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Home My WebLink AboutA035 - April 28, 2026, Regular Meeting of the Ames City CouncilITEM #:39 DATE:04-28-26 DEPT:P&H SUBJECT:PRELIMINARY PLAT FOR THE AUBURN TRAIL SUBDIVISION COUNCIL ACTION FORM BACKGROUND: Hunziker Development Group is requesting approval of a Preliminary Plat for the Auburn Trail Subdivision, a 178-lot residential subdivision. The plat includes the properties at 4605 Hyde Avenue and 4514 Hyde Avenue and two adjacent parcels to the north (see attached Location Map and Preliminary Plat). The subdivision is subject to the City’s Low Impact and Conservation Subdivision standards that apply to projects within the Ada Hayden watershed. The focus of these standards is to manage stormwater with a treatment train approach where a variety of stormwater practices are used in a series. More information about stormwater management can be found in the Addendum. As part of these standards, additional requirements apply for erosion and sediment control during construction and native landscaping. Receipt of the erosion and sediment control plans prior to grading and landscaping and conservation management plans with final platting are recommended as conditions. The subject properties are concurrently being rezoned to Floating Suburban Residential Low- Density “FS-RL” with a Master Plan (see attached Master Plan). The third reading of the rezoning is also on City Council’s April 28 agenda. The Preliminary Plat is consistent with the proposed Master Plan, which establishes types of uses allowed for the site as single family detached and attached housing, access points, and general open space set-asides. A density of approximately 4.4 units per net acre is proposed. This meets the Master Plan’s prescribed density range and FS-RL zoning allowed density range of 3.75–10 units per net acre. All lots meet minimum size requirements, and frontage requirements for the FS-RL zoning district. A flag lot (Lot 178) is proposed on the east side of Hyde. The flag lot has a shared driveway with the existing lot to the north. In lieu of extending a public sanitary sewer main from the existing trunk line located within Ada Hayden to serve the one lot, the developer proposes to construct a sanitary sewer service line. A service line is the maintenance responsibility of the owner rather than the City. The service line will require an easement and/or an agreement with the City because it will cross City land to connect to the sewer line. A condition is included to address this requirement prior to final plat. All open space areas shown on the Master Plan are proposed to be outlots for stormwater management or recreation. There are ten outlots, totaling approximately 19 acres. Three, totaling approximately 8 acres, are accessible to residents through paths or as a private recreation space to meet the usable open space requirement (10% of the gross area) of the FS-RL zoning. 1 A recreation space near Crestmoor on the west side of the site is proposed to be a private “pocket park.” Staff believes that the park space, which has approximately half an acre of useable area, should serve as a small-scale gathering and recreation space in order to meet the intent of park space, even with its small area compared to a public park. The pocket park is proposed by the developer in response to the policy to provide proportional park land with new development when neighborhood park facilities are beyond a 1/2 mile from a development. The addendum describes this in greater detail. The final improvements required for the park will be determined during final platting. The main access to the subdivision is from Hyde via Tilden Parkway, a proposed residential collector street, which is a 31-foot wide paved street section with parking on one side. Tilden will include a shared use path on its south side. Typically, a high density of lots are not planned along collector streets due to concerns of traffic management and parking for future residents. However, due to projected low to moderate vehicle volumes on Tilden, with planned speed controls including two mini roundabouts, the proposal is supported by staff. The developer plans for a three-lane section for turning movements at Hyde Avenue. The internal streets include block lengths that exceed the zoning standards of 660 feet. Pedestrian connections are required to mitigate block lengths over 660 feet. Mid-block walkways are proposed between several streets to address this issue. Two blocks are proposed to be approximately 780 feet in length without a mid-block walkway. A 20% street length alternative design approval is requested by the applicant to allow block lengths to exceed 660 feet without a pedestrian connection. This is due to the dimensional constraints of the site with limited options for street layouts to be coordinated with open space areas in relation to the type of lots proposed with the project. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission reviewed the Preliminary Plat at their April 15th meeting. Commissioners asked about the management of the private pocket park and stormwater practices. The Homeowners Association will manage the pocket park, as is typical for private parks in subdivisions. City staff is responsible for long-term sediment removal from wet ponds and other stormwater practices. They Commission also asked about connectivity to the open spaces within the subdivision. Staff indicated that some areas where it appeared a sidewalk connection could be made were for stormwater conveyance or practices. Staff and the applicant tried to balance the intent of connectivity and the design of stormwater treatment measures. Construction of a sidewalk in these areas is not feasible due to slope and treatment measures. One of the main topics of the Commission's discussion was traffic. A traffic letter was previously submitted for the development that identified the need for a northbound left turn lane to enter the development from Hyde. This is shown on the plat as a project improvement. In addition, the City's northern growth area, inclusive of this property, is shown within Ames Plan 2040 and its projected growth was incorporated into a traffic model with the recently approved AAMPO transportation plan. The general analysis of the area concludes traffic will increase along Hyde, but within acceptable operational capacities. However, Ames Plan 2040 and the transportation plan indicate that traffic calming will be a benefit in the future for speed control as growth occurs. A traffic signal at Bloomington and Hyde is also anticipated as result of north growth development. 2 One member of the public spoke in opposition to the plat. Concerns included the management of the wet pond and native vegetation on the east side of Hyde, north of the Bloomington Court Townhomes. Staff noted that a low grow native grass mix for the area was planned and maintenance practices would be detailed in the Conservation Management Plans with final platting. Pond maintenance expectations would be similar to other subdivisions in the City. The speaker's other main concern was the lack of a direct trail connection to Ada Hayden from the subdivision and the additional pedestrian traffic along Eisenhower Lane and Eisenhower Court (private streets serving the Bloomington Court townhomes) that would result from it being the closer access point without a trail connection. Previously, a connection was proposed with earlier versions of the project. Parks and Public Works staff were concerned about two aspects of the trail, one was the crossing of Hyde and needing flashing beacons for safety and two, the maintenance of the trail itself within the park. With recent decisions of the City to construct the shared use path along Hyde, north to 190th, as a City project, it was determined that the existing connection to the uplands trail area and crossing approximately one quarter mile north of Auburn Trail would be more appropriate than at this location. Pedestrians can walk south to Harrison and then over to the park. Ultimately, the Commission voted 6-0 to recommend approval of the Preliminary Plat. ALTERNATIVES: 1. Approve the Preliminary Plat for the Auburn Trail Subdivision located at 4605 Hyde Avenue and 4514 Hyde Avenue and adjacent properties to the north with the alternative design request for block lengths and the following conditions: a. Erosion and sediment control plans for construction phasing shall be submitted for approval by the Municipal Engineer prior to any grading work on the site. b. Private park improvements and required elements shall be proposed for City approval as part of final platting of the 2nd Addition. c. Additional native landscaping such as perennial beds shall be added at entrance points to open space areas or mid-block crossings as part of the landscape plans proposed with final platting of each phase. d. The final street tree, streetlight, landscaping, and conservation management plan approvals shall be deferred until final plat approval for each phase. e. An easement and or agreement with the City of Ames to allow for a sanitary sewer service line to be located on City property extending from Lot 178 and Outlot G to connect to the existing sanitary sewer main located with Ada Hayden park shall be submitted by the applicant for approval by the City of Ames prior to approval the final plat that includes Lot 178. 2. Approve the Preliminary Plat with modifications. 3. Deny the Preliminary Plat if it finds the Preliminary Plat does not meet the requirements 3 of Section 23.302(3)(b) of the Ames Municipal Code and by setting forth the reasons to disapprove or modify the proposed preliminary plat as required by Section 23.302(4) of the Ames Municipal Code. CITY MANAGER'S RECOMMENDED ACTION: The general layout of the development, open space, and circulation system is consistent with the Master Plan. The plat implements the low-impact development policies and techniques required by the Conservation Design ordinance for enhanced stormwater management and dispersion of open spaces throughout the development. The project includes a private recreation space proposal in lieu of a public park dedication to conform to policies of Ames Plan 2040. Staff has found that the plat, including the grading, lot layouts, and street and trail plans, meet the requirements of Chapter 23 Subdivisions, with the proposed 20% alternative design for block lengths and proposed conditions. Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1, as described above. ATTACHMENT(S): ADDENDUM.pdf Preliminary Plat Master Plan Location Map.pdf Plan 2040 Excerpts.pdf 4 1 ADDENDUM Project Location. The project site is located at 4605 & 4514 Hyde Avenue and Outlots A and B of the Cochrane Farms subdivision adjacent to the north of 4605. It is within the Ada Hayden Watershed north of Bloomington Road and subject to the Conservation Subdivision development standards of the Ames Municipal Code. Ames Plan 2040. The Ames Plan 2040 Future Land Use Map designation for the property is Residential Neighborhood 3 (RN-3) (see attached Future Land Use Map). Plan 2040 describes these areas as containing a variety of residential types and neighborhood services. The characteristic of an RN-3 area is a conventional suburban layout of primarily single-family development at low and medium density. An excerpt of Plan 2040 for the RN-3 designation including a full description of characteristics and applicable zoning districts is also attached. Plan 2040 Open Space policies support providing for recreational amenities of various types with the expansion of the City. In this case a neighborhood park is desirable to maintain consistency with City policies for proximity or access and for park area per residents. The site is located more than ½ mile from existing and planned neighborhood parks. The applicant has proposed a private “pocket park” in lieu of a larger neighborhood public park dedication. Staff has used an example of the private park on Clayton in Somerset as a potential model for the area. The pocket park on Clayton totals approximately 1/3 of an acre and includes a picnic table and play equipment. Subject to details on improvements to the space, the proposed pocket park can meet the intent of common gathering and recreation space serving neighborhood needs. Due to its limited size and location, it is not appropriate to be dedicated to the City as a public park and would need to be a HOA private amenity. Infrastructure. The property at 4605 Hyde is the subject of a 2013 pre -annexation agreement addressing street assessments, traffic fees, water service territory buyout, and water and sewer connection fees. Since 2013, some of this infrastructure has been installed and assessed. City expectations for cost-sharing have changed related to City Council direction from December 16, 2025, to consider development incentives for certain residential development projects, including Auburn Trail. Negotiation of final agreements will be completed in order to amend the Pre-annexation agreement. Water - Auburn Trail is within a City water connection district. The City previously undertook the extension of water service to the property and it is located in a City Connection District. Payment of Connection District fees to the City is required in conjunction with final platting of each phase of the project. Auburn Trail is also subject to agreements for buyout of service territory agreements with Xenia Rural Water Association. The developer is responsible for buyout fees to be paid to Xenia to effectuate the territory transfer, which must occur prior to final plat. 5 2 Sewer - Sewer will be extended to the property to the north with the development. Auburn Trail is within a City sanitary sewer connection district as the City previously undertook the extension of sanitary sewer service to the property. Payment of fees to the Ci ty is required in conjunction with final platting of each phase of the project. The residential lot on the east side of Hyde will be served by a sanitary sewer service line extended from a main located on City-owned property to the east. Typically, a sanitary sewer main would be required. However, given the length of the extension and number of homes served, a service line was permitted. The service line will require an easement with the City to be approved with the final plat. Electric - Auburn Trail lies within the Ames Electric service territory. Special Assessments and Off-site Traffic Improvements - The pre-annexation agreement included an assessment for the improvement of Hyde Avenue from West 190th Street. This has been completed and one payment on the assessment remains. The combined development of Quarry Estates, Auburn Trail, and Hayden’s Preserve are known from prior traffic studies to contribute to increased traffic in the area and the need for a traffic signal at Hyde and Bloomington. The original pre-annexation agreement included a developer’s share of costs associated with traffic signals at Hyde Avenue and Bloomington Road and Grand Avenue and Bloomington Road. However, recent incentive discussions indicate the developer will not responsible for this payment. Streets - The main access to the subdivision, Tilden Parkway, is proposed to extend to the northwest through the site and be stubbed at the north property line. Street connections with the Bloomington Heights subdivision to the south are also proposed through extensions of Crestmoor and Welbeck into the development. Crestmoor and Tilden will be extended through the site and are shown to connect north to the Planne d Hayden’s Preserve development. A loop road (Kenai and Denali) and an additional east- west road (Glacier) not shown on the Master Plan are proposed. Staff has also requested that the potential for a street stub be accommodated off Glacier to connect to a small parcel to the north (Outlot E). This outlot also provides access to a cell tower located on the property to the north. The outlot will be platted with a later phase of the subdivision. Staff would support its relocation to the west with future platting to provide better connectivity within the subdivision if access for the cell tower can be relocated. Such a change would be a minor amendment to any future final plat. The Hyde right-of-way along the subdivision’s frontage will be dedicated with final platting. Shared Use Paths and Trails – Shared use paths are proposed along Tilden Parkway (8 foot trail) and the site’s Hyde Avenue frontage (10 -foot trail). A trail connection to the shared use path along Hyde is provided at the southeast corner of the subdivision. The shared use path along Tilden runs along the road with a connection to the future development to the north. This path will be constructed at the cost of the developer. The 6 3 Hyde path is planned as a City project as part of the development incentives process. Access—Primary access to the site is from Hyde Avenue. A left turn lane is required for north bound traffic on Hyde into the site. The developer is responsible for public improvements serving the site. The new flag lot on the east side of Hyde Avenue will not have direct access to Hyde. It is restricted to a shared driveway with the lot to the north. Block Lengths and Alternative Design Request. As required by FS-RL zoning for blocks exceeding 660 feet, the Preliminary Plat includes a mid -block walkway between Denali and Kenai as well as between Glacier and Tilden, east of Rainer Way. The portions of Tilden and Glacier to the west of Tilden exceed the 660-foot requirement, but do not provide a mid-block walkway between the streets. The applicant has requested alternative design approval which allows the standard to be adjusted up to 20%. Both blocks are approximately 780 feet in length, within the 20% allowance. Approval of an alternative design review request by City Council require s that there is an operational need or benefit to the request, and that the request offsets any impacts by providing something of equal or better consistency with the intent of the requirement or zoning district. The benefit to the developer is to maintain the type of lot layout for single family detached homes as proposed. In this instance, a second pedestrian access from Glacier to the park has been provided approximately 150 feet to the west of these blocks. The blocks taper to the west are not square, meaning that a mid-block walkway may not provide any greater access to the park access than the on-street sidewalks that run on a diagonal. The taper is due to the shape of the conservation area along the north property line. Stormwater Management. The site is located within the Ada Hayden Watershed area and is subject to Conservation and Low Impact Development Subdivision standards of the City. The City recently amended the Conservation Design Ordinance that required prescriptive open space set asides and open space configurations to allow a more focused approach on Low Impact Development methods. The focus now is to manage stormwater with a treatment train approach where a variety of stormwater practices are used in a series. The Stormwater plan must address water quality and quantity measures that achieve objectives of the City for low impact development. The majority of stormwater runoff from the development will flow to the east to two large detention ponds located in series at the southeast corner of the development. Two forebays are also proposed to help settle sediment prior to runoff entering the dete ntion ponds. The water eventually discharges to a drainage channel east of Hyde Avenue. Only stormwater from the northeast portion of the site is diverted to the north and not to the ponds. Runoff from the northern row of development lots will enter infiltration basins 7 4 for treatment. The runoff from this area will enter a stream north of the development that drains into Ada Hayden Lake. Runoff from the central portion of the site will first pass through sediment collection areas at storm sewer outlets and a central grass channel prior to entering the detention ponds. Conservation Areas/Open Space. The applicant completed a natural and cultural resources inventory as required by the Conservation Subdivision standards. No significant features were identified on the west side of Hyde that are required to be placed in required Conservation Area set-asides. The majority of the property has been farmed and is devoid of trees. Two areas with wetland-indicating conditions and a grass/ agricultural waterway were identified. Neither wetland has been determined to be Waters of the United States as Jurisdictional Wetlands and, due to their isolated nature and low- quality attributes, they are not required to be maintained as conservation areas. A first-order perennial stream was identified on the east side of Hyde. There is an existing drainage and conservation easement on this area and it is proposed to be part of an outlot. Grading is proposed within the required stream buffer to create an embankment for the east detention pond. The Public Works Director may authorize grading impacts to the conservation area for essential infrastructure. A streambank stabilization project was completed in 2022. Public Works staff has reviewed the proposed grading and grading limits for the stabilization project and determined there is sufficient area for conveyance and no impacts on the limits of the stabilization project. While no significant trees were identified, with a previous rezoning of the property in 2021, neighbors to the south voiced concerns related to preserving trees on the south property line as a buffer to the development. These trees are located within an outlot and a note to preserve them is included on the plat as part of the initial grading plan for development of the site. All single-family residential Conservation Design subdivisions shall incorporate an element of open space in order to meet the intent of subdivision of dispersed and connected conservation areas with a natural setting that supports a treatment train approach to stormwater management. The ten outlots for stormwater management and open space areas are provided throughout the subdivision. Outlots provide buffers on the north, east, south, and west sides of the subdivision, ranging in width from 25 to 50 feet. The main outlot in the center of the subdivision that contains a stormwater channel and park includes several sidewalk segments providing access. Conservation easements will be established on all of the of the open space areas. The Conservation Design and Low Impact Development Ordinance includes requirements for native plantings in open space areas, and for street trees to be native species planted in clusters. Approval of the landscaping and street tree plan will be deferred to final platting. 8 5 The submitted street tree and landscape plan reflects the appropriate number of street trees and native seed mixes to be used in open spaces. Prior to final platting, staff will work with the applicant on the location and species of street trees and adding additional native landscape elements to highlight entry points to common open space areas and pedestrian connections. A draft Conservation Area Management Plan has been submitted that describes these areas and how they will be established and maintained. More detail for maintenance operations is required during the Final Plat process. The developer will have initial responsibility for creating the conservation areas and the future homeowner’s association will have long term management responsibilities. 9 HY D E A V E G. W . C A R V E R A V E BLOOMINGTON RD NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". HUNZIKER DEVELOPMENT PRELIMINARY PLAT FOR AUBURN TRAIL APRIL, 2026 THE 2025 EDITION OF THE "IOWA STATEWIDE URBAN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND CITY OF AMES SPECIFICATIONS. MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF TRANSPORTATION. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION OF THIS PROJECT. GOVERNING SPECIFICATIONS PP.01 TITLE SHEET SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 1 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 6 : 1 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR MAP OF THE CITY OF AMES STORY COUNTY, IA R STORY COUNTY, IA PROJECT LOCATION FEETSCALE 0 1000 2000 HORZ. UTILITY CONTACTS CITY OF AMES UTILITY MAINTENANCE - BEN MCCONVILLE, 515-239-5162 CENTURY LINK - SADIE HALL, 918-547-0147 MIDLAND POWER COOPERATIVE - BRUCE KEENEY, 515-386-4111 MEDIACOM - TIM ADREON, 515-233-2318 XENIA RURAL WATER DISTRICT - LAIRD VAN DEE, 515-676-2117 CITY OF AMES ELECTRIC, MARK CARRAN, 515-239-5189 OWNER HUNZIKER DEVELOPMENT 105 S. 16TH ST. AMES, IA 50010 PREPARED BY BOLTON AND MENK 1519 BALTIMORE DRIVE AMES, IA 50010 ZONING EXISTING: FS-RL PROPOSED: FS-RL Sheet List Table Sheet Number Sheet Title PP.01 TITLE SHEET PP.02 GENERAL NOTES AND TYPICAL SECTIONS PP.03 GENERAL NOTES AND TYPICAL SECTIONS PP.04 OVERALL LAYOUT PP.05 EXISTING CONDITIONS PP.06 EXISTING CONDITIONS PP.07 EXISTING CONDITIONS PP.08 EXISTING CONDITIONS PP.09 EXISTING CONDITIONS PP.10 PROPOSED IMPROVEMENTS PP.11 PROPOSED IMPROVEMENTS PP.12 PROPOSED IMPROVEMENTS PP.13 PROPOSED IMPROVEMENTS PP.14 PROPOSED IMPROVEMENTS PP.15 STREET TREE AND LANDSCAPING PLAN PP.16 STREET TREE AND LANDSCAPING PLAN PP.17 STREET TREE AND LANDSCAPING PLAN PP.18 STREET TREE AND LANDSCAPING PLAN PP.19 STREET TREE AND LANDSCAPING PLAN PP.20 BOUNDARY PP.21 STREET SIGNAGE PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N , REC O R D I N G P U R P O S E S , O R IM P L E M E N T A T I O N . MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: LICENSE NUMBER:DATE: I OWA LIC ENSED PROFESS IONAL ENGINEER I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. P21974 DECEMBER 31, 2027 ALL SHEET Gregory A. Broussard, P21974 Gregory A. Broussard, P.E. PLAN REVISIONS REV ISSUED FOR DATE 10 TILDEN PARKWAY NUMBER C11 C12 L18 START STATION 0+00 2+71.66 7+61.52 END STATION 2+71.66 7+61.52 23+98.66 LENGTH 271.66 489.86 1637.14 DELTA 13°50'40" 70°10'00" RADIUS 1124.29 400.00 CHORD 271.00 459.81 START N 3487589.45 3487325.40 3487061.77 START E 4881158.39 4881219.40 4881596.13 END N 3487325.40 3487061.77 3487064.63 END E 4881219.40 4881596.13 4883233.27 LINE / CHORD DIRECTION S13° 00' 40"E S55° 01' 00"E N89° 54' 00"E CRESTMOOR AVE NUMBER L17 C10 START STATION 0+00 10+67.90 END STATION 10+67.90 17+35.63 LENGTH 1067.90 667.73 DELTA 27°02'30" RADIUS 1414.79 CHORD 661.55 START N 3486103.32 3487047.37 START E 4881524.81 4881025.63 END N 3487047.37 3487688.29 END E 4881025.63 4880861.69 LINE / CHORD DIRECTION N27° 52' 07"W N14° 20' 51"W KENAI PLACE NUMBER L23 C14 C15 L26 C16 L27 L28 C17 L29 START STATION 0+00 3+24.42 14+60.72 16+17.81 16+92.73 18+49.78 24+94.35 27+45.17 29+08.13 END STATION 3+24.42 3+97.47 16+17.81 16+92.73 18+49.78 24+94.35 27+45.17 29+08.13 30+50 LENGTH 324.42 73.05 157.09 74.92 157.05 644.57 250.81 162.96 141.87 DELTA 27°54'12" 90°00'23" 89°59'05" 62°14'41" RADIUS 150.00 100.00 100.00 150.00 CHORD 72.33 141.43 141.40 155.06 START N 3486511.20 3486663.58 3486683.25 3486583.42 3486508.50 3486408.33 3486407.06 3486406.56 3486486.44 START E 4881252.58 4881538.98 4882672.39 4882772.57 4882772.70 4882672.90 4882028.33 4881777.52 4881644.62 END N 3486663.58 3486681.16 3486583.42 3486508.50 3486408.33 3486407.06 3486406.56 3486486.44 3486611.86 END E 4881538.98 4881609.15 4882772.57 4882772.70 4882672.90 4882028.33 4881777.52 4881644.62 4881578.30 LINE / CHORD DIRECTION N61° 59' 03"E N75° 56' 09"E S45° 06' 05"E S0° 05' 53"E S44° 53' 39"W S89° 53' 12"W S89° 53' 12"W N58° 59' 27"W N27° 52' 07"W DENALI LANE NUMBER L30 START STATION 0+00 END STATION 1+13.75 LENGTH 113.75 DELTA RADIUS CHORD START N 3486611.86 START E 4881578.30 END N 3486712.42 END E 4881525.13 LINE / CHORD DIRECTION N27° 52' 07"W WELBECK DRIVE NUMBER L34 START STATION 0+00 END STATION 2+77.49 LENGTH 277.49 DELTA RADIUS CHORD START N 3486179.56 START E 4882028.72 END N 3486457.06 END E 4882028.25 LINE / CHORD DIRECTION N0° 05' 53"W DENALI LANE NUMBER L30 START STATION 0+00 END STATION 1+13.75 LENGTH 113.75 DELTA RADIUS CHORD START N 3486611.86 START E 4881578.30 END N 3486712.42 END E 4881525.13 LINE / CHORD DIRECTION N27° 52' 07"W ACADIA LANE NUMBER L35 START STATION 0+00 END STATION 3+55.51 LENGTH 355.51 DELTA RADIUS CHORD START N 3487014.19 START E 4882976.29 END N 3487369.70 END E 4882975.68 LINE / CHORD DIRECTION N0° 05' 53"W GLACIER DRIVE NUMBER L36 C18 L37 START STATION 0+00 6+91.59 7+88.52 END STATION 6+91.59 7+88.52 21+40.02 LENGTH 691.59 96.93 1351.50 DELTA 27°46'07" RADIUS 200.00 CHORD 95.98 START N 3487015.96 3487339.24 3487362.44 START E 4880985.67 4881597.05 4881690.19 END N 3487339.24 3487362.44 3487364.80 END E 4881597.05 4881690.19 4883041.69 LINE / CHORD DIRECTION N62° 07' 53"E N76° 00' 57"E N89° 54' 00"E RAINER WAY NUMBER L38 START STATION 0+00 END STATION 7+60.95 LENGTH 760.95 DELTA RADIUS CHORD START N 3486632.10 START E 4882050.95 END N 3487393.06 END E 4882049.64 LINE / CHORD DIRECTION N0° 05' 53"W LOTS LOT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 AREA (SF) 11,576 10,916 10,926 10,911 10,698 10,861 10,452 10,452 10,468 10,985 11,000 11,000 13,796 9,051 8,625 8,635 10,350 10,350 12,572 13,387 13,135 9,900 9,479 9,898 9,900 9,929 9,927 9,927 9,927 9,927 AREA (AC) 0.266 0.251 0.251 0.250 0.246 0.249 0.240 0.240 0.240 0.252 0.253 0.253 0.317 0.208 0.198 0.198 0.238 0.238 0.289 0.307 0.302 0.227 0.218 0.227 0.227 0.228 0.228 0.228 0.228 0.228 LOTS LOT 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 AREA (SF) 10,611 12,009 13,490 11,495 13,299 13,500 13,310 9,218 9,218 9,218 9,218 9,218 9,218 9,218 9,346 9,343 11,865 10,510 11,531 9,859 9,350 9,350 9,224 9,224 9,224 9,224 9,224 9,224 9,224 13,318 AREA (AC) 0.244 0.276 0.310 0.264 0.305 0.310 0.306 0.212 0.212 0.212 0.212 0.212 0.212 0.212 0.215 0.214 0.272 0.241 0.265 0.226 0.215 0.215 0.212 0.212 0.212 0.212 0.212 0.212 0.212 0.306 LOTS LOT 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 AREA (SF) 10,157 10,157 10,157 10,157 10,156 11,000 11,000 10,845 10,843 10,843 12,802 8,710 8,424 12,100 10,350 10,350 11,500 12,162 10,197 10,490 10,490 10,036 9,040 8,432 8,432 8,867 11,438 12,439 9,227 9,226 AREA (AC) 0.233 0.233 0.233 0.233 0.233 0.253 0.253 0.249 0.249 0.249 0.294 0.200 0.193 0.278 0.238 0.238 0.264 0.279 0.234 0.241 0.241 0.230 0.208 0.194 0.194 0.204 0.263 0.286 0.212 0.212 LOTS LOT 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 AREA (SF) 9,380 8,852 8,280 8,280 8,280 8,280 9,519 10,160 8,740 8,740 8,740 10,206 10,206 10,206 10,206 10,206 10,206 10,206 10,206 9,108 7,413 7,446 7,446 7,446 7,446 7,446 7,447 6,590 7,500 7,500 AREA (AC) 0.215 0.203 0.190 0.190 0.190 0.190 0.219 0.233 0.201 0.201 0.201 0.234 0.234 0.234 0.234 0.234 0.234 0.234 0.234 0.209 0.170 0.171 0.171 0.171 0.171 0.171 0.171 0.151 0.172 0.172 LOTS LOT 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 AREA (SF) 8,410 9,086 10,665 9,371 9,371 9,371 9,371 10,659 15,359 12,220 8,350 8,399 8,399 8,399 10,680 9,120 7,500 7,500 7,500 7,500 7,447 7,446 7,446 7,446 7,446 7,446 7,438 9,083 10,621 8,675 AREA (AC) 0.193 0.209 0.245 0.215 0.215 0.215 0.215 0.245 0.353 0.281 0.192 0.193 0.193 0.193 0.245 0.209 0.172 0.172 0.172 0.172 0.171 0.171 0.171 0.171 0.171 0.171 0.171 0.209 0.244 0.199 LOTS LOT 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 AREA (SF) 8,685 8,078 14,797 10,397 7,247 7,750 9,889 9,895 9,895 9,892 9,898 9,895 9,895 9,895 9,895 9,895 9,895 9,895 9,895 9,892 13,769 12,178 12,416 10,014 8,276 8,561 7,963 40,978 AREA (AC) 0.199 0.185 0.340 0.239 0.166 0.178 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.227 0.316 0.280 0.285 0.230 0.190 0.197 0.183 0.941 OUTLOTS LOT OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G OUTLOT H OUTLOT I AREA (SF) 86,666 116,782 20,875 72,650 7,743 333,285 162,718 8,400 12,180 AREA (AC) 1.990 2.681 0.479 1.668 0.178 7.651 3.735 0.193 0.280 PP.02 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 2 . d w g 4/ 2 0 / 2 0 2 6 3 : 3 9 : 1 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR GENERAL NOTES AND TYPICAL SECTIONS GENERAL NOTES: 1.ALL PRIVATE UTILITIES WILL BE LOCATED WITHIN PUBLIC UTILITY EASEMENTS SHOWN OR LOCATED WITHIN UTILITY CORRIDORS PROVIDED FOR BY THE CITY'S 'USE OF CITY RIGHTS-OF-WAY BY RIGHT-OF-WAY USERS' ORDINANCE. 2.ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED TRAILERS, OR SIMILAR ITEMS ARE PROHIBITED ON PUBLIC STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. 3.SEE ZONING ORDINANCE SEC 29.1202 FS-RL FOR SETBACK REQUIREMENTS. 4.OUTLOT E WILL INCLUDE A DRIVEWAY FOR THE CELL TOWER TO THE NORTH. 5.LOTS 87,88,129,174,97,98,122,123,AND 110 SHALL HAVE ACCESS FROM SIDE STREETS, NOT TILDEN AVE. 11 ROW ℄ 55' ROW 26' B-B 8.5'8.5' 8" HMA 12" SUBGRADE PREP 2%2% 5'1' ROW 5'1' 4%1.5%4%1.5% ROAD TYPICAL SECTIONS CRESTMOOR AVE A ACADIA LANE A KENAI PLACE A RAINER WAY A DENALI LANE A TILDEN PARKWAY B GLACIER DRIVE A WELBECK DRIVE A ROW ROW ℄ 66' ROW 31' B-B 8'1'1'11' 9.5" HMA 12" SUBGRADE PREP 2%2%4%1.5%4%1.5% 5'14' PP.03 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 2 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 6 : 3 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR GENERAL NOTES AND TYPICAL SECTIONS A ROAD TYPICAL SECTION - A NOT TO SCALE B ROAD TYPICAL SECTION - B NOT TO SCALE 12 TILDEN PARKWAY KENAI PL AC A D I A L A N E WE L B E C K D R RA I N E R W A Y GLACIER DRIVE CR E S T M O O R A V E 14 OUTLOT C 19 242321 20 18 81 76 22 78 77 79 80 82 84 176 17 16 15 98 99 88 97 175 177 86 85 83 OUTLOT G 96 119 OUTLOT F OUTLOT B 71 72 73 74 686970 67 66 5 4 3 2 6 9 7 8 1 65 64 63 62 61 13 313029282726 3225 12 11 10 90 9594939291 89 101100 102 OUTLOT A 128 123124125126129 130 131 132 134 135 139 109108107106105104103 33 36 35 34 178 136 122 114 138 140 121 120 110 148 171 172 164 163170 162169 161168 160167 159166 158165 157 174 137 173 127 144141 117 142 116 143 115 146 112 145 113 147 111 133 118 151 150 149 OU T L O T E 156 155 153 152 154OUTLOT D OU T L O T H DENALI LN 75 87 OU T L O T I R. O . W . B R.O.W. 52 454647 49 48 50 51 60 44 53 37 54 38 55 39 56 40 57 41 58 42 59 43 PP.04 OVERALL LAYOUT SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 4 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 0 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR FEETSCALE 0 150 300 HORZ. R 13 ER B E N & MAR G A R E T HUN Z I K E R APA R T M E N T S LLC ROS E P R A I R I E L L C L=533.77' N 89°46'05" E 1287.22 N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 7 ° 3 1 ' 0 6 " W 5 0 . 4 1 N 89°46'05" E 1293.62 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EDGE OF NON-JURISDICTIONAL WETLAND 96 0 965 970 95 7 95 8 95 9 961 96 2 963 964 966967968969 97 1 955 95 5 95 5 960 951 952 953 954 956 956 956 957 957 95 7 958 959 961 962 963 964 946 95 5 956 957 958 959 EDGE OF NON-JURISDICTIONAL WETLAND PP.05 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 14 ROS E P R A I R I E L L C LER O Y D & S U E A S T U R G E S ALL I S O N J E N E S S T R U S T E E MAR G O T B E N E S S CLA Y T O N T G R E G G MAR G O T B E N E S S N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 89°46'05" E 1162.99 S 0 ° 1 3 ' 5 5 " E 5 0 . 0 0 N 89°46'05" E 99.76 S 0 ° 0 2 ' 4 7 " W 7 1 3 . 3 3 E E E E D H X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> E E E E E E E E 31' 66' R.O.W. HY D E A V E N U E 33' ROW EASEMENT EDGE OF NON-JURISDICTIONAL WETLAND 945 950 955 960 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 950 955 960 946 947 948 949 951 952 953 954 956 957 958 959 961 962 945 950 955 95 5 EXISTING 100' PP.06 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 15 SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A GRO S I C EBB Y S L U V A G A WA D E D F O R T U N E MI C H A E L CLIF F O R D AND E R S O N JON A T H A N D & AMY M PAR K E S REX A & RAC H E L L DEB R U I N ERIC K & L I N D S A Y I J O H N S E N WAY N E V M A A K NOR T H R I D G E HEIG H T S HOM E O W N E R ' S ASS O C I A T I O N ERIC & J A N E L L V A N G O R P JAS O N & J E S S I C A CRA W F O R D JON R & T R E S C I A L HEA C O C K S 89°52'03" W 671.90 N 2 7 ° 5 2 ' 0 7 " W 8 5 4 . 3 8 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> 25.9' 55' R.O.W . 55' R.O.W. CR E S T M O O R A V E N U E WE L B E C K D R I V E EDGE OF NON-JURISDICTIONAL WETLAND 960 959 961 962 963 964 BLOOMINGTON HEIGHTS WEST PLAT 3 NORTHRIDGE HEIGHTS SD 18TH ADD 95 5 960 965 970 956 957 958 959 961 962 963 964 966 967968 969 955 960 965 956 95 7 95 8 959961 962 963 96 4 966 PP.07 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS EDGE OF WETLAND 18" STORM R FEETSCALE 0 50 100 HORZ. 16 BLOOMINGTON HEIGHTS WEST & TOWNHOMES LC WAY N E V M A A K WAY N E A & I R E N E R S H I R E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D M O R T V E D T JOD I C O R N E L L CHIA - Y U S H E N JUN E M N A S B Y GLE N D O N W & S H I R L E Y A K U I P E R T R U S T E E S RAN D A L L D & D E B O R A H L M I L L E R INE Z L E O N E C A R L S O N BER N A R D & J E A N N E K O N E K FA Y E A K E L L E N T R U S T E E MAV I S A B U T L E R SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A GRO S I C EBB Y S L U V A G A MAR G O T B E N E S S CLA Y T O N T G R E G G GLE N D O R A M C L A R K S 89°54'07" W 1312.19 S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42 S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 N 89°25'36" W 502.35 C E E C E C E E CC D D CE M >> S CLVT CB R=964.04 I=15" RCP E 15" RCP W 6" PVC SW 957.89 957.91 I= I=961.69I=I=I= CB R=964.47 I=15" RCP W 15" RCP SE 957.28 957.26 I=I=I=I=I= D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> 55' R.O.W. 31' 66' R.O.W. WE L B E C K D R I V E HY D E A V E N U E HY D E A V E N U E EDGE OF NON-JURISDICTIONAL WETLAND 945 950 955 960 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 93 5 93 6 937 937 940 945 950 955 938 93 9 941 94 2 943 944 946 947 948 949 951 952 953 954 956 957 958 BLOOMINGTON HEIGHTS WEST PLAT 2 955 956 95 7 930 93 5 940 945 950 945 950 955 955 EXISTING DRAINAGE & CONSERVATION EASEMENT EXISTING STREAM EXISTING STORM SEWER EASEMENT EXISTING 100' INGRESS/EGRESS EASEMENT PP.08 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 2 0 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. PROTECT EXISTING TREES ALONG SOUTH PROPERTY LINE 17 WAY N E V M A A K WAY N E A & I R E N E R S H I R E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D M O R T V E D T MAR G O T B E N E S S CLA Y T O N T G R E G G CITY O F A M E S GLE N D O R A M C L A R K BLO O M I N G T O N TOW N H O M E S ASS O C I A T I O N INC AN I T A A K L O C K E DEB O R A H TRU S T E E LAN C A S T E R DAR R A S JOH N S O N REV TRU S T S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42 S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 L=100.63' L=45.65' S 0 ° 3 8 ' 3 8 " E 3 6 . 8 4 N 89°21'22" E 220.79 S 0 ° 0 6 ' 0 7 " W 3 0 5 . 3 8 N 89°25'36" W 502.35 C E E C E C E E E CC 15024 23 /CC C D D CE M 16212 23 /CC >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C S S > > > > > > > > 31' 66' R.O.W. HY D E A V E N U E HY D E A V E N U E 93 5 93 6 937 937 940 938 93 9 941 94 2 943 925 930 935 940 945 926927928929 931932933934 936937938939 941942943 944 94 6 920 925925925 930 93 5 940 945 950 910 91 5 920 925 930 935 940 945 945 950 955 95 5 EXISTING DRAINAGE & CONSERVATION EASEMENT EXISTING STREAM EXISTING STORM SEWER EASEMENT EXISTING 100' INGRESS/EGRESS EASEMENT PP.09 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 0 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 2 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR EXISTING CONDITIONS R FEETSCALE 0 50 100 HORZ. 18 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PARK AREA .75 ACRES LO T 8 8 12 , 4 3 9 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LO T 1 2 8 10 , 6 5 9 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T LO T 1 2 4 9, 3 7 1 S Q F T LO T 1 2 5 9, 3 7 1 S Q F T LO T 1 2 6 9, 3 7 1 S Q F T LO T 1 2 9 15 , 3 5 9 S Q F T LO T 1 3 0 12 , 2 2 0 S Q F T LO T 1 3 1 8, 3 5 0 S Q F T LO T 1 3 2 8, 3 9 9 S Q F T LO T 1 3 4 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 6 LO T 1 2 2 OUTLOT D 1.67 ACRES 72,650 SQ FT LO T 1 3 3 8, 3 9 9 S Q F T LO T 1 2 7 9, 3 7 1 S Q F T LOT 87 11,438 SQ FT MPE: 961.52 LOT 81 10,490 SQ FT LOT 76 10,350 SQ FT LOT 78 12,162 SQ FT MPE: 961.52 LOT 77 11,500 SQ FT LOT 79 10,197 SQ FT MPE: 961.52 LOT 80 10,490 SQ FT LOT 82 10,036 SQ FT LOT 84 8,432 SQ FT LOT 176 8,561 SQ FT LOT 175 8,276 SQ FT LOT 177 7,963 SQ FT LOT 86 8,867 SQ FT MPE: 961.52 LOT 85 8,432 SQ FT LOT 83 9,040 SQ FTLOT 1 11,576 SQ FT LOT 5 10,698 SQ FT LOT 4 10,911 SQ FT LOT 3 10,926 SQ FT LOT 2 10,916 SQ FT LOT 6 10,861 SQ FT LOT 7 10,452 SQ FT LO T 1 7 1 13 , 7 6 9 S Q F T LO T 1 7 2 12 , 1 7 8 S Q F T LO T 1 7 0 9, 8 9 2 S Q F T LO T 1 6 9 9, 8 9 5 S Q F T LO T 1 6 8 9, 8 9 5 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LOT 174 10,014 SQ FT LO T 1 7 3 12 , 4 1 6 S Q F T 84' 11 5 ' 81 ' 72' 11 5 ' 72' 11 5 ' 11 5 ' 72' 11 5 ' 72' 11 5 ' 47' 11 5 ' 35' 91' 11 5 ' 94' 11 5 ' 48' 46' 116 ' 131' 78' 115' 10 0 ' 115' 10 0 ' 90 ' 115' 90 ' 110' 110' 95 ' 95 ' 15' 110' 8' 87 ' 87 ' 110' 95' 110' 99' 111' 95' 102' 111' 95' 102' 111' 95' 102' 115' 111' 95' 100' 117' 100' 128' 115' 97' 115' 77' 52' 44' 115' 87'77' 95' 98' 116' 90' 67' 115' 116' 70' 115' 70' 115' 115'83' 89' 81 ' 95 ' 95 ' 534' 56' 531' 76' 3' 77' 29' 57' 26' 42' 22' 57' 46' 11 6 ' 32'25' 42' 81' 150' 33' 12 0 ' 24'46' 37'70' 12 0 ' 16'54' 70' 12 0 ' 8'62' 70' 12 0 ' 70' 89' 12 0 ' 89' 83' 12 0 ' 11 0 ' 78' 12 0 ' 78' 12 0 ' 78' 12 0 ' 78' 12 0 ' 85' 12 1 ' 25' 129' 169' 110' 85' 111' 60' 74' 110' 82' 43' 39' 8' 28' 110'40' 90' 97' 76' 89' 99' 12 5 ' 88' 99' 8' 12 6 ' 110' 10' 131' 12 6 ' 48' 110' 31'48' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 12 5 ' 79' 79'79' 12 5 ' 79'79' 79' 12 0 ' 10 5 ' LOT 75 10,350 SQ FT 50 ' 24' 1' 54 ' 58' 66' 66' 72'35'72'72'72'72'72' 49 ' OUTLOT B 2.68 ACRES 116,782 SQ FT 5' P . U . E . (T Y P ) 10 ' P . U . E . (T Y P ) 12' 5' P.U.E. (TYP) 10' P.U . E . (TYP) 10 ' P . U . E (T Y P ) 960 961 962 965 96 2 96 3 96 4 966 967 968 96 9 960960 96 5 96 0 956 956 956956956 957 957 957 958 95895 8 95 9 96 1 96 2 955 954 956 957 95 6 95 7 957 95 7 95 8 959 95595 5 955 956 957 958 959 950 950 955 96 0 965 963 964 95 5 95 4 956 959 955 960 965 970 954 956 957 958 959 961 962 963 964 966 967 968 969 971 965 970 96 3 964 966 967 968 969 95 5 95 4 95 6 95 6956 96 0 95 6 95 7 958 95 9 96 1 96 2 96 3 960 961 962 957958 960 958 959 GLACIER DR CR E S T M O O R A V E TILDEN PARKWAY RA I N E R W A Y l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> 24" R C P 24" RCP 30" R C P 30" RCP 36" RCP 3 6 " R C P 42" RC P 42" RCP 42 " R C P 42" RCP 24 " R C P 24" RCP 15" RCP 15" R C P 2 4 " R C P 24" RCP 24" R C P 24" RCP 15" RCP 1 5 " R C P 18" RCP 1 8 " R C P 24" R C P 24" RCP 48" RCP 48" RCP 3 0 " R C P 30" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 2 4 " R C P 24" RCP 18" RCP 18" RCP 18" RCP 1 8 " R C P 30" RC P 30" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 48" RCP 48" RCP 48" RCP 48" RCP 10' P.U.E. EMERGENCY 100YR ELEV: 958.52 PP.10 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 3 3 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT NOTE: ·ALL STORM SEWER 15" UNLESS OTHERWISE NOTES ·EO = EMERGENCY OVERFLOW UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 10' P.U.E. 10 ' P. U . E . 19 E C E E E C D H X X X X X X X X XXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E CC C X X X X X X X X XXX l l l l l l l l l l l l >> E E E E E E E E LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 1 1 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 3 6 9, 1 2 0 S Q F T LO T 1 2 2 9, 0 8 6 S Q F T LO T 1 1 4 7, 4 4 6 S Q F T LO T 1 3 8 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 4 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 2 1 8, 4 1 0 S Q F T LO T 1 2 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 1 8 6, 5 9 0 S Q F T MP E : 9 5 4 . 7 1 LOT 151 8,685 SQ FT LOT 150 8,675 SQ FT LOT 149 10,621 SQ FT LO T 1 5 6 7, 7 5 0 S Q F T LO T 1 5 5 7, 2 4 7 S Q F T LO T 1 3 7 7, 5 0 0 S Q F T LOT 153 14,797 SQ FT LO T 1 1 0 9, 1 0 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 8 9, 0 8 3 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 4 7, 4 4 6 S Q F T LO T 1 4 1 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 7 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 2 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 6 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 3 7, 4 4 6 S Q F T LO T 1 1 5 7, 4 4 6 S Q F T LO T 1 4 6 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 2 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 5 7, 4 4 6 S Q F T LO T 1 1 3 7, 4 4 6 S Q F T LO T 1 4 7 7, 4 3 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 1 7, 4 1 3 S Q F T MP E : 9 5 8 . 8 3 12 0 ' LOT 152 8,078 SQ FT LOT 154 10,397 SQ FT LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LO T 1 6 4 9, 8 9 5 S Q F T LO T 1 6 3 9, 8 9 5 S Q F T LO T 1 6 2 9, 8 9 5 S Q F T LO T 1 6 1 9, 8 9 8 S Q F T LO T 1 6 0 9, 8 9 2 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 5 9 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 5 8 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LO T 1 5 7 9, 8 8 9 S Q F T 84' 11 5 ' 81 ' 72'89' 81 ' 73' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 11 5 ' 11 5 ' 95 ' 27' 95 ' 66 ' 11 5 ' 89' 89'89' 11 5 ' 26'63' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 12 0 ' 89' 12 0 ' 89' 83' 12 0 ' 11 0 ' 19 ' 40 1 ' 30 ' 13 5 ' 62 ' 62 ' 140' 62 ' 62 ' 140' 76 ' 76 ' 140' 12 5 ' 79' 79'79' 12 5 ' 79'79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 79' 79' 12 5 ' 62' 62' 12 5 ' 62' 62' 12 5 ' 32' 62' 98 ' 42' 146' 136 ' 65' 54' 46' 13 5 ' 108' 63' 66 ' 140'15 ' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 12 0 ' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 62' 62' 12 0 ' 76' 12 0 ' 76' 12 0 ' 76' 76' 12 0 ' 76' 12 0 ' 63' 62' 12 0 ' 63' 12 0 ' 55' 12 0 ' 63' 12 0 ' 55' 12 0 ' 63' 12 0 ' 55' 12 0 ' 12 0 ' 68' 10 5 ' 12 0 ' 70' 12 0 ' 63' 12 0 ' 12 0 ' 63' 12 0 ' 12 0 ' 55' 12 0 ' R.O.W. B 1.84 ACRES 80,293 SQ FT R.O.W.A 12.87 ACRES 560,761 SQ FT 72'72' 29' 29' O U T L O T E 0. 1 8 A C R E S O U T L O T H 0. 1 9 A C R E S O U T L O T I 0. 2 8 A C R E S 178.4' P.U . E . (TYP) 5' P . U . E . (T Y P ) 8'12 ' 26 ' 8' 10 ' P. U . E . 10 ' P. U . E . 14 '18 ' 8' 955 954 956 957 95 6 95 7 957 960 960 965 965 955 960 954 956957958959 961962 95 0 940 945 950 955 960 945945 950 955 955 955 955 94 5 95 0 960 96 0 96 0 96 0 96596595 7 95 8 959 961 96 1 96 1 96 1 96 2 962 963 963964964 957 958 959 956 957 958 959 956957958 956 957 958 959 956957958 957958 942943944 TILDEN PARKWAY GLACIER DR AC A D I A L A N E RA I N E R W A Y l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > > > > > > >>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>> >>>>>>>>>>>>>>> >>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >>>> >>>>>>>>>> >> >> l 48" RCP 48" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 24" RCP 2 4 " R C P 1 8 " R C P 18" RCP 3 0 " R C P 30" RCP 24" RCP 24" RCP 2 4 " R C P 24" RCP 18" RCP 18" RCP 18" RCP 18" RCP 2 4 " R C P 24" RCP 24" RCP 24" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 18" RCP 18" RCP 48" RCP 48" RCP 48" RCP 48" RCP 36" RCP 36" RCP EMERGENCY 100YR ELEV: 952.01100YR ELEV: 951.73 100YR ELEV: 955.83 PP.11 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 3 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 20 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> PARK AREA .75 ACRES LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LOT 14 9,051 SQ FT LOT 17 10,350 SQ FT LOT 16 8,635 SQ FT LOT 15 8,625 SQ FT LOT 19 12,572 SQ FT LOT 24 9,898 SQ FT MPE: 961.54 LOT 23 9,479 SQ FT MPE: 961.54 LOT 21 13,135 SQ FT LOT 20 13,387 SQ FT LOT 18 10,350 SQ FT LOT 76 10,350 SQ FT LOT 22 9,900 SQ FT MPE: 961.54 LOT 77 11,500 SQ FT LOT 71 12,802 SQ FT LO T 7 2 8, 7 1 0 S Q F T LO T 7 3 8, 4 2 4 S Q F T LOT 74 12,100 SQ FT LOT 68 10,845 SQ FT MPE: 956.71 LOT 69 10,843 SQ FT MPE: 956.71 LOT 70 10,843 SQ FT LOT 67 11,000 SQ FT MPE: 956.71 LOT 13 13,796 SQ FT LOT 25 9,900 SQ FT MPE: 951.11 LOT 12 11,000 SQ FT LOT 11 11,000 SQ FT LOT 10 10,985 SQ FT LOT 6 10,861 SQ FT LOT 9 10,468 SQ FT LOT 7 10,452 SQ FT LOT 8 10,452 SQ FT 84' 11 5 ' 81 ' 72' 11 5 ' 72' 11 5 ' 11 5 ' 72' 11 5 ' 72' 11 5 ' 47' 11 5 ' 35' 91' 11 5 ' 94' 11 5 ' 48' 46' 10 0 ' 115' 10 0 ' 90 ' 115' 90 ' 90 ' 115' 110' 11 0 ' 110' 11 0 ' 76' 11 0 ' 77' 84' 11 1 ' 14' 60' 48' 90' 11 0 ' 19'72' 99' 11 0 ' 99' 99' 11 0 ' 99' 99' 11 0 ' 99' 100' 11 0 ' 100' 11 0 ' 11 0 ' 90' 110' 11 0 ' 7'102' 50 ' 11 0 ' 100' 11 0 ' 81'9' 11 0 ' 90' 11 0 ' 86' 86' 11 4 ' 36'47' 96'131' 16 2 ' 73'34 ' 116' 70' 10 9 ' 75 ' 115' 88 ' 13' 41 ' 115' 90 ' 90 ' 115' 115' 90 ' 75 ' 115' 75 ' 115' 48 ' 130' 96 ' 110' 15 4 ' 124' 10 0 ' 110' 10 0 ' 10 0 ' 110' 10 0 ' 10 0 ' 110' 10 0 ' 110' 95 ' 110' 95 ' 110' 95 ' 95 ' 110' 95 ' 95 ' 15' 110' 8' 87 ' 87 ' 81 ' 95 ' 40 ' 95 ' 12 6 ' 40 ' 45 '40 ' 45 ' 90' 67 ' 137' 11 0 ' 72' 3'10' 50 ' 85' 11 0 ' 85' 85' 11 0 ' 85' 11 0 ' 11 0 ' 84' 24'60' 11 0 ' 84' 11 0 ' 85' 11 0 ' 85' 11 0 ' 72'33' LOT 75 10,350 SQ FT 179' 85 4 ' 431'81' 72'35'72'72'72'72'72' 49 ' OUTLOT C 0.48 ACRES 20,875 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT OUTLOT A 1.99 ACRES 86,666 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 4 5 9, 3 4 6 S Q F T LO T 4 6 9, 3 4 3 S Q F T LO T 4 7 11 , 8 6 5 S Q F T LO T 4 9 11 , 5 3 1 S Q F T LO T 4 8 10 , 5 1 0 S Q F T LO T 5 0 9, 8 5 9 S Q F T LO T 5 1 9, 3 5 0 S Q F T 20 ' 5' P.U . E . (TYP) 10' P. U . E . (TYP) 10 ' EL E C T R I C A L EA S E M E N T 30' ELECT R I C A L EASEM E N T 10 ' P. U . E . 960 96 5 961 962 963 96 3 96 3 96 4 96 4 96 6 96 6 96 7 967 962963 95595 5 955 956 957 958 959 950 950 955 96 0 965 96 5965 965 970 96 4 96 6 96 7 96 896 9 955 960 965 970 971 972 960 96 5 956957 95 8 95 996196 2 96 3 96 4 96696 7 96 8 955 960 965 970 960 96 5 959 961962963964 96 6 96 7 96 8 96 9 960965 970 959961962963964966 967 968 969 960 965 961962963964 966 967 968 KENAI PL WE L B E C K D R RA I N E R W A Y CR E S T M O O R A V E DENALI LANE l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l llllll l > > > > > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > > > > > > > >>>>>>>> >>>>>> > > > >> >>>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> 24" R C P 24" RCP 42" RC P 42" RCP 42 " R C P 42" RCP 1 8 " R C P 18" RCP 24" RCP 2 4 " R C P 18" RCP 18" R C P 24 " R C P 24" RCP 2 4 " R C P 24" RCP 24" R C P 24" RCP 24" RCP 24" RCP 24" R C P 24" RCP 48" RCP 48" RCP 18" RCP 1 8 " R C P 30" RCP 30" RCP 3 6 " R C P 36" RCP 24" RCP 24" RCP 48" RCP 48" RCP 48" RCP 48" RCP 30" RCP 30" R C P 24" RCP 24" RCP EMERGENCY OVERFLOW : 955.71 96 0965 95 7 95 8 95 9 96 1 96 2963964 96 6 967 18" RCP 18" RCP PP.12 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 4 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 21 C E E C E C E E CC D D CE M >> S CLVT D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LOT 24 9,898 SQ FT MPE: 961.54 LOT 67 11,000 SQ FT MPE: 956.71 LO T 6 6 11 , 0 0 0 S Q F T LOT 65 10,156 SQ FT LOT 64 10,157 SQ FT LOT 63 10,157 SQ FT LOT 62 10,157 SQ FT LOT 61 10,157 SQ FT LOT 31 10,611 SQ FT MPE: 951.11 LOT 30 9,927 SQ FT MPE: 951.11 LOT 29 9,927 SQ FT MPE: 951.11 LOT 28 9,927 SQ FT MPE: 951.11 LOT 27 9,927 SQ FT MPE: 951.11 LOT 26 9,929 SQ FT MPE: 951.11 LOT 32 12,009 SQ FT MPE: 943.35 LOT 25 9,900 SQ FT MPE: 951.11 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 84' 11 5 ' 81 ' 72' 11 0 ' 100' 11 0 ' 100' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 11 0 ' 110 ' 11 0 ' 70' 11 0 ' 76'14' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 90' 11 0 ' 81'9' 11 0 ' 90' 89' 81 ' 73' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 76' 76' 11 5 ' 11 5 ' 11 5 ' 95 ' 27' 80 0 ' 40 ' 95 ' 40 ' 55 3 ' 61' 48 5 ' 103' 107' 94' 14 4 ' 35 ' 113' 117' 1 11 5 ' 89' 89'89' 11 5 ' 26'63' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 90'90'90'90'90'90'76'27' 148' 11 1 ' 111 ' 20' 20' 110'6' 158' 76' 6' 69 ' 25' 110' 110 ' 157' 84' 83' 11 0 ' 160' 2' 46' 69 ' 100' 100' 92' 92' 92' 92' 92' 92' 92' 92' 92' 92' 11 0 ' 85' 11 0 ' 85' 11 0 ' 11 0 ' 84' 24'60'84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 84' 11 0 ' 84' 59' 114' 37 ' 131' 11 0 ' 38 ' 114' 59' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 84' 11 0 ' 85' 11 0 ' R.O.W. B 1.84 ACRES 80,293 SQ FT 1115'81' 72'72' 32'8' OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 6 0 13 , 3 1 8 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T LO T 3 7 13 , 3 1 0 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 5 4 9, 2 2 4 S Q F T LO T 3 8 9, 2 1 8 S Q F T LO T 4 5 9, 3 4 6 S Q F T LO T 5 5 9, 2 2 4 S Q F T LO T 3 9 9, 2 1 8 S Q F T LO T 5 6 9, 2 2 4 S Q F T LO T 4 0 9, 2 1 8 S Q F T LO T 5 7 9, 2 2 4 S Q F T LO T 4 1 9, 2 1 8 S Q F T LO T 5 8 9, 2 2 4 S Q F T LO T 4 2 9, 2 1 8 S Q F T LO T 5 9 9, 2 2 4 S Q F T LO T 4 3 9, 2 1 8 S Q F T 178.4' P.U . E . (TYP) 5' P . U . E . (T Y P ) 10 ' P . U . E . (T Y P ) 5' P . U . E . (T Y P ) 5' P.U.E. (TYP) 10' P.U.E. (TYP) 10 ' EL E C T R I C A L EA S E M E N T 22 ' 10 ' P. U . E . 10 ' P. U . E . 945 950 955 960 940 94595095 5960 93693793893994194294394494694 7 94894894 8949951952953954956957958959961962963 940 945 950 955 960 945945 950 955 955 956957 95 8 93 0 93 5 94 0 94 5 95 0 93 0 93 5 94 0 94 5 95 0 935 940 945 925 930 930 935 935 93 5 94 0 94 5 95 0 940 940 945 950 955 925 930 93 5 940 945 95 0 936 937 938 939 941 94 2 943 944 946947 948 949951 952953 94 0 94 5 950 955 96 0 960959 961 96 1 962 96 2 963 96 396 4 96 4 945950955 943 94494694 7 94 8 94995195295 3954956957958959 95 5 95 4 930 935 956 957 958 959 956957958 959 960 959 960 950955960 947948949951952953954956957958959961 950955960 948949951952953954956957958959961 942943944 KENAI PL WE L B E C K D R RA I N E R W A Y HY D E A V E DENALI LANE l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllllllllll l l l l l l l l l ll l l l l ll l > > > > > > > > > >>>> > > > > > > > >>>>>>>>>>>>>>>> >>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>> >>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >>>> 1 8 " R C P 18" RCP 24" RCP 24" RCP 24" RCP 24" RCP 24 " R C P 24" RCP 24" RCP 24" RCP 24" RCP 2 4 " R C P 48" RCP 48" RCP 30" RCP 30" RCP 3 6 " R C P 36" RCP 18" RCP 1 8 " R C P 24" RCP 24" RCP 48" RCP 48" RCP 48" RCP 48" RCP 42" RCP 42" RCP 42 " R C P 42" RCP 15" RCP 15" RCP 30" RCP 30" R C P 24" RCP 24" RCP 36 " R C P 36" RCP 15" RCP 15" RCP 18" RCP 18 " R C P 24" RC P 24" RCP 3 6 " R C P 36" RCP 36" RCP 36" RCP EMERGENCY OVERFLOW : 955.71 100YR ELEV: 944.82 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 18" RCP 18" RCP PP.13 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 5 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 22 C E E C E C E E E CC 15024 23 /CC C D D CE M M M 16212 23 /CC >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX l l l l l l l l l E X X X X X X X X X X X C C C S S > > > > > > > > LOT 178 40,978 SQ FT LOT 32 12,009 SQ FT MPE: 943.35 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 110 '70' 11 5 ' 27' 80 0 ' 55 3 ' 61' 48 5 ' 103' 107' 94' 18' 14 4 ' 254' 19 8 ' 502' 35 ' 113' 117' 101' 46' 37 ' 221' 10 8 ' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 11 5 ' 89' 89' 89' 148' 111 ' 20' 110'6' 158' 76' 6' 69 ' 25' 110' 110 ' 157' 84' 3' 160' 2' 46' 69 ' 4' 37 ' 38 ' 4' R.O.W. B 1.84 ACRES 80,293 SQ FT OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT 5' P.U.E. (TYP) 10' P.U.E. (TYP) 940 945 93693793893994194294394494694 7 940 945 950 93 0 93 5 94 0 94 5 95 0 93 0 93 5 94 0 94 5 95 0 925 930 930 935 935 925 930 935 940 945 950 HY D E A V E l l l l l l l > > > > > > >> > > > >>>>>>>>>> >> >> >> >> >> >> >> >> > > > > > > > > > > > > >>>>>>>>>>>> > > > > > > > > > > > > > 24 " R C P 24" RCP 24" RCP 42" RCP 42" RCP 42 " R C P 42" RCP 15" RCP 15" RCP 36 " R C P 36" RCP 15" RCP 15" RCP 18" RCP 18 " R C P 6" SANITARY SEWER SERVICE POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 PP.14 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 7 : 5 6 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR PROPOSED IMPROVEMENTS EASEMENT LEGEND PUBLIC UTILITY EASEMENT (P.U.E.) STORM WATER FLOWAGE EASEMENT (S.W.F.E.) SANITARY SEWER EASEMENT ELECTRICAL EASEMENT NOTE: ·ALL STORM SEWER 15" UNLESS OTHERWISE NOTES UTILITY LEGEND STORM SEWER 8" SANITARY SEWER 8" WATERMAIN R FEETSCALE 0 50 100 HORZ. 23 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LO T 8 8 12 , 4 3 9 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LO T 1 2 8 10 , 6 5 9 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T LO T 1 2 4 9, 3 7 1 S Q F T LO T 1 2 5 9, 3 7 1 S Q F T LO T 1 2 6 9, 3 7 1 S Q F T LO T 1 2 9 15 , 3 5 9 S Q F T LO T 1 3 0 12 , 2 2 0 S Q F T LO T 1 3 1 8, 3 5 0 S Q F T LO T 1 3 2 8, 3 9 9 S Q F T LO T 1 3 4 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 6 LO T 1 2 2 OUTLOT D 1.67 ACRES 72,650 SQ FT LO T 1 3 3 8, 3 9 9 S Q F T LO T 1 2 7 9, 3 7 1 S Q F T LOT 87 11,438 SQ FT MPE: 961.52 LOT 81 10,490 SQ FT LOT 76 10,350 SQ FT LOT 78 12,162 SQ FT MPE: 961.52 LOT 77 11,500 SQ FT LOT 79 10,197 SQ FT MPE: 961.52 LOT 80 10,490 SQ FT LOT 82 10,036 SQ FT LOT 84 8,432 SQ FT LOT 176 8,561 SQ FT LOT 175 8,276 SQ FT LOT 177 7,963 SQ FT LOT 86 8,867 SQ FT MPE: 961.52 LOT 85 8,432 SQ FT LOT 83 9,040 SQ FTLOT 1 11,576 SQ FT LOT 5 10,698 SQ FT LOT 4 10,911 SQ FT LOT 3 10,926 SQ FT LOT 2 10,916 SQ FT LOT 6 10,861 SQ FT LOT 7 10,452 SQ FT LO T 1 7 1 13 , 7 6 9 S Q F T LO T 1 7 2 12 , 1 7 8 S Q F T LO T 1 7 0 9, 8 9 2 S Q F T LO T 1 6 9 9, 8 9 5 S Q F T LO T 1 6 8 9, 8 9 5 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LOT 174 10,014 SQ FT LO T 1 7 3 12 , 4 1 6 S Q F T LOT 75 10,350 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT ACADIA LANE CR E S T M O O R A V E TILDEN PARKWAY PP.15 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 1 5 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. STREET TREE NOTES: 1.TREES SHALL BE PLANTED WITHIN THE RIGHT-OF-WAY WITHIN THE SUBDIVISION. TREES SHALL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 23.402 OF SUBDIVISION ORDINANCE. 2.TREES SHALL BE OF NATIVE SPECIES AS INDICATED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES AND APPROVED BY THE CITY. 3.THE SPACING SHALL BE ADJUSTED AS A RESULT OF DRIVE OPENINGS, UNDERGROUND UTILITIES, STREET LIGHTS, AND OTHER POTENTIAL OBSTRUCTIONS. 4.A MINIMUM OF NINE (9) SQUARE FEET OF AREA SHALL BE MAINTAINED FOR EACH TREE AND NO IMPERVIOUS MATERIAL SHALL BE INSTALLED CLOSER THAN THIRTY (30) INCHES TO THE TRUCK OF THE TREE. 5.TREES SHALL NOT BE LOCATED CLOSER THAN TWO AND ONE-HALF (2-1/2) FEET TO THE BACK OF CURB OR THE SIDEWALK LINE. WHERE THE DISTANCE BETWEEN THE BACK OF THE CURB AND THE SIDEWALK IS GREATER THAN EIGHT (8) FEET, TREES SHALL BE PLANTED WITHIN FOUR (4) FEET OF THE SIDEWALK LINE. 6.TREES SHALL NOT BE PLANTED CLOSER THAN THIRTY (30) FEET FROM THE CORNER AT INTERSECTIONS AND SHALL NOT BE CLOSER THAN TWENTY (20) FEET TO THE INTERSECTION OF THE FRONT AND SIDE LOT LINE ON A CORNER LOT. 7.TRESS SHALL NOT BE PLANTED CLOSER THAN TEN (10) FEET TO RESIDENTIAL DRIVEWAYS. 8.TREES SHALL NOT BE LOCATED CLOSER TO A STREET LIGHT POLE THAN THE DISTANCE OF THE SPREAD OF THE TREE AT MATURITY. THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE TREE TO THE CENTER OF THE POLE. LOW-GROW GRASS MIXTURE SHALL BE THE FOLLOWING ·SUBDIVISION MIXTURE BY UNITED SEED, OR ·APPROVED EQUAL SEED RATE: 32 LBS/ACRE SEEDING DEPTH: 1/4" 15% SIDEOATS GRAMA 10% BLUE GRAMA 20% HARD FINE FESCUE 20% SHEEP FINE FESCUE 25% BLUE FINE FESCUE 15% LITTLE BLUESTEM 15% COVER CROP TYPE I MIXTURE SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR GRASS MIXTURE AND SEEDING RATE NATIVE GRASS AND FORBS SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR NATIVE GRASS AND FORBS MIXTURE AND SEEDING RATE TYPE IV SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR GRASS MIXTURE AND SEEDING RATE WETLAND MIXTURE SHALL BE THE FOLLOWING ·REFER TO SUDAS FOR WETLAND MIXTURE AND SEEDING RATE LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 24 E C E E E C D H X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> D S E CC C X X X X X X X X XXX X X X X X X X X X X X X X XXXXXXXXXXXXXXX l l l l l l l l l l l l >> E E E E E E E E LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 1 1 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LO T 1 2 3 10 , 6 6 5 S Q F T 8, 3 9 9 S Q F T LO T 1 3 5 10 , 6 8 0 S Q F T LO T 1 3 9 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 3 6 9, 1 2 0 S Q F T LO T 1 2 2 9, 0 8 6 S Q F T LO T 1 1 4 7, 4 4 6 S Q F T LO T 1 3 8 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 4 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 2 1 8, 4 1 0 S Q F T LO T 1 2 0 7, 5 0 0 S Q F T MP E : 9 5 4 . 7 1 LO T 1 1 8 6, 5 9 0 S Q F T MP E : 9 5 4 . 7 1 LOT 151 8,685 SQ FT LOT 150 8,675 SQ FT LOT 149 10,621 SQ FT LO T 1 5 6 7, 7 5 0 S Q F T LO T 1 5 5 7, 2 4 7 S Q F T LO T 1 3 7 7, 5 0 0 S Q F T LOT 153 14,797 SQ FT LO T 1 1 0 9, 1 0 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 8 9, 0 8 3 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 4 7, 4 4 6 S Q F T LO T 1 4 1 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 7 7, 4 4 7 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 2 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 1 6 7, 4 4 6 S Q F T MP E : 9 5 5 . 5 1 LO T 1 4 3 7, 4 4 6 S Q F T LO T 1 1 5 7, 4 4 6 S Q F T LO T 1 4 6 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 2 7, 4 4 6 S Q F T MP E : 9 5 8 . 8 3 LO T 1 4 5 7, 4 4 6 S Q F T LO T 1 1 3 7, 4 4 6 S Q F T LO T 1 4 7 7, 4 3 8 S Q F T MP E : 9 5 8 . 8 3 LO T 1 1 1 7, 4 1 3 S Q F T MP E : 9 5 8 . 8 3 LOT 152 8,078 SQ FT LOT 154 10,397 SQ FT LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LO T 1 6 4 9, 8 9 5 S Q F T LO T 1 6 3 9, 8 9 5 S Q F T LO T 1 6 2 9, 8 9 5 S Q F T LO T 1 6 1 9, 8 9 8 S Q F T LO T 1 6 0 9, 8 9 2 S Q F T LO T 1 6 7 9, 8 9 5 S Q F T LO T 1 5 9 9, 8 9 5 S Q F T LO T 1 6 6 9, 8 9 5 S Q F T LO T 1 5 8 9, 8 9 5 S Q F T LO T 1 6 5 9, 8 9 5 S Q F T LO T 1 5 7 9, 8 8 9 S Q F T O U T L O T E 0. 1 8 A C R E S O U T L O T H 0. 1 9 A C R E S O U T L O T I 0. 2 8 A C R E S TILDEN PARKWAY GL A C I E R D R ACADIA LANE PP.16 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 1 8 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 25 S D D CLVT D D CLVT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> >> >> l l>>>>>>>>>> l l >> >>>>>> S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX >> >> >> >> >> LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 0 9, 2 2 6 S Q F T LO T 9 5 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 9 4 8, 2 8 0 S Q F T LO T 9 3 8, 2 8 0 S Q F T LO T 9 2 8, 8 5 2 S Q F T LO T 9 1 9, 3 8 0 S Q F T LO T 8 9 9, 2 2 7 S Q F T LOT 14 9,051 SQ FT LOT 17 10,350 SQ FT LOT 16 8,635 SQ FT LOT 15 8,625 SQ FT LOT 19 12,572 SQ FT LOT 24 9,898 SQ FT MPE: 961.54 LOT 23 9,479 SQ FT MPE: 961.54 LOT 21 13,135 SQ FT LOT 20 13,387 SQ FT LOT 18 10,350 SQ FT LOT 76 10,350 SQ FT LOT 22 9,900 SQ FT MPE: 961.54 LOT 77 11,500 SQ FT LOT 71 12,802 SQ FT LO T 7 2 8, 7 1 0 S Q F T LO T 7 3 8, 4 2 4 S Q F T LOT 74 12,100 SQ FT LOT 68 10,845 SQ FT MPE: 956.71 LOT 69 10,843 SQ FT MPE: 956.71 LOT 70 10,843 SQ FT LOT 67 11,000 SQ FT MPE: 956.71 LOT 13 13,796 SQ FT LOT 25 9,900 SQ FT MPE: 951.11 LOT 12 11,000 SQ FT LOT 11 11,000 SQ FT LOT 10 10,985 SQ FT LOT 6 10,861 SQ FT LOT 9 10,468 SQ FT LOT 7 10,452 SQ FT LOT 8 10,452 SQ FT LOT 75 10,350 SQ FT OUTLOT C 0.48 ACRES 20,875 SQ FT OUTLOT B 2.68 ACRES 116,782 SQ FT OUTLOT A 1.99 ACRES 86,666 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 4 5 9, 3 4 6 S Q F T LO T 4 6 9, 3 4 3 S Q F T LO T 4 7 11 , 8 6 5 S Q F T LO T 4 9 11 , 5 3 1 S Q F T LO T 4 8 10 , 5 1 0 S Q F T LO T 5 0 9, 8 5 9 S Q F T LO T 5 1 9, 3 5 0 S Q F T KENAI PL WE L B E C K D R WE L B E C K L N CR E S T M O O R A V E DENALI LN PP.17 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 26 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 C E E C E C E E CC D D CE M >> S CLVT D X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >>>> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D l l >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> X XXXXX X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX EE C C C E E E G G G G G l l l l l l l l X X X X X X X X E E E X X X X X X X X X X X X X X X X X X X X X l l l l l l l l l E C C C >> LO T 9 8 10 , 1 6 0 S Q F T LO T 9 9 8, 7 4 0 S Q F T LO T 9 7 9, 5 1 9 S Q F T MP E : 9 5 6 . 7 1 LO T 9 6 8, 2 8 0 S Q F T MP E : 9 5 6 . 7 1 LO T 1 0 1 8, 7 4 0 S Q F T LO T 1 0 0 8, 7 4 0 S Q F T LO T 1 0 2 10 , 2 0 6 S Q F T LO T 1 0 4 10 , 2 0 6 S Q F T LO T 1 0 3 10 , 2 0 6 S Q F T LOT 24 9,898 SQ FT MPE: 961.54 LOT 67 11,000 SQ FT MPE: 956.71 LO T 6 6 11 , 0 0 0 S Q F T LOT 65 10,156 SQ FT LOT 64 10,157 SQ FT LOT 63 10,157 SQ FT LOT 62 10,157 SQ FT LOT 61 10,157 SQ FT LOT 31 10,611 SQ FT MPE: 951.11 LOT 30 9,927 SQ FT MPE: 951.11 LOT 29 9,927 SQ FT MPE: 951.11 LOT 28 9,927 SQ FT MPE: 951.11 LOT 27 9,927 SQ FT MPE: 951.11 LOT 26 9,929 SQ FT MPE: 951.11 LOT 32 12,009 SQ FT MPE: 943.35 LOT 25 9,900 SQ FT MPE: 951.11 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT LO T 5 2 9, 3 5 0 S Q F T LO T 6 0 13 , 3 1 8 S Q F T LO T 4 4 9, 2 1 8 S Q F T LO T 5 3 9, 2 2 4 S Q F T LO T 3 7 13 , 3 1 0 S Q F T O U T L O T J 0. 0 4 A C R E S LO T 5 4 9, 2 2 4 S Q F T LO T 3 8 9, 2 1 8 S Q F T LO T 4 5 9, 3 4 6 S Q F T LO T 5 5 9, 2 2 4 S Q F T LO T 3 9 9, 2 1 8 S Q F T LO T 5 6 9, 2 2 4 S Q F T LO T 4 0 9, 2 1 8 S Q F T LO T 5 7 9, 2 2 4 S Q F T LO T 4 1 9, 2 1 8 S Q F T LO T 5 8 9, 2 2 4 S Q F T LO T 4 2 9, 2 1 8 S Q F T LO T 5 9 9, 2 2 4 S Q F T LO T 4 3 9, 2 1 8 S Q F T KENAI PL WE L B E C K D R WE L B E C K L N HY D E A V E DENALI LN PP.18 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 27 POND B NWL = 929.00 100 YEAR = 935.21 POND A NWL = 934.00 100 YEAR = 939.28 C E E C E C E E E CC 15024 23 /CC C D D CE M M M 16212 23 /CC >> EE C C C E E E G G G G G l l l l l l l l E E E l l l l l l l l l E C C C >>>> >> >> >> >> >> >> >> >>>>>> >> l l l l l l l l l l l l l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> EE C C C E E E G G G G G l l l l l l l l E E E l l l l l l l l l E C C C S S > > > > > > > > LOT 178 40,978 SQ FT LOT 32 12,009 SQ FT MPE: 943.35 LOT 109 10,206 SQ FT MPE: 943.36 LOT 108 10,206 SQ FT MPE: 943.36 LOT 107 10,206 SQ FT MPE: 943.36 LOT 106 10,206 SQ FT MPE: 943.36 LOT 105 10,206 SQ FT MPE: 943.36 LOT 33 13,490 SQ FT MPE: 943.35 LOT 36 13,500 SQ FT MPE: 943.35 LOT 35 13,299 SQ FT MPE: 943.35 LOT 34 11,495 SQ FT MPE: 943.35 OUTLOT G 3.74 ACRES 162,718 SQ FT OUTLOT F 7.65 ACRES 333,285 SQ FT HY D E A V E PP.19 SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 1 5 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 2 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR STREET TREE AND LANDSCAPING PLAN R FEETSCALE 0 50 100 HORZ. LEGEND TYPE I SEEDING/SOD WETLAND SEEDING NATIVE AND FORBS TYPE IV SEEDING LOW-GROW GRASS PROPOSED TREE 28 S 2 7 ° 5 2 ' 0 7 " E 8 5 4 . 3 8 ' S 89°46'05" W 1293.62'S 89°46'05" W 1162.99' S 89°46'05" W 100.00' N 0 0 ° 0 2 ' 4 7 " E 7 1 3 . 3 3 ' N 0 0 ° 0 2 ' 4 7 " E 5 5 3 . 2 7 ' N 89°54'07" E 1312.19'N 89°52'03" E 671.90' N 00°02'47" E 50.00' N 89°38'41" W 113.42' N 57°48'38" W 116.93' L=100.63' N 00°38'38" W 36.84' S 89°21'22" W 220.79' N 0 0 ° 0 6 ' 0 7 " E 30 5 . 3 8 ' S 89°25'36" E 502.35' S 89°46'05" W 1287.22 S 0°13'55" E 50.00 S 07°31'36" E 50.41' L = 7298.49' R = 1575.35' ∆ = S 17°14'30" E S 0 0 ° 0 2 ' 4 7 " W 5 2 0 . 2 9 ' L=45.65' S 89°46'05" W 99.76' N 00°13'55" W 50.00' NE CORNER PARCEL 'E' FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP #6586 SW CORNER OUTLOT 'YY' DRAINAGE & CONSERVATION EASEMENT SE CORNER PARCEL 'E' FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP SE CORNER LOT 1, NE CORNER OUTLOT 'YY' SW CORNER LOT 1 NW CORNER OUTLOT 'YY' DRAINAGE & CONSERVATION EASEMENT NE CORNER OUTLOT 'Z' COCHRANE FARM SUBDIVISION SW CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION NW CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION NE CORNER SE 1/4 SE 1/4 SEC. 21, T84N, R24W FOUND CUT 'X' HY D E A V E N U E - 6 6 ' R . O . W . UN I O N P A C I F I C R A I L R O A D - 1 0 0 ' R . O . W . FOUND 5/8" REBAR WITH ORANGE CAP #12265 SW CORNER SEC. 22-84-24 FOUND MAGNAIL SE CORNER OUTLOT 'A' AUBURN TRAIL SUBDIVISION FIRST ADDITION 100' INGRESS/EGRESS EASEMENT EXISTING STORM SEWER EASEMENT INST #14-07949 OUTLOT 'A' 68.187 ACRES 2,970,224 SQ FT OUTLOT YY 4.676 ACRES 203,695 SQ FT LOT 1 1.893 ACRES 82,476 SQ FT OUTLOT 'B' COCHRANE FARM SUBDIVISION OUTLOT 'A' COCHRANE FARM SUBDIVISION CR E S T M O O R A V E N U E WE L B E C K D R I V E BLOOMINGTON HEIGHTS WEST & TOWNHOMES LC WAY N E V M A A K WAY N E A & I R E N E R SHIR E M A N PEG G Y E L O W A R Y KEN N E T H M & L I N D A D MOR T V E D T JOD I C O R N E L L CHIA - Y U S H E N JUN E M N A S B Y GLE N D O N W & S H I R L E Y A KUIP E R T R U S T E E S RAN D A L L D & D E B O R A H L M I L L E R INE Z L E O N E C A R L S O N BER N A R D & J E A N N E KON E K FA Y E A K E L L E N TRU S T E E MAV I S A B U T L E R SAM Y G A M A L H A M A D BEN J A M I N L F R E K I N G MU H A M E D & S E H I Z A G R O S I C EBB Y S L U V A G A WA D E D F O R T U N E MI C H A E L C L I F F O R D A N D E R S O N JON A T H A N D & A M Y M PA R K E S REX A & R A C H E L L D E B R U I N ERIC K & L I N D S A Y I J O H N S E N WAY N E V M A A K NOR T H R I D G E H E I G H T S H O M E O W N E R ' S ASS O C I A T I O N ERIC & J A N E L L V A N G O R P JAS O N & J E S S I C A C R A W F O R D JON R & T R E S C I A L H E A C O C K ERBEN & MARGARET HUNZIKER APARTMENTS LLC ROS E P R A I R I E L L C ROS E P R A I R I E L L C LER O Y D & S U E A S T U R G E S ALL I S O N J E N E S S T R U S T E E MAR G O T B E N E S S CLA Y T O N T G R E G G GLE N D O R A M C L A R K AN I T A A K L O C K E DEB O R A H T R U S T E E LAN C A S T E R DAR R A S J O H N S O N REV T R U S T MAR G O T B E N E S S DRAINAGE & CONSERVATION EASEMENT SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 2 0 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 3 4 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: REG. NO.DATE: I OWA I hereby certify that this land surveying document was prepared by me and the related field work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of Iowa LICENSED PROFESS IONAL LAND SURVEYOR EUGENE R. DREYER L.S. EUGENE R. DREYER 17535 THIS SHEET 17535 12/31/2026 PP.20 BOUNDARYFEETSCALE 0 100 200 HORZ. 29 TILDEN PARKWAY KENAI PL AC A D I A L A N E WE L B E C K D R RA I N E R W A Y GLACIER DRIVE CR E S T M O O R A V E 14 OUTLOT C 19 242321 20 18 81 76 22 78 77 79 80 82 84 176 17 16 15 98 99 88 97 175 177 86 85 83 OUTLOT G 96 119 OUTLOT F OUTLOT B 71 72 73 74 686970 67 66 5 4 3 2 6 9 7 8 1 65 64 63 62 61 13 313029282726 32 25 12 11 10 90 9594939291 89 101100 102 OUTLOT A 128 123124125126 129 130 131 132 134 135 139 109108107106105104103 33 36 35 34 178 136 122 114 138 140 121 120 110 148 171 172 164 163170 162169 161168 160167 159166 158165 157 174 137 173 127 144141 117 142 116 143 115 146 112 145 113 147 111 133 118 151 150 149 OU T L O T E 156 155 153 152 154OUTLOT D OU T L O T H DENALI LN 75 ALL WAY ALL WAY TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TI M E NO PA R K I N G AN Y TIME NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TIME NO PARKING ANY TI M E NO PA R K I N G AN Y TIME NOPARKING ANY 55 3946 56 4047 49 57 4148 50 58 42 51 59 43 52 60 44 53 37 54 3845 PP.21 STREET SIGNAGE & PARKING SHEET B o l t o n & M e n k , I n c . 20 2 6 , A l l R i g h t s R e s e r v e d c H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ 1 2 3 0 8 2 _ P P . 2 1 . d w g 4/ 1 7 / 2 0 2 6 4 : 0 8 : 4 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. DATEDESCRIPTION REV HUNZIKER DEVELOPMENT AUBURN TRAIL TWA TWA GAB 0A1.123082 1519 BALTIMORE DRIVE AMES, IA 50010 Phone: (515) 233-6100 Email: Ames@bolton-menk.com www.bolton-menk.comR FEETSCALE 0 100 200 HORZ. R LEGEND NO PARKING ZONE 30 16234 27 /CC C E E C E E E C E E E CC 15024 23 /CC C EC D D D CE M M M 16212 23 /CC S H D D CLVT D D CLVT X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXXXXXXX X XXXXX X X X X X X X XXX C E G G l l l X X E X X X X X X X X X X XXXX l l l l X X X C CAPPED 8" SANITARY SEWER FL: 906.55 l l l l l l l l l l OE OE OE OE OE OE OE OE OE OE OE >> >> >> >> E- D E- D E- D E- D E- D E- D E- D E- D E- D >> >> >> >> >> >> >> >> >> >> >> >> >> E- D C- D C- D C- D C- D C- D C- D C- D C- D C- D >> >> >> >> >> >> >> >> D S E CC C S X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XX XXXXXXXXXX X XXXXX X X X X X X X XXX C E G G l l l X X E X X X X X X X X X X XXXX l l l l X X X C E E E S S > > 95 5 95 5 95 5 95 5 95 5 96 0 96 0 960 96597 0 94 0 945 95095596 096 5 970 940 945 950 955 925 925 930 930 935 94 0 945 94 0 945 950 955 960 945 950 955 955 955 960 965 96 0 965 S 89°54'07" W 1312.19S 89°52'03" W 671.90 N 2 7 ° 5 2 ' 0 7 " W 8 5 4 . 3 8 L=533.77' N 89°46'05" E 1287.22 N 0 ° 1 3 ' 5 5 " W 5 0 . 0 0 N 89°46'05" E 1162.99 S 0 ° 1 3 ' 5 5 " E 5 0 . 0 0 N 89°46'05" E 99.76 S 0 ° 0 2 ' 4 7 " W 7 1 3 . 3 3 S 0 ° 0 2 ' 4 7 " W 0 . 0 0 S 0 ° 0 2 ' 4 7 " W 5 5 3 . 2 7 N 0 ° 0 2 ' 4 7 " E 5 2 0 . 2 9 S 89°38'41" E 113.42S 57° 4 8 ' 3 8 " E 1 1 6 . 9 3 L=100.63'L=45.65' S 0 ° 3 8 ' 3 8 " E 3 6 . 8 4 N 89°21'22" E 220.79 S 0 ° 0 6 ' 0 7 " W 3 0 5 . 3 8 N 89°25'36" W 502.35 N 7 ° 3 1 ' 0 6 " W 5 0 . 4 1 N 89°46'05" E 1293.62 CONNECTION TO HAYDEN'S PRESERVE CONNECTION TO HAYDEN'S PRESERVE NORTH STREET CONNECTION H: \ H U N Z I \ 0 A 1 1 2 3 0 8 2 \ C A D \ C 3 D \ F I G R - 1 2 3 0 8 2 - M A S T E R P L A N . d w g 3/ 4 / 2 0 2 6 3 : 5 3 : 4 9 P M R Auburn Trail Hunziker Land Development Figure 1: Master Plan March 2026 R FEETSCALE 0 150 300 HORZ. CO N N E C T I O N T O C R E S T M O O R A V E . CR E S T M O O R A V E . P U B L I C R . O . W . CO N N E C T I O N T O W E L B E C K D R . WE L B E C K D R . P U B L I C R . O . W . CONNECTION TO HYDE AVE. HYDE AVE. PUBLIC R.O.W. OPEN SPACE 12.61 ACRES OPEN SPACE: 2.06 ACRES OPEN SPACE 3.74 ACRES TOTAL AREA: 74.46 ACRES OPEN SPACE: 18.41 ACRES PROPOSED ROW: 12.88 ACRES NET AREA: 43.17 ACRES OWNER HUNZIKER LAND DEVELOPMENT CO. 105 S. 16TH ST. AMES, IOWA 50010 APPLICANT HUNZIKER LAND DEVELOPMENT CO. 105 S. 16TH ST. AMES, IOWA 50010 LEGAL DESCRIPTION OUTLOT ‘A’ AND OUTLOT ‘YY’ OF AUBURN TRAIL SUBDIVISION, FIRST ADDITION, AND ALSO, OUTLOT ‘A’ AND OUTLOT ‘B’ OF COCHRANE FARM SUBDIVISION, ALL IN THE CITY OF AMES, STORY COUNTY, IOWA PREPARED BY BOLTON & MENK 1519 BALTIMORE DRIVE AMES, IA 50010 SUBMITTAL DATE FEBRUARY 2026 EXISTING ZONING: "A" (AGRICULTURAL ZONE) PROPOSED: "FS-RL" (SUBURBAN RESIDENTIAL ZONE RESIDENTIAL LOW DENSITY) (ENTIRE SITE) LEGEND COLOR USE ZONING DEVELOPABLE ACRES SINGLE FAMILY ATTACHED/DETACHED FS-RL AREA 56.05 AC DWELLING UNITS 155-190 DENSITY 3.75-4.40 HY D E A V E N U E WE L B E C K D R SINGLE-FAMILY ATTACHED/DETACHED DEVELOPABLE ACRES: 55.11 OP E N S P A C E OP E N S P A C E OPEN SPACE DETENTION AND BUFFERS FS-RL 18.41 AC NA NA CR E S T M O O R A V E . EXISTING STREAM EXISTING CELL TOWER CONNECTION TO SHARED USE PATH COLLECTOR STREET WITH SHARED USE PATH SHARED USE PATH DEVELOPABLE ACRES: .94 ACRES 31 H Y D E A V E WES T L AW N D R WELBECKDR BRICKMAN AVE EISENHOWER AVE EIS ENHOWERLN CRESTMOORAVE L A K E S IDEDR BA L L E N T I N E D R HARRISON RD BERKSHIRE AVE EISENHOWER CT ABERDEEN DR LAURE L S T WEST W IND DRWESTONDR D A N B U RY R D Location Map 0 0.07 0.140.04 Miles IN T E R S T A T E 3 5 LINCOLN 24TH 13THONTARIO INTERSTATE 35 D A Y T O N ST A N G E U N I V E R S I T Y 16TH GEORGEW CARVER SO U T H DA K O T A AIRPORTHY L A N D LINCOLN WAY ¯Legend Subject Properties Parcels 4605 Hyde 4510 Hyde Outlot A Outlot B 32 RN-3 RN-2 RN-2 NC-MU OSPark RN-4 RN-3 RN-3 OS RN-3 H Y D E A V E WES T L AW N D R WELBECK DR BRICKMANAVE E ISENHOWERLN CRESTMOORAVE L A K E S IDEDR BA L L E N T I N E D R HARRISON RD ABERDEEN DR LAURE L S T WEST W IND DRWESTONDR D A N B U RY RD Future Land Use Map 0 0.07 0.140.04 Miles IN T E R S T A T E 3 5 LINCOLN 24TH 13THONTARIO INTERSTATE 35 D A Y T O N ST A N G E U N I V E R S I T Y 16TH GEORGEW CARVER SO U T H DA K O T A AIRPORTHY L A N D LINCOLN WAY ¯Legend Subject Properties Parcels Ames Plan 2040 Future Land Use Designations Residential Neighborhood 2 - Established (RN-2) Residential Neighborhood 3 - Expansion (RN-3) Residential Neighborhood 4 - Village (RN-4) Neighborhood Core - Mixed Use (NC MU) Park/Recreation Open Space 4605 Hyde 4510 Hyde Outlot A Outlot B 33 P L A N E L E M E N T S G R O W T H & L A N D U S E 55 A M E S P L A N 2 0 4 0 Residential Neighborhood 3 (RN-3: Expansion) »Contemporary but diverse development options in planned expansion areas of the city, known as FS zoned areas. Originally envisioned in the 1997 LUPP as “villages” and residential subdivisions. » Primarily residential and largely single- family at low and medium densities. Some medium-density apartment developments. »Conventional suburban lot sizes in subdivisions. »Limited or no transit access. »Access to private green space, internal paths, and trails is often included in development design. Includes storm water detention features within developments. » Curvilinear street networks, minimizing cul-de-sacs,but somewhat limited connectivity at times. » Common pattern of automobile-oriented design with front-loaded garages. »Includes small commercial nodes. LAND USE: CATEGORIES DEVELOPMENT GUIDELINES »Flexible lot size design standards for diverse housing types, including architectural character, environmental, and open space factors in design decisions. »Higher residential densities (attached, townhomes, small multi-unit buildings) on avenues, boulevards, and mixed use avenues, and other streets with significant bicycle and potential transit routes; and within master planned projects. »Street, sidewalk, and trail connectivity. » New development requires neighborhood and community parks. See also Parks, Trails, & Greenways Element. »Plan to accommodate transit extensions into developing areas by design and density levels. » Allow common accessory functions, places of worship, and parks. »Apply minimum density standards to new development, single-family 3.75 du/A, medium-density minimum density 10.0 du/A, cores and high-density areas have higher intensity and densities than medium density. PUBLIC ACTIONS »Review and modify zoning and subdivision regulations to address intended range of uses and design standards. » Permit accessory dwelling units with lot size and design standards. »Extend trail network into growth areas. »Support transit extensions to serviceable areas. » Use the Capital Improvements Program to plan for extension of major road, water, sewer infrastructure. Consider use of development agreements, connection districts, and assessments to help facilitate extensions. GOALS »Wide range of housing types and price points, need to incorporate attainably priced owner-occupied housing. » Planned development of neighborhood cores, with higher density, linkages to single-family areas, and neighborhood services. »High level of internal connectivity and planned street linkages to surrounding developments. »Use Complete Street concepts with development. Include active transportation linkages. Provide safe access for all to neighborhood cores and activity areas. »Target minimum gross density in major new development areas of 6 units per acre. APPL ICABLE EXISTING ZONING CATEGORIES »FS-RL Suburban Residential Low-Density »FS-RM Suburban Residential Medium-Density »F-PRD Planned Residence District »PUD Planned Unit Development Overlay District »RLP Residential Low-Density Park » Over time, RN-3 development areas will begin to age and have needs similar to RN-1 and RN-2. 34