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Home My WebLink About2018-07-02-J08 Waukee 2nd High School Preliminary Plat AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 2, 2018 AGENDA ITEM: Consideration of approval of a preliminary plat for Waukee High School No. 2 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The preliminary plat consists of approximately 160 acres of property located on the east side of N 10th Street and approximately ½ mile north of Hickman Road. The preliminary plat identifies the overall development of the property including both the property that will ultimately be owned by the Waukee School District and the property that will be owned by the City of Waukee. The preliminary plat identifies the grading of the entire parcel including future adjacent roadways as well as some storm sewer improvements on the proposed City property. Per previous arrangements, the School District has agreed to grade the entire development including the City Property in exchange for the City constructing the adjacent Douglas Parkway, 4th Street and Sunrise Drive. Once the site is completely graded, it will allow the City to come in the future and proceed with the construction of the proposed baseball/softball fields, playgrounds and parking lot with very little additional grading activities or drainage improvements necessary. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission approved the proposed Preliminary Plat at their meeting on June 26, 2018: Approval of a Preliminary Plat for Waukee Second High School Approval of a Site Plan for Waukee Second High School [655 NW 10th Street] *these items are directly related and will be presented together, but given separate voting motions* Senior Planner Andy Kass, introduced the request, made by the applicant Waukee CSD, for approval of a preliminary plat and site plan for the development of a second high school and future City Sports complex. The subject property is generally located north of Hickman on the east side of 10th street. For the sake of this discussion the preliminary plat will be dealing with the J8 entire property, but the site plan is specific to the High school grounds which is approximately the 75 acres on the south portion of the property. Mr. Kass advised that the proposed High school building is set to be 300,000 square feet in size with parking to the west, south and east with future parking on the north side of the property with the development of the City grounds. The school is set to have a track and stadium, baseball and softball fields, tennis courts, soccer fields, and two restroom/ concession stand buildings to service the fields. Mr. Kass explained that the access to the property would be off of 10th street, NE Sunrise Drive, an extension of 4th street to the east, and the future extension of NE Douglas Parkway to the north. Infrastructure and road widening will be based on development and all utilities will be extended to the property and the ponds will be owned and maintained by the City of Waukee.  Commissioner Broderick questioned if there would be volleyball courts, and if any thought had been given to eventual sustainable development and repurposing of the parking lots in the future. Mr. Deets advised that there were no volley ball courts indicated in this project. Mr. Deets also advised that sustainable development is something that the City is working with, but that it was also necessary to plan for current issues, such as parking, before planning for the event that it is no longer needed.  Commissioner Martin questioned how much bigger this school would be from the current high school. Eric Rose, a representative of the Applicant, advised that it would be about 50,000 square feet larger than the current high school.  Commissioner Hoifeldt questioned about the 10th street improvements. Mr. Deets advised that 10th street will be widened to 4 lanes between ne Sunrise and NE Douglas, and improvements to the intersection will be made to accommodate for the heightened traffic. There is a possible extension of 6th street to provide a secondary access in the short term as well. NE Sunrise drive will be 3 lanes and will have 2 round-abouts. It allows for better circulation of school traffic and comes after a lot of discussions. Johnston reports that it has had great improvements to traffic after the installation of round-abouts at the location of their new high school.  Commissioner Broderick questioned what the pedestal access up 10th and 6th street would be. Mr. Deets advised that it would be with development, but not along the farms. Under passes for the internal trail systems will be under N. 10th street and NE Douglas parkway.  Commissioner Streit verified that lower speeds would be placed on 10th street. Mr. Kass advised that was more than likely going to be the case with a school zone.  Commissioner Hoifeldt voiced a concern regarding walking traffic and not having the connections available from the city south of Hickman safely to the school. Mr. Deets advised that sidewalks may have to be installed, they just weren’t planned at the time being. It depends on the boundaries the school chooses.  Commissioner Hoifeldt also verified that the education center was 3 stories tall. Mr. Rose advised that was correct, kind of like a walk out as the grading would be pushing water to the ponds on the north portion of the property. Accessibility interior of the school would be through stairs and elevators. Commissioner Broderick moved to approve the Preliminary Plat for Waukee Second High School. The motion was seconded by commissioner Hoifeldt. Ayes: Ward, Sandie, Streit, Tietz, Broderick, Hoifeldt, and Martin. Nays: None. Motion Carries. Commissioner Broderick moved to approve the Site Plan for Waukee Second High School [655 NW 10th street]. The motion was seconded by commissioner Sandie. Ayes: Ward, Sandie, Streit, Tietz, Broderick, Hoifeldt, and Martin. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: At this time all staff comments related to the preliminary plat for the second High School and adjoining City sports complex/park ground have been addressed. RECOMMENDATION: Staff would recommend approval of the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Preliminary Plat/Site Plan PREPARED BY: Brad Deets, Development Services Director REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 18- APPROVING WAUKEE HIGH SCHOOL NO. 2 PRELIMINARY PLAT IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended approval of a Preliminary Plat for Waukee High School No. 2 on June 26, 2018, subject to remaining staff comments; AND, WHEREAS, the Preliminary Plat for Waukee High School No. 2 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 2nd day of July, 2018, that the Preliminary Plat for Waukee High School No. 2 be approved subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Waukee Second High School – Preliminary Plat & Site Plan PREPARED BY: Andy Kass, AICP, Senior Planner REPORT DATE: June 22, 2018 MEETING DATE: June 26, 2018 GENERAL INFORMATION Applicant: Waukee Community School District Owner: Waukee Community School District & City of Waukee Engineer: Joel Jackson, P.E., Bishop Engineering Request: The applicant is requesting approval of a preliminary plat and site plan for the development of a second high school and a future City sp orts complex. Location and Size: Property is generally located north of Hickman Raod, west of North 10th Street containing approximately 160 acres. Legal Description: NW 1/4 Section 28, Township 79 North, Range 26W AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. June 22, 2018 2 of 4 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Residential A-1 (Agricultural District) North Vacant – Undeveloped Neighborhood Residential A-1 (Agricultural District) South Vacant – Undeveloped Neighborhood Residential A-1 (Agricultural District) East Vacant – Undeveloped Neighborhood Residential A-1 (Agricultural District) West Stratford Crossing Development Neighborhood Residential / Employment C-1 (Community & Highway Service Commercial District), R- 3 (Multi-Family Residential District), R-4 (Row Dwelling & Townhome District), R-2 (One & Two Family Residential District, R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay District) HISTORY For two years the City of Waukee and the Waukee Community School District have been working together to purchase 160 acres and master plan it for a second high school site and a future City sports complex. In February 2018, a bond referendum was approved by voters to finance the construction of the proposed second high school. The School District intends to begin grading and construction of their portion of the property this year with a targeted opening of the high school for the fall of 2021. Improvements to the City sports complex portion of the property are targeted for completion in the spring of 2022. PROJECT DESCRIPTION Preliminary Plat The preliminary plat identifies the creation of two lots. Lot 1 is approximately 75 acres in area and is the lot that the proposed second high school and associated athletic fields will be constructed upon. Lot 1 will be owned by the Waukee Community School District. Lot 2 is 66 acres in area and is the future site of the City sports complex. Lot 2 will be owned by the City of Waukee. Lot 2 will also have the storm water retention ponds that will provide regional detention for the high school site and the City sports complex. The ponds will be owned and maintained by the City of Waukee. Site Plan The site plan for the second high school identifies the construction of a 300,000+ square foot school building with associated parking areas. The new high school will feature 94 classrooms. In addition, the site plan identifies a football stadium, locker room building, concessions and restroom building, baseball/softball fields, June 22, 2018 3 of 4 tennis courts, soccer fields, and a potential greenhouse. Parking lots for the school are located on the west, south, and east sides of the building. Trash enclosures for the high school are located on the east side of the building and are partially integral to the building. The site plan also identifies the conceptual layout of the City sports complex. Detailed plans for the City sports complex will be forwarded for review when they are completed. A-1 ZONING DISTRICT - BULK REGULATIONS Criteria Required Proposed Front Yard Setback 75 feet 770 feet Side Yard Setback 50 feet 1,070 feet Rear Yard Setback 50 feet 970 feet Lot Width 200 feet 1,500 feet (Lot 1) 1050 (Lot 2) Lot Area No minimum 74.51 acres (Lot 1) & 66 acres (Lot 2) ACCESS AND PARKING Access to the school site will be provided off of 10th Street on the west side, 4th Street on the east side, and Sunrise Drive on the south side. Improvements to these streets are discussed below. The required amount of parking for the school and associated athletic facilities is 1,084 parking spaces and the site plan identifies a total of 1,598 parking spaces. Pedestrian walkways will be installed around the buildings and throughout the site. Trails and sidewalks will be installed as part of the future road projects as well. A pedestrian underpass under 10th Street will also be installed as part of the improvements to remove an at grade crossing for pedestrians and bicyclists. UTILITIES A 12-inch water main will be extended along 10th Street as part of these improvements. From that 12-inch water main additional water mains will be extended throughout the site and along public streets. The City is in the process of completing a sewer project that will serve the high school, sports complex and additional development to the east and west. These developments will flow to the east to the Little Walnut Creek Lift Station. Storm water for the site will be detained in the regional retention ponds north of the school building. These ponds will be built with the school site, but will be owned and maintained by the City of Waukee. Eventually these ponds will be utilized as an amenity feature within the future City sports complex. Water from the retention ponds will provide an irrigation source for the school site. ROAD IMPROVEMENTS Significant road improvements will be made to existing 10th Street and future streets that will surround the subject property. Beginning in 2020, the City will construct improvements to 10th Street and construct an extension of Sunrise Drive. Future improvements for 4th Street, Sunrise Drive, and Douglas Parkway are slated for either 2021 or 2022. June 22, 2018 4 of 4 LANDSCAPING & OPEN SPACE A total of 20% open space is required for the development. The Site Plan indicates that 50% open space will be provided. A total of 1,318 trees and shrubs are required for the school site. The landscape plan indicates a total of 1,423 trees and shrubs will be provided. The site will be sodded and seeded with a variety of grasses including native plantings. ELEVATIONS Elevations of the proposed buildings have been provided for review. Materials proposed include aluminum panel, precast metal wall panels, wood pattered aluminum panels, brick, and metal screening. Elevations for the proposed athletic facility buildings have also been provided and incorporate the same materials listed above. LIGHTING PLAN Lighting plans for the building, parking areas, and athletic fields have been submitted and are in conformance with the Site Plan Ordinance. STAFF RECOMMENDATION The proposed preliminary plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval subj ect to remaining staff comments. SITEPROPOSED WAUKEE SECOND HIGH SCHOOLPRELIMINARY PLAT / SITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THEFIFTH P.M., WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:HIGH SCHOOL655 NW 10TH STREETWAUKEE, IA 50263STADIUM605 NW 10TH STREETWAUKEE, IA 50263OWNERS:WAUKEE COMMUNITY SCHOOL DISTRICT560 SE UNIVERSITY AVEWAUKEE, IA 50263CITY OF WAUKEE805 UNIVERSITY AVEWAUKEE, IA 50263PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTATTN: ERIC ROSE560 SE UNIVERSITY AVEWAUKEE, IA 50263ZONING:A-1: AGRICULTURAL DISTRICTBUILDING SETBACKS:FRONT YARD = 75 FEETSIDE YARD = 20 MIN ONE SIDE, 75 FEET CORNER LOTREAR YARD = 50 FEETPARKING REQUIREMENTS:DAYTIME PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE & 1 SPACE PER CLASSROOMDAYTIME PARKING REQUIRED = 115 EMPLOYEES + 94 CLASSROOMS = 209 STALLSEVENING PARKING REQUIREMENTS: 1 SPACE PER 4 SEATS IN AUDITORIUM/GYMNASIUMEVENING PARKING REQUIRED = 2500/4 + 1000/4 = 875 STALLSPARKING PROVIDED:WEST HIGH SCHOOL LOT = 672 STALLS (INCL 15 HC STALLS)TENNIS COURT / STADIUM LOT =210 STALLS (INCL 7 HC STALLS)EAST HIGH SCHOOL LOT = 486 STALLS (INCL 8 HC STALLS)BASEBALL / SOFTBALL LOT = 226 STALLS (INCL 7 HC STALLS)TOTAL PARKING PROVIDED = 1,594 STALLS (INCL 37 HC STALLS)OPEN SPACE REQUIREMENTS:OPEN SPACE REQUIREMENTS = 20%LOT 1 (HIGH SCHOOL) OPEN SPACE:OPEN SPACE REQUIRED = 3,247,461x0.20 = 649,492 SFOPEN SPACE PROVIDED > 50%LOT 2 (CITY ATHLETIC COMPLEX) OPEN SPACE:OPEN SPACE REQUIRED = 2,882,123x0.20 = 576,425 SFOPEN SPACE PROVIDED > 99%IMPERVIOUS SURFACE:LOT 1 IMPERVIOUS SURFACE = 1,405,000 SFLOT 2 IMPERVIOUS SURFACE = 25,800 SFDISTURBED AREA:DISTURBED AREA = 175 ACRES MORE OR LESSBENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12APOINT #9000NORTHING = 592982.79EASTING = 1533444.62ELEVATION = 998.23DESCRIPTION: SOUTH OF FARMHOUSE, NEAR PROPERTY JOGPOINT #9001NORTHING = 593244.61EASTING = 1533462.82ELEVATION = 1003.36DESCRIPTION: NORTH OF FARMHOUSE, NEAR NW PROPERTY CORNERPOINT #9002NORTHING = 593209.31EASTING = 1534246.43ELEVATION = 995.41DESCRIPTION: 180 FEET EAST OF NE CORNER OF PARCEL APOINT #9003NORTHING = 593192.34EASTING = 1535357.65ELEVATION = 992.45DESCRIPTION: 1300 FEET EAST OF NE CORNER OF PARCEL APOINT #9004NORTHING = 593507.89EASTING = 153623.77ELEVATION = 990.37DESCRIPTION: 400 FEET SOUTHEAST OF NORTH 1/4 CORNER, SEC 28VICINITY MAPSCALE: 1' = 2,000'COPYRIGHT 2018 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD I CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVSHEET INDEX:C-001COVER SHEETC-002PHASING PLANC-101DEMO PLANC-200 - C-210LAYOUT PLANC-300 - C-311GRADING PLANC-400 - C-411UTILITY PLANC-501 - C-503DETAILS SHEETC-601 - C-604SWPPPL-100 - L-200LANDSCAPE PLANLI-101 - LI-501IRRIGATION PLANV-101 - V-107BOX CULVERT PLANPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18M:\LAND PROJECTS 2016\160106\DWG\C0 COVER.DWG6/12/2018 9:23:52 PM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTC-001COVER SHEETUTILITY MAPS PROVIDED BY:1.ELECTRIC (MID AMERICAN /mecdsmdesignlocates.@midamerican.com)2.STORM AND SANITARY (CITY OF WAUKEE / ekoester@waukee.org)3.GAS (CITY OF WAUKEE/ ekoester@waukee.org) - NONE ON SITE4.WATER (CITY OF WAUKEE / ekoester@waukee.org)5.FIBER (UPN / JEFF HENSLEY 515-419-4838)6.TELEPHONE (CENTURYLINK / JERRY 515-371-8094)7.CABLE (MEDIACOM / PAUL MAY 515-246-2252pmay@mediacomcc.com)WETLAND NOTES:1.REGULATED WETLANDS AND NON REGULATED WETLANDS ARE LOCATED ON THE PROJECT SITE. WETLAND STUDY HAS BEENCOMPLETED BY FOTH INFRASTRUTURE AND ENVIRONMENTAL.2.WETLAND MITIGATION WILL BE COMPLETED BY THE OWNER AND IS NOT THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTORWILL NOT BE LIMITED OR IMPACTED BY THE WETLANDS AND CAN GRADE THE ENTIRE SITE AT THE BEGINNING OF THE PROJECT.STAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATIONWITH THE PROJECT ENGINEER.2.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO DAVID BENTZ, BISHOP ENGINEERING (515-276-0467 OR DBBENTZ@BISHOPENGR.COM) PRIOR TOANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL.INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.SOILS REPORT:-REFERENCE ALLENDER BUTZKE SOILS REPORT (PN 171470) FOR ADDITIONAL SOILSINFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTING DESIGN,AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THEPLANS GOVERN OVER PAVEMENT THICKNESS IN THE SOILS REPORT.EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAIDFOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECTPLANS AND SPECIFICATIONS.FARM TILE NOTES:1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH ANINSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE.2.IT IS ANTICIPATED THAT THE SITE CONTAINS FIELD TILES, HOWEVER, LIMITED INFORMATION IS AVAILABLE.3.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50FEET OF THE FIELD TILE.4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FARM TILES TO BISHOP ENGINEERING.PAVEMENT PLACEMENT NOTES:1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR SLIP FORM PAVING REQUIREMENTS AND LASER SCREEDREQUIREMENTS.STORM & SANITARY TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENTFOR APPROVAL PRIOR TO PAVING.CONSTRUCTION PHASING NOTES:1.SEE PHASING PLAN SHEET C-002 FOR DETAILED CONSTRUCTION PHASING INFORMATION.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FORCONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN ANEXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARYSEWER CROSSED OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID. IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USEWATER-TIGHT N-12 PIPE, CENTERED ON THE CROSSING.4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.SPECIFICATIONS NOTES:1.IN THE EVENT OF A DISCREPANCY BETWEEN THE WAUKEE SECOND HIGH SCHOOL PROJECT SPECIFICATIONS AND: CITY OF WAUKEE REQUIREMENTS ANDSPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS 2018), THE CITY OF WAUKEE STANDARDSPECIFICATIONS SHALL GOVERN.2.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOTCONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.3.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANYCHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS. THE CITYOF WAUKEE DEVELOPMENT SERVICE DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKENDOR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE DEVELOPMENT SERVICES DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORKTO SCHEDULE A PRE-CONSTRUCTION MEETING.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.18.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE AND LOCATIONS SHALL BE NOTED ON AS-BUILT DRAWINGS.5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDASSW-105). TRASH GUARDS SHALL NOT BE PROVIDED FOR FLARED END SECTIONS THAT ARE INTENDED TO BE BELOW THE NORMAL POOL OF THE DETENTION BASINS.6.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.7.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.8.ALL STRUCTURES CALLED OUT AS "MODIFIED" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDE ADDITIONALWALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY AND ALLMODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID.9.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.10.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY ANDSTORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOSSHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.11.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.12.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.13.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.14.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.15.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.16.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.17.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.18.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 4" STORZ CONNECTION.19.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NOADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS.20.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER(515-276-0467) FOR A COPY OF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: TBD3.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILLNEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONALDETAILS.DETENTION BASIN AS-BUILTS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION PONDSTORM SEWER. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAIDAS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FORALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.AS-BUILTS WILL INCLUDE:-TOPO SURVEY-VERIFY RESTRICTOR PLATES-CAPACITY VOLUME CALCULATIONS-STORM SEWER RIM AND INVERT AS-BUILTS AROUND PONDS.**CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORESEEDING HAS TAKEN PLACE**AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNEDCERTIFICATION STATEMENT TO THE CITY OF WAUKEE INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED.MONUMENT AND BUILDING SIGNAGE:1.ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUNDOR BUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS.FIRE DEPARTMENT ACCESS NOTES:1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, OR PORTIONS OF A BUILDING AS SOON ASVERTICAL CONSTRUCTION OF THE BUILDING COMMENCES.2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 503.2 AND SHALL EXTEND TO WITHIN 100 FEET OF ALLEXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.3.ANY AND ALL FIRE APPARATUS ACCESS ROAD WORK NECESSARY TO COMPLY WITH WAUKEE FIRE DEPARTMENT REQUIREMENTSSHALL BE CONSIDERED INCIDENTAL TO BID.4.SEE PHASING PLAN (SHEET C-002) FOR ADDITIONAL DETAILS.SOIL STOCKPILE NOTES:1.SEE SHEET C-311 FOR TOPSOIL STRIPPING, RESPREAD, AND STOCKPILE REQUIREMENTS.2.SEE SHEET C-311 FOR STOCKPILING OF STRUCTURAL FILL. 16' - 0"50' - 0"16' - 0"39' - 4" 10 20 30 40 50 40 30 20 10102030405040302010 FIELD #3FIELD #1FIELD #2FIELD #4PARKGREENHOUSE(BID ALTERNATIVE)FIELD #8FIELD #5FIELD #6FIELD #7FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14PLAYGROUNDFIELD #12FIELD #20FIELD #19FIELD #17FIELD #15FIELD #16FIELD #24FIELD #18FIELD #22SUNRISE DRFIELD #21FIELD #23FIELD #25N 10TH ST N 4TH ST N 6TH ST [][][][][][][][]INDOOR BATTINGCAGE BUILDINGFOOTPRINT = 4,511 SFFF=1012.30RESTROOM & STORAGE BUILDING FOOTPRINT = 1,755 SF FF=1012.30 CONCESSIONBUILDING650 SFFF=1012.30DUGOUTDUGOUT DUGOUTDUGOUT STADIUM RESTROOM BUILDING AREA = 2,930 SF FF=1014.50 STADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00SUNRISE DRSUNRISE DRSUNRISE DRDOUGLAS PKWYN 4TH ST WAUKEE HIGH SCHOOL #2MAIN FLOOR = 1013.00BASEMENT FLOOR = 998.00LOT 22882123 SF66.16 AC212091 SF4.87 ACLOT "A"MPE = 997.00MPE = 996.00TENNIS COURT STORAGE BUILDINGAREA = 144 SFFF=1015.10PLAYGROUNDTRASHENCLOSURETRASHENCLOSURELOT 13242837 SF74.45 ACDUGOUTDUGOUTDUGOUT DUGOUT PRESS BOXPRESS BOXTRASHENCLOSUREAREA180897 SF4.15 ACLOT "C"135094 SF3.10 ACLOT "B"60,000 CU. YD. SOIL STOCKPILELIMITS: CITY TO REMOVE NOLATER THAN AUGUST 1ST, 2020.CONTRACTOR WILL HAVE ACCESS TO BEGINCONSTRUCTION IN THIS AREA FOR PARKINGLOT AND RELATED WORK ON THIS DATE.INSTALL STORM SEWER PRIOR TO PLACINGSOIL STOCKPILE. COVER INTAKE WITH SOIL-TIGHTMETAL PLATE.INSTALL WATERMAIN IN THIS AREA PRIOR TO PLACING SOIL STOCKPILETHIS AREA TO BE SEEDED AND STABILIZED IN SEPTEMBER 2019.PERMANENT IRRIGATION MUST BE INSTALLED PRIOR TO SEED.-IRRIGATION MUST BE FUNCTIONAL BY MAY 15TH, 2020.-SCHOOL DISTRICT TO PAY FOR THE IRRIGATION WATER BILL FOR THEBACKUP IRRIGATION SYSTEM IF THE LAKE RUNS LOW/ DRY.POND TO BE CONSTRUCTED, OUTLET STRUCTURE AND LAKE EDGE INSTALLED BY FALL OF 2019.POND TO BE USED FOR IRRIGATION THAT MUST BE FUNCTIONAL BY MAY 15TH, 2020.BASEBALL/ SOFTBALL FIELDS WILL BE OPERATIONAL FOR SPRING 2021:-SEEDING OF THE FIELDS MUST BE DONE IN SEPTEMBER 2019.-PERMANENT IRRIGATION MUST BE INSTALLED PRIOR TO SEED.-IRRIGATION MUST BE FUNCTIONAL BY MAY 15TH, 2020.-SCHOOL DISTRICT TO PAY FOR THE IRRIGATION WATER BILL FOR THEBACKUP IRRIGATION SYSTEM IF THE LAKE RUNS LOW/ DRY.-SUBSTANTIAL COMPLETION OF EVERYTHING LOCATED WITHIN THISOUTLINE WILL BE JULY 31ST, 2020.INSTALL 72" STORM SEWER & CONDUITS FOR ELECTRICAL.-RELOCATE EXISTING ACCESS ROAD TO NEW LOCATION AFTERUTILITY INSTALLATION TO FACILITATE GRADING WHERE THEEXISTING ACCESS ROAD IS LOCATED.-SEE SWPPP FOR ROCK ROAD DETAIL.-ADD ADDITIONAL ROCK AS NECESSARY.-EDGE OF ROCK ROAD SHALL BE KEPT 6.5' NORTH OF FUTURESUNRISE DR CURB TO FACILITATE SUNRISE DR CONSTRUCTIONONCE CITY PROVIDES ACCESS VIA SUNRISE DRIVE AND NEWROUNDABOUT IN FALL OF 2020, CONTRACTOR SHALL REMOVEROCK ROAD FROM THIS POINT NORTH TO COMPLETE THEDRIVE CONNECTIONS.-ROCK ROAD WEST OF THIS POINT ALONG SUNRISE DRIVEWILL BE REMOVED BY SUNRISE DRIVE CONTRACTOR ONCECITY PROVIDES ALTERNATIVE SITE ACCESS.JULY 31ST, 2020 SUBSTANTIAL COMPLETION OF THISAREA FOR BASEBALL/ SOFTBALL PARKING.-PAVING, UTILITIES, SEEDING AND LANDSCAPINGMUST ALL BE COMPLETED BY THIS DATE.12" WATERMAIN ALONG 10TH TO BE ACTIVEAND ACCEPTED BY THE CITY BYOCTOBER 1ST, 2019.-THIS INCLUDES THE ABANDONMENT OF THEEXISTING 4" WATERMAIN.EXISTING ROCK ROAD:CONTRACTOR SHALL ADD ROCK/ MAINTAIN AS NECESSARYCITY OF WAUKEE TO CLOSE 10TH STREETFOR RECONSTRUCTION IN SPRING OF2020. CITY WILL BE IN CHARGE OF MAINTAININGACCESS TO THE PROJECT VIA 10TH DURING THE CLOSURECONTRACTOR MEANS AND METHODS TO INSTALL WATERMAINUNDER ACCESS ROAD WHILE MAINTAINING ACCESS TO THE SITEMEANS AND METHODS TO MAINTAINCONSTRUCTION ACCESS WHILECONSTRUCTING THIS SECTION OFROADWAY AND WATERMAINFIRE DEPARTMENT ACCESS WITHIN 100 FEET OF ALL PORTIONS OF THE BUILDING IS REQUIRED ATTHE TIME THE BUILDING BEGINS TO GO VERTICAL. CONTRACTOR SHALL COORDINATE PAVINGACCORDINGLY OR PROVIDE 6" THICK TEMPORARY ROCK ACCESS ROAD AS NECESSARY. FIREAPPARATUS ROAD SHALL COMPLY WITH FIRE CODE SECTION 503.2 AND SUPPORT THE WEIGHT OFA FIRE TRUCK. ALL TEMPORARY ROCK LARGER THAN 3/4" SHALL BE REMOVED FROM THE SITE.CONTRACTOR IS NOT ALLOWED TO DISK ROCK INTO SOIL.CONTRACTOR MEANS AND METHODS TOINSTALL ELECTRICAL CONDUIT ACROSSTEMPORARY ACCESS ROAD AT THIS LOCATIONPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE0804080160M:\LAND PROJECTS 2016\160106\DWG\C0 PHASING.DWG6/12/2018 9:24:29 PM C-002PHASING PLAN F/OF/OFOF/OWVWVIIIIIIIIIIIIIIIIIIIIIIIIII IIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETTELEST26"ST26"ST26"ST26" ST 26" ST 26"ST26"ST26"ST26"ST26"ST26"ST26"ST26"ST26"ST26"ST 2 6 "ST2 6 " S T 26 "ST6"ST 6"ST 6" ST 6" ST 6"ST 6"ST6" ST 6" ST 6" ST 6"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"TVTVTVTFF=1005.45FF=1002.74IIIIIIIIIIIIIIO/EU/EU/EU/EU/ECATVCATVCATVCATVCATVU/EU/EU/ECATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV10031 0 0 0 9 9 5 990 99 0995995 1010100510009 9 7 9969951010 1015 1010 1010 101010181010 10101 0 0 5 1000 1006 100510001000995990989 9 8 8 985980985990995 1 0 0 010009959 9 5 9929909859909 8 5 98 1 985 990 994985 99199399599 0 98598499010011000 995995100510101015102010141015 1 0 0 51005101010151019102510231027102110251027102010151010 100510019981000 10101011101210131013101410 0 0 10 0 5 101010181017101810201015 10201020102310181019 102010211 0 2 1 1 0 2 0 1 0 1 9 1 0 1 8 1 0 1 7 101 6 10191018101710161015 1012 10151 0 1 8 101210101005 9 9 5 9 90 10 1 510201015 1 0 1 0 10 0 5 10 0 5 1 0 0 8 100710111010100 9 10081000995101610151010100510001000999999 998 9999989 8 5 9909859951000ST6"ST6"ST6"STST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"REMOVE EX FENCEREMOVE EX FENCEREMOVE EX FENCEREMOVE EX FENCEREMOVE EX STORM SEWERREMOVE EX STORM SEWERREMOVE EX STORM SEWERN 10TH STREETN 10TH STREET PROTECT EX CULVERTSREMOVE EX INATKEPROTECT INLET PIPEREMOVE EX CULVERTREMOVE EX SIGNREMOVE ANY REMAININGCONCRETE/GRAVEL SURFACEFROM FUTURE FARMSTEADVERIFY LOCATION &REMOVE EX STORM SEWERVERIFY LOCATION &REMOVE EX STORM SEWERCONTRACTOR SHALL FIELDVERIFY EXISTING LOCATION,SIZE & ELEVATION OF EX FIELDDRAIN PRIOR TO ORDERINGSTORM STRUCTURESSEE UTILITY PLAN FORCONNECTIONVERIFY LOCATION &REMOVE EX FIELD DRAINWITHIN DISTURBED AREACONTRACTOR SHALL FIELD VERIFYEXISTING LOCATION, SIZE & ELEVATIONOF EX FIELD DRAIN PRIOR TOORDERING STORM STRUCTURESSEE UTILITY PLAN FOR CONNECTIONPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE010050100200M:\LAND PROJECTS 2016\160106\DWG\C1 DEMO.DWG6/12/2018 9:25:04 PM C-101DEMO PLANDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGECONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NOGRINDING WILL BE ALLOWED. 16' - 0"50' - 0"16' - 0"39' - 4" 10 20 30 40 50 40 30 20 10102030405040302010 FIELD #3FIELD #1FIELD #2FIELD #4PARKFIELD #8FIELD #5FIELD #6FIELD #7FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14PLAYGROUNDFIELD #12FIELD #20FIELD #19FIELD #17FIELD #15FIELD #16FIELD #24FIELD #18FIELD #22SUNRISE DRFIELD #21FIELD #23FIELD #25DOUGLAS PKWYN 10TH ST N 4TH ST N 6TH ST SAN 15"SAN15"SA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN8"SAN 8" SAN 8" SAN 24"SAN 24"SAN 15"SSAN8"SAN8"SAN24"SAN24"SSSSSSSAN SAN SSSSSAN 24"SAN 24"SAN24"SSAN24"SSAN24"SAN24"SAN24"SAN24"SSSSSAN8"SAN8"SS[][][][]54924 SF1.26 ACOUTLOT "X"LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"212091 SF4.87 ACLOT "A"SPLAYGROUNDLOT 13242837 SF74.45 AC180897 SF4.15 ACLOT "C"135094 SF3.10 ACLOT "B"IIIIIIIIIIIIII128.50'2023.68'484.28'235.94'168.79'455.17'1774.20'178.89'2331.75'127.80'765.75'N90°00'00"W547.83' N00°00'00"E R=235.00'Δ=58°08'41"L=238.48'CH=228.38'N41°31'28"WR=585.00'Δ=51°40'19"L=527.58'CH=509.88'S83°34'02"WR =18 5. 0 0 'Δ=31°29'15"L=10 1.67 'CH=100.39'S 4 1 ° 5 9 '15"W723.85'N90°00'00"W974.73'N00°20'35"E 75.00'N45°29'12"E 75.00'S00°35'39"W1592.83'S89°24'21"ER=1125.00'Δ=27°00'00"L=530.14'CH=525.25'N75°54'21"W456.19'S62°24'21"E378.79'N62°24'21"WR=1275.00' Δ=7°15'00"L=161.34' CH=161.23'N66°01'51"WR=560.00'Δ=27°17'49" L=266.79'CH=264.28' S13°56'45"W 422.99' S00°17'51"W 8 2 . 7 7 ' S 5 1 ° 4 1 ' 4 7 "W 135.92' N00°17'51"E 66.32'N51°52'11"WR=499.00' Δ=12°45'02"L=111.05' CH=110.82'N06°04'40"W627.95' N00°17'51"E 9 4 . 7 9 'N5 6 ° 4 2 ' 4 2 "E2.15'S00°29'45"WR=374.00' Δ=13°06'28"L=85.56' CH=85.38'S86°22'39"E82.68'S79°49'25"ER=2050.00'Δ=9°40'39"L=346.25'CH=345.84'N84°39'45"W255.41'S89°30'04"E198.29'N86°29'56"E93.35'S37°41'51"E155.55'S83°50'52"E49.48'N84°24'42"E4 4 . 4 5 ' N 4 6 ° 5 8 ' 0 4 " E39.05'N81°32'57"E53.40'N84°24'42"ER=2892.12'Δ=5°11'45"L=262.27'CH=262.18'N86°59'31"E685.06'S89°30'04"E75.00'S44°34'45"E828.42'S00°20'33"W 32.62'S45°10'17"W160.00'N00°20'33"E 32.43'S44°49'43"E388.24'S00°20'33"W59.99'S00°29'56"W179.76'N90°00'00"W82. 0 1 ' S27 ° 3 5 ' 3 9 " W SHEET C-201SHEET C-202SHEET C-203SHEET C-205SHEET C-204SHEET C-206SHEET C-209SHEET C-208SHEET C-207HIGH SCHOOLSTADIUMTENNIS COURTSLOCKER ROOM BLDGRESTROOM BLDG SCHOOL BASEBALL &SOFTBALL COMPLEXBATTING CAGE CONCESSION BUILDINGRESTROOM &STORAGE BUILDINGSHARED PARKING LOTHIGH SCHOOL &STADIUM PARKING LOTHIGH SCHOOL PARKING LOTFUTURE CITYBASEBALL COMPLEXFUTURE CITYSOFTBALL COMPLEXFUTURE CITYSOFTBALL COMPLEXFUTURE CITYSOFTBALL COMPLEXFUTURE CITY PARKING LOTDETENTION BASINDETENTION BASINGREENHOUSE BUILDINGPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE010050100200M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:25:46 PM C-200OVERALLLAYOUT PLANTRAFFIC SIGN NOTES:1.THESE NOTES SHALL APPLY ONLY TO TRAFFIC SIGNS CALLED OUT ON THEPLANS. FOR HANDICAP PARKING SIGNS SEE DETAIL PROVIDED ON SHEET C-501.2.ALL SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATEDMETAL POLE WITH A DEPTH AND HEIGHT IN ACCORDANCE WITH MUTCD. SIGNSMAY ALSO BE MOUNTED ON LIGHT POLES.3.SIGNS SHALL BE MOUNTED 5' HIGH FROM THE FINISHED GROUND GRADE TOBOTTOM OF THE SIGN.4.ALL TRAFFIC SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.5.TRAFFIC SIGNS MOUNTED ON LIGHT POLES SHALL BE MOUNTED WITH ASTAINLESS STEEL BAND. NO DRILLING IS ALLOWED.6.TRAFFIC SIGNS SHALL BE AS FOLLOWS:STOP SIGN, MUTCD CODE R3-2, SIZE 30"x30"DO NOT ENTER SIGN, MUTCD CODE R5-1, SIZE 30"x30"NO RIGHT TURN, MUTCD CODE R6-1, SIZE 24"x24"NO LEFT TURN, MUTCD CODE R6-1, SIZE 24"x24"KEEP RIGHT SIGN, MUTCD CODE R4-7, SIZE 18"x24"ADA RAMP & LANDING NOTES:1.RAMPS ON SIDEWALKS THAT EXCEED 5% RUNNING SLOPE MUST HAVE AMINIMUM OF 5'X5' LANDING AT THE TOP AND BOTTOM OF THE RAMP. THELANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.2.NOT ALL RAMPS AND LANDINGS ARE CALLED OUT ON PLANS. ANYWHERE AWALK EXCEEDS 5% SLOPE, AS SHOWN ON THE GRADING PLAN, SHALL BECONSIDERED AN ADA RAMP AND THEREFORE MUST HAVE LANDINGS.3.SIDEWALKS SHALL NOT EXCEED 2% CROSS SLOPE AT ANY LOCATION.PAVEMENT PLACEMENT NOTES:1.SEE PROJECT SPECIFICATION 32 13 13 FOR ADDITIONAL INFORMATION ON SLIPFORM AND LASER SCREED REQUIREMENTS. W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"PLAYGROUNDFIELD #20FIELD #24FIELD #22FIELD #21FIELD #23FIELD #2524"SAN 24"SAN 24"SAN 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN SAN SAN SAN SAN SAN SSSAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"STST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST DDFUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FU T U R E W A L K ( B Y C I T Y )DOUGLAS PKWYFUTUREFUTUREFUTUREFUTUREFUTURE SOFTBALL PLAZA AREA (BY CITY)FUTUREFUTUREFUTURE(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)FUTURE WIDENING FUTURE 10' WIDE TRAIL FUTURE WIDENING WV WV HYD HYD HYD STSTPROPOSED PUBLIC WATER MAIN EASEMENT WV WV HYD FUTURE 10' WIDE TRAIL 128.50'75.00' S00°35'39"W 7 5 . 0 0 ' N 4 5 ° 2 9 ' 1 2 " E 974.73' N00°20'35"E PROPOSED 10' PUEF/OF/OFOWVWVN 10TH STREET (CONCRETE SURFACE - PUBLIC STREET)55' PUBLIC HIGHWAYEASEMENTBK 513 PG 109EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 159TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELECP #910712" PINE16" PINE8" PINE8" PINE8" PINE8" PINE6" PINE4X2" PINETEL12" PINE4X2" PINE8X2" PINE16" PINE10" PINEE40' PUBLIC HIGHWAYEASEMENTBK 513 PG 109W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W 4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"WTVTVTVTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ECATVCATVU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:26:00 PM C-201LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" N 10TH ST STSTST ST ST ST ST ST ST ST ST ST ST DSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTST ST ST ST ST ST ST ST STSTSTST ST STSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST DSTSTSTSTSTDDDW W W W W W W W W W WHYD W SAN 15"SAN 15"SAN 15"SAN 15" SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W SAN15"SAN15"SAN15"SANSANSAN 24"SAN 24"SAN 24"SAN 24" SAN 15"SAN 15"SAN 15"SAN 15"SAN 15"SSSSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSAN24"SANSSSDDDU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E[][][][][][][][][][][][]PROPOSED PUBLIC SANITARY SEWER EASEMENT 121212161LF 9' TALL WIND SCREEN(SEE DETAIL 7/C-503)12121212121212121212121212161016712191212121212121212121317131313131313131312121212121261212121212121212151212912121312131212672 SPACES209 SPACESBLEACHERS(BY OWNER)10' TALL BLACK VINYL CHAINLINK FENCE IN MOW STRIP(SEE DETAIL 13/C-501)INSTALL POSTS & NET, TYP(SEE DETAIL 3/C-503)INSTALL POSTS & NET, TYP(SEE DETAIL 3/C-503)TENIS COURT SURFACING(SEE DETAIL 1/C-503)4" WIDE SOLIDWHITE PAINT STRIPETENIS COURT SURFACING(SEE DETAIL 1/C-503)5" PCC WALK 5" PCC WALK 5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC WALK 161LF 9' TALL WIND SCREEN(SEE DETAIL 7/C-503)SAWED CONTROL JOINT, TYP(SEE DETAIL 2/C-503)SAWED CONTROL JOINT, TYP(SEE DETAIL 2/C-503)PAVEMENT TYPE 1 (6")5" PCC WALK5" PCC WALK 10'19' 19'PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")19'PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENTTYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")5" PCC WALK4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYPPAVEMENTTRANSITION, TYP4" WIDE WHITEPAINT STRIPES, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYP4" WIDE DASHEDWHITE PAINT STRIPEWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPENON ADACOMPLIANT RAMPR5'ADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDING5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNEDDOWN WALK(SEE DETAIL6/C-501)5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK 7" PC C W A L K 5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALKR5'5" PCC WALK5" PCC WALK5" PCC WALK7" PCC WALK24'24'19'19'19'19'24'17' 24'19'24'19'19'24'17' 24'19'17'24' 24'19'19'24'17' 24'19'24'19'19'24'17' 17'24'19'19'24'19'19'24'17' 24'19'19'24'19'19'24'17' 24'19'19'24'19'19'24'17' 24'19'19'24'19'19'24'17' 24'19'19'24'19'19'24'17' 10' 10' 10' 10' 10' 5" PCC WALK 17'17'25.1'25.1'17'17'25.1'17'5'17'8'5'8'5'8'8'8'8'9' 12.5'12.5'11' 25' 12'12'12.5' 11' 17.7' 13.5' 17.7' 13.5'7'7'7'7'11' 10' 10' 10' 10' FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)BOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 16/C-501)BOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 16/C-501)AA212091 SF 4.87 AC LOT "A"4" WIDE WHITEPAINT STRIPES, TYPSANSANW BOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)ADA RAMP& LANDING5" PCC WALK 5" PCC WALK ADA RAMP& LANDINGHYD 60°FUTURE 10' WIDE TRAIL FUTURE WIDENING FUTURE 10' WIDE TRAIL FUTURE WIDENING SIDEWALKTHICKNESSTRANSITION7 " P C C W A L KSIDEWALKTHICKNESSTRANSITIONPROPOSED PUBLIC WATER MAIN EASEMENT PROPOSED PUBLIC WATER MAIN EASEMENT PAVEMENT TYPE 1 (6")SSAN15"R255'R10'R30 ' R 1 5 ' R 5 'R1 5 'HYDWVWV HYD WVWVWV W VDHYDHYD10' TALL BLACK VINYL CHAINLINK FENCE IN MOW STRIP(SEE DETAIL 13/C-501)13139DO NOTENTER SIGNWHITE PAINTEDARROW, TYPDO NOTENTER SIGNSTOP SIGNSTOP SIGNSTOP SIGNWHITE PAINTEDARROW, TYPDO NOTENTER SIGNSTOP SIGNDO NOTENTER SIGNWV 19'8'120' CL FENCE TO CL FENCE 156' CL FENCE TO CL FENCE156' CL FENCE TO CL FENCE120' CL FENCE TO CL FENCE28'18'17'9'24'19'19'24'17' 17'9'24'19'17'24'8'5'5'5'8'8'8'8'8'9'18'10'10'10'10'9'R15'17' 17'9'17' 17' 17'9'17' 17' 17' 17' 10' 10' 10' 10'10'1 0 ' 6'14'8'10'10'10'10'10' 10'10'10' 10'10'10'10'10'R 5 ' 2 0 ' 5' 10' 10'R5 '10'10'6' 6'25'25'24'24'25'24'25'25'25'25'25'24'24'24'25.1'24'24'25'25'9' 19' 25' R 5 'R5'R 5 'R5'25'25' 17'35'R 5 ' R 5 ' 25' 25'24'9'9'9'9'9'9'9'R5'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9' 9' 9'9'9' R20'R3'R5'R 5 ' R 5 'R5'R 5 'R5'R5'R5'R 5 'R2 0 'R5'R20'R 5 'R5'R 5 'R5'R 1 5 'R20'R20.5'R2 0 . 5 ' R20'R15'R1 5 ' R 6 4 ' R5 0 ' R50' R 5 'R5'R 5 'R5'R 5 'R5'R1000'R512.5'R15'R15'R5'R 5 'R5'R 5 'R3'R 3 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R15'R 5 'R15'R5'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R15'R5 'R15'R5'R 5 ' R 5 'R5'R 5 ' R 5 'R5'R5'R 5 'R5'R5'R 5 ' R 5 ' R 5 'R5'R 5 'R5'R5'R5'R 5 ' R 5 'R5'R5'R 5 'R5'R 5 ' R 5 'R100'R15'R15'R 5 'R15'R5'R5'R15'R5'R15'R5'R15'R5 'R15'R5'R15'R5 ' R 5 ' R 5 ' R 5 'R5'R5'R510' R500' R500' R510'R5'R200'R510'R210'R5'R100'R7 5 ' R500' R 5 ' R8 5 'R260'R 5 'R250'R192'R5'R5'R206'R245' R495' R505'R3'R 1 5 'R5 'R30'R40'R15'R 5 'R5'R1 0 'R10'R15'R5'R15'R5'R10'R 5 'R5'R5'R15'R15'R5'R5'R5' R 5 'R5'R5 'R15'R20'R5 'R5'R5'R5' R 5 'R5'R20'R15'R15'R1 5 ' R 5 'R2 0 'R5'R15'R3 'R20'R250'12.5'R100'11'11'10'R15'R 5 'R15'R5'17'24'9'R5'R 5 ' 12.5'12.5'4'DW12"W12"TRASHENCLOSURE15'R2'R2'PAVEMENT TYPE 2 (7")15'10'R3'R 5 'R5'R 5 'R100'WVHYDW8"W8"W8"WVEND TRAIL,CONTINUATIONBY OTHERSMONUMENT SIGN(REF ARCH)20'23'32.43'S44°49'43"E723.85'N90°00'00"WR =185.0 0' Δ = 3 1° L=101.6 7' C H S 41°5 160.00' N00°20'33"E 3 2 . 6 2 ' S 4 5 ° 1 0 ' 1 7 "W 388.24' S00°20'33"W CONTINUATIONBY CITY PROJECTCONTINUATIONBY CITY PROJECTPROPOSED PRIVATE STORM SEWER EASEMENT PROP O S E D P R I V A T E S T O R M SEW E R E A S E M E N T PROPOSED PRIVATE STORM SEWER EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT NON ADACOMPLIANTRAMP FOR FIRETRUCK ACCESSII IITELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELEST60"ST60"CP #9105CP #9106T18" PINE42" MAPLE18X4" TREE22" OAK18" PINE22" PINE26" PINE22" TREE15" TREE8" TREE6" TREE38" TREE12" PINE10" TREE18" TREE12" TREE22" TREE22" TREE17" TREE17" TREE6" TREE6" TREE15" TREE10X2" TREE38" TREE32" TREE10" TREE22" TREE22" TREE12" PINEST26"ST26"ST26"ST24"EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 15955' PUBLIC HIGHWAYEASEMENTBK 513 PG 10955' PUBLIC HIGHWAYEASEMENTBK 500 PG 540W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4" W4"FF=1005.45FF=1002.74IIIIIIO/EO/ECATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVCATVCATVPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:26:16 PM C-202LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" ST ST ST STST STST STST ST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTDST ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST STSTSTSAN SAN SAN[][][][][][][][][][][][]INSTALL POSTS & NET, TYP(SEE DETAIL 3/C-503)5" PCC WALKBLEACHERS(BY OWNER)INSTALL POSTS & NET, TYP(SEE DETAIL 3/C-503)10' TALL BLACK VINYL CHAINLINK FENCE IN MOW STRIP(SEE DETAIL 13/C-501)TENIS COURT SURFACING(SEE DETAIL 1/C-503)TENIS COURT SURFACING(SEE DETAIL 1/C-503)5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALK 5" PCC WALK SAWED CONTROL JOINT, TYP(SEE DETAIL 2/C-503)161LF 9' TALL WIND SCREEN(SEE DETAIL 7/C-503)161LF 9' TALL WIND SCREEN(SEE DETAIL 7/C-503)SAWED CONTROL JOINT, TYP(SEE DETAIL 2/C-503)4' WIDE, 7' TALL GATE4' WIDE, 7' TALL GATESEE SHEET C-210 FORSTADIUM LAYOUTSEE SHEET C-210 FORLAYOUT INFORMATIONSTADIUM RESTROOM BUILDING AREA = 2,930 SF FF=1014.50SUNRISE DRFUTURE 10' WIDE TRAIL FUTURE WIDENING FUTURE 10' WIDE TRAIL FUTURE WIDENING PROPOSED PUBLIC WATER MAIN EASEMENTHYDW8"W8"W8"TENNIS COURT STORAGE BUILDINGAREA = 144 SFFF=1015.10WV HYD HYDHYD U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E10' TALL BLACK VINYLCHAIN LINK FENCE10' TALL BLACK VINYLCHAIN LINK FENCE10' TALL BLACK VINYL CHAINLINK FENCE IN MOW STRIP(SEE DETAIL 13/C-501)120' CL FENCE TO CL FENCE 156' CL FENCE TO CL FENCE156' CL FENCE TO CL FENCE120' CL FENCE TO CL FENCE 120' CL FENCE TO CL FENCE 156' CL FENCE TO CL FENCE120' CL FENCE TO CL FENCE156' CL FENCE TO CL FENCE10' 10'28'7'18'18'28'10'10'10'10'DTEMPORARY CONSTRUCTION EASEMENTST 828.42' S00°20'33"W127.80'685.06'S89°30'04"E75.00'S44°34'45"E59.99' S00°29'56"W PROPOSED 10' PUEF/ON 10TH STREET (CONCRETE SURFACE - PUBLIC STREET) TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE55' PUBLIC HIGHWAYEASEMENTBK 500 PG 540ST 6" W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"WU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV F/OPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:26:32 PM C-203LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX PARKFIELD #19FIELD #17FIELD #18DOUGLAS PKWYSTST ST STSTSTSTST ST ST ST ST ST ST ST STSTST ST ST STDDSTSTSTSTSTSTSTSTST ST ST FUTURE PARKING (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY) FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY)FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY) FUTURE PARKING (BY CITY)LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"FUTUREFUTUREFUTUREFUTUREFUTURE(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)MPE = 996.00ST STSTSTST ST DSTPLAYGROUNDD ST ST ST ST 2023.68'1592.83'S89°24'21"EPROPOSED 10' PUEPROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENTW4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:26:45 PM C-204LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGG GGGGGGGGGGGG GGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGG16' - 0"50' - 0"16' - 0"39' - 4"WWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E GREENHOUSE(BID ALTERNATIVE)STSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTST ST ST ST ST ST STSTSTSTSTSTDST STSTSTSTSTST ST ST DSTSTSTSTSTSTSTSTSTSTST STSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTW W WWWWWWW W W W W W W W W W W W W W W W HYD HYD HYDHYD HYDWWWWWWWWWWHYDWWWWWWWWWWWWWWWWWWWW W W W W WW SANSANSANSANSANSANSANSANSANSANSSSSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSANSANSANSSSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T STSTSTSTSTWWWWDWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EPROPOSED PUBLIC SANITARYSEWER EASEMENT1414141414141414141414810850' FLAGPOLE(REF ARCH)5 " PCC W A L K 8" PCC WALK128" PCC WALK8COLOR A CONCRETEACCENT STRIP30' FLAGPOLE(REF ARCH)40' FLAGPOLE(REF ARCH)LIGHT BOLLARD,TYP (REF ELEC)MONUMENT SIGN(REF ARCH)CONCRETE BENCH(REF ARCH)LIGHT BOLLARD ,TYP (REF ELEC)CUT LIMESTONE BENCH,TYP (REF ARCH)COLOR A CONCRETEACCENT STRIPCOLOR A CONCRETEACCENT STRIPSTONE BENCH, TYP(REF LANDSCAPE PLAN)CONCRETE WALL(REF ARCH)CONCRETE WALL(REF ARCH)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 16/C-501)JOINT, TYPJOINT, TYPJOINT, TYPINSTALL 10 BIKERACKS SPACED 3' O/C(SEE DETAIL 9/C-501)PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 4(8" REIN)4" WIDE DASHEDWHITE PAINT STRIPE4" WIDE SOLIDWHITE PAINT STRIPE4" WIDE SOLIDWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPE4" WIDE DASHEDWHITE PAINT STRIPE12.5'BOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)4" WIDE WHITECROSSWALKSTRIPESADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDING5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNEDDOWN WALK(SEE DETAIL6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC WALK5" PCC WALK5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC WALK5" PCC WALK5" PCC WALK11'4" WIDE WHITEPAINT STRIPES, TYP5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALK 5" PCC WALK 5" PCC WALK 5" PCC WALK5" PCC W A L K 5" PCC WALK11' 12.5'12.5'11' 12.5'12.5' 10' 25'7" PCC WALK7" PCC WALK5" PCC WALK 5" PCC WALK5" PCC WALK5" PCC WALK7" PCC WALK8" PCC WALK7" PCC WALK5" PCC WALK5" P C C W A L K17'5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)24'5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)19'5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)17'25'25'10'8.5'17'8'8'5'8'8'5'8'5'8'8.5'8'17'10'PAVEMENTTRANSITION, TYPADA RAMP& LANDING4" WIDE WHITEPAINT STRIPES, TYPADA RAMP& LANDINGPAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMEN T T Y P E 2 ( 7 " )PAVEMENT TYPE 3 (8")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 3 (8")PAVEMENT TYPE 2 (7")8'8'ADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDING5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC TURNED DOWN WALK (SEE DETAIL 6/C-501)4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP24'19'19'24'19'19'24'19'24'STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)4" WIDE WHITEPAINT STRIPES, TYP25'13'PAVEMENT TYPE 1 (6")STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)STRUCTURAL STOOP, TYP(SEE DETAIL 5/C-501)4.5'4.5'5" PCC WALK10'10'10'BOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 16/C-501)STADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00PROVIDE REMOVABLE FENCE POSTAS NECESSARY TO PROVIDE AMINIMUM OPENING OF 12' WIDE-COORDINATE TIMING OF FENCEFABRIC INSTALLATION WITH OWNERPLAYGROUND SECTIONS(SEE DETAILS SHEET C-501)MATERIAL BY OWNERAA4' WIDE GATEINSTALL 4' TALL BLACK VINYLCHAIN LINK FENCE CENTER INOUTSIDE PLAYGROUND CURB(SEE INSTALLATION NOTES)BB4" WIDE WHITEPAINT STRIPES, TYPWAUKEE HIGH SCHOOL #2MAIN FLOOR = 1013.00BASEMENT FLOOR = 998.00SANSANDSANSANSANSANSWWWSANSANWADA RAMP& LANDINGSIDEWALKTHICKNESSTRANSITIONSIDEWALKTHICKNESSTRANSITIONADA RAMP& LANDING60°60°9SIDEWALKTHICKNESSTRANSITIONSIDEWALKTHICKNESSTRANSITIONSIDEWALKTHICKNESSTRANSITIONSIDEWALKTHICKNESSTRANSITION7" PCC WAL K 7" PCC WALKPAVEMENT TYPE 1 (6")R2 5 0 ' R2 5 6 'R110'MPE = 997.00W W W WVWVWV WVWV WVWV WVWVWV WV WVWVWV STOP SIGN& NO RIGHTTURN SIGNWHITE PAINTEDARROW, TYPDO NOTENTER SIGNDO NOTENTER SIGN6" WIDE WHITECROSSWALK STRIPEWHITE PAINTED6'8.7'9'65.8' 6'14'14'6'5'8' 10' 10' 5'5'15' 10'9.7'15'6.7'6.7'8.7'12' 12' 8' 8' 6'19' 19'8'8'5'8'5'8'8'5'8'8'8'9'12.5'36'17' 14'9'R5'R20.5'R76'R40'R225 ' R189' R20.5' R 5 'R5'R5' R210' R5'R192'R592'R606'R 5 0 'R5'R 1 5 ' R5 6 'R20'R250' R2 5 0 'R45'R40'R250'R20'9'R5'R5'R 3 '14'7'10.7'9.7'5'10'17.5'10'9'13.6'15'14'15'6'10' 10'10'14' 1 4 'R250'R3'R592'R606'R5'R2 5 'R30'R5'R2 4 2 ' R592'R5'R606'R100'R5'R100'R110'R85'R75'R20 0 'R25'R50'R50'R33'R5'R5'R5 0 ' R 5 'R130'R 3 'R105'R5'R30'R 6 0 'R5'R5'R10 ' R 5 ' R 5 'R15'17'R500'R40'R75'17'44'25'25'25'24' 24'7.7'6'9'9'9'8'19'19.7'6.3'17'17'9' 9' 9' 9' 9' 9'R15'R5'R15'R 1 0 ' R1 5 'R5'R 5 'R15'R1 5 'R5'R5'R5'R15'R1 5 'R5'R15'R5'R 5 ' R1 5 'R1 5 'R10'R 5 '6'6'6'10'11'25'24' R1 5 'R15'R70'R1 5 'R5'R4. 5 'SANSANSANSANSAN R2 0 'R20'8" PCC WALKLOT 13242837 SF74.45 AC3' WIDE FLARETO ALLOW FIRETRUCK ACCESSADA RAMP & LANDINGTRASHENCLOSUREAREAD179.76'N90°00'00"WR=235.00'Δ=58°08'41"L=238.48'CH=228.38'N41°31'28"WR=585.00'Δ=51°40'19"L=527.58'CH=509.88'S83°34'02"WR=185.00'Δ=3 1° 2 9 '15 " L=101.67'C H = 1 0 0.39'S41°5 9'1 5 " W WVPROP O S E D P U B L I C S T O R M S E W E R E A S E M E N T PROPOSED PUBLICPROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENTPROPOSED P R I V A T E S T O R M SEWER EAS E M E N T10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELEC T R I C E A S E M E N T 10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 8'PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:27:01 PM C-205LAYOUT PLANPLAYGROUND INSTALLATION NOTES:PLAYGROUND FENCE & SUBDRAIN SHALL BE INSTALLED IN THE FOLLOWING ORDER:1.FENCE POSTS & FOOTINGS2.SUBDRAIN AND STORM SEWER3.CURB & SIDEWALKS4.ROCK SUBBASE & ASPHALT PAVING5.FENCE NETTINGSEE SHEET C-601 FOR INSTALLATION DETAILS.10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGG G G G G G G G G G G U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E10 20 30 40 50 40 30 20 10102030405040302010 W W W W W W W W W W WWWSTST ST ST ST ST ST ST N 6TH ST WWWWWWWWWST ST ST ST DSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST STST ST STDST ST ST ST ST STSTST STSTST STSTST ST STSTST ST STSTSTSTSTST STSTST STSTSTSTSTST W W W W W W W W W W W W W WWSANSANSDDW15487 SPACES15151515151515151515151515151515151515ADA RAMP& LANDING5" PCC WALK19'17'PAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENTTRANSITION, TYPPAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 1 (6") PAVEMENT TYPE 2 (7") PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")ADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDINGADA RAMP& LANDING5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALK5" PCC WALK5" PCC WALK5" PCC TURNED DOWN WALK5" PCC TURNED DOWN WALK (SEE DETAIL 6/C-501) 5" PCC TURNED DOWN WALK (SEE DETAIL 6/C-501)4" WIDE WHITEPAINT STRIPES, TYPPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE SOLIDWHITE PAINTSTRIPE4" WIDE SOLIDWHITE PAINTSTRIPE24'24'19'17'17'24'19'19'24'19'19'24'24'19'19'24'17'24'19'19'24'19'19'24'17'11'25'25'11'PAVEMENT TYPE 2 ( 7 " ) P A V E M E N T T Y P E 2 ( 7 " ) PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")7' 7'4.5'7' 7'4.5'6'4.5'9'4.5'8'ADA RAMP& LANDING11'10'10'10'10'SEE SHEET C-210 FORSTADIUM LAYOUTSEE SHEET C-210 FORSTADIUM LAYOUTSEE SHEET C-210 FORSTADIUM LAYOUTSUNRISE DRHYDWV HYDU/EU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E5" PCC WALK DO NOTENTER SIGNNO RIGHTTURN SIGNSTOP SIGN& NO RIGHTTURN SIGNWHITE PAINTEDARROW, TYPSTOP SIGN& NO RIGHTTURN SIGNWHITE PAINTEDARROW, TYPDO NOTENTER SIGNDO NOTENTER SIGN1'R250' R1 0 ' R10' R1 5 'R5'R5'R 5 'R15'6'17'17'17'9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9'R10'R 5 ' R15'R5'R10'R5'R5'R10' R10' R5 'R10'R10'R5'R5' R10'R5'R5'R10'R5'R15'R 1 0 'R10'R1 0 'R5'R5'R5 'R10'R5 ' R5 'R5'R10'R1 0 'R15'R10'R1 5 ' R 5 ' R 1 0 'R5'R 5 'R5'R10'R5'R 1 0 'R5'R 5 ' R 5 ' R 5 ' R 5 'R5'R5'R5'R5'R 5 ' R 5 'R5'R5'R 5 ' R 5 'R5'R 5 'R5'R 5 'R10'R 1 5 'R5'R 5 'R5'R1 5 ' R 5 'R15'R 5 ' R1 5 'R15'R1 5 'R20' R 5 'R15'R5'R15'R 1 0 ' 10' 10' 10' 10' 10'6'6'6'10'30'10'10'10'6'10'25'20'25' 25' 25' 25' 25'25'25'14' 6'6'20'20'20'20'R75'R9 5 ' R 7 5 'R95 'R100'R120'R80'R100'R5'R5'R2 0 . 5 '10'R500'ST STDPROPOSED STORM SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT20'10' WIDE FLEXAMATTRICKLE CHANNEL(SEE DETAIL 26/C-503)ADA RAMP & LANDING W/ 7'WIDE FLARES TO ALLOWFIRE TRUCK ACCESSWV WVMONUMENT SIGN(REF ARCH)31'49.48'N84°24'42"E155.55'S83°50'52"E2331.75'R=2892.12'Δ=5°11'45"L=262.27'CH=262.18'N86°59'31"E39.05'N81°32'57"E53.40'N84°24'42"E198.29'N86°29'56"E93.35'S37°41'51"ER=L=4 4 . 4 5 ' N 4 6 ° 5 8 ' 0 4 " EPROPOSED 10' PUEPROPOSED 10' PUEPROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROP O S E D P U B L I C S T O R M S E W E R E A S E M E N TPROPOSED DE TEN T ION EASEMEN T135094 SF3.10 ACLOT "B"10' ELECTRIC EASEMENT PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:27:17 PM C-206LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14FIELD #12FIELD #15FIELD #16SAN8"SAN8"SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8"SAN24"SANSSSSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSST ST ST ST ST ST STSTSTSTSTSTST ST ST ST ST ST ST ST STSTST STDDSTSTSTFUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE PAVING (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUT U R E W A L K ( B Y C I T Y )FUTURE WALK (BY CITY)FUTURE WALK (BY CITY) N 4 T H S T DOUGLAS PKWY54924 SF1.26 ACOUTLOT "X"FUTUREFUTUREFUTUREFUTUREFUTUREFUTUREFUTUREFUTUREFUTURE SOFTBALL PLAZA AREA (BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)(BY CITY)STSTSTSTSTSTST STSTDST TE M P O R A R Y C O N S T R U C T I O N E A S E M E N T TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENTPROPOSED STORMSEWER EASEMENTSTSTSTSTSTST484.28'455.17'168.79'235.94'R=1125.00'Δ=27°00'00"L=530.14'CH=525.25'N75°54'21"WR=1275.00'Δ=7°15'00"L=161.34'CH=161.23'N66°01'51"W378.79'N62°24'21"W456.19'S62°24'21"EPROPOSED 10' PUEPROPOSED 10' PUEDDCP #5100CP #5101CP #9004OWNER: BRODERICK FAMILY LPZONED: AG LANDW4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"LOT 6HERR FAMILY TRUSTZONED: RLOT 5MITCH & CHRISTINE PINKERTONZONED: RSAHUACRESST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:27:31 PM C-207LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX ST ST ST ST ST ST ST ST ST ST ST ST STSTST ST ST ST ST ST ST STSTSTS TSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTS T S T STS T S T FIELD #8FIELD #5FIELD #6FIELD #7N 4TH STSTSTSTST STSTSTSTSTST STSTST ST ST STSTSTSTSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSSSSST ST ST ST DD1114121115151515226 SPACES121212101512FOUL POLE(SEE DETAIL 19/C-503)FOUL POLE(SEE DETAIL 19/C-503)25'PAVEMENT TYPE 2 (7")PAVEMENT TYPE 2 (7")8'PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")PAVEMENT TYPE 1 (6")4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP4" WIDE WHITEPAINT STRIPES, TYP5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC SIDEWALKBEHIND CURB(SEE DETAIL 7/C-501)5" PCC SIDEWALKBEHIND CURB(SEE DETAIL 7/C-501)5" PCC SIDEWALKBEHIND CURB(SEE DETAIL 7/C-501)20'19'19'20'18'8' 19'19'20'18'8'20' 20'19'19'20'8'8'8'8'8' 19'20'19'20'18' 8' 8' 8' 8'151515FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)FUTURE WALK (BY C ITY)FUTURE WALK (BY CITY)FUTURE WALK (BY CITY)ADA RAMP& LANDINGADA RAMP& LANDINGBOLLARD W/ HC SIGN(SEE DETAIL 16/C-501)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 16/C-501)DDFUTURE BASEBALL PLAZA AREA (BY CITY)FUTUREFUTUREFUTUREFUTURE60°60°60°60°60°60°(BY CITY)(BY CITY)(BY CITY)(BY CITY)8' BLACK VINYL CHAIN LINKKEEP RIGHT SIGNWHITE PAINTEDARROW, TYPNO RIGHTTURN SIGNNO LEFTTURN SIGN15'1'1'10'R75'9'5' 6'8'18' 18' 18'9'8'5'5' 18' 18'9'9'9'9'9'9'9'9'9'20'9' 8'12'20'24'20'R250'20'R270'R95'R5'R5'R75'R3 'R1 5 ' R 1 5 'R20'R 1 5 'R3'R15'R3'R 3 'R15'R 3 'R15'R3'R3'R15'R3'R3'R3'R3' R1 5 ' R 1 5 ' R70'R3 'R15'R 1 5 'R15'R3'R10'R3'R50'R15'R10'R3'R3'R70' R1 0 'R3'R 3 'R35'20'R7'SCOREBOARDVERIFY LOCATION, FOOTINGLAYOUT & SIZE W/ OWNERDDTRASHENCLOSURER1 0 '8' WIDE GATETEMPORARY CONSTRUCTION EASEMENT 3' WIDE FLARETO ALLOW FIRETRUCK ACCESSR 1 5 'R3'8 2 . 7 7 ' S 5 1 ° 4 1 ' 4 7 "W 1774.20'765.75'N90°00'00"W547.83'N00°00'00"E N90°00'00"W135.92' N00°17'51"E R=560.00'Δ=27°17'49" L=266.79'CH=264.28' S13°56'45"W66.32'N51°52'11"W422.99' S00°17'51"W 82. 0 1 ' S2 7 ° 3 5 ' 3 9 " W PROPOSED 10' PUE PRO P O S E D 1 0 ' P U E ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PROPOSED PUBLICSTORM SEWEREASEMENTST ST 180897 SF4.15 ACLOT "C"DDDPROPOSED 10' PUE 10' ELECTRIC EASEMENT OWNER: EDWARD J BRODERICK FAMILYTRUSTZONED: AG LAND6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:27:46 PM C-208LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX ST U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EFIELD #3FIELD #1FIELD #2FIELD #4STSTST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTWWWWWWWWST STSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST S T ST ST ST STSANSANSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST STST ST STSTSTSTDDSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TINDOOR BATTINGCAGE BUILDINGFOOTPRINT = 4,511 SFFF=1012.30RESTROOM & STORAGE BUILDING FOOTPRINT = 1,755 SF FF=1012.30 CONCESSIONBUILDING650 SFFF=1012.30SAN SAN SAN SAN SAN BULLPE N(INFIELD M A T E R I A L )BASEBALL OUTFIELD(SEE DETAIL 13/C-503)8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONFOUL POLE(SEE DETAIL 19/C-503)FOUL POLE(SEE DETAIL 19/C-503)SOFTBALL OUTFIELD(SEE DETAIL 12/C-503)FOUL POLE(SEE DETAIL 19/C-503)FOUL POLE(SEE DETAIL 19/C-503)8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONEXTEND WARNING TRACKMATERIAL 1' BEYOND FENCESOFTBALL OUTFIELD(SEE DETAIL 12/C-503)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)SKINNED INFIELD MATERIAL(SEE DETAIL 10/C-503)SKINNED INFIELD MATERIAL(SEE DETAIL 10/C-503)DUGOUTBULLPEN(INFIELD MATERIAL)DUGOUTSKINNED INFIELD MATERIAL(SEE DETAIL 10/C-503)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)BULLPEN(INFIELD MATERIAL)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)FOUL POLE(SEE DETAIL 19/C-503)FOUL POLE(SEE DETAIL 19/C-503)EXTEND WARNING TRACKAND INFIELD MATERIAL 1'BEYOND FENCEEXTEND WARNING TRACKMATERIAL 1' BEYOND FENCE8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONBASEBALL OUTFIELD(SEE DETAIL 13/C-503)BASEBALL OUTFIELD(SEE DETAIL 13/C-503)BASEBALL INFIELD(SEE DETAIL 13/C-503)BULLPEN(INFIELD MATERIAL)BULLPEN (INFIELD MATERIAL)BULLPEN(INFIELD MATERIAL)BULLPEN(INFIELD MATERIAL)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONEXTEND WARNING TRACKMATERIAL 1' BEYOND FENCEBULLPEN(INFIELD MATERIAL)DUGOUTDUGOUT WARNING TRACK MATERIAL(SEE DETAIL 11/C-503)BASEBALL OUTFIELD(SEE DETAIL 13/C-503)FOUL POLE(SEE DETAIL 19/C-503)8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONFOUL POLE(SEE DETAIL 19/C-503)BASEBALL INFIELD(SEE DETAIL 13/C-503)EXTEND WARNING TRACKMATERIAL 1' BEYOND FENCEWARNING TRACK MATERIAL(SEE DETAIL 11/C-503)SKINNED INFIELD MATERIAL(SEE DETAIL 10/C-503)BLEACHERS(REF ARCH)WALL W/ BACKSTOP(REF STRUCTURAL)5" PCC WALK 5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)5" PCC TURNED DOWN WALK(SEE DETAIL 6/C-501)7" PCC WALK7" PCC WALK5" PCC WALK STSTST ST ST ST STSUNRISE DRN 4TH STSSSANSTD SSBLEACHERS(REF ARCH)BLEACHERS(REF ARCH)BLEACHERS(REF ARCH)STSTSTSTST ST ST ST ST ST ST ST STD SANSANWVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E S T S T S T STSTSTD8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTIONWALL W/ BACKSTOP(REF STRUCTURAL)WALL W/ BACKSTOP(REF STRUCTURAL)WALL W/ BACKSTOP(REF STRUCTURAL)EXTEND WARNING TRACKMATERIAL 1' BEYOND FENCE8' BLACK VINYL CHAINLINK FENCE W/ TOPRAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION4' GATE8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYLCHAIN LINK FENCE4' GATE8' BLACKVINYL CHAINLINK FENCE8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)10' WIDE GATE4' GATE8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION14' WIDE GATE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)6' GATE4' GATE4' GATE8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE4' GATE4' GATE4' GATE8' BLACK VINYLCHAIN LINK FENCESCOREBOARDVERIFY LOCATION, FOOTINGLAYOUT & SIZE W/ OWNERR13'15'60'60'60'60'R60'R8'43'60'60'43'60'60'60'60'R8'R6 0 '10'1'10'1'60.5'95'R95'R9'R13'90'90'90'90'3'3'3'3'3'3'R13'R 1 3 ' R 1 3 '60'60'60'15'15'15'15' 15'1'1'25'25'25'25'25'25'1'15'15'1'10'1'10'1'10'1'90'6 0 . 5 ' 9 5 '90'90'90'3'3'3'3'60'15'6 0 ' 1 5 '60'15'3'3'R 1 3 'R13'R9'R1 3 ' R9 5 '1'15'1'15'1'15'1'80'80'12'14' 14'20'20'80'20'80'20'60'20'60'20'60'20'20'60'SCOREBOARDVERIFY LOCATION, FOOTINGLAYOUT & SIZE W/ OWNERSCOREBOARDVERIFY LOCATION, FOOTINGLAYOUT & SIZE W/ OWNERSCOREBOARDVERIFY LOCATION, FOOTINGLAYOUT & SIZE W/ OWNER10'6'6'10'6'SYNTHETIC TURF(SEE DETAIL X/C-503)8' WIDE GATE8' WIDE GATE8' WIDE GATE8' WIDE GATE8' WIDE GATE8' WIDE GATE8' WIDE GATETEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENT PROPO S E D S T O R M SEWER E A S E M E N T PROPOSED STORMSEWER EASEMENTWW8' WIDE GATE5" PCC WALK5" PCC WALK7" PCC WALKSIDEWALKTHICKNESSTRANSITIONR500'R514'R514'R500'DUGOUTDUGOUTDUGOUT DUGOUT 4' GATE5" PCC WALK5'5'6'5'6'5'5'14'14'5'5'5'5'5'4' GATEADA RAMP & LANDINGW/ HANDRAILSADA RAMP & LANDINGW/ HANDRAILS5" PCC WALK 5" PCC PAD FOR BATTING CAGEREF ARCH FORBATTING CAGENETTING & TURFSTEPS W/ HANDRAIL(REF STRUCTURAL)STEPS W/ HANDRAIL(REF STRUCTURAL)4' GATE4' GATE4' GATESTEPS W/ HANDRAIL(REF STRUCTURAL)STEPS W/ HANDRAIL(REF STRUCTURAL)4' GATE5" PCC WALK 4' GATEPRESS BOXPRESS BOX5" PCC WALKSTEPS W/ HANDRAIL(REF STRUCTURAL)4' GATE4' GATESTEPS W/ HANDRAIL(REF STRUCTURAL)STEPS W/ HANDRAIL(REF STRUCTURAL)4' GATE4' GATESTEPS W/ HANDRAIL(REF STRUCTURAL)4' GATEDDHYD SAN 178.89'66.32'N51°52'11"W9 4 . 7 9 'N5 6 ° 4 2 ' 4 2 "E2.15'S00°29'45"WR=499.00'Δ=12°45'02"L=111.05'CH=110.82'N06°04'40"W627.95' N00°17'51"ER=2050.00'Δ=9°40'39"L=346.25'CH=345.84'N84°39'45"W255.41'S89°30'04"ER=374.00'Δ=13°06'28"L=85.56'CH=85.38'S86°22'39"E82.68'S79°49'25"ER=499.00'Δ=4°00'00"L=34.84'CH=34.83'S88°29'56"W10' WIDE FLEXAMATTRICKLE CHANNEL(SEE DETAIL 26/C-503)PROPOSED 10' PUEPROPOSED 10' PUE PROPOSED 10' PUE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STDPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED DETENTION EASEMENTPROPOSED DETENTION EASEMENT PROPOSED PUBLIC STORMSEWER & DRAINAGE EASEMENTD10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT OWNER: PHILIP E BRODERICK, LLCCHARLOTTE R BRODERICK, LLCZONED: AG LANDOWNER: PHILIP E BRODERICKCHARLOTTE R BRODERICK REVOCABLETRUSTZONED: AG LANDST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:28:03 PM C-209LAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGU/EU/EU/E102030405040302010102030405040302010WWWWWWWWWWWWWWWWWWWWWDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTWWWHYDWSANSANSANSANSANWSANSANSANSANSANSANSANSANSANSANSANSANSSSTSTSTWU/E U/E U/E U/E U/E U/E U/E WALL (REF STRUCTURAL)6'11'0.5'FIELD GOAL POSTVERIFY LOCATION W/ OWNER(SEE DETAIL 5/C-502)FIELD GOAL POSTVERIFY LOCATION W/OWNER (SEE DETAIL 5/C-502)4' BLACK VINYLCHAIN LINK FENCE4' BLACK VINYLCHAIN LINK FENCE4' BLACK VINYLCHAIN LINK FENCE4' BLACK VINYLCHAIN LINK FENCEINSTALL PLAY CLOCKPER MANUFACTURER'SRECOMMENDATIONS(REF ELEC)SCHEMATIC FIELD STRIPING SHOWNCONTRACTOR SHALL COORDINATEEXACT STRIPING LAYOUT WITH OWNER5' WIDE GATE16' WIDE GATE W/ 3/4" DROPRODS, PLACE 1" STEELPIPE IN CONC AT MID POINT& EDGE OF WALKINSTALL PLAY CLOCKPER MANUFACTURER'SRECOMMENDATIONS(REF ELEC)5' WIDE GATE5' WIDE GATE5' WIDE GATE5' WIDE GATE16' WIDE GATE W/ 3/4"DROP RODS, PLACE1" STEEL PIPE INCONC AT MID POINT& EDGE OF WALKR120.73' TO MEASURE LINER120.07' TO LANE #1R148.07' TO LANE #8R148.4' TO TRACK EDGER150.15' TO FENCER150.65' TO CURB EDGE0.5'1.5' TO LANE #12.16' TO MEASURE LINE29.5' TO LANE #829.83' TO TRACK EDGE32.08' TO CURB EDGEBLEACHERS (REF ARCH)WALL (REF STRUCTURAL)BLEACHERS (REF ARCH)CONCRETE FLUMEW/ SPECIAL SHAPINGCONCRETE FLUMEW/ SPECIAL SHAPINGCONCRETE FLUMEW/ SPECIAL SHAPINGCONCRETE FLUMEW/ SPECIAL SHAPING6'11'2.25'6'0.5'1.5' TO LANE #12.16' TO MEASURE LINE29.5' TO LANE #829.83' TO TRACK EDGE32.08' TO CURB EDGER120.07' TO LANE #1R120.73' TO MEASURE LINER148.07' TO LANE #8R148.4' TO TRACK EDGER150.15' TO FENCER150.65' TO CURB EDGESCOREBOARD (REF STRUCTURAL)FOOTINGS SHALL BE PLACEDPRIOR TO TRACK PAVEMENT(SEE DETAIL 14/C-502)LONG JUMP SAND PIT(SEE DETAIL 8/C-502)LONG JUMP SAND PIT(SEE DETAIL 8/C-502)STEPS W/ HANDRAILS(SEE DETAIL 26/C-501)GILL ATHELTICS APOLLODISCUS CAGE ON 8"REINFORCED PCC PAD(SEE DETAIL 13/C-502)WALL (REF STRUCTURAL)WALL (REF STRUCTURAL)WALL W/ STEPS &HANDRAILS (REFSTRUCTURAL)11'WALL W/ HANDRAIL(REF STRUCTURAL)INSTALL FENCE 6"INTO SIDEWALK(SEE DETAIL 14/C-501)20'10'INSTALL FENCE 6"INTO SIDEWALK(SEE DETAIL 14/C-501)20'0.5'10'WALL W/ HANDRAIL(REF STRUCTURAL)15'11'0.5'INSTALL FENCE 6"INTO SIDEWALK(SEE DETAIL 14/C-501)11'0.5'10' WIDE GATEWALL (REF STRUCTURAL)8' BLACK VINYLCHAIN LINK FENCE10' WIDE GATE10'5' WIDE GATE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)8' BLACK VINYLCHAIN LINK FENCE15' WIDE GATES8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE15' WIDE GATE15' WIDE GATE5' WIDE GATE15' WIDE GATE8' BLACK VINYL CHAIN LINK8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)6' BLACK VINYLCHAIN LINK FENCESTADIUM RESTROOM BUILDINGAREA = 2,930 SFFF=1014.508' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP(SEE DETAIL 15/C-501)8' BLACK VINYL CHAIN LINKFENCE ON TOP OF WALL(REF STRUCTURAL)42" BLACK VINYL CHAIN LINKFENCE ON TOP OF WALL(REF STRUCTURAL)INSTALL FENCE 6"INTO SIDEWALK(SEE DETAIL 14/C-501)6' BLACK VINYLCHAIN LINK FENCE6' BLACK VINYLCHAIN LINK FENCE5" PCC WALK STADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00HYDSANSANSANSANSANSANSWWWWWVSANSANWWWALL W/ HANDRAILS(REF STRUCTURAL)WALL W/ HANDRAILS(REF STRUCTURAL)HYDPRESS BOX(ABOVE BUILDING)U/EU/EU/E12' WIDE VEHICLE GATE &4' PEDESTRIAN GATE(SEE DETAIL 15/C-502)8' BLACK VINYLCHAIN LINK FENCEABOVE TUNNEL5" PCC WALK900 SY 4" THICK 1/8" AGLIME SURFACE UNDERLAINWITH FILTER FABRIC5" PCC WALK'D-ZONE' W/ TRACKSURFACING FORHIGH JUMP AREASECTION A-A(SEE DETAIL 1/C-502)SECTION A -A (SEE DETA IL 2 /C -502 )SECTION B-B(SEE DETAIL 1/C-502)SECTION A-A(SEE DETAIL 1/C-502)SECTION A-A(SEE DETAIL 1/C-502)SECTION A-A(SEE DETAIL 1/C-502)'D-ZONE' W/FIELD SURFACE5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALK 5" P C C W A L K 5" PCC WALK6" PCC WALK5" PCC WALKLONG JUMP RUNWAYW/ TRACK SURFACING(SEE DETAIL 7/C-502)TRACK SURFACING(SEE DETAIL 1/C-502)TRACK SURFACING(SEE DETAIL 1/C-502)8" REINFORCED PCCSHOT PUT & DISCUS PAD(SEE DETAIL 12/C-502)5" PCC WALK 5" PCC WALK 5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK 5" PCC WALKSYNTHETIC FIELDSURFACING (SEEDETAIL 3/C-502)5" PCC WALK SYNTHETIC FIELDSURFACING (SEEDETAIL 3/C-502)5" PCC WALK5" PCC WALK5" PCC WALKPRESS BOX5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALKSTSTSTDR118.57' TO INSIDE CURB EDGER118.5' TO SLOT DRAININSTALL FENCE 6"INTO SIDEWALK(SEE DETAIL 14/C-501)5.5'0.5'5" PCC WALK5" PCC WALK 5" PCC WALK0.5'6'8'30'8'30'5" PCC BLEACHER PAD5" PCC BLEACHER PAD5" PCC WALKR20'R20'R26'R26'TRASHENCLOSURESIDEWALK THICKNESSTRANSITION5" PCC WALK7" PCC WALKST5'5'42" TALL BLACK VINYL CHAINLINK FENCE ON TOP OF WALL(SEE DETAIL X/C-50X)42" TALL BLACK VINYL CHAINLINK FENCE ON TOP OF WALL(SEE DETAIL X/C-50X)INSTALL 48" TALL BLACK VINYL CHAINLINK FENCE 6" INTO SIDEWALK(SEE DETAIL 14/C-501)D44.45'N46°58'04"E5' WIDE GATE42" TALL BLACK VINYL CHAINLINK FENCE ON TOP OF WALL(SEE DETAIL X/C-50X)42" TALL BLACK VINYL CHAINLINK FENCE ON TOP OF WALL(SEE DETAIL X/C-50X)INSTALL 8' TALL BLACK VINYL CHAINLINK FENCE 6" INTO SIDEWALK(SEE DETAIL 14/C-501)FLAGPOLE(REF ARCH)WVPROPOSED PUBLIC STORMSEWER EASEMENT10' ELE C T R I C E A S E M E N T 5' WIDE GATEPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160106\DWG\C2 LAYOUT.DWG6/12/2018 9:28:20 PM C-210STADIUMLAYOUT PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGG G G G GGGGGGGGGGGGGWWWWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ E U/EU/EU/EU/E U/E 10 20 30 40 50 40 30 20 10102030405040302010 W W WFIELD #3FIELD #1FIELD #2FIELD #4PARKST ST ST ST ST STSTSTSTW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"FIELD #8FIELD #5FIELD #6FIELD #7FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14PLAYGROUNDFIELD #12FIELD #20FIELD #19FIELD #17FIELD #15FIELD #16FIELD #24FIELD #18FIELD #22SUNRISE DRFIELD #21FIELD #23FIELD #25DOUGLAS PKWYN 10TH ST N 4TH ST N 6TH ST STSTSTSTST STSTSTWWWWW STST ST STSTSTST DST ST ST ST STST STSTSTSTDST ST ST ST ST ST ST ST STST DST ST STSTD DSTSTSTSTST ST STST ST STSTSTDST ST DDSTSTSTDDDW W W WW W W W WWWWWWW SAN 15" SAN SAN SAN SAN SANSANSANSAN SAN15"SA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN8"SAN 8" SAN 8"SANSAN 24"SAN 24"SAN 15"SSAN8"SAN8"SAN24"SAN24"SSSSSSSAN SAN SSSSSAN 24"SAN 24"SAN24"SSAN24"SSAN24"SAN24"SAN24"SAN24"SSSSSAN8"SAN8"SSSSSANSSSSSSSDSTSTST STST DST STSTSTSTST STST ST STDDDDDST ST STST STDDDDDDDSTSTSTSTSTSTU/EU/EU/E U/E U/E U/EU/EU/EU/EU/EU/E[][][][]SAN 54924 SF1.26 ACOUTLOT "X"LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"212091 SF4.87 ACLOT "A"SSDSANDDSSSANSWSTST DSDU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/E S TD STDPLAYGROUNDDDDDDSANLOT 13242837 SF74.45 ACDDDST ST ST ST ST ST ST ST ST STDD180897 SF4.15 ACLOT "C"135094 SF3.10 ACLOT "B"DDDDDF/OF/OFOF/OWVWVTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETTELEST26"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"TVTVTVTFF=1005.45FF=1002.74IIIIIIIIIIIIIIO/EU/EU/EU/EU/ECATVCATVCATVCATVU/EU/EU/ECATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATVST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"SHEET C-301SHEET C-302SHEET C-303SHEET C-305SHEET C-304SHEET C-306SHEET C-309SHEET C-308SHEET C-307PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE010050100200M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:36:27 PM C-300OVERALLGRADING PLANTOPSOIL NOTES:1.REFERENCE SHEET C-311 FOR SPECIFIC TOPSOIL NOTES ON THIS PROJECTGRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/S W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"PLAYGROUNDFIELD #20FIELD #24FIELD #22FIELD #21FIELD #23FIELD #25SAN 24"SAN 24"SAN 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN SAN SAN SAN SAN SAN SSSSAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"STST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST DD1000100110 0 0 99 8 99 9 10 0 1 1002 100210031 0 0 1 1 0 0 2 10021003 10039979981000NORMAL POOL=986.00POND BOTTOM=965.00100-YR ELEV=992.96FUTURE 100-YR=990.501 . 0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0% 1.0% 1 . 0% 1.0%2.0%1.0%1.0%2.0%1.0%2 . 0%1.0%2.0%2.0%2.0% 2.0%1000.221.0%DOUGLAS PKWY10001 0 0 5 999100110021 0 0 3 1 0 0 4 1 0 0 6 1 0 0 7 1 0 0 8 10011001 10011000100010051 0 0 8 10 0 9 10021001100099999899799899399098598097597497096510 0 7 100710 0 8 1008100910031 0 0 3100310031002 1002100510081 0 0 0 100099596596 5 97 0 97 5 98 0 98 5 99 0100010051009 1002 1005 100310041005 1006 1007 1008WV WV HYDHYDHYD STST1.75%1.75%1.75%PROPOSED PUBLIC WATER MAIN EASEMENT WV WV HYD992.001001.421000.541000.541000.541003.781001.541003.451003.601003.601003.601003.601003.601003.451003.121002.351002.351002.351002.351002.351002.351003.601003.601003.601001.601001.601001.601001.601000.351000.351000.351000.351000.351001.601001.601001.601001.601000.351002.521002.66TW 1003.12BW 1001.60TW 1003.12BW 1001.601003.121003.12TW/BW 1001.52TW/BW 1001.52TW/BW1001.52TW/BW1001.521003.12FFE 1002.251002.121002.521002.121001.001000.421000.221000.801001.001000.801000.421000.421000.801000.221001.00RIM 998.00RIM 996.00RIM 1000.00HP 1000.50RIM 1000.00RIM 1000.00RIM 998.001001.141001.141002.221002.421002.801003.001002.221002.421002.801003.001001.001000.421000.221000.801002.801003.001002.221002.421002.801003.001002.221002.421000.001000.201001.921001.921000.001000.20GRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCE1009.751008.85100-YR ELEV=992.96HP 1000.15RIM 999.00RIM 993.00995.502.0%2.0% 2.0%1002.252.1%2.0%2.0%2.1%1002.252. 1 %2.0%2.8%1.3%2.0%2.2% 4.8%3.2%6:16:1 6:16 : 1 6:1 6:1 6: 1 3:1 3: 1 3:1 4:14:14:13:13:13:1 3:1 3:13 : 1 3 : 1 3:1 PROPOSED 10' PUEF/OF/OFOWVWVN 10TH STREET(CONCRETE SURFACE - PUBLIC STREET)55' PUBLIC HIGHWAYEASEMENTBK 513 PG 109EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 159TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETEL E40' PUBLIC HIGHWAYEASEMENTBK 513 PG 109W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"WW 4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"TVTVTVTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ECATVU/EU/EU/EF/OF/OF/OF/OF/OF/OF/O10031 0 0 0 9 9 5 1010100510009 9 7 9969951010 10151010 1 0 0 5 1000 PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:19:25 PM C-301GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" N 10TH ST STSTST ST ST ST ST ST ST ST ST ST ST DSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTST ST ST ST ST ST ST ST STSTSTST ST STSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST DSTSTSTSTSTDDDW W W W W W W W W W WHYD W SAN 15"SAN 15"SAN 15"SAN 15" SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W SAN15"SAN15"SAN15"SANSANSAN 24"SAN 24"SAN 24"SAN 24" SAN 15"SAN 15"SAN 15"SAN 15"SAN 15"SSSSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSAN24"SSS1006100 0 100 5 999 100 1 100 2 100 3 100 4 100 6 1 0 0 7 1008 1009 100010011002100310009991001100210031005 10021003 1004 1005100310041006100710081005100610071008100510061007100810051006100710081006 1007 1008 1009101010071008100910111012100710081009101010111012101310141 0 1 0 10 0 71008100910091 0 0 91011101210131014 10081009100 5 100 4 1006 1007 1008 DDDU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E[][][][][][][][][][][][]1012PROPOSED PUBLIC SANITARY SEWER EASEMENT FUTURE 100-YR=990.501010.00T/C1009.50G1006.90E/W212091 SF4.87 ACLOT "A"SANWHYD PROPOSED PUBLIC WATER MAIN EASEMENT PROPOSED PUBLIC WATER MAIN EASEMENT S15"995100010051008 9939951000 991990995 1000 1005 1009 96597097598098599099510001000995990985980975970965995998 1006 1008 1008 1005 1000 995 998995 99499699799899910001001100210031004100510061007 101010111009100710061005 10151012101310121013 1014 1015 1015 1014 100910131010101 0 101010071 0 0 7 1 0 0 8100810091009 1 0 0 9 10091010HYDWVWV HYDWVWVWV W VDHYDHYD WV DW1 2 "W12"TRASHENCLOSURE997.75992.001002.30997.90998.75G999.15E/W998.65G1002.50T/C1002.00G1001.50T/C1001.00G1001.50T/C1001.00G1000.00T/C999.50G1000.00T/C999.50G1000.35T/C999.85G1000.50T/C1000.00G1000.35T/C999.85G1001.70T/C1001.20G1001.70T/C1001.20G998.50T/C998.00G998.50T/C998.00G999.20E/W1006.80G1006.65G1003.60E/W1007.65E/W1009.251005.80T/C1005.30G1008.70E/W1008.20G1015.00T/C1014.50G1015.101014.00T/C1013.50G1014.101013.781013.881013.64E/W1013.14G1013.741013.501013.501013.211013.001013.881013.001013.21E/W1011.751012.501012.001012.701010.001013.001012.001004.75T/C1004.25G1005.50T/C1005.00G1013.25T/C1012.75G1007.001008.501009.501008.95G1008.50T/C1008.00G1013.351010.80T/C1010.30G1005.50T/C1005.00G1010.50T/C1010.00G1010.35T/C1009.85G1009.501009.701009.251010.15T/C1009.65G1007.20T/C1006.70G1007.00T/C1006.50G1009.75T/C1009.25G1005.70T/C1005.20G1007.15G1008.50T/C1008.00G1004.35T/C1003.85G1004.35T/C1003.85G1007.60E/W1002.85T/C1002.35G1003.75T/C1003.25G1008.90T/C1008.40G1003.10T/C1002.60G1006.75T/C1006.25G1006.75T/C1006.25G1006.45G1007.25T/C1006.75G1006.60G1006.95G1007.85E/W1007.10G1007.45E/W1007.85E/W1007.25T/C1006.75G1006.95G1007.60E/W1007.50E/W1007.65E/W1008.40E/W1007.10G1007.45E/W1007.50E/W1007.65E/W1006.45G1006.60G1006.95E/W1007.20E/W1007.10E/W1007.05E/W998.10T/C998.60G1006.90G1006.75G1001.60T/C1001.10G1003.25T/C1002.75G998.20T/C998.70G1005.00T/C1004.50G1005.00T/C1004.50G1003.95T/C1003.45G1004.55T/C1004.05G1004.60T/C1004.10G1008.20T/C1007.70G1006.50T/C1006.00G1005.45T/C1004.95G1006.05T/C1005.55G1007.95E/W1006.05T/C1005.55G1006.60T/C1006.10G1007.35T/C1006.85G1007.10T/C1006.40G1004.15T/C1003.65G1004.15T/C1003.65G1004.15T/C1003.65G1004.15T/C1003.65G1000.70T/C1000.20G1003.75T/C1003.25G1001.15T/C1000.65G1001.40T/C1000.90G1001.00T/C1000.50G1001.00T/C1000.50G1009.10T/C1008.60G1001.90T/C1001.40G1001.90T/C1001.40G1001.80T/C1001.30G1002.85T/C1002.35G1002.55T/C1002.05G1002.65T/C1002.15G1002.55T/C1002.05G1003.25T/C1002.75G1003.80T/C1002.30G1003.25T/C1002.75G1003.95T/C1003.45G1004.15T/C1003.65G1003.80T/C1002.30G1003.80T/C1002.30G1004.15T/C1003.65G1003.80T/C1002.30G1004.15T/C1003.65G1003.25T/C1002.75G1002.55T/C1002.05G1002.55T/C1002.05G1002.30T/C1001.80G1003.25T/C1002.75G1001.90T/C1001.40G1001.90T/C1001.40G1001.50T/C1001.00G1002.30T/C1001.80G1000.10T/C999.60G1001.50T/C1001.00G1000.10T/C999.60G1000.00T/C999.50G1002.50T/C1002.00G1002.55T/C1002.05G1003.30T/C1002.80G1002.55T/C1002.05G1003.25T/C1002.75G1003.25T/C1002.75G1003.70E/W1003.20G1004.00G1003.75E/W1004.70E/W1004.15G1004.50E/W1004.65E/W1004.55E/W1006.20E/W1004.55E/W1004.70E/W1005.70E/W1006.05E/W1008.65E/W1008.80E/W1009.60E/W1009.75E/W1008.90G1009.05G1009.55E/W1009.40E/W1009.50E/W1009.65E/W1006.25E/W1009.85E/W1009.75T/C1009.25G1009.50E/W1009.35G1005.50T/C1005.00G1005.30T/C1004.80G1005.55T/C1005.05G1005.55T/C1005.05G1005.50T/C1005.00G1005.45T/C1004.95G1009.55T/C1009.05G1008.10G1008.25G1008.75E/W1008.60E/W1005.30G1005.25G1005.75T/C1005.25G1005.30T/C1004.80G1005.75E/W1005.70E/W1005.55T/C1005.05G1005.65E/W1005.45T/C1004.95G1005.45T/C1004.95G1005.25T/C1004.75G1007.60T/C1007.10G1005.25T/C1004.75G1005.50T/C1005.00G1005.20T/C1004.70G1007.25T/C1006.75G1006.50T/C1006.00G1006.70T/C1006.20G1006.45T/C1005.95G1007.20T/C1006.70G1008.65E/W1007.45T/C1006.95G1006.20T/C1005.70G1005.95T/C1005.45G1006.00T/C1005.50G1006.75T/C1006.25G1005.80T/C1005.30G1008.25T/C1007.75G1007.90T/C1007.40G1007.95T/C1007.45G1008.95E/W1008.80G1008.65G1009.95T/C1009.45G1009.10E/W1009.05E/W1009.00G1009.60T/C1009.10G1008.85G1009.50T/C1009.00G1009.50E/W1009.45E/W1009.65E/W1009.30T/C1008.80G1009.50T/C1009.00G1009.15G1008.50T/C1008.00G1008.70T/C1008.20G1005.65T/C1005.15G1008.05E/W1009.20T/C1008.80G1007.30G1009.80E/W1009.451009.65G1009.85E/W1010.20T/C1009.70G1009.70G1009.501010.35E/W1007.35T/C1006.85G1007.40T/C1006.90G1008.30T/C1007.80G1007.20G1005.80T/C1005.30G1008.15E/W1007.20E/W1008.05E/W1007.15E/W1007.30E/W1007.35E/W1010.20T/C1009.70G1005.70G1006.15T/C1005.65G1009.95T/C1009.45G1005.65G1006.10T/C1005.60G1006.60T/C1006.10G1006.15G1006.55T/C1006.05G1006.10G1006.20E/W1006.60E/W1006.65E/W1006.15E/W1006.35G1006.20E/W1006.55E/W1006.60E/W1006.85T/C1006.35G1006.40G1007.25T/C1006.75G1006.80T/C1006.30G1005.75T/C1005.25G1006.80G1007.20T/C1006.70G1006.75G1006.90E/W1006.95E/W1007.25E/W1007.30E/W1006.85E/W1007.25E/W1007.20E/W1007.85T/C1007.35G1007.50T/C1007.00G1007.50T/C1007.00G1004.50E/W1007.75E/W1007.90T/C1007.40GNON ADACOMPLIANT RAMP1004.70E/W1004.65E/W1004.55E/W1008.55T/C1008.05G1008.95T/C1008.45G1009.30T/C1008.80G1009.00T/C1008.50G1008.65T/C1008.15G1009.551010.25E/W1009.75G1009.10G1009.45E/W1009.351009.60E/W1008.90G1009.00G1009.72E/W1009.57E/W1010.43E/W1009.50T/C1009.00G1009.40E/W1009.50E/W1009.50T/C1009.00G1010.00T/C1009.50G1009.50T/C1009.00G1009.55T/C1009.05G1010.00T/C1009.50G1009.50T/C1009.00G1010.50E/W1010.35E/W1009.25T/C1008.75G1009.45E/W1009.95E/W1009.25T/C1008.75G1008.80G1014.381008.95G1009.05T/C1008.55G1009.30E/W1009.35E/W1008.55T/C1008.05G1009.20T/C1008.70G1010.50E/W1010.35E/W1009.20T/C1008.70G1008.55T/C1008.05G1008.85T/C1008.35G1009.10T/C1008.60G1008.90T/C1008.40G1009.35E/W1009.20T/C1008.70G1009.35E/W1008.75T/C1008.25G1009.35E/W1008.75T/C1008.25G1009.35T/C1008.85G1009.20T/C1008.70G1009.35E/W1008.75T/C1008.25G1009.00T/C1008.50G1008.10T/C1007.60G1008.10T/C1007.60G1008.15T/C1007.65G1007.35T/C1006.85G1007.35T/C1006.85G1006.75T/C1006.25G1006.75T/C1006.25G1006.80T/C1006.30G1006.00T/C1005.50G1006.00T/C1005.50G1008.10T/C1007.60G1008.00T/C1007.50G1007.35T/C1006.85G1007.50T/C1007.00G1006.75T/C1006.25G1006.65T/C1006.15G1006.00T/C1005.50G1006.25T/C1005.75G1005.35T/C1004.85G1006.00T/C1005.50G1004.70T/C1004.20G1009.20T/C1008.70G1009.35E/W1005.50T/C1005.00G1007.15T/C1006.65G1004.65T/C1004.150G1003.30T/C1002.80G1004.50T/C1004.00G1004.10T/C1003.60G1004.20T/C1003.70G1003.60T/C1003.10G1003.95T/C1003.45G1003.20T/C1002.70G1003.50T/C1003.00G1003.50T/C1003.00G1003.70T/C1003.20G1005.30T/C1004.80G1004.90T/C1004.40G1005.50T/C1005.00G1005.50T/C1005.00G1010.40E/W1009.90G1005.80T/C1005.30G1014.67E/W1014.17G1010.35E/W1010.15E/W1010.20E/W1010.25E/W1009.45G1010.05E/W1010.00E/W1009.30G1010.00E/W1010.65E/WTAPER OUTCURB HEIGHT1009.80E/W1010.10E/W1009.85E/W1009.65G1009.50G1010.65E/W1009.75T/C1009.25G1010.10T/C1009.60G1009.15T/C1008.65G1009.55T/C1009.05G1009.15T/C1008.65G1008.75T/C1008.25G1009.65T/C1009.15G1008.75T/C1008.25G1008.60T/C1008.10G1010.55T/C1010.05G1009.55T/C1009.05G1011.75T/C1011.25G1009.95T/C1009.45G1010.70T/C1010.20G1012.75T/C1012.25G1008.75T/C1008.25G1009.65T/C1009.15G1009.40T/C1008.90G1009.90T/C1009.40G1008.90T/C1008.40G1009.90T/C1009.40G1010.00T/C1009.50G1012.35T/C1011.85G1010.10T/C1009.60G1010.00T/C1009.50G1009.90T/C1009.40G1009.50T/C1009.00G1010.10T/C1009.60G1010.00T/C1009.50G1010.00T/C1009.50G1009.00T/C1008.50G1009.50T/C1009.00G1009.90T/C1009.40G1010.00T/C1009.50G1010.50T/C1010.00G1010.60T/C1010.10G1011.70T/C1011.20G1011.75T/C1011.25G1012.00T/C1011.50G1012.70T/C1012.20G1012.45T/C1011.95G1012.60T/C1012.10G1011.80T/C1011.30G1012.25T/C1011.75G1011.85T/C1011.35G1013.00T/C1012.50G1014.05T/C1013.65G1014.40T/C1013.90G1014.72T/C1014.22G1014.821014.88T/C1014.38G1014.981014.50T/C1014.00G1014.681014.771014.261014.161014.581013.96TAPER OUTCURB HEIGHT1014.08T/C1013.58G1011.15T/C1010.65G1013.15T/C1012.65G1011.85T/C1011.35G1010.30T/C1009.80G1011.60T/C1011.10G1014.15T/C1013.65G1012.75T/C1012.25G1010.00T/C1009.50G1009.60T/C1009.10G1013.00T/C1012.50G1012.40T/C1011.90G1008.35T/C1007.85G1011.10T/C1010.60G1010.95E/W1009.45T/C1008.95G1010.30T/C1009.80G1007.60G1008.85G1008.70G1008.10T/C1007.60G1007.75G1006.50T/C1006.00G1010.25T/C1009.75G1007.50T/C1007.00G1009.00T/C1008.50G1008.10E/W1008.25E/W1008.30E/W1008.15E/W1008.85E/W1008.90E/W1009.00E/W1009.05E/W1010.45T/C1009.55G1009.65G1009.75G1010.40E/W1010.50E/W1008.55E/W1015.101013.391013.391013.391013.391013.21E/W1014.951014.95101010111012.521012.521008.00E/W996.75E/W1008.15E/W1007.50T/C1007.00G1010.35T/C1009.85G1005.95T/C1004.45G1005.35T/C1004.85G1007.75T/C1007.25G1008.15T/C1007.65G1008.70T/C1008.20G1008.50T/C1008.00G1009.00G1009.00T/C1008.50G1009.25T/C1008.75G1009.15G1007.90T/C1007.401008.05T/C1007.55G1008.25T/C1007.75G1008.05T/C1007.55G1008.50T/C1008.00G1008.20T/C1008.00G1007.45G1009.65T/C1009.15G1008.20E/W1007.70E/W1008.85E/W1007.00G1007.50E/W1008.15E/W1008.50E/W1007.55E/W1008.40E/W1008.00E/W1007.80E/W1008.50T/C1008.00G1007.95E/W1009.50E/W1009.60E/W1009.75E/W1007.85E/W1009.65E/W1008.00E/W1008.30T/C1007.80G1011.801005.80T/C1005.30G1007.30G1008.83E/W1010.10E/W1009.60G1010.25E/W1010.40T/C1009.90G1009.401013.251013.501013.501013.46E/W1012.96G1008.75E/W1008.68E/W1006.03E/W1008.90E/W1011.25T/C1010.75G1009.25T/C1008.75G1013.12E/W1013.12E/W1010.50T/C1010.00G1011.00T/C1010.50G1010.30T/C1009.80G1009.15T/C1008.65G1010.45T/C1009.95G1009.85T/C1009.35G1009.50T/C1009.00G1004.801011.001014.001010.101009.00FUTURE PEDESTRIANBOX FL=994.00994.85E/W995.00E/W1015.751008.501008.501008.501011.10T/C1010.60G1011.35T/C1010.85G1013.561013.15T/C1012.65G1013.25T/C1012.75G1013.501012.901013.781012.901005.55T/C1005.05G1005.25T/C1004.75G1006.35E/W1006.50E/W1006.35E/W1006.00E/W1006.00E/W1006.15E/W1006.25E/WNON ADA COMPLIANTRAMP FOR FIRETRUCK ACCESS1008.051008.201008.30T/C1007.80G1008.35E/W1.5%5.2%1.5% 1.5% 1.5% 1.5%1%1.5%1%1.5%4.9%1.5% 1.5% 1.5%1%1%2.9%3.0%0.9%0.8%1.0%0%0%11.1% 12.5%1.5%0%4.5% 4.5%1.0% 1.5%1%1%1.5% 1.5%5%5.1%1.0% 0.8% 0.8%0.2%0.4%5%5.1%1%0.7%4.5% 4.5%1.5%1.0%1.5%1.5%1.5%1.5%6.3% 6.3%1.5%1.5%1% 1% 0% 0%1% 1%1.5%1.5%1.5%6.3% 6.3% 2.0% 2.0% 2.0% 2.0%1.5%1.5%1.5%1.5%6.3% 6.3% 3.8% 3.8% 0.9% 0.9% 3.6% 3.6%1.5%1.5%1.5%1.5%1.5%1.5%6.3% 6.3% 1%4.7% 1% 1% 1%4.7% 3.7% 3.7% 4.0% 4.0%4.5% 4.5%1.0%1.0%1.4%4.3%1.4%4.3%1.0%1.5% 1.5% 1.5% 1.5% 1.5% 1.0% 1.0%1.2% 1.2%1.0%1.0%1.0%1.0%1.0%1.0%1.2%1.0%1.0%1.0%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0%1.5%1.5%1.0%1.0%1.0%1.5% 0.8%1008.25E/W1.2% 1.2%1.2%1.2%0.9%1. 5% 0.9%1.1%0.4%2.3% 4 .1%1.5%1.5%1% 0 . 8%1.5%6. 3 % 4. 2 % 2.2% 2.2%1.5%1.5%6.3% 4.1%1% 1%1.5%1.6% 1.6%1.5%1.5%1% 1%5%1.5%4.5% 4.5%1.5%1% 1% 1.5%1.5%4.5% 4.5% 2.0% 2.0%1.5%1% 1%1.5%1.5%6.0% 6.3%1.5%0.6% 0.6% 1.4%1.5%1.5%1.5%6.3% 6.5%1.4% 1% 1%4%4%1010.70E/W1010.20G1010.82E/W0.6% 1.5%WVHYD W8"W8"W8"WV1011.00E/W1010.70E/W1. 5%4.6%4.6%3.5%1.5%1.5%0.9% 0.9%1.5%1.5%1.5%1.5%1.0%5.6% 5.6% 0.0% 0.0%1.2%1.2%1.2%0.1% 0.1% 0.1%1.0% 1.0% 1.0% 1.0% 1.0% 3.9% 3.9% 1.0% 1.0%1.0%1.0%1.1%1.1%1.5% 1.5% 1.5% 1.5%6.3%6.3%4.5%4.5%0.5% 0.0%1.5%1.5%1.0%1.0%1.0%4.4%4.4%1.3% 1.3% 1.3%4.5% 4.5%4.4%4.4%1.5% 1.5% 1.5%6.3%6.3%3.2%3.2%1%1%3.6%1.5%3.6%1.5% 1.5% 1.5% 1.5%1% 1%5.5% 5.5%0.0%0.5%0.0%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%6.3% 6.3% 6.3% 6.3% 6.3% 6.3% 6.3% 6.3% 0.8% 1.0%1% 1%1% 1%1% 1%1% 1% 2.5% 2.5% 1.0% 1.0% 2.9% 2.9% 1.7% 1.7% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5%0.0%0.0%6.3%6.3%6.3%6.3%1%1%1%1%4.6% 4.6%0.0%0.0%0.0%1%6.3% 1%6.3%0.0%0.0%0.0%0.0%1.0%1.6% 1.6% 2.0% 2.0% 3.5% 3.5% 4.0% 4.0% 3.6% 3.2%1.0%1.0%5.0% 5.0%1% 1% 4.2% 4.2% 1.5% 1.5% 1.5%5%5%996.90E/W1.1%996.60E/W1.1%996.75E/W996.90E/W1.5%997.00E/W997.15E/W1.5%1003.80E/W1003.40E/W2.0% 2.2%1.5%6.3% 6.3%1.5%1.5%1% 1% 3.6% 3.7%1.1%1.3%11.3%12.2%1.5% 1.5% 0. 0%1.0%1.5%1.5%1003.65E/W1003.50E/W1003.80E/W1002.05E/W1002.20E/W1003.45E/W1003.65E/W1.5%4.5%1.2%4.5%1.3%1.1 %1.1%0.3%4.6%4.5%1.1%1.5%0.2%0.1% 4.0 % 3.8 % 6:1 6:16:1 6:16:13:14:1 4:13:13:13:13:13:13:13:13:1 3:111:15:12.0% 5:11.0%1.0%2.0%4.7%4.0%OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOW ROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEPROPOSED PRIVATE STORM SEWER EASEMENT PROP O S E D P R I V A T E S T O R M SEW E R E A S E M E N T PROPOSED PRIVATE STORM SEWER EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 100-YR PONDINGELEV=999.85100-YR PONDINGELEV=1001.20100-YR PONDINGELEV=1004.20100-YR PONDINGELEV=1004.15100-YR PONDINGELEV=1004.55100-YR PONDINGELEV=1008.23100-YR PONDINGELEV=1008.23100-YR PONDINGELEV=1009.80100-YR PONDINGELEV=1010.17100-YR PONDINGELEV=1012.31100-YR PONDINGELEV=998.40100-YR PONDINGELEV=998.30100-YR PONDINGELEV=1005.30100-YR PONDINGELEV=1006.55100-YR PONDINGELEV=1006.51100-YR PONDINGELEV=1006.50100-YR PONDINGELEV=1006.94100-YR PONDINGELEV=1012.20100-YR PONDINGELEV=1012.02II IITELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELEST60"ST60"CP #9105CP #9106TST26"ST26"ST26"ST24"EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 15955' PUBLIC HIGHWAYEASEMENTBK 513 PG 10955' PUBLIC HIGHWAYEASEMENTBK 500 PG 540W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"FF=1005.45FF=1002.74IIIIO/ECATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVCATVCATV9 9 5 990 99 09959951001100099599510051 0 0 5 10051001998 100010 0 0 10 0 5 1010 1005 9 9 5 9 9 0 PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:19:47 PM C-302GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" ST ST ST STST STST STST ST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTDST ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST STSTSTSAN SAN SAN101610171018101510161015101310141016101510141016101610161017101710171018[][][][][][][][][][][][]10121013101410 1 5 1 0 1 4 1008STADIUM RESTROOM BUILDING AREA = 2,930 SF FF=1014.50SUNRISE DR998 998 998 PROPOSED PUBLIC WATER MAIN EASEMENTHYDW8"W8"W8"1020 10171017101810181019 1021 1022 10171018101910201023102010181019101710071008100910101011101210131014101510161018 101610131013 10151016 10161015101610171017 101610161016101610171016101510131012101210121014 1015 1015 1014 1004 1000 1014 10141013 TENNIS COURT STORAGE BUILDINGAREA = 144 SFFF=1015.10WV HYD HYDHYDU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ED1013.501015.031015.101013.211016.001016.001016.001016.001016.001016.001016.001017.001017.001017.001017.001016.001016.001013.001013.881013.001016.001017.121017.121018.121018.121016.901015.501015.501015.501016.501016.501016.501015.501016.251017.001015.501015.501014.501014.501015.001015.501015.501015.001015.001015.001015.001015.001015.001015.501015.601015.501015.501015.501016.901015.901016.901015.901016.251016.001015.001015.901014.751014.001013.001013.501013.001012.001013.001014.001014.801016.401012.901011.751012.501011.751011.751011.751012.501012.501012.001013.501012.001013.001012.001013.001013.751016.881016.881016.681016.401015.001015.001015.751016.001015.001015.001015.751015.751015.751015.701016.001016.001015.701015.751015.001015.001013.21E/W1013.391013.391013.21E/W1015.101014.951014.951015.101013.391013.391013.21E/W1015.101013.391013.21E/W1015.101013.391013.391013.391013.501013.21E/W1014.861014.861014.951013.501014.951013.391013.43E/W1013.501013.43E/W1014.861013.25E/W1014.951014.79E/W1014.951014.861014.79E/W1012.201013.001012.801012.201012.801012.801013.001013.001013.001013.001011.001011.801015.001015.701014.501015.001015.001016.001016.001016.001016.001016.001016.401016.681013.12E/W1013.12E/W1013.12E/W1019.301019.151019.851015.101015.101013.501012.901012.401013.781018.021016.901018.021017.021016.501015.501017.601016.781015.901015.901015.901014.35E/W1014.95E/W1014.30E/W1015.00E/W1012.601016.00E/W1015.95E/W1015.30E/W1015.65E/W1015.75E/W1015.25E/W1013.001015.301016.781017.02TEMPORARY CONSTRUCTION EASEMENTSEE SHEET C-4101016.00E/W1016.00E/W1015.58E/W1015.68E/W1015.93E/W1016.00E/W1015.68E/W1015.75E/W1015.351015.38E/W1015.45E/W1015.93E/W1016.00E/WST 1.5%1.5%1.5%1.0%1.0%1.0%1.0%1.0%1.0%1.7%1.7%1.0%1.0%1.0%1.0%1.0%1.0%1.0%4:13:1 2.0%2.0%2.4%2.1%1.9% 2.0%2.0%2.0%2.0%2.0%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%2.0%101510111018 OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE1014.35E/WOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEPROPOSED 10' PUE100-YR PONDINGELEV=1012.30100-YR PONDINGELEV=1012.23100-YR PONDINGELEV=1013.10100-YR PONDINGELEV=1013.10100-YR PONDINGELEV=1012.68100-YR PONDINGELEV=1014.56100-YR PONDINGELEV=1014.57100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.09100-YR PONDINGELEV=1015.57100-YR PONDINGELEV=1015.57100-YR PONDINGELEV=1015.59100-YR PONDINGELEV=1015.60100-YR PONDINGELEV=1015.59100-YR PONDINGELEV=1012.02100-YR PONDINGELEV=1012.02100-YR PONDINGELEV=1011.98100-YR PONDINGELEV=1011.83100-YR PONDINGELEV=1015.06100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.05100-YR PONDINGELEV=1011.16100-YR PONDINGELEV=1012.27100-YR PONDINGELEV=1012.27100-YR PONDINGELEV=1012.08100-YR PONDINGELEV=1012.07100-YR PONDINGELEV=1013.13100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.07100-YR PONDINGELEV=1015.05100-YR PONDINGELEV=1014.10100-YR PONDINGELEV=1013.82100-YR PONDINGELEV=1015.60F/ON 10TH STREET(CONCRETE SURFACE - PUBLIC STREET)TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE55' PUBLIC HIGHWAYEASEMENTBK 500 PG 540ST 6" W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"WU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATVF/O10101015102010141015 1 0 0 510051010101510191025102310271021102010151010 10101011101210131013101410181017101810201015PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:20:08 PM C-303GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX PARKFIELD #19FIELD #17FIELD #18DOUGLAS PKWYSTST ST STSTSTSTST ST ST ST ST ST ST ST STSTST ST ST ST STDDSTSTSTSTSTSTSTSTST ST ST 97499 5 1000 993 994 99 6 99 7 99 8 999 9859869849759749659939949959949969979989999 9 5 1 0 0 0 99 4 9 9 6 9 9 7 9 9 8 9 9 9995 10009949969979989999 9 5 9949 9 6 9 9 7 9 9 8 999999990986985984975965LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"NORMAL POOL=986.00POND BOTTOM=965.00100-YR ELEV=992.96FUTURE 100-YR=990.50MPE = 996.001 0 0 11002 10031000996 99799899910019989991000 99799810061005992 993 994 995 996 995991992993994 996 997 1000994994 ST STSTSTST ST ST STDST 1.75%1.75%1.75%PLAYGROUNDDST ST ST ST 9949919929939951001.421000.541000.541000.54RIM 992.00RIM 991.00RIM 998.001001.141001.141000.001000.20996.87997.13993.50993.26993.56993.26993.86993.21993.21RIM 997.00RIM 993.251001.921001.92GRADING OF FUTURE PARKING LOTPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE PARKING LOTPROVIDED BY CONFLUENCEGRADING OF FUTURE PARKING LOTPROVIDED BY CONFLUENCEGRADING OF FUTURE AREASPROVIDED BY CONFLUENCE100-YR ELEV=992.961000.001000.20RIM 993.50993.10993.10RIM 990.00995.50RIM 992.75RIM 989.00RIM 992.00PROPOSED STORMSEWER EASEMENT2.0%2.4% 6:1 6:16:16:1 3:1 3:1 3:13:13:13:16:12.2% 1.5% 1.5% 2.4%2.0%988.632.0%989 PROPOSED 10' PUEPROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENTW4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"1006 1005100010009959 9 5 992990990PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:20:27 PM C-304GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGG GGGGGGGGGGGG GGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGWWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U / E U / E U / E U / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E GREENHOUSE(BID ALTERNATIVE)STSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTST ST ST ST ST ST STSTSTSTSTSTDST STSTSTSTSTST ST ST DSTSTSTSTSTSTSTSTSTSTST STSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTW WWWWWWW W W W W W W W W W W W W W W W HYDHYDHYDHYD HYDWWWWWWWWWWHYD WWWWWWWWWWWWWWWWWWWW W W W W WW SANSANSANSANSANSANSANSANSSSSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSANSANSANSSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T STSTSTSTST9951000 10 0 5 996997998 99 9 100 1 100 2 10 0 3 10 0 4 1 0 0 6 9959969 9 7998 9979989981000100599899910011002100310041006995990995100210009859909869849809709751010100810091011 10129651010 10111 0 1 1 10121011101210121012 1 0 1 2 10121 0 1 0 10 0 8 10 0 9 1 0 1 1 1012 101010091011101210071008100910 1 0 100610 0 7 10 0 8 10 0 9101110121 0 1 0 10091 0 1 11010 10111010100610071010101010111010101110051001100210031004 1006 10 1 1 WWWWDU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E1010997101110121 0 1 0 1 0 0 51012 100099 9 PROPOSED PUBLIC SAN ITARYSEWER EASEMENT999.001012.38E/W1010.50T/C1010.00G1011.50T/C1011.00G1011.00E/WSTADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00WAUKEE HIGH SCHOOL #2MAIN FLOOR = 1013.00BASEMENT FLOOR = 998.00SANSANDSANSANSANSANSWWWSANSANW99810111011101210121013MPE = 997.00101110111013 10121 0 1 0 10101 0 0 910091008 998100710061008 997 9989989981005 9989981012 101010051010W W W WVWVWV WVWV WVWVWV WV WVWVWV SANSANSANSANSAN 996.30996.50999.00998.93998.00E/W1003.60E/W1012.90T/C1012.40G999.00999.00995.00995.20994.20E/W994.40E/W995.00995.20998.50E/W1001.501008.60G1012.501010.35E/W1009.85G1011.60G1012.001012.00999.00998.40E/W999.00998.50998.50998.94E/W997.50999.001012.94E/W1013.001012.89E/W1012.89E/W1012.87E/W1013.001012.87E/W1013.001012.93E/W1013.001009.95T/C1009.45G1012.93E/W1011.85T/C1011.35G1013.001011.95E/W1012.931012.55E/W1012.45E/W1012.60E/W1012.10G1010.20T/C1012.50E/W1012.00G1011.50T/C1011.00G1011.65T/C1011.15G1012.15T/C1011.65G1012.501009.551010.25E/W1009.75G1010.43E/W1009.95E/W1006.50T/C1006.00G1006.70T/C1006.20G1007.00T/C1006.50G1007.45T/C1006.95G1008.00T/C1007.00G1007.25T/C1006.75G1006.85T/C1006.35G1007.75T/C1007.25G1008.70T/C1008.20G1009.30T/C1008.80G1009.40T/C1008.90G1010.15T/C1009.65G1010.55T/C1010.05G1010.50T/C1010.00G1006.65T/C1006.15G1006.50T/C1006.00G1006.75T/C1006.25G1006.85T/C1006.35G1007.00E/W1006.91E/W1009.30E/W1008.80G1009.45E/W1011.70T/C1011.20G1012.00E/W1006.00T/C1005.50G1005.90T/C1005.40G1012.85T/C1012.35G1011.90T/C1011.40G1012.061012.231011.75E/W1009.20T/C1008.70G1010.00T/C1009.50G10121010.90T/C1010.40G1012.15T/C1011.65G1012.40T/C1011.90G1011.95T/C1011.45G1012.00T/C1011.50G1012.25T/C1011.75G1010.45G1010.50G1011.00E/W10001010.95E/W1011.05E/W1 0 0 51011.20G998 1011.25G1011.50T/C1011.00G1011.80E/W1011.70E/W1011.75E/W1011.80T/C1011.30GTAPER OUTCURB HEIGHT1011.85E/W1011.95E/W1006.50T/C1006.00G1006.60T/C1006.10G1006.10T/C1005.60G1006.00T/C1005.50G1006.10T/C1005.60G1006.15T/C1005.65G1005.50T/C1005.00G1005.65T/C1005.15G1005.30G1005.39G1005.80G1005.89G999.001004.00T/W999.00B/W1013.001013.00T/W1006.00B/W1013.00T/W1006.00B/W1005.00T/W1000.00B/W1006.00T/W1006.00B/W1012.521012.521006.39E/W1007.95T/C1007.45G1006.35E/W1006.44E/W1008.75T/C1008.25G1007.85T/C1007.35G1006.30E/W1007.50T/C1007.00G1008.90E/W1008.35E/W1007.85G1008.50E/W1008.65T/C1008.15G1009.75T/C1009.25G1008.65T/C1008.15G1009.10T/C1008.60G1008.60T/C1008.10G1010.50T/C1010.00G1011.00T/C1010.50G1011.12E/W1009.501009.25T/C1008.75G1010.50E/W1010.00G1010.62E/W1008.15T/C1007.65G1005.80E/W1005.71E/W1005.66E/W1005.75E/W998.93999.00997.85E/W999.00998.90E/W998.50998.25E/W998.15E/W999.00998.85998.75E/W998.85998.50998.50998.50998.50998.50998.50999.00998.50998.50999.00999.00998.95E/W998.95E/W998.80E/W998.75E/W998.95E/W998.95E/W998.50E/W998.70E/W1004.00T/W999.00B/W998.80E/W998.55E/W998.65E/W998.70E/W999.00998.85998.95998.80998.51E/W998.60E/W998.70E/W998.50997.501013.001012.94E/W1010.30E/W1010.15E/W1009.65G1010.40E/W1009.65T/C1009.15G998.85E/W999.00999.001010.33T/W1009.00B/W1010.331009.70T/C1009.20GEND WALL1008.701009.20T/C1008.70G1009.50T/C1009.00G1009.30T/C1008.80G1008.80T/C1008.30G1009.10T/C1008.60G1007.60T/C1007.10G1009.30T/C1008.80G1008.801009.10E/W1008.90E/W1007.10T/C1006.60G1010.30T/C1009.80G1013.001012.95E/W1012.95E/W1013.001011.50E/W1011.50E/W1011.38E/W1011.38T/C1010.88G1011.45T/C1010.95G1011.001011.001011.50E/W1010.101010.00T/C1009.50G1011.00E/W1010.50G1011.12E/W1011.38E/W1011.38T/C1010.88G1012.95E/W1013.001012.95E/W1011.38E/W1010.88G1011.50E/W1012.501011.20T/C1010.70G1010.70T/C1010.20G1011.50T/C1011.00G1010.90T/C1010.40G1005.50T/C1005.00G1006.00T/C1005.50G1008.85E/W1009.05E/W1001.20E/W1006.25E/W1006.75E/W1005.95E/W1006.15E/W1001.40E/W1001.30E/W1001.30E/W1000.15E/W1000.00E/W999.80E/W999.90E/W1009.75E/W1011.50E/W1011.50E/W1012.001013.001005.80T/C1005.30G1012.95E/W1012.95E/W1013.001011.50E/W1011.00G1011.62E/W1011.10T/C1010.60G1011.50T/C1011.00G1011.62E/W1010.50T/C1010.00G1012.501011.00T/C1010.50G1010.60T/C1010.10G1010.25T/C1009.75G1011.50E/W1012.501012.501012.501012.501012.50998.94E/W998.95E/W999.00998.80E/W998.40E/W998.50998.30E/W998.15E/W998.25E/W998.85E/W998.50998.50997.50998.50997.501010.00T/W1000.00B/W1009.50T/C1009.00G1009.00T/W & T/C1008.50B/W & G1001.001001.001001.001001.00999.00998.90E/W999.001013.001013.00994.001011.00T/C1010.50G1012.95T/C1012.45G1010.75E/W1010.25G1011.85E/WTAPER OUTCURB HEIGHTEND STANDARD6" WALK HEIGHT1013.00T/W1010.50B/WEND STANDARD6" WALK HEIGHT1011.25E/W1010.75G1012.40E/W1011.85E/WTAPER OUTCURB HEIGHT1011.40E/W1013.00E/W1012.001012.501012.401012.501013.00E/W1012.901012.20E/W1012.20E/W1012.00G1012.701012.70E/W1011.60E/W1011.10G1013.00T/W1011.60B/W1010.90E/W1010.40G1013.00T/W1010.80B/W1013.001013.001012.75E/W1012.75E/W1012.30E/W1012.50E/W1012.15E/W1012.00E/W1012.00E/W1012.25E/W1012.50E/W1013.00E/W1011.201012.40E/W1012.40E/W1012.30E/W1012.00E/W1011.70E/W1011.70E/W1012.00E/W1012.20E/W1013.00T/W1012.80B/W1012.401012.60E/W1011.901012.10E/W1012.30E/W1012.101011.701011.90E/W1013.00T/W1012.20B/W1012.20PAVEMENT FLUSHWITH WALKPAVEMENT FLUSHWITH WALK1011.90E/W1012.10E/W1013.001013.001013.001013.001012.941012.941012.801012.871012.821012.62E/W1012.94E/W1011.60E/W1011.65E/W1011.451013.001012.94E/W1011.80E/W1011.90E/W1011.501011.50PAVEMENT FLUSHWITH WALK1011.68E/W1012.05E/W1011.55G1012.23E/W1011.90E/W1011.40G1012.08E/W1013.001012.94E/W1013.001012.94E/W1013.001011.501011.501012.501010.801010.60E/W1010.50E/W1010.80E/W1011.25E/W1010.80E/W1010.70E/W1010.90E/W1010.50E/W1010.50E/W1010.35E/W1009.85G1009.80T/C1009.30GTAPER OUTCURB HEIGHTEND STANDARD6" WALK HEIGHTEND STANDARD6" WALK HEIGHT1011.10E/W1010.80E/W1010.80E/W1011.10E/W1012.001012.001011.10E/W1010.80E/W1011.30E/W1013.00T/W1010.60B/W1013.00T/W1010.50B/W1013.00T/W1010.80B/W1013.00T/W1011.10B/W1013.00T/W1010.80B/W1013.00T/W1011.10B/W1013.00T/W1010.60B/W1013.00T/W1010.90B/W1010.65E/W1010.50E/W1010.95E/W1011.601010.90E/W1010.951013.00T/W1011.60B/W1010.90E/W1010.40G1010.85E/W1010.35G1011.20E/WTAPER OUTCURB HEIGHT1011.70E/W1011.20G1011.85E/W1012.30T/C1011.80G1010.15T/C1009.65G1011.40T/C1010.90G1010.10E/W1009.60G1011.00T/C1010.50G1010.00T/C1009.50G1010.25E/W1010.40T/C1009.90G1009.501010.001011.60T/C1011.10G1011.201011.301011.58G1011.70E/W1011.001011.78E/W1011.28G1011.90E/W1012.05T/C1011.55G1011.75T/C1011.25G1012.17E/W1011.351011.451011.65E/W1011.15G1010.951011.83E/W1011.40E/W1010.90G1010.701011.58E/W1011.40T/C1010.90G1011.25T/C1010.75G1011.52E/W1011.25T/C1010.75G1011.37E/W1011.15T/C1010.65G1011.00E/W1010.50G1010.301012.75E/W1009.75T/C1009.25G1010.45E/W1009.95G1010.70E/W1010.70E/W1010.20G1009.401010.85E/W1010.001009.001012.501012.95T/C1012.45G1012.65PAVEMENT FLUSHWITH WALKPAVEMENT FLUSHWITH WALK1013.40T/C1012.90G1011.25/C1010.75G1012.60T/C1012.10G1011.60T/C1011.10G1013.23T/C1012.73G1010.50T/C1010.00G1009.20T/C1008.70G1010.80T/C1010.30G1009.40E/W1011.15T/C1010.65G1009.20T/C1008.70G1009.50E/W1010.75T/C1010.25G1011.20T/C1010.70G994.50996.001006.03E/W1006.10E/W1011.89E/W1011.77E/W1012.501012.501012.501012.501011.401011.301011.80E/W1011.651011.90E/W1011.301012.501011.77E/W1011.45E/W1011.331011.40T/C1010.90G1012.451013.50E/W1012.15E/W1011.65G1012.001011.65T/C1011.15G1009.00E/W1008.50G1009.15E/W1008.75T/C1008.25G995.751004.801000.351004.501011.70E/W1011.20G998.50998.501012.501007.00E/W1007.75E/W1007.55E/W1006.10E/W1005.75E/W1006.30E/WLOT 13242837 SF74.45 AC1012.001012.001012.001006.35E/W1006.50E/W1006.15E/WSEE SHEET C-4101.5% 1.5%1011.18E/W1.5% 4.2% 1.5%3.8% 1.5%2.9% 1.5% 1.5%1.5% 1.5%1.5%1.2%3.2%1.5% 1.5% 1.5% 1.5% 1 . 0%5%1.4%1.5%1010.70E/W1010.20G1010.82E/W1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5%0.6%0.6%5.0%5.0%0.5%1.5%0.5%0.5%1.5% 1.5%0.5%0.2%0.2%1.0%1.0%1.0%1.5% 1.5 %3.8%3.8%1.5%0.6%0.6%1.5%1.1%6.3%4.2%1.5%1.5%1.2%1.3%1.3%1.3%2.0% 1.7%1.2%1.7%1.7%1.0%1.8%1.5%0.9%1.1%0%1.0%0.8%0.8%0.8%1.1%0.8%1.1%1.0%0.9%0.9% 0.8%1.1%1.1%0.7%0.7%0.3%0.7%0.2%1.1%1.0%0.9%0.9%0.8%1.4%1.4%0.4%0%0.2%0.5%0.6%1.5%1.5%0.4%0.5%0.0%0.0%1012.55E/W0.8%1.0%0.0%1.9%0.9%1.7% 1.6%1.3%0.0%2.0% 2.0%1.6% 1.0 % 0.8 %0.0%2. 0 % 2. 0 %0.0%0.2%0.1%1.4% 1.4 % 1.2%1.8%1.8%0.2%2.0 % 1.0 % 2.0 % 2.0 %1.4%0.3%1.4%1.0%0.9 %1.2%0.2%1.2%1.4%1.3% 1.4%0.0%0.0%1011.50E/W1.5%0.0%0.0%1012.001.9% 2. 0 % 1. 9 %0.0%0.0%0.0%1.4%1.4%1.4%3.5%4.5%1.4%1.0%1.0%1.4%1.5%1.5%1.3%1.3%3.2% 1.4%4.4%4.4%4.7%4.7%1%1003.80E/W1.1%1.3% 1.3%1.5%0.9%0.7%0.0%0.0% 0.2%1.1%1.4%0.8%1.3% 1.3% 1.4% 1.5% 1.4% 1.4%1.9%0.5%0.5%1.4%1.8%0%0.4%0%1.4%0.7%1%1.4%1.0%0.6%1001.00E/W1000.91E/W3%3%1.5%3.4%3.4%0.0%1. 5 % 3.2%0.0%3.2%1.4% 1.4% 1. 4 %1.4%1.4%1.4%1.4%1.4%1.5% 0.8% 1.5%1.1%0%0%0%0.0%1.5%1.5%1.3%0.0%1.3% 1.3% 1.3%0.0%0.0%3.2% 3.2%997.60E/W1.5%1.2%0.0%3.3%3.3%1.4% 1.4% 1.4%0%1.4% 1.4% 1.5%0%0%0%0%0%0.2%0.7%1.4%3.2%1.4%2.5%0.8%0.9%1.4%3.7%1.4%3.5%4.2%0%0%4.6%4.0%0.9%0.8%1.3%1.2%0.7%0.7%1.4%1.4%1.4%0.0%3 . 2% 3 . 6%4.5%4.2%1.1%1.1%0.6%0.6%0.7%1.3%5.0%5.0%1.0%4.9%4.9%5.0%1.4%1.4%5.0%1.4%5.0%1%1%4.1%4.1%0.0%5.0%1.2%1.5%0%0%4.5%4.5%0%1.4%1.4%0%0%1.5%1.5%1.5%6.3%6.3%1%4.5%4.5%1.5%1.5%4.5%1.5%1.5%1.5%4.1%1.5%4.1%1.5%0%0%0%1.5%1.5%1.5%1.3%1.5%1.5% 1.5% 1.5%4.4%4.5%1.5% 1.5% 1.6%1.8%0.3%0.0%1. 3 %0.2%1.0%1.0%0.0%1.3 % 1. 3 % 1.5%1.8%1.6%0.6%0.0%0.0%1.7% 2.0 % 0.0% 0.0%1.5%1.0%1.5%1.2% 2.2%0.4%0.8%0.7%1.0%2.0%0. 7 %2.0%1. 9 %1.3%0. 5 % 1. 3 %1.1%1.2%0.0%0.0%0.0%0.0%2. 0 %2%1. 9 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 1. 8 % 1. 8 % 1.8%1.2% 1. 8 %1.8%0.5%2. 0 %0.0%1.6%1%1%1%1% 1% 6.3% 6.3% 6.3% 6.3%1%1%1%1%1.5% 1.5% 1.5% 1.1% 1.1%0%0%3.3%3.3%1.5% 1.5%3.1%3.1%1.5%1.5%1.5%1.5%1.5% 1.3% 1.0% 1.0% 1.5%0.8%1.5%1.5% 1.5% 1.5%4.7%4.7%1%1%6.3%6.3%4%6.3%1%1%1.5% 1.5% 1.5% 4:14:16:1 6:16:16:13:1 3:12.0%4.8% 4:1 4.7%4.0 %4.0%2.0 % 4. 3 %997.00997.002.0%997.502.0%2.0%3.1%2.0%4.6% 2.0%2.5%9.1%2.4%2.2%2.1%9.8%2.4%6.2%2.0%7.7 %2.0%OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE997.00OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE997.50OVERFLOWROUTE1010.00OVERFLOWROUTEOVERFLOWROUTETRASHENCLOSUREAREAD1012.85E/W2%1012.501006.00998.50998.50998.50998.50WVPROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENTPROPOSED P R I V A T E S T O R M SEWER EAS E M E N T 10051012.0010' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELEC T R I C E A S E M E N T 10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 1013.00100-YR PONDINGELEV=1009.14100-YR PONDINGELEV=1009.47100-YR PONDINGELEV=1011.19100-YR PONDINGELEV=997.16100-YR PONDINGELEV=997.11100-YR PONDINGELEV=997.55100-YR PONDINGELEV=997.57100-YR PONDINGELEV=994.73100-YR PONDINGELEV=994.16100-YR PONDINGELEV=996.16100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.54100-YR PONDINGELEV=997.62100-YR PONDINGELEV=1005.17100-YR PONDINGELEV=1008.50100-YR PONDINGELEV=1009.72100-YR PONDINGELEV=1008.88100-YR PONDINGELEV=1005.40100-YR PONDINGELEV=1007.65100-YR PONDINGELEV=1011.54100-YR PONDINGELEV=1011.54100-YR PONDINGELEV=1011.41100-YR PONDINGELEV=1006.33100-YR PONDINGELEV=1009.08100-YR PONDINGELEV=1009.56100-YR PONDINGELEV=1010.22100-YR PONDINGELEV=1009.72101210101000999999 998 999998PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:20:49 PM C-305GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGG G G G G G G G G G G U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E10 20 30 40 50 40 30 20 10102030405040302010 W W W W W W W W W W WWWST ST ST ST N 6TH ST WWWWWWWWDSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST STST ST STDST ST ST ST ST STSTST STSTST STSTST ST STSTST ST ST ST ST ST ST ST STST ST STSTSTSTSTST W W W W W W W W W W W W W WWSANSD100910101 0 1 010101 0 1 0 1 0 1 1 10 1 2 10 1 3 1010101110121013101510201016101710181019102110221013101410101011101210131010100910111009100810091010100910111012101310141005100410061007DW998998 1 0 1 4 997 1008999101210131014998 1000 1003 1010.75E/W1010.35E/W1011.40E/WSUNRISE DRHYDWV 99 8 998998 998 1015 998 1005 1000 9989981010 HYD998 1020 1020 1018 1019 1019 1 0 2 1 1021 10211021 10171018101910201023101 5 101 0 100 51020101010051000998 100710071020101510101 0 1 0 1 0 1 5U/EU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E10 2 0 1 0 2 2 ST STD1013.701007.001011.20E/W1011.10E/W1010.60G1014.15E/W1014.00T/C1013.50G1012.50E/W1012.35E/W1011.85G1013.25T/C1012.75G1014.30G1009.10G1010.20T/C1009.70G1010.15E/W1009.80G1010.20G1009.05E/W1008.70G1009.15E/W1009.00G1009.15T/C1008.65G1009.25G1009.25E/W1008.15T/C1007.65G1008.35T/C1007.85G1008.65T/C1008.15G1008.95T/C1008.45G1008.50G1008.60G1009.00E/W1009.45T/C1008.95G1009.70T/C1009.20G1009.10E/W1008.80G1009.45E/W1009.40G1009.80T/C1009.30G1009.50E/W1009.20E/W1009.55E/W1009.60E/W1009.75T/C1009.25G1009.35E/W1009.30E/W1010.00T/C1009.50G1009.20T/C1008.70G1009.40T/C1008.90G1008.90T/C1008.40G1009.55G1008.70T/C1008.20G1008.35T/C1007.85G1008.60T/C1008.10G1007.85T/C1007.35G1008.50T/C1008.00G1010.35T/C1009.85G1009.85G1009.90G1010.15E/W1010.10E/W1009.95E/W1009.75E/W1009.90E/W1010.00T/C1009.50G1009.85T/C1009.35G1009.65G1010.05E/W1010.00E/W1010.25T/C1009.75G1009.75G1010.70T/C1010.20G1010.50T/C1010.00G1010.15T/C1009.65G1010.50T/C1010.00G1010.50T/C1010.00G1010.50T/C1010.00G1010.15G1010.55T/C1010.05G1010.40T/C1009.90G1010.30T/C1009.80G1010.55T/C1010.05G1010.05T/C1009.55G1009.95T/C1009.45G1009.80T/C1009.30G1009.70T/C1009.20G1010.70T/C1010.20G1010.90T/C1010.40G1010.80T/C1010.30G1010.15G1010.25G1010.60T/C1010.10G1010.65E/W1010.25E/W1010.30E/W1010.30E/W1010.60E/W1010.70E/W1010.00G1010.10G1010.50E/W1010.60E/W1010.75G1010.85G1011.00T/C1010.50G1010.63E/W1010.35G1010.73E/W1011.00T/C1010.50G1010.35G1010.85T/C1010.35G1011.30E/W1010.80G1010.35T/C1009.85G1010.70E/W1014.25T/C1013.75G1014.00T/C1013.50G1008.90T/C1008.40G1009.10T/C1008.60G1014.70T/C1014.20G1009.40T/C1008.90G1009.20T/C1008.70G1009.50T/C1009.00G1010.15T/C1009.65G1010.50T/C1010.00G1010.70T/C1010.20G1010.65E/W1010.70E/W1010.75E/W1010.15T/C1009.65G1010.20T/C1009.70G1010.65T/C1010.15G1010.40T/C1009.90G1008.95T/C1008.45G1008.45T/C1007.95G1012.50T/C1012.00G1012.25T/C1011.75G1012.70T/C1012.20G1012.45T/C1011.95G1011.80T/C1011.30G1012.00T/C1011.50G1011.60T/C1011.10G1012.00T/C1011.50G1011.80T/C1011.30G1012.45T/C1011.95G1012.25T/C1011.75G1012.70T/C1012.20G1012.50T/C1012.00G1013.55T/C1013.05G1014.00T/C1013.50G1013.55T/C1013.05G1013.70T/C1013.20G1013.70T/C1013.20G1014.25T/C1013.75G1014.05G1012.50E/W1013.45T/C1013.35G1013.95T/C1013.45G1013.50T/C1013.00G1014.20T/C1013.70G1013.00T/C1012.50G1013.85G1014.75T/C1014.25G1014.35T/C1013.85G1013.85T/C1013.35G1012.35T/C1011.85G1012.92G1015.10T/C1014.60G1014.20T/C1013.70G1012.25T/C1011.75G1011.40T/C1010.90G1011.20T/C1010.70G1010.80T/C1010.30G1011.05T/C1010.55G1011.95T/C1011.45G1011.85T/C1011.35G1011.50T/C1011.00G1011.60T/C1011.10G1012.15T/C1011.65G1012.30T/C1011.80G1010.80T/C1010.30G1010.50T/C1010.00G1010.65T/C1010.15G1010.00T/C1009.50G1012.15T/C1011.65G1012.30T/C1011.80G1013.15T/C1012.65G1012.59E/W1013.90T/C1013.40G1013.25T/C1012.75G1013.80T/C1013.30G1012.80T/C1012.30G1013.45T/C1012.95G1013.65T/C1013.15G1014.10T/C1013.60G1014.20T/C1013.70G1012.50T/C1012.00G1012.65T/C1012.15G1014.35T/C1013.85G1014.70T/C1014.20G1013.25T/C1012.75G1012.75T/C1012.25G1012.60T/C1012.10G1012.52G1011.75T/C1011.25G1013.70T/C1013.20G1009.05T/C1008.55G1009.00T/C1008.50G1009.00T/C1008.50G1008.50T/C1008.00G1014.25T/C1013.75G1011.60E/W1012.001009.75T/C1009.25G1009.25T/C1008.75G1014.00G1014.55E/W1014.50E/W1014.45E/W1014.50E/W1014.25G1014.89E/W1014.80E/W1014.75E/W1014.84E/W1014.89E/W1014.80E/W1015.00E/W1015.09E/W1013.57E/W1013.48E/W1013.42E/W1013.51E/W1014.00E/W1014.09E/W1013.02E/W1013.23E/W1013.18E/W1012.97E/W1012.73G1013.76G1014.35E/W1014.26E/W1014.31E/W1014.40E/W1014.69E/W1014.75E/W1014.84E/W1014.90E/W1014.25G1014.19G1011.70E/W1011.351011.251010.70T/C1010.20G1009.90T/C1009.40G1011.05E/W1010.90T/C1010.40G1011.50T/C1011.00G1013.25T/C1012.75G1011.70T/C1011.20G1010.60T/C1010.10G1013.01G1013.15T/C1012.65G1014.10T/C1013.60G1022.901022.601021.501022.201019.851022.65E/W1022.55E/WDETENTION BASIN #1100-YR ELEV=1006.621022.50T/C1022.00G1022.80T/C1022.30G1022.80T/C1022.30G1022.50T/C1022.00G1021.751021.25PROPOSED STORM SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENT1010.80SEE SHEET C-410SEE SHEET C-410SEE SHEET C-410SEE SHEET C-410SEE SHEET C-410SEE SHEET C-4101012.001012.001002.151002.651004.001004.501006.601007.101007.601007.60WV WV1.0%2.0%2.0%2.0%1011.60E/W1.1%6.3%6.3%1.0% 1.0%1.0%0.8%1.0%2.0%2.0%1.4%1.4%1.0% 1.0% 0.0%4.7%6.3%4.8%3.4%1%1%1%1%1%1%1%1%1%1%1%1%2.5%2.9%0.4%0.0%1.5%1.5%1.7%1.7%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%6.3%1.0% 1.0% 1.0% 0.5% 0.5% 0.5% 1.0% 1.0% 1.5% 1.5% 1.50% 1.5% 3.5% 3.5%1%1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0%1%1%1%6.3% 6.3%1.5%1%1%1%5.8% 5.8% 6.3% 6.3% 1% 1% 1% 1% 1.5% 1.5% 1.5%1%1%1%1.5% 1.5% 1.5% 1.5%1%1%6.3%6.3%1.0% 1.0% 1.0%4.5%4.5%1.5%1.5%1.5%1.5%1.5%1.5% 1.5% 1.5% 1.5%1%1%6.3%6.3%2.0%6.3%6.3%1.5% 1.5% 1.5%1%1%3:1 3:13:1 3:14:14:14:1 4.3% 3.8%3.1%4:13.6%3.3% 2 . 5%10151020101810191022102310111022OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEPROPOSED 10' PUEPROPOSED 10' PUE1.0%PROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED DE TEN T ION EASEMEN T135094 SF3.10 ACLOT "B"10' ELECTRIC EASEMENT100-YR PONDINGELEV=1013.82100-YR PONDINGELEV=1008.70100-YR PONDINGELEV=1009.88100-YR PONDINGELEV=1008.34100-YR PONDINGELEV=1009.65100-YR PONDINGELEV=1011.30100-YR PONDINGELEV=1009.9410201020102310181019 102010211 0 2 1 1 0 2 0 1 0 1 9 1 0 1 8 1 0 1 7 10191018101710161015 1012 10151 0 1 8 10201015PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:21:09 PM C-306GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14FIELD #12FIELD #15FIELD #16SAN8"SAN8"SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8"SAN24"SAN24"SAN24"SSSSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSST ST ST ST ST ST STSTSTSTSTSTST ST ST ST ST ST ST ST STSTST STDDSTSTST995992993994996997 995996990995991992993994995992993994996997 995 9 9 1 99 2 99 3 994 9 9 5 992993994996 995992993994996997995994990991992993994ROAD SAG OVERTOPPINGELEV=992ROAD ELEV=996TOP OF PED BOX=992PED BOX ELEV=982RO A D S A G O V E R TO P P I N G EL E V = 9 8 9 N 4 T H S T DOUGLAS PKWY54924 SF1.26 ACOUTLOT "X"9709 9 0 9 8 0 9 7 5 NORMAL POOL=980.00POND BOTTOM=968.00100-YR ELEV=984.87FUTURE 100-YR=983.719689759 8 5 96 8 9 7 0NORMAL POOL=986.00POND BOTTOM=965.00100-YR ELEV=992.96FUTURE 100-YR=990.509939959951000 994994996996997998999 9951000995995995994996 9979959 9 5995 995990 985 982981994993965970975980985990992992 990990985 985 980 975 972 975 969 990 9919 9 0 98 8 989 991995990985984990991990985980975970968988 993 994 995 9 9 3 993993STSTSTSTSTSTST STSTST 996.5993.00982.19993.10992.00991.85993.25993.50993.50995.74997.45997.45997.45997.45995.22995.21995.35995.30997.00997.00995.00995.00996.74TW 996.83996.72995.74995.74BW 995.00994.86993.74993.74994.86994.19996.00994.19996.00994.19996.00995.80995.80995.74994.25995.74994.45993.50993.74994.19996.00995.80993.50995.00995.74993.80994.00994.16994.16994.16994.16993.74993.74993.50RIM 991.00RIM 993.25RIM 991.00HP 994.95RIM 993.00RIM 993.25HP 995.75994.10LP 994.75992.85993.00992.85GRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE AREASPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCE991.00980.401000.60995.55100-YR ELEV=984.87100-YR ELEV=992.96995.50RIM 992.75RIM 992.75RIM 989.00RIM 991.00RIM 992.50RIM 990.00HP 992.50TE M P O R A R Y C O N S T R U C T I O N E A S E M E N T TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENTPROPOSED STORMSEWER EASEMENT3:1 4:14:14:14:1 3:13:13:1 4:1 3:14:13:1 3:12:13:13:14:1 3:1 4:14:12.3% 2.6%2.9%2.1%2.0%2.0%2.1%6:12.1%6:15:12.0%STSTST3.9%991992STSTST988 981 980993.74993.50993.35993.15993.00PROPOSED 10' PUEPROPOSED 10' PUE993.25993.10993.10993.25993.10993.10993.10993.25993.10994.00DD979.80CP #5100CP #5101CP #9004W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"1000995990989 9 8 8 985980985990995 1000985990 9 8 5 98 1 985 990 994985985984ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:21:29 PM C-307GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX ST ST ST ST ST ST ST ST ST ST ST ST STSTST ST ST ST ST ST ST STSTSTS TSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTS T S T STS T S T FIELD #8FIELD #5FIELD #6FIELD #7N 4TH STSTSTSTST STSTSTSTSTST STSTST ST ST STSTSTSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSSSSST ST ST ST D1000997998999100110021003100099899910011002 1003 9 9 6 9 9 7 9 9 8 999996997998999100 0 99 8 999 10 0 11000998999 10011000997 998 99 9 1 0 0 11005100410061000100110021003 100110021003999D1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0% 1.0% 1. 0%DD97997898098510011000998998 10001000100199999910001003 1002 97599210001000 10001000999997998990995 990 985 980 975 970 965 9 9 0995 98 9 9 9 1 99 2 993 9949969979 9 7997998 1009100010009971005 997100010051010998997995100710051006100710061 0 0 5 DDTRASHENCLOSURE995.00995.15995.45995.50995.651000.50T/C1000.00G1003.15T/C1002.65G1002.75T/C1002.25G1002.58E/W1002.55T/C1002.05G1005.80E/W1005.71E/W999.85T/C999.35G1005.66E/W1002.70T/C1002.20G1005.75E/W1003.50T/C1003.00G1003.95T/C1003.45G1005.75T/C1005.55G1004.20T/C1003.70G1005.25T/C1004.75G1003.80T/C1003.30G1003.40T/C1002.90G1003.55T/C1003.05G1002.80T/C1002.30G1002.15T/C1001.65G1002.85T/C1002.35G1003.00T/C1002.50G1004.00E/W1003.50G1004.12E/W999.85T/C999.35G999.73E/W1000.38E/W1000.50T/C1000.00G1001.00T/C1000.50G1001.50T/C1001.00G1002.80T/C1002.30G1003.50T/C1003.00G1004.00E/W1003.50G1004.12E/W1001.00T/C1000.50G999.73E/W1000.38E/W1000.50T/C1000.00G1003.55T/C1003.05G1004.00E/W1003.50G1004.12E/W1002.80T/C1002.30G1001.50T/C1001.00G999.85T/C999.35G999.73E/W1000.50T/C1000.00G1000.38E/W1002.80T/C1002.30G1001.75T/C1001.25G1003.50T/C1003.00G1004.00E/W1003.50G1004.12E/W1011.10T/C1010.60G1010.50T/C1010.00G1011.00T/C1010.60T/C1010.10G1010.25T/C1009.75G1001.05T/C1000.55G1000.75T/C1000.25G1004.20E/W1001.25T/C1000.75G1001.241000.971001.301000.881001.101001.50E/W1001.00G1001.571000.911001.001001.71E/W1001.21G1000.90E/W1000.40G1001.301001.59E/W1001.18E/W1000.98E/W1001.38E/W1001.45E/W1001.25E/W1000.75G1001.061004.00E/W1003.70T/C1003.20G1003.70T/C1003.20G1003.60T/C1003.10G1001.05T/C1000.55G1000.85T/C1000.35G1001.35E/W1001.15E/W1001.23E/W1001.03E/W999.25T/C998.75G1000.78E/W999.13E/W999.75997.00999.75999.80998.00998.00998.00999.80999.80999.80999.80999.80999.80999.80999.50998.00998.00998.001001.801001.801001.801001.801000.001000.001000.00999.88999.881001.50999.501003.551003.551003.551003.551001.801001.801001.801001.801000.001001.881000.001000.001001.881001.501003.051002.801002.801001.121001.121001.001001.601001.201002.801001.501001.201000.701002.801001.501002.801003.051002.801000.701001.201001.601001.00999.66999.66998.00997.00999.70T/C999.25G998.001007.081007.021004.001006.50999.00996.75999.10996.00997.00997.00997.50997.75996.00996.00997.00997001007.02998.75996.751004.12E/W1001.12E/W1001.13E/W1001.35T/C1000.85G1000.50T/C1000.00G1000.15T/C999.65G1000.25T/C999.75G1000.15T/C999.85G1000.60T/C1000.10G1000.55T/C1000.05G999.50T/C999.00G999.70T/C999.20G999.50T/C999.00G999.10T/C998.60G999.00T/C998.50G999.00T/C998.50G998.70T/C998.20G999.00T/C998.50G999.30T/C998.80G999.15T/C998.65G998.50T/C998.00G998.80T/C998.30G1001.00T/C1000.50G1001.12E/WGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCE991.00997.00995.00GRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCEGRADING OF FUTURE FIELDSPROVIDED BY CONFLUENCE1002.75997.95990.35996.50999.40E/W994.05999.28E/W1003.301004.20E/W1004.32E/W1004.32E/W1004.00E/W1003.50G1004.12E/WTEMPORARY CONSTRUCTION EASEMENT 4:1 4:1 7:17:17:16:14:14:13:13:14:1 4:15 : 1 6.7%12.5%3.2%2.1%1.9%2.0%2.1%2.0%2.0%2.1%1.9%2.0%2.0%2.0%2.0%2.1%2.1%997.50OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE999.85E/W999.90E/W1003.60T/C1003.10G1004.30E/W1004.42E/WPROPOSED 10' PUE PRO P O S E D 1 0 ' P U E 1.5%1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5%1.2%1.2%1.0%1.0%4.4% 4.4%3.8%3.8%1.0%1.0%1.0%1.0%1.0%1.0%1.0%0.8%1.0%1.5% 1.5% 1.5% 1.5%0.8%1.0%1.3%1.3%4.4%4.4%1.0%1.5% 1.5%1.1%1.1%0.9%0.9%1.4%1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 4.4% 4.4% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 0.8%1.5% ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PROPOSED PUBLICSTORM SEWEREASEMENT998.00ST ST 997.009969969971005100110021003100410051006 180897 SF4.15 ACLOT "C"DDDPROPOSED 10' PUE 100-YR PONDINGELEV=996.19100-YR PONDINGELEV=996.71100-YR PONDINGELEV=996.23100-YR PONDINGELEV=997.01100-YR PONDINGELEV=1004.22100-YR PONDINGELEV=999.75100-YR PONDINGELEV=998.13100-YR PONDINGELEV=999.63100-YR PONDINGELEV=999.72100-YR PONDINGELEV=997.24100-YR PONDINGELEV=997.22100-YR PONDINGELEV=999.98100-YR PONDINGELEV=997.15100-YR PONDINGELEV=997.15100-YR PONDINGELEV=998.09100-YR PONDINGELEV=998.31100-YR PONDINGELEV=998.33100-YR PONDINGELEV=991.14100-YR PONDINGELEV=995.31100-YR PONDINGELEV=997.21100-YR PONDINGELEV=997.2099599 0 995101010051000985 9909859951000PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:21:49 PM C-308GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX ST U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EFIELD #3FIELD #1FIELD #2FIELD #4STSTST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTWWWWWWWWST STSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST S T ST ST ST STSANSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST 1005 100210031004ST10071008100510101002100310041006100710081009 1010100910111012 ST ST STSTSTSTDDSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TINDOOR BATTINGCAGE BUILDINGFOOTPRINT = 4,511 SFFF=1012.30RESTROOM & STORAGE BUILDING FOOTPRINT = 1,755 SF FF=1012.30 CONCESSIONBUILDING650 SFFF=1012.30SAN SAN SAN SAN SAN 0.5% 0.5% 0. 3 6 % 0. 3 6 %0.36%0.36%0.50%0.50%0.5%0.5% 0.5% 0. 3 6 % 0.5%0.5%0. 8 3 %0.5%0.75%0. 7 5 % 0.75% 0.5%0.5% 0. 3 6 % 0. 3 6 %0.36%0.36%0. 5 0% 0. 7 5% 0. 7 5% 0. 7 5%0.5%0.75%0.75%0.75%0.75%0.75%0.75% 0.5%0.5% 0. 3 6% 0. 3 6 %0.36%0.36%0.5%0.68%0.68%0.75%0.75%0.83%0.68%0.68%0.75%0.75%0.75%0.75%0.75%0.75%0.75%0.75%0.75%0.75%0.5%0.5%0.5%0.5%0.5%DUGOUTDUGOUT DUGOUTDUGOUTST STST ST ST ST STSUNRISE DRN 4TH STSSSANSTD SS0.5%0.5%0.5%0.5%0.5%0.50%0.5%0.5%0.5% 0. 3 6%0.36%0.36%0.50%0.5%0.5% 0.5%0.5% 0.5% 0.75% 0.75%0.75%0.75%0.75%0.75% 0.75%0.75%0.5% 0.5% 0. 3 6%0.50%0.50%0.50%STSTSTSTST ST ST ST ST ST ST ST STD SANSAN1000100599910011002100310041006100710101015 10081 0 0 8 100810091011101210131014 10161017 1009101010111012101310141015101610071008100810071007 1 0 1 1 1 0 1 0 1 0 0 8 1 0 0 9 1007 1 0 0 7 1 0 0 6 1 0 0 5 1008100610031001 1004 100410011007100610051004100510 0 0 1 0 0 8 99 9 10 0 2 10 0 3 10 0 2 10121 0 1 2 10101006100710081009101110121011101010151010WVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E S T STS T S TSTSTD10091009 1000.001009.441011.001013.02E/W1013.18E/W1012.97E/W1008.601008.791009.01(EXCLUDES MOUND)1008.601011.001011.50T/W1008.581006.961013.30T/W1010.271010.551010.251009.441009.441009.441009.441010.001010.251010.251010.251010.251008.791008.791008.791007.021008.391007.001007.801011.001008.791008.791008.791008.791008.511008.511012.801012.801008.791009.01(EXCLUDES MOUND)1008.791008.791008.791008.791008.791008.791008.791010.301012.801012.48E/W1012.351012.551010.271010.271010.271010.351010.351010.131009.831009.831009.731012.201012.221012.551012.551012.28E/W1011.75E/W1011.45E/W1010.021010.021010.021011.751011.351009.481009.991011.001011.001011.14E/W1011.601008.371006.501012.48E/W1012.11E/W1011.90E/W1011.001012.101008.601008.391011.45E/W1008.601008.601008.601007.741007.221010.23E/W1009.731008.00E/W1007.001008.001009.391009.151009.191009.191009.191009.151010.001010.001010.001010.001008.511006.961008.581005.201007.741006.801007.121007.121007.741007.641008.751007.80E/W1009.291006.801006.001006.801006.001004.001012.301006.501012.301009.301007.801012.301011.70E/W1012.301012.301011.801011.801009.501009.001009.001012.00E/W1012.221012.101012.00E/W1012.17E/W1011.80E/W1012.261012.241012.301012.241012.301012.141012.221003.10DETENTION BASIN #1100-YR ELEV=1006.621007.02998.001007.081007.021008.001008.601008.491008.491008.601008.601008.601011.70E/W1011.901009.441013.30T/W1013.30T/W1011.851011.701009.881009.481009.581008.001011.001011.50T/W1011.21E/W1012.301011.95E/W1011.42E/W1012.551011.601011.001011.001011.60E/W1011.50T/W1011.50T/W1011.50T/W1011.50T/W1011.001011.50T/W1007.641007.221007.801007.221007.021007.641011.50T/W1010.001011.50T/W1011.50T/W1007.121010.401010.151010.401010.151010.151010.041010.151010.271008.431008.431008.431010.401010.401010.401010.401010.401010.151010.401010.351010.151010.151010.151008.431003.00999.25998.501005.501008.251018.651008.851001.301009.901008.651014.551019.151009.20DETENTION BASIN #3100-YR ELEV=1002.88TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENT PROPO S E D S T O R M SEWER E A S E M E N T PROPOSED STORMSEWER EASEMENTWW1012.23E/W1012.23E/W1010.101010.101010.101010.041009.910.6%1.5%0.50%1010.03E/W1009.92E/W1012.28E/W1012.301012.551010.03E/W1009.98E/WRAMP SLOPE = 6.25%1011.81E/W1011.81E/W1012.301012.23E/W1009.581009.680.75%0.50%1009.051009.351012.301012.23E/W1012.23E/W1012.551009.851010.221010.311010.300.5%1010.101012.351010.101009.601010.040.5%1009.981010.071009.051009.680.5%1009.930.5%1009.391009.291009.930.5%1010.351010.19E/W1010.351010.161%1010.261010.301008.531012.551010.28E/W1010.28E/WRAMP SLOPE = 6.1%1008.531008.531008.531008.531008.531%1008.531008.601008.601008.601008.601008.491010.001011.21E/W1008.251008.53E/W1009.93E/W1008.48E/W1008.55E/W1007.940.5%1007.341007.080.5%1011.13E/W1010.501010.43E/W1007.940.5%1007.340.5%1007.081007.021011.20E/W1011.13E/W1008.531008.531008.531008.531008.601008.531008.601008.531010.351010.28E/W1008.601008.55E/W1008.48E/W1008.53E/W1%1%1%1008.531%1%1%1%1%1%1%1%1%1007.341007.941008.601008.601008.531008.531008.531% 1% 1%1011.13E/W1011.20E/W1010.501010.43E/W1008.101007.741007.641007.121007.221007.341007.940.5% 0.5%1008.49DUGOUTDUGOUTDUGOUT DUGOUT PRESS BOXPRESS BOXDD1000.501002.65HYD SAN 1.5%4:1 4:14:1 4:1 5:15:14:14:14:14:14:1 5: 1 4:1 2.0%2.1%2.2%2.0%2.0%2.0%2.0%2.0%2. 0% 2.0%4.0%2.0%5.2%7.5%2.3%2.0% 2.1%2.0%100710051006 100710011000999100110029981004.501004.501004.50OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE10 1 0 10081009 10 1 1 10121012DETENTION BASIN #1100-YR ELEV=1006.59FUTURE 100-YR=1004.451012.23E/W1.4%0.9%1012.05E/W1.4%1012.301012.23E/W1.4%1.5%0.9%0.0%1.2%1.5% 1.5%1.2%0.0%1.4%1.3%0.9%1.4%1.4%1.4% 1.0%1.3%0.7%0.7%1.4%1012.481012.271012.20E/W1012.17E/W1012.08E/W1.4%1.5%0.4%1011.98E/W1.1%0.8%1.0 % 1.0 %1011.85E/W1011.601.0 %1.5%1011.92E/W0.9% 0.9%1011.481011.621011.451.0 %1.5%1011.731.6%1011.601.6%1.7%1.5%1012.800.7%1.9%1.5%1012.21E/W1.5%1.1%1012.750.0%1.4%0.9%1.7%1.0%1012.25E/W1012.18E/W1%0.7%1.5%12.05E/W11.98E/W11.89E/W11.6011.4511.7311.891.4%0.4%1012.20E/W12.17E/W1.5%1.5%1.1%1.1%1.1%0.7%1%1.1%1.9%0.9%0.6%0.7%1.4%1.5%1.1% 1 0 1 2PROPOSED 10' PUEPROPOSED 10' PUE PROPOSED 10' PUE 1.4%1.4% 1.5%1.5%1.5%ST ST ST ST ST ST ST ST ST ST ST ST ST ST STDPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED DETENTION EASEMENTPROPOSED DETENTION EASEMENT PROPOSED PUBLIC STORMSEWER & DRAINAGE EASEMENT1000.001000.001002.501005D1011.70E/W1012.00E/W999100010' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT ELEV=1004.22100-YR PONDINGELEV=1006.09100-YR PONDINGELEV=1006.12100-YR PONDINGELEV=1005.37100-YR PONDINGELEV=1007.09100-YR PONDINGELEV=998.33100-YR PONDINGELEV=1006.62100-YR PONDINGELEV=1007.12100-YR PONDINGELEV=1008.17100-YR PONDINGELEV=1008.20100-YR PONDINGELEV=1009.13100-YR PONDINGELEV=1009.15100-YR PONDINGELEV=1011.94100-YR PONDINGELEV=1011.55100-YR PONDINGELEV=1011.98100-YR PONDINGELEV=1008.161015 1 0 1 0 10 0 5 10 0 5 1 0 0 8101110101008 100010161015ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:38:52 PM C-309GRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGGU/EU/EU/E102030405040302010102030405040302010998.18997.59998.03998.03998.03998.03998.03998.03998.11998.27998.11998.27998.03998.07998.14998.03997.59998.03997.59997.59998.03FIELD SURFACE SLOPE = 0.50% FIELD SURFACE SLOPE = 0.50% FIELD SURFACE SLOPE = 0.50% FIELD SURFACE SLOPE = 0.50% FIELD SURFACE SLOPE = 0.50% FIELD SURFACE SLOPE = 0.50%TRACK SURFACE SLOPE = 1.50% TRACK SURFACE SLOPE = 1.50% TRACK SURFACE SLOPE = 1.50% TRACK SURFACE SLOPE = 1.50% TRACK SURFACE SLOPE = 1.50% TRACK SURFACE SLOPE = 1.50%TRACK SURFACESLOPE = 1.50%997.59997.59997.59997.59998.03998.03997.59998.03TRACK SURFACESLOPE = 1.50%997.59997.59997.59997.59998.03998.03997.59997.59T R A C K S U R F A C E S L O P E = 1 . 5 0 %997.59997.59998.03998.03998.18998.18998.08998.18998.18998.08998.18998.18998.03997.59HIGH JUMP AREASLOPE = 0.75%997.59997.59WWWWWWWWWWWWWWWWWWWWWT R A C K S U R F A C E S L O P E V A R I E S 998.04998.03998.03998.30998.03998.03998.03998.03998.03998.03998.03998.03998.00998.00998.03998.00998.03998.001015.00T/W1004.50B/W1000.00T/C999.75G1012.00998.15B/SLONG JUMP AREAMAX SLOPE = 0.50%996.75996.75996.50997.00997.80997.75997.00998.001012.001014.70E/W1014.85T/W1010.00B/W1014.70E/W1014.63E/W1014.85E/W1014.63E/W1012.00T/W998.00B/W1011.901012.001012.001011.80997.91E/W997.82997.70997.82997.45997.82997.70997.82997.45997.82997.70997.82997.45997.82997.701012.00T/W1000.00B/W1014.80E/W1014.70E/W1014.501014.35E/W1014.501014.35E/W1014.501014.35E/W1014.501014.35E/W1014.501014.35E/W1012.00T/W1004.50B/W1011.70E/W1011.70E/W1013.00T/W999.15T/C998.90G1011.00E/W1012.001012.00T/W998.00B/W1011.881010.60E/W1012.00T/W997.80B/W1012.00T/W998.00B/W998.00998.00E/W997.85E/W1010.25E/W998.00998.00997.85E/W998.82996.50998.00997.94998.00998.00997.96998.00998.00997.88998.00997.97997.80997.92998.00998.001012.00T/W998.00B/W998.00998.00997.88998.09B/S1015.00T/W1004.50B/W1014.96E/W1014.92T/W1006.25B/W1012.70T/W999.95T/C999.70G998.00E/W998.08998.00T/W998.00B/W997.82997.70997.82997.45997.82997.70997.82997.45997.82997.70997.82997.45997.82997.70997.91E/W997.001014.35E/W1014.20E/W1014.35E/W1014.20E/W1015.00E/W1014.85E/W1014.90E/W1014.75E/W1014.90T/W1014.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1015.00T/W1004.50B/W1014.00T/W1003.50B/W1013.70E/W1015.00T/W1006.40B/W1014.85E/W1015.00T/W1004.50B/W1014.85E/W1015.00T/W1004.50B/W1014.60T/W1014.60B/W997.95E/W998.00B/S1005.00T/S1005.15T/S1012.05T/S1012.00T/W1002.50B/W1013.80E/W997.00997.91E/W998.18E/W998.09E/W997.00997.85997.001009.00T/W1008.50B/W1011.00E/W1013.751014.001014.001012.751012.751014.001014.001014.70E/WDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTWWWHYDWWSANSANSANSANSANWSANSANSANSANSANSANSANSANSANSANSANSAN1011.70E/WS1013.501013.50998.00S1011.60E/WSTSTSTST1014.70E/W1 0 1 0 10051001100210031004100610071011WU/E U/E U/E U/E U/E U/E U/E1012.20T/W1010.47B/W1000.15E/W1000.65E/W1002.79E/W1011.00T/W1000.72B/W1003.00T/W1002.86B/W1000.40E/W999.75998998997101 1 101210101005 1012101210131014101510149971008999 1012 1013 1014 998100010031012.00997.59998.03998.00998.001015.00T/W1004.50B/W1011.701012.001011.50E/W998.00T/C997.50G997.7510009991010.80E/W997.901014.35E/W1014.20E/W1014.20E/W1014.05E/W1016.001016.211016.001016.001016.001016.211015.83STADIUM RESTROOM BUILDINGAREA = 2,930 SFFF=1014.501014.70E/W1014.70E/W1014.70E/W1014.001015.831016.211016.001016.001015.831015.831015.831015.831016.001016.00997.95E/W998.15E/W998.24997.92E/W998.01998.11998.04998.24998.02E/W998.00STADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00SANSANSANSANSANSANSWWWWWVSANSANWW998998998998101599810051000998998 1010998HYD1023101510101005101010051000998 1009101010041000101110111013101410141013U/EU/EU/E102010221015.831015.201006.65B/S1006.59B/S998.03998.27998.001015.25B/S997.91E/W998.18E/W1006.75B/S1006.69B/S1015.19B/S1016.001015.831016.121016.12E/W1016.15E/W1016.38E/W1015.24E/W1015.30E/W1015.40E/W1015.31E/W1016.30E/W1015.201015.20997.91E/W998.00998.03998.00997.90997.78997.72E/W997.90997.78997.72E/W997.90997.78997.72E/W998.03997.90997.78997.72E/W997.90997.78997.72E/W997.90997.78997.72E/W997.90997.78997.72E/W998.00998.00998.03997.81E/W997.69E/W997.63E/W997.90997.81E/W998.00997.80997.91E/W998.00998.03998.00997.81E/W997.69E/W997.63E/W997.90997.81E/W998.00997.70997.60997.60997.60STSTST1016.30E/W1016.38E/W998.18E/WDTRACK SURFACESLOPE VARIES998.07998.04997.95E/W996.75TRACK SURFACESLOPE = 1.50%TRASHENCLOSURE10111012.001012.001012.001012.001012.001012.001012.001012.001010.70E/W4 . 3%1011.45E/W1.8%1.5%0.7%1.4% 1 . 5%3:13:13:1 3:13:1 4 : 1 2.0%4:12.0 % 4:1 OVERFLOWROUTE1.5%1.5%0.5 %0.5%0.5%1.5%997.70E/W1.5%0.7%1. 5% 0 . 7%D997.85E/W998.00E/W1.5%1011.40T/W1011.00/W999.95E/W999.70G1012.70T/W1010.02E/W1000.07E/W1012.40T/W1010.22B/W1013.00T/W999.22E/W999.15E/W998.90G1000.75T/W997.80B/W997.75998.00E/W997.75G1003.25T/W998.07B/WWVPROPOSED PUBLIC STORM10' ELE C T R I C E A S E M E N T 100-YR PONDINGELEV=1013.57100-YR PONDINGELEV=1012.85100-YR PONDINGELEV=1012.85100-YR PONDINGELEV=1013.57100-YR PONDINGELEV=1000.57100-YR PONDINGELEV=997.75100-YR PONDINGELEV=997.05100-YR PONDINGELEV=997.06100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.10100-YR PONDINGELEV=996.65100-YR PONDINGELEV=997.83100-YR PONDINGELEV=996.87100-YR PONDINGELEV=996.88100-YR PONDINGELEV=996.92100-YR PONDINGELEV=996.59100-YR PONDINGELEV=997.85100-YR PONDINGELEV=997.86100-YR PONDINGELEV=997.91100-YR PONDINGELEV=997.91100-YR PONDINGELEV=997.04100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.56100-YR PONDINGELEV=997.10100-YR PONDINGELEV=997.10100-YR PONDINGELEV=997.81100-YR PONDINGELEV=1011.84102010201019 101 8 1017101610151012101510181012PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:39:30 PM C-310STADIUMGRADING PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGG G G G GGGGGGGGGGGGGWWWWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E 10 20 30 40 50 40 30 20 10102030405040302010 W W WFIELD #3FIELD #1FIELD #2FIELD #4PARKST ST ST ST ST STSTSTSTW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"FIELD #8FIELD #5FIELD #6FIELD #7FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14PLAYGROUNDFIELD #12FIELD #20FIELD #19FIELD #17FIELD #15FIELD #16FIELD #24FIELD #18FIELD #22SUNRISE DRFIELD #21FIELD #23FIELD #25DOUGLAS PKWYN 10TH ST N 4TH ST N 6TH ST STSTSTSTST STSTSTWWWWW STST ST STSTSTST DST ST ST ST STST STSTSTSTDST ST ST ST ST ST ST ST STST DST ST STSTD DSTSTSTSTST ST STST ST STSTSTDST ST DDSTSTSTDDDW W W WW W W W WWWWWWW SAN 15" SAN SAN SAN SAN SANSANSANSAN SAN15"SA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN8"SAN 8" SAN 8"SANSAN 24"SAN 24"SAN 15"SSAN8"SAN8"SAN24"SAN24"SSSSSSSAN SAN SSSSSAN 24"SAN 24"SAN24"SSAN24"SSAN24"SAN24"SAN24"SAN24"SSSSSAN8"SAN8"SSSSSANSSSSSSSDSTSTST STST DST STSTSTSTST STST ST STDDDDDST ST STST STDDDDDDDSTSTSTSTSTSTU/EU/EU/E U/E U/E U/EU/EU/EU/EU/EU/E[][][][]SAN 54924 SF1.26 ACOUTLOT "X"LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"212091 SF4.87 ACLOT "A"SSDSANDDSSSANSWSTST DSDU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/E S TD STDPLAYGROUNDDDDDDSANLOT 13242837 SF74.45 ACDDDST ST ST ST ST ST ST ST ST STDD180897 SF4.15 ACLOT "C"135094 SF3.10 ACLOT "B"DDDDDF/OF/OFOF/OWVWVTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETTELEST26"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"TVTVTVTFF=1005.45FF=1002.74IIIIIIIIIIIIIIO/EU/EU/EU/EU/ECATVCATVCATVCATVU/EU/EU/ECATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATVST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"60,000 CU. YD. SOIL STOCKPILE LIMITS:-SEE PHASING PLAN FOR SCHEDULE INFORMATION-SOIL MUST SUITABLE EMBANKMENT MATERIAL PER SUDAS SECTION 2010-MAX 3:1 SIDE SLOPES30,000 CU. YD. SOIL STOCKPILE LIMITS:-SOIL MUST SUITABLE EMBANKMENT MATERIAL PER SUDAS SECTION 2010-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECTDO NOT RESPREAD TOPSOIL OUTSIDE OF THIS DOTTED LINEUNLESS NOTED OTHERWISE:LEAVE EVERYTHING OUTSIDE OF THIS DOTTED LINE 8" LOW AS ITRELATES TO THE PROPOSED CONTOURS SHOWN ON THIS PLAN.2,200 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECT4,000 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECT-LEAVE BREAK IN MIDDLE OF PILE FOR CULVERTEMERGENCY OUTLET12,000 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECT9,000 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECT9,000 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECTRESPREAD 8" TOPSPOIL IN THS AREA.FINAL GRADES IN THIS AREASHALL BE AS THE CONTOURS SHOWAND SHALL NOT BE LEFT LOW.6,000 CU. YD. TOPSOIL STOCKPILE LIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECT3,000 CU. YD. TOPSOIL STOCKPILELIMITS:-MAX 2:1 SIDE SLOPES-ENSURE POSITIVE DRAINAGE & NO PONDING-STAKE STOCKPILE LIMITS-LEAVE PILE AT END OF PROJECTTEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)CONTRACTOR SHALL STAKE WITH LATH EVERY 50' LFPRIOR TO CONSTRUCTION START.TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)CONTRACTOR SHALL STAKE WITH LATH EVERY 50' LFPRIOR TO CONSTRUCTION START.TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)CONTRACTOR SHALL STAKE WITH LATH EVERY 50' LFPRIOR TO CONSTRUCTION START.TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)CONTRACTOR SHALL STAKE WITH LATH EVERY 50' LFPRIOR TO CONSTRUCTION START.DO NOT RESPREAD TOPSOIL OUTSIDE OF THIS DOTTED LINEUNLESS NOTED OTHERWISE:LEAVE EVERYTHING OUTSIDE OF THIS DOTTED LINE 8" LOW AS ITRELATES TO THE PROPOSED CONTOURS SHOWN ON THIS PLAN.DO NOT RESPREAD TOPSOIL OUTSIDE OF THIS DOTTED LINEUNLESS NOTED OTHERWISE:LEAVE EVERYTHING OUTSIDE OF THIS DOTTED LINE 8" LOW AS ITRELATES TO THE PROPOSED CONTOURS SHOWN ON THIS PLAN.DO NOT RESPREAD TOPSOIL OUTSIDE OF THIS DOTTED LINEUNLESS NOTED OTHERWISE:LEAVE EVERYTHING OUTSIDE OF THIS DOTTED LINE 8" LOW AS ITRELATES TO THE PROPOSED CONTOURS SHOWN ON THIS PLAN.DO NOT RESPREAD TOPSOIL OUTSIDE OF THIS DOTTED LINEUNLESS NOTED OTHERWISE:LEAVE EVERYTHING OUTSIDE OF THIS DOTTED LINE 8" LOW AS ITRELATES TO THE PROPOSED CONTOURS SHOWN ON THIS PLAN.TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)FROM THIS POINT NORTH, CONTRACTOR SHALL PLACEORANGE CONSTRUCTION FENCE ON THE TEMPORARYGRADING LIMIT LINE (REMOVE AT END OF PROJECT)TEMPORARY GRADING LIMITSAT NO POINT CONTRACTOR IS ALLOWED TO CROSSTHESE LINES (TYP)FROM THIS POINT SOUTH, CONTRACTOR SHALL PLACEORANGE CONSTRUCTION FENCE ON THE TEMPORARYGRADING LIMIT LINE (REMOVE AT END OF PROJECT)1600 LF -4' ORANGECONSTRUCTION FENCEPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE010050100200M:\LAND PROJECTS 2016\160106\DWG\C3 GRADING.DWG6/12/2018 9:40:30 PM C-311SUPPLEMENTALGRADINGINFORMATIONPLANTOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 6" OF SOIL ON ALL DISTURBED AREAS. STRIPADDITIONAL DEPTH WITHIN THE UPPER 12" OF EXISTING SOIL TO ALLOW FOR 8" OFTOPSOIL RESPREAD IN NON PAVED AREAS OR STOCKPILING AS SHOWN ON THISPLAN SHEET.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREASWHERE SHOWN ON PLAN.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.CONSTRUCTION LIMITS:1.CONSTRUCTION LATH AND ORANGE CONSTRUCTION FENCE SHALL BE REFRESHEDAND REPLACED THROUGHOUT THE PROJECT AS NECESSARY IF IT BECOMESDAMAGED OR REMOVED.2.REMOVE CONSTRUCTION FENCE AT THE END OF THE PROJECT. GGGGGGGG G G G GGGGGGGGGGGGGUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPWWWWU/EU/EU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/E U/E 10 20 30 40 50 40 30 20 10102030405040302010 W W W FIELD #3FIELD #1FIELD #2FIELD #4PARKST ST ST ST ST STSTSTSTW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"FIELD #8FIELD #5FIELD #6FIELD #7FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14PLAYGROUNDFIELD #12FIELD #20FIELD #19FIELD #17FIELD #15FIELD #16FIELD #24FIELD #18FIELD #22SUNRISE DRFIELD #21FIELD #23FIELD #25DOUGLAS PKWYN 10TH ST N 4TH ST N 6TH ST STSTSTSTST STSTSTWWWWW STST ST STSTSTST DST ST ST ST STST STSTSTSTDST ST ST ST ST ST ST ST STST DST ST STSTD DSTSTSTSTST ST STST ST STSTSTDST ST DDSTSTSTDDDW W W WW W W W WWWWWWW SAN 15" SAN SAN SAN SAN SANSANSANSAN SAN15"SA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN8"SAN 8" SAN 8"SANSAN 24"SAN 24"SAN 15"SSAN8"SAN8"SAN24"SSSSSSSAN SAN SSSSSAN 24"SAN 24"SAN24"SSAN24"SSAN24"SAN24"SAN24"SAN24"SSSSSAN8"SAN8"SSSSSANSSSSSSSDSTSTST STST DST STSTSTSTST STST ST STDDDDDST ST STST STDDDDDDDSTSTSTSTSTSTU/EU/EU/E U/E U/E U/EU/EU/EU/EU/EU/E[][][][]SAN 54924 SF1.26 ACOUTLOT "X"LOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"212091 SF4.87 ACLOT "A"SSDSANDDSSSANSWSTST DSDU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/E S TD STDPLAYGROUNDDDDDDSANLOT 13242837 SF74.45 ACDDDST ST ST ST ST ST ST ST ST STDD180897 SF4.15 ACLOT "C"135094 SF3.10 ACLOT "B"DDDDDF/OF/OFOF/OWVWVTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETTELEST26"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"TVTVTVTIIIIIIIIIIIIIIO/EU/EU/EU/EU/ECATVCATVCATVCATVU/EU/EU/ECATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATVST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"SHEET C-401SHEET C-402SHEET C-403SHEET C-405SHEET C-404SHEET C-406SHEET C-409SHEET C-408SHEET C-407PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE010050100200M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:30:06 PM C-400OVERALLUTILITY PLANUTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE, HYDRANT AND A 4" STORZCONNECTION.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.8.ALL RCP FLARED END SECTIONS SHALL HAVE A STANDARD FOOTING, TRASH GUARD AND 3' WIDECLAY WATERSTOP TO MEET SUDAS SW-105. TRASH GUARDS SHALL NOT BE PROVIDED FOR FLAREDEND SECTIONS THAT ARE INTENDED TO BE BELOW THE NORMAL POOL ELEVATION OF THE PONDS.9.ALL STORM SEWER STRUCTURES WITH 'SPECIAL' IN THEIR CALLOUTS MUST BE STRUCTURALLYDESIGNED BY AN IOWA LICENSED STRUCTURAL ENGINEER.10.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.11.GREASE INTERCEPTORS ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUALSIZE. REFER TO PLUMBING PLANS FOR DETAILED DRAWINGS AND SPECIFICATIONS. PLUMBINGPLANS SHALL TIE INTO SANITARY SEWER AT LOCATION AND ELEVATION SHOWN ON SITE PLAN.12.ALL ELECTRICAL CONDUIT CALLED ON ON THE CIVIL UTILITY SHEETS SHALL BE INSTALLED INACCORDANCE WITH PROJECT SPECIFICATION SECTION XXXXX. W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"PLAYGROUNDFIELD #20FIELD #24FIELD #22FIELD #21FIELD #23FIELD #25SAN 24"SAN 24"SAN 24"SAN 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSANITARY MH (BY OTHERS)RIM=1001.50INV(E)=982.56INV(E-DROP)=975.45INV(N,S)=974.38SAN SAN SAN SAN SAN SAN SANITARY MH (BY OTHERS)RIM=1001.70INV(N,S)=973.75SSSAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SANITARY MH (BY OTHERS)RIM=1003.00INV(W)=983.98STST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST DDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDDOUGLAS PKWY12" VALVEWV 237LF 12" PUBLICWATER MAIN12" VALVEWV HYD 6" HYDRANTASSEMBLYHYD 6" HYDRANTASSEMBLYHYD 6" HYDRANTASSEMBLY557LF 12" PUBLICWATER MAINBLOWOFFHYDRANTSTSTPROPOSED PUBLIC WATER MAIN EASEMENT 12"x6" TEE12" VALVEWV 40LF 12" PUBLICWATER MAINABANDON EX 4" WATERMAIN AFTER 12" WATERMAIN PASSES TESTING6"x4" REDUCERCONNECT TO EXWATER MAIN W/4"x4" T.S.&V.15LF 4" PUBLICWATER MAINWVINSTALL 4" EZ VALVE(OR APPROVED EQUAL)ON EXISTING LIVE MAINHYD187LF 15" RCP@ S=1.00%STRUCTURE #501SW-401 MANHOLEW/ FLAT GRATERIM=998.00FL(E)=991.86FL(N)=989.10FL(S)=986.25114LF 15" RCP@ S=1.00%230LF 18" RCP@ S=2.30%133LF 18" RCP@ S=1.00%STRUCTURE #504SW-401 MANHOLEW/ FLAT GRATERIM=996.00FL(W)=992.01FL(S)=991.76STRUCTURE #503SW-401 MANHOLEW/ FLAT GRATERIM=999.00FL(N)=990.53FL(S)=990.43205LF 18" RCP@ S=0.60%STRUCTURE #506SW-401 MANHOLEW/ FLAT GRATERIM=1000.00FL(NW)=994.95FL(E)=994.85STRUCTURE #505SW-401 MANHOLEW/ FLAT GRATERIM=1000.00FL(W)=994.65FL(NE)=994.55168LF 15" RCP@ S=0.40%STRUCTURE #507SW-401 MANHOLEW/ FLAT GRATERIM=1000.00FL(E)=996.0057LF 15" RCP@ S=1.00%STRUCTURE #505ASW-401 MANHOLEW/ FLAT GRATERIM=1002.00FL(SW)=993.98FL(E)=993.8870LF 15" RCP@ S=0.40%STRUCTURE #507ASW-401 MANHOLEW/ SOLID LIDRIM=1002.00FL(W)=995.33FL(SE)=995.2349LF 15" RCP@ S=0.40%STRUCTURE #501X18" FESFL=981.00STRUCTURE #508SW-401 MANHOLEW/ FLAT GRATERIM=993.00FL(S)=986.2596LF 15" RCP@ S=5.50%STRUCTURE #508X15" FESFL=981.00STRUCTURE #50918" FESFL(S)=995.50STRUCTURE #509X18" FESFL=995.0080LF 18" RCP@ S=0.60%PROPOSED 10' PUEF/OF/OFOEX FLOWLINE OF PIPEFL=1008.70EX FLOWLINE OF PIPEFL=1008.95WVWVN 10TH STREET(CONCRETE SURFACE - PUBLIC STREET)EX WATER LINELOCATION PER MAP55' PUBLIC HIGHWAYEASEMENTBK 513 PG 109EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 159TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETELE 15" ST40' PUBLIC HIGHWAYEASEMENTBK 513 PG 109W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"4" W 4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"(CITY OF WAUKEE WATER - SURVEYED LOCATION)(CITY OF WAUKEE WATER - SURVEYED LOCATION)EX 12" CMPFL=1003.13TVTVTVTIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ECATVCATVU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:30:19 PM C-401UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" N 10TH ST STSTST ST ST ST ST ST ST ST ST ST ST ST DSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTST ST ST ST ST ST ST ST STSTSTST ST STSTSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST DSTSTSTSTSTDDDW W W W W W W W W W WHYD724LF 8" WATER8"x8" CROSS412LF 8" WATERW W 8" 45° BENDW6" HYDRANT ASSEMBLYW/ 57LF 6" LEADSAN 15"SAN 15"SAN 15"SAN 15" SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W SAN15"SAN15"SAN15"SANSANSAN 24"SAN 24"SAN 24"SAN 24" SAN 15"SAN 15"SAN 15"SAN 15"SAN 15"SSANITARY MH(BY OTHERS)RIM=1006.10INV(W)=977.19INV(N)=977.09SSANITARY MH(BY OTHERS)RIM=1007.10INV(S)=974.84INV(N)=973.00INV(E)=972.90SSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SANITARY MH (BY OTHERS)RIM=996.60INV(E,W)=972.24SSANITARY MH (BY OTHERS)RIM=994.80INV(S)=977.40INV(S-DROP)=972.67INV(E,W)=971.60SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"S5LF 8" SANITARY @S=1.00% (BY OTHERS)SAN24"SAN24"CONNECT TO EX STUB (RE-ALIGNEX STUB AS NECESSARY)INV=977.45±SSTRUCTURE #901SW-301 MANHOLERIM=999.25INV(S)=980.43INV(N)=980.33288LF 8" SANITARY@ S=1.00%330LF 8" SANITARY@ S=1.00%SSTRUCTURE #902SW-301 MANHOLE W/SW-307 DROP CONNECTIONRIM=1009.25INV(E)=999.67INV(E-DROP)=985.50INV(S)=983.83INV(N)=983.73STRUCTURE #903SW-301 MANHOLERIM=1011.15INV(E)=986.00INV(S)=985.85INV(N)=985.75S192LF 8" SANITARY@ S=1.00%CONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALLPROTECT EX MANHOLE& REPAIR PER CITYSPECS IF DAMAGEDDDDU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E[][][][][][][][][][][][]PROPOSED PUBLIC SANITARY SEWER EASEMENT 212091 SF 4.87 AC LOT "A"SEE SHEET C-410SANSAN60LF 8" WATER 8" 45° BEND 8" 45° BENDSEE SHEET C-403 W196LF 8" WATER57LF 8" WATER6" HYDRANTASSEMBLYHYD PROPOSED PUBLIC WATER MAIN EASEMENT PROPOSED PUBLIC WATER MAIN EASEMENT SSAN15"94LF 8" WATERHYD6" HYDRANTASSEMBLY W/35LF LEAD6" HYDRANTASSEMBLY W/35LF LEADWVWV 8" VALVE12"x8" CROSS12" VALVE517LF 12" PUBLICWATER MAINHYD409LF 12" PUBLICWATER MAIN150' HYDRANTRADIUS, TYPWVWVWV 8" VALVE8" VALVEW V 8" VALVEDHYD 6" HYDRANTASSEMBLY6" HYDRANTASSEMBLYHYD 6" HYDRANTASSEMBLYBOTTOM FUTURE BOX = 986.00±TOP WATER MAIN = 982.0012" VALVEWV DW12"W12"81LF 12" PUBLICWATER MAIN12" 45° BEND*CRITICAL CROSSING*BOTTOM WATER = 986.30TOP SANITARY = 974.6012" 45° BEND12" 45° BEND36LF 12" PUBLICWATER MAIN81LF 12" PUBLICWATER MAIN12" 45° BEND*CRITICAL CROSSING*BOTTOM WATER = 993.30TOP STORM = 990.50*CRITICAL CROSSING*BOTTOM WATER = 998.30TOP SANITARY = 975.00*CRITICAL CROSSING*BOTTOM WATER = 1000.80TOP SANITARY = 974.75*CRITICAL CROSSING*BOTTOM STORM = 988.00TOP SANITARY = 975.15APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)ABANDON EX 4" WATERMAIN AFTER 12" WATERMAIN PASSES TESTINGTRASHENCLOSUREWVHYDW8"W8"W8"REMOVE BLOWOFFHYDRANT & CONNECT TO 8"WATER MAIN INSTALLED BYOTHERS W/ 45° BENDFIELD VERIFY LOCATION8" WATER MAIN(BY OTHERS)8" VALVE(BY OTHERS)72LF 8" PUBLICWATER MAIN8" 45° BEND*CRITICAL CROSSING*TOP SANITARY = 981.00±FIELD VERIFY ELECTRIC & TELEPHONEWATER SHALL BE 5.5' MIN COVER(FIELD VERIFY W/ GRADING BY OTHERS)115LF 8" PUBLIC WATERMAIN INCL. 40LFDIRECTIONAL BORE*CRITICAL CROSSING*FIELD VERIFY TELE & FIBER8" VALVEWV123LF 15" RCP@ S=1.00%STRUCTURE #104SW-505 INTAKET/C=1004.35FL(E)=999.67133LF 24" RCP@ S=4.00%162LF 15" RCP@ S=0.40%STRUCTURE #101X24" FESFL=981.00STRUCTURE #103SW-502 INTAKET/C=1004.35FL(E,W)=999.16FL(S)=998.66FL(N)=998.56STRUCTURE #10172" SW-502 INTAKEW/ BMP SNOUT(SEE DETAIL 18/C-501)T/C=1000.00FL(W)=994.94FL(S)=994.44FL(N)=986.25SUMP=980.2583LF 24" RCP@ S=0.60%STRUCTURE #102SW-505 INTAKET/C=1001.50FL(E)=996.17STRUCTURE #105SW-505 INTAKET/C=1004.75FL(W)=999.81229LF 24" RCP @ S=1.80%STRUCTURE #107SW-502 INTAKET/C=1008.50FL(E)=1003.71FL(W)=1003.36FL(N)=1003.11127LF 15" RCP@ S=0.40%98LF 15" RCP@ S=1.00%215LF 24" RCP@ S=1.80%199LF 24" RCP@ S=0.40%100LF 18" N-12@ S=0.60%STRUCTURE #106SW-501 INTAKET/C=1008.50FL(S)=1002.61FL(N)=1002.51STRUCTURE #109SW-503 INTAKET/C=1010.35FL(S)=1004.21FL(E)=1003.96152LF 24" RCP@ S=0.40%STRUCTURE #110SW-401 MANHOLEW/ FLAT GRATERIM=1012.00FL(S)=1005.11FL(N)=1005.01STRUCTURE #108SW-501 INTAKET/C=1010.00FL(W)=1004.69STRUCTURE #131X30" FESFL=980.00STRUCTURE #132SW-505 INTAKET/C=998.50FL(E)=993.6533LF 15" RCP@ S=1.00%STRUCTURE #131SW-505 INTAKEW/ BMP SNOUT(SEE DETAIL 18/C-501)T/C=998.50FL(W)=993.32FL(S)=992.42FL(N)=992.32154LF 30" RCP@ S=4.00%223LF 30" RCP@ S=2.60%STRUCTURE #133SW-505 INTAKET/C=1005.50FL(E)=999.25FL(S)=998.32FL(N)=998.22203LF 30" RCP@ S=0.60%STRUCTURE #135SW-505 INTAKET/C=1006.75FL(S)=999.64FL(N)=999.54STRUCTURE #136SW-503 INTAKET/C=1006.75FL(SW,SE)=1000.25FL(N)=1000.0090LF 30" RCP@ S=0.40%33LF 24" RCP@ S=1.00%STRUCTURE #137SW-506 INTAKET/C=1006.50FL(E,S)=1000.83FL(NW)=1000.58152LF 15" RCP@ S=2.40%STRUCTURE #150A24" NYLOPLAST BASINW/ SOLID LIDRIM=1010.00FL(S)=1004.62FL(N)=1004.5234LF 18" RCP@ S=1.60%STRUCTURE #138SW-503 INTAKET/C=1007.20FL(S)=1001.06FL(W)=1000.8162LF 15" N-12@ S=1.40%STRUCTURE #13924" NYLOPLAST BASINW/ FLAT GRATERIM=1012.00FL(S)=1004.22FL(N)=1004.12STRUCTURE #14018" NYLOPLAST BASINW/ FLAT GRATERIM=1011.75FL(S)=1005.19FL(N)=1005.09170LF 15" RCP@ S=1.80%243LF 15" N-12@ S=3.60%117LF 15" N-12@ S=1.00%108LF 42" RCP@ S=0.36%STRUCTURE #200BSW-401 MANHOLERIM=1008.00FL(SE)=988.99FL(N)=988.89STRUCTURE #200X42" FESFL=979.00309LF 42" RCP@ S=0.40%STRUCTURE #200CSW-401 MANHOLERIM=1010.50FL(S)=987.65FL(N)=987.55300LF 42" RCP@ S=0.40%STRUCTURE #200DSW-401 MANHOLERIM=1003.80FL(S)=986.35FL(N)=986.25160LF 42" RCP@ S=4.50%CONCRETE COLLARCONNECTION TO EXSTORM SEWERFL=989.24106LF 30" RCP@ S=2.60%STRUCTURE #100SW-401 MANHOLERIM=995.00FL(W)=986.50FL(NE)=986.25STRUCTURE #100X30" FESFL=981.00114LF 30" RCP@ S=4.60%CAP ENDFL=1010.82CAP ENDFL=1010.41CAP ENDFL=1011.22CAP ENDFL=1011.62CAP ENDFL=1011.62CAP ENDFL=1011.22CAP ENDFL=1010.82CAP ENDFL=1010.41STRUCTURE #131A96" SW-401 MANHOLEW/ BMP SNOUT(SEE DETAIL 18/C-501)RIM=998.60FL(S)=992.13FL(N)=986.25SUMP=978.7519LF 30" RCP@ S=1.00%APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)*CRITICAL CROSSING*BOTTOM WATER = 1003.08TOP STORM = 992.17*CRITICAL CROSSING*BOTTOM WATER = 1000.51TOP STORM = 992.97*CRITICAL CROSSING*BOTTOM STORM = 1002.04TOP WATER = 1000.44*CRITICAL CROSSING*BOTTOM STORM = 989.32TOP SAN = 974.10*CRITICAL CROSSING*BOTTOM STORM = 984.46TOP SAN = 974.44*CRITICAL CROSSING*BOTTOM STORM = 983.32TOP SAN = 973.92*CRITICAL CROSSING*BOTTOM SAN = 999.90TOP STORM = 992.65*CRITICAL CROSSING*BOTTOM WATER = 1002.56TOP SAN = 983.40*CRITICAL CROSSING*BOTTOM STORM = 1002.34TOP WATER = 1000.74*CRITICAL CROSSING*BOTTOM E/W STORM = 1002.15TOP N/S STORM = 992.70*CRITICAL CROSSING*BOTTOM STORM = 1001.80TOP SAN = 984.70*CRITICAL CROSSING*BOTTOM WATER = 1003.70TOP SAN = 1000.7048" FIBERGLASS SWEEPTERMINATE CONDUITABOVE GROUND968 LF 4" HDPE CONDUIT792 LF 4" HDPE CONDUIT48" FIBERGLASSSWEEP*CRITICAL CROSSING*TOP SANITARY = 978.90±BOTTOM WATER = 1001.30*CRITICAL CROSSING*BOTTOM STORM = 999.20TOP WATER = 997.60*CRITICAL CROSSING*BOTTOM STORM = 1006.15TOP STORM = 1004.40PROPOSED PRIVATE STORM SEWER EASEMENT PROP O S E D P R I V A T E S T O R M SEW E R E A S E M E N T PROPOSED PRIVATE STORM SEWER EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT EX FLOWLINE OF PIPEFL=994.95EX FLOWLINE OF PIPEFL=995.12EX 24" FESFL=995.01EX FLOWLINE OF PIPEFL=994.39EX FLOWLINE OF PIPEFL=992.65EX FLOWLINE OF PIPEFL=992.53EX FLOWLINE OF PIPEFL=992.82OVAL 4.8X7EX FLOWLINE OF PIPEFL=992.96OVAL 4.8X7II IITELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELEST60"ST60"CP #9105CP #9106T15" ST ST26"ST26"ST26"ST24"EASEMENT CONVEYED TOIOWA POWER & LIGHT COMPANYMAY 3, 1972BK 505 PG 15955' PUBLIC HIGHWAYEASEMENTBK 513 PG 10955' PUBLIC HIGHWAYEASEMENTBK 500 PG 540W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4" W4" (CITY OF WAUKEE WATER - SURVEYED LOCATION) (CITY OF WAUKEE WATER - SURVEYED LOCATION)FF=1005.45FF=1002.74IIIIIIO/EO/ECATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVCATVCATVPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:30:33 PM C-402UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" ST ST ST STST STST ST ST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTDST ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST STSTSTSAN SAN INV(N)=985.75[][][][][][][][][][][][]COCOCOSTADIUM RESTROOM BUILDING AREA = 2,930 SF FF=1014.50SUNRISE DR6" HYDRANTASSEMBLYPROPOSED PUBLIC WATER MAIN EASEMENTHYDW8"W8"W8"REMOVE BLOWOFFHYDRANT & CONNECTTO 12" WATER MAININSTALLED BY OTHERSFIELD VERIFY LOCATIONEX CONNECTION TO EX 4" WATER MAINCONTRACTOR TO REMOVE THISCONNECTION AFTER NEW 12" WATERMAIN IS ACTIVE AND EX 4" WATER MAINIS ABANDONNED12" WATER MAIN(BY OTHERS)8" WATER MAIN(BY OTHERS)TENNIS COURT STORAGE BUILDINGAREA = 144 SFFF=1015.10WV 12" VALVE517LF 12" PUBLICWATER MAINHYD6" HYDRANT ASSEMBLYHYD6" HYDRANTASSEMBLYHYD6" HYDRANTASSEMBLYU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EDABANDON EX 4" WATERMAIN AFTER 12" WATERMAIN PASSES TESTINGST STRUCTURE #12912" NYLOPLAST BASINW/ FLAT GRATERIM=1015.50FL(W)=1010.50100LF 8" N-12@ S=0.40%100LF 8" N-12@ S=0.40%73LF 10" N-12@ S=0.40%100LF 8" N-12@ S=0.40%57LF 10" N-12@ S=0.40%STRUCTURE #12812" NYLOPLAST BASINW/ FLAT GRATERIM=1015.50FL(E)=1010.10FL(W)=1010.00STRUCTURE #12712" NYLOPLAST BASINW/ FLAT GRATERIM=1015.50FL(E)=1009.60FL(W)=1009.50100LF 18" N-12@ S=0.60%FL(S)=1005.11FL(N)=1005.01112LF 8" N-12@ S=0.40%STRUCTURE #112SW-401 MANHOLEW/ FLAT GRATERIM=1012.00FL(E)=1007.78FL(S)=1006.31FL(N)=1006.21100LF 18" N-12@ S=0.40%STRUCTURE #11124" NYLOPLAST BASINW/ FLAT GRATERIM=1012.00FL(S)=1005.81FL(N)=1005.71STRUCTURE #11518" NYLOPLAST BASINW/ FLAT GRATERIM=1014.50FL(S)=1006.66FL(N)=1006.56167LF 8" N-12@ S=0.40%STRUCTURE #11412" NYLOPLAST BASINW/ FLAT GRATERIM=1013.00FL(N)=1009.91FL(E)=1009.10FL(W)=1009.00STRUCTURE #11312" NYLOPLAST BASINW/ FLAT GRATERIM=1013.00FL(N)=1009.91FL(E)=1008.33FL(W)=1008.23STRUCTURE #11615" NYLOPLAST BASINW/ FLAT GRATERIM=1014.50FL(S)=1007.36FL(N)=1007.2681LF 8" N-12@ S=0.40%63LF 15" N-12@ S=0.40%150LF 15" N-12@ S=0.40%50LF 10" N-12@ S=0.40%50LF 10" N-12@ S=0.40%48LF 15" N-12@ S=0.40%STRUCTURE #117A24" NYLOPLAST BASINW/ SOLID LIDRIM=1016.00FL(E)=1008.00FL(S)=1007.65FL(N)=1007.5550LF 8" N-12@ S=0.40%50LF 12" N-12@ S=0.40%50LF 8" N-12@ S=0.40%50LF 10" N-12@ S=0.40%50LF 8" N-12@ S=0.40%STRUCTURE #11715" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1008.30FL(W)=1008.20STRUCTURE #12624" NYLOPLAST BASINW/ SOLID LIDRIM=1015.50FL(E)=1009.10FL(W)=1009.00STRUCTURE #11812" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1008.60FL(W)=1008.50STRUCTURE #12412" NYLOPLAST BASINW/ SOLID LIDRIM=1015.50FL(S)=1007.98FL(N)=1007.88150LF 10" N-12@ S=0.40%STRUCTURE #12512" NYLOPLAST BASINW/ SOLID LIDRIM=1015.50FL(S)=1008.68FL(N)=1008.58SOCCER FIELD #12" SUBDRAIN TOTALLENGTH = 4,900LF(SEE DETAIL 20/C-503)STRUCTURE #12012" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1009.20FL(W)=1009.10STRUCTURE #12112" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1009.50FL(W)=1009.40STRUCTURE #11912" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1008.90FL(W)=1008.80SOCCER FIELD #22" SUBDRAIN TOTALLENGTH = 4,840LF(SEE DETAIL 20/C-503)STRUCTURE #12312" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(W)=1010.00FOOTBALL FIELD #22" SUBDRAIN TOTALLENGTH = 3500LF(SEE DETAIL 20/C-503)FOOTBALL FIELD #12" SUBDRAIN TOTALLENGTH = 3790LF(SEE DETAIL 20/C-503)STRUCTURE #12212" NYLOPLAST BASINW/ SOLID LIDRIM=1015.00FL(E)=1009.80FL(W)=1009.7075LF 15" N-12@ S=0.80%RIM=1011.75FL(S)=1005.19FL(N)=1005.09STRUCTURE #14118" NYLOPLAST BASINW/ FLAT GRATERIM=1011.75FL(S)=1005.89FL(N)=1005.7975LF 15" N-12@ S=0.40%STRUCTURE #14218" NYLOPLAST BASINW/ FLAT GRATERIM=1011.75FL(S)=1006.29FL(N)=1006.1975LF 12" N-12@ S=0.40%STRUCTURE #14315" NYLOPLAST BASINW/ FLAT GRATERIM=1011.75FL(S)=1006.69FL(N)=1006.59112LF 10" N-12@ S=2.00%STRUCTURE #14424" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1009.12FL(N)=1009.0275LF 10" N-12@ S=0.40%STRUCTURE #14512" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1009.52FL(N)=1009.4275LF 10" N-12@ S=0.40%STRUCTURE #14612" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1009.92FL(N)=1009.8275LF 8" N-12@ S=0.40%STRUCTURE #14712" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1010.32FL(N)=1010.2275LF 8" N-12@ S=0.40%STRUCTURE #14812" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1010.72FL(N)=1010.6268LF 8" N-12@ S=0.40%STRUCTURE #14912" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(N)=1011.00128LF 15" N-12@ S=0.80%STRUCTURE #15412" NYLOPLAST BASINW/ FLAT GRATERIM=1012.00FL(E)=1008.52131LF 8" N-12@ S=0.40%STRUCTURE #15324" NYLOPLAST BASINW/ FLAT GRATERIM=1012.00FL(W)=1008.00FL(S)=1007.71FL(N)=1007.61170LF 12" N-12@ S=0.40%STRUCTURE #15724" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1009.26FL(N)=1009.1693LF 8" N-12@ S=0.40%STRUCTURE #15924" NYLOPLAST BASINW/ FLAT GRATERIM=1014.00FL(E)=1009.96FL(NW)=1009.8655LF 8" N-12@ S=0.40%STRUCTURE #15018" NYLOPLAST BASINW/ FLAT GRATERIM=1011.00FL(S)=1005.89FL(N)=1005.79STRUCTURE #15124" NYLOPLAST BASINW/ FLAT GRATERIM=1012.20FL(E)=1007.13FL(S)=1007.01FL(N)=1006.91STRUCTURE #15215" NYLOPLAST BASINW/ FLAT GRATERIM=1012.20FL(S)=1007.35FL(N)=1007.25STRUCTURE #15624" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S)=1008.88FL(N)=1008.78STRUCTURE #15824" NYLOPLAST BASINW/ FLAT GRATERIM=1015.00FL(S,SW)=1009.64FL(N)=1009.54STRUCTURE #16324" NYLOPLAST BASINW/ FLAT GRATERIM=1013.50FL(S)=1008.94FL(W)=1008.69STRUCTURE #16412" NYLOPLAST BASINW/ FLAT GRATERIM=1012.75FL(S)=1009.23FL(N)=1009.13STRUCTURE #16512" NYLOPLAST BASINW/ FLAT GRATERIM=1012.75FL(S)=1009.69FL(N)=1009.59STRUCTURE #16612" NYLOPLAST BASINW/ FLAT GRATERIM=1013.50FL(N)=1010.0070LF 12" N-12@ S=0.40%70LF 12" N-12@ S=0.40%66LF 12" N-12@ S=0.40%61LF 12" N-12@ S=0.40%52LF 10" N-12@ S=1.00%73LF 10" N-12@ S=0.40%90LF 8" N-12@ S=0.40%77LF 8" N-12@ S=0.40%254LF 6"SUBDRAIN@ S=0.40%263LF 6"SUBDRAIN@ S=0.50%262LF 6"SUBDRAIN@ S=0.50%262LF 6"SUBDRAIN@ S=0.50%6" INSERTA-TEEFL(N)=1009.516" INSERTA-TEEFL(N)=1010.316" INSERTA-TEEFL(N)=1010.31262LF 6"SUBDRAIN@ S=0.50%263LF 6"SUBDRAIN@ S=0.50%260LF 6"SUBDRAIN@ S=0.50%249LF 6"SUBDRAIN@ S=0.50%6" INSERTA-TEEFL(N)=1009.526" INSERTA-TEEFL(N)=1009.166" INSERTA-TEEFL(N)=1010.43153LF 6" SUBDRAIN@ S=0.50%CAP ENDFL=1011.20SEE SHEET C-41072LF 12" N-12@ S=0.40%STRUCTURE #15524" NYLOPLAST BASINW/ FLAT GRATERIM=1013.00FL(S)=1008.00FL(N)=1008.10STRUCTURE #114A12" NYLOPLAST BASINW/ FLAT GRATERIM=1012.60FL(N,W)=1009.42CONTRACTOR SHALL FIELD VERIFYLOCATION, SIZE, AND ELEVATION PRIOR TOORDERING STRUCTURES TO DETERMINE IFCONNECTION CAN BE MADE AS SHOWNCONTACT ENGINEER PRIOR TO PROCEEDINGIF CONNECTION CANNOT BE MADE AS SHOWNCONNECT TO EX FIELDDRAIN & EXTEND W/APPROX 75LF N-12 @S=0.40% MIN (MATCH EXFIELD DRAIN SIZE)TERMINATE CONDUITABOVE GROUNDPROPOSED 10' PUEEX 15" RCPFL=1020.27EX 15" RCPFL=1019.54F/OEX FLOWLINE OF PIPEFL=1012.62EX FLOWLINE OF PIPEFL=1011.52N 10TH STREET (CONCRETE SURFACE - PUBLIC STREET) TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE15" ST 15" ST 55' PUBLIC HIGHWAYEASEMENTBK 500 PG 540ST 6" W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4" (CITY OF WAUKEE WATER - SURVEYED LOCATION)U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV F/OPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:30:47 PM C-403UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX PARKPLAYGROUNDFIELD #20FIELD #19FIELD #17FIELD #18FIELD #21DOUGLAS PKWYSANITARY MH (BY OTHERS)RIM=993.80INV(S)=985.30INV(S-DROP)=971.86INV(E,W)=970.79ST STSTS5LF 8" SANITARY @S=1.50% (BY OTHERS)SANITARY MH (BY OTHERS)RIM=993.90INV(E,W)=970.42ST ST STSTSTSTST ST ST ST ST ST ST ST STSTSTST ST ST ST ST STDDSTSTSTSTSTSTSTSTST ST ST CONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDLOT 22882123 SF66.16 AC245237 SF5.63 ACLOT "D"MPE = 996.00ST STSTSTST ST ST STDSTPLAYGROUNDD ST ST ST ST PROPOSED STORMSEWER EASEMENTSTRUCTURE #171X18" FESFL=981.00STRUCTURE #241X18" FESFL=981.00114LF 15" RCP@ S=1.00%230LF 18" RCP@ S=2.30%STRUCTURE #502SW-401 MANHOLEW/ FLAT GRATERIM=998.00FL(W)=993.00STRUCTURE #512SW-401, 84" MANHOLEW/ FLAT GRATERIM=997.00FL(N)=988.13FL(S)=988.03STRUCTURE #511SW-401, 84" MANHOLEW/ FLAT GRATERIM=998.00FL(N)=987.55FL(S)=987.45STRUCTURE #511X42" FESFL=979.00STRUCTURE #501X18" FESFL=981.00STRUCTURE #511ASW-401, 72" MANHOLERIM=996.00FL(N)=986.35FL(S)=986.25113LF 42" RCP@ S=6.40%366LF 42" RCP@ S=0.30%161LF 42" RCP@ S=0.30%STRUCTURE #517SW-401 MANHOLEW/ FLAT GRATERIM=992.00FL(W)=987.27STRUCTURE #515SW-401 MANHOLERIM=992.00FL(N)=986.35FL(S)=986.25114LF 24" RCP@ S=5.50%STRUCTURE #515X24" FESFL=980.00106LF 24" RCP@ S=0.40%STRUCTURE #518SW-401, 60" MANHOLERIM=992.50FL(N)=986.35FL(S)=986.25STRUCTURE #518X24" FESFL=981.00105LF 24" RCP@ S=6.00%STRUCTURE #519SW-401 MANHOLEW/ FLAT GRATERIM=991.00FL(W)=987.2290LF 24" RCP@ S=0.40%STRUCTURE #524SW-401 MANHOLEW/ FLAT GRATERIM=993.25FL(N)=987.61FL(S)=987.51STRUCTURE #525ASW-401 MANHOLEW/ FLAT GRATERIM=995.50FL(NE)=988.19FL(S)=988.09STRUCTURE #525SW-401 MANHOLEW/ FLAT GRATERIM=992.00FL(E)=988.58FL(SW)=988.48STRUCTURE #521SW-401 MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.25STRUCTURE #521X18" FESFL=981.00119LF 18" RCP@ S=5.60%149LF 18" RCP@ S=0.40%160LF 15" RCP@ S=0.30%98LF 15" RCP@ S=0.30%50LF 42" RCP@ S=1.00%STRUCTURE #516SW-401, 60" MANHOLEW/ FLAT GRATERIM=993.50FL(N)=986.87FL(S)=986.7799LF 24" RCP@ S=0.40%STRUCTURE #519ASW-401, 60" MANHOLERIM=994.25FL(N)=986.86FL(S)=986.76103LF 24" RCP@ S=0.40%STRUCTURE #522ASW-401 MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.2555LF 18" RCP@ S=0.40%STRUCTURE #522SW-401, 60" MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.2555LF 18" RCP@ S=0.40%STRUCTURE #51342" FESFL(S)=988.63FUTURE EXTENSIONBY OTHERSPROPOSED 10' PUEPROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENT66LF 15" RCP@ S=1.76%W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"WPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:31:00 PM C-404UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGG GGGGGGGGGGGG GGG G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPWWWU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U / E U / E U / E U / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E ST STGREENHOUSE(BID ALTERNATIVE)SANITARY MH (BY OTHERS)RIM=993.80INV(S)=985.30INV(S-DROP)=971.86INV(E,W)=970.79STRUCTURE #913SW-301 MANHOLERIM=1002.55INV(SE)=995.44INV(N)=995.34STSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST ST ST ST ST ST ST STSTSTSTST ST ST ST ST ST STSTSTSTSTSTDST STSTSTSTSTST ST ST STDSTSTSTSTSTSTSTSTSTSTSTST STSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTDDDW W WWWWWWW W W W W W W W W W W W W W W W HYD HYD HYD HYD HYD WWWWWWWWWWHYD WWWWWWWWWWWWWWWWWWW8"x8" TEE52LF 8" WATER177LF 8" WATER233LF 8"WATER22.5° 8" BEND230LF 8" WATER2-8" 45° BENDS8" 22.5° BEND &8" 11.25° BEND6" HYDRANTASSEMBLY8"x8" TEE416LF 8" WATER272LF 8" WATER6" HYDRANTASSEMBLY W/13LF 6" LEAD6" HYDRANTASSEMBLY W/12LF LEAD8"x8" CROSSW W W W W W278LF 8" WATER 8" 45° BENDW6" HYDRANT ASSEMBLYW/ 57LF 6" LEAD109LF 8" WATER 8" 11.25° BEND6" HYDRANTASSEMBLY185LF 8" WATER8" 22.5° BEND &8" 11.25° BEND265LF 8" WATERSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSAN SANW SANSANSAN24"SANSANSANSANSANSS5LF 8" SANITARY @S=1.00% (BY OTHERS)S5LF 8" SANITARY @S=1.50% (BY OTHERS)SSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SANITARY MH (BY OTHERS)RIM=993.90INV(S)=981.00INV(S-DROP)=970.83INV(E,W)=969.76SAN24"SAN24"SAN24"SANITARY MH (BY OTHERS)RIM=993.90INV(E,W)=970.42SSSANSANSANCONNECT TO EX STUB (RE-ALIGNEX STUB AS NECESSARY)INV=985.38±182LF 8" SANITARY@ S=3.00%STRUCTURE #910SW-301 MANHOLERIM=998.00INV(E,W,S)=991.40INV(N)=990.8418LF 8" SANITARY@ S=3.33%INV=992.00(REF PLUMB)INV=992.00(REF PLUMB)23LF 8" SANITARY@ S=2.60%SSS135LF 8" SANITARY@ S=1.00%STRUCTURE #911SW-301 MANHOLERIM=1000.50INV(W)=984.65INV(S)=983.85INV(N)=983.75CONNECT TO EX STUB(RE-ALIGN EX STUB ASNECESSARY)INV=981.05±196LF 8" SANITARY@ S=2.60%STRUCTURE #921SW-301 MANHOLERIM=1001.00INV(NW)=991.50INV(W)=989.85INV(E)=989.7536LF 8" SANITARY@ S=5.50%INV=993.50(REF PLUMB)S123LF 8" SANITARY@ S=7.40%INV=1003.00(REF PLUMB)SSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T STSTSTSTSTCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDWWWW8" 22.5° BEND &8" 11.25° BEND 8" 11.25° BEND114LF 8" WATERDINV=992.00(REF PLUMB)30LF 8" SANITARY@ S=2.00%WU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EPROPOSED PUBLIC SAN ITARYSEWER EASEMENTCOCOCOCOCOSTADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00WAUKEE HIGH SCHOOL #2MAIN FLOOR = 1013.00BASEMENT FLOOR = 998.00SEE SHEET C-410163LF 4" SANITARY@ S=1.00%SANSANSANINV=1007.00(REF PLUMB)5LF 4" SANITARY@ S=1.00%4" BENDINV=1005.324" TEEINV=1004.804" BENDINV=1001.348"x6" REDUCER6"x6" TEE167LF 4" SANITARY@ S=1.00%9LF 6" WATER, 6"VALVE, 11LF 6" FIREW/ 6"-90° BEND(REF PLUMB FORCONTINUATION)60LF 8" WATERWATER SERVICETO GREENHOUSE(REF PLUMB) 8" 45° BEND 8" 45° BENDDTRANSFORMER PAD W/ MOAT(SEE DETAIL 20/C-501)2- 5,000 GAL. GREASE TRAPS(REF PLUMBING)INV(IN)=990.23INV(OUT)=989.90*CRITICAL CROSSING*TOP STORM = 994.25BOTTOM SAN = 995.108"x8" TEE1,000 GALLON GREASE TRAP(REF PLUMBING)INV(IN)=1004.75INV(OUT)=1004.58SANSANSANSAN52LF 4" SANITARY@ S=1.00%SWWW138LF 8" WATER108LF 4" SANITARY@ S=3.00%164LF 8" WATERSANSANW4" BENDSINV=1006.9538LF 4" SANITARY@ S=5.80%5LF 4" SANITARY@ S=1.00%WTRANSFORMER PAD W/ MOAT(SEE DETAIL 20/C-501)TRANSFORMER PAD W/ MOAT(SEE DETAIL 20/C-501)HYD MPE = 997.00W W W 8" 11.25° BEND58LF 8" WATER 8" 11.25° BEND94LF 8" WATER150' HYDRANTRADIUS, TYP150' HYDRANTRADIUS, TYPWVWVWV 8" VALVE8" VALVEWVWV8" VALVEWVWV8" VALVEWVWV8" VALVE6" HYDRANTASSEMBLYWVWV 8" VALVEWV 8" VALVEWVWV 8" VALVE*CRITICAL CROSSING*BOTTOM STORM = 1000.95TOP WATER = 999.35*CRITICAL CROSSING*TOP STORM = 994.25BOTTOM STORM = 1004.05SANSANSANSANINV=991.00(REF PLUMB)SAN 77LF 8" SANITARY@ S=1.00% W/ 90° BENDAPPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)GAS SERVICE TOGREENHOUSEAPPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)GAS METER LOCATIONFIRE DEPARTMENTCONNECTIONGAS METER LOCATIONLOT 13242837 SF74.45 ACSTRUCTURE #266MODIFIED SW-506 INTAKET/C=1006.50FL(S)=1001.17FL(SW)=1000.87FL(NE)=1000.77207LF 24" RCP@ S=1.20%STRUCTURE #261MODIFIED SW-506 INTAKET/C=1005.50FL(NW)=999.80FL(SW)=999.60FL(E)=999.20STRUCTURE #267SW-502 INTAKET/C=1009.20FL(W)=1003.95FL(SW)=1003.75FL(NE)=1003.35188LF 24" RCP@ S=1.20%65LF 30" RCP@ S=1.80%STRUCTURE #167SW-401 MANHOLEW/ FLAT GRATET/C=1009.00FL(NE)=1004.20FL(SW)=1003.95STRUCTURE #171SW-401 MANHOLE W/ FLAT GRATERIM=997.00FL(S)=990.30FL(N)=990.00100LF 15" N-12@ S=0.80%STRUCTURE #17218" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(S)=991.20FL(N)=991.1060LF 15" N-12@ S=0.80%STRUCTURE #17318" NYLOPLAST BASINW/ FLAT GRATERIM=997.50FL(SE)=991.78FL(N)=991.6849LF 15" N-12@ S=1.00%STRUCTURE #17418" NYLOPLAST BASINW/ FLAT GRATERIM=997.50FL(E)=992.56FL(NW)=992.2748LF 15" N-12@ S=3.00%ROOF DRAIN CONNECTION(SEE DETAIL 19/C-501)FL=1008.00 (REF PLUMB)312LF 15" RCP@ S=1.00%108LF 42" RCP@ S=0.36%206LF 18" RCP@ S=4.40%STRUCTURE #200X42" FESFL=979.00160LF 42" RCP@ S=4.50%STRUCTURE #241SW-401 MANHOLE W/ FLAT GRATERIM=993.00FL(S,NW)=986.50FL(N)=986.25STRUCTURE #24224" NYLOPLAST BASINW/ FLAT GRATERIM=994.00FL(SE)=989.12140LF 18" RCP@ S=3.75%164LF 15" N-12@ S=1.60%134LF 15" N-12@ S=3.20%126LF 15" N-12@ S=1.00%82LF 15" N-12@ S=1.00%STRUCTURE #24624" NYLOPLAST BASINW/ FLAT GRATERIM=997.50FL(S)=993.67FL(E)=993.42STRUCTURE #24524" NYLOPLAST BASINW/ FLAT GRATERIM=997.50FL(E,W)=992.60FL(N)=992.35STRUCTURE #24824" NYLOPLAST BASINW/ FLAT GRATERIM=997.50FL(W)=993.1151LF 15" N-12@ S=1.00%45LF 15" N-12@ S=3.00%STRUCTURE #251X18" FESFL=981.00STRUCTURE #25160" SW-502 INTAKEW/ BMP SNOUT(SEE DETAIL 18/C-501)T/C=1005.50FL(S)=1000.29FL(N)=986.25SUMP=981.25STRUCTURE #252SW-501 INTAKET/C=1008.80FL(S)=1004.25FL(E)=1004.0050LF 15" RCP@ S=7.40%85LF 18" RCP@ S=1.00%STRUCTURE #252ASW-401 MANHOLERIM=1008.70FL(W)=1003.15FL(S)=1003.10FL(N)=1002.9087LF 18" RCP@ S=3.00%200LF 18" RCP@ S=2.60%158LF 15" RCP@ S=0.60%STRUCTURE #254SW-503 INTAKET/C=1010.00FL(S)=1004.15FL(N)=1004.05120LF 15" RCP@ S=0.60%STRUCTURE #255SW-501 INTAKET/C=1009.25FL(N)=1004.87STRUCTURE #262SW-501 INTAKET/C=1007.85FL(NW)=1002.81FL(SE)=1002.71112LF 15" RCP@ S=2.60%STRUCTURE #26924" NYLOPLAST BASINW/ FLAT GRATERIM=1010.00FL(SE)=1005.85STRUCTURE #27024" NYLOPLAST BASINW/ FLAT GRATERIM=1009.50FL(SE)=1005.96STRUCTURE #169SW-501 INTAKET/C=1011.40FL(SW)=1006.2797LF 15" RCP@ S=1.00%STRUCTURE #168SW-501 INTAKET/C=1009.75FL(SE)=1005.45FL(NE)=1005.30FL(SW)=1005.20100LF 15" RCP@ S=1.00%STRUCTURE #24324" NYLOPLAST BASINW/ FLAT GRATERIM=996.00FL(W)=991.75FL(S)=991.09FL(N)=990.84204LF 15" RCP@ S=1.20%STRUCTURE #26324" NYLOPLAST BASINW/ FLAT GRATERIM=1011.50FL(NW)=1005.36FL(SE)=1005.26STRUCTURE #26424" NYLOPLAST BASINW/ FLAT GRATERIM=1011.50FL(W)=1006.11FL(SE)=1005.8650LF 15" N-12@ S=1.00%86LF 15" N-12@ S=1.00%STRUCTURE #26524" NYLOPLAST BASINW/ FLAT GRATERIM=1011.20FL(E)=1006.97STRUCTURE #311ASW-401 MANHOLE(PUBLIC/PRIVATE)RIM=1001.70FL(W)=989.54FL(S)=989.16FL(E)=988.86FL(N)=988.76STRUCTURE #268SW-501 INTAKET/C=1009.80FL(NW)=1004.83FL(E)=1004.73130LF 15" RCP@ S=0.60%102LF 15" N-12@ S=1.00%128LF 15" N-12@ S=0.40%2 - 6" INSERT-A-TEES125LF 6"CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)61LF 6"SUBDRAIN136LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)132LF 6" SUBDRAIN64LF 6" SUBDRAIN2 - 6" INSERT-A-TEES2 - 6" INSERT-A-TEES112LF 6" SUBDRAIN94LF 6" SUBDRAIN62LF 6" SUBDRAIN165LF 6" SUBDRAIN6"x6" TEE186LF 6"SUBDRAIN2 - 6" INSERT-A-TEES107LF 6" SUBDRAINSTRUCTURE #261A72"x48" SW-402 MANHOLEW/ BMP SNOUT(SEE DETAIL 18/C-501)RIM=1005.00FL(W)=998.92FL(E)=993.91SUMP=987.41ROOF DRAIN CONNECTION(SEE DETAIL 19/C-501)FL=1008.00 (REF PLUMB)28LF 30" RCP@ S=1.00%ROOF DRAIN CONNECTION(SEE DETAIL 19/C-501)FL=994.00 (REF PLUMB)ROOF DRAIN CONNECTION(SEE DETAIL 19/C-501)FL=993.70 (REF PLUMB)ROOF DRAIN CONNECTION(SEE DETAIL 19/C-501)FL=994.00 (REF PLUMB)SEE SHEET C-410FIRE DEPARTMENTCONNECTIONAPPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)*CRITICAL CROSSING*BOTTOM SAN = 990.21TOP WATER = 988.61*CRITICAL CROSSING*BOTTOM WATER = 1003.08TOP STORM = 992.17*CRITICAL CROSSING*BOTTOM WATER = 1000.51TOP STORM = 992.97*CRITICAL CROSSING*BOTTOM SAN = 986.36TOP WATER = 984.76*CRITICAL CROSSING*BOTTOM STORM = 983.32TOP SAN = 973.92*CRITICAL CROSSING*BOTTOM STORM = 985.00TOP SAN = 973.33*CRITICAL CROSSING*BOTTOM STORM = 985.70TOP WATER = 984.10*CRITICAL CROSSING*BOTTOM SAN = 986.55TOP WATER = 984.95*CRITICAL CROSSING*BOTTOM STORM = 992.5TOP SAN = 991.52*CRITICAL CROSSING*BOTTOM STORM = 1003.26TOP WATER = 1001.66*CRITICAL CROSSING*BOTTOM STORM = 1001.08TOP SAN = 986.62*CRITICAL CROSSING*BOTTOM STORM = 1004.51TOP SAN = 997.71*CRITICAL CROSSING*BOTTOM WATER = 1004.83TOP SAN = 999.45*CRITICAL CROSSING*BOTTOM SAN = 999.90TOP STORM = 992.65*CRITICAL CROSSING*BOTTOM STORM = 1002.34TOP WATER = 1000.74*CRITICAL CROSSING*BOTTOM WATER = 1003.70TOP SAN = 1000.70*CRITICAL CROSSING*BOTTOM STORM = 982.62TOP SAN = 971.90*CRITICAL CROSSING*BOTTOM STORM = 983.69TOP SAN = 972.47TRASHENCLOSUREAREA48" FIBERGLASS SWEEP980 LF 4" HDPE CONDUIT1520 LF 4" HDPECONDUIT48" FIBERGLASS SWEEP48" FIBERGLASS SWEEP48" FIBERGLASSSWEEPSD*CRITICAL CROSSING*BOTTOM STORM = 1005.90TOP WATER = 1004.30*CRITICAL CROSSING*BOTTOM STORM = 1004.40TOP WATER = 1002.80*CRITICAL CROSSING*BOTTOM WATER = 992.50TOP STORM = 988.159LF 6" WATER, 6"VALVE, 9LF 6" FIREW/ 6"-90° BEND(REF PLUMB FORCONTINUATION)8"x6" REDUCER6"x6" TEEWVPROP O S E D P U B L I C S T O R M S E W E R E A S E M E N T PROPOSED PUBLICSTORM SEWEREASEMENTPROPOSED PRIVATE STORMSEWER EASEMENT PROPO S E D P R I V A T E S T O R M SEWER E A S E M E N T PROPOSED PRIVATE STORMSEWER EASEMENTPROPOSED P R I V A T E S T O R M SEWER EAS E M E N T10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELEC T R I C E A S E M E N T 10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:31:15 PM C-405UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGG G G G G G G G G G G G U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E10 20 30 40 50 40 30 20 10102030405040302010 W W W W W W W W W W WWWSTSTST ST ST ST ST ST ST ST ST N 6TH ST WWWWWWWWWST ST ST ST ST ST DSTSTST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST STST ST ST STDST ST ST ST ST STSTST STSTST STSTSTST STST STSTST ST STSTST ST ST ST STSTST STSTSTSTSTST W W W W W W W W W W W W W WW473LF 8" WATER6" HYDRANTASSEMBLY W/13LF 6" LEAD8" 45° BEND 8" 45° BEND106LF 8" WATER66LF 8" WATERSANSANSANSANSANSDSTDDSTWCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOLOWER FF = 998.00SUNRISE DRHYD5LF 4" SANITARY@ S=1.00%BLOWOFF HYDRANTWV8" VALVEINV=1007.00(REF PLUMB)4" BENDSINV=1006.956" HYDRANTASSEMBLYHYD 150' HYDRANTRADIUS, TYPU/EU/EU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EST STD APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)APPROXIMATE LOCATION OFGAS SERVICE (BY WAUKEE GAS)FIRE DEPARTMENTCONNECTIONPROPOSED STORM SEWER EASEMENT TEMPORARY CONSTRUCTION EASEMENTSTRUCTURE #35154" FES (PUBLIC)FL=1000.0093LF 8" N-12@ S=0.40%STRUCTURE #15924" NYLOPLAST BASINW/ FLAT GRATERIM=1014.00FL(E)=1009.96FL(NW)=1009.86STRUCTURE #16012" NYLOPLAST BASINW/ FLAT GRATERIM=1013.70FL(W)=1010.33150LF 15" RCP@ S=1.00%T/C=1009.20FL(W)=1003.95FL(SW)=1003.75FL(NE)=1003.35STRUCTURE #274SW-501 INTAKET/C=1009.90FL(W)=1005.40FL(S)=1005.35FL(NE)=1005.15STRUCTURE #277SW-505 INTAKET/C=1010.15FL(NW)=1005.92FL(E)=1005.82STRUCTURE #271SW-503 INTAKET/C=1008.90FL(S)=1003.15FL(N)=1003.05STRUCTURE #272SW-506 INTAKET/C=1010.00FL(E)=1004.16FL(N)=1004.06152LF 18" RCP@ S=0.60%STRUCTURE #275SW-505 INTAKET/C=1011.50FL(SW)=1006.95FL(N)=1006.85140LF 24" RCP@ S=1.00%33LF 15" RCP@ S=1.00%STRUCTURE #273SW-501 INTAKET/C=1008.50FL(W)=1004.46STRUCTURE #276SW-501 INTAKET/C=1014.70FL(NE)=1009.4773LF 10" N-12@ S=0.40%90LF 8" N-12@ S=0.40%77LF 8" N-12@ S=0.40%210LF 15" RCP@ S=1.20%102LF 15" N-12@ S=1.60%STRUCTURE #27824" NYLOPLAST BASINW/ FLAT GRATERIM=1011.80FL(SE)=1007.55STRUCTURE #35572" FES (PUBLIC)FL=1007.00STRUCTURE #356MODIFIED 7'x7' SW-403MANHOLE (PUBLIC)RIM=1019.50FL(S)=1009.00FL(E)=1008.90624LF 72" RCP@ S=0.30% (PUBLIC)157LF 72" RCP@ S=1.20% (PUBLIC)STRUCTURE #312SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1006.00FL(S)=993.68FL(N)=993.58STRUCTURE #313SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1006.00FL(S)=994.90FL(N)=994.8080LF 54" RCP@ S=1.40%(PUBLIC)123LF 54" RCP@ S=1.40%(PUBLIC)45LF 54" RCP@ S=1.00%(PUBLIC)STRUCTURE #268SW-501 INTAKET/C=1009.80FL(NW)=1004.83FL(E)=1004.7370LF 15" RCP@ S=0.60%STRUCTURE #350SW-401 MANHOLE(PUBLIC)RIM=1011.00FL(S)=999.55FL(N)=999.4562LF 54" RCP@ S=4.40%(PUBLIC)8" 90° BENDFL=1004.06306LF 8" SLOTTEDN-12 @ S=0.40%71LF 8" N-12@ S=6.00%153LF 6" SUBDRAIN@ S=0.50%CAP ENDFL=1011.20SEE SHEET C-410SEE SHEET C-410SEE SHEET C-410CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)61LF 6" SUBDRAIN61LF 6" SUBDRAIN279LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)62LF 6" SUBDRAIN62LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)61LF 6" SUBDRAIN61LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)125LF 6"SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)61LF 6"SUBDRAIN283LF 6" SUBDRAIN302LF 6" SUBDRAIN62LF 6" SUBDRAIN131LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)173F 6" SUBDRAIN391LF 6" SUBDRAINSTRUCTURE #35772" FES (PUBLIC)FL=1010.80SEE SHEET C-410SEE SHEET C-410SEE SHEET C-410SEE SHEET C-4108"x8" TEE123LF 8" WATERWV WV8" VALVE466LF 8" WATER2160 LF 4" HDPE CONDUIT48" FIBERGLASS SWEEP48" FIBERGLASS SWEEP48" FIBERGLASS SWEEPPROPOSED 10' PUEPROPOSED 10' PUETOP WATER = 1002.80*CRITICAL CROSSING*BOTTOM STORM = 1005.50TOP WATER = 1003.90*CRITICAL CROSSING*BOTTOM STORM = 1008.35TOP WATER = 1003.75*CRITICAL CROSSING*BOTTOM WATER = 1016.40TOP STORM = 1014.40*CRITICAL CROSSING*BOTTOM STORM = 998.65TOP WATER = 997.05PROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORMSEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROP O S E D P U B L I C S T O R M S E W E R E A S E M E N TPROPOSED DE TEN T ION EASEMEN T135094 SF3.10 ACLOT "B"48" FIBERGLASS SWEEP10' ELECTRIC EASEMENT PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:31:29 PM C-406UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX FIELD #9FIELD #13FIELD #10FIELD #11FIELD #14FIELD #12FIELD #15FIELD #16SAN8"SAN8"SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24" SA N 24"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8"SAN24"SAN24"SSANITARY MH (BY OTHERS)RIM=991.00INV(NW)=967.76INV(SW)=966.79INV(SE)=966.69SSSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSSANITARY MH (BY OTHERS)RIM=991.20INV(SW)=974.44INV(SW-DROP)=969.13INV(N)=969.13INV(SE)=969.03SANITARY MH (BY OTHERS)RIM=982.50INV(S)=970.49SANITARY MH (BY OTHERS)RIM=990.60INV(W)=979.06INV(NE)=977.26SANITARY MH (BY OTHERS)RIM=996.30INV(E)=989.00ST ST ST ST ST ST STSTSTSTSTSTST ST ST ST ST ST ST ST STSTST STDDSTSTSTCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDN 4 T H S T DOUGLAS PKWY54924 SF1.26 ACOUTLOT "X"STSTSTSTSTSTST STSTDST TE M P O R A R Y C O N S T R U C T I O N E A S E M E N T TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENTPROPOSED STORMSEWER EASEMENT12' WIDE x 6' TALLBOX CULVERT(SEE SHEET C-411)203LF 15" RCP@ S=0.60%STRUCTURE #524SW-401 MANHOLEW/ FLAT GRATERIM=993.25FL(N)=987.61FL(S)=987.51STRUCTURE #525ASW-401 MANHOLEW/ FLAT GRATERIM=995.50FL(NE)=988.19FL(S)=988.09STRUCTURE #525SW-401 MANHOLEW/ FLAT GRATERIM=992.00FL(E)=988.58FL(SW)=988.48STRUCTURE #526SW-401 MANHOLEW/ FLAT GRATERIM=993.25FL(W)=989.45STRUCTURE #527SW-401 MANHOLEW/ FLAT GRATERIM=994.00FL(N)=989.83STRUCTURE #526ASW-401 MANHOLEW/ FLAT GRATERIM=995.50FL(S)=989.43FL(E)=989.28FL(W)=989.18STRUCTURE #521SW-401 MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.25STRUCTURE #521X18" FESFL=981.00119LF 18" RCP@ S=5.60%149LF 18" RCP@ S=0.40%160LF 15" RCP@ S=0.30%98LF 15" RCP@ S=0.30%201LF 15" RCP@ S=0.30%55LF 15" RCP@ S=0.30%40LF 15" RCP@ S=1.00%STRUCTURE #525SW-401 MANHOLEW/ FLAT GRATERIM=991.00FL(S)=986.25STRUCTURE #525X15" FESFL=981.00100LF 15" RCP@ S=5.30%STRUCTURE #534SW-401 MANHOLEW/ FLAT GRATERIM=991.00FL(S)=987.00STRUCTURE #531SW-401 MANHOLEW/ FLAT GRATERIM=990.00FL(N)=984.75FL(SE)=980.25STRUCTURE #532SW-401 MANHOLEW/ FLAT GRATERIM=993.00FL(N)=986.07FL(S)=985.97STRUCTURE #533SW-401 MANHOLEW/ FLAT GRATERIM=992.50FL(N)=986.44FL(S)=986.34140LF 15" RCP@ S=0.40%67LF 15" RCP@ S=0.40%STRUCTURE #531X15" FESFL=975.00155LF 15" RCP@ S=3.40%STRUCTURE #381X15" FESSTRUCTURE #522ASW-401 MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.2555LF 18" RCP@ S=0.40%STRUCTURE #522SW-401, 60" MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.2555LF 18" RCP@ S=0.40%STRUCTURE #523SW-401 MANHOLEW/ FLAT GRATERIM=989.00FL(N)=986.35FL(S)=986.25*CRITICAL CROSSING*BOTTOM STORM = 985.99TOP SAN = 984.83STSTSTSTRUCTURE #391TWIN 60" FESFL(W)=981.03STSTST92LF TWIN 60"RCP @ S=0.60%STRUCTURE #391XTWIN 60" FESFL(W)=980.00PROPOSED 10' PUEPROPOSED 10' PUE66LF 15" RCP@ S=1.76%DD64LF TWIN 60"RCP @ S=0.60%STRUCTURE #391ATWIN 7'x7' SW-402 MANHOLES24" MIN DISTANCE BETWEENRIM AND TOP OF STRUCTURERIM=XXXXXFL(E)=980.48FL(W)=980.38CP #5100CP #5101CP #9004EX WATER LINELOCATION PER MAPW4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"(CITY OF WAUKEE WATER - SURVEYED LOCATION)ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:31:42 PM C-407UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX U/EU/EU/EU/EU/EU/EST ST ST ST ST ST ST ST ST ST ST ST STSTST ST ST ST ST ST ST STSTSTS TSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTS T S T STS T S T FIELD #8FIELD #5FIELD #6FIELD #7N 4TH STSTSTSTSTSTSTSTSTSTRUCTURE #913SW-301 MANHOLERIM=1002.55INV(SE)=995.44INV(N)=995.34STSTSTSTSTST STSTST ST ST STSTSTST8"x8" TEE52LF 8" WATER233LF 8"WATERSAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"5LF 8" SANITARY @S=1.00% (BY OTHERS)SSANITARY MH (BY OTHERS)RIM=998.50INV(E,W)=968.82SANITARY MH (BY OTHERS)RIM=993.90INV(S)=981.00INV(S-DROP)=970.83INV(E,W)=969.76SANITARY MH (BY OTHERS)RIM=989.70INV(W)=967.84INV(NE)=967.74SSS135LF 8" SANITARY@ S=1.00%STRUCTURE #911SW-301 MANHOLERIM=1000.50INV(W)=984.65INV(S)=983.85INV(N)=983.75CONNECT TO EX STUB(RE-ALIGN EX STUB ASNECESSARY)INV=981.05±273LF 8" SANITARY@ S=3.70%STRUCTURE #912SW-301 MANHOLERIM=1002.50INV(W)=993.90INV(S)=992.37INV(N)=992.27SS256LF 8" SANITARY@ S=1.00%ST ST ST ST DCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDCONTRACTOR SHALL PROTECTEX MANHOLE & REPAIR PERCITY SPECS IF DAMAGEDDCO419LF 8" SANITARY@ S=0.40%DDSTRUCTURE #914SW-301 MANHOLE*CRITICAL CROSSING*TOP STORM = 994.25BOTTOM SAN = 995.10*CRITICAL CROSSING*TOP STORM = 994.60BOTTOM SAN = 995.45INSTALL FLOWABLE MORTARBACKFILL (SEE DETAIL 27/C-503)DDTRASHENCLOSURETEMPORARY CONSTRUCTION EASEMENT STRUCTURE #25160" SW-502 INTAKEW/ BMP SNOUT(SEE DETAIL 18/C-501)T/C=1005.50FL(S)=1000.29FL(N)=986.25SUMP=981.2595LF 30" RCP@ S=4.60%STRUCTURE #321SW-502 INTAKE(PUBLIC/PRIVATE)T/C=998.85FL(N)=993.35STRUCTURE #323MODIFIED SW-506 INTAKE(PUBLIC/PRIVATE)T/C=999.85FL(E)=989.73FL(N)=989.63STRUCTURE #32260" SW-401 MANHOLEW/ FLAT GRATE(PUBLIC/PRIVATE)RIM=998.00FL(S)=989.55FL(W)=989.4590LF 30" RCP@ S=0.30%(PUBLIC/PRIVATE)135LF 24" RCP@ S=0.44%(PUBLIC/PRIVATE)STRUCTURE #324SW-506 INTAKE(PUBLIC/PRIVATE)T/C=999.85FL(NE,S)=990.57FL(E)=990.42FL(W)=990.3224LF 30" RCP@ S=0.30%(PUBLIC/PRIVATE)81LF 15" RCP@ S=0.40%(PUBLIC)STRUCTURE #326SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=997.00FL(W)=991.58STRUCTURE #325SW-401 MANHOLE W/ FLAT GRATE(PUBLIC)RIM=997.00FL(E)=991.34FL(SW)=991.2461LF 15" RCP@ S=0.40%(PUBLIC)362LF 18" RCP@ S=0.40%(PUBLIC/PRIVATE)STRUCTURE #327SW-502 INTAKE(PUBLIC/PRIVATE)T/C=999.25FL(NE,SE)=991.97FL(W)=991.8743LF 15" RCP@ S=0.40%(PUBLIC)49LF 15" RCP@ S=0.40%(PUBLIC/PRIVATE)STRUCTURE #330SW-501 INTAKE(PUBLIC/PRIVATE)T/C=998.50FL(S)=992.27FL(NW)=992.17STRUCTURE #331SW-501 INTAKE(PUBLIC/PRIVATE)T/C=998.70FL(S)=992.60FL(N)=992.5058LF 15" RCP@ S=0.40%(PUBLIC/PRIVATE)119LF 15" RCP@ S=0.50%STRUCTURE #328SW-401 MANHOLE W/ FLAT GRATE(PUBLIC)RIM=997.00FL(NE)=992.24FL(SW)=992.14STRUCTURE #329SW-401 MANHOLE W/ FLAT GRATE(PUBLIC)RIM=997.00FL(SW)=992.5680LF 15" RCP@ S=0.40%(PUBLIC)STRUCTURE #301SW-401 MANHOLEW/ FLAT GRATERIM=996.00FL(S)=986.35FL(N)=986.25STRUCTURE #302SW-401 MANHOLEW/ FLAT GRATERIM=996.00FL(S)=986.84FL(N)=986.74STRUCTURE #303SW-401 MANHOLEW/ FLAT GRATERIM=996.00FL(S)=987.28FL(N)=987.18STRUCTURE #304SW-401 MANHOLEW/ FLAT GRATERIM=996.75FL(S)=988.44FL(N)=988.34STRUCTURE #311ASW-401 MANHOLE(PUBLIC/PRIVATE)RIM=1001.70FL(W)=989.54FL(S)=989.16FL(E)=988.86FL(N)=988.76STRUCTURE #311SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1004.0072LF 30" RCP@ S=0.30%(PUBLIC/PRIVATE)190LF 54" RCP@ S=1.20%STRUCTURE #251X60" FESFL=978.00203LF 60" RCP@ S=4.00%98LF 60" RCP@ S=0.40%85LF 60" RCP@ S=0.40%265LF 60" RCP@ S=0.40%81LF 60" RCP@ S=0.40%299LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1004.068" 90° BEND334LF 15" RCP@ S=2.40%258LF 8" SLOTTEDN-12 @ S=0.47%215LF 6" SUBDRAIN99LF 6" SUBDRAIN128LF 6" SUBDRAIN357LF 6" SUBDRAIN52LF 6" SUBDRAIN411LF 6" SUBDRAIN464LF 6" SUBDRAIN2 - 6" INSERT-A-TEES2 - 6" INSERT-A-TEES2 - 6" INSERT-A-TEESCLEANOUT(SEE DETAIL 18/C-502)285LF 6" SUBDRAIN354LF 6" SUBDRAIN107LF 6" SUBDRAIN 6" INSERT-A-TEESTRUCTURE #261A72"x48" SW-402 MANHOLEW/ BMP SNOUT(SEE DETAIL 18/C-501)RIM=1005.00FL(W)=998.92FL(E)=993.91SUMP=987.4128LF 30" RCP@ S=1.00%STRUCTURE #321A54"x54" SW-402 MANHOLEW/ BMP SNOUT (PUBLIC/PRIVATE)(SEE DETAIL 18/C-501)RIM=999.50FL(S)=993.09FL(E)=989.18FL(W)=989.08SUMP=982.58129LF 15" RCP@ S=4.00%STRUCTURE #382SW-401 MANHOLE W/ FLAT GRATERIM=995.00FL(S)=990.18FL(N)=990.08STRUCTURE #381X15" FESFL=975.00STRUCTURE #383SW-401 MANHOLE W/ FLAT GRATERIM=996.00FL(N)=991.00STRUCTURE #381SW-401 MANHOLE W/ FLAT GRATERIM=991.00FL(S)=985.32FL(N)=980.25238LF 15" RCP@ S=2.00%82LF 15" RCP@ S=1.00%13LF 15" RCP@ S=2.00%(PUBLIC/PRIVATE)*CRITICAL CROSSING*BOTTOM STORM = 977.18TOP SAN = 970.04*CRITICAL CROSSING*BOTTOM STORM = 980.83TOP SAN = 971.731520 LF 4" HDPECONDUITPROPOSED 10' PUE PRO P O S E D 1 0 ' P U E ST ST STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PROPOSED PUBLIC STORM SEWER EASEMENT PROPOSED PUBLICSTORM SEWEREASEMENTST ST 180897 SF4.15 ACLOT "C"DDDSTRUCTURE #371C72" SW-401 MANHOLERIM=998.75FL(S)=989.69FL(N)=989.59553LF 48" RCP@ S=1.04%STRUCTURE #371D72" SW-401 MANHOLE24" MIN DISTANCEBETWEEN RIM ANDTOP OF STRUCTURERIM=993.18FL(S)=983.84FL(N)=983.74237LF 48" RCP@ S=1.04%STRUCTURE #371E6'x6' SW-402 MANHOLE24" MIN DISTANCEBETWEEN RIM ANDTOP OF STRUCTURERIM=990.30FL(S)=981.27FL(W)=981.17112LF 48" RCP@ S=1.04%STRUCTURE #371X48" FESFL=980.00PROPOSED 10' PUE 10' ELECTRIC EASEMENT *CRITICAL CROSSING*BOTTOM STORM = 979.80TOP SAN = 969.90ST6"PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:31:55 PM C-408UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX ST U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EFIELD #3FIELD #1FIELD #2FIELD #4STSTST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTWWWWWWWWST STSTSTSTSTST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST S T ST ST ST STSANSANSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST STST ST STSTSTSTDDSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TINDOOR BATTINGCAGE BUILDINGFOOTPRINT = 4,511 SFFF=1012.30RESTROOM & STORAGE BUILDING FOOTPRINT = 1,755 SF FF=1012.30 CONCESSIONBUILDING650 SFFF=1012.30SAN SAN SAN SAN SANDUGOUTDUGOUT DUGOUTDUGOUTST STST ST ST ST STSUNRISE DRN 4TH STSSSANSTDINV=1006.30(REF PLUMB)STRUCTURE #917SW-301 MANHOLERIM=1012.05INV(W)=1005.83INV(S)=1005.68INV(N)=1005.58STRUCTURE #915SW-301 MANHOLERIM=1011.30INV(S)=1001.32INV(N)=1000.50SSTRUCTURE #914SW-301 MANHOLERIM=1005.80INV(S)=997.22INV(NW)=997.12S120LF 8" SANITARY@ S=3.00%STRUCTURE #916SW-301 MANHOLERIM=1012.00INV(W)=REF PLUMBINV(S)=1005.02INV(N)=1004.9256LF 8" SANITARY@ S=1.00%65LF 8" SANITARY@ S=2.00%273LF 8" SANITARY@ S=1.20%*CRITICAL CROSSING*TOP STORM = 996.45BOTTOM SAN = 996.901,000 GALLONGREASE TRAP(REF PLUMBING)*CRITICAL CROSSING*TOP SANITARY = 999.65BOTTOM STORM = 1000.35TRANSFORMER PADW/ MOAT (SEE DETAIL20/C-501)STSTSTSTST ST ST ST ST ST ST ST STD SANSANWVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E S T STS T S TSTSTD QUICK CONNECT(SEE DETAIL X/C-XXX)QUICK CONNECT(SEE DETAIL X/C-XXX)QUICK CONNECT(SEE DETAIL X/C-XXX)QUICK CONNECT(SEE DETAIL X/C-XXX)TEMPORARY CONSTRUCTION EASEMENTTEMPORARY CONSTRUCTION EASEMENT PROPO S E D S T O R M SEWER E A S E M E N T PROPOSED STORMSEWER EASEMENTWWDUGOUTDUGOUTDUGOUT DUGOUT PRESS BOXPRESS BOXDDSTRUCTURE #35154" FES (PUBLIC)FL=1000.00119LF 15" RCP@ S=0.50%STRUCTURE #332SW-401 MANHOLE W/ FLAT GRATERIM=998.00FL(SW)=993.67FL(N)=993.20BASEBALL FIELD #32" SUBDRAIN TOTALLENGTH = 5780LF(SEE DETAIL 20/C-503)STRUCTURE #311SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1004.00FL(SE)=998.59FL(S)=991.54FL(N)=991.44STRUCTURE #312SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1006.00FL(S)=993.68FL(N)=993.58STRUCTURE #313SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1006.00FL(S)=994.90FL(N)=994.80STRUCTURE #314SW-401 MANHOLEW/ FLAT GRATE(PUBLIC)RIM=1005.20FL(E)=999.22FL(S)=996.72FL(N)=996.62STRUCTURE #31524" NYLOPLAST BASINW/ FLAT GRATERIM=1007.00FL(E)=1001.02FL(W)=1000.92STRUCTURE #31624" NYLOPLAST BASINW/ SLID LIDRIM=1011.00FL(E)=1002.92FL(W)=1002.32STRUCTURE #317106LF ACO KLASSIKDRAINK200 W/ ADA GRATERIM=1011.00STRUCTURE #35224" NYLOPLAST BASINW/ FLAT GRATERIM=1008.00FL(W)=1002.87STRUCTURE #352X15" FESFL=1002.00170LF 54" RCP@ S=1.20%(PUBLIC)80LF 54" RCP@ S=1.40%(PUBLIC)123LF 54" RCP@ S=1.40%(PUBLIC)170LF 15" N-12@ S=1.00%130LF 15" N-12@ S=1.00%37LF 6" N-12@ S=11.60%45LF 54" RCP@ S=1.00%(PUBLIC)33LF 15" RCP@ S=1.00%8" 90° BENDFL=1005.70STRUCTURE #350SW-401 MANHOLE(PUBLIC)RIM=1011.00FL(S)=999.55FL(N)=999.4562LF 54" RCP@ S=4.40%(PUBLIC)STRUCTURE #352SW-401 MANHOLERIM=1009.00FL(S)=1002.80FL(E)=1002.43FL(W)=1002.3344LF 15" N-12@ S=1.00%HIGH POINTFL=1007.50200LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1006.70336LF 8" SLOTTEDN-12 @ S=0.30%8"x8" TEEFL=1005.70200LF 8" SLOTTEDN-12 @ S=0.90%31LF 8" N-12@ S=6.20%HIGH POINTFL=1005.50359LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1004.06262LF 8" SLOTTEDN-12 @ S=0.46%299LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1004.06359LF 8" SLOTTEDN-12 @ S=0.40%8"x8" TEEFL=1002.8662LF 8" N-12@ S=14.80%HIGH POINTFL=1005.50359LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1004.06359LF 8" SLOTTEDN-12 @ S=0.40%8" 90° BENDFL=1004.068"x8" TEEFL=1002.85306LF 8" SLOTTEDN-12 @ S=0.40%334LF 15" RCP@ S=2.40%258LF 8" SLOTTEDN-12 @ S=0.47%STRUCTURE #34124" NYLOPLAST BASINW/ FLAT GRATERIM=1006.50FL(E)=1000.52FL(S)=1000.37FL(N)=998.5971LF 8" N-12@ S=6.00%STRUCTURE #34424" NYLOPLAST BASINW/ SOLID LIDRIM=1010.70FL(S)=1002.81FL(N)=1002.2156LF 15" N-12@ S=1.00%88LF 15" N-12@ S=1.00%STRUCTURE #34324" NYLOPLAST BASINW/ FLAT GRATERIM=1007.00FL(S)=1001.33FL(W)=1001.0852LF 6" N-12@ S=8.50%STRUCTURE #345119LF ACO KLASSIKDRAINK200 W/ ADA GRATERIM=1011.00100LF 15" N-12@ S=1.00%STRUCTURE #36624" NYLOPLAST BASINW/ FLAT ADA GRATERIM=1011.85FL(SW)=1006.70FL(N)=1005.17FL(S)=1005.07STRUCTURE #36724" NYLOPLAST BASINW/ FLAT ADA GRATERIM=1011.35FL(S)=1006.17STRUCTURE #36524" NYLOPLAST BASINW/ FLAT GRATERIM=1009.00FL(N)=1004.71FL(S)=1004.6128LF 6" N-12@ S=2.00%91LF 15" N-12@ S=0.40%STRUCTURE #36424" NYLOPLAST BASINW/ FLAT GRATERIM=1009.00FL(N)=1005.31FL(S)=1005.21STRUCTURE #36324" NYLOPLAST BASINW/ FLAT GRATERIM=1008.00FL(N)=1004.80FL(NE)=1004.70101LF 15" N-12@ S=0.40%HIGH POINTFL=1007.50115LF 18" N-12@ S=0.40%200LF 8" SLOTTEDN-12 @ S=0.40%200LF 8" SLOTTEDN-12 @ S=0.9%336LF 8" SLOTTEDN-12 @ S=0.30%8"x8" TEEFL=1006.70STRUCTURE #36824" NYLOPLAST BASINW/ FLAT ADA GRATERIM=1011.90FL(SW)=1006.3331LF 15" N-12@ S=1.00%SOFTBALL FIELD #22" SUBDRAIN TOTALLENGTH = 1800LF(SEE DETAIL 20/C-503)STRUCTURE #36224" NYLOPLAST BASINW/ FLAT GRATERIM=1008.00FL(N)=1004.37FL(SW)=1004.22FL(SE)=1004.12CONNECT TO ACOCATCH BASINFL=1008.24CONNECT TO ACOCATCH BASINFL=1008.24SOFTBALL FIELD #12" SUBDRAIN TOTALLENGTH = 1800LF(SEE DETAIL 20/C-503)BASEBALL FIELD #42" SUBDRAIN TOTALLENGTH = 5790LF(SEE DETAIL 20/C-503)61LF 18" N-12@ S=0.40%120LF 15" N-12@ S=0.40%STRUCTURE #36124" FESFL(E)=1000.00STRUCTURE #362X18" FESFL(E)=1002.5061LF 15" N-12@ S=0.40%STRUCTURE #362BSW-401 MANHOLERIM=1008.00FL(W)=1003.32FL(NE)=1003.22179LF 18" RCP@ S=0.40%STRUCTURE #362ASW-401 MANHOLERIM=1009.00FL(N)=1004.80FL(NW)=1003.88FL(E)=1003.78STRUCTURE #360SW-402 MANHOLE W/RESTRICTION PLACE(SEE DETAIL 26/C-503)RIM=1005.50FL(SW,N)=999.70FL(E)=999.6050LF 24" RCP@ S=0.60%104LF 15" RCP@ S=1.00%STRUCTURE #371AMODIFIED 12'x6'SW-403 MANHOLERIM=1005.93FL(W,E)=997.56FL(N)=997.3630LF 15" RCP@ S=1.00%STRUCTURE #37015" FESFL(S)=1000.00STRUCTURE #371TWIN 48" FESFL(W)=1002.75STRUCTURE #372TWIN 48" FESFL(W)=998.50STRUCTURE #373TWIN 48" FESFL(W)=999.25STRUCTURE #374TWIN 48" FESFL(W)=1000.00105LF TWIN 48"RCP @ S=0.50%170LF TWIN 48"RCP @ S=0.44%6" HYDRANTASSEMBLYHYD 8"xX" REDUCER303LF X" WATERX" 90° BEND109LF X" WATERSAN 25LF 6" N-12@ S=2.00%INV=1006.30(REF PLUMB)X" VALVE(REF PLUMB)13LF 8" SANITARY@ S=3.60%61LF 15" N-12@ S=1.00%48" FIBERGLASS SWEEP48" FIBERGLASS SWEEPPROPOSED 10' PUEPROPOSED 10' PUE PROPOSED 10' PUE*CRITICAL CROSSING*BOTTOM STORM = 998.65TOP WATER = 997.05ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTRUCTURE #368A24" NYLOPLAST BASINW/ SOLID LIDRIM=1012.35FL(E)=1007.70FL(NE)=1006.02FL(S)=1005.92DPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED PUBLIC STORM SEWER EASEMENTPROPOSED DETENTION EASEMENTPROPOSED DETENTION EASEMENT PROPOSED PUBLIC STORMSEWER & DRAINAGE EASEMENTTWIN 48" VERTICALBENDS:FL=998.0423LF TWIN 48"RCP @ S=2.00%STRUCTURE #371B6'x6' SW-402 MANHOLE24" MIN DISTANCEBETWEEN RIM ANDTOP OF STRUCTURERIM=1004.45FL(S,W)=995.91FL(N)=995.81D134LF 48" RCP@ S=1.08%567LF 48" RCP@ S=1.08%18LF 8" N-12@ S=5.00%10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT CONTRACTOR SHALL FIELD VERIFYLOCATION, SIZE, AND ELEVATION PRIOR TOORDERING STRUCTURES TO DETERMINE IFCONNECTION CAN BE MADE AS SHOWNCONTACT ENGINEER PRIOR TO PROCEEDINGIF CONNECTION CANNOT BE MADE AS SHOWNCONNECT TO EX FIELDDRAIN & EXTEND W/APPROX 15LF N-12 @S=1.00% MIN (MATCH EXFIELD DRAIN SIZE)18LF TWIN 48"RCP @ S=26.2%CONTRACTOR SHALL FIELDVERIFY LOCATION ANDREMOVE AS NECESSARYAFTER CONNECTION TOSTORM SEWER & IF INCONFLICT WITH PROPOSEDCONSTRUCTIONST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"STPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:32:09 PM C-409UTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX GGGGGGGGU/EU/E102030405040302010102030405040302010STRUCTURE #234IN-LINE ACO SPORTCATCH BASIN W/TRASH BUCKETRIM=997.56FL=995.92STRUCTURE #233IN-LINE ACO SPORTCATCH BASIN W/TRASH BUCKETRIM=997.56FL=995.9265LF ACO SPORT SLOTDRAIN SYSTEM 300065LF ACO SPORT SLOTDRAIN SYSTEM 300065LF ACO SPORT SLOTDRAIN SYSTEM 300065LF ACO SPORT SLOTDRAIN SYSTEM 300010LF 6" N-12@ S=17.00%10LF 6" N-12@ S=13.40%10LF 6" N-12@ S=17.00%STRUCTURE #230XSW-401 MANHOLERIM=997.67FL(N)=994.46FL(E,W)=991.10FL(NW)=991.00117LF 18" SLOTTEDN-12 @ S=0.80%117LF 18" SLOTTEDN-12 @ S=0.80%12"x6" TEEFL(SW)=994.22FL(NW,SE)=993.97192LF 18" SLOTTEDN-12 @ S=0.40%HIGH POINTFL=992.6712LF 6" N-12 @ S=5.00%60LF 12" SLOTTEDN-12 @ S=0.60%HANDBOX W/ WOODFORDMODEL Y95 YARD HYDRANT(SEE DETAIL 10/C-502)12"x6" TEEFL(SE)=994.22FL(NE,SW)=993.9742LF 1" PEXWATER LINE1"x1" PEX TEE241LF 1" PEXWATER LINE12LF 6" SUBDRAIN@ S=14.60%12LF 6" SUBDRAIN@ S=14.60%6"x18" TEEFL(W)=993.31FL(N,S)=992.8118"x6" TEEFL(E)=993.31FL(N,S)=992.816"x6" TEEFL=995.066"x6" TEEFL=995.06198LF 6" SUBDRAININSTALL FLATELEV= 995.06175LF 6" SUBDRAININSTALL FLATELEV= 995.06175LF 6" SUBDRAININSTALL FLATELEV=995.06198LF 6" SUBDRAININSTALL FLATELEV= 995.06172LF 18" SLOTTEDN-12 @ S=0.40%192LF 18" SLOTTEDN-12 @ S=0.40%172LF 18" SLOTTEDN-12 @ S=0.40%12LF 6" SUBDRAIN@ S=8.80%6"x6" TEEFL=995.06259LF 6" SUBDRAININSTALL FLATELEV= 995.066"x6" TEEFL=995.0612LF 6" SUBDRAIN@ S=23.10%18"x12" CROSSFL(W,E)=992.29FL(NE,SW)=992.0412LF 6" SUBDRAIN@ S=8.80%6"x18" TEEFL(W)=994.00FL(N,S)=993.50*CRITICAL CROSSING*BEND WATER UNDER STORMAS NECESSARY TO MAINTAIN18" VERTICAL CLEARANCE, TYPWWWWWWWWWWWWWWWWWWWWW392LF 1" PEXWATER LINE370LF 12" SLOTTEDN-12 @ S=0.40%CAP ENDFL=993.95CAP ENDFL=993.9512"x6" TEEHIGH POINTFL(S)=994.58FL(E,W)=994.33370LF 12" SLOTTEDN-12 @ S=0.40%12"x12" TEEFL=992.4749LF 12" SLOTTEDN-12 @ S=0.40%49LF 12" SLOTTEDN-12 @ S=0.40%12"x12" TEEFL=992.4746LF 12" SLOTTEDN-12 @ S=0.40%46LF 12" SLOTTEDN-12 @ S=0.40%18"x12" CROSSFL(E,W)=992.29FL(NW,SE)=992.046"x6" TEEFL=995.066"x6" TEEFL=995.06305LF 6" SUBDRAININSTALL FLATELEV= 995.0618"x6" TEEFL(E)=994.00FL(N,S)=993.5018"x12" REDUCER18"x12" REDUCER12"x6" REDUCER12"x6" REDUCER12LF 6" SUBDRAIN@ S=23.10%DSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTRUCTURE #22512" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(S)=993.50FL(N)=993.40STRUCTURE #22612" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(SW)=993.92FL(N)=993.82STRUCTURE #21212" NYLOPLAST BASINW/ FLAT GRATERIM=996.75FL(W)=993.97STRUCTURE #21112" NYLOPLAST BASINW/ FLAT GRATERIM=996.75FL(E,W)=993.63STRUCTURE #21012" NYLOPLAST BASINW/ FLAT GRATERIM=996.75FL(E)=993.29FL(N)=993.19STRUCTURE #20918" NYLOPLAST BASINW/ FLAT GRATERIM=997.80FL(E)=993.01FL(W)=992.9180LF 10" N-12@ S=0.40%52LF 8" N-12@ S=0.40%STRUCTURE #22712" NYLOPLAST BASINW/ FLAT GRATERIM=997.75FL(NE)=994.1385LF 12" N-12@ S=0.40%85LF 12" N-12@ S=0.40%37LF 12" N-12@ S=0.40%74LF 15" N-12@ S=0.40%STRUCTURE #20818" NYLOPLAST BASINW/ FLAT GRATERIM=996.50FL(N,SE)=992.7663LF 15" N-12@ S=0.40%STRUCTURE #20718" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(N,S)=992.2145LF 12" N-12@ S=0.40%81LF 15" N-12@ S=0.40%STRUCTURE #20618" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(N,S)=991.89STRUCTURE #20518" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(N,S)=991.49STRUCTURE #20424" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(N,S)=991.09STRUCTURE #20324" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(N,S)=990.71100LF 15" N-12@ S=0.40%100LF 18" N-12@ S=0.40%95LF 18" N-12@ S=0.40%84LF 18" N-12@ S=0.40%STRUCTURE #22412" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(S)=993.06FL(N)=992.96STRUCTURE #22312" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(S)=992.56FL(N)=992.46STRUCTURE #22212" NYLOPLAST BASINW/ FLAT GRATERIM=997.45FL(S)=992.06FL(N)=991.96STRUCTURE #22124" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(S)=991.66FL(NW)=991.56STRUCTURE #22015" NYLOPLAST BASINW/ FLAT GRATERIM=997.88FL(SE)=991.46FL(NW)=991.36100LF 12" N-12@ S=0.40%100LF 12" N-12@ S=0.40%75LF 12" N-12@ S=0.40%24LF 15" N-12@ S=0.40%43LF 15" N-12@ S=0.40%STRUCTURE #21915" NYLOPLAST BASINW/ FLAT GRATERIM=997.88FL(SE)=991.19FL(NW)=991.0939LF 15" N-12@ S=0.40%STRUCTURE #21815" NYLOPLAST BASINW/ FLAT GRATERIM=998.82FL(SE)=990.93FL(NW)=990.83STRUCTURE #21624" NYLOPLAST BASINW/ FLAT GRATERIM=997.80FL(NE)=990.77FL(SE)=990.62FL(W)=990.5252LF 15" N-12@ S=0.40%104LF 18" N-12@ S=0.40%STRUCTURE #215SW-401 MANHOLEW/ FLAT GRATERIM=996.50FL(SE,E)=990.10FL(NW)=990.0043LF 24" N-12@ S=0.60%STRUCTURE #201ASW-401 MANHOLERIM=998.00FL(W,SE)=989.74FL(NW)=989.6439LF 24" N-12@ S=0.50%STRUCTURE #201SW-501 INTAKET/C=998.00FL(W)=990.12FL(E)=990.0238LF 18" N-12@ S=0.40%STRUCTURE #20224" NYLOPLAST BASINW/ FLAT GRATERIM=997.00FL(S)=990.37FL(NE)=990.279LF 10" N-12@ S=2.60%FL=991.00(REF PLUMB)69LF 24" RCP@ S=1.30%WWWHYDSANSANSANSANSANWSANSANSANSANSANSANSANSANSANSANSANSANSSSTSTSTRUCTURE #238IN-LINE ACO SPORTCATCH BASIN W/TRASH BUCKETRIM=997.56FL=995.926"x6" TEEFL=995.06W*CRITICAL CROSSING*BEND WATER UNDER STORMAS NECESSARY TO MAINTAIN18" VERTICAL CLEARANCE, TYPHANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)6"x2" TEEFL= 995.06HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 11/C-502)32LF 2" SUBDRAINS=1.00%U/E U/E U/E U/E U/E U/E U/ESEE SHEET C-406SEE SHEET C-403COCOCOCOCOCOSTADIUM RESTROOM BUILDINGAREA = 2,930 SFFF=1014.506"x6" CROSS21LF 6"SUBDRAIN94LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)99LF 6" SUBDRAIN100LF 6" SUBDRAIN6"x6" TEE6"x6" CROSS204LF 6" SUBDRAIN237LF 6" SUBDRAIN6"x6" TEE6"x6" CROSS6"x6" CROSS326LF 6" SUBDRAIN290LF 6" SUBDRAIN132LF 6" SUBDRAIN6"x6" TEE6"x6" CROSS10LF 6"SUBDRAIN175LF 6" SUBDRAIN24LF 6"SUBDRAIN127LF 6" SUBDRAIN24LF 6" SUBDRAIN21LF 6" SUBDRAIN122LF 6" SUBDRAINCLEANOUT(SEE DETAIL 18/C-502)CLEANOUT(SEE DETAIL 18/C-502)4" INSERT-A-TEE33LF 4" SUBDRAIN21LF 4"SUBDRAINSTADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00HANDBOX W/ WOODFORDMODEL Y95 YARD HYDRANT(SEE DETAIL 10/C-502)STRUCTURE #200SW-401 MANHOLEW/ FLAT GRATERIM=999.75FL(SE)=989.39FL(NW)=989.2980LF 42" N-12@ S=0.31%SEE SHEET C-406SANSANSANSANSANSAN96LF 6" SANITARY@ S=1.00%STRUCTURE #905SW-301 MANHOLERIM=997.80FL(SE)=988.81FL(W)=988.71STRUCTURE #904SW-301 MANHOLERIM=997.40FL(E)=987.75FL(W)=987.65165LF 6" SANITARY@ S=0.80%S*CRITICAL CROSSING*BOTTOM STORM=989.94TOP SANITARY = 988.7211LF 6" SANITARY@ S=1.80%SEE SHEET C-403WWWWVSANSANWWINV=989.00(REF PLUMB)HYD150' HYDRANTRADIUS, TYP150' HYDRANTRADIUS, TYPU/EU/EHANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 10/C-502)STSTSTD6"x6" CROSS14LF 6" SUBDRAIN23LF 6" SUBDRAIN5LF 6" SUBDRAIN262LF 6" SUBDRAINSEE SHEET C-4034" INSERT-A-TEE11LF 4"SUBDRAIN9LF 4" SUBDRAIN10LF 4"SUBDRAINSTRUCTURE #208A18" NYLOPLAST BASINW/ SOLID LIDRIM=998.10FL(N,SW)=992.4611LF 6" SUBDRAIN85LF 10" N-12@ S=0.40%78LF 12" SLOTTEDN-12 @ S=0.60%78LF 12" SLOTTEDN-12 @ S=0.60%60LF 12" SLOTTEDN-12 @ S=0.60%TRASHENCLOSUREDWVPROPOSED PUBLIC STORMSEWER EASEMENT10' EL E C T R I C E A S E M E N T PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160106\DWG\C4 UTILITY.DWG6/12/2018 9:32:26 PM C-410STADIUMUTILITY PLAN10 20 30 40 50 40 30 20 10102030405040302010SHEET INDEX 992992 990990985 985 980 975 972 975 969 9 9 3 99399399598517'0° SKEW11.5' ENDSECT32'11.5' ENDSECT55' B-B PARAPET17'0° SKEW2.4 :14 :13 :14 :118" PVC BASIN DRAIN - 190 LF974.00RELEASE PIPEINLET = TBDON CONC FTGRELEASE PIPEOUTLET = TBDW/ CONC FTG972.002.4 :14 :14 :13 :1WV18" GATE VALVE W/2' X 2' X 5" CONC. PADBORING #78BORING #772'15' 6'50'22.5'8'44.5'8'19'PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160106\DWG\C4 CULVERT.DWG6/12/2018 9:29:18 PM PROPOSED PROFILE GRADE-TRAILLOCATION:BETWEEN DETENTION BASINS NORTH OF HIGH SCHOOL BUILDINGREVETMENT SECTIONB A N K BANK18"0.0% -1.8% +3.1% 2'2'(TYPICAL SECTION NORMAL TO ℄ CULVERT)LIMITS OF CLASS 20EXCAVATION1112' X 5' HEADWALLS 0° SKEW32' BARREL SECTION (1 REQ'D)11'6" END SECTION (2 REQ'D)12' X 5' HEADWALLS 0° SKEW32' BARREL SECTION (1 REQ'D)11'6" END SECTION (2 REQ'D)INLET (WEST)BENCH MARK:SEE BENCH MARK INFORMATION ON SITE SURVEY.REVETMENT CLASS "D"ENGINEERING FABRICSEE PLANS FOR EXTENTSCLASS 20 EXCAVATIONCLASS "D" (TN)REVETMENTLOCATIONOUTLET (EAST)5468TOTAL72ESTIMATED REVETMENT QUANTITIESSUMMARY OF REINFORCING STEELLOCATION5r1 x 3'-6 DOWEL BARSQUANTITY2 AT 2598 LB1 AT 7565 LB2 AT 2718 LB2 SETS AT 47 LBTOTAL (LB)TOTAL5196 LB7565 LB5436 LB94 LB18,291 LBCONCRETE PLACEMENT QUANTITIESLOCATIONTOTAL (CY)* INCLUDES PARAPET AND TOP OF WINGWALL.FOOTING2 @ 12.5 = 251 AT 9.1 = 9.12 AT 5.6 = 11.245.3WALLS2 @ 3.7 = 7.41 @ 6.5 = 6.52 @ 2.96 = 5.9226.65SLAB*2 @ AT 1.5 = 3.01 @ 12.38 = 12.382 @ 4.45 = 8.924.28TOTAL35.427.9826.02 96.23ANTI SEEP COLLAR (1 REQ'D)6.836.83NORTH PLAN VIEWPROFILE VIEW ALONG ℄ CULVERT950960980100010201010990970950960980100010201010990970DESIGN FILL HEIGHT = 2'-3'SETTLEMENT = EST. TO BE NEGLIGIBLE.940930940930FL=986.00FL=980.00PROPOSED 12'-0 X 5'-0 X 89'-0CAST-IN-PLACE REINFORCEDCONCRETE BOX CULVERT.STANDARDISSUEDREVISEDIDOT STANDARDCULVERT PLANSPOLLUTION PREVENTION PLAN:POLLUTION PREVENTION PLAN INCLUDED WITHPROJECT GRADING PLANS, SEE SHEET C-701.GENERAL NOTES :1. IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A CAST IN PLACE 12' x 5' x 89' REINFORCED CONCRETE BOX CULVERT. THE WESTHEADWALL SHALL FUNCTION AS A DETENTION BASIN CONTROL STRUCTURE, AS THE RESTRICTION.2. THIS CULVERT SHALL BE CONSTRUCTED ACCORDING TO THE IOWA DEPARTMENT OF TRANSPORTATION SINGLE REINFORCEDCONCRETE BOX CULVERT STANDARDS, DATED APRIL 2012. SEE TABULATION FOR STANDARD CULVERT PLANS THAT APPLY.3. EXCESS CLASS 20 EXCAVATION MATERIAL SUITABLE FOR BACKFILLING SHALL BE STOCKPILED AT THE CONSTRUCTION SITE, ASDIRECTED BY THE ENGINEER.4. CLASS 20 EXCAVATION MATERIAL UNSUITABLE FOR BACKFILLING SHALL BE PLACED ELSEWHERE ON SITE.5. ALL REINFORCING BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE SHALL BE DEFORMED REINFORCEMENTUNLESS OTHERWISE NOTED OR SHOWN.6. ALL REINFORCING STEEL SHALL BE SECURELY WIRED IN PLACE BEFORE CONCRETE IS PLACED. BAR CHAIRS SPACED AT NOT MORETHAN 3'-0 CENTERS IN EITHER DIRECTION SHALL BE USED TO SUPPORT ALL REINFORCING IN ACCORDANCE WITH SECTION 2404 OF THESTANDARD SPECIFICATIONS.7. ALL REINFORCING STEEL LOCATED IN AND EXTENDING INTO THE SLAB SHALL BE EPOXY COATED.8. BARREL FLOOR AND HEADWALL APRONS SHALL HAVE A BURLAP DRAG FINISH. ALL OTHER SURFACES EXPOSED IN THE COMPLETEDSTRUCTURE SHALL HAVE A CLASS 3, SPECIAL SURFACE FINISH, PER SECTION 2403.23C OF THE STANDARD SPECIFICATIONS.9. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT (800) 292-8989 AT LEAST 48 HOURS PRIOR TOEXCAVATING ANYWHERE ON THE PROJECT.10. THE CONTRACTOR SHALL BACKFILL THE PROPOSED STRUCTURE AS SHOWN ON THE PLANS, WITH CLAY SOILS UP TO ONE FOOTABOVE TOP OF CULVERT.11. ESTIMATED CONSTRUCTION ITEMS AND QUANTITIES ARE FOR REFERENCE ONLY. ANY DISCREPANCY BETWEEN THE QUANTITYESTIMATE AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. ALL ITEMS, LISTED AND NOT LISTED, REQUIRED TOCONSTRUCT THE CULVERT AS SHOWN SHALL BE INCLUDED WITH THIS LUMP SUM PROJECT.12. ANY AND ALL DEWATERING SHALL BE CONSIDERED INCIDENTAL TO CULVERT CONSTRUCTION.13. FOLLOW RECOMMENDATIONS IN SOILS REPORT. THE BOTTOM OF CULVERT EXCAVATION SHALL BE PROBED AND TESTED BY SOILSENGINEER DURING CONSTRUCTION TO DETECT UNSUITABLE ZONES. IF ZONES OF SOFT, EXCESSIVELY ORGANIC OR OTHERWISEUNSUITABLE SOILS ARE IDENTIFIED, DEEPER OVER-EXCAVATION AND CRUSHED ROCK BACKFILL MAY BE REQUIRED AS EXTRA WORK.SPECIFICATIONS FOR CULVERT:CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2015, PLUS APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON SHEET C-411 .RCB G1-12APRIL 201207-2016RCB G2-12APRIL 201212-2016RCB 12-5 -12APRIL 2012----PHW 0-1-12APRIL 201212-2016PHW 0-2-12APRIL 201212-2016PHW 0-3-12APRIL 201207-2016PHW 0-4-12APRIL 2012----PHW 0-5-12APRIL 201207-2016ESTIMATE REFERENCE INFORMATION LONGITUDINAL SECTION OVER EXCAVATION SHALL BE BACKFILLED WITH APPROPRIATE CLAY MATERIAL.NO ADDITIONAL COMPENSATION WILL BE MADE UNLESS DIRECTED BY SOILS ENGINEER.ITEM UNITTOTALEXCAVATION, CLASS 20STRUCTURAL CONCRETEREINFORCING STEELENGINEERING FABRICREVETMENT, CLASS DCYCYLBSYTNESTIMATED CULVERT QUANTITIES1.2.3.4.5.6.ITEM NO. DESCRIPTIONITEM NO. 1.2.3.4.5.6.---INCLUDES ANTI-SEEP COLLAR#5 BARS AT 18" O.C.#5 AT 18" O.C.(OPPOSITE DIRECTIONOF DOWELS - ALLAROUND, BOTH SIDES)2'12"4'#5 BARS AT 18" O.C.#5 AT 18" O.C.(ALL AROUND, BOTHSIDES)RCBCNOTE: ANTI-SEEP COLLARSHALL EXTEND 4' BEYONDCULVERT ON SIDES ANDBOTTOM AND 2' ABOVE THETOP.ALL COLD JOINTS SHALL HAVEWATERPROOFING APPLIED.WATERPROOFING SHALL BEEITHER HYDOTITE WATERSTOPOR SWELLSTOP WATERSTOPANTI-SEEP COLLAR DETAIL- PROFILESCALE = NONE4'4'C CULVERTLIMITS OF CLASS 20EXCAVATIONCOMPACTED COHESIVE BACKFILL TRANSVERSE SECTION COMPACTED CLAYBACKFILLPROPOSED FINISHED GROUND/TOPSOIL, SEE SITE GRADING PLANSDETENTION PONDPOND OUTLET = FROST TROUGHANTI-SEEP COLLAR36" MIN. OVEREXCAVATION ANDCOMPACTED CLAY BACKFILL EAST END WEST ENDCOMPACTED CLAYBACKFILL (TOPSOIL TOP 6")TRAILSEE SHEET C-20760096.2318,29113972SHALL BE MATERIAL AS SPECIFIED FOR EMBANKMENT EROSION CONTROL.ESTIMATED AT 1.75 TONS PER CY.GUARDRAILLF96* QUANTITIES FOR INFORMATION ONLY, BID LUMP SUM.SCALE = NONESCALE = NONEQUALIFICATIONS FOR BIDDING ON CULVERT:THE SUB-CONTRACTOR BIDDING ON THE THIS CULVERT WILL BE REQUIRED TO SUBMITA LIST OF 3 SUCCESSFUL INSTALLATIONS OF CAST-IN-PLACE BOX CULVERTS PERFORMEDFOR EITHER THE IOWA DOT OR A PUBLIC MUNICIPALITY IN THE PAST 6 YEARS.CULVERT STAKING NOTES:THE CULVERT MUST BE STAKED UNDER THE SUPERVISION OF A LICENSED LANDSURVEYOR.ANTI-SEEP COLLAR STEEL INCIDENTAL36"36" OVEREXCAVATED ANDCOMPACTED CLAY BACKFILLBACKFILL DETAILSWAUKEE HIGH SCHOOL #2MARCH, 2018WAUKEE, IACONCRETE BOX CULVERT12'-0" X 5'-0" X 89'-0" REINFORCEDNOTES AND QUANTITIES / 0° SKEWPARALLEL WING HEADWALLTRAILTRAILTRAIL CENTERLINEOF TRAILPLAN AND PROFILE LAYOUTCENTERLINEOF TRAILOUTLET = BOTTOM OFFROST TROUGH980.00INLET = BOTTOM OFFROST TROUGH986.00TOP OF TRAIL992.00EXISTINGGROUNDSURFACEPROPOSEDGROUNDSURFACEPROPOSEDGROUNDSURFACEEDGE OF TRAIL991.90EDGE OF TRAIL991.902.5%FLOWLINE GRADE = 6.74%1.3%991.67987.992:1 SLOPE3:1 SLOPESOUTHCENTERLINE OFBOX CULVERT992.00SCALE = NONELOW LEVEL RELEASE PIPE FOOTINGSECTION ASECTION B18" PVCBASIN DRAINCONCRETE FOOTING18" PVCBASIN DRAINCONCRETEFOOTING6 - #5 HORIZ.BARS#3 BARS AROUNDHORIZ. BARS AT 10" O.C.SCALE = NONEINSTALL ALONG EACH HEADWALL12" PN 160106Weld all components with 1/4 inch fillet welds. Grindweldsand connections as requried to provide a smooth surface,free of burrs.Field paint safety rail after installation as specified in thecontract documents.8'-0" max. Post Spacing4" max.3'-6" min.4" max.Attach railing to concrete headwall with baseplate and anchor rods. See anchorplate detail.2-1/2" x 2-1/2" Bottom Rail2-1/2" x 2-1/2" Posts2-1/2" x 2-1/2" Top Rail5"Four 1/4" plates.Weld to postside of rail only.EXPANSION SLEEVE DETAILProvide expansion joint at 48'-0"max. spacing (top and bottomrail. See expansion sleeve detail.1Detail shown is for top rail. Expansionjoint for bottom rail is similar.1ANCHOR PLATE DETAIL6"3-3/4"5" x 5" x 1/4"Anchor Plate2-1/2" x 2-1/2" Post1/2" Expansion1-1/8"5"Ground Line1" Square PicketsGUARDRAILSCALE = NONE36"C-411BOX CULVERTPLAN PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18M:\LAND PROJECTS 2016\160106\DWG\C5 DETAILS.DWG 6/12/2018 9:32:53 PM C-501DETAILS SHEET3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILL8" P.C.C.3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILL24"NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN8" PCC#5 BARS 24" O/CBOTH WAYSNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN2. ALL REINFORCEMENT SHALL BE EPOXY COATED.12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)7" P.C.C.3"4.5"6"7"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"6" P.C.C.3"4.5"6"6"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"123Locate 'DW' joint at a mid-panel location between future'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or'CD' joint.Place bars within the limits shown under dowelassemblies.'RT' joint may be used in lieu of 'DW' joint at the end ofthe days work. Remove any pavement damaged due tothe drilling at no additional cost to the ContractingAuthority.4Saw 'C' joint to a depth of T/3.675Bar supports may be necessary for fixed form paving toensure the bar remains in a horizontal position in theplastic concrete.Sawing or sealing of joint not required.The following joints are interchangeable, subject to thepouring sequence: 'BT-1', 'L-1', and 'KT-1' 'KT-2' and 'L-2' 'KT-3' and 'L-3'12" to 34''Top of PavementSealantSECTION A-A(Detail at Edge of Pavement)DETAIL CJoint Sealant Material14'' ± 116'' Saw Cut1 14'' ± 14'' Saw Cut14'' ± 18''Crack orJoint LineAAPavement EdgeSee Detail C THole Diameter 18''Larger than Dowel818'' Long 3/4" Dowelat 12'' Centers9'' min.9'' min.'RD'ABUTTING PAVEMENT JOINT8Edge with 1/4 inch tool for length of joint indicated ifformed; edging not required when cut with diamondblade saw. Remove header block and board whensecond slab is placed.T/2TSee Detail A or BT30'' Long Tie Barat 12'' Centers321'C'CONTRACTION JOINT'DW'DAY'S WORK JOINT(Non-working)5730'' Long #4 BarsSee Detail ESee Detail D-1 or D-276'KT-1'ABUTTING PAVEMENT JOINT - KEYWAY TIE'L-1'CONTRACTION JOINT14'' ± 116'' Saw CutJoint Sealant Material14'' ± 18''Saw Cut4AACrack orJoint Line18'' to 516'' Saw CutJoint Sealant Material14'' ± 18''1 14'' ± 14''Crack orJoint LineAADETAIL B(Saw cut formed by approved early concrete sawing equipment.)DETAIL A(Saw cut formed by conventional concrete sawing equipment.)at 30'' Centers36'' Long #4 Barsat 30'' CentersT/21'' + 14'' or - 18''1"2"DETAIL ECrack orJoint LineT/3 ± 14''Crack orJoint LineT/3 ± 14''Joint Sealant Material18'' ± 116'' Saw Cut14'' ± 116'' Saw CutDETAIL D-1DETAIL D-213(Required when the Department of Transportationis not the Contracting Authority, or whenspecified in the contract documents)(Required when the Department of Transportationis the Contracting Authority, or whenspecified in the contract documents.)TYPE 1 PAVEMENT SECTIONSCALE NONE1C-501TYPE 2 PAVEMENT SECTIONSCALE NONE2C-501TYPE 3 PAVEMENT SECTIONSCALE NONE3C-501TYPE 4 PAVEMENT SECTIONSCALE NONE4C-501JOINTING DETAILSSCALE NONE8C-501BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE10C-501SIDEWALK DETAILSCALE NONE11C-501FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE48"20"6" DIA WEATHERED(COR-TEN) STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEINSTALL BOLLARD 27" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARDCLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVEDPARKING) SIGN2"x2" SQUARE BLACK POWDERCOATED STEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANSSTEEL POLE CEMENTEDINTO BOLLARD CENTERNOTE: FOR HANDICAP STALLSIN FRONT OF CURB, INSTALLPOLE 2' FROM BACK OF CURB.DIRECT BURY POLE 4' MIN INTOGROUND WITHOUT INSTALLINGBOLLARD24"36"60"1/2" FOAM AROUND BOLLARDSEAL FOAM W/ GRAY MASTICJOINT SEALANT6"BOLLARD W/ PARKING SIGN DETAILSCALE NONE5.75' TO EDGE OF SIDEWALK16C-501XXX#4 @ 12" O.C.THUS:60"36"#4 @ 12" O.C.STRUCTURALSTOOP-SEE STRUCTURALKEYEDJOINT4" VOID FORMSX WIDTH OFSIDEWALK2"5'-0"SIDEWALK1/4" EXPANSION JOINTFILLED W/ GRAYMASTIC JOINT SEALANT12"6" PCC12"STRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONE5C-50112"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5" 5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE6C-5015"MOW STRIP DETAILSCALE NONE15C-5011" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANTPER FENCEMANUFACTURER6"5" PCC6"GRASS FLUSH WITHEDGE OF CONCRETETROWEL JOINTAT EVERY POST12"9"5"36"25 1/2"25"8"1 1/2"NOTES:1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES ARE PER ASME Y14.5M-1994.2. ALL DIMENSIONS ARE AFTER PLASTISOL COATING.3. INSTALL PER WABASH VALLEY MANUFACTURING RECOMMENDATIONS.WABASH VALLEYBL100N 36" BIKE RACKOR APPROVED EQUALBIKE RACK DETAILSCALE NONE9C-501TENSION BARDOME POST CAP WITH SETSCREW OR POST WELDEDWIRE TIES. 12" O.C. TIES ALONG TOP,INTERMEDIATE, AND BOTTOM RAILSMIDDLE OR BRACE RAIL, ALL SECTIONSADJUSTABLE TRUSS ROD.COMPACTED SUBGRADEBLACK VINYL COATEDCHAIN LINK FABRIC(SEE SPECIFICATIONS)TENSION OR FABRIC BANDSEE PLAN BOTTOM RAIL. 2" MAX BETWEEN TOP ANDBOTTOM OF SPECIFIED RAIL.TURNBACKLEMAX 10'-0"TOP BRACE RAILLINE POSTEND, CORNER, OR GATE POST.VARIES, SEE PLANCHAIN LINK FENCE DETAILSCALE NONE13C-501NOTES:1.FENCE FABRIC SHALL BE SECURED TO GATEFRAMES WITH KNUCKLED SELVAGE ALONG ALLEDGES FOR ALL TYPES CHAIN LINK FENCEINSTALLATIONS.2.REFER TO SPECIFICATION - SECTION 02830 FOR ALLPIPE SIZING, WIRE FABRIC GAUGES, FOOTING SIZES& OTHER APPLICABLE INFORMATION.3.ALL CONCRETE FOOTINGS AROUND POSTS ATGROUND LINE SHALL BE MOUNDED & SLOPED FORPOSITIVE DRAINAGE.4.ALL FENCE AND FABRIC SHALL BE BLACK VINYLCOATED PVC. SEE SPECIFICATIONS.5.ALL FENCES SHALL SWING IN BOTH DIRECTIONSUNLESS OTHERWISE NOTED ON PLANS.PCC FOOTING DEPTH PERMANUFACTURER RECOMMENDATIONSCHAIN LINK FENCE GATE DETAILSCALE NONE12C-501TOP RAIL PROTECTION (WHERE NOTED ONPLANS) SHALL BE MODEL 332F106 OR 332F256,YELLOW IN COLOR, OBTAINED FROM PORTERATHLETICS OR APPROVED EQUAL & COME WITHCABLE TIES TO SECURE TO TOP FENCE RAILPER FENCEMANUFACTURER6"SIDEWALKNOTES:1. CONTRACTOR MUST PLACEFENCE POST PRIOR TO SIDEWALKINSTALLATIONSEE LAYOUT PLANFOR WIDTHFENCE IN SIDEWALK DETAILSCALE NONE14C-5011" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANTSIDEWALK BEHIND CURB DETAILSCALE NONE7C-501CURB & GUTTERSEE OTHER DETAILSPARKING LOT PAVEMENT3"5"1/2" EXPANSION JOINT5" PCC SIDEWALK (C-4 MIX)SLOPE PER GRADING PLAN, 1.5% DESIGN, 2% MAXTOP HINGE(90° SWING)TOP RAIL8'-12' HIGH FENCE:INTERMEDIATE RAIL4'-6' HIGH FENCE: NOINTERMEDIATE RAILBOTTOM RAILBOTTOM HINGE(90° SWING)HEAVY-DUTY &LOCKABLE FORKLATCHPCC FOOTING DEPTH PER FENCEMANUFACTUER RECOMMENDATIONSGENERAL SITE DETAILSNYLOPLAST COUPLING(ADS CODE 1579 AG)SCH. 40 PVC TO N-12(REDUCING COUPLINGAS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE19C-501TRANSFORMER PAD MOAT DETAILNOT TO SCALE20C-501CONTRACTOR TO INSTALLREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICANSTANDARDS) REFERENCEELECTRICAL PLANSTRANSFORMER3'3'3'3'3" RIVER ROCK,SCREENEDDURAEDGE 1/8"STEEL EDGING,COLOR GREENREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3" RIVER ROCK,SCREENED3'2' 2'3'LINE TRENCH WITH SILTFENCE FABRIC (OROTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)DURAEDGE 1/8"STEEL EDGING,COLOR GREEN18" MIN STORM OR SANITARY SEWERWATER MAINLOCATED ONE FULL LENGTH OF PIPESO BOTH JOINTS ARE AS FAR ASPOSSIBLE FROM THE WATER MAINWATER MAIN & STORM OR SANITARYSEWER CROSSING DETAILSCALE NONE21C-501NOTES:1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW A WATER MAIN.2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUMOF 18" OF SEPARATION.3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN.4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES.5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS.6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING.7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATERMAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ON FULL LENGTH OF STORM SEWER PIPE OFWATER MAIN MATERIAL OR RCP WITH GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443.6"-18"WATER MAINSLOPECURB & GUTTERSEE OTHER DETAILS6" PERFORATED PIPE(PERFORATIONS DOWN)12" MIN2" MIN 12"2' MIN (UNLESS OTHERWISE NOTED)POROUS BACKFILLOR PEA GRAVELEXTEND ROCK TOEDGE OF PAVEMENTSUBDRAIN DETAILSSCALE NONE23C-501SUBDRAIN BEHIND CURBSUBDRAIN UNDER PAVEMENTPAVEMENTSEE OTHER DETAILSSUBGRADE PREPSEE OTHER DETAILS12" MIN2" MIN 3' MIN (UNLESS OTHERWISE NOTED)POROUS BACKFILL(IOWA DOT SPEC 4131OR EQUAL)NOTE: CONTRACTOR SHALL INSTALL SUBDRAINSUCH THAT NO LOW SPOTS EXISTS. MINIMUMDEPTHS MAY BE ADJUSTED TO MAINTAIN SLOPE.SUBDRAIN OUTLET DETAILSCALE NONE24C-501PVC & N-12 PIPE BEDDINGSCALE NONE22C-501STORM CLEANOUT DETAILSCALE NONE25C-501NORMAL POND ELEVATIONPOND BOTTOM6'1'100-YEAR ELEVATION3'1'10'12" MIN DEPTHCLAY LINER1'2'1'FLEXAMAT TO EXTENDFROM 1' BELOWNORMAL POND TO 1' ABOVE(SEE SWPPP FOR INSTALLATION DETAILS)DETENTION POND CROSS SECTIONSCALE NONE27C-501 PL6" PCC CURB6" PCC CURBROW = 100' PL1/2 ROW = 50'1/2 ROW = 50'18.5'18.5'25.5'20.5'10'1'4%2%2%FUTURE 37' B/B STREET CROSS SECTIONSCALE NONE31C-5014%12.5'12'12.5'1.5%FUTURE 5" PCC TRAILFUTURE 5" PCC WALK5'1'FUTURE SUNRISE DR 4-LANE CROSS SECTIONSCALE NONE30C-501PAVEMENT THICKNESSTN 6TH STREET8"SUNRISE DRIVE (EAST HALF)9" PL6" PCC CURB6" PCC CURBROW = 120' PL1/2 ROW = 60'1/2 ROW = 60'26'26'20.5'15.5'10'1'4%2%2%4%13'13'13'1.5%FUTURE 5" PCC TRAILFUTURE 5" PCC WALK5'1'2%7.5'7.5'13'15'2%1.5%1.5%FUTURE DOUGLAS PKWY 4-LANE CROSS SECTIONSCALE NONE29C-501 PL6" PCC CURB6" PCC CURBROW = 150' PL1/2 ROW = 75'1/2 ROW = 75'26'26'28'23'10'1'4%2%2%4%13'13'13'1.5%FUTURE 5" PCC TRAILFUTURE 5" PCC WALK5'1'2%15'15'13'30'2%1.5%HOUTLETINLETOUTLETINLETTOP VIEW OF SUMPSIDE VIEW OF SUMPMOUNTING FLANGE1" PVC ANTI-SIPHONPIPE ADAPTERREMOVABLE WATERTIGHTACCESS PORT, 6"-10" OPENINGOUTLET PIPE (HIDDEN)CONFIGURATION DETAILINSTALLATION DETAILDFRONT VIEWSIDE VIEWSNOUT,SEE DETAIL 2SNOUT,SEE DETAIL 3STRUCTURE WITH BMP SNOUT DETAILSCALE NONE28C-501NOTES:1.ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURESSHALL BE AS MANUFACTURED BY:BEST MANAGEMENT PRODUCTS, INC.53 MT. ARCHER RD.LYME, CT 06371(860) 434-0277, (860) 434-3195 FAXTOLL FREE: (800) 504-8008 OR (888) 434-0277WEB SITE: www.bmpinc.comOR PRE-APPROVED EQUAL2.ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITEWITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATETHICKNESS.3.ALL HOODS LABELED AS "HEAVY DUTY" (HD) SHALL BE CONSTRUCTED OF A GLASSRESIN COMPOSITE WITH 1708 BIAXIAL FABRIC REINFORCEMENT AND ISO GEL COATEXTERIOR FINISH WITH A MINIMUM 0.140" LAMINATE THICKNESS.4.ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTINGFLANGE, AND AN ANTI-SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEECONFIGURATION DETAIL)5.THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPESIZE AS PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGERTHAN PIPE SIZE).6.THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCEEQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FORPIPES <12" I.D.7.THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND AMAXIMUM OF 12" ACCORDING TO STRUCTURE CONFIGURATION.8.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BEFINISHED SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHEDFLUSH TO WALL.9.ALL STRUCTURE JOINTS SHALL BE WATERTIGHT.10.THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8'STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BYMANUFACTURER. (SEE INSTALLATION DETAIL)11.INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURERSUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE:A.INSTALLATION INSTRUCTIONSB.PVC ANTI-SIPHON VENT PIPE AND ADAPTERC.OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKINGD.3/8" STAINLESS STEEL BOLTSE.ANCHOR SHIELDSUS Patent # 6126817, 7951294, 7857966, 8512556Canada Patent # 2285146, 2690156, 2690156 others pendingSLOPE VARIES,6:1 TYPICALBMP SNOUT TABLESTRUCTURE #STRUCTURE TYPEBMP SNOUT #DIAMETER (D)SUMP (H)101SW-50252RTB7224"6'131ASW-40172RTB9630"7.5'251SW-50242RTB6018"5'261ASW-40172FTB30"7.5'321ASW-40248FTBHD30"6.5'DDCASTINGVARIES5"13"PCC WALKTHICKENEDWALK EDGEREINFORCEMENT:#4 LONG. BARS &#4 VERT. BARS 24" O.C.12" DIA.12"24"18"W X 18"H PCCBEAM CURBREINFORCEMENT:#4 LONG. BARS &#4 VERT. U BARS24" O.C.4' BLACK VINYL FENCE MEASUREDFROM TOP OF CURB-POSTS IN CENTER OF BEAM CURB-FENCE FABRIC ON PLAYGROUNDSIDE OF POSTSFENCE POST FOOTING:-TOP OF FOOTING SHALL BE19" BELOW TOP OF CURB-DEPTH PER MANUFACTURERRECOMMENDATIONS12" DIA7"GRASS FIELD SLOPINGAWAY FROM FENCE(SEE GRADING PLAN)SLOPE1" FOAM AROUND FENCE POSTSEAL FOAM W/ GRAY MASTICJOINT SEALANTNOTE: WORK SHALL BE PERFORMEDBY THE CONTRACTOR UNLESSNOTED OTHERWISEPLAYGROUND SECTION B-BSCALE NONE17C-501PLAYGROUND SECTION B-BSCALE NONE18C-5017"PLAYGROUND MATERIALTO BE INSTALLED BYOWNER2" MIN 10" MINSUBDRAIN3/4" CLEANLIMESTONETROWEL JOINT @EVERY POST2" MIN10" MINSUBDRAIN3/4" CLEANLIMESTONEPLAYGROUND MATERIALTO BE INSTALLED BYOWNER6" MODIFIED SUBBASETPAVEMENT THICKNESSTSUNRISE DRIVE (WEST HALF)9"TT 6" MODIFIEDSUBBASEPAVEMENT THICKNESSTDOUGLAS PARKWAY10"6" MODIFIEDSUBBASETTSTEPS W/ HANDRAIL DETAILSCALE NONE26C-501AAPLANSECTION A-APossibleSidewalkPossibleSidewalkx1SidewalkISOMETRIC12RiseTreadx234y6"5"4"z12"15"16"Minimum riser height is 4 inches.Maximum riser height is 7 inches.Minimum tread depth is 11 inches.Match existing sidewalk width.Construct cross slope of landing tomatch adjacent sidewalk.1"foam between pole & concrete.Seal foam with gray mastic joint sealant.121.5%Provide a minimum of 2 inches of coverfor all reinforcing.Ensure all risers are an equal heightand all treads are an equal depth withina flight of stairs.334#4 @ 18" C-C#4 @ 12" C-CPOSTHANDRAILLENGTH (AS SPECIFIED)WIDTH (AS SPECIFIED)412" MIN BEYONDRISERz5'-0" MAX#48"2'-0"8" MIN#4 @ 12" C-C#4 @ 18" C-C1" PREFORMEDEXPANSION JOINT1'-5" TO1'-7"12" MIN BEYONDRISER2'-10" TO 3'-2"zy1"1/2" MAX RADIUS36" MIN2" DIA STEEL HANDRAILW/ BLACK HP COATINGSidewalk553' MIN, TYPSET POST IN HOLE &ENCASE IN CONCRETE SYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATEBASE COARSE AGGREGATECOMPACTED SUBGRADEENGINEERING FABRICSEE OTHER DETAILSTURF ACCESS COVER WITH EDGINGSEE DETAIL 6 SHEET C-502FOOTBALL GOALPOSTREF ARCH FOR SPECSGOAL POST ANCHORING BYFOOTBALL GOAL MFR.5'-6" MIN3'-6" DIA MINFOOTBALL GOAL FOUNDATION DETAILSCALE 1"=1'-0"1'-0"4'-0" MIN8-#6 VERT w/#3 SPIRALTIES @ 12" O.C.TYP.3" CLR.5C-502POLYURETHANE ALL-WEATHER TRACKSURFACEHMA SURFACE6"2"x 4" EXTERIORTREATED WOOD NAILER2 1/2" 6"SYNTHETIC GRASSSEE OTHER DETAILS1 1/2"HMA BASE COURSE1.5%1/2"1.5%ASPHALT ROCKSUBBASE,SEE PROJECTSPECIFICATIONS10'-0"CLPIPE DIA PLUS 4"1 3/4"2"0.5%COMPACTED SUBGRADEUNDISTURBED SUBGRADESLOTTED N-12 PIPESIZE AS SHOWN ON PLANS2" MIN SYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATEBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONS0.5%1%1%ENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUAL0.5%0.5%1%0.5' TO EDGE OF CURB1.5' TO LANE LINE #12.16' TO MEASURE LINE29.50' TO LANE LINE #829.83' TO OUTSIDE EDGE OF TRACK / EDGE OF MOW STRIPINSIDE EDGE OF CURBBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONSMIN 4,000 PSI CONCTURF ACCESS COVERFINISH COARSEAGGREGATESYNTHETIC GRASSSURFACINGBASE COARSE AGGREGATE2"x4" TREATED BOARDUTILITY STRUCTURE3" RUBBER EDGINGWITH EDGING DETAILSCALE 1"=1'-0"6C-502COMPACTED SUBGRADE1 1/2"DOUBLE 3/4" PLYWOOD2-1/2" FIELDTURF SET ON LIDTURF ACCESS COVER WITH EDGINGSEE DETAIL 6 SHEET C-502HANDBOX W/ TURFCOVER DETAILSCALE 1"=1'-0"101" CLEAN LIMESTONE-DEPTH OF ROCK AS NECESSARY (15" MIN) TOCONNECT TO TRACK & FIELD ROCK-INSTALL 2" SUBDRAIN & CONNECT TO STORMSEWER SYSTEM IF UNABLE TO CONNECT TOTRACK & FIELD ROCKPLYWOOD WRAPPED IN ARTIFICIAL TURF, EDGES HELDUNDERNEATH WITH ALUMINUM CLAMP PLATE & BOLTSTREATED PLYWOOD. VERIFY THICKNESS TO MATCHFINAL GRADES FLUSH @ SURFACE (PREFER 2"x3/4"GREEN TREATED PLYWOOD IF POSSIBLE)UNDISTURBED SUBGRADE30"Lx18"Wx14"D F900 GILL VERSACOM BOX TURF VERSIONUTILITY STRUCTURE FOR WATER, ELECTRICAL, &COMMUNICATION. COORDINATE EXACT LOCATION & NUMBEROF BOXES W/ CIVIL, MECHANICAL, & ELECTRICAL PLANS-MOUNTED FLUSHHMA SURFACE2 1/2" 6" 1 1/2"HMA BASE COURSE1.5%1/2"1.5%UNDISTURBED SUBGRADEENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUALACO SPORT SLOT DRAINSYSTEM 3000BASE COURSEAGGREGATEEXTEND TRACKSURFACING TO SLOT DRAIN997.591'-0"COMPACTED SUBGRADE9.93', TYPSLOTTED N-12 PIPESIZE AS SHOWN ON PLANSPIPE DIA PLUS 4"2" MINBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONS118.50' TO CENTER OF SLOT DRAIN120.07' TO LANE LINE #1120.73' TO MEASURE LINE148.07' TO LANE LINE #8148.40' TO OUTSIDE EDGE OF TRACK / EDGE OF MOW STRIPRADIUS POINTSCALE 1"=1'-0"C-5022SLOPE VARIES (SEE PLAN)VARIES, 1% MIN6" MIN6"VARIES-6" MINROCK DEPTHSLOPE VARIES (SEE PLAN)6"x12" PCC CURBCOMPACTED SUBGRADEUNDISTURBED SUBGRADECOMPATED SUBGRADE5.7"4"4"5.7"4"1/2"#4 BAR CENTEREDIN CONCRETE CURB2"x4" EXTERIOR TREATEDWOOD NAILERSYNTHETIC GRASSSEE OTHER DETAILSTRACK AND FIELD SECTION 'B-B' THROUGH PAVED "D" ZONE1'-9"4' BLACK VINYL COATEDCHAIN LINK FENCEPER FENCEMANUFACTURER1" FOAM BETWEEN POLE &CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANTSLOPE PER GRADING PLAN6"COMPACTEDSUBGRADE998.03997.59SYNTHETIC GRASS SURFACINGFASTEN A TREATED 2X4 TO THE SIDE OF THEVERSACOM BOX FOR THE TURF TO BE STAPLED TOFINISH COURSE AGGREGATEBASE COURSE AGGREGATE(ROCK DEPTH SHALL BE CONSISTENTWITH SURROUNDING ROCK)LAP TURF OVER THE EDGE OF THE VERSACOM BOX & CLAMPIT TO THE LEDGE WITH PROVIDED CLAMPING STRIPS &HARDWARE.C-502NOTE: INSTALL PERMANUFACTURER'SRECOMMENDATIONSHANDHOLE W/ FLUSH COVER DETAILSCALE 1"=1'-0"1115" DEEP (MIN) 1" CLEANLIMESTONE30"LX18"WX14"D F900 GILL VERSACOM BOX TURFVERSION UTILITY STRUCTURE FOR WATER,ELECTRICAL, & COMMUNICATION. COORDINATEEXACT LOCATION & NUMBER OF BOXES W/ CIVIL,MECHANICAL, & ELECTRICAL PLANS-MOUNTED FLUSHC-502NOTE: FIELD SURFACESLOPE VARIES IN 'D'-ZONESEE GRADING PLANENGINEERING FABRIC - MIRAFI 160NOR US 160NW OR APPROVED EQUALLINING PIPE TRENCHENGINEERING FABRIC - MIRAFI 160NOR US 160NW OR APPROVED EQUALLINING PIPE TRENCH#4 BAR CENTEREDIN CONCRETE CURB6"x12" PCC CURBPIPE DIA PLUS 4"PEA GRAVEL6" SUBDRAINMIN DEPTH=3'1%PIPE DIA PLUS 4"6" SUBDRAINMIN DEPTH=3'CONCRETE1'-0"NOTE: INSTALL MOW STRIP IN AREAS SHOWNON PLANS. INSTALL WALK OUTSIDE TRACK INAREAS SHOWN ON PLANS.998.036" PCC MOW STRIP-PLACE 'C' JOINT EVERY 10'TO A DEPTH OF 3/4"1'-9"4' BLACK VINYL COATEDCHAIN LINK FENCEPER FENCEMANUFACTURER1" FOAM BETWEEN POLE &CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT6"NOTE: INSTALL MOW STRIP IN AREAS SHOWNON PLANS. INSTALL WALK OUTSIDE TRACK INAREAS SHOWN ON PLANS.PIPE DIA PLUS 4"2" MIN 1%997.93997.23996.980.5%0.5%1%996.79996.63996.89996.74996.64996.64VARIES1% MINVARIES ASPHALT ROCKSUBBASE,SEE PROJECTSPECIFICATIONSPEA GRAVELEDGE OF MOW STRIP1%1%0.5%0.5%0.5%0.5%998.18997.48CENTER OF FIELD NOTES:1.SEE GRADATIONS IN PROJECT SPECSFOR AGGREGATE SPECIFICATIONS.2.WIDTH OF PERFORATED PIPE TRENCHMAY INCREASE DUE TO PIPE DEPTHFOR CONSTRUCTION PURPOSES.CONTRACTOR MUST TAKE THISINTO ACCOUNT IN BID.3.WHEN LAYING THE PERFORATEDPIPE AROUND THE RADIUS,THE CONTRACTOR CAN USE 22.5°BENDS TO FOLLOW THE BASIC LAYOUT0.5%0.5%1%COMPACTED SUBGRADEUNDISTURBED SUBGRADEBASE COARSE AGGREGATE1 3/4" 2" VARIES1'-0"FINISH COARSE AGGREGATELCCENTER LINE OF FIELD1'-0"1'-6"CONCRETE PIT CURBSYNTHETIC GRASS SURFACING4" SUBDRAINLCCENTER LINE OF PITFIELD SECTIONSCALE 1"=1'-0"LONG JUMP PIT SECTIONSCALE 1"=1'-0"SAND FILL: NATURAL RIVER OR BANK SAND; WASHED, FREE OF SILT, CLAY,LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER; GRADEDIN ACCORDANCE WITH ASTM C136; WITHIN THE FOLLOWING LIMITS:SIEVE SIZEPERCENT PASSINGNO. 16 100NO. 3097 TO 100NO. 5080 TO 90NO. 10015 TO 20 NO. 200 0 TO 3C-502C-50238ENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUALLONG JUMP TAKEOFF BOARD DETAILCOMPACTED GRANULAR FILLTAKE OFF BOARD ASSEMBLY,SEE SPECIFICATION 11 68 10CONCRETESCALE 1"=1'-0"SEE MFR REQ'SSEE MFR REQ'S HMA SURFACEHMA BASE COURSEASPHALT ROCKSUBBASE,SEE PROJECTSPECIFICATIONSTRACK SURFACING9COMPACTED SUBGRADE4" PVC DRAINAGE PIPEOUTLET INTO SUBDRAINC-502ENGINEERING FABRIC - MIRAFI 160NOR US 160NW OR APPROVED EQUALSCALE 1"=1'-0"C-5021TRACK AND FIELD SECTION 'A-A'997.15996.71997.15996.71POLYURETHANE ALL-WEATHER TRACKSURFACE4" SUBDRAINOUTLET PIPE INTO FIELDSUBDRAIN SYSTEMSLOPE PER GRADING PLAN6" PCC MOW STRIP-PLACE 'C' JOINT EVERY 10'TO A DEPTH OF 3/4"CONCRETE PAVINGSEE OTHER DETAILS1" FOAM BETWEEN BOX & CONCRETESEAL FOAM W/ GRAY MASTIC JOINTSEALANTFOOTING SIZE & REINFORCING SHOWN IS THE MINIMUMFOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER998.00997.63CONCRETE SIDEWALK998.00CONCRETE SIDEWALKEDGE OF MOW STRIP4'-0" MINIMUM1" FOAM BETWEEN SIDEWALK& SCOREBOARD FOOTINGSEAL FOAM W/ GRAY MASTICJOINT SEALANTSCOREBOARD SUPPORT(REF STRUCTURAL)SCOREBOARD FOOTINGFOOTING SHALL BE PLACEDPRIOR TO TRACK PAVEMENT(REF STRUCTURAL)EDGE OF MOW STRIPCONCRETE SIDEWALKCONCRETE SIDEWALK4' BLACK VINYL COATEDCHAIN LINK FENCEFENCE POST FOOTING DEPTHPER MANUFACTURERSLOPE TOP TO SHED WATERSCOREBOARD PLACEMENT DETAILSCALE 1"=1'-0"14C-5026" WIDE, 3" TALLINTEGRAL CURB13' B/B 5'0.5'12'4.5'CONCRETE WALL(REF STRUCTURAL)CONCRETE WALL(REF STRUCTURAL)4.5' WIDE, 3" TALLTURNED DOWN WALK7" PCC DRIVE5' WIDE, 5" PCC WALK4' WIDE, 8' TALLPEDESTRIAN GATE12' WIDEVEHICLE GATEDUCKBILL HOLDBACKATTACHED TO WALL W/ EPOXYANCHORS TO HOLD GATE OPENFACE OF CURB TOMATCH EDGE OFTURNED DOWN WALKFENCE ON TOP OF WALLFENCE ON TOP OF WALL0.5'6" WIDE, 3" TALLINTEGRAL CURBATTACH GATE TO WALL W/5/8" EPOXY ANCHOR W/ 6"EMBEDMENT INTO WALL12' WIDE GATE12'4' WIDE GATE4.5'4.5' WIDE, 3" TALLTURNED DOWN WALK3"FENCE ON TOP OF WALLSEE OTHER DETAILSHEAVY DUTY LOCKABLEFORK LATCH ON ONE GATEATTACH GATE TO WALL W/5/8" EPOXY ANCHOR W/ 6"EMBEDMENT INTO WALLDROP ROD W/ 1" STEELPIPE IN CONC ON GATEWITHOUT LATCH1" EXPANSION JOINTBETWEEN WALL & PVMT1" EXPANSION JOINTBETWEEN WALL & PVMTHEAVY DUTY LOCKABLEFORK LATCH ON ONE GATEDUCKBILL HOLDBACKATTACHED TO 2" DIAMTER POLETO HOLD GATE OPENTUNNEL GATE DETAILSCALE: 1"=10'C-60215ASPHALT W/ TRACK SURFACING(MATCH TRACK SECTION)10'-4"25'-0"156'-0"4'-0"3'-6"TAKE OFFBOARD8'-0"VERIFY w/OWNER2" STRIPEMARKING1'-0"1'-0"1'-0"0.5% SLOPE DOWN AWAY FROM FIELDC-5029SCALE 1/8"=1'-0"LONG JUMP PLAN7C-5023'-6" 2" 2" 10'-4"25'-0"4'-0"3'-6"TAKE OFFBOARD8'-0"VERIFY w/OWNER1'-0"1'-0"1'-0"1%C-5028C-50293'-6"1%4" DRAINTILE2" 2"1%1%6" 6"6" CONCRETEBEAM CURBCENTER OFSAND PITCENTER OFSAND PITC-50284" DRAINTILERANGE OF SHOTPUT THROW, TYPCONCRETE PAD TO BE 2"ABOVE ADJACENT GRADE(WHEN ABUTTING GRASS)8" THICK CONCRETE PAD W/#4 BARS @ 12" O/C EACH WAY,HARD TROWEL FINISH, VERYLIGHT BROOMRANGE OF DISCUS THROW, TYP8" THICK CONCRETE PAD W/#4 BARS @ 12" O/C EACH WAY,HARD TROWEL FINISH, VERYLIGHT BROOM10' BLACK VINYL COATEDCHAIN LINK FENCE W/HORIZONTAL BRACINGAS REQUIRED, TYPINSTALL FENCE 6"INTO CONCRETE PADSHOT PUT & DISCUS PAD DETAILSCALE: 1"=10'C-60212CONCRETE PAD TO BE 2"ABOVE ADJACENT GRADE(WHEN ABUTTING GRASS)INSTALL DISCUS RING, TYPSEE SPECIFICATIONSINSTALL SHOT PUT RING, TYPSEE SPECIFICATIONS18'18'18'0.5'0.5'15.5'0.5'12'12'3.55' 3.5 5 ' 12' 4.9 7 '4.97'12'12'1.99'0.5'16.73'4'4'2'2' 8' 4'4'12'14'20'INSTALL FENCE 6"INTO CONCRETE PAD33°45°10' BLACK VINYL COATEDCHAIN LINK FENCE W/HORIZONTAL BRACINGAS REQUIRED, TYP12'12'15.5'0.5'32'30'8'8'16'8'2' DIAMETER POSTFOOTING, TYPSEE DETAIL X/-C5021' DIAMETER NETANCHOR FOOTING, TYPSEE DETAIL X/C-50210'-10" 14'-5" 10'-10" 10'-2" 4'-7"3'-8"7'7'12'-8"7'-2"8"INSTALL DISCUS RING, TYPSEE SPECIFICATIONS8" THICK CONCRETE PAD W/#4 BARS @ 12" O/C EACH WAY,HARD TROWEL FINISH, VERYLIGHT BROOMCONCRETE PAD TO BE 2"ABOVE ADJACENT GRADE(WHEN ABUTTING GRASS)RANGE OF DISCUS THROW, TYPSHOT PUT & DISCUS PAD DETAILSCALE: 1"=10'C-60213GILL ATHLETICSAPPOLLO DISCUS CAGE10'-0"20'-0" 30'-0"8'-0"FOUNDATION BOXCOVER BYGOALPOST MFRGOAL POSTSEE SPECIFICATIONSSYNTHETICGRASSSURFACINGFOOTBALL GOAL4C-502SCALE 1/8"=1'-0"R5'-0"5C-502PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18M:\LAND PROJECTS 2016\160106\DWG\C5 DETAILS.DWG 6/12/2018 9:32:59 PM C-502DETAILS SHEETTRACK AND FIELD DETAILS PROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18M:\LAND PROJECTS 2016\160106\DWG\C5 DETAILS.DWG 6/12/2018 9:32:59 PM C-503DETAILS SHEET1'-3"FINISHED GRADEINFIELD MATERIALWASHED SAND SUBBASE, ASSPECIFIEDPCC ANCHORCOMPACTED SUBBASEGROUND ANCHORAS SPECIFIED1'-0"6"2"1" 8"FINISHED GRADEWASHED SAND SUBBASEPCC ANCHORCOMPACTED SUBBASEDUAL GROUND ANCHOR ASSPECIFIED2'-0"1'-278"1'-11"8"1.5" 9.5" 3"1'-5"FINISHED GRADEHOME PLATE TO BE SUPPLIED BYOWNER, CONTRACTOR TO INSTALL.COORDIANTE REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONCOMPACTED SUBGRADEWASHED SAND SUBBASERED BALL DIAMONDAGGREGATE INFIELD MATERIALSEE SPECIFICAITONS4"4"SKINNED INFIELD SECTIONSCALE NONE10C-503WARNING TRACK SECTIONSCALE NONE11C-503COMPACTED SUBGRADEWASHED SAND SUBBASECRUSHED BRICK EXTRA FINEWARNING TRACK MATERIALSEE SPECIFICATIONS4"4"OUTFIELD & BASEBALL INFIELD SECTIONSCALE NONE12C-503COMPACTED SUBGRADETOPSOIL8"FOUL POLE DETAILSCALE NONE19C-503FOUL POLE TO BE SUPPLIED BYOWNER, CONTRACTOR TO INSTALL.COORDINATE REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONBASE TO BE SUPPLIED BY OWNER,CONTRACTOR TO INSTALL.COORDINATE REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONIMPACT BASE TO BE SUPPLIED BYOWNER, CONTRACTOR TO INSTALL.COORDINATE REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONFENCE, SEE OTHER DETAILS4"4" 6"FENCE, SEE OTHER DETAILSCOMPACTED SUBGRADEWASHED SAND SUBBASEWARNING TRACK MATERIALTOPSOILINSTALL DURAEDGE1/8" STEEL EDGING1'COMPACTED SUBGRADEWASHED SAND SUBBASEINFIELD MATERIALINFIELD MATERIALDOUBLE FIRST BASE DETAILSCALE NONE18C-503COMPACTED SUBGRADEWASHED SAND SUBBASEINFIELD MATERIAL4"4"PITCHING RUBBER DETAILSCALE NONE15C-503PITCHING RUBBER TO BE SUPPLIED BYOWNER, CONTRACTOR TO INSTALL.COORDIANTE REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONPCC FOOTING DEPTHPER MANUFACTURERRECOMMENDATIONSBASE DETAILSCALE NONE17C-503HOME PLATE DETAILSCALE NONE16C-503WARNING TRACK AT OUTFIELD FENCE DETAILSCALE NONE14C-503WASHED SAND SUBBASEINFIELD MATERIALCOMPACTED SUBGRADE8"TOPSOIL4"4"TURF INTERFACE DETAIL WITH INFIELDMATERIAL OR WARNING TRACKSCALE NONE13C-503WASHED SAND SUBBASECOMPACTED SUBGRADE4"4"WARNING TRACK MATERIALSODTOP OF SOD TO BE FLUSH WITHINFIELD MATERIAL8"TOPSOILSODTOP OF SOD TO BE FLUSH WITHWARNING TRACK MATERIAL8"1" FOAM BETWEEN POST & CONCRETESEAL FOAM W/GRAY MASTIC JOINT SEALANT8"BLACK VINYL CHAIN LINK FENCE FABRICON PLAYING FIELD SIDE. ATTACH WIND SCREENWHEN SHOWN ON LAYOUT PLAN AND PER SPECIFICATIONSTENNIS COURT SURFACESEE DETAIL 1/C-503GRANULAR SUBBASESEE DETAIL 1/C-5038"PCC FOOTINGFOOTING SIZE AND DEPTHPER FENCE COMPANY(SUBMIT DETAILED, IOWASTAMPED AND SEALEDCALCULATIONS PRIORTO CONSTRUCTION)8"ASPHALT PAVEMENTSEE DETAIL 1/C-503)GRANULAR SUBBASESEE DETAIL 1/C-503FENCE POST8"8"18"BLACK VINYL CHAIN LINK FENCE FABRICON PLAYING FIELD SIDEMOW STRIP PAVEMENT1" FOAM EXPANSIONJOINT SEALED WITH GRAYMASTIC JOINT SEALANTTENNIS COURT SURFACINGSEE DETAIL 1/C-503CONCRETE SIDWALK7C-50316" DIA PCC FENCEPOST FOOTINGMOUND TO DRAINAWAY FROM POSTFENCE POSTBLACK VINYLMOW STRIPSEE DETAIL 5/C-5032" ASPHALT FINISH COURSE6" MODIFIED SUBBASEIDOT 41233" ASPHALT BASE COURSEGEOTEXTILE FABRIC12" COMPACTED SUBGRADE18"CROWN PCC FOOTING TO DRAIN AWAYTENNIS COURT SURFACESEE DETAIL 1/C-503GRANULAR SUBBASESEE DETAIL 1/C-503PCC FOOTINGNET POSTTYPE PER SPECIFICATIONS42"COMPACTED SUBGRADENET POST IN GS-24 SLEEVECENTER NET STRAP(SEE SPECIFICATIONS)NET TIE DOWN ANCHORSEE DETAIL 4/C-503(SEE SPECIFICATIONS)NET(SEE SPECIFICATIONS)SEE DETAIL 1/C-503 FORPAVEMENT SECTION1/4" WIDE SAWED CONTROL JOINTT/3CONCRETE WALK5" PCC MOWSTRIPMOUND TO SLOPEAWAY FROM POSTBLACK VINYL CHAIN LINK FENCE FABRICON PLAYING FIELD SIDE. ATTACH WIND SCREENWHEN SHOWN ON LAYOUT PLAN AND PER SPECIFICATIONSTENNIS COURT SURFACESEE DETAIL 1/C-503GRANULAR SUBBASESEE DETAIL 1/C-503PCC CONCRETE FOOTINGCOMPACTED SUBGRADESEE DETAIL 1/C-50310"18"12"CENTER TIE DOWN ANCHORPLEXIPAVE STANDARD TENNIS COURTSURFACING - SEE SPECIFICATIONSTENNIS COURT SECTIONSCALE NONE1C-503TENNIS COURT SAWED CONTROL JOINT DETAILSCALE NONE2C-503TENNIS COURT FENCE IN MOW STRIP DETAILSCALE NONE5C-503MOW STRIP AT EDGE OF TENNIS COURT DETAILSCALE NONE6C-503CONCRETE WALKFENCE POST IN TENNIS COURT MOW STRIP DETAILSCALE NONE7C-503TENNIS COURT NET TIE DOWN ANCHOR DETAILSCALE NONE4C-503TENNIS COURT NET AND POST IN TENNIS COURT SURFACE DETAILSCALE NONE3C-5037C-5036C-5036C-503TENNIS COURT DETAILSBASEBALL/SOFTBALL DETAILSSOFTBALL/BASEBALL SLOTTED DRAIN DETAILSCALE NONE21C-503EXTEND TRENCHROCK TO BOTTOMOF SAND SUBBASEPIPE DIA+ 6" EACH SIDE2" MIN DEPTH PER PLANS POROUS BACKFILL(PEA GRAVEL)SLOTTED N-12(SEE UTILITY PLAN)SLOPE PER PLAN3"6"POROUS BACKFILL3"2" PERFORATED PIPE1"2" 12"SANDFINISHED GRADESOCCER/BASEBALL/SOFTBALL FIELD SUBDRAIN DETAILSCALE NONE20C-503SUBBASESEE DETAIL 11/C-503WARNING TRACK MATERIALSEE DETAIL 11/C-503GENERAL SITE DETAILS0" TO 6"CITY OF WAUKEE HYDRANT DETAILSCALE NONE25C-5036.7"NOTE: RESTRICTOR PLATE SHALL BE INSTALLED SUCH THATNO PIPES, OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTEDRESTRICTION PLATE DETAILSCALE NONE26C-503MANHOLE WALLINSTALL 1/4" ALUMINUMPLATE TO COVER ENTIREOUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" ALUMINUM EXPANSIONBOLTSOUTLET PIPE(BEHIND PLATE)1111AASECTION A-AUtility LinePlace flowable mortarto springline ofexisting utility.New SewerBedding in compliance withSUDAS Figure 3010.101Undisturbed SoilCompacted BackfillAllow flowable mortar fill to cure aminimum of 24 hours before placing backfillmaterial.Trim uncompacted backfill material awayfrom slopes before pouring flowable mortar.Side slopes of flowable mortar fill to be1:1 or greater. See Section A-AFLOWABLE MORTAR BACKFILL DETAILSCALE NONE27C-503 GGG GGGGGGGGGGGGGGGGGGGG50' - 0"16' - 0" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"GREENHOUSE(BID ALTERNATIVE)STST ST ST ST ST ST ST STST STSTST STST STSTSTST ST ST STST ST ST ST ST ST STSTSTST STSTSTDSTSTDDW W HYDHYDWWWWWW W W SAN 15"SAN 15" SAN SAN SAN SANSAN15"SAN15"SAN 24"SAN 24"SAN 24"SAN 24"SSAN8"SAN8"SAN8"SAN8"SSSSSSAN SAN SAN SAN SSSSAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN24"SAN24"SAN24"SSAN24"SAN24"SAN24"SSAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSANSANSST STST ST ST STSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTDST DDST ST ST ST ST ST 9741000100110 0 0 99 8 99 9 10 0 1 1002 100210031 0 0 1 1 0 0 2 10021003 100399799899 5 1000 993 994 99 6 99 7 99 8 99 9 9859869849759749659949 9 5 1 0 0 0 99 4 9 9 6 9 9 7 9 9 8 9 9 9995 10009949969979989999 9 5 9949 9 6 9 9 7 9 9 8 9999999951000 99699799 8 99 9 9959969 9 7998 9979989981000100599899910011002100310041006995990986985984975965100 0 100 5 1010 999 100 1 100 2 100 3 100 4 100 6 1 0 0 7 1008 1009 1011 1012100010011002100310009991001100210031005 10021003 1004 1005100310041005100510051006 1007 1008 1009 WWU/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EWAUKEE HIGH SCHOOL #2MAIN FLOOR = 1013.00BASEMENT FLOOR = 998.00LOT 22882123 SF66.16 ACW MPE = 996.001000996 997998999100110001 0 0 5 998999100110021 0 0 3 1 0 0 4 1 0 0 6 1 0 0 7 1 0 0 8 10011001 10011000100010051 0 0 8 10 0 9 100210011000999998997998993990985980975974970965995100010051008 993995 1000 991990995 1000 1005 1009 10 0 7 100710 0 8 1008100910031 0 0 3100310031002 10029991000 1005100899799810051 0 0 0 10009959659709759809859909951000100099599098598097597096596 5 97 0 97 5 98 0 98 5 99 0 992 993 994 995 996 995991992993994 996 9971000100510091002 1005 100310041005 1006 1007 1008995 998 1006 1008 1008 1005 1000 995 998 995 994996997998 100910071006998997 9989989981005 9989981012 101010051010 HYD WVW V WVWV WV WV HYDHYDHYD STD994991992993995DWV WV HYD1000998 989 TRASHENCLOSUREAREAF/OF/OFOWVWVII TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELETTEL EST26"ST26"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W 4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W2"W2"W2"TVTVTVTIIIIIIIIIIIIIIIIIIIIIIIIIIIIO/EU/EU/EU/EU/EU/EU/EU/ECATVCATVCATVCATVCATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/ECATVCATVCATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATVCATVCATV10031 0 0 0 9 9 5 990 99 0995995 1010100510009 9 7 9969951010 101 5 1010 1010 10101 0 0 5 1000 1005100010009959 9 5 99299099010011000 995 99 5998 9 9 5 9 90 999999 998 999998SFSFSFSFSFSF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S F SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SFSFSF SF SF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFS F SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSILT FENCE, TYP8'60'INSTALL 45 TONSCLASS 'D' RIP RAP12'25'INSTALL 25' LONG 12'WIDE FLEXAMAT8'55'INSTALL 45 TONSCLASS 'D' RIP RAP10'50'INSTALL 45 TONSCLASS 'D' RIP RAP8'57'INSTALL 10 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAPINSTALL 4,500LF 16' WIDEFLEXAMAT W/ CURLEX IIUNDERLAYMENT12'25'INSTALL 25' LONG 12'WIDE FLEXAMATAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESF SFSFSFSFSFPOST CONSTRUCTIONBMP SKIRT LOCATIONPOST CONSTRUCTIONBMP SKIRT LOCATION13,000 SY SUDASTYPE 2.D RECP(SEE C-603 FORCONTINUATION)10,530 SY SUDASTYPE 2.D RECP(SEE C-603 FORCONTINUATION)190 SY SUDASTYPE 2.D RECPPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE0502550100IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call bef or e y ou dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.NOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGM:\LAND PROJECTS 2016\160106\DWG\C6 SWPPP.DWG6/12/2018 9:33:46 PM C-601SWPPPSEDIMENT BASIN MAINTENANCE NOTES:1.THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN, CLEANOUT, AND REPAIR THESEDIMENT BASIN DURING THE PROJECT.2.SEDIMENT BASIN SHALL BE INSPECTED FOR SIGNS OF SEEPAGE, SETTLEMENT ORSLUMPING DURING ALL EROSION CONTROL INSPECTIONS. THESE PROBLEMS SHOULDBE REPAIRED IMMEDIATELY.3.SEDIMENT SHOULD BE REMOVED FROM THE BASIN WHEN IT ACCUMULATES TO ONEHALF OF THE WET STORAGE VOLUME. DURING CLEANOUT, TRASH SHOULD BEREMOVED FROM THE BASIN AND THE STANDPIPE SHOULD BE CHECKED & CLEARED OFANY ACCUMULATED DEBRIS.4.SEDIMENT BASINS AND STANDPIPES SHALL BE LEFT IN PLACE AT THE END OF THISPROJECT'S CONSTRUCTION. SEDIMENT BASINS AND STANDPIPES WILL BE REMOVEDPRIOR TO DISCONTINUANCE OF THE NPDES PERMIT, HOWEVER, THIS WORK SHALL BEPART OF PHASE 2 CONSTRUCTION AND NOT PART OF THIS CONTRACT.STABILIZATION NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZING THE SITE WITH SEED OR SOD. SEELANDSCAPE PLAN FOR SEED AND SOD LIMITS.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SEEDING IN ORDER TOCOMPLY WITH NPDES GENERAL PERMIT NO. 2. TEMPORARY SEED SHALL MEET SUDASTYPE 5 SEED MIXTURE.EROSION CONTROL QUANTITIES:DISTURBED AREATBD ACRES (NPDES PERMIT IS REQUIRED)SILT FENCETBD LFINLET PROTECTIONTBD EACLASS 'D' RIP RAPTBD TONSFLEXAMATTBD SFSUDAS TYPE 2 TRMTBD SYFLOW TRANSITION MATSTBD EAPERMANENT SEEDINGSEE LANDSCAPE PLANTEMPORARY SEEDINGIF NECESSARY*NOTE: EROSION CONTROL QUANTITIES ARE ESTIMATE ONLY. CONTRACTOR SHALLPROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS.10'6"FLEXAMAT TRICKLE CHANNEL DETAILSCALE NONE1C-6011'1'RECESS TWO OUTSIDEBLOCKS 12" INTO SUBGRADECROSS SECTIONPROFILE18"18" U ANCHORS INSTALLED IN2' INCREMENTS BEHINDFIRST EXPOSED BLOCK SOTHAT ANCHOR IS TIGHT TOSUBGRADE18" U ANCHORS INSTALLED IN 2'INCREMENTS ACROSS OVERLAP.INSTALL ANCHOR BEHIND BLOCKSO THAT ANCHOR IS TIGHT TOSUBGRADESUBSEQUENT FLEXAMAT PANELSAND UNDERLAY ARE SHINGLED18" UNDER PREVIOUS PANELINFILL OVERLAPPEDMAT WITH TOP SOILNORMAL POND ELEVATION1'1'FLEXAMAT TO EXTENDFROM 1' BELOWNORMAL POND TO 1' ABOVEFLEXAMAT POND EDGE DETAILSCALE NONE2C-601SLOPE VARIES,6:1 TYPICAL18"2'EXTEND MAT 24"PAST TOE OF SLOPEANCHORTRENCH 18"SUDAS TYPE 2.D RECPSEE PLAN FOR LIMITS24"24"FLEXAMAT SECTION MEET, INSTALLTIGHT TO ONE ANOTHER4' WIDE CURLEX II (OR APPROVEDEQUAL) UNDERLAYMENT SEAM, 24"UNDER BOTH MATSCONSTRUCTION NOTES:1.GRADE A UNIFORM SLOPE. ALL SUBGRADE SURFACESPREPARED FOR PLACEMENT OF FLEXAMAT SHALL BE SMOOTHAND FREE OF ALL ROCKS, STICKS, ROOTS, OTHERPROTRUSIONS, OR DEBRIS OF ANY KIND. THE PREPAREDSURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FORTHE MATS WITH NO SHARP OR ABRUPT BREAKS IN THE GRADE.2.APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TOINSTALLATION OF MATS. USE SEED AND /OR TOPSOIL PERPROJECT SPECIFICATIONS.3.INSTALL FLEXAMAT TO THE LINE AND GRADE SHOWN ON THEPLANS. ROLL WIDTHS ARE 4', 5.5' 8', 10', 12', & 16' OF VARIOUSLENGTHS. MATS SHALL BE INSTALLED SO THAT THE FLEXAMATEXTENDS 2' PAST THE TOE OF THE SLOPE. TOP OF MAT ATCREST OF SLOPE SHALL BE BURIED IN AN 18" ANCHOR TRENCH.4.AT ALL SEAMS IN MAT, INSTALL A 4' SECTION OF THE CURLEX IIUNDERLAYMENT. IT SHALL BE INSTALLED UNDER SEAMS, WITH 2'OF THE UNDERLAYMENT UNDER EITHER SIDE OF THE SEAM.5.FLEXAMAT SECTIONS MUST FIT TIGHTLY NEXT TO EACH OTHERWITH NO GAPS OR VOIDS BETWEEN SECTIONS OF MAT. ACONCRETE SAW MAY BE NECESSARY TO CUT MAT TO FITTIGHTLY TO ADJACENT SECTION OF MAT FOR SHARP CURVES.USE CONCRETE SAW TO CUTMAT TO EXACT SIZE & SHAPEPRIOR TO INSTALLING FES, ANCHOR TRENCH INITIALLEADING EDGE OF MAT 18", FILL AND COMPACTANCHOR TRENCH. INSTALL FES OVER MATCONSTRUCTION NOTES:1.GRADE OUTFALL AREA SO THAT WATER WILL FLOW DOWN THE CENTER OF THECHANNEL AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACESPREPARED FOR PLACEMENT OF FLEXAMAT SHALL BE SMOOTH AND FREE OF ALLROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. THEPREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATSWITH NO SHARP OR ABRUPT BREAKS IN THE GRADE.2.APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TO FLEXAMAT INSTALLATION.USE SEED PER PROJECT SPECIFICATIONS.3.PRIOR TO INSTALLING HEADWALL, ANCHOR TRENCH INITIAL LEADING EDGE OF MAT 18",FILL AND COMPACT ANCHOR TRENCH. INSTALL HEADWALL OVER MAT.4.INSTALL FLEXAMAT ROLLS. AVAILABLE WIDTHS ARE 5.5' 8', 10', 12', & 16' AVAILABLE INCUSTOM LENGTHS. A CONCRETE SAW SHALL BE USED TO CUT THE MAT TO EXACT SIZEAND SHAPE.FLEXAMAT AT FES OUTLET DETAILSCALE NONE3C-601TOPSOIL STOCKPILE NOTES:1.SEE SHEET C-311 FOR DETAILED INFORMATION FOR TOPSOIL STOCKPILES.2.CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROLS AS NECESSARY TOCONTROL EROSION FROM SAID STOCKPILES. GGGGGGGGG16' - 0"50' - 0"39' - 4"WWWWWWWWWWU / E U / E U / E U/EU/EU/EU/E10 20 30 40 50 40 30 20 10102030405040302010 W W W W W W WWW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WWWDSTST STST STST STSTSTSTST ST ST ST ST ST ST ST STST STSTST ST ST ST ST STSTSTSTSTSTSTSTSTDSTSTST ST ST ST STST ST ST ST ST ST ST ST ST STST STSTST ST STSTSTST STSTST STSTSTSTD STST ST ST ST ST ST ST STSTST ST STST STST STSTST ST ST STST STSTSTST STSTSTSTSTDDW W W W W W W W W W W HYD HYD HYD WWWWWWWWSAN SAN SAN SAN SAN SAN SAN SANSANSANSAN 15"SAN 15"SAN 15"SSSDSTSTSTSTSTSTS T101610171018 STSTST1006100710081005100610071008100510061007100810051006100710081006 1007 1008 1009 1 0 1 0 10111 0 1 1 10121011101210121012 1 0 1 2 10121 0 1 0 10 0 9 1 0 1 1 1012 1008100910 1 0 10 0 8 10 0 9101110121 0 1 0 10091 0 1 11010 101110101 0 1 010101 0 1 0 1 0 1 1 10 1 2 10 1 3 10101011101210131015102010161017101810191021102210141012101310111007101510161015101310141016101510141016101610161017101710171018101010071008100910111012100710081009101010111012101310141 0 1 0 10 0 7 1 0 0 8100910091 0 0 91011101210131014 1010101010081009101110101011100 5 10 0 1 10 0 2 100 3 100 4 1006 1007 1008 10 1 1 DDDU/EU/EU/EU/E U/E U/E U/E[][][][][][][][][][][][]1010998998 997101110121 0 1 0 1 0 0 5101210121013101410 1 5 1 0 1 4 997 1008999101210131014998 1000 1003 100099 9 STADIUM RESTROOM BUILDING AREA = 2,930 SF FF=1014.50 STADIUM BUILDINGAREA = 18,489 SFUPPER FF = 1012.00LOWER FF = 998.00BASEMENT FLOOR = 998.00212091 SF 4.87 AC LOT "A"HYD SANSANSANSANSWWWV SAN99 8 998998 998 1015 998 1005 1000 9989981010 HYD998 1011HYD 1011101210121013SHYDW8"MPE = 997.001020 1020 1020 10171017101810181019 1019 1021 1 0 2 1 1021 10211021 1022 101910201017101810191020102310201018101910171023101 5 10 1 0 100 51020101010051000998 998999100010011002100310041005100610071008100910101011101210131014101 5 1016 1018 101610101011100910071005 10151012101310131013 10151016 10161015101610171017 101610161016101610171016101510131012101210121013 1014 1015 1015 1014 1014 1015 1015 1014 1009101310101004 101 0 101010071 0 0 7 1 0 0 8100810091009 1 0 0 9 10091000 101110111013 10121014 10141013 TENNIS COURT STORAGE BUILDINGAREA = 144 SFFF=1015.10W HYDWVWV WV WVWVWV WVWVWVWVDHYDHYDHYDHYD HYD U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU / E U/EU/EU/EU/E10 2 0 1 0 2 2 STD TRASHENCLOSURE10101011LOT 13242837 SF74.45 ACST WVHYD W8"WVWV WV10151020101810191022102310111018 1022DWV135094 SF3.10 ACLOT "B"F/OTELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OCATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV 1001100510101015102010141015 1 0 0 51005101010151019102510231027102110251027102010151010 10051001998 100010101011101210131013101410 0 0 10 0 5 101010181017101810201015 10201020102310181019 102010211 0 2 1 1 0 2 0 10 1 9 10181 0 1 7 10191018101710161015 1012 10151 0 1 8 101210101005 102010151000999SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFS FSFSF S F S F SF SF SF POSSIBLE STAGING & PARKINGAREA W/ TEMPORARYRESTROOM FACILITIESEXISTING ROCK CONSTRUCTIONENTRANCE AS INSTALLED BYPHASE 1 CONTRACTORSILT FENCE, TYPINLET PROTECTION, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPPOSSIBLE CONCRETEWASHOUT LOCATIONAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFSFSFS F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE, TYPINSTALL 60 TONSCLASS 'D' RIP RAP20'30'3,650 SY SUDASTYPE 2.D RECP570 SY SUDASTYPE 2.D RECPPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE0502550100M:\LAND PROJECTS 2016\160106\DWG\C6 SWPPP.DWG6/12/2018 9:34:05 PM C-602SWPPP GGG GGGGGGU/EU/E ST STST ST ST ST ST ST ST ST SAN8"STST ST STSTSTSTDSTWWHYDWWW SANSANSANSANSA N 24" SA N 24" SA N 24" SA N 24" SA N 24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN 8" SAN 8"SAN24"SAN24"SAN24"SAN24"SSSAN24"SAN24"SSSSSAN8"SAN8"SAN8"SAN8"SAN8"SSSSST STST ST ST STSTSTST ST ST ST ST STST DDSTST995992993994996997 9 9 5 99 6993994990995991992993994995992993994996997 995 9 9 1 99 2 99 3 994 9 9 5 992993994996 99599299399499699799599499599499699799899999099199299399410001005 99899910011002100310041006 995100210009859909869849809709759651000997998999100110021003100099899910011002 1003 9 9 6 9 9 7 9 9 8 99999699799899910009979 9 8 99 9 1 0 0 1 54924 SF1.26 ACOUTLOT "X"245237 SF5.63 ACLOT "D"9799709789809859 9 0 9 8 0 9 7 5 1003 1002 9689759929 8 5 96 8 9 7 0990 9939959951 0 0 0 9949949969969979989 9 9 10 0 11002 1003100610059951000995995995994994994 996 9979959 9 5995 995990 985 9829819949939659709759809859909 9 5 9 9 0 9 8 5 9 8 0 9 7 5 9 7 0 9 6 5 992992 990990985 985 980 975 972 975 969 990 9919929929 9 0 98 8 989 9919 9 0 9 8 9 9 9 1 99 2 993 994995990985984990991990985980975970968988 993 994 995 9 9 3 9939931008 997100010051010998997995WVWV STSTST STDSTD991992993SANSAN10001005 ST991992ST988 981 980TRASHENCLOSUREAREASTST ST ST ST ST 996996997 DDDDW4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"1006 1000995990989 9 8 8 985980985990995 10 0 0 9859909 8 5 98 1 985 990 994 9 9 0 9 9 298599199399599 0 9859849 8 5 990985995ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF S F S F SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SFSFSF SF SF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF INLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYP10'45'INSTALL 45 TONSCLASS 'D' RIP RAP8'12'INSTALL 10 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAP8'35'INSTALL 30 TONSCLASS 'D' RIP RAP10'10'INSTALL 10 TONSCLASS 'D' RIP RAPINSTALL 45 TONSCLASS 'D' RIP RAP8'55'INSTALL 45 TONSCLASS 'D' RIP RAPINSTALL 4,500LF 16' WIDEFLEXAMAT W/ CURLEX IIUNDERLAYMENTINSTALL 1,700LF 12' WIDEFLEXAMAT W/ CURLEX IIUNDERLAYMENTDISCHARGE LOCATIONTO TRIBUTARY OF LITTLEWALNUT CREEKAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE, TYPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSILT FENCE, TYPSILT FENCE, TYPPOST CONSTRUCTIONBMP SKIRT LOCATIONINSTALL 60 TONSCLASS 'D' RIP RAP20'30'INSTALL 135 TONSCLASS 'D' RIP RAP50'30'5,900 SY SUDASTYPE 2.D RECP13,000 SY SUDASTYPE 2.D RECP(SEE C-601 FORCONTINUATION)10,530 SY SUDASTYPE 2.D RECP(SEE C-601 FORCONTINUATION)10,500 SY SUDASTYPE 2.D RECPSF SF SF SF SF SFSFSFSFSFSFPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE0502550100M:\LAND PROJECTS 2016\160106\DWG\C6 SWPPP.DWG6/12/2018 9:34:20 PM C-603SWPPP GGGG G G G G G G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTS T S TSTSTSTSTST STSTSTST ST ST ST STSTSTSTSTSTWWWWWWWW STSTSTST ST ST ST STSTSTSTSTSTSTS T ST ST STSTST STST ST DSTSTST ST STDDSTWW W WHYDW SAN SAN SAN SANSANSANSANSANSANSANSSSTSTSTSTST ST ST ST ST DST ST ST10 0 8 10 0 9 101010091011101210071008100610 0 7 10 0 8 10 0 9 1013101010111012101010091011100910061007100810091010100910111012101310141 0 0 5 1002100310041005100410061007100 0 99 8 999 10 0 11000998999 1001100510041006100010011002100310011002100399910071008100510101002100310041006100710081009 1010100910111012 STST DDDDSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTINDOOR BATTINGCAGE BUILDINGFOOTPRINT = 4,511 SFFF=1012.30RESTROOM & STORAGE BUILDING FOOTPRINT = 1,755 SF FF=1012.30 CONCESSIONBUILDING650 SFFF=1012.30SAN SAN SANDUGOUTDUGOUT DUGOUTDUGOUT STST ST SSDDDSS10011000998998 100010001001999999100010001000 10001000999997998STSTST ST ST ST DSAN995100010059949969979 9 799799899910011002100310041006100710101015 1020 10081 0 0 8 100810091011101210131014 1016 1017 1018 1019 100910101011101210131014101510161017101810191 0 1 0 10101 0 0 91009100810071006 100010009971005 1000100510101007100510061007100610081008 10071007 1 0 1 1 1 0 1 0 1 0 0 8 1 0 0 9 1007 1 0 0 7 1 0 0 6 1 0 0 5 1008100610031001 1004 100410011007100610051004100510 0 0 1 0 0 8 99 9 10 0 2 10 0 3 10 0 2 10121 0 1 2 101010061007100810091011101210111010101510201015101010101 0 1 0 1 0 1 5 WVWV WVU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E S T S TSTD10091009 DDTRASHENCLOSURE1012WDUGOUTDUGOUTDUGOUT DUGOUT PRESS BOXPRESS BOXDDHYD 100710051006 1007100110009991001100299810 1 0 10 0 8 10 0 9 10 1 1 10121012 10 1 2 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STDST1005100110021003100410051006D180897 SF4.15 ACLOT "C"D9991000993101 6 10 1 5 1 0 1 0 10 0 5 10 0 5 1 0 0 8 100710111010100 9 10081000995101610151010100510001000ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"ST6"SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SFS F SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFS F S F SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F S F SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF S F S F S F S F S F POSSIBLE STAGING & PARKINGSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYP12'25'INSTALL 25' LONG 12'WIDE FLEXAMAT12'25'INSTALL 25' LONG 12'WIDE FLEXAMATINSTALL 125' LONG 8'WIDE FLEXAMATDISCHARGE LOCATION TODETENTION BASIN THENCETRIBUTARY OF LITTLEWALNUT CREEKAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPPOST CONSTRUCTIONBMP SKIRT LOCATIONPOST CONSTRUCTIONBMP SKIRT LOCATIONINSTALL 60 TONSCLASS 'D' RIP RAP20'30'INSTALL 60 TONSCLASS 'D' RIP RAP20'30'5,680 SY SUDASTYPE 2.D RECP1,200 SY SUDASTYPE 2.D RECP1,760 SY SUDASTYPE 2.D RECP1,240 SY SUDASTYPE 2.D RECP5,900 SY SUDASTYPE 2.D RECPINSTALL 300' LONG10' WIDE FLEXAMATIN TRICKLE CHANNELPROJECT NO.:DATE:REVISIONS:DRAWING TITLE:DRAWING NO.:1018r01MAY 2018WAUKEE SECOND HIGH SCHOOL WAUKEE COMMUNITY SCHOOL DISTRICT WAUKEE, IOWA 3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers PROPOSED NEW1ST CITY SUBMITTAL: 4/17/182ND CITY SUBMITTAL: 5/2/183RD CITY SUBMITTAL: 5/22/184TH CITY SUBMITTAL: 6/12/18GRAPHIC SCALE0502550100M:\LAND PROJECTS 2016\160106\DWG\C6 SWPPP.DWG6/12/2018 9:34:36 PM C-604SWPPP 10 20 30 40 50 40 30 20 10102030405040302010 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLEGENDPROGRAMMING NOTESELECTRICAL NOTESPLUMBING NOTESDESIGN NOTESGENERAL NOTESSITE IRRIGATION PLANSCALE: 1" = 100'-0"NORTH3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers 10 20 30 40 50 40 30 20 10102030405040302010 SSSSLEGENDSITE IRRIGATION PLANSCALE: 1" = 40'-0"NORTH3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers SSSSSSLEGENDSSSSSITE IRRIGATION PLANSCALE: 1" = 40'-0"NORTH3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineersSITE IRRIGATION PLANSCALE: 1" = 40'-0"NORTH SCALE:9THRUST BLOCK DETAILNONESCALE:10SLEEVING DETAILNONESCALE:1CONTROLLERNONESCALE:4QUICK-COUPLING VALVEWITH STABILIZERNONESCALE:3ISOLATION VALVE WITH BOXNONESCALE:2RAIN/FREEZE SENSORNONESCALE:7FIXED-SPRAY SPRINKLERNONESCALE:8ELECTRIC VALVEAND VALVE BOXNONESCALE:6SINGLE STREAM ROTORNONESCALE:5FIXED ROTOR SPRINKLERNONE1DATENO.432756DESCRIPTIONBYTHIS DRAWING AND DESIGN, IS THEPROPERTY OF WATERTRONICS AND ISNOT TO BE REPRODUCED IN WHOLE ORPART, NOR EMPLOYED FOR ANY PURPOSEOTHER THAN SPECIFICALLY PERMITTED INWRITING BY WATERTRONICS.THIS DRAWING LOANED AND SUBJECTTO RETURN ON DEMANDJOB NO.:NTSSCALE:DRAWN BY:OFDRAWING NO.DATE:SHEETSHEETSTITLE:WATERTRONICSA LINDSAY COMPANYCHECKED BY:DATE:CHK DATECHK BYWAUKEE HIGH SCHOOLBMXV-1-25x2-460-3-425-115PRBMX1026211---06/01/18-----/--/--REVISION-NOTE:------[PRBMX10261]STATION COMPONENTS:AMAIN PUMP AND MOTORBINTAKE SCREENCCHECK VALVED100' S.S. PULL CABLEEHDPE PUMP SLEDFDISCHARGE MANIFOLDG75FT MOTOR LEAD (EACH PUMP)HLEVEL TRANSDUCER W/ 100' CABLEILOW LEVEL FLOAT w/ 100FT CABLEJSTATION FAN HOOD MOUNTEDK500W STATION HEATERLINTAKE Z-PIPEMDISCHARGE Z-PIPENSTATION DISCHARGE ISOLATION VALVEOPRESSURE TRANSDUCER w/ GAUGEPFLOW SENSORQSTEEL BASERENCLOSUREPUMP STATION SPECIFICATIONS:NAME: WAUKEE HIGH SCHOOLSTATION MODEL: BMXV-1-25x2-460-3-425-115STATION TOTAL PERFORMANCE: 425 GPM @ 115 PSIPUMP HORSEPOWER:PUMP NO.1-2: 25HPCHECK VALVE SIZES:PUMP NO.1-2: 4"ISOLATION VALVE SIZES:STATION DISCHARGE ISOLATION VALVE SIZE: 4"DISCHARGE MANIFOLD SIZE: 6"POWER REQUIREMENTS: 460 V, 60 HZ, 3 PHzSTATION FLA: 77 AMPSACEBDGF4458"JRQ154" + / -36"BURYI12 H4" FLANGEPOWERDISCONNECTENCLOSURE50" BASENEC CLEARANCESEE LOCAL CODES34"BASEINLETDISCHARGEVFDFRONT OF ENCLOSUREPO62" SLAB46"SLABINNERCONTROLPANELN4" FLANGE4" FLANGEINLETM1-1/2"BLOWOUTPORTLK3212" + / -3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959 2600 westown parkway, suite 340, west des moines, iowa 50266 p 515.223.5100 f 515.223.7226 www.frk-ae.com frk architects + engineers DESIGN FOR 0° SKEW STA. 325+25.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 9' x 183' REINFORCED PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L975 975975 975975975980980980980980980 980980 985985985985985985985985SSSITUATION PLAN 10101010 LONGITUDINAL SECTION ALONG | CULVERT 1000 990 980 970 960 1000 990 980 970 960 LOCATION -1.41%NBENCH MARK NO. ?? 326+00 325+00 324+00 ON DOUGLAS PKWY. PROPOSED PROFILE GRADE | DOUGLAS PARKWAY | DOUGLAS PARKWAY 4:1 4:1 4:1 3:1 4:1 4:1 3:1 3:1 4:1 4:1 28'-026'-015'-015'-026'-028'-05'-0 5'-0 | CULVERT VC = 200' VPI ELEV = 996.18 VPI STA = 324+75.14 | DOUGLAS PKWY. STA. 325+25.00 12'-0 x 9'-0 x 183'-0 1.08% P.G.L. ELEV. = 995.34 P.G.L. ELEV. = 995.34 GROUND LINE EXISTING FILL HEIGHT = 6'-0 4:1 4:1 12'-0 x 10'-0 x 208'-0 RCB +0.80% SANITARY SEWER PROPOSED MOD. 12'x9' HDWL. MOD. 12'x9' HDWL. SEWER PROPOSED SANITARY LONGITUDE -93.882383° LATITUDE 41.628684° DALLAS COUNTY WALNUT TOWNSHIP SECTION 28 T-79N R-26W DOUGLAS PARKWAY HINGE POINT ELEV. 996.28 HINGE POINT ELEV. 996.28 PROPOSED GRADE P.G.L. ELEV. @ | RCB = 979.80 P.G.L. ELEV. @ | RCB = 982.19 3:1 4:1 ESTIMATED SETTLEMENT = 1" = 3'-2 FILL HEIGHT 4:1 4:1 4:1 UTILITIES LEGEND: SAN - CITY OF WAUKEE V.1 LOCATION WALLS TOTAL LOCATION CONCRETE PLACEMENT QUANTITIES SUMMARY OF REINFORCING STEEL TOTAL QUANTITY SLAB ESTIMATED CULVERT QUANTITIES 05/XX/18 5r1 BARS (5 SETS REQ'D) 15'-6 END SECTIONS (2 REQ'D.) 38'-0 STANDARD BARREL SECTIONS (4 REQ'D.) 12x9 MOD. HEADWALL, 0° SKEW (2 REQ'D.) 15'-6 END SECTIONS (2 REQ'D.) 38'-0 STANDARD BARREL SECTIONS (4 REQ'D.) 12x9 MOD. HEADWALL, 0° SKEW (2 REQ'D.) V.01 - V.XX 6 5 4 3 2 1 2599-9999018 2414-6460000 2404-7775000 2403-0100020 2402-2720000 2402-0425040 ANTI-GRAFFITI COATING ORNAMENTAL METAL RAILING REINFORCING STEEL STRUCTURAL CONCRETE (RCB) EXCAVATION, CLASS 20 FLOODED BACKFILL SY LF LB CY CY CY 3 1 5 AT 47 2 AT 4305 4 AT 10,555 2 AT 4728 60,521 235 8610 42,220 9456 129.6 2 AT 7.0 = 14.0 4 AT 17.1 = 68.4 2 AT 23.6 = 47.2 119.2 2 AT 7.7 = 15.4 4 AT 18.9 = 75.6 2 AT 14.1 = 28.2 74.2 2 AT 6.0 = 12.0 4 AT 14.7 = 58.8 * 2 AT 1.7 = 3.4 323.0 41.4 202.8 78.8 SEE SHEET V.5 FOR TYPICAL BACKFILL DETAIL. NOTE: 726 134.5 60,521 323.0 130.0 * INCLUDES PARAPET AND TOP OF WINGWALL. INCLUDES FORMLINER. INCLUDES CERTIFIED PLANT INSPECTION. MEMBRANE. CULVERT FLOOR SHALL RECEIVE A SIDEWALK FINISH. INCLUDES SPECIAL SURFACE FINISH. INCLUDES FURNISHING AND INSTALLING BENTONITE AND PVC WATERSTOP AND WATERPROOF FOR FLOODING. REFER TO IOWA D.O.T. STANDARD ROAD PLAN DR-111 FOR DETAILS. INCLUDES FURNISHING AND PLACING SUNDRAINS, FLOODED BACKFILL, POROUS BACKFILL AND WATER FLOOR TOTAL (LB) TOTAL (CY) ITEM CODE ITEM UNIT TOTAL AS BUILT QUANTITY ELSEWHERE IN THESE PLANS. POLLUTION PREVENTION PLAN SHOWN NOTE: IN THESE PLANS. ROADWAY QUANTITIES SHOWN ELSEWHERE NOTE: ITEM NO. ITEM NO.ESTIMATE REFERENCE INFORMATION LICENSEIO W AD PROFESSIONAL E NGINEER17951 THOMAS J. CIHA License Number:17951 THOMAS J. CIHA, P.E.DATE DECEMBER 31, 2017.My license renewal date is Pages or sheets covered by this seal: Engineer under the laws of the State of Iowa. my direct personal supervision and that I am a duly licensed Professional I hereby certify that this engineering document was prepared by me or under 34" 7 44" 8 THIS SPLICE, IF USED, WILL BE AT THE CONTRACTOR'S EXPENSE. MINIMUM SPLICE LENGTH BAR SIZE NUMBER CONTRACTOR'S OPTION AS FOLLOWS: THE VERTICAL BARS IN THE WALLS MAY BE SPLICED ABOVE THE FOOTING AT THE SPECIFICATIONS. NOT MORE THAN 3'-O IN EITHER DIRECTION AS OUTLINED IN THE STANDARD ALL SLAB AND FLOOR REINFORCING STEEL IS TO BE SUPPORTED AT INTERVALS OF AT THE CONTRACTOR'S OPTION WITH ENGINEER'S APPROVAL. THE PERMISSIBLE CONSTRUCTION JOINT AT THE TOP OF THE WALLS MAY BE LOWERED ALL BEVELED KEYWAYS SHALL BE CENTERED. LIMITED TO A MAXIMUM OF 10 DEGREES FROM VERTICAL. UNLESS STATED OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS ALL CONSTRUCTION JOINTS ARE TO BE FORMED WITH BEVELED 2 x 4 KEYWAYS. OF FOOTING ARE TO BE FORMED TO INSURE CORRECT LINE AND GRADE. REQUIREMENTS OF ARTICLE 2511.03,B,5,b, OF THE STANDARD SPECIFICATIONS. SIDES ARTICLE 2511.03,B,3,b, OF THE STANDARD SPECIFICATIONS AND MEET THE SMOOTHNESS FLOOR OF BARREL IS TO RECEIVE A BROOM FINISH MEETING THE REQUIREMENTS OF TRANSVERSE VERTICAL BOTTOM VERTICAL TOP END CLEARANCES: BOTTOM OF FLOOR TOP OF FLOOR EDGE CLEARANCES: 2" EXCEPT: REINFORCING BAR CLEARANCES WILL BE AS FOLLOWS: EXTEND THRU THE CONSTRUCTION JOINTS. EXCEPT FOR DOWEL BARS 5r1 IN SLAB, LONGITUDINAL REINFORCING IS NOT TO STRESSES ARE BASED ON GRADE 60 REINFORCEMENT. REINFORCEMENT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE DESIGN THE REINFORCEMENT SUPPLIED FOR THIS STRUCTURE SHALL BE GRADE 60 PLACED. "SITUATION PLAN" HAS REMAINED UNDISTURBED AND NO ROADWAY FILL HAS BEEN START OF CULVERT CONSTRUCTION, THE EXISTING GROUND LINE SHOWN ON THE THE CLASS 20 EXCAVATION QUANTITY IS BASED ON THE ASSUMPTION THAT AT THE DIAMETER IN MILLIMETERS. STAMPED IMPRESSION ON THE REINFORCING BARS, AND IS EQUIVALENT TO THE BAR DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR DESIGNATION" IS THE IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN THE FIELD MAY THESE CULVERT PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION (`5a1 PROPOSED CURTAIN WALL ALTERNATE BEFORE BEGINNING CONSTRUCTION. IS TO SUBMIT TO THE ENGINEER FOR APPROVAL COMPLETE DRAWINGS OF THE WALLS MAY BE APPROVED BUT AT NO ADDITIONAL COST. THE CULVERT CONTRACTOR DETAILED, ALTERNATE METHODS SUCH AS STEEL SHEET PILE AND PRECAST CONCRETE WHEN DE-WATERING PRESENTS A PROBLEM FOR PLACING THE CURTAIN WALLS AS AS SHOWN ON SHEET V.2. CULVERT BARREL SECTIONS AND HEADWALL APRONS SHALL BE SLOPED LONGITUDINALLY SPECIALTIES, INC OR APPROVED EQUAL. FACE OF PARAPETS. FORMLINER SHALL BE RANDOM ASHLAR BY KARLSON FORMING FORMLINER SHALL BE APPLIED TO THE FRONT FACE OF HEADWALL WINGS AND FRONT OF 3'-2 TO 6'-0. CLASS 1 EXPOSURE CONDITION IS ASSUMED FOR CRACK CONTROL. THE R.C.B. CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND EARTH FILLS THE CONTRACTOR OF THE CONSTRUCTION STARTING DATE. PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY UTILITY COMPANIES AND MUNICIPALITIES WHOSE FACILITIES ARE SHOWN ON THE REINFORCED CONCRETE BOX CULVERT ON 0° SKEW AT STATION 325+25.00. IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A 12'-0 x 9'-0 x 183'-0 GENERAL NOTES: 2" 3" 2" 3•" TO NEAR TRANSV. REINF. BAR 2‚" TO NEAR TRANSV. REINF. BAR ENGLISH SIZE 4 5 6 `7 8 9 BAR DESIGNATION 13 16 19 22 25 29 17" 4 21" 5 25" 6 ACCORDANCE WITH MATERIALS I.M. 491.23. HEADWALL WINGS AND PARAPETS. THE MATERIAL USED SHALL BE AN APPROVED TYPE IN UNDERSIDE OF SLAB. APPLY A CLEAR COATING TO THE FRONT FACE AND TOP OF ANTI-GRAFFITI COATING". APPLY A WHITE COATING TO CULVERT BARREL WALLS AND APPLY ANTI-GRAFFITI COATING IN ACCORDANCE WITH "SPECIAL PROVISIONS FOR AND CONSITENT FINISH. THE SPECIAL SURFACE FINISH, STEEL FORMLINER MAY BE USED TO ACHIEVE A SMOOTH SEE SHEET V.02 FOR SPECIAL SURFACE FINISH REQUIREMENTS AND NOTES. IN LIEU OF 3. 2. 1. WATERPROOF MEMBRANE: MANUFACTURER'S RECOMMENDATIONS. THE FOLLOWING IS A LISTING OF APPROVED INSTALLED WITH A MANUFACTURER'S APPROVED ADHESIVE IN ACCORDANCE WITH THE CONSTRUCTION JOINTS IN THE SLAB AND WALLS. WATERPROOF MEMBRANE SHALL BE WATERPROOF MEMBRANE SHALL BE APPLIED TO THE OUTSIDE FACE OF THE TRANSVERSE PLACEMENT SHALL BE REPLACED AT NO COST TO THE CITY. CONCRETE PLACEMENT. BENTONITE WATERSTOP THAT WAS SWELLED PRIOR TO CONCRETE BENTONITE WATERSTOP SHALL BE PROTECTED FROM EXPOSURE TO MOISTURE PRIOR TO 3. 2. 1. BENTONITE WATERSTOP: MANUFACTURER'S RECOMMENDATIONS. THE FOLLOWING IS A LISTING OF APPROVED INSTALLED WITH A MANUFACTURER'S APPROVED ADHESIVE IN ACCORDANCE WITH THE JOINTS AT THE TOP AND BOTTOM OF THE WALLS. BENTONITE WATERSTOP SHALL BE BENTONITE WATERSTOP SHALL BE APPLIED TO THE LONGITUDINAL CONSTRUCTION 3. 2. 1. PVC WATERSTOP: THE MANUFACTURER'S RECOMMENDATIONS. THE FOLLOWING IS A LISTING OF APPROVED SLAB, WALLS, AND FLOOR. PVC WATERSTOP SHALL BE INSTALLED IN ACCORDANCE WITH PVC WATERSTOP SHALL BE APPLIED TO THE TRANSVERSE CONSTRUCTION JOINTS IN THE APPROVED EQUAL GRACE CONSTRUCTION PRODUCTS BITUTHENE 3000 (BELOW GRADE) W. R. MEADOWS MEL-ROL APPROVED EQUAL HENRY HYDRO-FLEX GREENSTREAK SWELLSTOP APPROVED EQUAL SOUTHERN WATERSTOPS 25RCB GREENSTREAK #738 ¡SPECIAL PROVISIONS FOR ANTI-GRAFFITI COATING. INCLUDING: PROVISIONS, SHALL APPLY TO THE CONSTRUCTION WORK ON THIS PROJECT, SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, AND SPECIAL SUPPLEMENTAL SPECIFICATIONS; AND APPLICABLE SUPPLEMENTAL HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2015, PLUS GENERAL IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CURRENT IOWA BRIDGE DESIGN MANUAL. AASHTO LRFD 5th ED., SERIES OF 2010, EXCEPT AS NOTED IN THE SPECIFICATIONS: CONSTRUCTION: DESIGN: DESIGN STRESSES: THE CURRENT IOWA BRIDGE DESIGN MANUAL. SPECIFICATIONS, 5th ED., SERIES OF 2010, EXCEPT AS NOTED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN f'c = 4,000 PSI. CONCRETE IN ACCORDANCE WITH LRFD AASHTO SECTION 5, SECTION 5, GRADE 60. REINFORCING STEEL IN ACCORDANCE WITH LRFD AASHTO QUANTITIES NOTES & GENERAL PLAN, SITUATION 90°95'-6 87'-6 183'-0 BACK TO BACK PARAPETS 15'-64 SECTIONS @ 38'-0 = 152'-015'-6 D = PIN DIAMETER. ALL DIMENSIONS ARE OUT TO OUT. NOTE: KEYWAY BEVELED 2 X 4OUTSIDE FACE CENTERED OVER JOINT 1'-6 WIDE WATERPROOF MEMBRANE, KEYWAY BEVELED 2 X 4 TOP SLAB CONSTRUCTION JOINT DETAIL OUTSIDE FACE TOTAL WEIGHT = 47 LBS. BARREL JOINTS. 5r1 BARS REQUIRED = 13, SPACING REQUIRED IN SLAB AT ALL CULVERT ONE SET OF 5r1 X 3'-6 DOWEL BARS @ 1'-0 CENTERED OVER JOINT 1'-6 WIDE WATERPROOF MEMBRANE, WALL CONSTRUCTION JOINT DETAIL PVC WATERSTOP PVC WATERSTOP BENT BAR DETAILS k2 D=3ƒ m2 m3 33 3 a1 BARS 3 3 3 2x4 BEVELED KEYWAY | CULVERT 4•4• D 4•4• D m2 a1 a1 k2 3 3 3 3 33 3 a1 BARS 3 3 3 | CULVERT 4•4• D 4•4• D a1 a1 FLOOR BOTTOM SLAB TOP FLOOR TOP SLAB BOTTOM k2 BARS k2 m1 BARS k1 BARS m1 k1 m1 k1 m9 k9 m9 k9 k9 BAR k9 BAR m9 BAR m9 BAR ( KEYWAY NOT SHOWN ) LEAST TO THE BACKFACE OF PARAPET. 3 VAR. 3 VAR. a1 BARS VAR.3 FLOOR SLAB | CULVERT a1 m1 a1 k2 4• k1 & k2 BARS D 3 4• 3 m9 BAR m9 k9 k9 BAR k2 k1 e1CONST. JOINT PERMISSIBLE a1 m1 m2 f1 e2 b1 b1 4f2 (TYP. TOP & BOTTOM OF WALLS) BENTONITE WATERSTOPb1 BARS1.5% m3 DIMENSIONS BAR LIST QUANTITIES a1 b1 e1 e2 f1 f2 k1 k2 k9 m1 m2 m9 CONCRETE (CY/FT) (LB/FT) STEEL FILL A B C D SIZE SP.L SIZE SP.NO.SIZE SP.NO.SIZE SP.NO.SIZE SP.NO.SIZE SP.NO.SIZE SP.L SIZE SP.L SIZE L SIZE SP.L SIZE SP.L SIZE L SLAB FLOOR WALLS TOTAL KEYWAY 2x4 BEVELED (LOOKING NORTH) D=3ƒD=3ƒ SIZE SP.L m3 NOTE: ALL LONGITUDINAL BARREL STEEL SHALL EXTEND AT 12' x 9' BARREL SECTION BAR LIST ARE IN INCHES. DIMENSIONS "A", "B", "C", "D", AND "SP." LISTED IN NOTE: DETAIL, THIS SHEET SEE CONDUIT STUB DETAIL CONDUIT STUB PVC PIPE CAP 1"2 3•BARREL DETAILS PLAN VIEW END SECTIONPLAN VIEW STANDARD SECTION PLAN VIEW STANDARD SECTION VARIABLE DIMENSIONS AND QUANTITIES 16 SP. @ 6 STAGGERED3'-2 TO 6'-0 m2 & m3 BARS m2 OR m3 m1, m2 & m3 BARS 4 4 6 36 4 12 11 4 8 4 12 13 4 8 7 6 13'-28.5 10.5 9 13'-2 7 6 13'-8 13'-8 0.387 0.451 0.498 1.336 277.766 (MEASURED ALONG | RCB) 3'-0 FROM B.F. PARAPET CULVERT (2 TOTAL). PLACE SOUTHWEST CORNERS OF NORTHEAST AND LOCATE SLEEVES AT FOR LIGHTING CONDUIT. 1" SCH. 40 PVC SLEEVE m2 OR m3 6 10'-5 14 14 5 6 7'-0 5 5 6 13'-7 5 6 13'-7 5 4 4 1 13CURTAIN WALL 1'-3 12'-0PARAPET 1'-0 AA "E" JOINT | RCB 7'-07'-028'-0 18'-89'-4 7'-47'-426'-09'-4 18'-8 28'-0 2 8'-1 0… 28'-10…11'-4SPECIAL SURFACE FINISH NOTES: SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER. OF THE SURFACE. SURFACES THAT DO NOT MEET THESE REQUIREMENTS DIFFERENCE IN TEXTURE BETWEEN FILLED VOIDS AND THE REMAINDER BE UNIFORM IN TEXTURE AND APPEARANCE EXCEPT FOR THE LOOSE SACKING MATERIAL PRIOR TO PAINTING. THE SURFACE SHALL DISCOLORATIONS, SURFACE VOIDS, AND CONSPICUOUS FORM MARKS AND THE COMPLETED SURFACE SHALL BE FREE OF BLEMISHES, REMOVING THE EXCESS MORTAR WILL BE APPROVED. DRY MIX FILLED BURLAP SACK, ANY EQUALLY EFFECTIVE MEANS OF DURING THE DRY MORTAR SACK RUBBING OPERATIONS. IN LIEU OF THE EXCESS OF THAT REQUIRED TO FILL THE VOIDS SHALL BE REMOVED AND CEMENT ONLY) OF THE MORTAR DESCRIBED ABOVE. ALL MORTAR IN RUBBED WITH A SMALL BURLAP SACK FILLED WITH A DRY MIX (SAND ENTIRE SURFACE THAT HAS BEEN FLOATED WITH MORTAR SHALL BE THE VOIDS AND BEFORE IT HAS BECOME COMPLETELY DRY, THE AFTER THE MORTAR HAS SET SUFFICIENTLY TO BE RETAINED WITHIN MORTAR IS APPLIED, IT SHALL BE REWETTED. THE SURFACE SHOWS EVIDENCE OF BECOMING DRY BEFORE THE COMPLETELY FILLED DURING THIS OPERATION. IF ANY PORTION OF WITH A RUBBER FLOAT, STARTING AT THE TOP. ALL VOIDS SHALL BE MODERATELY THICK PASTE) SHALL BE APPLIED TO THE WETTED AREA MORTAR SAND, WITH SUFFICIENT WATER ADDED TO PRODUCE A (CONSISTING OF 1 PART STANDARD PORTLAND CEMENT AND 1 PART WHILE THE SURFACE IS STILL MOIST, A MORTAR MIXTURE THE SURFACE SHALL BE THOROUGHLY SATURATED WITH WATER AND, ANTI-GRAFFITI COATING. LOOSE SACKING MATERIAL THAT COULD COMPROMISE THE WHITE WALLS. THE SACK RUBBED FINISH SHALL BE SOUND AND FREE OF PRIOR TO PROCEEDING WITH THE REMAINING CULVERT SLAB AND THE SECTION SHALL BE INSPECTED FOR QUALITY AND INTEGRITY ACCORDANCE WITH STEPS (2) THROUGH (4) BELOW. UPON COMPLETION, THE CONTRACTOR SHALL PERFORM A MOCK-UP SECTION IN DONE AS SPECIFIED UNDER CLASS 2 SURFACE FINISH. FILLING OF FORM TIE HOLES AND OTHER LARGE CAVITIES SHALL BE DESCRIBED UNDER THE CLASS 2 SURFACE FINISH. HOWEVER, THE MAY BE USED TO FILL THE SMALLER VOIDS IN LIEU OF THE METHOD SURFACE, AT THE CONTRACTOR'S OPTION, THE SACK RUBBED FINISH WHERE NUMEROUS SURFACE VOIDS ARE PRESENT ON AN EXPOSED 1'-04. 3. 2. 1. SHALL BE PERFORMED AS FOLLOWS: RESULT FROM ANY REMAINING CONSTRUCTION, THE FINAL OPERATIONS FURTHER BLEMISHES AND DISCOLORATIONS ON THE SURFACE WILL NOT WHEN THE STRUCTURE HAS BEEN COMPLETED TO THE EXTENT THAT MORTAR FILMS COVERING SURFACE VOIDS HAVE BEEN REMOVED. UNTIL UNEVEN FORM LINES, BLEMISHES, DISCOLORATIONS, AND THIN WITH A HIGH SPEED ELECTRIC DISK-TYPE GRINDER OR SANDBLASTED AS A PREPARATORY OPERATION, THE ENTIRE SURFACE SHALL BE GROUND BE INCLUDED IN THE PRICE BID FOR "STRUCTURAL CONCRETE (RCB)". UNDERSIDE OF THE SLAB. COST OF THE SPECIAL SURFACE FINISH IS TO APPLY SPECIAL SURFACE FINISH TO THE CULVERT BARREL WALLS AND 2. 1. NOTES: SEE SHEET V.3 FOR SECTION A-A. AND DESIGN STRESSES. SEE SHEET V.1 FOR GENERAL INFORMATION, SPECIFICATIONS, HEADWALL PLAN VIEW V.2 PLAN HEADWALL DETAILS & BARREL DESIGN FOR 0° SKEW STA. 325+25.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 9' x 183' REINFORCED 4'-2 2'-104'-1 9'-64'-1 9'-6ƒƒ4'-1 4 ' -1 6 61'-0 923 "C" 1'-01'-0 1'-0 SPACING e2 BAR 10 SP. @ 1'-0; e1 BARS 10 SP. @ 1'-0; f1 BARS CL.2‚"A"9'-2ƒ"B"9'-5‚CL.3•12'-0 1'-01'-01'-0 SPACING 4f2 BAR PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L 6p1 6p2 3'-0 1'-3 PLAN CURTAIN WALL DETAILS PLAN VIEW - TOP & BOTTOM OF APRON REINFORCING BARS NOTES: SECTION A-A BEVELED 2`x`6 KEYWAY PERMISSIBLE CONSTRUCTION JOINT 6p5t165c6 FACES PARAPET 4 3'-0 6p2 6 6p1 1'-10 END OF APRON 2' -06 7'-6 END OF WING 14'-0 TOP APRON BOTTOM APRON F R O N T F A C E W IN GW A L L B A C K F A C E W IN GW A L L F O O T IN G 6f3 3'-0 1'-0 TOP REINFORCING4i1 BOTTOM REINFORCINGFRONT FACE WINGWALL BACK FACE WINGWALL FOOTING 4d2 1' -01' -65 - 6f24 SP. @ 1'-012 - 6f111 SP. @ 1'-08 - 4d17 SP. @ 1'-624 SP. @ 6; 25 - 4i1B.F.V.6 SP. @ 1'-0; 7-5c3 "E" JOINT | RCB | RCB TRAIL SLAB 3‚ 12'-8‡ 11'-10… 38°09' 8 - 5t17 SP. @ 1'-311'-412'-6†5 - 5t14 SP. @ 1'-324 SP. @ 9; 25 - 6m1 18 - 6m2 17 SP. @ 1'-0 28 SP. @ 1'-0; 29 - 4c1 F.F.V. 21 SP. @ 1'-0; 22 - 5c4 B.F.V. 15 SP. @ 1'-0; 16 - 5c5 B.F.V.1' -38 - 5t17 SP. @ 1'-3 8 - 5t1 7 SP. @ 1'-3 DETAILS HEADWALL V.3 6 1'-02'-01'-0 12 3‡1'-012 3‡3'-010 6 1'-0 TYPICAL VIEW - FRONT FACE REINFORCING TYPICAL VIEW - BACK FACE REINFORCING1'-214'-0 6s2 6s1 4b1 5c6 5c4 4c2 6s1 6s3 5b3 6s2 7 - 5c3 6 SP. @ 1'-0 3" CL.3" CL.10" CL.ATOP OF APRON28'-10… 28 SP. @ 1'-0; 29 - 4c1 8 - 5b47 SP. @ 1'-09'-47 - 4b26 @ 1'-028'-10… 30'-4 21 SP. @ 1'-0; 22 - 5c4 16 - 5c5 15 SP. @ 1'-04'-3DIMENSION TABLE WINGWALL DIMENSION A WEST WING EAST WING NORTH HEADWALL SOUTH HEADWALL 2'-1‚ 2'-6 1'-6 1'-10ƒ 4 1'-0 2'-07j1 SECTION THRU PARAPET44i1 @ 646MIN.MIN.64 TOP OF WINGWALL DETAILS2'-622'-62" CL. TOP OF PARAPET TOP OF OPENING PERMISSIBLE CONSTRUCTION JOINT TOP OF OPENING TOP OF PARAPET CONSTRUCTION JOINT ALTERNATE PERMISSIBLE CONSTRUCTION JOINT PERMISSIBLE 662'-06s2 6s3 4d1 4d2 6f3 6f2 6f1 TYPICAL SECTION - NEAR CENTER OF APRON F.F.H. 5b B.F.H. 4b 1'-212'-0 1.5% BEVELED KEYWAY 6m2 6m1 B.F.V. 5c F.F.V. 4c CL.2‚CL.3•(9'-4 @ | RCB)VARIES(LOOKING NORTH THRU SOUTH HEADWALL) SEE SHEET V.2 FOR LOCATION OF SECTION A-A. WALL DETAILS THIS SHEET. FOR REINFORCING IN CURTAIN WALL SEE CURTAIN 2. 1. LENGTH2'-10‡3'-03'-04'-0 LENGTHD = PIN DIAMETER. ALL DIMENSIONS ARE OUT TO OUT. NOTE: BENT BAR DETAILS D=4• D=2 D=2• D=3ƒ 11 6 9„ 5'-3•1'-7•1'-7…5'-0‹ 2'-64'-114'-8„1'-6„9 1'-71'-4D=6 SHAPELOCATION LENGTHNO.WT. PARAPET, VERTICAL APRON,TRANS.,BOTT. APRON,TRANS.,TOP CURTAIN, HORIZONTAL WING SLOPE, F.F CURTAIN, VERT. WING SLOPE, BOTH F. WING SLOPE, BOTH F. CURTAIN, HORIZONTAL PARAPET FOOTINGS CONCRETE WINGWALLSONE HEADWALL QUANTITIES ESTIMATED REINF. STEEL WINGWALL, B.F.H. L APRON, LONGIT.,BOTT. APRON, LONGIT.,BOTT. APRON, LONGIT.,TOP APRON, LONGIT.,TOP APRON, LONGIT.,TOP PARAPET, HORIZONTAL WINGWALL, B.F.H. WINGWALL, F.F.H. WINGWALL, F.F.V. WINGWALL, F.F.V. WINGWALL, B.F.V. WINGWALL, B.F.V. WINGWALL, B.F.V. WINGWALL, B.F.V. WINGWALL, F.F.H. 2 2 2 2 6 8 12 VAR 10 2 25 4 4 8 4 4 2 10'-6 7'-8 VAR 14 6'-7 3'-02'-2 ~ NOTE: INCLUDES TOP OF WINGWALL QUANTITIES. HEADWALL NOTES: 6s1 4i1 4b1,2,5b3,4,&6f36s3 6p2 5t1 5c4,5,&6 - 4'-0- 3'-0 D=4• D=4• BAR 4b1 4d2 4d1 6f1 6f2 6f3 4i1 7j1 6m1 6m2 6p1 6p2 6s1 6s2 6s3 5t1 4b2 5b3 5b4 4c1 4c2 5c3 5c4 5c5 5c6 0° SKEW 12' x 9' HEADWALL BILL OF REINFORCING FOR ONE REQUIREMENTS. THE "LENGTH" COLUMN REFLECTS TOTAL NUMBER OF FEET NECESSARY TO MEET THESE PROJECT INTO END SECTION OF BARREL A MINIMUM OF 2'-0 BEYOND BACK OF PARAPET. PARAPET (INTO END OF BARREL). LONGITUDINAL BARS "d", "6f1", AND "6f3" ESTIMATED TO HORIZONTAL TAILS OF BARS "b" & "s" ESTIMATED TO EXTEND 2'-0 BEYOND BACK OF CONCRETE QUANTITIES ARE ESTIMATED FROM BACK OF PARAPET. BARS SHALL BE 3 INCHES. UNLESS OTHERWISE NOTED OR SHOWN. CLEARANCE TO THE BOTTOM ENDS OF VERTICAL CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING BAR IS TO BE 2" SPECIFICATIONS. INTERVALS OF NOT MORE THAN 3'-0 IN EITHER DIRECTION AS OUTLINED IN THE STANDARD ALL SLAB AND FLOOR REINFORCING STEEL IS TO BE SUPPORTED BY BAR CHAIRS AT THE SIDES OF THE FOOTING ARE TO BE FORMED TO INSURE CORRECT LINE AND GRADE. THIS HEADWALL IS BASED ON A 3:1 SLOPE NORMAL TO CENTERLINE OF ROADWAY. SEE SHEET V.1 FOR GENERAL INFORMATION, SPECIFICATIONS, AND DESIGN STRESSES. 28'-1 11'-10 1.7 14.1 23.6 CY 39.4 4728 LB VAR 14 VAR 16 VAR 58 VAR 44 32 VAR 25 VAR 18 25 42 196 66 323 284 15 55 570 350 32 115 107 369 156 95 108 685 324 75 178 46 167 99 172 31'-8 30'-2 11'-8 TO 2 EACH 31'-8 30'-2 8'-6 TO 2 EACH 11'-10 2'-10 TO 2 EACH 11'-0 4'-9 2'-10 TO 2 EACH 15'-10 9'-0 TO 2 EACH 15'-6 21'-6 26'-7 20'-6 15'-10 4'-11 TO 2 EACH 31'-8 13'-2 22'-9 TO 13'-9 16'-3 TO 7'-9 12'-6 14'-10 27'-9 33'-0 6 5'-11 99 2'-4‚1'-10‚ DESIGN FOR 0° SKEW STA. 325+25.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 9' x 183' REINFORCED 3'-763'-1681•" CL.2•" CL. 1'-3 4‚" CL.1'-0 1'-24" CL. CL. 3ƒ CL. 3ƒ PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L POST SPACING PLAN AT HEADWALL RAILING QUANTITIES ORNAMENTAL METAL LOCATION QUANTITY TOTAL (LF) PARAPETS & WINGWALLS (2 HDWLS.) ORNAMENTAL METAL RAILING NOTES: RAILING COLOR SHALL BE BLACK. FENCE CONSTRUCTION OF THIS TYPE. ALL POSTS SHALL BE SET VERTICAL. THE RAILING SHALL BE TRUE TO LINE AND COMPLY WITH THE BEST PRACTICE FOR A123. BASE PLATES SHALL RECEIVE A POWDER COAT FINISH TO MATCH THE POSTS. GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM BASE PLATES SHALL BE PROVIDED BY THE RAILING MANUFACTURER AND SHALL BE STRENGTH OF 8000 POUNDS BASED ON 4000 PSI CONCRETE. THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MINIMUM PULLOUT TO THE CONTRACTOR. FIELD CUTTING OF PANELS WILL NOT BE ALLOWED. MATERIALS SHALL NOT BE ORDERED UNTIL APPROVED SHOP DRAWINGS ARE RETURNED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER. RAILING THE FENCE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. ANCHORS AND SHIMS, AND ALL OF THE EQUIPMENT AND LABOR REQUIRED TO ERECT SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING CONCRETE SPECIFICATIONS, SERIES OF 2004. THE PRICE BID FOR "ORNAMENTAL METAL RAILING" DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN FOR THE AMERISTAR PRODUCT. ALTERNATE FENCE PRODUCT SUBMISSIONS SHALL BE SHALL MEET OR EXCEED THE LOAD CAPACITY AND SURFACE FINISH SPECIFICATIONS GENERAL COMPLIANCE WITH THE RAILING GEOMETRY DETAILED ON THIS PLAN AND LAYOUTS FOR APPROVAL. ALTERNATE RAILING PRODUCT SUBMISSIONS SHALL BE IN THE CONTRACTOR MAY SUBMIT ALTERNATE MANUFACTURER'S DESIGNS AND PANEL 4. APPROVED EQUAL 3. MERCHANTS METALS GAURDSMAN INDUSTRIAL "THE MONROE" 2. MASTER HALCO CLASSIC PREMIER UNIVERSAL 3-RAIL 1. AMERISTAR MONTAGE II "MAJESTIC" MANUFACTURED BY THE FOLLOWING APPROVED MANUFACTURERS: END POSTS. THE ORNAMENTAL METAL RAILING SYSTEM SHALL BE A 3-RAIL FENCE THE RAILING IS TO BE BID ON A LINEAL FOOT BASIS MEASURED FROM | TO | OF | RCB A A | BASE PLATE | BASE PLATE ELEVATION OF PARAPET FENCE SECTION A-A 1ƒPICKETS 1" x 1" RAILS 1ƒ x 1ƒ END POST 3 x 3 LINE POST 3 x 3 FLAT POST CAP END POST 3 x 3 ANCHORS STUD CONCRETE †"½ STEEL FLAT POST CAP LINE POST 3 x 3 END POST 3 x 3 1ƒ x 1ƒ RAILS PICKETS 1" x 1"1ƒTOP OF PARAPET TOP OF WINGWALL 4'-04 CL. MAX. 4 CL. MAX. UNDER POST CENTERED IN BASE PLATE •"½ DRAIN HOLE NUTS AND WASHERS GALVANIZED STEEL CONCRETE STUD ANCHORS •"½ HOLES FOR †"½x0'-6 ‚ ‚ STEEL PLATE GALVANIZED STEEL SHIM GALVANIZED BASE PLATE DETAILS FOR END POSTS AND LINE POSTS { 2•x• FOR EACH POST, TO BE USED AS REQUIRED. PROVIDE 3-ˆ" GALVANIZED STEEL SHIMS NOTE: IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. POSTS AND BASE PLATES SHALL BE GALVANIZED, AFTER FABRICATION, NOTE: WING PARAPET BACK FACE OF WING FRONT FACE OF PARAPET & 134.5 134.5 V.4 DETAILS RAILING DESIGN FOR 0° SKEW STA. 325+25.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 9' x 183' REINFORCED 3 POST SPACES @ 4'-1 = 12'-35• 8 8 •†1…1†ŽŽ•4‚ 3‚2ƒ2ƒ3• 5•31‚1‚ • •1‚1‚83•1ƒ7•7•1'-0…5 P O S T S P A C E S @ 5'-6' = 2 7'-6 5•1ƒ4•1ƒ PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L DESIGN FOR 15° SKEW (R.A.) STA. 327+00.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 10' x 208' REINFORCED PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L975 975975 975975975980980980980980980980980980980 980980 985985985985 985 985 985 985 S10101010 LONGITUDINAL SECTION ALONG | CULVERT 1000 990 980 970 960 1000 990 980 970 960 LOCATION NBENCH MARK NO. ?? 327+00 326+00 | DOUGLAS PARKWAY 328+00 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 | DOUGLAS PARKWAY 28'-026'-015'-015'-026'-028'-05'-0 5'-0 -1.41% ON DOUGLAS PKWY. PROPOSED PROFILE GRADE | DOUGLAS PKWY. STA. 327+00.00 12'-0 x 10'-0 x 208'-0 0.48% GROUND LINE EXISTING F.L. ELEV. = 975.00 F.L. ELEV. = 976.00 P.G.L. ELEV. = 993.07 P.G.L. ELEV. = 992.96 4:1 4:1 FILL HEIGHT = 8'-0 STD. 12'x10' 15° HDWL. 15° SEWER PROPOSED SANITARY VPC ELEV = 991.61 VPC STA = 328+00.00 VPT ELEV = 994.77 VPT STA = 325+75.14 WEIR INLET STRUCTURE LONGITUDE -93.881814° LATITUDE 41.628464° DALLAS COUNTY WALNUT TOWNSHIP SECTION 28 T-79N R-26W DOUGLAS PARKWAY HINGE POINT ELEV. = 994.24 HINGE POINT ELEV. = 993.67 PROPOSED GRADE 3:1 3:1 ESTIMATED SETTLEMENT = 1" UTILITIES LEGEND: SAN - CITY OF WAUKEE V.5 QUANTITIES NOTES & GENERAL PLAN, SITUATION SITUATION PLAN LOCATION WALLS TOTAL LOCATION CONCRETE PLACEMENT QUANTITIES SUMMARY OF REINFORCING STEEL TOTAL QUANTITY SLAB ESTIMATED CULVERT QUANTITIES 4-12 4-12 4-12 4-12 4-12 4-12 4-12 4-12 7-16 -- 7-16 12-16 12-16 -- 12-16 7-16 STANDARD TO THE FOLLOWING IOWA D.O.T. - HIGHWAY STANDARDS: FOR DETAILS AND NOTES NOT SHOWN REFER STANDARDS: ISSUED REVISED PWH 15-5-12 PWH 15-4-12 PWH 15-3-12 PWH 15-2-12 PWH 15-1-12 RCB 12-10-12 RCB-G2-12 RCB-G1-12 2'-0 * INCLUDES PARAPET AND TOP OF WINGWALL 9'-0 END SECTION (2 REQ'D.) 38'-0 BARREL SECTION (5 REQ'D.) STD. 12x10 HEADWALL, 15° SKEW (1 REQ'D.) WEIR INLET STRUCTURE (1 REQ'D.) 9'-0 END SECTION (2 REQ'D.) 38'-0 BARREL SECTION (5 REQ'D.) STD. 12x10 HEADWALL, 15° SKEW (1 REQ'D.) WEIR INLET STRUCTURE (1 REQ'D.) 2 AT 2780 5 AT 11,736 1 AT 6595 1 AT 5560 58,680 6595 2 AT 5.1 = 10.2 5 AT 21.4 = 107.0 1 AT 24.0 1 AT 2 AT 5.3 = 10.6 5 AT 22.6 = 113.0 1 AT 13.6 1 AT 28.2 299.0 39.2 2 AT 3.7 = 7.4 5 AT 15.8 = 79.0 * 1 AT 1.6 1 AT 74.8 132 SHOWN ON IOWA D.O.T. STANDARD PWH 15-2-12. THE WINGWALLS IN PLACE OF THE 4" CHAMFER A ƒ" CHAMFER SHALL BE USED ALONG THE TOP OF NOTE: BACKFILL DETAIL 2599-9999018 2414-6460000 2404-7775000 2403-0100020 2402-2720000 2402-0425040 ANTI-GRAFFITI COATING ORNAMENTAL METAL RAILING REINFORCING STEEL STRUCTURAL CONCRETE (RCB) EXCAVATION, CLASS 20 FLOODED BACKFILL SY LF LB CY CY CY SHALL BE CLEAR. MATCH THE LIMITS FOR FORMLINER PLACEMENT AS NOTED ON THIS SHEET. COLOR ACCORDANCE WITH MATERIALS I.M. 491.23. LIMITS OF ANTI-GRAFFITI COATING SHALL ANTI-GRAFFITI COATING". THE MATERIAL USED SHALL BE AN APPROVED TYPE IN APPLY ANTI-GRAFFITI COATING IN ACCORDANCE WITH "SPECIAL PROVISIONS FOR FINISHED GRADE. APPROVED EQUAL. LIMITS OF FORMLINER SHALL BE FROM TOP OF WALLS TO 1' BELOW FORMLINER SHALL BE 16950 - ADAMS'S RIB BY FITZGERALD FORMLINERS, OR FORMLINER SHALL BE APPLIED TO THE FRONT FACE OF ALL WEIR STRUCTURE WALLS. SHALL BE DEFORMED REINFORCEMENT UNLESS OTHERWISE NOTED OR SHOWN. ALL REINFORCING BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE STOCKPILED AT THE CONSTRUCTION SITE, AS DIRECTED BY THE ENGINEER. EXCESS CLASS 20 EXCAVATION MATERIAL SUITABLE FOR BACKFILLING SHALL BE PROPOSED CURTAIN WALL ALTERNATE BEFORE BEGINNING CONSTRUCTION. IS TO SUBMIT TO THE ENGINEER FOR APPROVAL COMPLETE DRAWINGS OF THE WALLS MAY BE APPROVED BUT AT NO ADDITIONAL COST. THE CULVERT CONTRACTOR DETAILED, ALTERNATE METHODS SUCH AS STEEL SHEET PILE AND PRECAST CONCRETE WHEN DE-WATERING PRESENTS A PROBLEM FOR PLACING THE CURTAIN WALL AS DIAMETER IN MILLIMETERS. STAMPED IMPRESSION ON THE REINFORCING BARS, AND IS EQUIVALENT TO THE BAR DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR DESIGNATION" IS THE IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN THE FIELD MAY THESE CULVERT PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION (`5a1 OF 8'-0. THE R.C.B. CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND EARTH FILLS THE CONTRACTOR OF THE CONSTRUCTION STARTING DATE. PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY UTILITY COMPANIES AND MUNICIPALITIES WHOSE FACILITIES ARE SHOWN ON THE STRUCTURE SKEWED 15° R.A. AT STA. 327+00.00. REINFORCED CONCRETE BOX CULVERT WITH STD. 15° HEADWALL AND WEIR INLET IT IS THE INTENT OF THIS DESIGN TO CONSTRUCT A 12'-0 x 10'-0 x 208'-0 INCLUDES CERTIFIED PLANT INSPECTION. FOR FLOODING. REFER TO IOWA D.O.T. STANDARD ROAD PLAN DR-111 FOR DETAILS. INCLUDES FURNISHING AND PLACING SUBDRAINS, FLOODABLE BACKFILL, POROUS BACKFILL AND WATER 6 5 4 3 2 1 3 1 FLOOR TOTAL (LB) TOTAL (CY) ITEM CODE ITEM UNIT TOTAL AS BUILT QUANTITY GENERAL NOTES: ELSEWHERE IN THESE PLANS. POLLUTION PREVENTION PLAN SHOWN NOTE: IN THESE PLANS. ROADWAY QUANTITIES SHOWN ELSEWHERE NOTE: ITEM NO. ITEM NO.ESTIMATE REFERENCE INFORMATION (TYP.)1 1 ENGLISH SIZE 4 5 6 `7 8 9 BAR DESIGNATION 13 16 19 22 25 29 FLOODED BACKFILL 4"½ PERFORATED SUBDRAIN POROUS BACKFILL EXCAVATION LIMITS CLASS 20 9'-0 5 SECTIONS @ 38'-0 = 190'-0 9'-0 208'-0 BACK TO BACK PARAPETS 107'-6 100'-6 WEIR DETAILS V.6 DESIGN FOR 15° SKEW (R.A.) STA. 327+00.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 10' x 208' REINFORCED PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L RAILING QUANTITIES ORNAMENTAL METAL LOCATION QUANTITY TOTAL (LF) ORNAMENTAL METAL RAILING NOTES: RAILING COLOR SHALL BE BLACK. FENCE CONSTRUCTION OF THIS TYPE. ALL POSTS SHALL BE SET VERTICAL. THE RAILING SHALL BE TRUE TO LINE AND COMPLY WITH THE BEST PRACTICE FOR A123. BASE PLATES SHALL RECEIVE A POWDER COAT FINISH TO MATCH THE POSTS. GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM BASE PLATES SHALL BE PROVIDED BY THE RAILING MANUFACTURER AND SHALL BE STRENGTH OF 8000 POUNDS BASED ON 4000 PSI CONCRETE. THE STUD CONCRETE ANCHORS SHALL BE GALVANIZED AND HAVE A MINIMUM PULLOUT TO THE CONTRACTOR. FIELD CUTTING OF PANELS WILL NOT BE ALLOWED. MATERIALS SHALL NOT BE ORDERED UNTIL APPROVED SHOP DRAWINGS ARE RETURNED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER. RAILING THE FENCE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. ANCHORS AND SHIMS, AND ALL OF THE EQUIPMENT AND LABOR REQUIRED TO ERECT SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL, INCLUDING CONCRETE SPECIFICATIONS, SERIES OF 2004. THE PRICE BID FOR "ORNAMENTAL METAL RAILING" DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN FOR THE AMERISTAR PRODUCT. ALTERNATE FENCE PRODUCT SUBMISSIONS SHALL BE SHALL MEET OR EXCEED THE LOAD CAPACITY AND SURFACE FINISH SPECIFICATIONS GENERAL COMPLIANCE WITH THE RAILING GEOMETRY DETAILED ON THIS PLAN AND LAYOUTS FOR APPROVAL. ALTERNATE RAILING PRODUCT SUBMISSIONS SHALL BE IN THE CONTRACTOR MAY SUBMIT ALTERNATE MANUFACTURER'S DESIGNS AND PANEL 4. APPROVED EQUAL 3. MERCHANTS METALS GAURDSMAN INDUSTRIAL "THE MONROE" 2. MASTER HALCO CLASSIC PREMIER UNIVERSAL 3-RAIL 1. AMERISTAR MONTAGE II "MAJESTIC" MANUFACTURED BY THE FOLLOWING APPROVED MANUFACTURERS: END POSTS. THE ORNAMENTAL METAL RAILING SYSTEM SHALL BE A 3-RAIL FENCE THE RAILING IS TO BE BID ON A LINEAL FOOT BASIS MEASURED FROM | TO | OF | RCB | BASE PLATE | BASE PLATEA A PARAPET & WINGWALLS POST SPACING PLAN AT OUTLET HEADWALL UNDER POST CENTERED IN BASE PLATE •"½ DRAIN HOLE NUTS AND WASHERS GALVANIZED STEEL CONCRETE STUD ANCHORS •"½ HOLES FOR †"½x0'-6 ‚ ‚ STEEL PLATE GALVANIZED STEEL SHIM GALVANIZED BASE PLATE DETAILS FOR END POSTS AND LINE POSTS { 2•x• FOR EACH POST, TO BE USED AS REQUIRED. PROVIDE 3-ˆ" GALVANIZED STEEL SHIMS NOTE: IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. POSTS AND BASE PLATES SHALL BE GALVANIZED, AFTER FABRICATION, NOTE: WING PARAPET FRONT FACE OF WING FRONT FACE OF PARAPET & FLAT POST CAP LINE POST 3 x 3 END POST 3 x 3 1ƒ x 1ƒ RAILS PICKETS 1" x 1"1ƒTOP OF WINGWALL 4 CL. MAX. END POST 3 x 3 ELEVATION OF PARAPET FENCE1ƒPICKETS 1" x 1" RAILS 1ƒ x 1ƒ END POST 3 x 3 LINE POST 3 x 3 FLAT POST CAP ANCHORS STUD CONCRETE †"½ STEEL TOP OF PARAPET4'-04 CL. MAX. SECTION A-A 74.8 74.8 V.7 DETAILS RAILING DESIGN FOR 15° SKEW (R.A.) STA. 327+00.00 | DOUGLAS PKWY. CONCRETE BOX CULVERT 12' x 10' x 208' REINFORCED 511„6 POST SPACES @ 5'-3 = 31'-6 8 8 •†1…1†ŽŽ•3• 3‡2ƒ2ƒ3• 5•31‚1‚ • •1‚1‚83•1ƒ4‚2•1‚1' -2…5…1' -2…2 POST SPACES @ 5' -10• = 11' -9PROJECT NO.: DATE: REVISIONS: DRAWING TITLE: DRAWING NO.: 1018R JULY 2018WAUKEE SECOND HIGH SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.com architects + engineersfrkPROPOSED NEWFoth Infrastructure & Environment, LLCPhone: 515-254-1393 Fax: 515-254-1642Johnston, IA 50131-29318191 Birchwood Court, Suite L