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HomeMy WebLinkAbout2019-06-17-J06 The Shops at Kettlestone North Plat 7_Preliminary Plat AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 17, 2019 AGENDA ITEM: Consideration of approval of a resolution approving preliminary plat for The Shops at Kettlestone North Plat 7 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat for an approximately 7.18-acre subdivision generally located south of SE Tallgrass Lane and west of Grand Prairie Parkway. The property is located within the Kettleview office development. The preliminary plat includes two (2) lots for future development. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the request at their meeting on June 11, 2019, and recommended approval: Approval of a Preliminary Plat for The Shops at Kettlestone North Plat 7 Senior Planner Andy Kass introduced the request for approval of a Preliminary plat and final plat for The Shops at Kettlestone North Plat 7, as submitted by the applicants Vertical Group and Kettleview, LLC. The subject property is generally located south of SE Tallgrass Lane and west of Grand Prairie Parkway and contains approximately 7.18 acres. The plats indicate the creation of two lots for development totaling approximately 5.51 acres, backing up to the existing city pond. Lot 1 has an intended office use identified, and the applicant has indicated that a possible buyer for lot 2 has been identified. Outlot A is 1.67 acres in area and will be utilized for the access streets that are currently under construction. The developers will be extending SE Encompass Drive to Grand Prairie Parkway where the access will be a right in/right out only. A 10 foot wide trail along SE Parkview Crossing Drive is also planned. Public utilities are readily available to the site, and storm water detention will be provided within the regional storm water pond that the City constructed as part of public improvements to the Kettlestone District. At this time Staff would recommend approval subject to remaining staff comments.  Commissioner Broderick questioned regarding the accesses to the site. Mr. Kass advised that there are full accesses available off of SE Tallgrass Lane and eventually off of SE Parkview Crossing Drive. A joint access is possible off if SE Esker Ridge Drive dependent upon if the developer gains the corner lot, which they do not currently own. All other accesses are right in/ right out. J6  Commissioner Streit verified that the intersection of SE Esker Ridge Drive and Grand Prairie Parkway is lighted. Mr. Kass advised that is correct.  Commissioner Hoifeldt questioned what was being developed to the west of the subject property. Mr. Kass advised that was the recent insurance office building. Commissioner Hoifeldt moved to approve the preliminary plat for The Shops at Kettlestone North Plat 7 subject to any remaining staff comments. The motion was seconded by Commissioner Streit. Ayes: Streit, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat meets the intent and the requirements of the K-OF/PD-1 Zoning District and that the applicant has successfully addressed all of the requirements within the Waukee Subdivision Ordinance with the submittal of this preliminary plat. RECOMMENDATION: Staff recommends approval of the Preliminary Plat for The Shops at Kettlestone North Plat 7 ATTACHMENTS: I. Resolution II. Staff Report III. Preliminary Plat PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SHOPS AT KETTLESTONE NORTH PLAT 7 PRELIMINARY PLAT IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended approval of a Preliminary Plat for The Shops at Kettlestone North Plat 7 on June 11, 2019, subject to remaining staff comments; AND, WHEREAS, the Preliminary Plat for The Shops at Kettlestone North Plat 7 is in general conformance with section §303 - Land Subdivision Ordinance of the Waukee Municipal Code. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this the 17th day of June, 2019 that the Preliminary Plat for The Shops at Kettlestone North Plat 7 be approved. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Shops at Kettlestone North Plat 7 – Preliminary Plat & Final Plat PREPARED BY: Andy Kass AICP, Senior Planner REPORT DATE: June 6, 2019 MEETING DATE: June 11, 2019 GENERAL INFORMATION Applicant: Vertical Group Owner: Kettleview, LLC Owner’s Representative: Derek Johnson, P.E. with ISG Request: The applicant is requesting approval of a preliminary plat & final plat for an office development. Location and Size: Property is generally located south SE Tallgrass Lane and west of Grand Prairie Parkway containing approximately 7.18 acres more or less. AREA MAP ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE). June 11, 2019 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Office K-OF (Kettlestone Office) / PD-1 (Planned Development Overlay) North Vacant – Undeveloped Multi-Family Stacked Medium and Office A-1 (Agricultural District) South Vacant – Undeveloped Community Commercial K-RC (Kettlestone Retail Community District) East Holmes Murphy Office K-OF (Kettlestone Office District) West Kettlestone Ridge Neighborhood Single Family Residential R-2 (One & Two Family Residential District) HISTORY The subject property is located south of SE Tallgrass Lane and west of Grand Prairie Parkway and within the Kettlestone Development. The property was the subject of the recent rezoning for the Kettleview Development approved by the City. The rezoning added a planned development overlay to the property to allow additional uses within the development that would otherwise not be allowed in the K-OF (Kettlestone Office District) and to restrict certain uses within the development. PROJECT DESCRIPTION LOTS The final plat identifies two (2) lots to be platted at this time. Lot 1 is proposed to be 3.23-acre in area and Lot 2 is proposed to be 2.28-acres in area. Outlot A is 1.67-acres in area and will be utilized for the access streets that are currently under construction. Table 1: K-OF / PD-1 Zoning District Bulk Regulations Category K-OF / PD-1 (minimum) Lot Area No minimum Lot Width No minimum Front Yard Setback No minimum Rear Yard Setback No minimum Side Yard Setback No minimum In addition to the uses allowed within the K-OF District, the Planned Development that was approved with the rezoning allows the following uses within the development:  Fitness center;  Bar or drinking establishment;  Boutique hotel; and  Executive housing (located on upper floor of a professional office building). June 11, 2019 3 of 3 The Planned Development also restricts the areas where the above referenced uses are allowed to be located within the overall development. STREETS AND TRAIL As part of the improvements for the development the applicant will construct an internal private street, SE Encompass Drive, will connect to SE Tallgrass Lane and Grand Prairie Parkway. The access off Grand Prairie Parkway will be restricted to a right-in/right-out access point. An additional access point to SE Parkview Crossing Drive is also planned. A 10-foot wide trail will be provided along SE Parkview Crossing Drive. Five-foot-wide sidewalks will be constructed also SE Tallgrass Lane and SE Esker Ridge Drive. Sidewalks are also planned along SE Encompass Drive. UTILITIES Sanitary sewer and water main through the development will be public utilities. The storm sewer will be privately owned and maintained along with the street. Storm water detention for the development will be provided within the regional storm water pond that the City constructed as part of the initial public improvements to the Kettlestone District. As development occurs the City will invest in additional improvements around the pond and the greenway trail network similar to what was completed around the ponds behind the Holmes Murphy office building. STAFF RECOMMENDATION The proposed lots meet the minimum requirements of the Zoning Ordinance and the Planned Development. The preliminary plat and final plat are in general conformance with the Subdivision Ordinance. Staff recommends approval subject to remaining staff comments. ENCOMPASS BUILDING (21,620 1ST FLOOR SF)(78,500 TOTAL SF)BUILDING FFE=1040.00G A R A G E F F E = 1 0 2 8 . 0 0 Proposed 24' Access Easeme n t Proposed 2 4 ' Access Ea s e m e n t OFFICEBUILDING(9,100 1ST FLOOR SF)(XX,XXX TOTAL SF)FFE=1037.50 Proposed 24'Access Easement 10' PUE BK2019 P G 1 1 3 8 20' Private S a n i t a r y S e w e r E a s e m e n t BK2019 PG1 1 3 9 Sanitary Sew e r E a s e m e n t Per Bk 2017 P g 3 2 6 4 Private Ingr e s s / E g r e s s E a s e m e n t over all of Ou t l o t A per BK 201 8 P G 2 1 9 9 3 Private Sto r m S e w e r E a s e m e n t per Bk 201 8 P g 2 1 9 9 4 Pu b l i c W a t e r M a i n E a s e m e n t pe r B k 2 0 1 8 P g 2 2 2 3 1 Pri v a t e S t o r m S e w e r E a s e me n t pe r B k 2 0 1 8 P g 2 1 9 9 4 Pub l ic U t i l i t i e s Easem e n tper B k 2018 P g 22230 10' PUEBK2019 PG1138 15' Public Water Main EasementBK2019 PG1137 Proposed 24'Access Easement Proposed 20' PrivateSanitary Sewer Easement OFFICEBUILDING(3,959 1ST FLOOR SF) (6,777 TOTAL SF)FFE=1038.50 Proposed 24'Access Easement Proposed 24'Access Easement Proposed 20' PrivateSanitary Sewer Easement Public Utility EasementPer Bk 2013 Pg 1038715 2015208" WATER MA I N Surface Water Flowage Easement perBK2018 Pg 14409TO BE VACATED50 INITIAL BUILD 100 YEAR ELEVATION FULL BUILD 100 YEAR ELEVATION 50 30' Storm Sewer Easement perBk 2017 Pg 326620 8" WATER MA I N 10' PUEBK2019 PG1138 10' PUEBK2019 PG1138 15' Public Water Main EasementBK2019 PG1137 EXISTING 8" WATERMAIN20' Private Sanitary Sewer EasementBK2019 PG1139 Private Sto r m S e w e r E a s e m e n t per Bk 201 8 P g 2 1 9 9 4 Pu b l i c W a t e r M a i n E a s e m e n t pe r B k 2 0 1 8 P g 2 2 2 3 1 Pri v a t e S t o r m S e w e r E a s e me n t pe r B k 2 0 1 8 P g 2 1 9 9 4 Pub l ic U t i l i t i e s Easem e n tper B k 2018 P g 22230 Sanitary S e w e r E a s e m e n t Per Bk 2017 P g 3 2 6 4 Pri v a t e I n g r e s s / E g r e s s E a s e m e n t ov e r a l l o f O u t l o t A pe r B K 2 0 1 8 P G 2 1 9 9 3 EXI S T I N G 8 " W A T E R M A I N EXISTING 8" S A N I T A R Y EXISTING 8 " S A N I T A R Y EXI S T I N G 8 " SAN I T A R Y EXISTING 8" SAN I T A R Y EXISTING 8" SANITARY EXISTING 8" W A T E R M A I N 8" W A T ER M A I N 6" WATER MAIN 8" SAN ITARY 6" SANITARY 8" S A N I T A R Y 11 S P AC E S 5 SPACE S 8 S PA C ES PROPOSED BUILD ING6,202 SFFFE = 1031.002 SPACES 21452 PPLAT3 TITLE THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE ISSUED SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE PROJECT LOCATION LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGE WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINE STORM SEWER SANITARY SEWER SANITARY SEWER FORCEMAIN CONTOUR (MAJOR) UNDERGROUND TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER WATER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS CONTOUR MANHOLE CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY STORM SEWER (PIPE WIDTH) 1015 LOT LINE SANITARY SEWER (PIPE WIDTH) OVERHEAD UTILITY UNDERGROUND UTILITY 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-292-8989). PROJECT GENERAL NOTES HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ZONE 8, ON THE IOWA REGIONAL COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN JUNE, 2018 BY LANDMARK ENGINEERING GROUP AND BETWEEN AUGUST & NOVEMBER OF 2018 BY ISG. SPECIFICATIONS REFERENCE PROJECT DATUM TOPOGRAPHIC SURVEY ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS), CURRENT EDITION, UNLESS DIRECTED OTHERWISE. PRELIMINARY PLAT - PJJ RJA 04/09/2019 19-22778 1 PRELIMINARY PLAT ---- ---- 1 WAUKEE IOWA 1 B.M. ELEVATION=1032.32 BURY BOLT ON FIRE HYDRANT, EAST SIDE OF GRAND PRARIE PARKWAY, 790' NORTH OF S.E. ESKER RIDGE DRIVE N S W E LOCATION MAP 0 SCALE IN FEET 500 1000 CITY OF WAUKEE, IA PROJECT MANAGER: ISG - RYAN ANDERSON 7900 INTERNATIONAL DRIVE, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952-426-0699 APPLICANT: VERTICAL GROUP 327 NORTH RIVERFRONT DRIVE MANKATO, MN 56001 PHONE: 507-525-3531 PROPERTY OWNER: KETTLEVIEW, LLC 4700 150 STREET URBANDALE, IA 50323 PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES DATE ISSUED SEAL WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L A N D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY BE OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA. DANIEL L. STUEBER 19880 DANIEL L. STUEBER My license renewal date is 12/31/19 1-4 PJJ 4OF 04/09/19 1ST CITY SUBMITTAL PJJ 05/02/19 2ND CITY SUBMITTAL PJJ ASHWORTH ROAD GRAND PRAIRIE PKWYSE TALLGRASS L N SE WESTOWN PK W Y SE LA GRANT PKWYSE E S K E R R I D G E D R I V ESE PARKVIEW CROSSING DRIVELOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 7 05/21/19 3RD CITY SUBMITTAL JW 05/31/19 4TH CITY SUBMITTAL JW Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 Length 105.36 215.56 183.92 158.65 222.28 257.53 62.01 77.09 25.15 76.52 192.63 62.28 160.00 84.44 99.48 Radius 150.00 300.00 300.00 1412.50 1587.50 246.00 935.00 194.00 256.00 256.00 184.00 1587.50 1587.50 300.00 300.00 Delta 40°14'35" 41°10'05" 35°07'31" 6°26'08" 8°01'20" 59°58'54" 3°48'00" 22°46'06" 5°37'47" 17°07'31" 59°59'02" 2°14'52" 5°46'28" 16°07'35" 18°59'56" Chord 103.20 210.95 181.05 158.57 222.09 245.93 62.00 76.59 25.14 76.23 183.96 62.28 159.93 84.16 99.02 Chord Bearing S42° 40' 59"E N42° 12' 04"W S39° 12' 50"E N37° 23' 03"E S36° 35' 39"W S31° 42' 35"E N0° 17' 40"E N13° 06' 10"W N21° 39' 32"W N10° 16' 53"W S31° 42' 34"E S33° 42' 25"W S37° 43' 05"W S48° 42' 48"E S31° 09' 03"EN65°31'34"E144.18 C1 C2C3 C15 S56°44'01"E154.73C14S00°16'50"W 27.29 C 4 C 1 3 C 1 2 N61°42'02"W 310.31N61°42'02"W 304.44C 5 C6 N01°43'08"W 47.15 N89°53'50"W166.59C7S89°53'50"E164.41N01°43'08"W 189.69 C8 N24°2 8' 2 6 " W 91.13 N65°3 1' 3 4 " E 62.00 S24°2 8' 2 6 " E 91.17 C9 C10 S01°43'08"E 298.87 C11S44°54'00"W 359.81N83°43'14"E 476.15S12°18'35 " E 1 8 9 . 9 7 N00°19'36"E 2646.81 =10°16'16" L=26.89 R=150.00 S28°17'58"W 25.94 10301Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 140,713 sq. ft 3.23 AC LOT 1 W. Line - NE 1/4 Sec. 4-78-26 South 1/4 Corner Sec. 4-78-26 Found Brass Cap Mon PLS 16747 72,962 sq. ft 1.675 AC OUTLOT A 99,284 sq. ft 2.28 AC LOT 2 312,960 sq. ft 7.18 AC C o m m u n i t y C h o i c e C r e d i t U n i o n (K- O F Z o n i n g ) Waukee, Iowa City of 60' 60' 70 '175'Arac, LLC KC Kettlestone, LC (K-OF Zoning)60'70' ARAC, LLC (K-OF Zoning) ARAC, LLC (K-RC Zoning) ARAC, LLC (R-2 PUD Zoning)175'Lush Properties, LLC (K-OF/PD-1 Zoning) K e t t l e v i e w , L L C (K- O F Z o n i n g ) Book 2 0 1 8 , P a g e 2 3 7 8 2 Kettleview, LLC (K-OF/PD-1 Zoning) Kettleview, LLC (K-OF/PD-1 Zoning)Temporary Grading EasementTe m p o r a r y G r a d i n g E a s e m e n t WAUKEE IOWA - JW RJA 04/09/2019 18-21452 ---- ----2 THE SHOPS AT KETTLESTONE NORTH PLAT 7 21452 PPLAT3 100 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE ISSUED SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE EXISTING LEGAL DESCRIPTION: That part of Outlot A in the Shops of Kettlestone North Plat 6, an Official Plat, now included in and forming a part of the City of Waukee, Dallas County, Iowa. OWNERS / DEVELOPERS: SURVEYOR: Kettleview, LLC ISG 4700 150 Street 508 East Locust Street Urbandale, IA 50323 Des Moines, IA 50309 (515)-205-2754 (515)-243-9143 EXISTING PROPERTY: ZONED: K-OF/PD-1 Overlay (Per Zoning Ordinance #2896) (Lot 1 and all Outlots) Building Setbacks Front - 0 feet, 20 feet for accessory structures Side - 0 feet, 5 feet for accessory structures Rear - 0 feet, 5 feet for accessory structures Principle Building Separation - 25 feet Accessory Building - 25 feet between structures Minimum Height Restrictions Maximum Height Restrictions 15,000 square feet - 1 story Principle Building - 8 stories 25,000 square feet - 2 stories Accessory Building - 1 story AREA TABLE: Lot 1 = 140,713 sq. ft. - 3.23 acres Lot 2 = 99,284 sq. ft. - 2.28 acres Outlot A = 72,962 sq. ft. - 1.67 acres Total = 312,959 sq. ft. - 7.18 acres BEARING NOTE: The orientation of this bearing system is based on the plat of The Shops at Kettlestone North Plat 6. BENCHMARK: Bury Bolt on Fire Hydrant, East side of Grand Prairie Parkway, 790' North of SE Esker Ridge Drive. Elevation - 1032.32 FLOOD ZONE: The surveyed premises shown on this survey map is in Flood Zone X, according to Flood Insurance Rate Map Community Panel No. 19049C0355E, published by the Federal Emergency Management Agency, effective date December 4, 2007. NOTES: 1.All easements shown on this plat are proposed unless otherwise stated. 2.A proposed ingress/egress easement over all of Outlot A. 3.Maintenance and ownership of private street, SE Encompass Drive will be by the owners association. 4.All privately owned utilities are to be owned and maintained by the owners association. 5.Sheet 2 depicts the planned location of street improvements upon subject property. The location of planned site improvements are based on preliminary site plans prepared by ISG, dated April 9, 2019. Proposed street improvements are shown in color. 6.Existing spot elevations are shown. Proposed elevations will be provided on construction drawings. Proposed elevations for Lots 1 and 2 and Outlot A will be provided in subsequent submittals. 7.All utilities are only generally located by Iowa One Call markings or plans. Contractor is responsible for locating and exposing all utilities that may interfere with construction before construction begins. 8.All proposed utilities and improvements will be provided on SE Encompass Drive construction drawings. 9.All sidewalks shall be 5 feet wide. 0 SCALE IN FEET 100 200 Iron Monument Found Section Corner Found Indicates 1/2" Dia. x 18" Long Solid Iron Pipe Set With Plastic Cap Marked By ISG, License No. 19880 LEGEND VICINITY MAP (NOT TO SCALE) SE 1/4 SEC. 4, TWP.78, RGE. 26 Dallas County, Iowa NW 1/4SE 1/4NE 1/4SE 1/4SE 1/4SE 1/4SW 1/4SE 1/4SE E s k e r D r .Crossing Dr.SE ParkviewGrand Prairie ParkwaySITE 4OF PRELIMINARY PLAT 2 JW 04/09/19 1ST CITY SUBMITTAL JW 05/02/19 2ND CITY SUBMITTAL JW LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 7 05/21/19 3RD CITY SUBMITTAL JW 05/31/19 4TH CITY SUBMITTAL JW FUTURE TRAIL(BY OTHERS)SAN MH R=1026.56 I=1009.70 W 1009.53 N 1009.44 E SAN MH R=1042.78 I=1030.78 W 1030.78 S SAN MH R=1044.84 I=1033.73 Sanita r y S e w e r E a s e m e n t Per T h e S h o p s A t K e t t l e s t o n e North P l a t 1 20 552 4 "24"18"24"SAN MH R=1016.78 I=1003.96 8" PVC E 1004.02 8" PVC SW SAN MH R=1029.48 I=1014.67 8" PVC NE 1014.70 8" PVC SW HYD SAN MH R=1022.92 I=1005.88 8" PVC NE 1005.93 8" PVC SW 1006.34 8" PVC N 8"8"2 4 " SAN MH R=1032.77 I=1018.12 8" PVC NE 1018.15 8" PVC SW 1018.64 8" PVC N STM MH R=1045.20 I=1035.00 24" NE 1035.00 24" SW I=1012.09 STM MH R=1025.13 I=1018.80 24" RCP NE 1018.93 24" RCP SW STM MH R=1018.45 I=1007.94 60" RCP S 1007.96 60" RCP N 1008.78 24" RCP SW STM MH R=1018.34 I=1007.84 60" RCP S 1008.03 60" RCP N 1009.22 24" RCP NE STM MH R=1015.83 I=1010.60 24" RCP W STM MH R=1033.27 I=1024.63 24" RCP NE 1024.99 18" RCP N 1025.23 18" RCP S 30151015 105024"8"8"15" 16 " 8 " 8 " 12" 8" 8 "31.1STM MH R=1044.78 I=1036.78 24" N I=1036.78 18" E 30.9 62 6 2 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 16747 St o r m S e w e r E a s em e n t P e r B k 2 0 1 7 P g 3 2 6 6Public Utility EasementPer Bk 2013 Pg 10387Surface Wa te r F lowage Easemen tper Bk 2018 Pg 14409 (to be vaca ted )Sani ta ry Sewer Easemen tPer Bk 2017 Pg 3264 C o m m u n i t y C h o i c e C r e d i t U n i o n (K- O F Z o n i n g ) Waukee, Iowa City of Zoned: A-1 70'ARAC, LLC (K-OF Zoning) 60' 70 '175'ARAC, LLC (K-RC Zoning) ARAC, LLC (R-2 PUD Zoning) KC Kettlestone, LC (K-OF Zoning)70'W. Line - NE 1/4 Sec. 4-78-26 South 1/4 Corner Sec. 4-78-26 Found Brass Cap7" PCC Pavement 7" PCC PavementFull Build100 Year Elevation1017.29Initial B uil d 100 Y e ar El ev ati o n 101 9. 1 0 8" Sanitary Sewer 140,713 sq. ft 3.23 AC (K-OF/PD-1 Zoning) LOT 1 Private Ingre s s / E g r e s s E a s e m e n t over a l l o f O u t l o t A per BK 2 0 1 8 P G 2 1 9 9 3Pr i v a t e S t o rm S ew e r E a s em e n t p e r B k 2 0 1 8 P g 2 1 9 9 4 Private S t o r m S e w e r E a s e m e n t per Bk 2 0 1 8 P g 2 1 9 9 4 Public Utilit i e s E a s e m e n t per Bk 201 8 P g 2 2 2 3 0 Public W a t e r M a i n E a s e m e n t per Bk 2 0 1 8 P g 2 2 2 3 1 20 Ke t t l e v i e w , L L C (K- O F Z o n i n g ) Lush Properties, LLC (K-OF/PD-1 Zoning) 20 72,962 sq. ft 1.675 ACOUTLOT A 99,284 sq. ft 2.28 AC (K-OF/PD-1 Zoning) LOT 2 Public Water Main Easementper Bk 2019 Pg 1137Private S a n i t a r y S e w e r E a s e m e n t per Bk 2 0 1 9 P g 1 1 3 9 Public Utilities E a s e m e n t per Bk 2019 Pg 1 1 3 8 15' Public Water Main Easement 15' Public Water Main EasementSE ENCOMPASS DR.PublicIngress/Egress Easementover all of Outlot A15' Pu bli c W a t e r M ai n E a s e m e n t Private Sanitary Sewer Easem e n tPrivate Access Easement20' Private Sanitary Sewer Easement Private Access Easeme n t 15' Public Water Main Easement 15' Public Water MainEasementPublic Ingress/Egress Easement over all of Outlot A SE EN C O M P A S S D R. 29. 0 29.0 5526 ' P r i v a t e A c c e s s E a s e m e n t 29 20 ' P r i v a t e S t o r m S e w e r E a s e m e n t 20 ' P r i v a t e S t o r m S e w e r E a s e m e n t 20 29.0027.0055.0027.00174.92Temporary Grading EasementTe m p o r a r y G r a d i n g E a s e m e n t 8" Sanitary Sewer8"8"8"8"8"8"8"8" 8" 8" 8"8"6"6"6"8"8"8"8"8"8"3 6 " 3 0 "8"12" 24" 24" 15" 18" 12"8"18" 1 2 " 12" 30" 30" 30" 30" 30" 30" 8" 30" 12" 24" 24" 24" 24" 12" 24" 24" 15" 15"8"12" 24" 12" 12" 6"8"8"8"6"16 " 1 6 " 1 6 " 1 6 " 1 6 " - PJJ RJA 04/09/2019 18-21452 ---- ----3 VICINITY MAP (NOT TO SCALE) 6" Concrete Surface Rip Rap Existing Sanitary Sewer Line Existing Storm Sewer Line Existing Water Line Proposed Sanitary Sewer Line Proposed Storm Sewer Line Proposed Water Line Underground Electric Line Underground Fiber Optic Line Iron Monument Found Section Corner Found LEGEND THE SHOPS AT KETTLESTONE NORTH PLAT 7 21452 PPLAT3 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE ISSUED SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE 0 SCALE IN FEET 60 120 Transformer Gas Valve Light Pole Hand Hole Water Valve Hydrant Manhole/Catch Basin Post Existing Spot Elevation Existing Contour Proposed Contour 98 2 . 5 1020 SE 1/4 SEC. 4, TWP.78, RGE. 26 Dallas County, IowaNW 1/4SE 1/4NE 1/4SE 1/4SE 1/4SE 1/4SW 1/4SE 1/4SE E s k e r D r .Crossing Dr.SE ParkviewGrand Prairie ParkwaySITE 4OF PRELIMINARY PLAT 3 WAUKEE IOWA PJJ 04/09/19 1ST CITY SUBMITTAL JW 05/02/19 2ND CITY SUBMITTAL JW 8" WATERMAIN 8" WATERMAIN 6" WATERMAIN 12" STORM SEWER12" STORM SEWER 18" STORM SEWER 12" STORM SEWER 10" STORM SEWER 12" STORM SEWER 8" STORM SEWER 10" STORM SEWER 6" SANITARY SEWER 36" STORM SEWER 36" STORM SEWER 36" STORM SEWER 12" STORM SEWER 15" STORM SEWER LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 7 05/21/19 3RD CITY SUBMITTAL JW 05/31/19 4TH CITY SUBMITTAL JW N65°31'34"E144.18 C1 C2C3 C15 S56°44'01"E154.73C14S00°16'50"W 27.29 C 4 C 1 3 C 1 2 N61°42'02"W 310.31N61°42'02"W 304.44C 5 C6 N01°43'08"W 47.15 N89°53'50"W166.59C7S89°53'50"E164.41N01°43'08"W 189.69C8 N24°2 8' 2 6 " W 91.13N65°31'34"E62.00 S24°2 8' 2 6 " E 91.17 C9 C10 S01°43'08"E 298.87 C11N44°54'00"E 359.81N83°43'14"E 476.15S12°18'35 " E 1 8 9 . 9 7 N00°19'36"E 2646.81 =10°16'16" L=26.89 R=150.00 300.56N28°17'58" E 25.949.75FUTURE TRAIL(BY OTHERS)2 4 "24"18"24"HYD 8"2 4 " STM MH R=1045.20 I=1035.00 24" NE 1035.00 24" SW I=1012.09 STM MH R=1025.13 I=1018.80 24" RCP NE 1018.93 24" RCP SW STM MH R=1018.45 I=1007.94 60" RCP S 1007.96 60" RCP N 1008.78 24" RCP SW STM MH R=1018.34 I=1007.84 60" RCP S 1008.03 60" RCP N 1009.22 24" RCP NE STM MH R=1015.83 I=1010.60 24" RCP W STM MH R=1033.27 I=1024.63 24" RCP NE 1024.99 18" RCP N 1025.23 18" RCP S 30151015 105024"8"8"15" 16 " 12"31.1STM MH R=1044.78 I=1036.78 24" N I=1036.78 18" E 30.9 10261027102810291030103110321033103310331035 103610371038104110421043104410451046104710471040 1038103610371035 1038 10301032103310311034103510361037104010391041104 5 1047 1048 10451043 1048 62 6 2 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 18900 Mon PLS 16747 St o r m S e w e r E a s em e n t P e r B k 2 0 1 7 P g 3 2 6 6Public Utility EasementPer Bk 2013 Pg 10387Surface Wa te r F lowage Easemen tper Bk 2018 Pg 14409 (to be vaca ted )Sani ta ry Sewer Easemen tPer Bk 2017 Pg 3264 C o m m u n i t y C h o i c e C r e d i t U n i o n (K- O F Z o n i n g ) Waukee, Iowa City of Zoned: A-1 70'ARAC, LLC (K-OF Zoning) 60' 70 '175'ARAC, LLC (K-RC Zoning) ARAC, LLC (R-2 PUD Zoning) KC Kettlestone, LC (K-OF Zoning)70'1027.111031.79 1037.361039.121039.90 1037.601039.83 1 0 3 8 . 3 2 1038.521040.881039.70 103 4 . 2 7 1034.5810 3 4 . 3 51031.001025.271024. 4 3 1 0 2 3 . 5 1 1024.2510 3 6 . 8 8 103 5 . 1 6 1038.08 1038.17 1 0 3 5 . 7 4 1039.171033.331025.45 1 0 2 6 . 9 1 1036.6010321034102510241047 1043 10421024 W. Line - NE 1/4 Sec. 4-78-26 South 1/4 Corner Sec. 4-78-26 Found Brass Cap7" PCC Pavement 7" PCC PavementFull Build100 Year Elevation1017.29Initial B uil d 100 Y e ar El ev ati o n 101 9. 1 0 140,713 sq. ft 3.23 AC (K-OF/PD-1 Zoning) LOT 1 Private Ingre s s / E g r e s s E a s e m e n t over a l l o f O u t l o t A per BK 2 0 1 8 P G 2 1 9 9 3Pr i v a t e S t o rm S ew e r E a s em e n t p e r B k 2 0 1 8 P g 2 1 9 9 4 Private S t o r m S e w e r E a s e m e n t per Bk 2 0 1 8 P g 2 1 9 9 4 Public Utilit i e s E a s e m e n t per Bk 201 8 P g 2 2 2 3 0 Public W a t e r M a i n E a s e m e n t per Bk 2 0 1 8 P g 2 2 2 3 1 20 Ke t t l e v i e w , L L C (K- O F Z o n i n g ) Lush Properties, LLC (K-OF/PD-1 Zoning) 20 72,962 sq. ft 1.675 ACOUTLOT A 99,284 sq. ft 2.28 AC (K-OF/PD-1 Zoning) LOT 2 1037.211035.611032.0 0 1038.371035.32 Public Water Main Easementper Bk 2019 Pg 1137Private S a n i t a r y S e w e r E a s e m e n t per Bk 2 0 1 9 P g 1 1 3 9 Public Utilities E a s e m e n t per Bk 2019 Pg 1 1 3 8 15' Public Water Main Easement 15' Public Water Main EasementSE ENCOMPASS DR.PublicIngress/Egress Easementover all of Outlot A15' Pu bli c W a t e r M ai n E a s e m e n t Private Sanitary Sewer Easem e n tPrivate Access Easement20' Private Sanitary Sewer Easement Private Access Easeme n t 15' Public Water Main Easement 15' Public Water MainEasementPublic Ingress/Egress Easement over all of Outlot A SE EN C O M P A S S D R. 29. 0 29.0 5526 ' P r i v a t e A c c e s s E a s e m e n t 1 0 3 5 1 0 3 3 1034 103610371 0 3 7 1037103710371038 1 0 3 8 10381 0 3 9 1027 10301036.0029 20 ' P r i v a t e S t o r m S e w e r E a s e m e n t 20 ' P r i v a t e S t o r m S e w e r E a s e m e n t 20 29.0027.0055.0027.00174.92Temporary Grading EasementTe m p o r a r y G r a d i n g E a s e m e n t 8"8"8"8"8"8"6"6"6"8"8"8"8"8"8"3 6 " 3 0 "8"12" 24" 24" 15" 18" 12"8"18" 1 2 " 12" 30" 30" 30" 30" 30" 30" 8" 30" 12" 24" 24" 24" 24" 12" 24" 24" 15" 15"8"12" 24" 12" 12" 6"8"8"8"6"1038 1037 1036 104110401028102810241028 1032 1031.59 1036.30 1036.39 1025. 2 1 1031. 9 3 1030103310311026 1039103710351034103210331030102910271025102410221035 1033 1031 1028 10251026 10231024 1037 1038103810381039 1 0 3 9 1037 1039 1038 1 0 3 9 1 0 3 81037 103 7 1036 103610 3 61037103 6103510331031 1029 1 0 2 7 1034.6310 3 2 . 7 6 1031.0 0 1027.1216 " 1 6 " 1 6 " 1 6 " 1 6 " - PJJ RJA 04/09/2019 18-21452 ---- ----4 VICINITY MAP (NOT TO SCALE) Concrete Surface Rip Rap Existing Sanitary Sewer Line Existing Storm Sewer Line Existing Water Line Proposed Sanitary Sewer Line Proposed Storm Sewer Line Proposed Water Line Underground Electric Line Underground Fiber Optic Line Iron Monument Found Section Corner Found LEGEND THE SHOPS AT KETTLESTONE NORTH PLAT 7 21452 PPLAT3 THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE ISSUED SCHEDULE DESCRIPTION BY PROJECT NO. CAD FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. REVIEWED BY PROJECT SHEET TITLE 0 SCALE IN FEET 60 120 Transformer Gas Valve Light Pole Hand Hole Water Valve Hydrant Manhole/Catch Basin Post Existing Spot Elevation Existing Contour Proposed Contour 98 2 . 5 1020 SE 1/4 SEC. 4, TWP.78, RGE. 26 SITE Dallas County, IowaNW 1/4SE 1/4NE 1/4SE 1/4SE 1/4SE 1/4SW 1/4SE 1/4SE E s k e r D r .Crossing Dr.SE ParkviewGrand Prairie Parkway 4OF PRELIMINARY PLAT 4 WAUKEE IOWA PJJ 04/09/19 1ST CITY SUBMITTAL JW 05/03/19 2ND CITY SUBMITTAL JW LOT 1 THE SHOPS AT KETTLESTONE NORTH PLAT 7 05/21/19 3RD CITY SUBMITTAL JW 05/31/19 4TH CITY SUBMITTAL JW