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2016-08-15-J12 Kettlestone Office Project - Site Plan
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 15, 2016 AGENDA ITEM: Consideration of approval of a resolution approving site plan for Kettlestone Office Development [2705 Grand Prairie Parkway] FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Ashworth Properties, Inc. is requesting approval of a site plan for an approximately 93,000 square foot two-story office building on the corner of Grand Prairie Parkway and SE Esker Ridge Drive. The proposed project is the first major office development within the Kettlestone area. Access to the site will be provided off of SE Esker Ridge Drive as well as a right-in/right-out access on Grand Prairie Parkway. The building has been designed to take full advantage of the City’s greenbelt and pond system to the north of the site with a main central corridor with full glazed surfacing on either end. The building will also incorporate a large outdoor patio area adjacent to the City’s greenbelt. The proposed project is consistent with the design guidelines established for Kettlestone. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the request at their meeting on August 9, 2016 and recommended approval. Approval of a Site Plan for Kettlestone Office Development (2705 Grand Prairie Parkway) Senior Planner Andy Kass introduced the request by applicant Knapp Properties/ Ashworth Properties, Inc. for the subject property located with the Kettlestone District at the intersection of Grand Prairie Parkway and SE Esker Ridge Drive. The site plan for the proposed project identified a two-story 93,740 square foot office building. This building would be constructed and owned by Knapp Properties and the space will be leased by a single corporate tenant. The side plan also identifies a future building expansion on the east side of the building. The proposed building will back up to an existing set of regional storm water retention ponds that are owned by the City of Waukee. Also identified on the plan is an outdoor patio and terrace that will overlook the ponds and the tenant will utilize this space for employees and events. Mr. Kass advised that the site will have access provided by a right in and right out only access on Grand Prairie Parkway and permanent full access off of SE Esker Ridge Drive. As part of the improvements related to this site, SE Esker Ridge Drive will be extended from Grand Prairie Parkway eastward to the future intersection of SE Esker Ridge Drive and Se Glacier Trail .Typically the developer if the property would be responsible for the installation and construction management of the road project but in July of 2016 the City of Waukee was awarded by the Iowa Department of transportation a $1.3 million RISE ( Revitalize Iowa’s Sound Economy) grand for the construction of the roadway. Therefore, the road must be a City bid and managed project and agreements between the City and engineering firms have been reached for the design and management of the project. Mr. Kass explained that the site would require 375 parking spaces and the site plan identifies 413 parking spaces for the initial development with a possible expansion that would bring the total parking space count for the site to 472 spaces. Bike racks have been provided on the south side of the building in addition to 12 bicycle parking spaces provided inside the building on the lower level. Mr. Kass also advised that a five foot wide sidewalk will be constructed on the north side of SE Esker Ridge Drive and there is an existing 10 foot wide trail fronting the subject property along Grand Prairie parkway. The applicant has also proposed to construct an interior trail network that will connect to the future city greenbelt trail network. Mr. Kass stated that sanitary sewer service for the proposed building will connect to an existing man hole for the 12 inch sanitary sewer that runs along the east side of grand prairie parkway. A 5000 gallon grease interceptor has been indicated on the utility plan as there will be a commercial kitchen on site. Water service will be provided off of se Esker ridge drive and storm water detention will be provided in a regional storm water ponds to the north of the proposed building which are owned and maintained by the City of Waukee. The minimum open space requirements have been met and exceeded with the proposed site plan. Mr. Kass introduced the elevation for the subject property and the materials provided to the commission advising that the building is proposed to be constructed primarily of architectural insulated precast concrete paneling and glazing. The elevations also indicate areas of metal wall paneling for screening of rooftop mechanical units. All of the proposed materials are listed as acceptable building materials in the Kettlestone Design Guidelines and the proposed fenestration on street facing facades meets the minimum requirements for the Kettlestone Design Guidelines. Mr. Kass advised that the Fire Department has reviewed the proposed site plan in consideration of life safety and emergency response and all comments have been addressed. The trash enclosure for the site is located within the service drive on the east side of the building as is preferred by the staff as the enclosure will not be visible from Grand Prairie Parkway. Monument signage has been indicated at the entrance from Grand prairie Parkway and at the corner of Grand Prairie Parkway and SE Esker Ridge Drive. At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to remaining staff comments. Mr. Kass introduced a question that was sent via email from the commission regarding the overall intent for the design of the building and how it meets the design standards for the Kettlestone District. Tim Hickman the Architect for the proposed building stepped forward from the applicants to address the concern. Mr. Hickman advised that based on the guidelines, they were trying to present the interpretation for a sustainable office space design. This means that, per page 58 of the guidelines, the concentration of focal interest should be in the commons area meaning the entrances, street side view, and green space, instead of overpowering it with bold architecture. The terms natural and neutral were the main intent in order to accentuate a highly day-lit and energy efficient space with wood accents in the Soffit overhang to provide more warmth to the highlighted areas. Mr. Hickman also addressed the issue with the exterior not meeting the required finish of being brick or stone, stating that there is a variety of building materials shown in the master plan as examples and not all of them are stone or brick. He indicated to page 86 where an all glass and metal building was shown and even an entirely pre-cast building was demonstrated to make a point that what was being stated and shown were perhaps not in cohesion. Commissioner Hoifeldt questioned how wide the pre-cast modules were going to be. Mr. Hickman advised that they were proposed to be 5 feet wide with deeper groves than what was indicated on the material sample in order to provide the shadow interest depicted on the elevations. Commissioner Hoifeldt questioned if the color presented would be the color of precast used. Mr. Hickman advised that they did offer several other color options but that the applicant did choose this particular selection. Commissioner Shanks questioned if there was a generator on site. Mr. Hickman advised that the transformer and emergency generator will be located at the bottom of the steeper grade change. Commissioner Hoifeldt questioned what was proposed in the area for extra parking until it actually became a parking lot. Mr. Hickman advised that the parking expansion was built in to the plan so that the building would remain in compliance with city requirements should the building choose to add an extension and would be sodded greenspace until such an extension was in the works. Commissioner Hoifeldt questioned where the division between the city trail and the trails that the developer would be responsible for was located. Mr. Kass advised that anything north of the proposed patio was the city’s trail and south of the patio would be the responsibility of the applicant. Commissioner continued questioning if the trails would be built on a similar timeline. Mr. Deets addressed the question stating that the city would be making some improvements to the detention ponds and the area surrounding it for the trail system incorporating turf and prairie grass sections and several aerators to the ponds to help move the water and make them more of a feature. Mr. Deets then advised that there was an agreement to have this section completed by the end of 2017 as the applicants intended occupancy for February 2018 pending Commission and City Council approval. Commissioner Schmidt voiced his concerns, stating that the buildings with in the pages Mr. Hickman showed them, while not matching the requirements initially, did display more architectural complexity and were much larger in size than the building proposed and that he was just expecting something a little more especially in the shape of the building as this was the first office building in the Kettlestone District and would set the tone and precedent for any future buildings. Mr. Deets advised that the proposed building generally meets the requirements of the Kettlestone District Guidelines. He advised that office buildings were going to be more square as is needed for their purposes and uses, and that the depicted building did follow a more modern expression which was the design intent. Commissioner Shanks questioned Mr. Deets if this building would continue to fit well with those who do take the design guidelines more literally later on. Mr. Deets advised that the guidelines were not meant to be a template rather to indicate the overall feel for the area. The way the building has been sited it will not look as flat as the elevations depict. You will always see more than one façade regardless of the direction you are going save for on SE Esker Ridge Drive which has the entrance of the building to provide interest. Aimee Staudt of Knapp Properties spoke to the commission about the reason for the simplicity, stating that as it is a leasing property, we are taking into account the use of the building for a tenant with a more new age and open approach to the work area. They also wanted to include a focus on the outdoor amenities for the employees and provide bright, clean, and usable space indoors and out. Commissioner Hoifeldt moved to approve the Site Plan for Kettlestone Office Development (2705 Grand Prairie Parkway) subject to any remaining staff comments and completion of legal documents, seconded by Commissioner Streit. Ayes: Nigro, Streit, Hoifeldt, Shanks and Schmidt. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: All staff comments related to the site plan have been addressed and staff would recommend approval. RECOMMENDATION: Approve the Resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Staff Comment Letter IV. Site Plan V. Elevations PREPARED BY: Brad Deets, Development Services Director REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 16- APPROVING THE SITE PLAN FOR KETTLESTONE OFFICE PROJECT [2705 GRAND PRAIRIE PARKWAY] 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 Kettlestone Office Project, subject to remaining staff comments on August 9, 2016; AND, WHEREAS, the Site Plan for Kettlestone Office Project is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Kettlestone Office Project is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Kettlestone Office Project is in general conformance with the Kettlestone Design Guidelines. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 15th day of August, 2016 that the Site Plan for Kettlestone Office Project is approved, subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk ROLL CALL VOTE AYE NAY ABSENT ABSTAIN Anna Bergman Brian Harrison Shelly Hughes Larry R. Lyon Rick Peterson STAFF REPORT TO: Planning and Zoning Commission PREPARED BY: Andy Kass RE: Kettlestone Office Development – Site Plan DATE: August 9, 2016 GENERAL INFORMATION: Applicant: Knapp Properties / Ashworth Properties, Inc. Requested Action Site Plan Approval Location and Size: Property is generally located east of Grand Prairie Parkway and north of future SE Esker Ridge Drive, containing 8.22 acres. LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped Kettlestone Office K-OF North Regional Storm Water Retention Pond Conservation & Open Space K-OF South Undeveloped Kettlestone Office & Retail Community K-OF / K-RC East Undeveloped Kettlestone Office & Multi- Family Stacked Medium K-OF / K-MF Stacked West Undeveloped Kettlestone Office & Retail Community K-OF / K-RC BACKGROUND: The subject property is located within the Kettlestone District at the intersection of Grand Prairie Parkway and SE Esker Ridge Drive. The subject property and surrounding property was rezoned in early 2016 to the respective Kettlestone zoning districts specified by the land use map for the Kettlestone District. The proposed site plan for an office building is the first phase of development proposed within the Ashworth Properties North Plat 1 development, and is the first of its kind within the Kettlestone District. August 5, 2016 2 of 4 ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties. PROJECT DESCRIPTION: The site plan for the proposed project identifies a two-story 93,740 square foot office building. The building will be constructed and owned by Knapp Properties and the space will be leased by a single corporate tenant. The site plan also identifies a future building expansion on the east side of the building. The proposed building will back-up to an existing set of regional storm water retention ponds that are owner by the City of Waukee. Also identified on the plan is an outdoor patio and terrace that will overlook these ponds. The tenant will utilize this space for employees and events. ACCESS AND PARKING: Access to the site will be provided off of Grand Prairie Parkway and SE Esker Ridge Drive. The access off of Grand Prairie Parkway will be limited to a right-in right-out access. The access off of SE Esker Ridge Drive will be a permanent full access point. As part of the improvements related to this site SE Esker Ridge Drive will be extended from Grand Prairie Parkway eastward to the future intersection of SE Esker Ridge Drive and SE Glacier Trail. Typically the developer of the property would be responsible for the installation and construction management of the road project, but in July 2016 the City of Waukee was awarded by the Iowa Department of Transportation a $1.3 million RISE (Revitalize Iowa’s Sound Economy) grant for the construction of the roadway. Because the City has received the grant the construction of the road must be a City bid and managed project. Agreements between the City and engineering firms have been reached for the design and management of the project. August 5, 2016 3 of 4 The K-OF District requires I parking space per 250 square feet of office space. The proposed use requires 375 parking spaces and the site plan identifies a total of 413 parking spaces for the initial development. The site plan identifies a future parking expansion that will bring the total parking space count for the site to 472 parking spaces. The future parking is in anticipation of a future building expansion. The parking area is proposed to be located on the south side of the building. Bike racks have been provided on the south side of the building. In addition, 12 bicycle parking spaces will be provided inside of the building on the lower level. SIDEWALKS/TRAILS: As part of the site improvements a five foot wide sidewalk will be constructed on the north side of SE Esker Ridge Drive. An existing 10 foot wide trail fronting the subject property runs along Grand Prairie Parkway. In addition to the exterior pedestrian circulation, the applicant has proposed to construct an interior trail network that will connect to the future City greenbelt trail network. The site plan shows the alignment of the greenbelt trails to the north around the pond that will connect to the pedestrian underpass that is located under Grand Prairie Parkway. UTILITIES: Sanitary sewer service for the proposed building will connect to an existing manhole for the 12-inch sanitary sewer that runs along the east side of Grand Prairie Parkway. A 5,000 gallon grease interceptor has been indicated on the Utility Plan because there will be a commercial kitchen on-site. Water service will be provided off of SE Esker Ridge Drive. Storm water detention will be provided in the regional storm water ponds to the north of the proposed building. These ponds are owned and maintained by the City of Waukee. OPEN SPACE AND LANDSCAPING: A minimum of 25% of the project area is required to be open space. However, the Kettlestone Design Guidelines allow for reductions in open space if the applicant provides land for regional storm water detention and green space. The property owner has dedicated both to the City and qualifies for a 10% open space reduction. The applicant has provided the minimum of 15% open space on the site. The landscaping plan identifies the required landscaping for the building, parking lot, and open space. In addition, to the typical landscaping requirements street trees are required along SE Esker Ridge Drive. The plan set identifies the required street tree plantings along SE Esker Ridge Drive. ELEVATIONS: The applicant has submitted proposed elevations for the building. These elevations are included within the overall plan set for the development. Material samples will be available at the Planning and Zoning Commission meeting. The two-story building is proposed to be constructed primarily of architectural insulated precast concrete paneling and glazing. The elevations also indicate areas of metal wall paneling for screening of rooftop mechanical units. All of these proposed materials are listed as acceptable building materials in the Kettlestone Design Guidelines. The Kettlestone Design Guidelines require a minimum of 50% fenestration on a street facing façade and a minimum of 45% on the second floor of a street facing façade. The applicant has provided the required amount of fenestration on street facing facades. August 5, 2016 4 of 4 MISCELLANEOUS: The Fire Department has reviewed the proposed site plan in consideration of life safety and emergency response and all comments have been addressed. The applicant has submitted a photometric plan for the site that is in compliance with the lighting standards in the Kettlestone Design Guidelines. The trash enclosure for the site is located within the service drive on the east side of the building. This location is preferred by staff as the enclosure will not be visible from Grand Prairie Parkway. Monument signage has been indicated at the entrance from Grand Prairie Parkway and at the corner of Grand Prairie Parkway and SE Esker Ridge Drive. STAFF RECOMMENDATION: The proposed use is complaint with the Kettlestone Office Zoning District (K-OF) and the design of the building is compliant with the architectural standards set forth in the Kettlestone Design Guidelines. At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to remaining staff comments. CITY OF WAUKEE Andy Kass, AICP Senior Planner Development Services Department 230 W. Hickman Road Waukee, IA 50263 Phone: (515) 978-9533 Fax: (515) 987-1845 1st Review: May 3, 2016 2nd Review: July 25, 2016 3rd Review: 4th Review: Confluence Attn: Chris Della Vedova 525 17th Street Des Moines, IA 50309 RE: Knapp Office Development – Site Plan Dear Mr. Della Vedova: Per your request, staff has reviewed the proposed site plan for Knapp Office Development. The property is located at the northeast corner of the future intersection Grand Prairie Parkway and SE Esker Ridge Drive.. Based upon our review, staff has the following comments related to the site plan: COVER SHEET & GENERAL COMMENTS 1. Colored building elevations should be provided as part of the next submittal for review. Colored elevations should be provided so that staff can do full architectural review of the proposed building. Engineers Response: 2. Building material samples should be provided prior to the Planning & Zoning Commission hearing. Engineers Response: 3. Provide project manager contact information. 4. A check in the amount of $250.00 should be submitted to satisfy the review fee. 5. A final plat and preliminary plat should be submitted for review. 6. Staff suggested coordinating with the property owner to the south (ARAC, LLC) for the construction of SE Esker Ridge Drive. The project for construction of this road may be the responsibility of developers if the City does not receive funds to construct the road. City staff is currently reviewing plans for the property to the south and believes it would be prudent for both property owners to discuss the construction of this road. SHEET L200 | LAYOUT PLAN 7. All existing easements should be indicated with recorded book and page numbers. In addition, all proposed easements should be indicated. 8. A five foot wide sidewalk along the north side SE Esker Ridge Drive should be indicated. Project Name Project Engineer/Manager Project Type City Contact Knapp Office Development Chris Della Vedova Site Plan Andy Kass 9. Pedestrian ramps and warning panels should be provided at driveway crossings along SE Esker Ridge Drive. Design information including spot elevations, cross slopes, and running ramp grades should be provided to verify compliance with ADA/PROWAG requirements for pedestrian facilities. 10. Building square footage should be indicated on the building. 11. Esker Ridge Drive should be indicated as SE Esker Ridge Drive. 12. A note should be indicated that the Waukee Standard Specifications for Public Improvements and the most recent edition of SUDAS shall apply to all work on the project unless otherwise noted. 13. A note should be added to the plan set indicating that any changes proposed to the site plan during construction shall be approved in writing by the City of Waukee Development Services Department. 14. A note should be added to the plan set indicating that the contractor is responsible for any changes made during construction that have not been granted approval in writing by the City of Waukee Development Services Department. 15. A note should be added to the plan set indicating that all construction staking including pedestrian facilities shall be conducted under the direction of a licensed surveyor or engineer. 16. Locations for proposed monument signage should be indicated on the plan. A note should also be added to the plan set indicating that all proposed building and site signage will require a permit from the City of Waukee Development Services Department. 17. A colored elevation for the proposed trash enclosure should be provided for review. Engineers Response: 18. Please indicate the parking requirements (1 space per 250 square feet of GFA) 19. Label the existing trail. 20. Bicycle parking spaces shall be provided in an amount that is equal to at least 3% of the required off street automobile parking spaces. Please indicate bicycle parking on the plan set. Per the Kettlestone Design Guidelines bicycle parking should be located within a building or structure, on the ground floor, basement, or first level. Based on the required off street parking a total of 12 bicycle parking spaces are needed. Please add 2 additional stalls. Engineers Response: 21. The first site entrance off of SE Esker Ridge Drive should be moved to the east so that it lines up with the east property line of the ARAC, LLC property to the south. The spacing of the access as proposed was no adequate distance from Grand Prairie Parkway. 22. The proposed north property line should be indicated on the plan set. Separate exhibits identifying the legal descriptions for the area to be acquired and traded to the City shall be prepared and submitted for review. 23. Staff suggests providing a pedestrian route from the sidewalk along SE Esker Ridge Drive through the parking lot to the building. 24. A radius should be added to the bike trail outside of the pedestrian box for movement to the south. 25. Please indicate what the radii are for the entrances into the site. 26. A temporary turnaround will be required to be installed at the end of SE Esker Ridge Drive. 27. The trail should be continued to the south property boundary on the east side of the site. In addition, a pedestrian crossing to the south will need to be provided at SE Esker Ridge Drive. 28. Proposed trails should be 10 feet wide. 29. Pedestrian crossings should be provided at the proposed access off of Grand Prairie Parkway. 30. A public trail easement should be provided for the trail on the west side of the site. Engineers Response: 31. Verify that the Keynote legend is accurate. Engineers Response: 32. Verify that easement leaders are located in correct locations. Include easement lines and dimensions as well. Engineers Response: 33. Per the Kettlestone Design Guidelines ground mounted utility equipment should be located in the rear of the building. Engineers Response: SHEET L300 - L303 | GRADING PLAN 34. Provide the percent of fall across the entire site including unpaved areas. 35. 100 flood elevations for all detention and sump areas should be indicated and illustrated on the plan set. 36. Overflow routes and elevations should be indicated and illustrated across the site. Engineers Response: 37. MPE or MOE for the building should be indicated. 38. Grading Note #6 should include and prior to a rain event at the end. 39. Complete Grading Note #9. 40. Provide locations of proposed erosion and sediment controls on a SWPPP sheet or add to the grading sheet to illustrate items called out in Grading Note #3 and to meet General Permit #2 requirements. 41. Verify that Grading Note #5 meets General Permit #2 requirements. 42. Provide a temporary sediment basin if required. 43. Provide cross slopes for crosswalks. Engineers Response: 44. Please indicate what ramp detail corresponds to each ramp on the plans. Engineers Response: SHEET L400 | PLANTING PLAN 45. A note should be added to the plan set indicating that the City of Waukee Development Services Department shall approve all proposed landscaping substitutions. 46. Ground mounted mechanical units should be identified and screening provided. 47. Staff questions if any fencing is proposed for the site. 48. Additional trees should be placed in front of the trash enclosure to provide additional screening from Grand Prairie Parkway. 49. The setback area between parking areas and the public right-of-way should have 1 overstory tree per 40 lineal feet. In addition, 3 foot berms should be provided in these areas if possible. 50. Verify the entire site will be sodded. Planting Note #1 makes this unclear. SHEET C100 | UTILITY PLAN 51. Please indicate water service, sanitary service, and storm services for the proposed building. Please include the size as well. Please indicate the sanitary service size on the north side of the building. Staff would note that sanitary service sizes need to be 6-inches. Engineers Response: 52. Hydrant coverage should be indicated. 53. Staff questions if a grease interceptor is required for this building. Please verify with the WRA. 54. Utility Note #1 and #9 should be completed. 55. Utility Note #2 should reference the Waukee Standard Specifications for Public Improvements and the City of Waukee. SUDAS. Engineers Response: 56. Utility Note #8 should reference the City of Waukee Engineering Department. 57. All critical crossings should be called out with top and bottom of pipe elevations. There are two storm/water crossings not called out. Engineers Response: 58. A note should be added to the plan set indicating that any field tiles encountered during construction should be repaired, reconnected, or rerouted and their locations should be noted on as-built drawings. 59. A note should be added to the plan set that all storm sewer and sanitary sewer should be cleaned and televised prior to paving. The City of Waukee Engineering Department shall witness all cleaning and televising and copies of the report and videos shall be provided to the City of Waukee Engineering Department. 60. A note should be added to the plan set indicating that all sanitary manholes are to be vacuumed tested. 61. A note should be added to the plan set indicating that connections to existing sanitary manholes shall be core drilled and use a link seal. 62. A note should be added to the plan set indicating that all utilities shall be tested to City of Waukee standards and the City of Waukee Engineering Department shall witness all testing. 63. A note should be added to the plan set indicating that all fire hydrants shall have Storz fittings including any relocated hydrants. 64. Staff questions if additional intakes should be added to the parking area to capture storm water. 65. Sanitary sewer will be required to be extended along SE Esker Ridge Drive. 66. A blowoff hydrant is required on the end of 8-inch water main on SE Esker Ridge Drive. 67. The plans for the project to the south have intakes located on SE Esker Ridge Drive. 68. Staff questions if the applicant has considered the use of green infrastructure such as biolswales, buffer strips, or porous paving for the site. 69. The note at MH EX 3 about core drilling should also callout the use of a link seal for the connection. Engineers Response: 70. The fire line curb stop should be a valve. Please revise. Engineers Response: 71. Staff would suggest that the proposed rip-rap at the north outlet of the pond be extended to the rip-rap around the pond. Engineers Response: 72. Utility Note #1 should include the City of Waukee. Engineers Response: 73. Call out overflow routes and elevations should be indicated and illustrated across the site. Engineers Response: 74. Callout and illustrate the 100 year flood elevation for the pond. Engineers Response: SHEET L600 | SITE DETAILS 75. The City Standard Hydrant Detail should be included in the detail sheet. Staff has attached a DWG file for your use. VEENSTRA & KIMM COMMENTS 76. Show the Shops at Kettlestone North improvements. 77. Sheet L300: Show proposed contours at 1 foot increments. 78. Sheet L300: Show pedestrian ramps with spot elevations and slope information. Correct scale on pedestrian ramp details. Correct pedestrian ramp detail number. Pedestrian ramp detail #05 is used twice on grading plan, please revise. Add a pedestrian ramp detail for ramps crossing the entrance at SE Esker Ridge Drive. Show crosswalk cross slopes and turning space spot elevations and grades. Engineers Response: 79. Sheet L500: Show existing storm sewer and sanitary sewer sizes. 80. Sheet L500: Show existing sidewalk, sanitary sewer, and water main easements. Show proposed water main easement along the north side of SE Esker Ridge Drive on Layout Plan and Utility plan. Engineers Response: 81. Sheet L600: Add City standard detail for inside drop connection, driveway approach, flared end section footing detail, and hydrants. Standard Drawing No. 26 is shown twice. Engineers Response: 82. Sheet L601: Remove blank details. 83. Sheet L700: Correct overlapping text. 84. Sheet C100: Label existing inverts on storm manhole EX-ST2. Engineers Response: 85. Sheet C100: Show building drainage details. Engineers Response: Storm Water Management Report 86. Use 10-year storm event for storm sewer sizing. Engineers Response: 87. Pipes from ST-4 to ST-3, ST-3 to ST-2, and ST-11 to ST-8 should be sized to convey 100-year flows. Engineers Response: 88. Pipes from ST-8 to ST-7 and ST-6 to ST-5 do not have capacity to convey 100-year flows as indicated. Engineers Response: LIGHITING PLAN 89. Provide lighting for the trail included with Phase I. ELEVATIONS 90. Verify that a minimum of the street facing facades have 50% fenestration and 45% on the upper level street facing facades. Engineers Response: 91. Please provide additional details and information regarding the metal paneling proposed for screening. Engineers Response: MISCELLANEOUS COMMENTS 92. Provide a copy of the Construction Site SWPPP Review Checklist signed by the SWPP designer. Engineers Response: 93. Provide a copy of the SWPPP Prepared for obtaining General Permit #2 coverage. Engineers Response: 94. Provide a copy of the IDNR issued General Permit #2 authorization letter. Engineers Response: 95. Complete COSESCO application and submit with $65 fee for the first required quarterly COSESCO inspection. Engineers Response: The applicant will be required to provide the following as a part of the completion of the public improvements prior to approval of a final plat: 96. Post Construction What practices considered for this site? 97. Provide a site plan specific to the storm water management facilities of the property indicating the permanent measures utilized by the designer and requirements for maintenance of said facilities. 98. A maintenance covenant will need to be created and provided for review (if different than the existing). 99. As-built plans of all storm water management facilities on site and a certification statement signed by SWPPP designer indicating that facilities were constructed as designed will be required. Staff would request that the revised plans and comment response letter be provided in digital form (PDF) and hard copies with 5 full-sized hard copies delievered to Waukee City Hall. The PDF copy may be emailed. One additional hard copy set including any storm water management materials should be delivered directly to Veenstra and Kimm to Jordan Kappos’s attention. Should you have any questions or concerns regarding these comments, please feel free to contact Brad Deets (515-978-7899), Melissa DeBoer (515-978-7898) or myself at (515) 978-7897. Sincerely, Andy Kass, AICP Senior Planner GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVESVSVGTVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORSHOPS ATKETTLESTONENORTHDEVELOPMENTVISITORVISITORVISITORVISITOR237.0'63.0' (8 STALLS @ 9.0 ')8.0'81.0' (9 STALLS @ 9.0')8.0'72.0' (8 STALLS @ 9.0')24.0'17.5'19.0'19.0'24.0'19.0'19.0'24.0'19.0'19.0'17.5'90.0' (10 STALLS @ 9.0'81.0' (9 STALLS AT 9.0')81.0' (9 STALLS @ 9.0')54.0' (6 STALLS @ 9.0')23.4'17.5'24.5'8.0'R4.0'63.0' (7 STALLS @ 9.0')54.0' (6 STALLS @ 9.0')36.6' 72.0' (8 STALLS @ 9.0')10.0'25.8'PROPOSEDOFFICE BUILDING(93,740 GSF)RIGHT-OF-WAYRIGHT-OF-WAY413 TOTAL STALLS472 FUTURE STALLS25.0'25.0'R12.0'R12.0'8.0'108.0' (12 STALLS @ 9.0')8.0'99.0' (11 STALLS @ 9.0 ')108.0' (12 STALLS @ 9.0')8.0'90.0' (10 STALLS @ 9.0 ')8.0'90.0' (10 STALLS @ 9.0')8.0'90.0' (10 STALLS @ 9.0')8.0'90.0' (10 STALLS @ 9.0')8.0'72.0' (8 STALLS @ 9.0')8.0'72.0' (8 STALLS @ 9.0')8.0'72.0' (8 STALLS @ 9.0')8.0'72.0' (8 STALLS @ 9.0')54.0' (6 STALLS @ 9.0 ')UPPERTERRACE100.0'37.0'45.8'54.2'21.5'28.2'237.0'35'-0"10.0'12.0'17.5'24.5'17.5'24.5'24.5'34.0'18.7'8.0'10.0'10.0'12.4'10.0'10.0'10.0'1 0 . 0 '24.0'17.5'10.0'131.1'AAAAACCAAACBBBBBBBBBLOWERPATIOHHHHHHHHHHHHR1 2 5 . 0 'R10.0'R220.4'14.3'RIGHT-OF-WAY10' PARKINGLOT SETBACK10' PARKINGLOT SETBACKP.U.E.BOOK 2012,PAGE 2386615.5'10' PARKINGLOT SETBACKGREENWAYRIGHT-OF-WAYGREENWAYRIGHT-OF-WAY01L20102L20137.0'LL17L50017L50017L50017L50016L50016L50017L50015L50015L500R191.0'R10.0'R10.0'10'-0"R3.0'EXISTING TRAILP.U.E.BOOK 2012,PAGE 23866P.U.E.BOOK 2012,PAGE 238669.5'9.5'8.0'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'17.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5' 8.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5'9.5' 63.5'9.5'EXISTING TRAILPROPOSED NORTH PROPERTY LINEEXISTING NORTH PROPERTY LINER24.5'R 2 4 . 5 'R24.5'R24.5'40.7'27.0'10.0'17.0'R49.0 'BB25.0'18.3'9.5'8.0'17.5'9.5'24.0'9.5'8.0'9.5'9.5'24.0'8.0'31.0'8.0'99.0' (11 STALLS @ 9.0')8.0'9.5'54.0' (6 STALLS @ 9.0 ')9.5'8.0'9.5'54.0' (6 STALLS @ 9.0')9.5'8.0'24.5'17.5' 36.0' (5 STALLS @ 9.0')10.0'R150.0'R12.0'R120.0'16L500R 7 . 5 'R7.5'R7.5'R7. 5 ' R7. 5 ' R 7 . 5 ' R7. 5 ' R7 . 5 'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0'R4.0' R3. 5 'R4.0'R4 . 0 'R4 . 0 'R4 . 0 'R4 . 0 'R4 . 0 'R190.5'24.5'15.8'5.0'13.5'14.2'5.0'13.5'10.0'10.0'20.6'R11.5'VUUHHBBAAPPROXIMATE LOCATIONOF RECEIVING ENTRANCEMBMPROPOSED SANITARY EASEMENTR10.0'R35.0'R5.0'R5 . 0 '8.0'1 0 . 0 '10.0'R1 2 8 . 2 'AACCGAS METERBB29.4'8.0'11.5'AABC9.5'9.5'9.5'9.5'9.5'9.5'18.7'9.5'8.0'8.0' 5.0' 8.0' 5.0' 8.0'R3.5'R15.0 'R3.5'R15.0'R3.5'R3 . 5 '96.9'9.5'9.5'54.0' (6 STALLS @ 9.0')17.0' 8.0'60.0'21.6'15.0'6.5'AAAADDDDDDDDDDDDDDDDDDDDDDDDDDBBPROPOSED SANITARYEASEMENTPUBLIC TRAILEASEMENTUTILITYEASEMENT20'-0"20'-0"30'-0"PROPOSED WATERMAIN EASEMENTPROPOSED INGRESSEASEMENT41'-7"87'-1"10'-0"244'-6"DETENTION PONDNORMAL POOL:1004.5100 YR FLOOD:1008.6100-YR FLOOD1008.60100-YR FLOOD1008.60AKEYNOTESCAST-IN-PLACE PAVING TYPE I, SEE DETAIL 08/L500.CAST-IN-PLACE PAVING TYPE II, SEE DETAIL 06/L500.CAST-IN-PLACE PAVING TYPE III, SEE DETAIL 08/L500.AGGREGATE SURFACE, AS SPECIFIED. SEE DETAIL 09/L500.PCC RETAINING WALL, SEE STRUCTURALPCC STAIRSTREE PLANTERPARKING LOT ISLANDLANDSCAPINGPCC PLANTER CURBTRASH ENCLOSURE, SEE ARCH.ACCESSIBLE PARKING STALL, TYP.ACCESSIBLE STALL SIGN, TYP.; SEE DETAIL 20/L500.TABLE AND CHAIR SET, N.I.C.TABLE AND CHAIR SET WITH UMBRELLA,N.I.C.SOFA, N.I.C.BEKFGHILDJMNPOCARM CHAIR, N.I.C.FIRE PIT, N.I.C.MOVEABLE PLANTER, N.I.C.MVP SIGNATURE SERIES BASKETBALL HOOP WITH GROUND ANCHOR SYSTEM BY GOALSETTER; INSTALL PER MANUFACTURER RECOMMENDATIONS.GROUND MONUMENT SIGN AND LANDSCAPING.WAYFINDING SIGN AND LANDSCAPING.GUARDRAIL.HANDRAIL, SEE STAIR DETAILS.CONTROLLED ACCESS POINT.SILVA CELL, SEE DETAIL 09/L501.BIKE RACK, SEE DETAIL 10/L501.TRASH RECEPTACLE, SEE DETAIL 11/L501.PEDESTRIAN CROSSING STRIPES.PARKING LOT LIGHTINGQRSUVWYTXZAABBCCDDFile Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L200 Layout Plan / Drawn by: XX / Checked by: XX LAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PERFEDERAL ACCESSIBILITY STANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHICINFORMATION TAKEN FROM SURVEY AREPREPARED BY CIVIL ENGINEERINGCONSULTANTS, INC., 2400 86TH STREET,UNIT 12, DES MOINES, IOWA, 50322.4.ALL WORK SHALL BE IN ACCORDANCE WITHOSHA CODES AND STANDARDS. NOTHINGINDICATED ON THESE DRAWINGS SHALLRELIEVE THE CONTRACTOR FROMCOMPLYING WITH ANY APPROPRIATESAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TOCONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALLNECESSARY SLEEVES UNDER PAVING ANDWALKS.7.PROPOSED SIGNAGE TO MEET CITY CODESFOR GROUND SIGNS.8.WAUKEE STANDARD SPECIFICATIONS FORPUBLIC IMPROVEMENTS AND MOST RECENTEDITION OF THE SUDAS SHALL APPLY TOALL WORK ON THE PROJECT UNLESSOTHERWISE NOTED9.ANY CHANGES PROPOSED TO THE SITEPLAN DURING CONSTRUCTION SHALL BEAPPROVED IN WRITING BY THE CITY OFWAUKEE DEVELOPMENT SERVICESDEPARTMENT.10.CONTRACTOR IS RESPONSIBLE FOR ANYCHANGES MADE DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF WAUKEEDEVELOPMENT SERVICES.11.ALL CONSTRUCTION STAKING INCLUDINGPEDESTRIAN FACILITIES SHALL BECONDUCTED UNDER DIRECTION OF ALICENSED SURVEYOR OR ENGINEER.12.ALL PROPOSED BUILDING AND SITESIGNAGE WILL REQUIRE A PERMIT FROMTHE CITY OF WAUKEE DEVELOPMENTSERVICE DEPARTMENT.30'60'15'7.5'0'1"=30'SCALE:01 LAYOUT PLANsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL200LAYOUT PLANPROJECT SUMMARY:ZONING AND LAND USECURRENT ZONING: K-OF (KETTLESTONE OFFICE)BULK REGULATIONSPRINCIPLE STRUCTURE HT: 2 STORY MIN, 8 STORY MAXFRONT YARD SETBACK: 0'SIDE YARD SETBACK: 0'REAR YARD SETBACK: 0'BUILDING SUMMARYBUILDING DIMENSION N/S: 237'BUILDING DIMENSION E/W: 200'BUILDING HEIGHT ABOVE GROUND FLOOR: 29'-6" TOTOP OF SECOND FLOOR. 38'-0" TO TOP OF CLERESTORYNUMBER OF EMPLOYEES/OCCUPANTS: APPROX. 540 ATINITIAL BUILD-OUT, 1000 MAXIMUMGROSS SF: 93,740 GSFFIRE SUPPRESSION: FIRE SPRINKLER SYSTEMUTILITY SCREENING: GENERATOR, TRANSFORMER, ANDGAS METER SCREEN FROM PUBLIC RIGHTS-OF-WAYPARKING REQUIREMENTSMINIMUM PARKING SETBACK: 10'PARKING SPACES REQUIRED: 375 (1 PER 250 GSF)TOTAL PARKING SPACES PROVIDED: 413STANDARD PARKING SPACES PROVIDED: 404TOTAL ACCESSIBLE SPACES REQUIRED: 9 (2 VANS)TOTAL ACCESSIBLE SPACES PROVIDED: 9 (2 VANS)TOTAL AT FULL BUILDOUT: 472 (INCL. ADA STALLS)BICYCLE STALLS PROVIDED: N/AOFF-STREET LOADING SPACES REQUIRED: N/AOFF-STREET LOADING SPACES PROVIDED: N/ASITE SUMMARYBUILDING AREA: 48,700 SF (7.25% OF SITE)PAVEMENT AREA: 437,995 SF (65.21% OF SITE)TOTAL SITE AREA: 671,695 SF (15.42 ACRES)IMPERVIOUS AREAIMPERVIOUS AREA: 486,695 SF (72.46%)PERVIOUS AREA: 185,000 SF (27.54%)TOTAL SITE AREA: 671,695 S.F. (15.42 ACRES)LEGAL DESCRIPTIONLOT 1 OF ASHWORTH NORTH PLAT 1 AN OFFICIAL PLAT,CITY OF WAUKEE, DALLAS COUNTY, IOWA, SAIDPROPERTY CONTAINS 8.2248 ACRES MORE OR LESS.ADDRESS2705 GRAND PRAIRIE PARKWAYWAUKEE, IOWA 50263 9.7'18.1'9.0'18.1'9.0'18.1'9.7'9.0'9.5'8.0'13.5'BIBIBGGGGJB9.0'9.0'DDEJEOSNNNEEEE9.7'36.1'9.0'45.1'EWEWBYXWWW09L50109L50109L50109L50101L50202L50207L50307L50307L50308 (SIM)L50309L50309 (SIM)L50302L50411L50310L50311L50011L50010L50011L50010L503ZZZZBBBBBBBIDBIGUPPER TERRACELOWER TERRACEBFFFEE9.5'21.5'45.8' 9.0'DPPPPNNQQRROOOSSSSSSSSSEEE8.0'31.0'9.7'WEWEWFB9.7'9.0'BBYT37.7'45.1'8.0'WXXXXXXW03L50204L50205L50206L50207L50307L50308L50308 (SIM)L50303L50401L50402L50213L50010L50010L50011L500ZBBBBBBBB11L500CONTROLLED ACCESS POINT.SILVA CELL, SEE DETAIL 09/L501.BIKE RACK, SEE DETAIL 10/L501.TRASH RECEPTACLE, SEE DETAIL 11/L501PEDESTRIAN CROSSING STRIPES.PARKING LOT LIGHTINGYXZAABBCCDDFile Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L200 Layout Plan / Drawn by: XX / Checked by: XX 0'14"=1'-0"2'4'6'8'SCALE:01 PATIO ENLARGEMENT - EAST HALFsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL201TERRACE ENLARGEMENTS0'14"=1'-0"2'4'6'8'SCALE:02 PATIO ENLARGEMENT - WEST HALF GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVESVSVGTVISITORVISITOR VISITOR VISITOR VISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORSHOPS ATKETTLESTONENORTHDEVELOPMENTVISITORVISITORVISITORVISITORPROPOSED OFFICE BUILDING(93,740 GSF)FIRST FLOOR FFE: 1030BASEMENT FFE: 1016MOE: 10161030 10351031 1032 1033 1034 1036103710311032103310341030 1029 103110321033 1025 1030 10261027102810291027102810291029 -1.00%-1.90%-2.20%-1.93%-2.30%-2.95%-1.63%-2.88%1030102810291031103210331033-2.66%-2.19%-2.19%-1.40% -1.26% 10 2 6 10271 0 2 8 DETENTION PONDNORMAL POOL:1004.5100 YR FLOOD:1008.6102710281029-1.75%-1.96%-3.75%MANHOLE 1011.71INTAKE 1015.86INTAKE 1009.37101510151020 10 2 0 102 5 1 0 3 0 1011 10111012101 2 1013101 3 1014101410161 0 1 6 1 0 1 7 101710181 0 1 8 10 1 9 10191021 102 1 1022 102 2 102 3 1023 1024 1024102 4 102 4 102 6 102 7 10 2 8 1 0 2 9 103110321015 1020 1012 1013 1014 1016 1017 1018 1019 1021 1022-1.00%-1.00%1025-6:101L30102L301P.U.E.BOOK 2012,PAGE 23866P.U.E.BOOK 2012, PAGE 23866P.U.E.BOOK 2012,PAGE 23866EXISTING TRAILEXISTING TRAIL-4.42%-1.75%1038103210301028103410361031.531031.591031.781031.721031.561031.501031.731031.791031.401030.641030.751031.501030.061029.491029.631030.111029.821029.631029.751030.031029.091028.551028.661029.241028.341028.441029.591029.281030.741030.111032.061031.331032.871032.511033.561033.181034.271033.921035.511034.731028.981028.361027.071029.011029.041030.701028.971027.441031.291031.421033.761033.941034.821035.591034.131034.501033.391033.781032.711033.071031.471032.211030.231030.841029.091029.681029.231036.421029.731029.761034.951028.341028.571036.551036.741035.381028.441028.831029.511031.231032.611028.741028.711028.831028.421026.881027.171030.051030.201035.261034.881029.851034.041031.421034.301031.671031.871031.661029.491030.121028.791028.611029.15RIM 1028.50RIM 1026.001028.97RIM 1026.00HP 1029.431029.251028.821028.401028.171029.831029.831029.50DR 1030.00DR 1030.00DR 1030.00DR 1030.00HP 1028.641029.101033.411025.141025.061025.661025.581025.711025.791023.721023.771025.221024.031023.371019.471016.451011.871023.951024.311023.481018.841011.671031.981031.881028.871028.841027.341027.191027.571028.261027.411027.871027.991027.901028.131029.231028.74-0.00% -1.0 5 % 1020 1025RIM 1027.411028.85-2.00%-2.00%01L302103010281 0 2 9RIM 1029.861029.761029.781028.52-0.99% -1.33% -1.14% -0.93%1033.63-1.96%1028.081028.231026.731026.911026.641026.381026.081025.78RIM 1024.431029.341030.021030.501031.201028.521028.761027.781028.471031.741032.191029.941030.341032.621033.471033.641033.631030.271030.711029.941030.241030.07103710351031.251031.111031.541031.31103110291025.591025.50-1.44%-1.40%1029.231029.131029.041027.741027.381028.741033.721034.051032.441030.131029.761034.271035.581025.961024.83TC 1025.75TC 1024.93-2.00%1025.25-1.00%1028.831028.741032.601032.711033.431033.79TC 1033.93TC 1034.29VE 1032.00VE 1033.14VE 1028.51VE 1027.6001L30303L30304L303-2.00%-1.00%-4.12%-6.74%-16.69%-11.09%-1.99%-8.84%-8 .89%-2.99%-7.21%-5.08%-31.24% -33.22%-12.14%-2.14%-3.22%-2.03%-2.40%-2.64%-2.76%-2.54%-2.42%-11.31%-4.95%-2.29%-1.00%-2.66%-1.40%-1.96%-1.09%-1.21%-3.27%1031.181026.181026.841026.64RIM 1026.5910271028102610271 0 2 8 1028102910 2 9102810291 0 2 6 . 0 8 1 0 2 5 . 8 7 1025.231024.761024.711024.611024.221024.321023.951023.85100-YR FLOOD1008.60100-YR FLOOD1008.60LP 1027.481029.221023.851024.08-2.00%1020102507L3031028.401028.331027.781029.941029.69-2.57%-2.70%1034.991034.86-2.50%02L3031029.60-2.61%-1.00%-1.00%-1.00%-2.16%HP 1029.341028.9710301030-5.00%-3.00%OVERFLOWELEV:1030.36OVERFLOWELEV:1027.91OVERFLOWELEV:1026.84OVERFLOWELEV:1024.93OVERFLOWELEV:1025.26-1.40%-2.47%-1.00%File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L300 Grading Plan / Drawn by: XX / Checked by: XX GRADING NOTES1. ALL SPOT ELEVATIONS ARE AT THE TOP OFFINISHED SURFACES. SPOT ELEVATIONSSHOWN IN PARKING ARE AT THE BOTTOM OFCURB. ADD 6" TO COMPUTE TOP OF CURBELEVATION.2. PRIOR TO ANY SITE EXCAVATION, THECONTRACTOR SHALL EXAMINE ANYAPPLICABLE DRAWINGS AVAILABLE FROMTHE OWNER AND/ OR LANDSCAPEARCHITECT, AND CONSULT WITH OWNER'SREPRESENTATIVES TO DETERMINEPOSSIBLE UTILITY LOCATIONS AND DEPTHS.NO COMPENSATION WILL BE ALLOWED FORDAMAGE RESULTING FROM FAILURE TOCOMPLY WITH THIS REQUIREMENT.3. INSTALL SILT FENCE AT PERMANENT STORMSEWER INLETS AND SOD ALL SLOPES FOREROSION CONTROL. SILT FENCE SHALL BEMAINTAINED UNTIL ESTABLISHMENT OFPERMANENT GROUND COVER OR EROSIONCONTROL MEASURE.4. FINAL BERM SHAPE TO APPROVED BYOWNER.5. SEE SPECS FOR MINIMUM DEPTH OFTOPSOIL FOR ALL LAWN AREAS ANDPLANTING BEDS.6. ALL DEBRIS SPILLED ON THE R.O.W. SHALLBE PICKED UP BY THE CONTRACTOR AT THEEND OF EACH WORK DAY AND PRIOR TO ARAIN EVENT.7. CONTRACTOR TO FIELD ADJUST ALLEXISTING SITE UTILITIES TO NEW FINISHEDGRADES. EXISTING UTILITIES INCLUDE, BUTARE NOT LIMITED TO, FIRE HYDRANTS,MANHOLE RIMS, INLETS, WATER VALVES,AND LIGHT BASES.8. BACK FILL TO TOP OF CURB9. ADEQUATE SCREENING OF PARKING LOTAREAS WITH EARTH BERMS ORLANDSCAPING SHALL BE PROVIDED IN AMANNER ACCEPTABLE TO THE CITY OFWAUKEE.10. THE CONTRACTOR SHALL BE RESPONSIBLEFOR POSITIVE SURFACE DRAINAGE IN ALLAREAS, UNLESS OTHERWISE NOTED. ALLNEWLY GRADED GROUND SURFACES SHALLBE FINISHED TO UNIFORM GRADES ANDSLOPED IN SUCH A MANNER TO BE FREE OFDEPRESSIONS THAT CAUSE AREAS OFSTANDING WATER. THE CONTRACTORSHALL REPORT ANY CONFLICTS WITH THISREQUIREMENT TO THE LANDSCAPEARCHITECT FOR RESOLUTION PRIOR TOFINAL GRADING OPERATIONS.11. WHERE PROPOSED GRADES MEET EXISTING,BLEND GRADES TO PROVIDE A SMOOTHTRANSITION BETWEEN THE NEW WORK ANDEXISTING WORK. PONDING AT JOINTS WILLNOT BE ACCEPTED.12. CONTACT LANDSCAPE ARCHITECT PRIOR TOBACKFILLING AGAINST EXISTING BUILDINGS.PROVIDE WATERPROOFING WHENBACKFILLING AGAINST EXISTING BUILDINGS.13. CONTRACTOR RESPONSIBLE FOR ALLPRIVATE LOCATES NOT COVERED BY THEIOWA ONE CALL SYSTEM.30'60'15'7.5'0'1"=30'SCALE:01 SITE GRADING PLANsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? 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F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL301GRADING PLANENLARGEMENTS10'20'5'2.5'0'1"=10'SCALE:01 SOUTH ENTRANCE AND ACCESSIBLE STALL GRADING ENLARGEMENT VISITORVISITORVISITORVISITORVISITORVISITORVISITOR-2.19%1026 10271023 -1.00%10251029.501025.141025.061023.721023.771024.031023.371023.951024.311023.48-1.44%-1.40%1025.96TC 1025.75-2.00%1025.2505L303-4.12%-1.99%1027.611028.641028.841029.261027.951028.651028.951026.181026.841026.64RIM 1026.591026.791026.821026.48TC 1029 .39 1 0 2 9 . 8 4 1029.991029.991029.841028.611027.38DR 1029.99-2.42%-3.52%-2.00% -1.00%10271028102610271 0 2 8 1028102910 2 9102810291027.271027.031026.861026.691026.52-1.71%-1.72%-1.26% -1.33% -3.66% -2.00% -2.47%1029.321029.121025.801025.611026.081025.87 1025.231024.761029.001029.40-2.00%1027.381027.181023.851024.08-2.00%1026.881026.6806L3031027.341027.141026.781026.581029.801029.801029.291029.291 0 2 9 . 5 3 T C 1 0 2 9 . 6 9 1029.301029.301029.881029.88OVERFLOWELEV:1026.84File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L300 GRADING PLAN / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL302GRADING PLANENLARGEMENTS10'20'5'2.5'0'1"=10'SCALE:01 RECEIVING AREA GRADING ENLARGEMENT 1 0 3 4 . 0 0 1 0 3 4 . 1 0 1033.621033.721033.541033.641034.201034.10-1.00% -1.00% -1.00%-1.56%-1.56%-1.00%-1.56%-1.56%1034.161034.27-1.02%-1.56%-1.56%-1.00% -1.00% -1.00% -1.00%1033.471033.57-1.56%-1.56%1033.551033.631033.471034.051032.601032.711032.961032.871033.261033.171032.961032.881033.571033.491033.991034.07-1.13% -1.01%-4.93%-4.77%-0.94% -0.94%-8.33%-8.33%1034.151034.07-2.00%-2.00%-0.94%-3.64%-3.90%TC 1033 .09TC 1033.18-1.13%-2.00%-2.00%10291030.201029.731029.851028.971029.641029.501029.621029.231029.141029.151029.271030.271030.151029.771029.65-2.00%-2.00%-3.74%-7.74%-1.14%-1.99%-2.00%-8.33%-8.33%-1.52%1029.561030.191030.07-1.99%-2.00%-2.00%-2.70%TC 1030.061029.421029.54-2.00%-2.00%-2.00%-3.09%TC 1029.55-2.66%1025.591025.501026.161026.281025.701025.781025.641025.761025.211025.151024.891024.951024.941024.88-1.36%-2.00%-7.69%-8.33%-2.00%-1.00%-1.00%-5.32%-3.32%1026.241026.36-2.00%-2.00%-2.00%-7.88%TC 1026.371025.89-3.81%-3.81%-0.99%1025.191025.13-1.00%-0.50%-0.50%1026.821026.4810271027.031026.861026.691026.521027.381027.181026.881026.68-2.00%-1.72%-3.00% -2.53%-2.00%-5.09% -5.00%-2.05%-2.55% -2.55%-1.00% -1.00%1027.341027.14-2.00%1026.781026.58-2.00%1029.26TC 1029 .39 1 0 2 9 . 8 4 1029.991029.991029.84DR 1029.99-1.00%1029.321029.121029.800.00%-0.00%1029.801029.291029.29-8.33% -8.33%-7.80%-4.60%1 0 2 9 . 5 3 T C 1 0 2 9 . 6 9 1029.301029.301029.881029.88-0.00%-2.00% -2.00%-5.00%10291029.251028.821029.491029.231028.741030.151029.65-1.99%-2.00%-8.33%-1.02%1029.401029.35-1.67%-1.67%-1.02%-1.04%1029.301029.25-1.67%-1.67%1029.471029.42-1.02%-1.67%-1.67%-0.99%-1.00%1028.691028.641028.621028.57-1.01%-1.67%-1.67%1029.561029.321030.191030.07-1.99%-2.00%-2.00%-4.30%-2.70%TC 1030.06-9.65%TC 1029.83File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L300 GRADING PLAN / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL303PEDESTRIAN RAMP DATA0'14"=1'-0"2' 4' 6' 8'SCALE:01 PEDESTRIAN RAMPS0'14"=1'-0"2'4'6' 8'SCALE:03 PEDESTRIAN RAMPS0'14"=1'-0"2' 4' 6' 8'SCALE:04 PEDESTRIAN RAMPS0'14"=1'-0"2'4'6' 8'SCALE:02 PEDESTRIAN RAMPS0'14"=1'-0"2'4'6' 8'SCALE:05 PEDESTRIAN RAMPS0'14"=1'-0"2' 4' 6' 8'SCALE:06 PEDESTRIAN RAMPS0'14"=1'-0"2'4'6' 8'SCALE:07 PEDESTRIAN RAMPS SV1028.401029.101027.771027.861027.901027.981028.031028.111028.161028.241028.33-2.00%1028.361028.44-8.33%-8.33%-1.00% -1.00%1028.911028.83-2.00%-2.00%-1.00% -8.80%-10.00%TC 1028.88TC 1028.30SVVISITOR1028.971028.341028.571028.83RIM 1028.501028.401028.17HP 1028.64-1.14%1028.721028.631028.831028.741028.711028.621028.761028.991 0 2 8 . 8 3 -2.78%-0.62% -1.08% -1.58% -1.93%-3.74%-1.95%-3.27%1028.37-10.00%TC 1028.641028.631028.46-1.55%-1.00%-1.00%-0.62% -9.72%-8.72%TC 1028.89TC 1029.111 0 2 8 . 9 0 1 0 2 9 . 0 0 -1.26%-0.31%-1.63%SVVISITOR1028.171027.471027.601027.661027.771027.841027.951028.071028.87-2.00%1028.101028.571028.181028.65-8.33%-1.40% -1.40%-8.33%-2.00%-2.00%1028.22-0.90% -9.14% -10.00%TC 1028.64TC 1028.02-1.40%-1.96%File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L300 GRADING PLAN / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL304PEDESTRIAN RAMP DATA0'14"=1'-0"2' 4' 6' 8'SCALE:03 RAMPS0'14"=1'-0"2' 4' 6' 8'SCALE:01 PEDESTRIAN RAMPS0'14"=1'-0"2' 4' 6' 8'SCALE:02 RAMPS GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVESVSVGTVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORVISITORSHOPS ATKETTLESTONENORTHDEVELOPMENTVISITORVISITORVISITORVISITORAG - 6AG - 1GT - 1GT - 1AG - 1SH - 160GT - 1SR - 1SH - 37AG - 1SR - 1SH - 82GT - 1SH - 82AG - 1GT - 1SH - 82SR - 1SH - 82GB - 1SH - 37SR - 1SH - 82SR - 1SH - 82SR - 1SH - 82GT - 1SH - 82GT - 1SH - 82GT - 1SH - 82SH - 37GT - 1SH - 37AG - 1SH - 146GB - 1SH - 56AG - 1SH - 134AG - 1SH - 120AG - 1SH - 106AG - 1GT - 1SH - 37SH - 37RO - 10RO - 14CM - 3SH - 75PS - 3PS - 3AG - 3CM - 3PG - 2PS - 1RO - 2PG - 3PG - 2RO - 1PS - 1CC - 3PG - 3PS - 1RA - 78CC - 3PS - 1RO - 1AB - 3PROPOSED OFFICE BUILDING(93,740 GSF)P.U.E.BOOK 2012,PAGE 23866P.U.E.BOOK 2012,PAGE 23866EXISTING TRAILEXISTING TRAILGROUNDMONUMENT SIGNAND LANDSCAPINGGROUNDMONUMENT SIGNAND LANDSCAPINGWAYFINDING SIGNAND LANDSCAPINGGB - 1SH - 72GB - 1GB - 1SH - 37GB - 1GT - 1SH - 37413 TOTAL STALLS472 INCL. FUTURE STALLS59 FUTURE STALLSSH - 37SH - 37AG - 1SH - 37APPROXIMATE LOCATION OFRECEIVING AREA ENTRANCEPATIO TERRACEDUMPSTER ENCLOSURE,SEE ARCHITECTURALGT - 1SH - 37SH - 37GB - 1SH - 37GB - 1PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10SH - 69BG - 800BG - 800RO - 3QA - 3CM - 1AB - 5AB - 1CM - 3AB - 1QA - 1PROPOSED SANITARYEASEMENTPROPOSED SANITARYEASEMENTSS - 8SS - 4SS - 4SS - 3CM - 1QA - 48" CONCRETE FLUSHPLANTER EDGE TOMATCH FINISH OFCONCRETE WALLSFUTURE EXPANSIONRA - 31AG - 1SH - 75GT - 1GT - 1SS - 4SS - 5SS - 8PS - 1GT - 1GB - 4PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PV - 3TC - 10PUBLIC TRAILEASEMENTUTILITYEASEMENT20'-0"20'-0"30'-0"PROPOSED WATERMAIN EASEMENTPROPOSED INGRESSEASEMENT41'-7"87'-1"10'-0"244'-6"DETENTION PONDNORMAL POOL:1004.5100 YR FLOOD:1008.6100-YR FLOOD1008.60100-YR FLOOD1008.60substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONFile Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L400 Planting Plan / Drawn by: XX / Checked by: XX 30'60'15'7.5'0'1"=30'SCALE:01 OVERALL PLANTING PLANPLANTING NOTES:1.SOD ALL DISTURBED AREAS NOT COVERED BYPAVING, BUILDINGS, OR PLANTING BEDS,UNLESS OTHERWISE NOTED.2.ALL PLANTING BEDS TO HAVE NATURAL SPADEEDGE UNLESS OTHERWISE INDICATED ON THEPLAN.3.PLANT QUANTITIES ARE FOR INFORMATIONONLY; DRAWING SHALL PREVAIL IF CONFLICTOCCURS.4.NOTIFY LANDSCAPE ARCHITECT AFTERSTAKING IS COMPLETED AND BEFORE PLANTPITS ARE EXCAVATED.5.CONTRACTOR SHALL PLACE SHREDDED BARKMULCH AROUND ALL TREES AND IN ALLPLANTING BEDS TO A DEPTH OF 3".6.KIND, SIZE AND QUALITY OF PLANT MATERIALSHALL CONFORM TO AMERICAN STANDARDSFOR NURSERY STOCK, ANSI 260-1992, OR MOSTRECENT EDITION.7.THE CONTRACTOR SHALL REPORTSUBSURFACE SOIL OR DRAINAGE PROBLEMSTO THE LANDSCAPE ARCHITECT.8.THE CONTRACTOR SHALL SHOW PROOF OFPROCUREMENT, SOURCES, QUANTITIES ANDVARIETIES FOR ALL SHRUBS, PERENNIALS,ORNAMENTAL GRASSES, AND ANNUALS WITHIN21 DAYS FOLLOWING THE AWARD OFCONTRACT. TIMELY PROCUREMENT OF ALLPLANT MATERIAL IS ESSENTIAL TO THESUCCESSFUL COMPLETION AND INITIALACCEPTANCE OF THE PROJECT.9.SUBSTITUTIONS SHALL ONLY BE ALLOWEDWHEN THE CONTRACTOR HAS EXHAUSTED ALLSOURCES FOR THE SPECIFIED MATERIAL, ANDHAS PROVEN THAT THE SPECIFIED MATERIALIS NOT AVAILABLE. THE CONTRACTOR MUSTPROVIDE NAME AND VARIETY OFSUBSTITUTION TO THE LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO TAGGING ORPLANTING. SUBSTITUTIONS SHALL BENEAREST EQUIVALENT SIZE OF VARIETY OFPLANT HAVING SAME ESSENTIALCHARACTERISTICS.10.CITY OF WAUKEE DEVELOPEMENT SERVICESDEPARTMENT SHALL APPROVE ALL PROPOSEDLANDSCAPING SUBSTITUTIONS.11.ALL PLANT MATERIAL SHALL BE NURSERYGROWN, SOUND, HEALTHY, VIGOROUS ANDFREE FROM INSECTS, DISEASE AND INJURIES,WITH HABIT OF GROWTH THAT IS NORMAL FORTHE SPECIES. SIZES SHALL BE EQUAL TO OREXCEEDING SIZES INDICATED ON THE PLANTLIST. THE CONTRACTOR SHALL SUPPLYPLANTS IN QUANTITY AS SHOWN ON THEDRAWINGS.12.STAKE OR PLACE ALL PLANTS IN FIELD ASINDICATED ON THE DRAWINGS OR ASDIRECTED BY THE LANDSCAPE ARCHITECTFOR APPROVAL BY THE OWNER PRIOR TOPLANTING.L400PLANTING PLANOVERALL PLANTING SUMMARYA.NET SITE AREA: 358,063 S.F. (8.22 ACRES)B.OPEN SPACE REQUIRED: (A*.15)53,710 S.F. (1.23 ACRES)OFFICE OPEN SPACE REQUIRES 25% OPENSPACE. HOWEVER, THIS PROPERTY QUALIFIES FOR:5% CREDIT FOR REGIONAL DETENTION5% CREDIT FOR GREEN SPACE DEDICATIONC.OVERSTORY TREES (1.5 PER 1,000 S.F.REQUIRED OPEN SPACE. 25% TO BEEVERGREEN)REQUIRED OVERSTORY TREES(1.5(B/1000)): 8160 DECIDUOUS21 EVERGREEN (25%)REQUIRED UNDERSTORY TREES(.5(B/1000)): 27PROPOSED:60OVERSTORY27UNDERSTORY21EVERGREEND.SHRUBS (2 PER 1,000 S.F. REQUIRED OPENSPACE)REQUIRED SHRUBS (2(B/1000)): 108PROVIDED: 96PERENNIAL GRASSES OVER 2' TALL AND WIDE PROVIDED: 1540E.PARKING LOT PLANTING REQUIREMENTSONE (1) TREE IN EACH ISLANDTOTAL PARKING LOT TREES: 36F.R.O.W. FRONTING FOUNDATION PLANTINGS -NO QUANTITY SPECIFIEDPROVIDED - YESG.FRONTAGE PLANTINGS (2 OVERSTORYDECIDUOUS TREES AND 8 SHRUBS PER 50' OFLINEAL FRONTAGE)GRAND PRAIRIE PARKWAY: PROVIDED BY CITYESKER RIDGE: 670 LF FRONTAGE - 12.5'DRIVE WIDTH = 657.5 LF FRONTAGETREES REQUIRED ((657.5/50)*2): 27-19=8(CREDIT FOR STREET TREES = 19)FRONTAGE TREES PROVIDED: 9SHRUBS REQUIRED ((657.5/50)*8):106SHRUBS PROVIDED: 110H.STREET TREES (1 TREE FOR EVERY 40 LF OFFRONTAGE)GRAND PRAIRIE PARKWAY: PROVIDED BY CITYESKER RIDGE: 670 LF FRONTAGE - 12.5'DRIVE WIDTH = 657.5 LF FRONTAGETREES REQUIRED ((657.5/40)*1): 17STREET TREES PROVIDED: 19PLANT SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEROOTSPACING & REMARKSOVERSTORY TREESAG20Ginkgo biloba 'Autumn Gold'AUTUMN GOLD GINGKO2" CAL.B&BSPECIMEN QUALITY. MINIMUM 8'-0" TALLGB12Ginkgo biloba 'Princeton Sentry'PRINCETON SENTRY GINKGO2" CAL.B&BSPECIMEN QUALITY. MINIMUM 8'-0" TALLGT15Gleditsia triacanthos var. inermis 'Skyline'SKYLINE HONEYLOCUST2" CAL.B&BMINIMUM 8'-0" TALLGD19Gymnocladus dioicus 'Espresso'ESPRESSO KENTUCKY COFFEETREE3.5" CAL.B&BMINIMUM 15'-0" TALLRO31Quercus rubraRED OAK2" CAL.B&BMINIMUM 12'-0" TALLQA8Quercus albaWHITE OAK2" CAL.B&BMINIMUM 8'-0" TALLSR6Syringa reticulataJAPANESE TREE LILAC2" CAL.B&BMINIMUM 8'-0" TALLUNDERSTORY TREESAB10Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY8' HTB&BMINIMUM 6'-0" TALLCC6Cercis canadensisREDBUD8' HTB&BMINIMUM 6'-0" TALLCM11Crataegus mollisDOWNY HAWTHORN8' HTB&BMINIMUM 6'-0" TALLEVERGREEN TREESPG10Picea glauca var. densataBLACK HILLS SPRUCE12' HTB&BMINIMUM 6'-0" TALLPS11Pinus strobusWHITE PINE12' HTB&BMINIMUM 6'-0" TALLSHRUBS, PERENNIALS, & GRASSESBG1600Bouteloua gracilis 'Blonde Ambition'BLONDE AMBITION BLUE GRAMA#3CONT.24" O.C.KF49Calamagrostis x acutiflora 'Karl Foerster'FEATHER REED GRASS#3CONT.SPACING AS INDICATED ON PLANCP2912Carex pensylvanicaPENNSYLVANIA SEDGE#3CONT.12" O.C.NP256Nepeta x 'Psfike'LITTLE TRUDY CATMINT#3CONT.12" O.C.PV15Panicum virgatum 'Northwind'NORTHWIND SWITCHGRASS#3CONT.SPACING AS INDICATED ON PLANRA117Rhus aromatica 'Gro-Low'GRO-LOW SUMAC#5CONT.MINIMUM 2'-0" TALLSS36Sorbaria sorbifolia 'Sem'SEM URAL FALSE SPIRAEA#5CONT.MINIMUM 2'-0" TALLSH2351Sporobolus heterolepis 'Tara'TARA PRAIRIE DROPSEED#3CONT.24" O.C.TC160Taxus cuspidata 'Monloo'EMERALD SPREADER YEW#5CONT.MINIMUM 2'-0" TALLPLANTING LEGENDGREENWAY PLANTINGS (BY CITY)OVERSTORY TREEUNDERSTORY TREEEVERGREEN TREESHRUB TGD - 8GD - 11NP - 64KF - 3NP - 64KF - 3NP - 64KF - 3NP - 64KF - 3KF - 37CP - 1,470CP - 420CP - 335CP - 455TC - 50CP - 127RA - 88" CONCRETE FLUSHPLANTER EDGE TO MATCHFINISH OF CONCRETE WALLSFile Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L400 PLANTING PLAN / Drawn by: XX / Checked by: XX 30'60'15'7.5'0'1"=30'SCALE:01 TERRACE PLANTING ENLARGEMENTsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL401PLANTING PLANENLARGEMENTSPLANTING LEGENDGREENWAY PLANTINGS (BY CITY)OVERSTORY TREEUNDERSTORY TREEEVERGREEN TREESHRUB COMPACTED AGGREGATECOMPACTED AGGREGATE,AS SPECIFIED.COMPACTEDSUBGRADE, ASSPECIFIED.5"4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'COMPACTED SUBGRADE2"6"R1"CONDITION VARIES. SEELAYOUT PLAN#4 x 2'-0" REBAR @ 30" O.C.1/4" SAW CUT FILLED WITH JOINTSEALANT. SEE DETAIL 05/L600.CONDITION VARIES.SEE LAYOUT PLANEXPANSION JOINT, TYP.SEE DETAIL 02/L500PCC CURB AND GUTTER6"SPECIAL NOTE:-REFER TO DETAIL 17/L500 IF ADJACENT SURFACEMATERIAL BEHIND BACK OF CURB IS PLANTING BEDOR SOD2"2'-6"6"6"R2"AGGREGATE SUB BASE TOEXTEND MIN 6" PAST BACKOF CURB, AS SHOWN34" = 1'SIGN VARIES. SEE LAYOUTPLAN FOR TYPE. REFERENCEMUTCD STANDARDS.2" SQUARE STEEL PIPE.PRIME AND PAINT BLACK. TOBE INSTALLED BYCONTRACTOR.WEEP HOLEADJACENT SURFACEVARIES, SEE LAYOUT PLANCONCRETE ENCASEMENTTO BE INSTALLED BYCONTRACTOR.3" MIN. CLR.10"2"6"1"3'-2"3"6'9'-6"3'-6" MINIMUM NOTE: ALL SIGNAGE TOMEET MUTCD STANDARDS.FIELD DRILL HOLES IN PIPE TOACCOMMODATE EXISTINGSIGNAGE CONNECTION.MAX 8.33% SLOPEEXPANSION JOINT, SEEDETAIL 02/L500#4 X 1'-6" SLIP DOWELWITH EXPANSION TUBE,CENTER IN CONCRETE,2'-0" O.C.HEAVY BROOM FINISHPERPENDICULAR TODIRECTION OF TRAVELDETECTABLE WARNING PAVER,AS SPECIFIED. TO ALIGN WITHBACK OF CURB#4 x 1'-6" SLIP DOWEL WITHEXPANSION TUBE, CENTER INCONCRETE, 2'-0" O.CMEETS EXISTING ROADPAVEMENTPCC THICKENED EDGEVARIESBACK OF CURBFACE OF CURB6'-0"EXPANSION JOINT,SEE DETAIL 02/L500DETECTABLE WARNINGPAVERS, AS SPECIFIEDHEAVY BROOM FINISHPERPENDICULAR TODIRECTION OF TRAVEL6"PCC WALKWAY, TYP.SEE LAYOUT PLAN2% MAX.SLOPE1:12 SLOPEMAX EXPANSION JOINT,SEE DETAIL 02/L500DETECTABLE WARNINGPAVERS TO ALIGNWITH BACK OF CURB15L500VARIESSLOPE BREAK LINESNOT SCORE JOINTBACK OF CURBFACE OF CURB6'-0"6'-0"EXPANSION JOINT, SEEDETAIL 02/L500HEAVY BROOM FINISHPERPENDICULAR TODIRECTION OF TRAVELEXPANSION JOINT, SEEDETAIL 02/L5002'-0"DETECTABLEWARNING PAVERS, ASSPECIFIED.ADA PAVERS TO ALINEUP WITH BACK OFCURBPCC WALKWAY, TYP. SEELAYOUT PLAN1:12 SLOPEMAX15L500 4'-0" MIN.CONSTRUCTION JOINTS SHALL BE PLACED BETWEENINDIVIDUAL POURS OF CONCRETE WHERE EXPANSIONJOINTS ARE NOT INDICATED.TOP OF CONCRETE PAVEMENTKEY JOINT CENTERED WITHINDEPTH OF PAVEMENT1"=1'REINFORCED AT JOINTSCAST-IN-PLACE PCC PAVING.SEE C-SHEETS.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.8"4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'1/2"EXPANSION JOINT FILLER WITH14" RECESSTOP OF CONCRETE PAVEMENT1/4"JOINT SEALANT AS SPECIFIEDNOTE:SPACE BETWEE EXPANSION JOINTS NOT TO EXCEED 35' INCONCRETE WALKS.JOINTS WHERE INDICATED ON PLAN.1"=1'1/2 T EXPANSION JOINT FILLER WITH14" RECESSTOP OF CONCRETE PAVEMENT1/4"JOINT SEALANT AS SPECIFIED12" Ø x 18" STEEL DOWEL AT2'-0" O.C. W / EXPANSION SLEEVET = THICKNESS OF PAVEMENTNOTE:LOCATE REINFORCED EXPANSIONJOINTS WHERE INDICATED ON PLAN.1"=1'1/2"5/8"NOTE:PLACE ISOLATION JOINTS BETWEEN CONCRETE ANDBUILDING FOUNDATION AND ALL FIXED OBJECTSFACE OF STRUCTUREJOINT SEALANT AS SPECIFIEDTOP OF CONCRETE PAVEMENT12" EXPANSION FILLER1"=1'1/8"T LINE OF FRACTURETOP OF CONCRETE PAVEMENTT/4"T = THICKNESS OF PAVEMENTSAWCUT JOINT USINGWALK BEHIND SAW TOENSURE STRAIGHT CUTS1"=1'CAST IN PLACE CONCRETE,SEE LAYOUT PLAN FORLOCATION.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.5"4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'AGGREGATE SUB BASE TOEXTEND MIN 6" PAST BACK OFCURB, AS .SHOWN3"REFER TO LANDSCAPE PLANFOR PLANT LAYOUT, SPECIES,AND QUANTITY3" HARDWOOD MULCH, ASSPECIFIED. MULCH IS TOREMAIN A MIN. OF 1/2" BELOWTOP OF CURB, AS SHOWNPCC CURB AND GUTTER,SEE DETAIL 16/L500COMPACTED SUB GRADE, ASSPECIFIEDMANUFACTURED PLANTINGMIX, AS SPECIFIED. REFER TOPLANTING DETAILS FORSPECIFIC SOIL PROFILE DEPTHSUNDISTURBED SUB GRADE12"SCALE: 1 1/2" = 1'-0"6"T6"SPECIAL NOTE:-IF ADJACENT SURFACE MATERIAL TO BEINSTALLED IS SOD, THE TOP OF SOILFROM THE SOD CUTTING PROCESS TO BEKEPT 1/2" BELOW THE TOP OF THE PCCCURB AFTER SOD HAS BEEN ROLLED.T = THICKNESS OF PAVEMENT4" COMPACTED AGGREGATESOD ANY DISTURBEDAREAS AS SPECIFIEDTRAILCENTERLINE10'2', TYP.2', TYP.UNDISTURBED SUBGRADEEXISTING SURFACE2.0%2.0%3:1 MAX3:1 MAX1.5% TARGET.2.0% MAXNOTE:TRAIL CROSS SLOPE NOT TO EXCEED 2.0%SUPER TURF II BY UNITED SEED10 LBS PER 1,000 SQ. FT.5" PCC TRAIL PAVING, 06 L500REINFORCED AT JOINTSCAST-IN-PLACE PCC PAVING.SEE C-SHEETS.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.6"4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'COMPACTED AGGREGATE,AS SPECIFIED.AMENDED SOIL AND ADJACENT PLANTINGS,SEE PLANTING PLAN.COMPACTED SUBGRADE,AS SPECIFIED.6"5"4"DECOMPOSED GRANITE, AS SPECIFIED.CAST-IN-PLACE PCC CURB.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTEDSUBGRADE, ASSPECIFIED.AMENDED SOIL MIX AS SPECIFIED;6"1'-6" 5"4"TYPE II CAST-IN-PLACEPAVING6"EXPANSION JOINT, SEEDETAIL 02/L500#4 REBAR, CONTINUOUSTYPE II, CAST-IN-PLACEPAVING, AS SPECIFIEDCOMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBGRADE,AS SPECIFIED.5"4"DECOMPOSED GRANITEAGGREGATE, AS SPECIFIED.COMPACTEDSUBGRADE, ASSPECIFIED.AMENDED SOIL MIX AS SPECIFIED;1'-0"TYPE II CAST-IN-PLACEPAVING6"2.0%#4 REBAR, CONTINUOUS6"UNDISTURBEDSUBGRADE6" File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L500 SITE DETAILS / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL500SITE DETAILSN.T.SL500SECTION - PCC DRIVE AND PARKING08N.T.SL500SECTION - CONSTRUCTION JOINT01N.T.SL500SECTION - EXPANSION JOINT02N.T.SL500SECTION - REINFORCED EXP JOINT03N.T.SL500SECTION - ISOLATION JOINT04N.T.SL500SECTION - SAWCUT JOINT05N.T.SL500SECTION - PCC WALK06N.T.SL500SECTION - PCC CURB TO PLANTER BED17N.T.SL500PLAN - ACCESSIBLE CURB RAMP (PERPENDICULAR)18N.T.SL500PLAN - ACCESSIBLE CURB RAMP (PARALLEL)19N.T.SL500SECTION - ACCESSIBLE CURB RAMP15N.T.SL500SECTION - ACCESSIBLE PARKING SIGN20N.T.SL500SECTION - PCC CURB TO PCC WALK16N.T.SL500COMPACTED AGGREGATE09N.T.SL500SECTION - TRAIL PROFILE (TYP)14N.T.SL500SECTION - PCC DRIVE AND PARKING07N.T.SL500SECTION - DECOMPOSED GRANITE WALK (TYP)13N.T.SL500SECTION - PCC CURB PLANTER11N.T.SL500SECTION - WALK PCC GRANITE CONNECTION10N.T.SL500SECTION - FLUSH CONCRETE PLANTER EDGE12 4"2"UNDISTURBED SOILDISCED SUBGRADETOPSOILSOIL FROM CUTTINGSODY Y XX XXNOTE:X = DISTANCE SPECIFIED WITHINPLANT SCHEDULEY = DISTANCE 'X' MULTIPLIED BY .866PLANSECTION A-A'PREPARED SUB GRADEMANUFACTURED SOIL MIX, AS SPECIFIEDSEE SOIL MODIFICATION PLAN.HARDWOOD MULCH(3" MIN.)PERENNIALA'A3"XYY XPLAN A'AXNOTE:X = DISTANCE SPECIFIED WITHINPLANT SCHEDULEY = DISTANCE 'X' MULTIPLIED BY .866UNDISTURBED SOILMANUFACTURED SOIL MIX, AS SPECIFIEDSEE SOIL MODIFICATION PLAN.HARDWOOD MULCH(3" MIN.)PLANT WITH TOP OF CONTAINERFLUSH WITH FINISHED GRADEGROUNDCOVER3X ROOTBALL DIA.3X ROOTBALL DIA.SPACING VARIES,SEE PLATING PLAN FORTYPE AND LOCATOINUNDISTURBED SOILPLANTING SOIL MIX3" MULCHROOT BALL (BALL AND BURLAPPED)CUT ALL CORDS AND REMOVECOVERING FROM TOP OF ROOTBALLPRIOR TO INSTALLATIONDECIDUOUS SHRUB (PRUNEDEAD OR DAMAGED BRANCHESAS NECESSARY)PLANT ROOT COLLAR 1"ABOVE GRADEROOTBALL (CONTAINER GROWN)REMOVE ENTIRE CONTAINERPRIOR TO INSTALLATIONFINISHED GRADESET TOPMOST STRUCTURAL ROOTSWITHIN 1 INCH OF FINISHED GRADEREMOVE ALL ADVENTITIOUS ANDGIRDLING ROOTS.REMOVE SOIL ABOVE THE TOPMOSTSTRUCTURAL ROOTS TO TRUNK FLARECOMPACTED SOIL BESIDE & UNDERROOT PACKAGEUNDISTURBED SOILPLANTING SOIL MIXSCARIFY SIDES AND BOTTOM OFPLANTING PITGUYING POST3" DEPTH SHREDDED HARDWOODMULCH, DO NOT PLACE MULCHAGAINST TRUNKTREE WRAPSTAKING WIREARBOR TIEPRUNE DEAD ORDAMAGED BRANCHES2 STAKES - 3" CALIPER OR LESS3 STAKES - GREATER THAT 3" CALIPERSTAKING ORIENTATIONNORTHNOTE: PLANTING DEPTH SHOULD BELOCATED SO THAT THE TUNK FLAREIS LEVEL WITH FINISHED GRADE.REMOVE ANY EXCESS SOIL FROMROOT BALL TO ACHIEVE CORRECTDEPTH.6"3X ROOTBALL DIA., MIN.NORTHTRUNK FLARECUT AND REMOVE ALL CORDS &BURLAP COVERING FROM ROOT BALLPRIOR TO INSTALLATIONSCALE 12" = 1'-0"PRUNE DEAD OR DAMAGEDBRANCHESTRUNK FLARE3" DEPTH SHREDDEDHARDWOOD MULCH, DO NOTPLACE MULCH AGAINST TRUNKCUT AND REMOVE ALL CORDS &BURLAP COVERING FROM ROOTBALL PRIOR TO INSTALLATIONSCARIFY SIDES AND BOTTOM OFPLANTING PITMANUFACTURED SOIL MIX ASSPECIFIEDCOMPACTED SOIL BESIDE& UNDER ROOT BALLTREE WRAP3 TIMES ROOTBALL DIAMETERUNDISTURBED SOILEVERGREEN TREEARBOR TIESTAKING WIRESTEEL FENCE POST3" DEPTH SHREDDEDCEDAR BARK MULCHFINISH GRADESCARIFY SIDES ANDBOTTOM OF PLANTINGPITPLANTING SOIL MIXUNDISTURBED SOIL3 TIMES ROOT BALL DIA.STAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.PLANT TREES ABOVEOR AT SAME GROUNDLEVEL THEY WEREGROWN IN AT THENURSERYREMOVE TOP 1/3 OFBURLAP, WIRE, ROPE,AND BASKET FROMROOTBALL1/2" SCALE8"RETAINING WALLGUARDRAIL POST ROOT PACKAGE3" HARDWOOD MULCH, AS SPECIFIED.SILVA CELL9'-0"2'-0"6'-318"1'-51 2"4"5"ROOT PACKAGERETAINING WALLANGLE OF REPOSE, VARIES4" PERFORATED PVC SUBDRAIN, AS SPECIFIED.CONNECT TO STORM (SEE CIVILS)DEEPROOT UB12-2 ROOT BARRIER3" HARDWOOD MULCH, AS SPECIFIED.CABEL GUARDRAIL, SEE L605SILVA CELL BASE SLOPE TO MAX. 5%GEOTEXTILE ON COMPACTED SUBGRADEPLANTING SOIL PER SILVA CELLSPECIFICATIONS, INSTALLED 8" LIFTSCOMPACTED AGGREGATECOMPACTED SUBGRADEANCHOR EACH SILVA CELL TO GROUNDWITH 10" SPIKEPER MANUFACTURERRECOMMENDATIONSBACKFILL, INSTALLED IN 8" LIFTS, WITHIN 4"-6" FROM TOP OF DECKS, COMPACTEDGEOGRID 6" MIN. BELOW BACKFILL AT BASEOVERLAP 12" MIN. AT TOP OF CELLSCAST IN PLACE TYPE II PAVING, TURN DOWN TO SILVACELL DECK AROUND TREE OPENING, AS SPECFIED4" COMPACTED AGGREGATEPLAN VIEW - SILVA CELLCAST IN PLACE TYPE II PAVINGELEVATION5"4"2'-10" 2'-10"514"414"1"PLANNOTE:CAPITOL BIKE RACK, SOLIDCAST ALUMINUM CONSTRUCTION,VARIED CONFIGURATION OPTIONFOR LOCKING POINTS, SURFACEMOUNT WITH EMBEDDED ANCHORS1'-9"1'-9"ELEVATIONPLANNOTE:KNIGHT LITTER RECEPTACLE,HEAVY PLATE ALUMINUM FRAMEAND LID, ALUMINUM BODY WITHOPEN BOTTOM FOR MAX. WATERDRAINAGE. 30 GAL. LINER.7"3'-5"712"75 8"ELEVATIONPLANNOTE:SOLECITY BOLLARD, LED BOLLARDANCHOR PLATE 4 STEEL ANCHOR BOLTS, DONOT OBSTRUCT SPACE BETWEEN ANCHORPLATE AND CONCRETE BASE. VERTICLEPOSITION, ACRYLIC REFRACTOR LENSES.substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONFile Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L501 PLANTING DETAILS / Drawn by: XX / Checked by: XX L501PLANTING DETAILSN.T.SL501SECTION - TREE PLANTING (TYP)01N.T.SL501SECTION - TREE PLANTING ON SLOPE (TYP)02N.T.SL501SECTION - TREE ROOT BALL (TYP)03N.T.SL501SECTION - SHRUB PLANTING (TYP)04N.T.SL501SECTION - GROUNDCOVER PLANTING (TYP)05N.T.SL501SECTION - PERENNIAL PLANTING (TYP)06N.T.SL501SECTION - SOD (TYP)07N.T.SL501SECTION - EVERGREEN TREE PLANTING (TYP)08N.T.SL501SECTION - SILLVA CELL09SHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDN.T.SL501BIKE RACK ELEVATION AND PLAN10N.T.SL501TRASH RECEPTACLE - ELEVATION AND PLAN11N.T.SL501SOLECITY BOLLARD BY LUMEC12 TW 1026.009'-6"19'-0"8'-0"13'-6"50'-0"FINISHED GRADE1028.00WALL BEYONDSPREAD FOOTING(SEE STRUCTURAL)SPREAD FOOTING(SEE STRUCTURAL)WALL BEYONDFINISH GRADE1021.74FINISH GRADE1023.258'-0"46'-258"TW 1020.50TW 1026.19SPREAD FOOTING(SEE STRUCTURAL)45'-138"100'-0"FINISH GRADE1015.55TW 1022.008"08L505TW 1026.198"9'-8"TW 1023.00TW 1026.19BS 1016.29FINISH GRADE1022.00TW 1030.00TW 1022.0040'-818"9'-0"8"SPREAD FOOTING(SEE STRUCTURAL)TS 1025.798"WALL BEYONDSPREAD FOOTING(SEE STRUCTURAL)30'-4"FINISH GRADEFINISH GRADE1021.74FINISH GRADE1025.00MATCHLINE MATCHLINETW 1026.19SPREAD FOOTING(SEE STRUCTURAL)SPREAD FOOTING(SEE STRUCTURAL)WALL BEYOND137'-818"08L505WALL BEYOND4'-314"3'-6"FINISH GRADE#######BS 1016.29FINISH GRADE1015.90TW 1030.00TW 1022.00TW 1020.50TW 1026.1940'-818"9'-0"8"SPREAD FOOTING(SEE STRUCTURAL)TS 1025.79TW 1020.508"WALL BEYONDWALL BEYONDSPREAD FOOTING(SEE STRUCTURAL)TW 1022.003'-6"30'-4"File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L502 WALL ELEVATIONS / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL502WALL ELEVATIONSN.T.SL502L602 WALL - ELEVATION04N.T.SL502L602 WALL - ELEVATION03N.T.SL502L602 WALL - ELEVATION06N.T.SL502L602 WALL - ELEVATION01N.T.SL502L602 WALL - ELEVATION05N.T.SL502L602 WALL - ELEVATION02SHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIRED 6" TYP.1'-0" TYP.2.0% TYP4" 4" 3'-6"#4 COATED REBAR (TYP.)(2) PER TREAD, CONT.#4 12" O.C. REBAR(TYP.) HORIZ.#4 NON COATED REBARCONT. 12" O.C. VERT.COMPACTED SUBGRADE,AS SPECIFIED.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.6" 41 8" 6" TYP.1'-0" TYP.2.0% TYP3'-6" 4" 4" 6"#4 COATED REBAR (TYP.)(2) PER TREAD, CONT.#4 12" O.C. REBAR(TYP.) HORIZ.#4 NON COATED REBARCONT. 12" O.C. VERT.COMPACTED SUBGRADE,AS SPECIFIED.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.65 8" TYP.1'-0" TYP.2.0% TYP#4 COATED REBAR (TYP.)(2) PER TREAD, CONT.#4 12" O.C. REBAR(TYP.) HORIZ.#4 NON COATED REBARCONT. 12" O.C. VERT.COMPACTED SUBGRADE,AS SPECIFIED.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.File Location: N:\2015\Des Moines Projects\15108 Holmes Murphy\15108 - AutoCAD\L502 WALL ELEVATIONS / Drawn by: XX / Checked by: XX substancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799 2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL (3RD REVIEW)03/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLNOT FORCONSTRUCTIONL504STAIR DETAILSN.T.SL504L604 STAIR DETAIL01N.T.SL504L604 STAIR DETAIL03SHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDN.T.SL504L604 STAIR DETAIL02SHOP DRAWINGSREQUIRED G T CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLFile Location: Q:\E-FILES\E-7000\E7505\_C3D Drawings\Construction Documents\SITE PLAN\E7505_01_UTILITY / Drawn by: XX / Checked by: XX UTILITY NOTES:1. ONE WEEK PRIOR TO CONSTRUCTION THECONTRACTOR SHALL NOTIFY:A. ASHWORTH PROPERTIES, LCB. CONFLUENCEC. CITY OF WAUKEE2. ALL STORM SEWER AND SANITARY SEWERTO BE CONSTRUCTED IN ACCORDANCEWITH SUDAS.3. LOCATION OF EXISTING UTILITIES ON PLANSARE APPROXIMATE AND SHOULD BELOCATED BY UTILITY COMPANIES PRIOR TOCONSTRUCTION.4. VERIFY LIGHT TYPE AND FINAL LOCATIONSWITH ELECTRICAL CONTRACTOR.5. INSTALL TEMPORARY SILT FENCE AROUNDALL PERMANENT STORM SEWER INLETS FOREROSION CONTROL.6. CONTRACTOR TO FIELD ADJUST ALLEXISTING SITE UTILITIES TO NEW FINISHGRADES. EXISTING UTILITIES INCLUDE, BUTARE NOT LIMITED TO, FIRE HYDRANTS,MANHOLE RIMS, INLETS, WATER VALVESAND LIGHT BASES.7. THE CONTRACTOR SHALL VERIFY THELOCATION AND PROTECT ALL UTILITIES ANDSTRUCTURES, DAMAGE TO UTILITIES ANDSTRUCTURES SHALL BE REPAIRED BY THECONTRACTOR TO THE SATISFACTION OFTHE OWNER OF THE UTILITIES.8. ALL CONNECTIONS TO PUBLIC WATER,SANITARY, AND STORM SEWER TO BEINSPECTED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT WITH AMINIMUM 48-HOUR NOTICE. NOTIFY WATERINSPECTION. NOTIFY THE CITY OF WAUKEEFOR ALL OTHER UNDERGROUNDINSPECTION.9. USE PAVEMENT REPLACEMENT MIX PERCITY OF WAUKEE SPECIFICATIONS.10. CONTRACTOR SHALL VERIFY EXACTLOCATION AND ELEVATION OF FIBER OPTICDUCT BAND PRIOR TO EXCAVATING FORUTILITIES.11. ALL SITE LIGHTING TO BE SHARP CUT-OFF.POLE AND FIXTURE TYPE TO BE SELECTEDBY THE LANDSCAPE ARCHITECT.12. ANY FIELD TILES ENCOUNTERED DURINGCONSTRUCTION SHOULD BE REPAIRED,RECONNECTED, OR REROUTED AND THEIRLOCATIONS SHOULD BE NOTED ON AS-BUILTDRAWINGS.13. ALL STORM SEWER AND SANITARY SEWERSHOULD BE CLEANED AND TELEVISED PRIORTO PAVING. THE CITY OF WAUKEEENGINEERING DEPARTMENT SHALLWITNESS ALL CLEANING AND TELEVISINGAND COPIES OF THE REPORT AND VIDEOSSHALL BE PROVIDED TO THE CITY OFWAUKEE ENGINEERING DEPARTMENT.14. ALL SANITARY MANHOLES ARE TO BEVACUUMED TESTED.15. CONNECTIONS TO EXISTING SANITARYMANHOLES SHALL BE CORE DRILLED ANDUSE A LINK SEAL.16. ALL UTILITIES SHALL BE TESTED TO THECITY OF WAUKEE STANDARDS AND THE CITYOF WAUKEE ENGINEERING DEPARTMENTSHALL WITNESS ALL TESTING.17. ALL FIRE HYDRANTS SHALL HAVE STORZFITTINGS INCLUDING ANY RELOCATEDHYDRANTS.60'0'1"=30'SCALE:01 UTILITY PLAN SHEETsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No. DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799C100UTILITY PLAN2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL3/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLQ:\E-FILES\E-7000\E7505\_C3D Drawings\Construction Documents\SITE PLAN\E7505_01_UTILITY.dwg, 8/3/2016 1:14:06 PM, pclausen, 1:1 CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLFile Location: Q:\E-FILES\E-7000\E7505\_C3D Drawings\Construction Documents\SITE PLAN\E7505_01_UTILITY / Drawn by: XX / Checked by: XX01MULTILINE_TITLEsubstancePROJECT NO.:REVISIONDATE:ARCHITECTURE INTERIORS DESIGN 1300 WALNUT STREET SUITE 201 DES MOINES IOWA 50309 P 515 243 4407 F 515 243 4692 STRUCTURAL CONSULTANT TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? LANDSCAPE ARCHITECT CONFLUENCE 525 17TH STREET DES MOINES IOWA 50309 P 515 288 4875 F 515 288 8359 MECHANICAL CONTRACTORELECTRICAL CONTRACTORCLIENT NO.:No.DescriptionDateSITE PLAN GENERAL CONTRACTOR THE WEITZ COMPANY 5901 THORNTON AVENUE DES MOINES IOWA 50321 P 515 246 4700 F 515 246 4799C200DETAIL SHEET2705 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 KNAPP PROPERTIES KETTLESTONE OFFICE DEVELOPMENT SUBMITTAL3/AUG/2016#15108KEY PLANTBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ???? TBD ADDRESS CITY, IOWA ZIP P 515 ??? ???? F 515 ??? ????CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLCLASS B CONCRETEMANHOLE WALLPVC OR DI TEE1'-0"MANHOLE BASE1/4" X 2" STAINLESSSTEEL STRAP AT 2'-0"O.C.3/8" DIA. STAINLESSSTEEL EXPANSIONANCHOR (TYP.)PVC OR DI PIPE; SIZE ASSHOWN ON DRAWINGS;LENGTH VARIES45° BENDQ:\E-FILES\E-7000\E7505\_C3D Drawings\Construction Documents\SITE PLAN\E7505_01_UTILITY.dwg, 8/2/2016 1:30:23 PM, pclausen, 1:1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B A C D E F G H J K L www.thinkconfluence.com Ph. 5152884875 DES MOINES, IOWA 50309 525 17TH STREET LANDSCAPE ARCHITECT CONFLUENCE ? Ph. 515464700 DES MOINES, IOWA 50321 5901 THORNTON AVENUE GENERAL CONTRACTOR THE WEITZ COMPANYCopyright © 2016 Substance, LLC.1300 Walnut Street, Suite 201 Des Moines, Iowa 50309 Ph. 515 243 4407 www.substancearchitecture.com Preliminary - Not for ConstructionRevisions Substance No.: 16 17 18 M N P Date: ? Ph. (515) 277-0275 Des Moines, IA 50312 4717 Grand Ave, STRUCTURAL ENGINEER RAKER RHODES ENGINEERING ? Ph. (515) 262-4000 Des Moines, IA 50317 4224 Hubbell Ave MECHANICAL ENGINEER BAKER GROUP ? Ph. (515) 284-1911 Des Moines, IA 50321 2601 Bell Ave ELECTRICAL ENGINEER WALDINGER CORPORATION 8/2/2016 4:43:33 PMKNAPP PROPERTIESKETTLESTONE OFFICE DEVELOPMENTSite Plan Submittal (3rd Review)3-1 RENDERED BUILDING ELEVATIONS 398.16 03 AUGUST 2016 SCALE: 12" = 1'-0"1 Rendered Elevation - South SCALE: 12" = 1'-0"2 Rendered Elevation - West MARK DESCRIPTION DATE CORRUGATED METAL PANEL GATE PRECAST CONCRETE PANEL CORRUGATED METAL PANEL PRECAST CONCRETE PANEL CORRUGATED METAL PANEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B A C D E F G H J K L www.thinkconfluence.com Ph. 5152884875 DES MOINES, IOWA 50309 525 17TH STREET LANDSCAPE ARCHITECT CONFLUENCE ? Ph. 515464700 DES MOINES, IOWA 50321 5901 THORNTON AVENUE GENERAL CONTRACTOR THE WEITZ COMPANYCopyright © 2016 Substance, LLC.1300 Walnut Street, Suite 201 Des Moines, Iowa 50309 Ph. 515 243 4407 www.substancearchitecture.com Preliminary - Not for ConstructionRevisions Substance No.: 16 17 18 M N P Date: ? Ph. (515) 277-0275 Des Moines, IA 50312 4717 Grand Ave, STRUCTURAL ENGINEER RAKER RHODES ENGINEERING ? Ph. (515) 262-4000 Des Moines, IA 50317 4224 Hubbell Ave MECHANICAL ENGINEER BAKER GROUP ? Ph. (515) 284-1911 Des Moines, IA 50321 2601 Bell Ave ELECTRICAL ENGINEER WALDINGER CORPORATION 8/2/2016 4:43:33 PMKNAPP PROPERTIESKETTLESTONE OFFICE DEVELOPMENTSite Plan Submittal (3rd Review)3-2 RENDERED BUILDING ELEVATIONS 398.16 03 AUGUST 2016 SCALE: 12" = 1'-0"1 Rendered Elevation - North SCALE: 12" = 1'-0"2 Rendered Elevation - East SCALE: 6" = 1'-0"3 Rendered Axonometric - Trash Enclosure MARK DESCRIPTION DATE LEVEL 1 - BUILDING OCCUPANCY PLAN0" LEVEL 2 - BUILDING OCCUPANCY PLAN14'-0" ROOF 28'-0" AA HHBCDEFG CLERESTORY 36'-0" A H 8'-0"14'-0"14'-0"CANOPY ROOF DD EE AL FRAMED CURTAIN WALL MECHANICAL SCREEN, METAL WALL PANEL MECHANICAL SCREEN, METAL WALL PANEL PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-4 PC-4 PC-4 PC-3 PC-3 PC-3 PC-4 PC-4 PC-4 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-3 EX-103 EX-104 CW-1 SF-2 SF-2 SF-2 SF-2 TYP 5'-0" TYP 5'-0" JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT5'-6"7'-6"5'-6"7'-6"3'-6"2'-0"10'-0"10'-0"2'-0"6'-0"AL FRAMED CURTAIN WALL CLERESTORYARCHITECTURAL INSULATED PRECAST PANEL ARCHITECTURAL INSULATED PRECAST PANEL AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED CURTAIN WALL LEVEL 1 - BUILDING OCCUPANCY PLAN0" LEVEL 2 - BUILDING OCCUPANCY PLAN14'-0" LOWER LEVEL - BUILDING OCCUPANCY PLANS-14'-0" ROOF 28'-0" 1A 7A4 CLERESTORY 36'-0"8'-0"14'-0"14'-0"14'-0"MECHANICAL SCREEN, METAL WALL PANEL 1 2 3 5 6 7 PC-3 PC-7 PC-5 PC-5 PC-5 PC-10 PC-8 PC-8 PCV-1 PCV-2 PCV-3 PC-1 PC-1 PC-1 PC-6 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-6 PC-1 PC-1 PC-1 PC-5 PC-5 PC-5 PC-3 SF-4 SF-4 SF-3 SF-3 SF-4 SF-4 CW-2 CW-2 6'-1 1/4"6'-4" TYP 5'-0" TYP 5'-0" TYP 5'-0" TYP 5'-0" 1'-0"28'-6"35'-0"35'-0"35'-0"35'-0"28'-6"1'-0" TYP 5'-0" ELEVATOR OVERRUN JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT5'-6"7'-6"5'-6"7'-6"5'-6"JT JT JT JT ARCHITECTURAL PRECAST VENEER PANEL ARCHITECTURAL INSULATED PRECAST PANEL AL FRAMED CURTAIN WALL CLERESTORY AL FRAMED CURTAIN WALL CLERESTORY AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT ARCHITECTURAL INSULATED PRECAST PANEL ARCHITECTURAL INSULATED PRECAST PANEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B A C D E F G H J K L www.thinkconfluence.com Ph. 5152884875 DES MOINES, IOWA 50309 525 17TH STREET LANDSCAPE ARCHITECT CONFLUENCE ? Ph. 515464700 DES MOINES, IOWA 50321 5901 THORNTON AVENUE GENERAL CONTRACTOR THE WEITZ COMPANYCopyright © 2016 Substance, LLC.1300 Walnut Street, Suite 201 Des Moines, Iowa 50309 Ph. 515 243 4407 www.substancearchitecture.com Preliminary - Not for ConstructionRevisions Substance No.: 16 17 18 M N P Date: ? Ph. (515) 277-0275 Des Moines, IA 50312 4717 Grand Ave, STRUCTURAL ENGINEER RAKER RHODES ENGINEERING ? Ph. (515) 262-4000 Des Moines, IA 50317 4224 Hubbell Ave MECHANICAL ENGINEER BAKER GROUP ? Ph. (515) 284-1911 Des Moines, IA 50321 2601 Bell Ave ELECTRICAL ENGINEER WALDINGER CORPORATION 8/2/2016 4:43:36 PMKNAPP PROPERTIESKETTLESTONE OFFICE DEVELOPMENTSite Plan Submittal (3rd Review)3-3 BUILDING ELEVATIONS 398.16 03 AUGUST 2016 SCALE: 1/8" = 1'-0"1 BUILDING ELEVATION - SOUTH SCALE: 1/8" = 1'-0"2 BUILDING ELEVATION - WEST MARK DESCRIPTION DATE LEVEL 1 - BUILDING OCCUPANCY PLAN0" LEVEL 2 - BUILDING OCCUPANCY PLAN14'-0" LOWER LEVEL - BUILDING OCCUPANCY PLANS-14'-0" ROOF 28'-0" AAHHBCDEFG CLERESTORY 36'-0" AHDDEE 1'-0"38'-6"35'-0"23'-6"1'-0"38'-0"1'-0"23'-6"35'-0"38'-6"1'-0"14'-0"14'-0"8'-0"MECHANICAL SCREEN, METAL WALL PANEL MECHANICAL SCREEN, METAL WALL PANEL PC-3 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-4 PC-4 PC-4 PC-3 PC-3 PC-4 PC-4 PC-4 PC-2 PC-2 PC-2 PC-9 PC-14 PC-7 PC-2 PC-2 PC-2 PC-3 SF-2 SF-2 SF-2 SF-2 SF-1 CW-1 EX-001 EX-101EX-102 CW-2 TYP 5'-0" TYP 5'-0" 1'-4" 3'-8" 1'-4" 3'-8" TYP 5'-0" JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT ELEVATOR OVERRUN 2'-0"3'-6"7'-6"5'-6"7'-6"5'-6"10'-0"10'-0"14'-0"1'-6"3'-6"3'-6"1'-6" 1'-6"3'-6"1'-6"3'-6"6'-0"2'-0"ARCHITECTURAL INSULATED PRECAST PANEL AL FRAMED CURTAIN WALL CLERESTORY AL FRAMED STOREFRONT ARCHITECTURAL INSULATED PRECAST PANEL ARCHITECTURAL INSULATED PRECAST PANEL AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED CURTAIN WALL AL FRAMED STOREFRONT AL FRAMED STOREFRONT LEVEL 1 - BUILDING OCCUPANCY PLAN0" LEVEL 2 - BUILDING OCCUPANCY PLAN14'-0" ROOF 28'-0" 1A7A4 CLERESTORY 36'-0"8'-0"14'-0"14'-0"MECHANICAL SCREEN, METAL WALL PANEL AL FRAMED CURTAIN WALL CLERESTORY 123567 PC-3 PC-5 PC-5 PC-5 PC-1 PC-1 PC-11 PC-6 PC-1 PC-1 PC-1 PC-1 PC-1 PC-1 PC-6 PC-1 PC-1 PC-1 PC-5 PC-5 PC-5 PC-3 SF-4 SF-4 SF-3 SF-3 SF-4 SF-4 EX-105 CW-2 CW-2 6'-4"6'-1 1/4" 8'-4 3/4" TYP 5'-0" TYP 5'-0" TYP 5'-0" TYP 5'-0" 1'-0"28'-6"35'-0"35'-0"35'-0"35'-0"28'-6"1'-0" JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT 2'-0"3'-6"7'-6"5'-6"7'-6"5'-6"4'-6"10'-0"2'-0"6'-0"1'-4" ARCHITECTURAL INSULATED PRECAST PANEL ARCHITECTURAL INSULATED PRECAST PANEL AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT AL FRAMED STOREFRONT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B A C D E F G H J K L www.thinkconfluence.com Ph. 5152884875 DES MOINES, IOWA 50309 525 17TH STREET LANDSCAPE ARCHITECT CONFLUENCE ? Ph. 515464700 DES MOINES, IOWA 50321 5901 THORNTON AVENUE GENERAL CONTRACTOR THE WEITZ COMPANYCopyright © 2016 Substance, LLC.1300 Walnut Street, Suite 201 Des Moines, Iowa 50309 Ph. 515 243 4407 www.substancearchitecture.com Preliminary - Not for ConstructionRevisions Substance No.: 16 17 18 M N P Date: ? Ph. (515) 277-0275 Des Moines, IA 50312 4717 Grand Ave, STRUCTURAL ENGINEER RAKER RHODES ENGINEERING ? Ph. (515) 262-4000 Des Moines, IA 50317 4224 Hubbell Ave MECHANICAL ENGINEER BAKER GROUP ? Ph. (515) 284-1911 Des Moines, IA 50321 2601 Bell Ave ELECTRICAL ENGINEER WALDINGER CORPORATION 8/2/2016 4:43:42 PMKNAPP PROPERTIESKETTLESTONE OFFICE DEVELOPMENTSite Plan Submittal (3rd Review)3-4 BUILDING ELEVATIONS 398.16 03 AUGUST 2016 SCALE: 1/8" = 1'-0"1 BUILDING ELEVATION - NORTH SCALE: 1/8" = 1'-0"2 BUILDING ELEVATION - EAST MARK DESCRIPTION DATE