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2017-11-20-J12 Spring Crest_Revised Prelim Plat
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: November 20, 2017 AGENDA ITEM: Consideration of approval of a resolution approving a revised preliminary plat for Spring Crest FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Spring Crest Partners, LLC, request approval of a revised preliminary plat for 93.56 acres of property located south of Hickman Road and west of Cedar Street and Spruce Street. The plat consists of 208 lots intended for single family homes and one outlot for future townhome development. The preliminary plat identifies that the property will be developed over the course of five phases. Extensions of 10th Street, 11th Street, Cedar Street, Spruce Street, and Maple Street will be required as part of the public improvements in addition to sanitary, water, and storm sewer improvements. 10th Street will be a four lane boulevard street in the future, however, at this time the developer is only required to construct the west two lanes of the street. The street will be widened by a City project in the future as traffic demands increase. The applicant proposes to dedicate Outlot P in the southwest corner of the development to the City to satisfy parkland dedication requirements. Outlot P is 5.15 acres in area which exceeds the minimum required dedication of 4.34 acres. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this request on November 14, 2017, and recommended approval subject to remaining staff comments. Approval of a revised Preliminary Plat for Spring Crest Senior Planner, Andy Kass, introduced the request for approval of a preliminary plat made by the applicant Spring Crest partners, LLC. The subject property is generally located south of Hickman Road and west of Cedar Street and Spruce Street. The property contains approximately 93.56 acres. Mr. Kass reminded the commission that they recently reviewed a rezoning request for portions of the property to allow for lots that are smaller than typical single family lots. Mr. Kass advised that the revised preliminary plat includes a total of 208 single family lots to be completed over the course of five phases and a total of 48 lots for rowhome development. Out lot x is for future development while out lots Y and Z are to be used for storm water detention. Out lot P will be dedicated to the City to satisfy parkland dedication requirements. Several street extensions will be made, including 10th Street, 11th Street, Cedar Street, Spruce Street, and Maple Street. Portions of each road will be constructed as each phase of the development is J12 completed. A 10 foot wide trail will be installed along the west side of 10th street, across out lot Y, and between lots 12 and 13 to provide pedestrian access to the parkland. The site will be serviced with Public utilities. At this time Staff feels comfortable with the proposal and would recommend approval of the revised preliminary plat for spring crest subject to remaining staff comments. • Commissioner Hoifeldt questioned if 10th street would be built to the full four lanes. Mr. Kass advised that the developer would only be required to construct the two left lanes at this time. • Commissioner Tietz questioned what the trigger would be for 10th street to become a boulevard. Mr. Kass advised that traffic counts and future development would lead the City to construct the right two lanes in the future. • Commissioner Hoifeldt questioned if the pond would dry or wet bottom detention, and if the City had thought about adding the water feature in the parkland. Mr. Kass advised that the two were under separate ownership. Currently the City lacks the appropriate staffing to maintain more ponds, but perhaps in the future something can be worked out with the developer to install a trail system around the pond in order to satisfy future parkland dedication. Commissioner Streit moved to approve the revised preliminary plat for Spring Crest. The motion was seconded by Commissioner Tietz. Ayes: Stonebrook, Streit, Hoifieldt, and Tietz. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: All comments appear to be addressed. Staff recommends approval. RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Preliminary Plat PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 17- APPROVING THE SPRING CREST PRELIMINARY PLAT (REVISED) 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 revised Preliminary Plat for Spring Crest on November 14, 2017, subject to remaining staff comments; AND, WHEREAS, the revised Preliminary Plat for Spring Crest 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 20th day of November, 2017, that the revised Preliminary Plat for Spring Crest be approved. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk ROLL CALL VOTE AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Brian Harrison Shelly Hughes Larry R. Lyon STAFF REPORT TO: Planning and Zoning Commission PREPARED BY: Andy Kass RE: Spring Crest – Revised Preliminary Plat DATE: November 14, 2017 GENERAL INFORMATION: Applicant: Spring Crest Partners, LLC Requested Action Preliminary Plat Approval Location and Size: Property is generally located south of Hickman Road, west of Cedar Street and Spruce Street, containing approximately 93.56 acres. LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped Neighborhood Residential R-2, PD-1/R-2, R-4 North Undeveloped / Future Deery Brothers Neighborhood Residential C-1 / R-4 South Vacant Neighborhood Residential A-1 East Single Family Residential Neighborhood Residential R-2 West Vacant Neighborhood Residential A-1 BACKGROUND: The commission recently reviewed a rezoning request for portions of the subject property to allow for lots that are smaller than typical single family lots. The revised preliminary plat has been submitted for review and approval to include the proposed lots within the area that was recommended to be rezoned by the Commission. The City Council will consider the rezoning for the third and final time on November 20, 2017. The first two considerations were approved. November 9, 2017 2 of 3 ABOVE: Aerial photo of proposed plat outlined in BBLLUUEE in relation to the surrounding properties Project Description: Lots: The revised preliminary plat includes a total of 208 single family lots to be completed over the course of five phases. The initial preliminary plat included 134 lots over four phases. The single-family lots have lot widths ranging from 55 feet to 81 feet. The lot sizes range from 7,150 square feet to 8,500 square feet. In addition to the single family lots, the preliminary plat identifies 48 lots for to be developed for rowhomes. The rowhome lots are 1,525 square feet in area and 25 feet wide. The minimum width requirement for rowhomes is 25 feet. Outlots X is for future development. With the current zoning, Outlots X could have townhomes developed on it. Outlots Y and Z are lots that will be used for storm water detention and will be owned and maintained by a homeowners association. Outlot P will be dedicated to the City to satisfy parkland dedication requirements. Streets: A number of street extensions will be completed as part of the overall development of the property, including 10th Street, 11th Street, Cedar Street, Spruce Street, and Maple Street. Portions of these roads will be constructed as each phase of the development is completed. 10th Street will be a four-lane boulevard street in the future, however, at this time the developer is only required to install the west two lanes of the street. The future widening of the road will be constructed as a City project. This section of 10th Street will connect with the portion to the north that will be constructed as part of the anticipated Deery Brothers car dealership. 11th November 9, 2017 3 of 3 Street and Maple Street will be 31 foot wide streets. Maple Street will be a joint project with the applicant and the property owner to the north. Cedar Street and Spruce Street will be 29 foot wide streets. A 10 foot wide trail will be installed along the west side of 10th Street. 10 foot wide trails will be provided across Outlot Y and between Lots 12 and 13 to provide pedestrian access to the parkland. All other sidewalks within the development will be 5 feet in width. Easements: Several easements are proposed within the plat based upon the location of proposed utilities. In addition, to easements for utilities the preliminary plat identifies proposed ingress/egress easements to provide access to the proposed lots. Utilities: Sanitary sewer for the first phase of the development will be accommodated by the existing sanitary sewers located on Spruce Street and Cedar Street. All remaining phases of development will be served by the Northwest Area Trunk Sewer that is currently under construction. This trunk sewer is slated for completed by fall of 2017. The sanitary sewer that will serve the townhomes will be privately owned and maintained. A 12-inch water main will be installed along 10th Street. 8-inch water main will be installed throughout the rest of the plat. The water main that will serve the townhomes will be privately owned and maintained. Storm water will be detained in the ponds located on Outlot Y and Z. The ultimate outlet will be to the south. Parkland Dedication: Based upon the number of lots indicated on the preliminary plat the required amount of parkland dedication is 4.34 acres. Outlot P which is 5.15 acres in area located in the southwest corner of the property has been identified that it will be dedicated to the City for parkland. STAFF RECOMMENDATION At this time Staff feels comfortable with the proposal and would recommend approval of the revised Preliminary Plat for Spring Crest subject to remaining staff comments. CITY OF WAUKEE Andy Kass, AICP Senior Planner ZONING:PD ZONI NG:PDZONING: R-4 ZONI NG: P DZONING:PD ZONING:R-2 ZONING:R-2 ZON ING :R -2 ZON ING :R -2 DATE OF SURVEY OWNER/DEVELOPER ZONING AREA SUMMARY PROPERTY DESCRIPTION NOTES BULK REGULATIONS AND SETBACKS CURVE TABLE CHORD BEARING/DISTANCETANGENTARC LENGTHRADIUSDELTACURVE NO. VICINITY MAP1"=500' LEGEND Features Irrigation Control Valve Sprinkler Head Mailbox Satellite Dish Sign Above Ground Storage Tank Underground Storage Tank Fence Post or Guard Post Gas Apparatus Gas Manhole Gas Valve Fiber Optic Handhole Fiber Optic Manhole Communication Handhole Communication Manhole Communication Pedestal Traffic Sign Electric Transformer Electric Box Yard Light Street Light Utility Pole with Transformer Utility Pole with Light Guy Anchor Utility Pole Well Water Service Valve Water Main Valve Fire Hydrant on Building Fire Hydrant Field Tile Intake Double Storm Sewer Intake Single Storm Sewer Intake Storm Manhole Storm Sewer with Size Sanitary Manhole (*) Denotes the survey quality service level for utilities Test Hole Location for SUE w/ID Duct Bank Sanitary Sewer with Size Water Main with Size High Pressure Gas Main with Size Gas Main with Size Overhead Electric Underground Electric Fiber Optic Overhead Communication Communication Coniferous Tree or Shrub Deciduous Tree or Shrub Tree Stump Tree Line Fence (Silt) Fence (Wood) Fence (Chain Link) Fence (Barbed, Field, Hog) Contour Elevation Spot Elevation 93.0 12" ST Existing 8" W(*) 8" S(*) 4" G(*) 4" HPG(*) C(*) OC(*) FO(*) E(*) OE(*) DUCT(*) G G AST UST G EB W 1 93 ICV SH I UTILITY WARNING THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION UTILITY QUALITY SERVICE LEVELS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINEDQUALITY LEVEL (A) SUBSURFACE UTILITIES. GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE QUALITY LEVEL (B) QUALITY D INFORMATION. UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND QUALITY LEVEL (C) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS.QUALITY LEVEL (D) APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD. QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN PROJECT LOCATION 93.56 AC. SEPTEMBER 16, 2016 HICKMAN RD MAPLE ST CEDAR ST SPRUCE ST NORTHVIEW DRASHWORTH DRBENCHMARKS IARTN DERIVED - US SURVEY FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET IOWA STATE PLANE SOUTH COORDINATE SYSTEM CONTROL POINTS BM1 CP4 CP3 CP2 CP1 WITH NORTH 1/4 CORNER OF SECTION, NORTHWEST OF SITE. IOWA DOT ALUMINUM MONUMENT SOUTH OF HIGHWAY 6 IN LINE N=588428.84 E=1530732.77 THEAST CORNER OF SITE. MAG NAIL IN ASPHALT ON WEST SIDE OF 10TH STREET, NOR N=587886.78 E=1533378.54 PAVEMENT, SOUTHEAST CORNER OF SITE. 1/2" REBAR WITH ORANGE CAP AT WEST END OF CEDAR STREET N=586456.49 E=1533349.96 29 OF SOUTHVIEW ESTATES, SOUTHEAST CORNER OF SITE. 1/2" REBAR WITH YELLOW CAP AT NORTHWEST CORNER OF LOT N=586093.79 E=1533347.30 SOUTH OF LIGHT POLE, SOUTHEAST OF SITE. BURY BOLT ON HYDRANT ON SOUTH SIDE OF CEDAR STREET ELEV=1035.08 UTILITY CONTACT INFORMATION SYSTEM, TICKET NUMBER 551604197. RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS NO RESPONSE CLEAR PER MAP CLEAR PER MAP CLEAR PER MAP C2-COMMUNICATION C1-COMMUNICATION OE1-OVERHEAD ELECTRIC E1-ELECTRIC S-SANITARY SEWER W1-WATER G1-GAS 1 1500'C2 900.00'129.89'65.06'129.78' C1 900.00'129.03'64.63'128.92' PLAT 5 PLAT 4 PLAT 2 PLAT 1 DALLAS COUNTY RECORDER'S OFFICE AND CONTAINING 93.56 ACRES (4,075,350 S.F.). OFFICE AND EXCEPT A CONDEMNATION PLAT RECORDED IN BOOK 10, PAGE 260 OF SAID ACQUISITION PLAT FILED IN BOOK 1998, PAGE 60 OF SAID DALLAS COUNTY RECORDER'S 2016, PAGE 24530 OF THE DALLAS COUNTY RECORDER'S OFFICE AND EXCEPT AN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA, EXCEPT PARCEL 17-140 AS FILED IN BOOK 1/4 OF SECTION 32, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., BEING IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 AND THE NORTHEAST 1/4 OF THE NORTHEAST OUTLOT P OUTLOT Y OUTLOT Z PHONE: 515-986-5994 CONTACT: NICK HALFHILL CLIVE, IA 50325 9550 HICKMAN RD, SUITE 100 SPRING CREST PARTNERS LLC joni.mccabe@consolidated.com 517-387-1770 JONI MCCABE CONSOLIDATED COMMUNICATIONS lvandee@xeniawater.org 515-676-2117 LAIRD VAN ZEE XENIA RURAL WATER DISTRICT keith.good@nngco.com 515-202-5067 KEITH GOOD NORTHERN NATURAL GAS COMPANY clark.lundy@upnllc.com 515-321-3336 CLARK LUNDY UNITE PRIVATE NETWORKS thomas.sturmer@centurylink.com 720-578-8090 TOM STURMER CENTURYLINK pmay@mediacomcc.com 515-246-2252 PAUL MAY MEDIACOM COMMUNICATIONS MECDSMDesignLocates@midamerican.com 515-252-6632 CRAIG RANFELD MIDAMERICAN ENERGY troyer@waukee.org 515-978-7920 TIM ROYER CITY OF WAUKEE CORPORATE LIMITS CORPORATE LIMITSCORPORATE LIMITSOF ANY PLAT BEYOND PLAT 2 OF THE DEVELOPMENT. 4. 10TH STREET IS REQUIRED TO BE EXTENDED TO HICKMAN ROAD PRIOR TO APPROVAL ASSOCIATION. 3. OUTLOT"Y" AND "Z" TO BE OWNED AND MAINTAINED BY THE HOME OWNERS IMPROVEMENTS AND THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS. CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC 2. CONSTRUCTION OF STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE MEETING WITH THE CITY IS REQUIRED. 1. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION PLAT 3 EXISTING: R-4,R-2 & PD MINIMUM LOT 7,150SF SINGLE FAMILY REAR YARD 30 FEET SIDE YARD 5 FEET 10 FEET TOTAL FRONT YARD 30 FEET MINIMUM LOT WIDTH 55 FEET R-2 UNDERLYING ZONING PD REAR YARD 30 FEET SIDE YARD 7 FEET MINIMUM ONE SIDE 15 FEET TOTAL FRONT YARD 30 FEET MINIMUM LOT WIDTH 20 FEET PER UNIT 75' OVERALL MINIMUM LOT AREA 3500 SF R-4 MINIMUM LOT 8,000SF SINGLE FAMILY MINIMUM LOT 10,000SF 2 FAMILY REAR YARD 30 FEET SIDE YARD 7 FEET FRONT YARD 30 FEET MINIMUM LOT WIDTH 65 FEET R-2 INDEX OF SHEETS 55' LOT LAYOUT EXHIBIT LANDSCAPE PLAN GRADING PLAN STORM SEWER PLAN WATER AND SANITARY SEWER PLAN LAYOUT PLAN TITLE SHEET SHEETS 1-5 AND 7 Date IOWALICENSEDPROFESSIO N ALEN GI NEERLicense Number Pages or sheets covered by this seal: My License Renewal Date is December 31, 2017 18954 18954 CANNON ERIC D.Eric D. Cannon, P.E. under the laws of the State of Iowa. licensed Professional Engineer supervision and that I am a duly by me or under my direct personal engineering document was prepared I hereby certify that this REVISED PRELIMINARY PLAT - TITLE SHEETREVISED PRELIMINARY PLAT SPRING CREST 7-8. 6. 5. 4. 3. 2. 1. BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:50011/7/201710:03:53 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP01_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM 74' LOTS 70' LOTS 65' LOTS 65' LOTS 55' LOTS 55' LOTS 75' LOTS70' LOTS65' LOTS65' LOTS55' LOTS55' LOTS70 ' LOTS PLAT 2 PLAT 4 PLAT 5 PLAT 1 70' LOTS 70' LOTS 70' L O T S 65' LOTS 65 ' LOTS 75' LOTSPLAT 3 ZONING:PD ZONI NG:PDZONING: R-4 ZONI NG:PDZONING:PD ZONING:R-2 ZONING:R-2 ZO N IN G :R -2 ZON ING :R -2 OUTLOT "X" C CC C CC C BM1 CP1 CP2 Inv=1022.62 8" PVC E Rim=1034.04 Inv=1029.94 8" PVC E Rim=1033.55 Inv=1023.06 8" PVC E Rim=1034.78 Inv=1022.70 8" PVC E Rim=1034.42 Concrete Concrete HouseHouseI I I I I EB EB TS ECURPS CEDAR ST CEDAR ST 10TH STREET10TH 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8"W8"W8"W8"W12"W12"W12"W12"W12"W8"W 8"W 36"ST48"ST 2 4 "ST 15"ST 8"W8"S8"S8"SST24"ST24"12"SST24"12"S16 G ST ST ST ST S S SSSST 15"ST 15"ST 15"ST15"ST15"ST 15"ST15"ST 15"ST8"S 8"S 8"S 8"S 8"S15"ST8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"S TS ECURPS T S R A D E C 11TH STREETSPRUCE ST 8"W 8"S 8"S 100YR=1022.31 100YR=1022.31 Normal Pool=1016.00 Normal Pool=1016.00 Turn AroundPlat 1 TemporaryTurn AroundPlat 1 TemporaryTurn Around Plat 1 Temporary Normal Pool=1024.00 100YR=1027.00 100YR=1032.5636"ST30"ST15"ST 12"S8"WTurn Around Tem porary Turn Around Tem porary Turn AroundTemporary 10' Trail for Parkland Access 10' Trail for Parkland Access 10' TRAIL10' TRAIL10' TRAILLIART '01LIART '01LIART '01LIART '01Turn AroundTemporaryTurn AroundTemporary12"STurn AroundTemporaryTurn AroundTemporary18"ST1 8 "ST 8"S8"SLO CU ST STLOCUST ST 8"S 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92.00'70.00'70.00'78.02'130.00'130.00'130.00'70.00'70.00'78.01'105.00'105.00'131.65'131.12'130.59'130.00'130.00'130.00'97.09'105.00'101.20'122.80' 6 6 .5 0' 2,642.95' 1,324.17' 1,321.67' 429.83' 856.52'C2 6.18'C1 201.24' 1,774.52'OUTLOT"Y" OUTLOT"Z" 5.15AC 2.52AC 4.10AC364.26'617.75'364.14'615.00'375.82'244.94'121.17'366.71'413.62'409.67' 862.10' 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback kcabteS gnidliuB '03 kcabteS gni dliuB ' 03 kcabteS gnidliu B '0 3 kc abte S g nidliu B '0 3 kcabteS gnidliuB '03kcabteS gnidliuB '03 kcabteS gnidliuB '0 330' Building Setback30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback30' Building SetbackkcabteS gnidliuB '0330' Building Setback30' Building Setback kcabteS gnidliuB '0330' Building Setback30' Building Setback173.05'8 1. 2 2' 8 9 . 5 6'147.58'74.00'74.00'74.00'74.00'74.00'74.00'80.00'80.00'74.00'74.00'74.00'74.00' 74.98'74.00'74.00'74.00'74.00'74.00'80.00'80.00'74.00'74.00'74.00'74.00' 103.36' 80.10'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'67.42'65.00' 65.00'130.00'65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 66.43'130.00'65.00' 65.98'65.00' 65.00'130.00'65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00'130.95'64.01'63.83'63.83' 63.83 '69.44'70.04'69.05'68.28'134.54'140.83'149.87'79 .23 ' 131.49' 63.19'62.83'62.83'130.00'130.00'130.00'67.92'68.43'68.43' 92 .83 '83 .91 '130.00'68.43'68.43'68.43'68.43'68.04'63.16'63.09'63.09'63.09' 6 3 . 0 9' 63 .09' 63 .07 '61.56'62.83'62.83'62.83'130.00'130.00'130.00'6 9 . 1 2'62.83'62.48'66.09'71.22'71.22'71.22' 7 1 . 2 2' 71 .22' 71.19 '76.20'130.14'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'10 7 .4 9' 6 8 .77'63.83'63.83'63.83'63.83'63.78'64.65'70.93'70.93'70.93' 7 0 .9 3' 70 .95 ' 75.69'52.16'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'7 7 .6 1'81.07'81.01'81.07'81.07'74.47'74.37'74.29'74.29' 7 4 . 2 9' 71 .88' 68 .43 '68.38 '68.43'53.89' 99.22'75.74'76.47'77.73'83.45' 8 1. 5 6'81.56'81.56'81.64'80.97'72.77'72.77'72.72'72.77' 118 .99'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'183.02'164.03'150.36'140.80'135.22'1234 5 6 7 8 10111223 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 78910111213141516171819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12345678910111213141516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 151.09'51.48'51.77'52.39'53.20'58.41'65.35'68.86'68.86'68.86'68.86'68.81'66.16'61.22'64.89'64.87'64.87' 6 4 . 8 7' 64 .87 ' 64.87 '97.66' 58.19' 61 .24 ' 6 1 .2 2'61.22'61.22'171.44'168.01'162.74'155.61'146.55'135.91'130.23'130.00'130.00'130.00'130.00'130.00'130.00'62.09'62.26'62.09'62.09' 6 2.0 9' 56.13' 5 4.5 8'54.59'54.58'54.58' 5 4 . 5 8' 54 .58 ' 54.58 '54.79'54.88'54.88'54.88'54.88' 5 4. 8 8' 54.88' 61.11'64. 0 7'64.63'64.63' 64 .63' 64.63 '136.65'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'50.3 3'61.81'61.81'61.81' 6 1. 8 1' 61.81' 53.56' 5 0.85'51.30'51.30' 5 1 .3 0' 51.30 '79.83' 64.73' 63.50' 2 3 4 5 6 7 8 9 10 11 12 13 14 40.58'30' Building Setback 30' Building Setback 56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.98'55.00'55.00'55.00'130.00'130.00'130.00'130.00'130.00'63.00'63.00'55.00'130.00'63.00'63.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'55.00'55.00'55.00'55.00'63.02'60.18'130.00'131.48'130.00'56.00'55.00'55.00'55.00'90.67'63.00' 40.38'113.33'55.00'55.00'55.00'63.00'63.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'63.00'63.00'55.00'130.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00' 56.98' 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 25' Landscape Buffer Easement25' Landscape Buffer Easement30' Building Setback30' Building Setback30' Building Setback30' Building Setback25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52tnemesaE reffuB epacsdnaL '52OUTLOT "P"kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '0330' Storm Sewer Easement30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 20' Drainage and Storm Sewer Easement 30' Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD ' 02 20' Drainage and Storm Sewer Easement 20' Drainage and Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD '02 Easement 15 ' Sanitary Sewer E a sem en t15' S a n ita ry S ew e r 30' Drainage and Storm Sewer EasementROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW70'B/B31'B/B29'ROW60'ROW60'B/B29'120' ROW 60'60' B/B 26' B/B 26' 120' ROW60' 60'B/B2 6'B/B2 6' ROW 70 'B /B 31 ' 35' 1/2 ROW 35'70' ROWB /B 3 1' ROW 7 0'tnemesaE reffuB epacsdnaL '52B/B29'ROW60'B/B29'ROW60'(TO BE DEDICATED TO THE CITY OF WAUKEE FOR PARKLAND) E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer Easement15' Sanitary Sewer 15' Storm Sewer Easement15' Storm Sewer Easement30' Sanitary Sewer Easement Easement Temporary Construction Temporary Construction Easement Temporary Construction Easement MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1035.25 MPE=1035.25 MPE=1035.25 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50 EasementTurn AroundTemporaryEasementTurn AroundTemporaryEasementTurn AroundTemporaryEas em entTurn Ar ound Tempor ar y Eas e me ntTurn Ar ound Tempor ar y Easement Turnaround Temporary 31' B/BB /B 26 '78' ROWB/B26'31' B/B MPE=1024.50MPE=1024.50MPE=1024.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1035.25 9 MPE=1034.00 MPE=1034.00 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 20' Trail Easement 20' Trail Easement 67.00' 5' Sanitary Sewer Easement 5' Sanitary Sewer Easement15' Storm Sewer EasementE a sem e n t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 8514SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8616SF 8799SF 9140SF 9671SF 18637SF 8625SF 8625SF 8625SF 8625SF 8619SF 8502SF 8592SF 8592SF 8592SF 8592SF 8595SF 8704SF 11830SF 11829SF8956SF 8728SF 8732SF 8732SF 8732SF 8732SF 8732SF 8402SF 8485SF 8533SF 8533SF 8533SF 8533SF 12758SF 13351SF 8532SF 8533SF8522SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8700SF 9478SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9282SF 9329SF 13716SF 9332SF 9332SF 9332SF 9332SF 9236SF 9212SF 9212SF 9212SF 9212SF 9212SF 9212SF 9215SF 9295SF 11894SF 11828SF 11826SF 9100SF 9100SF 10143SF 10142SF9100SF9100SF11826SF 12010SF 9197SF 9160SF 10163SF12780SF9911SF10476SF 11368SF 13257SF 10132SF 10132SF 10132SF 10142SF 10105SF 10001SF 10001SF 9994SF 10001SF 14007SF 13904SF 9684SF Easement Turnaround Temporary Easement Turnaround Temporary 30' Drainage & Storm Sewer Easement tnemesaE reweS yrati naS ' 51 tnemesaE reweS yratinaS ' 01 Easement Turnaround Temporary Easement Turnaround Temporary Storm Sewer Easement 30' Public Utility,Drainage and 10' Public Utility Easement 10' Public Utility Easement tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01 tnemesaE ytilitU cilbuP '0120' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tne mesaE y tili t U cilbuP '01tnemesaE ytilitU cilbuP '01 7344SF 7280SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 8217SF 11911SF 7344SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7273SF 21072SF 16592SF 9755SF 9651SF 9403SF 9082SF 8660SF 8018SF 7924SF 7769SF 7766SF 7766SF 7766SF 7766SF 7766SF 10868SF 7539SF 7539SF 7539SF 7539SF 7473SF 7455SF 7586SF 7586SF 7586SF 7586SF 7586SF 7663SF 8526SF12803SF 11969SF 3435363738394041424344454647484950515253 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 10' Public Utility Easement tnemesaE reffuB epacsdnaL '52tnemesaE reffuB epa c sdnaL '5 2 73 Easement 25' Storm Sewer Easement 25' Storm Sewer 25' Storm Sewer Easement 21.07 AC Easement Surface Water Flowage EasementSurface Water Flowage Easement Surface Water Flowage Easement Flowage Surface Water 9620SF 9620SF 9620SF 9620SF 9620SF 10400SF 10400SF 9620SF 9620SF 9620SF 9621SF 30' Storm Sewer Easement ROW60'B/B29'ROW60'B/B29' BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:10011/7/201710:03:54 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP02_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM0 SCALE (FEET) 100 2 2100'ZONING=AGNE SEPHILLIPS-HAMILTON INC ZONING=AGPARCEL 17-67 NW SW RMCA, LLC ZONING=R2895 SPRUCE ST WAUKEE CARAVAN, RONALD E & AMBER R J ZONING=R2890 SPRUCE ST WAUKEE COLFAX APARTMENTS LIMITED ZONING=R2895 CEDAR ST WAUKEE BOENDER, JOHN & LORETTA JTRS ZONING=R2 890 CEDAR ST WAUKEE FOULKE, DARYLE & JENNIFER ZONING=R2PARCEL A NW1/4 WALNUT COVE LLC ZONING=R2 490 9TH ST WAUKEE BRUECKEN, JOHN F & DIANE J ZONING=R2470 9TH ST WAUKEE HAGUE, H DALE & WILMA J JTRS ZONING=R2420 9TH ST WAUKEE CORNELISON, LARRY & DENISE J ZONING=R2410 9TH ST WAUKEE VELLINGA, LANE MICHAEL & KELLI ZONING=R2350 9TH ST WAUKEE RAUSCH, JACOB P ZONING=R2 960 M APLE ST W AUKEE DLUHOS, KAREN MARIE ZONING=R2945 MAPLE ST WAUKEE HENNING, ERIC S & KAITLYN M JT ZONING=AGSE NWLEACH FAMILY FARMS INCZONING=AGNE NWLEACH FAMILY FARMS INCZONING=AGNE SWPHILLIPS-HAMILTON INCZONING=AGNW SEPHILLIPS-HAMILTON INC ZONING=AG NW NE COPELAND, RALPH C TRUST 1/4/19 ESTELLA L & J HARRY COPELAND T ZONING=C1 PARCEL 17-140 DEERY, DEERY & DEERY, LLC CORPORATE LIMITS CORPORATE LIMITS CORPORATE LIMITSCORPORATE LIMITSCORPORATE LIMITSREVISED PRELIMINARY PLAT - LAYOUT PLAN 1014 10151016 10161017 10171018 10191019 10191019 101910191020102010201020 10201020 10201020 1020 10211021 10211021 10211021 10211021 10221022 102210221022 1 0 2 2 1022 10221022 1 0 2 2 1022 1023 10231023102310231023 1023 1023 1023 10231023 10231023 10241024 102410241024102410241024 10241024 102410241024 10241024102410 2 5 1 0 2 5 102510251025102510251 0 2 5 10251025 1025 1025 1025 10 2 51025102510251025 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10351035103510351035103510351035103510351035103510351035 1035 103 5 1035103510351035 10351035 1035 1035 103510351035 10351035 1035 10351035103510 3 5 1035 1035 103510351035103510351035103510351035103510351035 1035103510 35103510351035 10 3 5 10351 0 3 51035103510351035 1035103510351035 1035103510351035 1035 10361036103610361 0 3 6 103610361036 103610361036 103610361036 1036 1036 103610361036 10361036 1036 103610361036 1036 103610361036 10361036 1036 1036 1036 10 3 7 10 3 7 1037 10371037 1037 1037 1037 1038 103810381039 10391040 10401003 1003 100310051005 1005 100510101010 1010 101010111011 1011 10111011101110151015 1015 10151015101510161017 10181019 101910191020 1020 1020 1020 1020102010201021 1022 10231023102310231023 10231024 1024102410241024102410241024 1024 102410251 02 51025102510251025 1025 10251025 102510251026 1026 1026 1026 10 2 6 102610 2 6 1026102610261026 10 2 6 10261026 10271027 1027 1027 1027 1027 10271 0 2 7 10 2 7 10271 0 2 7102710271027102710271027 1027 1027 1028 1028 10 2 81028 1028 10281028 102810 2 8 10 2 8 102810 2 810281028 1028 10281 0 2 8 10281028 10281028 1028 1028 1029 1029 1029 1029 1029 1029 1029 1029 102 9 1029 1029 10 2 9 10 2 9 1029 1 0 2 9 102910291029 1029 10291029 10291 0 2 9 102910291029 10291029 1029 1029 1030 1030 1030 10301030 10301030 10301030 1030 1030 10 3 0 103010301030 1030 10301030 1030 1030 10301030 1030 1030 1030 1 03 01030 1030 1030 1030 1030 1030 1 0 3 0 1030 10301031 1031 1031 1031 10311031 1031103110311031 10311031 1 0 3 110311031 10311031 1031 1 0 3 11031 1031 10311031103110311031 103110 3 1 10311031 103110311031 1031 1031 1 0 3 1 1031 1031 1031 10 3 1 1 0 3 1 1 0 3 11032 1032 1032 1032 1032 1032103210321032 1032 1032 10321032 1032 10321032103210321032 10321 0 3 2 10321032 1 0 3 2 103 21 032 10321032 1032 1032 10 32 10321032 103210321032103210321032 10 3 21032 10321032 10321032 1032 1 0 3 2 1032 10 321033 1033 10331033103 3 103310331033 1033 1033 1 0 3 3 1033 10331033 1033 1033103310331033 1033 103310331033 1033 10 33103310331033 1033 1033103310331033 10331033 1033103310 3310331033 1033 1 0 3 3 1033 1034 1034 1034 1034103410341034 1034 1034 1 0 3 4 1034 10341034 1034 1034 1034103410341034 103410341034 1034 1034 1034 1 0 3 4 1034 1034103410341034 1035 1035 10351035 1035 1035 1 0 3 5 1035103510351035103510351035 1035 103510351035 10351035 1035 1035 1 0 3 5 1035 103510 3 6 1036 1036 10361036 10361036 1036 1036 1036 1036 1037 10371037 10371037 74' LOTS 70' LOTS 65' LOTS 65' LOTS 55' LOTS 55' LOTS 75' LOTS70' LOTS65' LOTS65' LOTS55' LOTS55' LOTS70 ' LOTS PLAT 2 PLAT 4 PLAT 5 PLAT 1 70' LOTS 70' LOTS 70' L O T S 65' LOTS 65 ' LOTS 75' LOTSPLAT 3 ZONING:PD ZONI NG:PDZONING: R-4 ZONI NG:PDZONING:PD ZONING:R-2 ZONING:R-2 ZO N IN G :R -2 ZON ING :R -2 OUTLOT "X"100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+00300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 3 12+ 0 0 313+00314+00315+00316+003 1 7 +0 0 318+00319+00320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00213+00214+002 15 +0 0 2 1 6 +0 0 217+00218+00219+00220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 1 2,642.95' 1,324.17' 1,321.67' 429.83' 856.52'C2 6.18'C1 201.24' 1,774.52'OUTLOT"Y" OUTLOT"Z" 5.15AC 2.52AC 4.10AC 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback kcabteS gnidliuB '03 kcabteS gni dliuB ' 03 kcabteS gnidliu B '0 3 kc abte S g nidliu B '0 3 kcabteS gnidliuB '03kcabteS gnidliuB '03 kcabteS gnidliuB '0 330' Building Setback30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback30' Building SetbackkcabteS gnidliuB '0330' Building Setback30' Building Setback kcabteS gnidliuB '0330' Building Setback30' Building Setback1234 5 6 7 8 10111223 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 78910111213141516171819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12345678910111213141516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 12 3 4 5 6 7 8 9 10 11 12 13 14 30' Building Setback 30' Building Setback 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 25' Landscape Buffer Easement25' Landscape Buffer Easement30' Building Setback30' Building Setback30' Building Setback30' Building Setback25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52tnemesaE reffuB epacsdnaL '52OUTLOT "P"kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '0330' Storm Sewer Easement30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 20' Drainage and Storm Sewer Easement 30' Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD ' 02 20' Drainage and Storm Sewer Easement 20' Drainage and Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD '02 Easement 15 ' Sanitary Sewer E a sem en t15' S a n ita ry S ew e r 30' Drainage and Storm Sewer EasementROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW70'B/B31'B/B29'ROW60'ROW60'B/B29'120' ROW 60'60' B/B 26' B/B 26' 120' ROW60' 60'B/B2 6'B/B2 6' ROW 70 'B /B 31 ' 35' 1/2 ROW 35'70' ROWB /B 3 1' ROW 7 0'tnemesaE reffuB epacsdnaL '52B/B29'ROW60'B/B29'ROW60'(TO BE DEDICATED TO THE CITY OF WAUKEE FOR PARKLAND) E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer Easement15' Sanitary Sewer 15' Storm Sewer Easement15' Storm Sewer Easement30' Sanitary Sewer Easement Easement Temporary Construction Temporary Construction Easement Temporary Construction Easement MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1035.25 MPE=1035.25 MPE=1035.25 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50 EasementTurn AroundTemporaryEasementTurn AroundTemporaryEasementTurn AroundTemporaryEas em entTurn Ar ound Tempor ar y Eas e me ntTurn Ar ound Tempor ar y Easement Turnaround Temporary 31' B/BB /B 26 '78' ROWB/B26'31' B/B MPE=1024.50MPE=1024.50MPE=1024.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1035.25 9 MPE=1034.00 MPE=1034.00 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 20' Trail Easement 20' Trail Easement 5' Sanitary Sewer Easement 5' Sanitary Sewer Easement15' Storm Sewer EasementE a sem e n t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 8514SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8616SF 8799SF 9140SF 9671SF 18637SF 8625SF 8625SF 8625SF 8625SF 8619SF 8502SF 8592SF 8592SF 8592SF 8592SF 8595SF 8704SF 11830SF 11829SF8956SF 8728SF 8732SF 8732SF 8732SF 8732SF 8732SF 8402SF 8485SF 8533SF 8533SF 8533SF 8533SF 12758SF 13351SF 8532SF 8533SF8522SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8700SF 9478SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9282SF 9329SF 13716SF 9332SF 9332SF 9332SF 9332SF 9236SF 9212SF 9212SF 9212SF 9212SF 9212SF 9212SF 9215SF 9295SF 11894SF 11828SF 11826SF 9100SF 9100SF 10143SF 10142SF9100SF9100SF11826SF 12010SF 9197SF 9160SF 10163SF12780SF9911SF10476SF 11368SF 13257SF 10132SF 10132SF 10132SF 10142SF 10105SF 10001SF 10001SF 9994SF 10001SF 14007SF 13904SF 9684SF Easement Turnaround Temporary Easement Turnaround Temporary 30' Drainage & Storm Sewer Easement tnemesaE reweS yrati naS ' 51 tnemesaE reweS yratinaS ' 01 Easement Turnaround Temporary Easement Turnaround Temporary Storm Sewer Easement 30' Public Utility,Drainage and 10' Public Utility Easement 10' Public Utility Easement tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01 tnemesaE ytilitU cilbuP '0120' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tne mesaE y tili t U cilbuP '01tnemesaE ytilitU cilbuP '01 7344SF 7280SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 8217SF 11911SF 7344SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7273SF 21072SF 16592SF 9755SF 9651SF 9403SF 9082SF 8660SF 8018SF 7924SF 7769SF 7766SF 7766SF 7766SF 7766SF 7766SF 10868SF 7539SF 7539SF 7539SF 7539SF 7473SF 7455SF 7586SF 7586SF 7586SF 7586SF 7586SF 7663SF 8526SF12803SF 11969SF 3435363738394041424344454647484950515253 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 10' Public Utility Easement tnemesaE reffuB epacsdnaL '52tnemesaE reffuB epa c sdnaL '5 2 73 Easement 25' Storm Sewer Easement 25' Storm Sewer 25' Storm Sewer Easement 21.07 AC Easement Surface Water Flowage EasementSurface Water Flowage Easement Surface Water Flowage Easement Flowage Surface Water 9620SF 9620SF 9620SF 9620SF 9620SF 10400SF 10400SF 9620SF 9620SF 9620SF 9621SF 30' Storm Sewer Easement ROW60'B/B29'ROW60'B/B29'C CC C CC C BM1 CP1 CP2 Inv=1022.62 8" PVC E Rim=1034.04 Inv=1029.94 8" PVC E Rim=1033.55 Inv=1023.06 8" PVC E Rim=1034.78 Inv=1022.70 8" PVC E Rim=1034.42 Concrete Concrete HouseHouseI I I I I EB EB TS ECURPS CEDAR ST CEDAR ST 10TH STREET10TH STREET10TH STREET11TH STREET11TH STREETMAPLE STREET MAPLE STREET G G 12"S12"S12"S12"S12"S8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S8 "S8"S8"S8"S8 "S 8"S 8"S8"S8 "S 8"S 8"S 8"S8"S8"S 8"S 8"S 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8" W 8"W8"W 8"W 8" W 8"W 8"W 8"W8"W8"W8"W12"W12"W12"W12"W12"W8"W 8"W 8"W8"S8"S8"S12"S12"S16 G ST ST ST ST S S SSSST 15"ST 15"ST 15"ST15"ST15"ST 15"ST15"ST 15"ST8"S 8"S 8"S 8"S 8"S15"ST8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"S TS ECURPS T S R A D E C 11TH STREETSPRUCE ST 8"W 8"S 8"S 100YR=1022.31 100YR=1022.31 Normal Pool=1016.00 Normal Pool=1016.00 Turn AroundPlat 1 TemporaryTurn AroundPlat 1 TemporaryTurn Around Plat 1 Temporary Normal Pool=1024.00 100YR=1027.00 100YR=1032.5612"S8"WTurn Around Tem porary Turn Around Tem porary Turn AroundTemporary 10' TRAIL10' TRAIL10' TRAILLIART '01LIART '01LIART '01LIART '01Turn AroundTemporaryTurn AroundTemporary12"STurn AroundTemporaryTurn AroundTemporary8"S8"SLO CU ST STLOCUST ST 8"S 12"W12"W BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:10011/7/201710:03:56 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP03_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM3 3100'CORPORATE LIMITSCORPORATE LIMITSCORPORATE LIMITS CORPORATE LIMITS CORPORATE LIMITSCORPORATE LIMITSCORPORATE LIMITSCORPORATE LIMITS CORPORATE LIMITS CORPORATE LIMITS0 SCALE (FEET) 100 HAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT SANITARY SEWER TO BE INSTALLED TO DEERY BROTHERS HAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT SANITARY SEWER TO BE INSTALLED TO DEERY BROTHERS REVISED PRELIMINARY PLAT - WATER AND SANITARY SEWER PLAN 1014 10151016 10161017 10171018 10191019 10191019 101910191020102010201020 10201020 10201020 1020 10211021 10211021 10211021 10211021 10221022 102210221022 1 0 2 2 1022 10221022 1 0 2 2 1022 1023 10231023102310231023 1023 1023 1023 10231023 10231023 10241024 102410241024102410241024 10241024 102410241024 10241024102410 2 5 1 0 2 5 102510251025102510251 0 2 5 10251025 1025 1025 1025 10 2 51025102510251025 10251025102510251025 1025 1 025 1025 10251025102510251025 10261026 1026102610261 0 2 6 1026 1026 1 0 2 6 102610261 0 2 61026 1026102610261 0 2 6 1026 102610261 0 2 61026102710271027102710271 0 2 710271027 10 2 7 1 0 2 7 1027 10271027102710271027 10271027102710271027 10271027 1027 10 2 810281028 10281028102810281028 102810281 0 2 8 1028 102810 2 8 1028 1 0 2 8 10 2 8 102810281028102810281028 102810281028 1028 1028 1028 102910 2 91029 102910291 0 2 910291029 1 0 2 9 10291029 1029 102910291029 1029 1029 10291029102910291 0 2 9 1029 102910291029 102910291029 1029103010301030 10 3 01030 1030103010301 0 3 010301030 10 3 0 1030 103010301030103010 3 0 1030103010301030103010301030 1030 1030 10301030103010301030103010301030 1030 103010301030 1030 103010301031 10311031 10 3 11031 1031103110311 0 3 1 1 0 3 1 1 0 3 1103110311031103110 3 1 1031 1031 10311031 1031103 1 1031103110311031103110311031 10311031 10311031103110311 0 3 1 1031 1032 103210321032 1 0 3 2 103210321032103210321032 1032 10321032103210321032 1032 103210321032 103210321032 1 0 3 2 1032 1032 1032 103210 3 2 10321 0 3 2 103210321032103210321 0 3 2 1032 103210321032103210321032 1032 1032 103210321032 103210321032103210321032 1032 10321 0 3 2 1032 1032 103210331033 1033 1033 1033 10331033103310331 0 3 3 1033 10331033103310331033 1033 10331033103310331033 1033 103310331033103310331033 1033 1033103310331033 1033 1033 10331033103310331033 1033 1033 103310331033103310331033 1033 1033103310331033 10331033103310331033103310331033 10331033 1033103310331033 1033 1033 1033 103310331033 1033103410341034 1034 1034103410341 0 3 4 103410341034 103410341034103410 3 4 1034103410341034 1034 103410341034 1034 10341034 1034 1034 1034103410341034103410341034 10341 0 3 4 1034 1034 10341034103410341034 1034 1034 1034103410341034 103410341034103410341034 10341034103410341034 1 0 3 41034103410341034 103410341034 1034 1034 1034 1034 1034 103510351035103510351035103510351035103510 3 5 10351035103510351035103510351035103510351035103510351035 1035 103 5 1035103510351035 10351035 1035 1035 103510351035 10351035 1035 10351035103510 3 5 1035 1035 103510351035103510351035103510351035103510351035 1035103510 35103510351035 10 3 5 10351 0 3 51035103510351035 1035103510351035 1035103510351035 1035 10361036103610361 0 3 6 103610361036 103610361036 103610361036 1036 1036 103610361036 10361036 1036 103610361036 1036 103610361036 10361036 1036 1036 1036 10 3 7 10 3 7 1037 10371037 1037 1037 1037 1038 103810381039 10391040 10401003 1003 100310051005 1005 100510101010 1010 101010111011 1011 10111011101110151015 1015 10151015101510161017 10181019 101910191020 1020 1020 1020 1020102010201021 1022 10231023102310231023 10231024 1024102410241024102410241024 1024 102410251 02 51025102510251025 1025 10251025 102510251026 1026 1026 1026 10 2 6 102610 2 6 1026102610261026 10 2 6 10261026 10271027 1027 1027 1027 1027 10271 0 2 7 10 2 7 10271 0 2 7102710271027102710271027 1027 1027 1028 1028 10 2 81028 1028 10281028 102810 2 8 10 2 8 102810 2 810281028 1028 10281 0 2 8 10281028 10281028 1028 1028 1029 1029 1029 1029 1029 1029 1029 1029 102 9 1029 1029 10 2 9 10 2 9 1029 1 0 2 9 102910291029 1029 10291029 10291 0 2 9 102910291029 10291029 1029 1029 1030 1030 1030 10301030 10301030 10301030 1030 1030 10 3 0 103010301030 1030 10301030 1030 1030 10301030 1030 1030 1030 1 03 01030 1030 1030 1030 1030 1030 1 0 3 0 1030 10301031 1031 1031 1031 10311031 1031103110311031 10311031 1 0 3 110311031 10311031 1031 1 0 3 11031 1031 10311031103110311031 103110 3 1 10311031 103110311031 1031 1031 1 0 3 1 1031 1031 1031 10 3 1 1 0 3 1 1 0 3 11032 1032 1032 1032 1032 1032103210321032 1032 1032 10321032 1032 10321032103210321032 10321 0 3 2 10321032 1 0 3 2 103 21 032 10321032 1032 1032 10 32 10321032 103210321032103210321032 10 3 21032 10321032 10321032 1032 1 0 3 2 1032 10 321033 1033 10331033103 3 103310331033 1033 1033 1 0 3 3 1033 10331033 1033 1033103310331033 1033 103310331033 1033 10 33103310331033 1033 1033103310331033 10331033 1033103310 3310331033 1033 1 0 3 3 1033 1034 1034 1034 1034103410341034 1034 1034 1 0 3 4 1034 10341034 1034 1034 1034103410341034 103410341034 1034 1034 1034 1 0 3 4 1034 1034103410341034 1035 1035 10351035 1035 1035 1 0 3 5 1035103510351035103510351035 1035 103510351035 10351035 1035 1035 1 0 3 5 1035 103510 3 6 1036 1036 10361036 10361036 1036 1036 1036 1036 1037 10371037 10371037 74' LOTS 70' LOTS 65' LOTS 65' LOTS 55' LOTS 55' LOTS 75' LOTS70' LOTS65' LOTS65' LOTS55' LOTS55' LOTS70 ' LOTS PLAT 2 PLAT 4 PLAT 5 PLAT 1 70' LOTS 70' LOTS 70' L O T S 65' LOTS 65 ' LOTS 75' LOTSPLAT 3 ZONING:PD ZONI NG:PDZONING: R-4 ZONI NG:PDZONING:PD ZONING:R-2 ZONING:R-2 ZO N IN G :R -2 ZON ING :R -2 OUTLOT "X"100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+00300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 3 12+ 0 0 313+00314+00315+00316+003 1 7 +0 0 318+00319+00320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00213+00214+002 15 +0 0 2 1 6 +0 0 217+00218+00219+00220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 1 2,642.95' 1,324.17' 1,321.67' 429.83' 856.52'C2 6.18'C1 201.24' 1,774.52'OUTLOT"Y" OUTLOT"Z" 5.15AC 2.52AC 4.10AC 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback kcabteS gnidliuB '03 kcabteS gni dliuB ' 03 kcabteS gnidliu B '0 3 kc abte S g nidliu B '0 3 kcabteS gnidliuB '03kcabteS gnidliuB '03 kcabteS gnidliuB '0 330' Building Setback30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback30' Building SetbackkcabteS gnidliuB '0330' Building Setback30' Building Setback kcabteS gnidliuB '0330' Building Setback30' Building Setback1234 5 6 7 8 10111223 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 78910111213141516171819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12345678910111213141516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 12 3 4 5 6 7 8 9 10 11 12 13 14 30' Building Setback 30' Building Setback 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 25' Landscape Buffer Easement25' Landscape Buffer Easement30' Building Setback30' Building Setback30' Building Setback30' Building Setback25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52tnemesaE reffuB epacsdnaL '52OUTLOT "P"kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '0330' Storm Sewer Easement30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 20' Drainage and Storm Sewer Easement 30' Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD ' 02 20' Drainage and Storm Sewer Easement 20' Drainage and Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD '02 Easement 15 ' Sanitary Sewer E a sem en t15' S a n ita ry S ew e r 30' Drainage and Storm Sewer EasementROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW70'B/B31'B/B29'ROW60'ROW60'B/B29'120' ROW 60'60' B/B 26' B/B 26' 120' ROW60' 60'B/B2 6'B/B2 6' ROW 70 'B /B 31 ' 35' 1/2 ROW 35'70' ROWB /B 3 1' ROW 7 0'tnemesaE reffuB epacsdnaL '52B/B29'ROW60'B/B29'ROW60'(TO BE DEDICATED TO THE CITY OF WAUKEE FOR PARKLAND) E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer Easement15' Sanitary Sewer 15' Storm Sewer Easement15' Storm Sewer Easement30' Sanitary Sewer Easement Easement Temporary Construction Temporary Construction Easement Temporary Construction Easement MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1035.25 MPE=1035.25 MPE=1035.25 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50 EasementTurn AroundTemporaryEasementTurn AroundTemporaryEasementTurn AroundTemporaryEas em entTurn Ar ound Tempor ar y Eas e me ntTurn Ar ound Tempor ar y Easement Turnaround Temporary 31' B/BB /B 26 '78' ROWB/B26'31' B/B MPE=1024.50MPE=1024.50MPE=1024.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1035.25 9 MPE=1034.00 MPE=1034.00 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 20' Trail Easement 20' Trail Easement 5' Sanitary Sewer Easement 5' Sanitary Sewer Easement15' Storm Sewer EasementE a sem e n t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 8514SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8616SF 8799SF 9140SF 9671SF 18637SF 8625SF 8625SF 8625SF 8625SF 8619SF 8502SF 8592SF 8592SF 8592SF 8592SF 8595SF 8704SF 11830SF 11829SF8956SF 8728SF 8732SF 8732SF 8732SF 8732SF 8732SF 8402SF 8485SF 8533SF 8533SF 8533SF 8533SF 12758SF 13351SF 8532SF 8533SF8522SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8700SF 9478SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9282SF 9329SF 13716SF 9332SF 9332SF 9332SF 9332SF 9236SF 9212SF 9212SF 9212SF 9212SF 9212SF 9212SF 9215SF 9295SF 11894SF 11828SF 11826SF 9100SF 9100SF 10143SF 10142SF9100SF9100SF11826SF 12010SF 9197SF 9160SF 10163SF12780SF9911SF10476SF 11368SF 13257SF 10132SF 10132SF 10132SF 10142SF 10105SF 10001SF 10001SF 9994SF 10001SF 14007SF 13904SF 9684SF Easement Turnaround Temporary Easement Turnaround Temporary 30' Drainage & Storm Sewer Easement tnemesaE reweS yrati naS ' 51 tnemesaE reweS yratinaS ' 01 Easement Turnaround Temporary Easement Turnaround Temporary Storm Sewer Easement 30' Public Utility,Drainage and 10' Public Utility Easement 10' Public Utility Easement tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01 tnemesaE ytilitU cilbuP '0120' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tne mesaE y tili t U cilbuP '01tnemesaE ytilitU cilbuP '01 7344SF 7280SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 8217SF 11911SF 7344SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7273SF 21072SF 16592SF 9755SF 9651SF 9403SF 9082SF 8660SF 8018SF 7924SF 7769SF 7766SF 7766SF 7766SF 7766SF 7766SF 10868SF 7539SF 7539SF 7539SF 7539SF 7473SF 7455SF 7586SF 7586SF 7586SF 7586SF 7586SF 7663SF 8526SF12803SF 11969SF 3435363738394041424344454647484950515253 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 10' Public Utility Easement tnemesaE reffuB epacsdnaL '52tnemesaE reffuB epa c sdnaL '5 2 73 Easement 25' Storm Sewer Easement 25' Storm Sewer 25' Storm Sewer Easement 21.07 AC Easement Surface Water Flowage EasementSurface Water Flowage Easement Surface Water Flowage Easement Flowage Surface Water 9620SF 9620SF 9620SF 9620SF 9620SF 10400SF 10400SF 9620SF 9620SF 9620SF 9621SF 30' Storm Sewer Easement ROW60'B/B29'ROW60'B/B29'C CC C CC C BM1 CP1 CP2 Inv=1022.62 8" PVC E Rim=1034.04 Inv=1029.94 8" PVC E Rim=1033.55 Inv=1023.06 8" PVC E Rim=1034.78 Inv=1022.70 8" PVC E Rim=1034.42 Concrete Concrete HouseHouseI I I I I EB EB TS ECURPS CEDAR ST CEDAR ST 10TH STREET10TH STREET10TH STREET11TH STREET11TH STREETMAPLE STREET MAPLE STREET G G 12"S12"S12"S12"S12"S8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S8 "S8"S8"S8"S8 "S 8"S 8"S8"S8 "S 8"S 8"S 8"S8"S8"S 8"S 8"S 15 "ST 15 "ST 60"ST15"ST60"ST15"ST15"ST15"ST15" S T15"ST15"ST 15"ST 15"ST 18"ST 18"ST 15"ST1 8 "S T 18"ST15"ST18"ST18"ST 15"ST15 "ST 15"ST18"ST18"ST24"ST24"ST 54"ST15"ST18 "S T 18"ST15"ST15"ST1 5 "S T 15"ST24"ST24"S T 2 4 "S T 2 4"S T 24"ST 24"ST 15"ST24"ST 24"ST 15"ST18"ST 15"ST18"ST 15"ST30"ST15"ST30"ST 15"ST30"ST 15"ST24"ST36"ST 42"ST18"ST15"ST42"ST 15"ST15"ST18"ST15"ST18"ST18 "ST 15"ST36"ST24"ST 24"ST 24"ST36"ST30"ST30"ST30"ST4 2 "ST 42"ST 42"ST 15"ST36"ST15"ST15 "ST15"ST 36"ST15"ST36"ST18"ST 18"ST15"ST 18"ST 15"ST30"ST15"ST 15"ST30"ST15 "ST 30"ST15"ST30"ST18"ST 15"ST24"ST18"ST15"ST18"S T 8"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 15"ST24"ST 24"ST 15"ST54"ST48"ST54"ST15"ST 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8" W 8"W8"W 8"W 8" W 8"W 8"W 8"W8"W8"W8"W12"W12"W12"W12"W12"W8"W 8"W 36"ST48"ST 2 4 "ST 15"ST 8"W8"S8"S8"SST24"ST24"12"SST24"12"S16 G ST ST ST ST S S SSSST 15"ST 15"ST 15"ST15"ST15"ST 15"ST15"ST 15"ST8"S 8"S 8"S 8"S 8"S15"ST8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"S TS ECURPS T S R A D E C 11TH STREETSPRUCE ST 8"W 8"S 8"S 100YR=1022.31 100YR=1022.31 Normal Pool=1016.00 Normal Pool=1016.00 Turn AroundPlat 1 TemporaryTurn AroundPlat 1 TemporaryTurn Around Plat 1 Temporary Normal Pool=1024.00 100YR=1027.00 100YR=1032.5636"ST30"ST15"ST 12"S8"WTurn Around Tem porary Turn Around Tem porary Turn AroundTemporary 10' TRAIL10' TRAIL10' TRAILLIART '01LIART '01LIART '01LIART '01Turn AroundTemporaryTurn AroundTemporary12"STurn AroundTemporaryTurn AroundTemporary18"ST1 8 "ST 8"S8"SLO CU ST STLOCUST ST 8"S 12"W12"W BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:10011/7/201710:03:57 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP04_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM4 4100'0 SCALE (FEET) 100 CORPORATE LIMITSCORPORATE LIMITSCORPORATE LIMITS CORPORATE LIMITS CORPORATE LIMITSHAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT STORM SEWER TO BE INSTALLED TO DEERY BROTHERS HAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT STORM SEWER TO BE INSTALLED TO DEERY BROTHERS HAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT STORM SEWER TO BE INSTALLED TO DEERY BROTHERS HAS BEEN EXECUTED PROPERTY WITH FUTURE IMPROVEMENTS ONCE AGREEMENT STORM SEWER TO BE INSTALLED TO DEERY BROTHERS STORM SEWER TO BE INSTALLED WITH PLAT 1 STORM SEWER TO BE INSTALLED WITH PLAT 1 STORM SEWER TO BE INSTALLED WITH PLAT 1 REVISED PRELIMINARY PLAT - STORM SEWER PLAN 74' LOTS 70' LOTS 65' LOTS 65' LOTS 55' LOTS 55' LOTS 75' LOTS70' LOTS65' LOTS65' LOTS55' LOTS55' LOTS70 ' LOTS PLAT 2 PLAT 4 PLAT 5 PLAT 1 70' LOTS 70' LOTS 70' L O T S 65' LOTS 65 ' LOTS 75' LOTSPLAT 3 ZONING:PD ZONI NG:PDZONING: R-4 ZONI NG:PDZONING:PD ZONING:R-2 ZONING:R-2 ZO N IN G :R -2 ZON ING :R -2 OUTLOT "X" 1 2,642.95' 1,324.17' 1,321.67' 429.83' 856.52'C2 6.18'C1 201.24' 1,774.52'OUTLOT"Y" OUTLOT"Z" 5.15AC 2.52AC 4.10AC 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback kcabteS gnidliuB '03 kcabteS gni dliuB ' 03 kcabteS gnidliu B '0 3 kc abte S g nidliu B '0 3 kcabteS gnidliuB '03kcabteS gnidliuB '03 kcabteS gnidliuB '0 330' Building Setback30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback30' Building SetbackkcabteS gnidliuB '0330' Building Setback30' Building Setback kcabteS gnidliuB '0330' Building Setback30' Building Setback1234 5 6 7 8 10111223 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 22 23 24 25 26 27 28 29 30 31 32 1 2 3 4 5 6 78910111213141516171819 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12345678910111213141516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 12 3 4 5 6 7 8 9 10 11 12 13 14 30' Building Setback 30' Building Setback 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 25' Landscape Buffer Easement25' Landscape Buffer Easement30' Building Setback30' Building Setback30' Building Setback30' Building Setback25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52tnemesaE reffuB epacsdnaL '52OUTLOT "P"kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '0330' Storm Sewer Easement30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 30' Storm Sewer Easement 20' Drainage and Storm Sewer Easement 30' Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD ' 02 20' Drainage and Storm Sewer Easement 20' Drainage and Storm Sewer Easement tnemesaE reweS mrotS dna eganiarD '02 Easement 15 ' Sanitary Sewer E a sem en t15' S a n ita ry S ew e r 30' Drainage and Storm Sewer EasementROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW60'B/B29'ROW70'B/B31'B/B29'ROW60'ROW60'B/B29'120' ROW 60'60' B/B 26' B/B 26' 120' ROW60' 60'B/B2 6'B/B2 6' ROW 70 'B /B 31 ' 35' 1/2 ROW 35'70' ROWB /B 3 1' ROW 7 0'tnemesaE reffuB epacsdnaL '52B/B29'ROW60'B/B29'ROW60'(TO BE DEDICATED TO THE CITY OF WAUKEE FOR PARKLAND) E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer Easement15' Sanitary Sewer 15' Storm Sewer Easement15' Storm Sewer Easement30' Sanitary Sewer Easement Easement Temporary Construction Temporary Construction Easement Temporary Construction Easement MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1035.25 MPE=1035.25 MPE=1035.25 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1034.00 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50 EasementTurn AroundTemporaryEasementTurn AroundTemporaryEasementTurn AroundTemporaryEas em entTurn Ar ound Tempor ar y Eas e me ntTurn Ar ound Tempor ar y Easement Turnaround Temporary 31' B/BB /B 26 '78' ROWB/B26'31' B/B MPE=1024.50MPE=1024.50MPE=1024.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1024.50 MPE=1035.25 9 MPE=1034.00 MPE=1034.00 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 20' Trail Easement 20' Trail Easement 5' Sanitary Sewer Easement 5' Sanitary Sewer Easement15' Storm Sewer EasementE a sem e n t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 8514SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8616SF 8799SF 9140SF 9671SF 18637SF 8625SF 8625SF 8625SF 8625SF 8619SF 8502SF 8592SF 8592SF 8592SF 8592SF 8595SF 8704SF 11830SF 11829SF8956SF 8728SF 8732SF 8732SF 8732SF 8732SF 8732SF 8402SF 8485SF 8533SF 8533SF 8533SF 8533SF 12758SF 13351SF 8532SF 8533SF8522SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8700SF 9478SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9282SF 9329SF 13716SF 9332SF 9332SF 9332SF 9332SF 9236SF 9212SF 9212SF 9212SF 9212SF 9212SF 9212SF 9215SF 9295SF 11894SF 11828SF 11826SF 9100SF 9100SF 10143SF 10142SF9100SF9100SF11826SF 12010SF 9197SF 9160SF 10163SF12780SF9911SF10476SF 11368SF 13257SF 10132SF 10132SF 10132SF 10142SF 10105SF 10001SF 10001SF 9994SF 10001SF 14007SF 13904SF 9684SF Easement Turnaround Temporary Easement Turnaround Temporary 30' Drainage & Storm Sewer Easement tnemesaE reweS yrati naS ' 51 tnemesaE reweS yratinaS ' 01 Easement Turnaround Temporary Easement Turnaround Temporary Storm Sewer Easement 30' Public Utility,Drainage and 10' Public Utility Easement 10' Public Utility Easement tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01tnemesaE ytilitU cilbuP '01 tnemesaE ytilitU cilbuP '0120' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tne mesaE y tili t U cilbuP '01tnemesaE ytilitU cilbuP '01 7344SF 7280SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 8217SF 11911SF 7344SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7273SF 21072SF 16592SF 9755SF 9651SF 9403SF 9082SF 8660SF 8018SF 7924SF 7769SF 7766SF 7766SF 7766SF 7766SF 7766SF 10868SF 7539SF 7539SF 7539SF 7539SF 7473SF 7455SF 7586SF 7586SF 7586SF 7586SF 7586SF 7663SF 8526SF12803SF 11969SF 3435363738394041424344454647484950515253 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 10' Public Utility Easement tnemesaE reffuB epacsdnaL '52tnemesaE reffuB epa c sdnaL '5 2 73 Easement 25' Storm Sewer Easement 25' Storm Sewer 25' Storm Sewer Easement 21.07 AC Easement Surface Water Flowage EasementSurface Water Flowage Easement Surface Water Flowage Easement Flowage Surface Water 9620SF 9620SF 9620SF 9620SF 9620SF 10400SF 10400SF 9620SF 9620SF 9620SF 9621SF 30' Storm Sewer Easement ROW60'B/B29'ROW60'B/B29'100+00101+00102+00103+00104+00105+00106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+00300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 3 12+ 0 0 313+00314+00315+00316+003 1 7 +0 0 318+00319+00320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00213+00214+002 15 +0 0 2 1 6 +0 0 217+00218+00219+00220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 TS ECURPS CEDAR ST CEDAR ST 10TH STREET10TH STREET10TH STREET11TH STREET11TH STREETMAPLE STREET MAPLE STREET G G 12"S12"S12"S12"S12"S8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S8 "S8"S8"S8"S8 "S 8"S 8"S8"S8 "S 8"S 8"S 8"S8"S8"S 8"S 8"S 15 "ST 15 "ST 60"ST15"ST60"ST15"ST15"ST15"ST15" S T15"ST15"ST 15"ST 15"ST 18"ST 18"ST 15"ST1 8 "S T 18"ST15"ST18"ST18"ST 15"ST15 "ST 15"ST18"ST18"ST24"ST24"ST 54"ST15"ST18 "S T 18"ST15"ST15"ST1 5 "S T 15"ST24"ST24"S T 2 4 "S T 2 4"S T 24"ST 24"ST 15"ST24"ST 24"ST 15"ST18"ST 15"ST18"ST 15"ST30"ST15"ST30"ST 15"ST30"ST 15"ST24"ST36"ST 42"ST18"ST15"ST42"ST 15"ST15"ST18"ST15"ST18"ST18 "ST 15"ST36"ST24"ST 24"ST 24"ST36"ST30"ST30"ST30"ST4 2 "ST 42"ST 42"ST 15"ST36"ST15"ST15 "ST15"ST 36"ST15"ST36"ST18"ST 18"ST15"ST 18"ST 15"ST30"ST15"ST 15"ST30"ST15 "ST 30"ST15"ST30"ST18"ST 15"ST24"ST18"ST15"ST18"S T 8"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 15"ST24"ST 24"ST 15"ST54"ST48"ST54"ST15"ST 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8" W 8"W8"W 8"W 8" W 8"W 8"W 8"W8"W8"W8"W12"W12"W12"W12"W12"W8"W 8"W 36"ST48"ST 2 4 "ST 15"ST 8"W8"S8"S8"SST24"ST24"12"SST24"12"S16 G ST ST ST ST S S SSSST 15"ST 15"ST 15"ST15"ST15"ST 15"ST15"ST 15"ST8"S 8"S 8"S 8"S 8"S15"ST8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"S TS ECURPS T S R A D E C 11TH STREETSPRUCE ST 8"W 8"S 8"S 100YR=1022.31 100YR=1022.31 Normal Pool=1016.00 Normal Pool=1016.00 Turn AroundPlat 1 TemporaryTurn AroundPlat 1 TemporaryTurn Around Plat 1 Temporary Normal Pool=1024.00 100YR=1027.00 100YR=1032.5636"ST30"ST15"ST 12"S8"WTurn Around Tem porary Turn Around Tem porary Turn AroundTemporary 10' TRAIL10' TRAIL10' TRAILLIART '01LIART '01LIART '01LIART '01Turn AroundTemporaryTurn AroundTemporary12"STurn AroundTemporaryTurn AroundTemporary18"ST1 8 "ST 8"S8"SLO CU ST STLOCUST ST 8"S 12"W12"WC CC C CC C BM1 CP1 CP2 Inv=1022.62 8" PVC E Rim=1034.04 Inv=1029.94 8" PVC E Rim=1033.55 Inv=1023.06 8" PVC E Rim=1034.78 Inv=1022.70 8" PVC E Rim=1034.42 Concrete Concrete HouseHouseI I I I I EB EB 1014 10151016 10161017 10171018 10191019 10191019 101910191020102010201020 10201020 10201020 1020 10211021 10211021 10211021 10211021 10221022 102210221022 1 0 2 2 1022 10221022 1 0 2 2 1022 1023 10231023102310231023 1023 1023 1023 10231023 10231023 10241024 102410241024102410241024 10241024 102410241024 10241024102410 2 5 1 0 2 5 102510251025102510251 0 2 5 10251025 1025 1025 1025 10 2 51025102510251025 10251025102510251025 1025 1 025 1025 10251025102510251025 10261026 1026102610261 0 2 6 1026 1026 1 0 2 6 102610261 0 2 61026 1026102610261 0 2 6 1026 102610261 0 2 61026102710271027102710271 0 2 710271027 10 2 7 1 0 2 7 1027 10271027102710271027 10271027102710271027 10271027 1027 10 2 810281028 10281028102810281028 102810281 0 2 8 1028 102810 2 8 1028 1 0 2 8 10 2 8 102810281028102810281028 102810281028 1028 1028 1028 102910 2 91029 102910291 0 2 910291029 1 0 2 9 10291029 1029 102910291029 1029 1029 10291029102910291 0 2 9 1029 102910291029 102910291029 1029103010301030 10 3 01030 1030103010301 0 3 010301030 10 3 0 1030 103010301030103010 3 0 1030103010301030103010301030 1030 1030 10301030103010301030103010301030 1030 103010301030 1030 103010301031 10311031 10 3 11031 1031103110311 0 3 1 1 0 3 1 1 0 3 1103110311031103110 3 1 1031 1031 10311031 1031103 1 1031103110311031103110311031 10311031 10311031103110311 0 3 1 1031 1032 103210321032 1 0 3 2 103210321032103210321032 1032 10321032103210321032 1032 103210321032 103210321032 1 0 3 2 1032 1032 1032 103210 3 2 10321 0 3 2 103210321032103210321 0 3 2 1032 103210321032103210321032 1032 1032 103210321032 103210321032103210321032 1032 10321 0 3 2 1032 1032 103210331033 1033 1033 1033 10331033103310331 0 3 3 1033 10331033103310331033 1033 10331033103310331033 1033 103310331033103310331033 1033 1033103310331033 1033 1033 10331033103310331033 1033 1033 103310331033103310331033 1033 1033103310331033 10331033103310331033103310331033 10331033 1033103310331033 1033 1033 1033 103310331033 1033103410341034 1034 1034103410341 0 3 4 103410341034 103410341034103410 3 4 1034103410341034 1034 103410341034 1034 10341034 1034 1034 1034103410341034103410341034 10341 0 3 4 1034 1034 10341034103410341034 1034 1034 1034103410341034 103410341034103410341034 10341034103410341034 1 0 3 41034103410341034 103410341034 1034 1034 1034 1034 1034 103510351035103510351035103510351035103510 3 5 10351035103510351035103510351035103510351035103510351035 1035 103 5 1035103510351035 10351035 1035 1035 103510351035 10351035 1035 1035103510 3 5 1035 1035 103510351035103510351035103510351035103510351035 1035103510 35103510351035 10 3 5 10351 0 3 51035103510351035 1035103510351035 1035103510351035 1035 10361036103610361 0 3 6 103610361036 10361036103610361036 1036 1036 103610361036 10361036 1036 103610361036 1036 103610361036 10361036 1036 1036 1036 10 3 7 10 3 7 1037 10371037 1037 1037 1037 1038 103810381039 10391040 1040 BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:10011/7/201710:03:59 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP05_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM2.00%1.00%2.00% 2.00% 1023 .70 Ove r flow 1023 .70 Ove rflow 2 . 0 0%2.00%2.00%1033.20 Overflow 1003 1003 100310051005 1005 100510101010 1010 101010111011 1011 10111011101110151015 1015 10151015101510161017 10181019 101910191020 1020 1020 1020 1020102010201021 1022 10231023102310231023 10231024 1024102410241024102410241024 1024 10241024.29 10251 02 51025102510251025 1025 10251025 102510251025.00 1025.00 1025.001025.002.00 %1025.21 2.00% 2.00% 2. 0 0% 1025.50 1025.50 1025.55 1025.70 1025.752.00% 1025.911025.97 1026 1026 1026 1026 10 2 6 102610 2 6 1026102610261026 10 2 6 10261026 1026.001.00%1026.03 1026.15 1026.211026.28 1026.90 Overflow 1026.361026.40 1026.40 1026.431026.481 02 8 . 0 0O v erflow 1026.501026.501026.522.00%1.00%1026.62 1026.65 1027.10O verfl ow 2.00%2.00% 1026.84 10271027 1027 1027 1027 1027 10271 0 2 7 10 2 7 10271 0 2 7102710271027102710271027 1027 1027 1027.00 1027.10 1027.111027.151027.171027.22 1027.241027.27 1027.29 1027.29 2.00% 2.00% 2.00% 1027.541027.54 1028.00O verfl ow 2.00% 1027.75 1027.771027.80 2.00%1027.871027.891027.92 1027.95 1028 1028 10 2 81028 1028 10281028 102810 2 8 10 2 8 102810 2 810281028 1028 10281 0 2 8 10281028 10281028 1028 1028 1.00% 1028.21 1028.22 1.00% 1028.361028.391028.39 1028.50 102 8 .5 0 1028.57 1028.64 1028.64 1029.50 Overflow 1028.85 1029 1029 1029 1029 1029 1029 1029 1029 102 9 1029 1029 10 2 9 10 2 9 1029 1 0 2 9 102910291029 1029 10291029 10291 0 2 9 102910291029 10291029 1029 1029 1029 .01 10 2 9 .17 1029.20 1029.22 2.00% 1029 .62 1029.74 1029.74 102 9 .85 1029.87 1029.87 1029.90 2.00% 1029.95 1030 1030 1030 10301030 10301030 10301030 1030 1030 10 3 0 103010301030 1030 10301030 1030 1030 10301030 1030 1030 1030 1 03 01030 1030 1030 1030 1030 1030 1 0 3 0 1030 10301030.00 1 .00% 1 .00% 1030 .24 1030.52 1030.52 1030.60 2.00% 1.50% 1030.84 1030 .86 1031 1031 1031 1031 10311031 1031103110311031 10311031 1 0 3 110311031 10311031 1031 1 0 3 11031 1031 10311031103110311031 103110 3 1 10311031 103110311031 1031 1031 1 0 3 1 1031 1031 1031 10 3 1 1 0 3 1 1 0 3 1 1031.05 1031.17 1031.20 1031.30 1031.37 1031.40 1.00% 1031 .451.50%1.50% 1.00% 1.00%1.00%1.00%1.00% 1 .50% 1.00%1.00%1.00%1.00% 1.00%1.00%1.00% 1032.75 Overflow 1034.25 Overflow 1031.82 1031.85 1031.94 1032 1032 1032 1032 1032 1032103210321032 1032 1032 10321032 1032 10321032103210321032 10321 0 3 2 10321032 1 0 3 2 103 21 032 10321032 1032 1032 10 32 10321032 103210321032103210321032 10 3 21032 10321032 10321032 1032 1 0 3 2 1032 10 321032.00 1032.00 1032.47 1032.70 1032.80 1033 1033 10331033103 3 103310331033 1033 1033 1 0 3 3 1033 10331033 1033 1033103310331033 1033 103310331033 1033 10 33103310331033 1033 1033103310331033 10331033 1033103310 3310331033 1033 1 0 3 3 1033 1033.12 1033.40 1033.77 1034 1034 1034 1034103410341034 1034 1034 1 0 3 4 1034 10341034 1034 1034 1034103410341034 103410341034 1034 1034 1034 1 0 3 4 1034 1034103410341034 1034.80 1035 1035 10351035 1035 1035 1 0 3 5 1035103510351035103510351035 1035 103510351035 10351035 1035 1035 1 0 3 5 1035 103510 3 6 1036 1036 10361036 10361036 1036 1036 1036 1036 1037 10371037 10371037 2.00% 2.00%2.00%3.3% 5 5100'OVERFLOWOVERFLOW MANAGEMENT FACILITY LOCATIONS POTENTIAL STORM WATER OVERFLOW ROUTES TYPICAL SWALE DETAIL 1%1% 4:14 :1 SLOPE VARIES SLOPE VARIES 1.5' 5'5'4'4' { 6 1 0 SCALE (FEET) 100 REVISED PRELIMINARY PLAT - GRADING PLAN2. FURTHER DETAILED 100-YEAR PONDING ELEVATIONS WILL BE PROVIDED WITH CONSTRUCTION DOCUMENTS. 1. PROVIDE MINIMUM 2.0% SLOPE FOR ALL LOTS AND ALSO WITHIN OVERLAND FLOWAGE EASEMENT. GRADING PLAN GENERAL NOTES CCCCCCP1CP2Inv=1022.62 8" PVC ERim=1034.04Inv=1029.94 8" PVC ERim=1033.55Inv=1023.06 8" PVC ERim=1034.78Inv=1022.70 8" PVC ERim=1034.42House House I1030103110311031 103110311031103110311031103110311 03 2 1032103210321032 10321032 1 0 3 2103210 3 2 1032103210321032103210321032103210321032 10321032 10321032103210 3 3 10331033103310331 0 3 3 1033103310331033 1033 103310331 0 3 3 103310331033 1033103310331033 1033 1033103310331033 10331033 1033 103410341 0 3 4 103410341 0 3 4 1034103410341 0 3 4 1034 10341034 103410341034103410341034 10341034 103410341034 103410351035103510 3 5 1035103510351035103 5 10351 0 3 51035 1035 10 3 5 1035103510351035103510351035 10361036103610 36 10361 0 3 6 1036 1036103610361036103710 3 7 10371 0 3 7103770' LOTSPLAT 170' LOTS70' LOTS65' LOTS65' LOTSZONING: R-4TS ECURPSCEDAR ST10TH STREET 10TH STREET10TH STREET G8"S8"S8"S8"S8"S8"S15"ST 42"ST15"ST36"ST 15"ST 15"ST 15"ST36"ST 15"ST36"ST 18"ST 18"ST 15"ST18"ST15"ST 30"ST 15"ST15"ST30"ST 15"ST30"S T 15"ST30"ST18" S T 15"ST 24"ST18"ST15"ST8"ST8"ST8"ST8"ST8"ST8"ST15"ST8"W8"W8"W8"W8"W8"W 12"W 12"W 12"W 12"W 12" W 1 5" S T 8"W 8"S 8"S 1615 "ST 8"W8"W8"W8"STur n Ar oundPl at 1 Tem por ar yTur n Ar oundPl at 1 Tempor ar yT urn Aro u n d Plat 1 Te mp orary 10 0 YR= 10 3 2.5 6 36"ST 30"ST 15"ST10' TRAIL 10' TRAIL 10' TRAIL LIART '01 LIART '0 1 12"W BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:6011/7/201710:04:00 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP06_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM1 1,774.52'30' Building Setback30' Building Setback30' Building Setback30' Building Setback30' Building Setback k c a b teS gnidliuB '0330' Building Setback kcabt eS gnidliuB '0330' Building Setback 30' Building Setback12345678101112215161718192030313212325' Landscape Buffer Easement 25' Landscape Buffer Easement 30' Building Setback30' Building Setback 30' Building Setback 30' Building Setback 25' Landscape Buffer Easement 25' Landscape Buffer Easement 25' Landscape Buffer Easement 25' Landscape Buffer Easement 25' Landscape Buffer Easement 25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52 t nemesaE reffuB epa c sdnaL '5 2tnemesaE reweS mrotS dna eganiarD '02tnemesaE reweS mrotS dna eganiarD '0230' Drainage and Storm Sewer EasementB/B 29' ROW 60' ROW 60' B/B 29'120' ROW60'60'B/B26'B/B26'120' ROW60'60'B/B26'B/B26't nemesaE reffuB epa c sdnaL '5 2 Easement Turn Around Temporary Easement Turn Around Temporary Easem entTurn Ar oundTem por ar y95' Sanitary Sewer Easement5' Sanitary Sewer Easement30' Drainage & Storm Sewer EasementtnemesaE reweS yratinaS '51tnemesaE reweS yratinaS '01Storm Sewer Easement30' Public Utility,Drainage and tnemesaE ytilitU cilbuP '0132333410' Public Utility EasementtnemesaE reffuB epacsdnaL '52Easement25' Storm Sewer Easement25' Storm Sewer EasementFlowage Surface Water0 SCALE (FEET) 60 6 660'BOTANICAL NAMEKEY COMMON NAME SIZE COMMENTS PLANT SCHEDULE MS Malus 'Spring Snow'SPRING SNOW CRABAPPLE PG Picea gluaca var. densata BLACK HILLS SPRUCE CNT. B&B 8'-0" HT. 8'-0" HT. CNT. CNT. Acer rubrum 'Sun Valley'SUN VALLEY MAPLEAR BN CO 8'-0" HT.CNT. QB 8'-0" HT.CNT. GT 8'-0" HT.CNT. PA 8'-0" HT.CNT. UM 8'-0" HT.CNT. Celstis occidentalis COMMON HACKBERRY Quercus Bicolor SWAMP WHITE OAK Gleditsia triacanthis f. inermis 'Skycole'SKYLINE HONEYLOCUST Platanus x acerifolia BLOODGOOD LONDON PLANETREE Ulmus 'Morton Glossy'TRIUMPH ELM SHAWNEE BRAVE BALD CYPRESS B&BTDTaxodium distichum 'Mickelson' AUTUMN BRILLIANCE SERVICEBERRY CNT.AG Amelanchier x grandiflora 'Autumn Brilliance' CNT.MR Malus 'JFS-KW5' ROYAL RAINDROPS CRABAPPLE GD KENTUCKY COFFEETREE 8'-0" HT.CNT. (MALE)Gymnocladus dioca Betula nigra RIVER BIRCH B&BPFPinus flexilis 'Vanderwolf's Pyramid'VANDERWOLF PINE LANDSCAPE REQUIREMENTS AND CALCULATIONS 42 UNDERSTORY TREES REQUIRED (42 PROVIDED) 42 EVERGREEN TREES REQUIRED (42 PROVIDED) 21 OVERSTORY TREES REQUIRED (21 PROVIDED) EAST PROPERTY LINE 1050 LF/50 LF = 21 PLANT UNITS 3' HIGH BERM 2 UNDERSTORY TREES 2 EVERGREEN TREES 1 OVERSTORY TREE BUFFER REQUIREMENT: PER 50 LF OF 25' WIDE BUFFER EAST PROPERTY LINE OF TOWNHOME AREA 64 UNDERSTORY TREES REQUIRED (64 PROVIDED) 64 EVERGREEN TREES REQUIRED (64 PROVIDED) 32 OVERSTORY TREES REQUIRED (32 PROVIDED WEST PROPERTY LINE 1600 LF/50 LF = 32 PLANT UNITS 3' HIGH BERM 2 UNDERSTORY TREES 2 EVERGREEN TREES 1 OVERSTORY TREE BUFFER REQUIREMENT: PER 50 LF OF 25' WIDE BUFFER WEST PROPERTY LINE ALONG 10TH STREET 10 UNDERSTORY TREES REQUIRED (10 PROVIDED) 10 EVERGREEN TREES REQUIRED (10 PROVIDED) 5 OVERSTORY TREES REQUIRED (5 PROVIDED) SOUTH PROPERTY LINE 233 LF/50 LF = 5 PLANT UNITS 3' HIGH BERM 2 UNDERSTORY TREES 2 EVERGREEN TREES 1 OVERSTORY TREE BUFFER REQUIREMENT: PER 50 LF OF 25' WIDE BUFFER SOUTH PROPERTY LINE ALONG CEDAR STREET 56 UNDERSTORY TREES REQUIRED (56 PROVIDED) 56 EVERGREEN TREES REQUIRED (56 PROVIDED) 28 OVERSTORY TREES REQUIRED (25 PROVIDED) EAST PROPERTY LINE 1415 LF/50 LF = 28 PLANT UNITS 3' HIGH BERM 2 UNDERSTORY TREES 2 EVERGREEN TREES 1 OVERSTORY TREES BUFFER REQUIREMENT: PER 50' OF 25' WIDE BUFFER EAST PROPERTY LINE ALONG 10TH STREET ZONING CODE REQUIREMENTS) (LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE UNDERSTORY TREESEVERGREEN &TREESOVERSTORY 6 1 TYPICAL LANDSCAPE BUFFER ARRANGEMENT NO SCALE APPROXIMATELY 50' O.C. SPACING OVERSTORY TREE EVERGREEN TREE UNDERSTORY TREE 3' LANDSCAPE BERM 2-MA 2-MA 2-PF 2-PF 1-TA 1-TA 1-AR 1-AR 2-PG 2-CM 2-PG 2-CM 1-GB 2-VL 2-VL 2-PF 1-GB 2-PF 2-MA 1-TA 2-PF 2-PF 1-TA 2-MA 2-CM 2-CM 2-VL2-VL 2-CM 1-AR 1-AR 1-AR1-GB1-GB 2-PF 2-PG 2-PG 2-PF 2-PF 6' HT. 6' HT. 6' HT. 6' HT. 6' HT. 6' HT.tnemesaE reffuB epacsdnaL '52REVISED PRELIMINARY PLAT - LANDSCAPE PLAN 70' LOTS65' LOTS65' LOTS55' LOTS55' LOTS65 ' LOTS PLAT 3 ZONI NG:PDZONING: R-4 ZONI NG:PDZO N IN G :R -2 OUTLOT "X" I 10TH STREET11TH STREET11TH STREET12"S12"S12"S12"S12"S8"S 8"S8"S8"S8 "S 8"S 8"S8"S8 "S 8"S 8"S 15"ST18"ST 15"ST18"S T 18"ST18"ST24"ST24"ST 54"ST15"ST1 8"S T 18"ST15"ST15"ST1 5 "S T 15"ST24"ST24"ST 2 4 "S T 2 4 "S T 24"ST 24 "ST 15"ST24"ST 42"ST18"ST15"ST42"ST 15"ST15"ST1 8"ST15"ST18"ST1 8 "S T 15"ST36"ST24"ST 24"ST 24"ST36"ST30"ST18"ST15"ST 30"ST15"ST 15"ST30"ST15 "ST 30"ST15"ST18"S T 8"ST 8"ST 8"ST8"ST24"ST 54"ST48"ST54"ST8"W8"W 8"W 8"W 8" W 8"W 8" W 8"W8"W8"W12"W12"W12"W2 4 "S T ST24"ST24"ST24"G T S R A D E C 8"W 8"S 8"STurn AroundPlat 1 TemporaryTurn Around Plat 1 Temporary Normal Pool=1024.00 100YR=1027.00 30"STTurn Around Tem porary 10' TRAILLIART '01Turn AroundTemporary18"ST1 8 "S T 8"S8"SLO CU ST ST8"S 128.61 '4 7.2 7' 31.94' 4 4. 3 2' 4 5.6 0' 34.91' 34.69' 4 1. 6 9' 41.11' 35.54'102.05'116.05'101.99'64.81 ' 8 3 .3 3'75.12'75.12'75.12'75.12'72.99'130.00'7 2 . 2 5'68.43'68.43'130.00'130.00'130.00'130.00'111.70'154.10'101.23'130.23'92.01'105.00'105.00'39.13' 39.27'39.27'103 . 6 0'145.01'97.09'105.00'101.20'122.80' 6 6 . 5 0' kcabte S gnidliu B '0 3 kc a b te S g nidliu B '03kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '0 330' Building Setback30' Building SetbackkcabteS gnidliuB '0330' Building Setback173.05'8 1 . 2 2' 8 9 . 5 6'147.58'63.83' 63.83 '69.44'70.04'140.83'149.87'79 .23 '131.49' 62.83'130.00'68.43' 92 .83 '83 .91 '68.43'68.43'68.43'68.43'68.04'63.16'63.09'63.09'63.09' 6 3 . 0 9' 63 .09'62.83'62.83'62.83'130.00'130.00'130.00'6 9 . 1 2'62.83'62.48'66.09'130.00'130.00'130.00'130.00'130.00'130.00'1 0 7 . 4 9'68. 7 7'63.83'63.83'63.83'63.83'63.78'64.65'70.93'70.93'70.93' 7 0 .9 3' 70 .95 ' 75.69'52.16'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'24 25 26 27 28 29 30 31 32 34 35 3632 151.09'51.48'51.77'52.39'53.20'58.41'65.35'68.86'68.86'68.86'68.86'68.81'66.16'61.22'64.89'64.87'64.87' 6 4 . 8 7' 64 .87 ' 64.87 '97.66' 58.19' 61 .24 ' 6 1 .2 2'61.22'61.22'171.44'168.01'162.74'155.61'146.55'135.91'130.23'130.00'130.00'130.00'130.00'130.00'130.00'62.09'62.26'62.09'62.09' 6 2.0 9' 56.13' 5 4. 5 8'54.59'54.58'54.58' 5 4 . 5 8' 54 .58 ' 54.58 '54.79'54.88'54.88'54.88'54.88' 5 4. 8 8' 54.88' 61.11'64.07'64.63'64.63' 6 4 .6 3' 64 .63 '136.65'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'5 0.3 3'61.81'61.81'61.81' 6 1. 8 1' 61.81' 53.56' 5 0. 8 5'51.30'51.30' 5 1 .3 0' 51.30 '79.83' 64.73' 63.50' 2 3 4 5 6 7 8 9 10 11 12 13 14 40.58'130.00'56.00'130.00'56.00'130.00'56.00'130.00'130.00'130.00'55.00'55.00'63.02'60.18'130.00'131.48'55.00'55.00'90.67'63.00' 40.38'113.33'56.00'56.00'56.00' 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 25' Landscape Buffer Easement25' Landscape Buffer Easement25' Landscape Buffer EasementtnemesaE reffuB epacsdnaL '52kcabteS gnidliuB '03kcabteS gnidliuB '03kcabteS gnidliuB '03tnemesaE reweS mrotS dna eganiarD '02 Easemen t 15 ' San itary Sewer E a sem e n t15' S a n ita ry S ew e r ROW60'B/B29'ROW70'B/B31' 120' ROW 60'60' B/B 26' B/B 26' ROW 70 'B /B 31 ' 35' E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 15' Storm Sewer EasementMPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50 EasementTurn AroundTemporaryEas ementTurn Ar ound Tempor ar y MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.50 MPE=1029.5015' Storm Sewer EasementE a sem e n t15' S a n ita ry S ew e r Easement 15' Sanitary Sewer 9140SF 9671SF 18637SF 8625SF 8625SF 8625SF 8625SF 8619SF 8502SF 8592SF 8592SF 8592SF 8592SF 8595SF 8704SF 11830SF 8732SF 8402SF 8485SF 8533SF 8533SF 8533SF 8533SF 12758SF 13351SF 8532SF 13716SF 9332SF 9332SF 9332SF 11894SF tnemesaE reweS yrat i naS ' 51 Easement Turnaround Temporary tnemesaE ytilitU cilbuP '0125' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tne mesaE y ti li t U cilbuP '017150SF 7150SF 8217SF 11911SF 7280SF 7280SF 7273SF 21072SF 16592SF 9755SF 9651SF 9403SF 9082SF 8660SF 8018SF 7924SF 7769SF 7766SF 7766SF 7766SF 7766SF 7766SF 10868SF 7539SF 7539SF 7539SF 7539SF 7473SF 7455SF 7586SF 7586SF 7586SF 7586SF 7586SF 7663SF 8526SF12803SF 11969SF 3435 72 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 tnemesaE reffuB epacsdnaL '52tnemesaE reffuB epa c sdnaL '5 2 73 25' Storm Sewer Easement 21.07 AC Easement Surface Water Flowage 30' Storm Sewer Easement ROW60'B/B29' BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.V:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Pen_Tables\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:5011/7/201710:04:01 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP07_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWM0 SCALE (FEET) 50 REVISED PRELIMINARY PLAT - 55' LOT LAYOUT EXHIBIT7 750'57.0'57.0'57.0'57.0' 5 7.0' 57.0'5 7.0'57.0'57.0'57.0' 5 7 .0' 57 .0 ' 57.0' 5 6 . 5'56.5'56.5'56.5'56.5' 5 6. 5' 56.5'56.5'56.5'56.5'56.5' 56 .5' 56.5 '5 7 .4' 6 6 . 8' 60.7' 53.4' 56.0' 56.0' 58.0' 63.0' 74' LOTS 70' LOTS 65' LOTS 65' LOTS 55' LOTS 55' LOTS PLAT 4 PLAT 5 ZONING:PD ZONING:PD ZONING:R-2 ZONING:R-2 I I CEDAR ST 11TH STREET12"S8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 15"ST15"ST15"ST15" S T15"ST15"ST 15"ST 15"ST 18"ST 18"ST 15"ST18"S T18"ST24"ST24"ST 54"ST2 4 "S T 24"ST 24 "ST 15"ST24"ST 24"ST 15"ST18"ST 15"ST18"ST 15"ST30"ST15"ST30"ST 15"ST30"ST 15"ST24"ST36"ST 42"ST18"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 24"ST 24"ST 54"ST8"W 8"W 8"W 8"W8"W 8"W 8"W8"W 8"W 8"W ST24" SPRUCE ST LIART '01Turn AroundTemporaryTurn AroundTemporaryTurn AroundTemporaryTurn AroundTemporaryLOCUST ST 130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'73.40'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'68.42' 68.78' 70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'70.00'74.02'75.10' 128.61 '4 7.2 7' 31.94' 4 4. 3 2' 4 5.6 0' 34.91' 34.69'130.00'130.00'130.00'102.05'116.05'101.99'64.81 ' 8 3 .3 3'130.00'7 2 . 2 5'111.70'154.10' 1,324.17' 1,321.67' 30' Building Setback 30' Building Setback 30' Building Setback 30' Building Setback 74.00'74.00'74.00'74.00'74.00'74.00'80.00'80.00'74.00'74.00'74.00'74.00'103.36' 67.42'65.00' 65.00'130.00'65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 66.43'130.00'65.00' 65.98'65.00' 65.00'130.00'65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00' 65.00'130.00'65.00'130.95'64.01'63.83'63.83' 63.83 '69.44'70.04'69.05'68.28'134.54'140.83'149.87'79 .23 '131.49' 63.19'62.83'62.83'130.00'130.00'130.00'67.92'68.43' 68.43' 92 .83 '83 .91 '130.00'1 0 7 . 4 9'20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12345678910111213141516 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 30' Building Setback 30' Building Setback 56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.00'130.00'56.98'55.00'55.00'55.00'130.00'130.00'130.00'130.00'130.00'63.00'63.00'55.00'130.00'63.00'63.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'130.00'55.00'55.00'55.00'55.00'63.02'60.18'130.00'131.48'130.00'56.00'55.00'55.00'55.00'90.67'63.00'55.00'55.00'55.00'63.00'63.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'55.00'63.00'63.00'55.00'130.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00'56.00' 56.98' 51 20' Drainage and Storm Sewer Easement 20' Drainage and Storm Sewer Easement Easemen t 15 ' San itary Sewer ROW60'B/B29'ROW60'B/B29'ROW70'B/B31' E a s em en t15' S an ita ry S ew e r Easement 15' Sanitary Sewer 15' Storm Sewer EasementMPE=1028.50 MPE=1029.50 MPE=1029.50MPE=1029.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 MPE=1029.50 33 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50MPE=1028.50 MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50MPE=1029.50 Easement 15' Sanitary Sewer 8514SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8450SF 8616SF 8799SF 9140SF 9671SF 18637SF 13351SF 8532SF 8533SF8522SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8450SF8700SF 9478SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9100SF 9282SF 9329SF 13716SF 11894SF Easement Turnaround Temporary Easement Turnaround Temporary Easement Turnaround Temporary Easement Turnaround Temporary 10' Public Utility Easement tnemesaE ytilitU cilbuP '01 20' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement 25' Drainage and Storm Sewer Easement tnemesaE ytilitU cilbuP '01 7344SF 7280SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 7150SF 8190SF 8190SF 7150SF 7150SF 7150SF 8217SF 11911SF 7344SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7280SF 7273SF 21072SF 3435363738394041424344454647484950515253 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1617 18 1973 ROW60'B/B29' BYDATEREVISIONMARKScale:Checked By:Engineer:Technician:Date:Field Bk: Pg:1"= SheetofSheet of Project No:SNYDER & ASSOCIATES, INC.Project No:515-964-2020 | www.snyder-associates.comANKENY, IOWA 500232727 S.W. SNYDER BLVD.Y:\pen\date.tblV:\RefLibrary\CADDStandards\WorkSpace\Standards\Printing\Print_Drivers\Black_Gray\V8iBWFullWeightPDF.pltcfgSnyder1:5011/7/201710:04:01 AMJeremy W McCormickV:\Projects\2017\117.0794.01\CADD\PP08_1170794_PLM.dgnWAUKEE, IA117.0794 8KMMEDCJWM08/25/17117.07948SPRING CREST 1REVISED AS PER CITY COMMENTS10/20/17JWM2REVISED AS PER CITY COMMENTS11/07/17JWMZONING=AGSE NWLEACH FAMILY FARMS INCZONING=AGNE NWLEACH FAMILY FARMS INCZONING=AG NW NE COPELAND, RALPH C TRUST 1/4/19 ESTELLA L & J HARRY COPELAND T CORPORATE LIMITS0 SCALE (FEET) 50 REVISED PRELIMINARY PLAT - 55' LOT LAYOUT EXHIBIT8 850'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'55.0'56.0' 56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0'56.0' 63.0'63.0'63.0'63.0'