH EXTERIOR ELEVATION ZONE 2 EXTERIOR MATERIAL PALETTE FENESTRATION CALCULATIONS NORTH ELEVATION: EXTERIOR WALL: 8,254 SF OPENINGS: 1,354 SF 16.40 % OPENINGS EXTERIOR MATERIAL PERCENTAGES - NORTH ZONE 1: EXTERIOR MATERIAL PERCENTAGES - NORTH ZONE 2: EXTERIOR AREA ZONE 1: 4,950 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 1,842 SF 40.13% 3 - IMWP DK GRAY: 507 SF 10.24% 5 - BRK E GRAY: 700 SF 14.14% 5A- BRK TITANIUM: 27 SF 00.54% 7 - STO MASONRY: 280 SF 05.65% 8 - AWP CEDAR: 308 SF 06.22% 9 - CURTAINWALL: 202 SF 04.08% 10 - STOREFRONT: 1,084 SF 21.89% EXTERIOR AREA ZONE 2: 3,304 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 930 SF 28.14% 3 - IMWP DK GRAY: 598 SF 18.10% 4 - PWP WHITE: 54 SF 01.63% 7 - STO MASONRY: 309 SF 09.35% 8 - AWP CEDAR: 1,345 SF 40.70% 9 - CURTAINWALL: 68 SF 02.06% LEVEL 1 0" LEVEL 2 14'-8" 15141310 ROOF 29'-0" 7543 121168 12.311.6 15.2ZONE 1 ZONE 2 NOTE: MATERIALS HIDDEN FOR ELEVATION CLARITY LEVEL 1 0" LEVEL 2 14'-8" 10 ROOF 29'-0" 75436 7 5 8 3 2 3 4 12 11 2 6 7 5 9 10 8 2 5 10 10 8 8 6 11 12 32 ' - 0 " 22 ' - 0 " 10 ' - 0 " 36 ' - 4 " 2' - 0 " 38 ' - 4 " 26 ' - 0 " 18 ' - 0 " 6' - 0 " 2' - 0 " ZONE 1 ZONE 2 7 BEYOND 5 LEVEL 1 0" LEVEL 2 14'-8" 15141310 ROOF 29'-0" 1211 7 5A 10 8 2 12 11 5A 6 4 5A 10 8 8 2 7 4 109 8 12.311.6 15.2 7 5 8 3 1 3 6 11 12 2 22 ' - 0 " 2' - 0 " 10 ' - 0 " 4' - 0 " 6' - 0 " 20 ' - 0 " 22 ' - 0 " 10 ' - 0 " ZONE 1 ZONE 2 NOT USED1 INSULATED METAL WALL PANEL (IMWP)2 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: LIGHT GRAY) HORIZONTAL INSTALLATION TYPICAL PANEL SIZE: 96" - 192"W X 24"H X 3" D INSULATED METAL WALL PANEL (IMWP)3 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"-192"H X 3"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: FLORIM FACADES COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 NOT USED5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (INTERSTATE TITANIUM) STACK BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D STONE MASONRY VENEER (STO)7 MANUFACTURER: ESCHELON CORDOVA STONE COLOR: (TBD: GRANITE, MIDNIGHT ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 24"W X 8"H X 1" & 4"D CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (BARK ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 CMU MASONRY EXTERIOR ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK COLOR: (TBD: CEDAR, CLAY BUFF ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 8"H X 12"D EXTERIOR ELEVATION MATERIALS - REVISED 1 NOT USED 2 INSULATED METAL WALL PANEL (IMWP) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 3" NOM THICKNESS 3 INSULATED METAL WALL PANEL (IMWP) COLOR 3 (DK GRAY) VERTICAL 24"W - 3" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 24"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (INTERSTATE BRK-TITANIUM) 16X4X4 STACK BOND 5A NOT USED 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) 8"W X72"H COLUMN INSET AND COLUMN COPING CAPS 7 STONE MASONRY VENEER (STO) COLOR MIDNIGHT ROCK FACE (ESCHELON CORDOVA STONE) 24WX8HX4D RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - BARK 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 EXPOSED HSS STEEL FRAMED CANOPY SYSTEM - HPC COATING - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - BARK 13 LOUVERED MECHANICAL SCREEN-WALL (DK-GRAY) - MATCH IMWP COLOR 3 14 LOUVERED MECHANICAL SCREEN-WALL (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - ROCKFACE CMU - AMCON CLAY BUFF, CEDAR ZONE 1 ZONE 2 P L A N N I N G D E S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T O F R E C O R D ME C H / P L U M B Ba k e r G r o u p 42 2 4 H u b b e l l A v e De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e . De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I A 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 NO T F O R C O N S T R U C T I O N KEY PLAN PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: ISSUANCE EL E C / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I A 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : Mo h a g a n H a n s e n A r c h i t e c t u r e | I n t e r i o r s 10 0 0 T w e l v e O a k s C e n t e r D r i v e S t e 2 0 0 Wa y z a t a , M N 5 5 3 9 1 Ph o n e : ( 9 5 2 ) 4 2 6 - 7 4 0 0 AS C D E S I G N A R C H I T E C T 8/ 2 9 / 2 0 2 2 8 : 3 2 : 2 9 A M R3004.572.00 A05.02-SP EXTERIOR ELEVATIONS SITE PLAN SUBMITTAL DE S I G N D E V E L O P M E N T - C O R E & S H E L L IO W A C L I N I C - W A U K E E Ke t t l e s t o n e D e v e l o p m e n t SE T a l l g r a s s L a n e Wa u k e e , I A 5 0 2 6 3 TH E I O W A C L I N I C IOWA CLINIC -WAUKEE ©2022 AUGUST 26, 2022 1/16" = 1'-0" (A1/A01.11) A1 SOUTH ELEVATION OVERALL 1/8" = 1'-0"B1 SOUTH ELEVATION ZONE 1 1/8" = 1'-0"(1/A-WP01.10)C1 SOUTH ELEVATION ZONE 2 EXTERIOR MATERIAL PALETTE FENESTRATION CALCULATIONS SOUTH ELEVATION: EXTERIOR WALL: 8,549 SF OPENINGS: 2,754 SF 32.21% OPENINGS EXTERIOR MATERIAL PERCENTAGES - SOUTH ZONE 1: EXTERIOR MATERIAL PERCENTAGES - SOUTH ZONE 2: EXTERIOR AREA ZONE 1: 5,147 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 1,295 SF 25.16% 3 - IMWP DK GRAY: 370 SF 07.19% 4 - PWP WHITE: 612 SF 11.89% 5 - BRK TITANIUM: 290 SF 05.63% 7 - STO MASONRY: 256 SF 04.97% 8 - AWP BARK: 505 SF 09.81% 9 - CURTAINWALL: 517 SF 10.04% 10 - STOREFRONT: 1,304 SF 25.33% EXTERIOR AREA ZONE 2: 3,402 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 848 SF 24.92% 3 - IMWP DK GRAY: 373 SF 10.96% 4 - PWP WHITE: 586 SF 17.22% 7 - STO MASONRY: 309 SF 09.08% 8 - AWP BARK: 290 SF 08.52% 9 - CURTAINWALL: 248 SF 07.28% 10 - STOREFRONT: 1,093 SF 32.13% LEVEL 1 0" LEVEL 2 14'-8" C ROOF 29'-0" GDEC.3 7 14 10 8 2 12 11 4 5 2 2 5 8 10 2 57 8 F.3 F.4C'F 2 2' - 0 " 8' - 0 " 10 ' - 0 " 15 36 ' - 4 " 2' - 0 " 38 ' - 4 " XY Z 7 7 10 LEVEL 1 0" LEVEL 2 14'-8" CB' ROOF 29'-0" A'G DE C.3 12 11 7 9 2 2 2 7 7 10 9 3 8 F.3F.4 C'FD.5'C.9' 8 10 8 5A 18 ' - 0 " 2' - 0 " 20 ' - 0 " 2' - 0 " 2 2 ' - 0 " 24 ' - 0 " X YZ 4 LEVEL 1 0" LEVEL 2 14'-8" C ROOF 29'-0" G DE C.3 8 3 7 10 3 2 5 7 3 F.3F.4 F 8 10 4 15 22 ' - 0 " 2' - 0 " 28 ' - 0 " 1 0 ' - 4 " 38 ' - 4 " 32 ' - 0 " 10 ' - 0 " XZ LEVEL 1 0" LEVEL 2 14'-8" C B' ROOF 29'-0" A'GDEC.3 7 3 12 11 5 6 13 4 3 13 7 8 10 3 F.3 F.4C'F 8 15 28 ' - 0 " 26 ' - 0 " 14 ' - 0 " 1 0 ' - 0 " 24 ' - 0 " XY Z 7 EXTERIOR ELEVATION MATERIALS - REVISED 1 NOT USED 2 INSULATED METAL WALL PANEL (IMWP) COLOR 2 (LT GRAY) HORIZONTAL 24"H - 3" NOM THICKNESS 3 INSULATED METAL WALL PANEL (IMWP) COLOR 3 (DK GRAY) VERTICAL 24"W - 3" NOM THICKNESS 4 PORCELAIN WALL PANEL (PWP) COLOR 4 (TBD) VERTICAL 24"W - 3" NOM THICKNESS 5 BRICK MASONRY VENEER (BRK) COLOR (INTERSTATE BRK-TITANIUM) 16X4X4 STACK BOND 5A NOT USED 6 CAST STONE VENEER (STO) COLOR (EDWARDS - COLOR TBD) 8"W X72"H COLUMN INSET AND COLUMN COPING CAPS 7 STONE MASONRY VENEER (STO) COLOR MIDNIGHT ROCK FACE (ESCHELON CORDOVA STONE) 24WX8HX4D RUNNING BOND 8 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) - NICHIHA - VINTAGEWOOD AWP-3030-HORIZ - BARK 9 ALUMNUM CURTAINWALL SYSTEM-2.5"X7.5" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 10 ALUMINUM STOREFRONT & ENTRY SYSTEM - 2"X6" NOM - NATURAL ANODIZED AL - 1" INSUL GLAZING (SOLARBAN 70XL) 11 EXPOSED HSS STEEL FRAMED CANOPY SYSTEM - HPC COATING - COLOR (TBD) 12 FIBER CEMENT ARCHITECTURAL WALL PANEL (AWP) SOFFIT - NICHIHA - VINTAGEWOOD AWP - 3030-HORIZ - BARK 13 LOUVERED MECHANICAL SCREEN-WALL (DK-GRAY) - MATCH IMWP COLOR 3 14 LOUVERED MECHANICAL SCREEN-WALL (DIVINE WHITE) - MATCH PWP COLOR 4 15 SITE ENCLOSURE WALLS - ROCKFACE CMU - AMCON CLAY BUFF, CEDAR NOT USED1 INSULATED METAL WALL PANEL (IMWP)2 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: LIGHT GRAY) HORIZONTAL INSTALLATION TYPICAL PANEL SIZE: 96" - 192"W X 24"H X 3" D INSULATED METAL WALL PANEL (IMWP)3 MANUFACTURER: CENTRIA, KINGSPAN COLOR: (TBD: SLATE GRAY, GRAPHITE) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"-192"H X 3"D PORCELAIN WALL PANEL (PWP)4 MANUFACTURER: FLORIM FACADES COLOR: (TBD: CALCATTA GOLD, STATUARIO) VERTICAL INSTALLATION TYPICAL PANEL SIZE: 24"W X 96"H X 4"D (INCL. SUPPORTS) BRICK MASONRY VENEER (BRK)5 NOT USED5A MANUFACTURER: GLEN-GERY, BELDEN, INTERSTATE BRICK COLOR: (INTERSTATE TITANIUM) STACK BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 4"H X 4"D STONE MASONRY VENEER (STO)7 MANUFACTURER: ESCHELON CORDOVA STONE COLOR: (TBD: GRANITE, MIDNIGHT ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 24"W X 8"H X 1" & 4"D CAST STONE VENEER ACCENT (STO)6 MANUFACTURER: EDWARDS CAST STONE COLOR: (TBD: 18-018, 18-031 ) COLUMN INSET ACCENT & COPING CAP TYPICAL UNIT SIZE: 8"W X 72"H INSET 4" H COPING ALUMNUM CURTAINWALL SYSTEM9 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2 1/2" W X 7 1/2" D FIBER CEMENT WALL PANEL (AWP)8 MANUFACTURER: NICHIHA - VINTAGEWOOD COLOR: (BARK ) HORIZONTAL INSTALLATION TYPICAL UNIT SIZE: 120"W X 18"H PANELS - REVEALS @ 5" ALUMNUM STOREFRONT SYSTEM 10 MANUFACTURER: KAWNEER, EFCO, YKK, WAUSAU COLOR MULLIONS: NATURAL ANODIZED ALUMINUM GLAZING: 1" INSUL GLAZING VLT:64, SHGC 0.27, NFRC 0.24 TYPICAL MULLION SIZE: 2" W X 6" D EXPOSED HSS STEEL FRAMED CANOPY11 EXPOSED STRUCTURAL STEEL - HSS STEEL TUBE FRAMING COATING: HIGH PERFORMANCE COATING (HPC) GRAY COLOR FIBER CEMENT WALL PANEL (AWP) CEILING12 SIMILAR TO MATERIAL 8 - SEE MATERIAL 8 INFO ABOVE LOUVERED MECHANICAL SCREEN WALL 13 MANUFACTURER: TBD COLOR: MATCH IMWP COLOR 3-SLATE GRAY , GRAPHITE HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH COLOR 3 LOUVERED MECHANICAL SCREEN WALL14 MANUFACTURER: TBD COLOR: MATCH PWP COLOR 4 HSS STEEL SUPPORTS PER STRUCTURAL - HPC COLOR: MATCH PWP COLOR 4 CMU MASONRY EXTERIOR ENCLOSURES15 MANUFACTURER: AMCON, ANCHOR BLOCK COLOR: (TBD: CEDAR, CLAY BUFF ) RUNNING BOND INSTALLATION TYPICAL UNIT SIZE: 16"W X 8"H X 12"D ZONE 1 ZONE 2 P L A N N I N G D E S I G N 1 2 3 4 6 C A B 5 D E AR C H I T E C T O F R E C O R D ME C H / P L U M B Ba k e r G r o u p 42 2 4 H u b b e l l A v e De s M o i n e s , I A 5 0 3 1 7 Ph o n e : ( 5 1 5 ) 2 6 2 - 4 0 0 0 ST R U C T U R A L Ra k e r R h o d e s E n g i n e e r i n g 47 1 7 G r a n d A v e . De s M o i n e s , I A 5 0 3 1 2 Ph o n e : ( 5 1 5 ) 2 7 7 - 0 2 7 5 CI V I L / L A N D S C A P E Sh i v e H a t t e r y 41 2 5 W e s t o w n P a r k w a y S t e 1 0 0 We s t D e s M o i n e s , I A 5 0 2 6 6 Ph o n e : ( 5 1 5 ) 2 2 3 - 8 1 0 4 NO T F O R C O N S T R U C T I O N KEY PLAN PROJECT. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF RDG Planning & Design, Inc. REPRODUCTION IS PROHIBITED. THESE DOCUMENTS HAVE BEEN PREPARED BY RDG SPECIFICALLY FOR THE RDG Planning & Design PROJECT NO: ISSUANCE EL E C / I T / A V Co m m o n w e a l t h E n g i n e e r s , I n c . 15 3 0 2 n d A v e De s M o i n e s , I A 5 0 3 1 4 Ph o n e : ( 5 1 5 ) 2 8 8 - 5 7 8 3 C A B D E 1 2 3 4 65 THIS DRAWING MAY NOT REPRESENT ALL CHANGES THAT HAVE OCCURRED DURING BID OR CONSTRUCTION PHASES. CONSTRUCTION DOCUMENTS, ADDENDA AND CHANGE DOCUMENTS REMAIN THE OFFICIAL CONSTRUCTION DOCUMENTS. RD G P l a n n i n g & D e s i g n 30 1 G r a n d A v e n u e De s M o i n e s , I o w a 5 0 3 0 9 Ph o n e : ( 5 1 5 ) 2 8 8 - 3 1 4 1 DA T E P R I N T E D : Mo h a g a n H a n s e n A r c h i t e c t u r e | I n t e r i o r s 10 0 0 T w e l v e O a k s C e n t e r D r i v e S t e 2 0 0 Wa y z a t a , M N 5 5 3 9 1 Ph o n e : ( 9 5 2 ) 4 2 6 - 7 4 0 0 AS C D E S I G N A R C H I T E C T 8/ 2 9 / 2 0 2 2 8 : 3 5 : 4 5 A M R3004.572.00 A05.03-SP EXTERIOR ELEVATIONS SITE PLAN SUBMITTAL DE S I G N D E V E L O P M E N T - C O R E & S H E L L IO W A C L I N I C - W A U K E E Ke t t l e s t o n e D e v e l o p m e n t SE T a l l g r a s s L a n e Wa u k e e , I A 5 0 2 6 3 TH E I O W A C L I N I C IOWA CLINIC -WAUKEE ©2022 AUGUST 26, 2022 1/8" = 1'-0" (A1/A11.10) A1 WEST ELEVATION ZONE 1 1/8" = 1'-0" (1/A-WP01.10) C1 EAST ELEVATION ZONE 2 1/8" = 1'-0"B1 BUILDING SECTION THRU LINK TO MOB 1/8" = 1'-0" (A1/A02.03) D1 BUILDING SECTION THRU LINK TO ASC EXTERIOR MATERIAL PALETTE FENESTRATION CALCULATIONS WEST ELEVATION: EXTERIOR WALL: 4,310 SF OPENINGS: 790 SF 18.33% OPENINGS FENESTRATION CALCULATIONS LINK WEST ELEVATION: EXTERIOR WALL: 2,245 SF OPENINGS: 420 SF 18.71% OPENINGS EXTERIOR AREA WEST ELEV: 4,310 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 1,704 SF 39.53% 4 - PWP WHITE: 492 SF 11.41% 5 - BRK TITANIUM: 376 SF 08.72% 7 - STO MASONRY: 178 SF 04.13% 8 - AWP BARK: 778 SF 18.05% 9 - CURTAINWALL: 120 SF 02.78% 10 - STOREFRONT: 670 SF 15.54% EXTERIOR AREA LINK-W ELEV: 2,245 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 323 SF 14.38% 3 - IMWP DK GRAY: 916 SF 40.80% 4 - PWP WHITE: 333 SF 14.83% 5 - BRK TITANIUM: 130 SF 05.79% 7 - STO MASONRY: 36 SF 01.60% 8 - AWP BARK: 117 SF 05.21% 9 - CURTAINWALL: 420 SF 18.71% FENESTRATION CALCULATIONS EAST ELEVATION: EXTERIOR WALL: 3,517 SF OPENINGS: 860 SF 24.45% OPENINGS EXTERIOR AREA EAST ELEV: 3,517 SF EXTERIOR MATERIALS: 2 - IMWP LT GRAY: 1,452 SF 41.28% 4 - PWP WHITE: 529 SF 15.04% 7 - STO MASONRY: 296 SF 08.41% 8 - AWP BARK: 337 SF 09.58% 9 - CURTAINWALL: 200 SF 05.68% 10 - STOREFRONT: 660 SF 18.76% FENESTRATION CALCULATIONS LINK EAST ELEVATION: EXTERIOR WALL: 1,583 SF OPENINGS: 408 SF 25.77% OPENINGS EXTERIOR AREA LINK-E ELEV: 1,583 SF EXTERIOR MATERIALS: 4 - PWP WHITE: 373 SF 23.56% 7 - STO MASONRY: 128 SF 08.08% 8 - AWP BARK: 673 SF 42.51% 9 - CURTAINWALL: 333 SF 21.03% 10 - STOREFRONT: 75 SF 04.73%