HomeMy WebLinkAbout2021-04-05-J12 Waukee 8-9 School_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 5, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Waukee
8/9 School
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a
76.01-acre development for a new middle school for the Waukee Community
School District located north of NW Douglas Parkway and west of NW 10th
Street. The site plan identifies the construction of a 134,110 square foot
middle school building that is proposed to be 40-feet in height. Athletic fields
are proposed at the north end of the site. These include a football field,
softball field, baseball field and two multi-use fields. A small concessions
building is also proposed near the athletic fields.
There are two primary accesses for the school. The main access is located off
of NW Douglas Pkwy and the other access is located off of NW Georgetown
Drive to the west. Parking and landscaping meets the requirements of the
ordinances. Public utilities will be extended into the site from NW Douglas
Parkway. The building elevations will be constructed of brick, architectural
metal paneling and aluminum windows and curtain walls.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the site plan request at their meeting on March 23, 2021 and
recommended approval:
Approval of a Site Plan for Waukee 8/9 School
Senior Planner, Melissa DeBoer, introduced the request for approval of a Preliminary Plat, Final Plat,
and Site Plan for a new 8-9 School as submitted by the applicant, Waukee Community School District.
The subject property is generally located north of NW Douglas Avenue and west of NW 10th Street,
containing approximately 76 acres. The subject property was recently annexed into the city limits.
Mrs. DeBoer advised that the project identifies the creation of one lot that is 76.01 acres in area. This
lot would contain a middle school (grades 8-9), associated parking, and accessory uses on it. The
middle school is proposed to be 134,110 square feet in size and approximately 40 feet at its highest
point. Approximately 36 classrooms are anticipated within the building. Athletic fields for football,
softball, baseball, and multi-use are identified as well as a 2,670 square foot concession stand to
service them. Space for a future natatorium building is shown on the west side of the site off of NW
J12
Georgetown Drive. A trash enclosure integral to the building is located on the northwest side of the
school building. NW Douglas Parkway will be extended to NW 10th Street with this project.
Mrs. DeBoer advised that there are two primary accesses for the school. One off of NW Georgetown
and a main access point off of NW Douglas Parkway. The site plan indicates a total of 574 parking
spaces, of which 25 are designated accessible spaces. Pedestrian walkways will be installed around the
building and throughout the site and 10 foot wide trails will be installed along both NW Douglas
Parkway and NW Georgetown Drive. Public utilities will serve the site and storm water will be
detained in basins located throughout the site, including a wet bottom pond located to the south east of
the proposed school just north of NW Douglas parkway. All landscape, open space, and lighting
requirements have been met at this time.
Staff would recommend approval of the preliminary plat, final plat, and site plan for New Waukee 8-9
School, subject to any remaining staff comments.
Commissioner Streit questioned if Staff was comfortable with the length of the pickup/drop
off zone. Mrs. DeBoer advised that it goes through the roundabout and exceeds the length of
some of the other schools in the area. Staff is comfortable with the provided distance for
queueing. Commissioner Streit questioned what would take up the space to the east of the
roundabout. Kirk Johnson, a representative for Waukee Community Schools, advised that the
district owns the property and has a future intention of keeping the space for a potential school
site or other use.
Commissioner Koshy questioned if there was enough parking. Mr. Johnson advised that it
exceeds the city requirements and any future development would include additional parking
space so, yes, the applicant is comfortable with the amount of parking.
Commissioner Hoifeldt questioned what the opening date of the school is anticipated to be.
Mr. Johnson advised that there is an anticipated date of Fall 2023.
Commissioner Streit moved to approve the Site Plan for New Waukee 8-9 School subject to any
remaining staff comments. The motion was seconded by commissioner Hoifeldt. Ayes: Streit, Koshy,
Inman, Ward, Broderick, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE SITE PLAN FOR WAUKEE 8/9 SCHOOL
(1455 NW DOUGLAS PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Waukee 8/9 School, subject to remaining staff comments on March 23, 2021;
AND,
WHEREAS, the Site Plan for Waukee 8/9 School is in general conformance with §160 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Waukee 8/9 School is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 5th day of April, 2021 that the Site Plan for Waukee 8/9 School is approved subject to
remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: New Waukee 8/9 School – Preliminary
Plat, Final Plat & Site Plan
PREPARED BY: Melissa DeBoer, AICP - Senior Planner
REPORT DATE: March 18, 2021
MEETING DATE: March 23, 2021
GENERAL INFORMATION
Owner / Applicant: Waukee Community School District
Engineer: Joel Jackson, P.E., Bishop Engineering
Request: The applicant is requesting approval of a
preliminary plat, final plat, and site plan for the
development of a middle school.
Location and Size: Property is generally located north of NW Douglas
Parkway and west of NW 10th Street, containing
approximately 76.01 acres.
Property Address: 1455 NW Douglas Parkway
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
March 18, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Single Family Residential A-1 (Agricultural)
North Agricultural Land Single Family Residential /
Open Space N/A / Dallas County
South Single Family Residential Single Family Residential R-2 (One & Two Family
Residential)
East Agricultural Land Single Family Residential N/A / Dallas County
West Agricultural Land Medium Density Residential N/A / Dallas County
HISTORY
This property has recently been annexed into the city limits. The Waukee Community School District
purchased the property and is now requesting approval of a preliminary plat, final plat and site plan for the
construction of a new middle school.
PROJECT DESCRIPTION
Preliminary Plat & Final Plat
The preliminary plat and final plat identify the creation of one (1) lot that is 76.01-acres in area. Lot 1 is
proposed to have a middle school (grades 8 & 9), associated parking and accessory uses located on it. All
required easements are identified on the preliminary plat and final plat.
Site Plan
The site plan identifies the construction of a 134,110 square foot middle school building that is proposed to be
40-feet in height at its highest point. The site plan indicates that there are 36 classrooms in the building.
Athletic fields are proposed at the north end of the site. These include a football field, softball field, baseball
field, and two multi-use fields. A 2,670 square foot concessions building is also proposed near the athletic
fields. A future natatorium building is shown located at the west side of the site, off of NW Georgetown
Drive.
A trash enclosure is located on the northwest side of the school building and will be integral to the building
similar to other recently constructed school buildings. Construction of the proposed middle school is planned
to begin in 2021 with a completion and opening date of Fall 2023.
ACCESS AND PARKING
There are two primary accesses for the school. The main access is located off of NW Douglas Pkwy and the
other access is located off of NW Georgetown Drive to the west
The Zoning Ordinance requires 186 daytime parking spaces and 231 evening parking spaces. The site plan
indicates a total of 574 parking spaces across the site, including 25 accessible parking spaces.
Pedestrian walkways will be installed around the building and throughout the site. 10-foot-wide trails will be
installed along both NW Douglas Parkway and NW Georgetown Drive.
March 18, 2021
3 of 3
UTILITIES
Utilities will be extended into the site from NW Douglas Parkway. Storm water for the site will be detained in
basins located throughout the site. A large pond will be located to the southeast of the proposed school
building, just north of NW Douglas Parkway, this will be a wet basin. The School District will be responsible
for the maintenance of the ponds on their property.
LANDSCAPING & OPEN SPACE
A total of 20% open space is required. The Site Plan indicates that 77.5% open space will be provided. A 25-
foot landscape buffer will be provided along the edges of the property that are adjacent to the athletic fields in
order to provide screening of the athletic fields for adjacent properties. The site will be sodded and seeded
with a variety of grasses and landscaping materials. The proposed landscape plan meets the requirements of
the Landscape and Open Space Ordinance.
ELEVATIONS
Elevations of the proposed buildings have been provided for review. Materials proposed include brick,
architectural metal paneling, and aluminum windows and curtain walls.
STAFF RECOMMENDATION
The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff
comments.
IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:THE SE 1/4 OF THE SW 1/4 SECTION 20, TOWNSHIP 79 NORTH,RANGE 26 WEST AND THE SW 1/4 OF THE SE 1/4 SECTION 20,TOWNSHIP 79 NORTH, RANGE 26 WEST, AND PARCELS 20-102,21-14 AND 21-15 OF THE SW 1/4 OF THE SW 1/4 SECTION 20,TOWNSHIP 79 NORTH, RANGE 26 WEST.ADDRESS:SCHOOL BUILDING:1455 NW DOUGLAS PARKWAYCONCESSIONS BUILDING:1255 NW DOUGLAS PARKWAYOWNER/PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTATTN: KIRK JOHNSON560 SE UNIVERSITY AVEWAUKEE, IA 50263PH: 515-97-5161ENGINEER/PROJECT MANAGER:JOEL JACKSON, PEBISHOP ENGINEERING3501 104TH STREETURBANDALE, IA 50322PH: 515-276-0467ZONING:A-1: AGRICULTURAL DISTRICTBUILDING SETBACKS:FRONT YARD = 35 FEETREAR YARD = 35 FEETSIDE YARD = 35 FEETMAXIMUM BUILDING HEIGHT = 40 FEETPARKING REQUIREMENTS:DAYTIME PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE + 1SPACE PER CLASSROOMEVENING PARKING REQUIREMENTS: 1 SPACE PER 4 SEATS INGYMNASIUMS & AUDITORIUMSDAYTIME PARKING REQUIRED = 150 + 36 = 186 STALLSEVENING PARKING REQUIRED = 921/4 = 231 STALLSPARKING PROVIDED = 574 STALLSOPEN SPACE & IMPERVIOUS SURFACE:TOTAL SITE AREA = 3,313,106 SFBUILDING AREA = 134,110 SFPAVEMENT AREA = 554,500 SFGRAVEL AREA = 56,100 SFTOTAL IMPERVIOUS SURFACE = 744,710 SF (22.5%)TOTAL OPEN SPACE = 2,568,396 SF (77.5%)BENCHMARK:TBM 1ARROW ON HYDRANTLOCATED AT NW DOUGLAS PKWY & NW STRATFORD DR; ON THENORTH R.O.W. OF NW DOUGLAS PKWY.ELEVATION=1020.29TBM 2BURY BOLT ON HYDRANTLOCATED ALONG THE WEST R.O.W. OF NW 10TH STREET; 504' +/-NORTH OF DRIVE.ELEVATION=1011.65SITE CONTROL:POINT #9500NORTHING= 593832.23EASTING= 1530786.15ELEVATION= 1019.04DESCRIPTION= SET CUT "X" ON BACK OF CURBVICINITY MAPSCALE: 1' = 1,000'COPYRIGHT 2021 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 MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARD 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED AS NOTEDSECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETL:\LAND PROJECTS 2020\200188\DWG\C0 COVER.DWG3/30/2021 8:14:25 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 CAPNNORTHSSOUTHEEASTWWESTF/OC-001 - C-702NEW WAUKEE 8/9 SCHOOLPRELIMINARY PLAT / SITE PLANSHEET INDEX:C-001CIVIL COVER SHEETC-200 - C-205LAYOUT PLANC-300 - C-306GRADING PLANC-400 - C-405UTILITY PLANC-500 - C-507LANDSCAPE PLANC-601 - C-604DETAILS SHEETC-701 - C-702SWPPPLI-101 - LI-502IRRIGATION PLANSSTAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.EARTHWORK BALANCE NOTES:1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING THE WEEK OF NOVEMBER 9TH, 2020. AT THE TIME OF SURVEY A DEEP DISC TILL HAD BEEN COMPLETEDON THE SITE APPROXIMATELY 4-6 WEEKS PRIOR TO THE SURVEY.2.CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THIS SITUATION INTO ACCOUNT AND MAKING THE SITE BALANCE. NO CHANGE ORDERS WILL BE ISSUED AS ITRELATES TO EARTHWORK QUANTITIES.3.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTORRESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.4.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS.FARM TILE NOTES:1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORMSEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH AN INSERT-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 50 FEET OF THE FIELD TILE.4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FARM TILES TO BISHOP ENGINEERING WITH BOTH ELEVATIONS AND STATE PLANE COORDINATES.PAVEMENT PLACEMENT NOTES:1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS.STORM & SANITARY TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE ALL 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 DEPARTMENT FOR APPROVAL PRIOR TO PAVING.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 CROSSES 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.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" AND CITY OF WAUKEE REQUIREMENTS.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 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.3.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.4.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.5.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.6.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDEADDITIONAL WALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY ANDALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID.7.SANITARY SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIESWITHIN 10' OF THE CROSSING.8.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.9.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.10.ALL WATER LINE MATERIAL SHALL BE C-900 UNLESS NOTED OTHERWISE ON PLANS. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.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.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 5" STORZ CONNECTION.17.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.18.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 COPYOF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: 38785-384163.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDEDFROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.REQUIRED AS-BUILTS:THE OWNER SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION POND STORM SEWER, PUBLIC STORM SEWER,NATURAL TURF PLAYING FIELDS, RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING(JOEL JACKSON AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BERESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.**CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORE SEEDING HAS TAKEN PLACE**AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNED CERTIFICATION STATEMENT TO THECITY 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.FENCE NOTES:1.SEE PLANS, DETAILS AND SPECIFICATIONS ON ALL FENCES.2.FENCES SHALL BE INSTALLED PRIOR TO SIDEWALKS IN MANY AREAS. THE CONCRETE SHALL BE AROUND THE FENCE POSTS AND THEFENCE IS NOT ALLOWED TO BE BOLTED TO OR ATTACHED TO THE WALKS. SEE DETAILS FOR FURTHER INFORMATION.SECURITY NOTES:1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE.2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID.C-001CIVILCOVER SHEETSPECIFICATIONS NOTES:1.ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE 8/9 SCHOOL PROJECT SPECIFICATIONS, THE CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS.2.FOR ANY DISCROPANCIES BETWEEN THE WAUKEE 8/9 SCHOOL PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATION SHALL GOVERNUNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTORSHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSEDSITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.FIRE DEPARTMENT ACCESS NOTES:1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, OR PORTIONS OF A BUILDING AS SOON AS VERTICALCONSTRUCTION OF THE BUILDING COMMENCES.2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 2015 IFC 503.2 AND SHALL EXTEND TO WITHIN 150 FEET OF ALL EXTERIORPORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.3.FIRE APPARATUS TRAIL (AS SHOWN ON PLANS) SHALL BE INSTALLED PRIOR TO BUILDING GOING VERTICAL. IF PAVEMENT IS NOT PLANNED TO BEINSTALLED PRIOR TO THE BUILDING GOING VERTICAL, THAN TEMPORARY ROCK ACCESS SHALL BE PROVIDED AROUND THE BUILDING AND CONNECTEDTO THE ROCK CONSTRUCTION ENTRANCE.4.ANY TEMPORARY ROCK USED FOR THE FIRE DEPARTMENT ACCESS ROUTE SHALL BE REMOVED FROM THE SITE PRIOR TO TOPSOIL SPREADING ANDSEEDING. SEE TOPSOIL NOTES ON COVER SHEET AND GRADING PLAN.5.ANY AND ALL FIRE APPARATUS ACCESS ROAD WORK NECESSARY TO COMPLY WITH WAUKEE FIRE DEPARTMENT REQUIREMENTS SHALL BE CONSIDEREDINCIDENTAL TO BID.TOPSOIL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING GEOTECHNICAL ENGINEER WHEN TOPSOIL HAS BEEN PLACED / RE-SPREAD ON SITE.GEOTECHNICAL ENGINEER WILL THEN INVESTIGATE AND PROVIDE WRITTEN VERIFICATION TO THE OWNER THAT AT LEAST 8" OF TOPSOIL HAS BEENPLACED IN ALL PERVIOUS AREAS OF THE SITE.2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF HAULING IN ADDITIONAL TOPSOIL IN AREAS THAT ARE DEFICIENT. CONTRACTOR SHALL ALSO BERESPONSIBLE FOR ADDITIONAL COSTS FOR SUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BY GEOTECHNICAL ENGINEER IF SITE IS FOUND TO BEDEFICIENT.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 OR JJACKSON@BISHOPENGR.COM) PRIORTO ANY 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' JOINTS.4.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS.5.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.POND GRADING & CONSTRUCTION NOTES:1.THE WET DETENTION POND WILL REQUIRE A CLAY LINER TO AN ELEVATION OF 2' ABOVE THE NORMAL POOL ELEVATION. CLAY LINER SHALL BE 12" THICK ANDCONFORM TO ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS AND PLAN DETAILS.2.OVER-EXCAVATION OF SAND SEEMS OR SAND LAYERS MAY BE NECESSARY TO PREVENT SLUFFING AND ALSO TO PREVENT GROUND WATER FROMCOMPROMISING THE CLAY LINER. COORDINATE WORK WITH GEOTECHNICAL ENGINEER ON THE CLAY LINER ON THIS PROJECT.3.IF THE POND DOES NOT HOLD WATER, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REWORK NECESSARY TO RECTIFY THE PROBLEM.4.ANY POND PUMPING NECESSARY, INCLUDING BUT NOT LIMITED TO, GRADING, INSTALLATION OF POND EDGE OR UTILITY INSTALLATION SHALL BE CONSIDEREDINCIDENTAL.5.POND DEPTH VERIFICATION: AT END OF PROJECT, CONTRACTOR SHALL VERIFY THE WET POND DEPTH AS MEASURED FROM NORMAL POOL EVERY 50 LFDOWN THE MIDDLE OF THE POND. FINAL MEASUREMENTS MUST BE NO LESS THAN 24" FROM DESIGN POND DEPTH. EXACT PROCESS OF MEASUREMENT ISCONTRACTOR MEANS & METHODS.6.IF POND DOES NOT MEET DEPTH REQUIREMENTS BECAUSE OF EITHER SILTING ACTION OR IMPROPER GRADING, CONTRACTOR SHALL CORRECT ISSUE AT NOCOST TO THE SCHOOL DISTRICT.
UPUPUPUPUPUPDDDW12"W12"W12"W12"W12"W12"W12"W12"DW8"W12"W12"ST6"ST6"ST6"DSJJDDDW12"W12"W12"W12"W12"W12"W12"W12"DW8"W12"W12"ST6"ST6"ST6"DSW8"W 8"W 8"W8"D DDDST6"ST 6"
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W8"W8"W8"W8"W8"W8"W8"D337.13'772.06'128.64'1473.68'OWNER: WILLIAM FOXFARM COMPANYZONING: AGOWNER: WILLIAM FOXFARM COMPANYZONING: AGOWNER: WILLIAM FOXFARM COMPANYZONING: AGOWNER:
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE0804080160L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:23:03 PM
C-200LAYOUT PLANSHEET C-201SHEET C-202SHEET C-203SHEET C-204SHEET C-205
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R3'DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:23:44 PM
C-201LAYOUT PLAN
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120' ROW
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NW DOUGLAS PKWY29' B/B37' B/B15' PUE26' B/B 61426 SF1.41 ACLOT "B"10'1'
C C C C C C C C C C C C C C
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:24:24 PM
C-202LAYOUT PLAN
UPUPUPJJ8"W8"W8"W8"W8"W8"W8"W8"W8"W4"SANSANSANSAN WWWWWWWWWWWWWWWWWWWWWWW102030405040302010102030405040302010HYD HYD
DDSSWV
WVWV
HYD CONCESSIONS BUILDINGFOOTPRINT = 2,670 SFFF = 1019.5037.17'20.33'54.50'16.50'87.00'54.17'47.00'61.00'4.33'15.50'18.88'33.12'44.67'9.67'13.00'1.00'14.00'10.67'19.33'59.67'0.58'50.67'9.25'33.67'0.58'32.67'0.58'11.00'38.67'55.25'9.42'0.62'PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50WWWW815131415151014108"W8"W8"R120.73' TO MEASURE LINER120.07' TO LANE #1R148.07' TO LANE #8R148.4' TO TRACK EDGER120.07' TO LANE #1R120.73' TO MEASURE LINER118.57' TO INSIDE CURB EDGER118.5' TO SLOT DRAINR119.07' TO INSIDE TRACK EDGE18'7'17'24'18'20'5'5'24'18'24'19'19'24'19'19'24'17'7'12'10'18'18'
10'
12'
1
2
'R166'9'9'9'R5'R20'R15'R20'R30'
R98'
R110'R7
0
'R98'R110
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2
0
0
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1
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'R3'R10'R10'R3'R3'R10'R10'R3'R5'R3'R50'R3'R5'R50'R50'R5'R148'R10'R5'R24'17'
7'9.5'8'8'8'5'8'8'5'8'8'5'8'9'FIELD GOAL POSTVERIFY LOCATION W/ OWNER(SEE DETAIL 4/C-603)FIELD GOAL POSTVERIFY LOCATION W/OWNER (SEE DETAIL 4/C-603)SCHEMATIC FIELD STRIPING SHOWNSEE ARCH PLANS FOR EXACT FIELD &LOGO STRIPING'D-ZONE' W/ TRACKSURFACING FORHIGH JUMP AREASECTION A-A(SEE DETAIL 1/C-603)SECTION B-B(SEE DETAIL 2/C-603)SE
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)'D-ZONE' W/FIELD SURFACETRACK SURFACING(SEE DETAIL 1/C-603SYNTHETIC FIELD SURFACING(SEE DETAIL 3/C-603)INSTALL NON-REMOVABLE PLAY CLOCK PERMANUFACTURER'S RECOMMENDATIONSPLAY CLOCK SUPPLIED BY OWNER(REF ELEC)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 10/C-601)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 10/C-601)BOLLARD W/ HC SIGN,TYP (SEE DETAIL 10/C-601)24" WIDE WHITECROSSWALK BARS, TYP24" WIDE WHITECROSSWALK BARS, TYPPA
V
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1
PAVEMENT TYPE 2
PAVEMENT TYPE 2PAVEMENT TYPE 3
PAVEMENT TYPE 2PAVEMENT TYPE 26" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)6" PCC TURNED DOWN WALK
6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)4" WIDE YELLOWPAINT STRIPES, TYP5" PCC WALK 6'6'6'5" PCC WALKSTEPS W/ HANDRAILS6" PCC WALK6" PCC ADA RAMP& LANDING, TYP6" PCC ADA RAMP& LANDING, TYP6" PCC ADA RAMP& LANDING, TYP6" PCC TURNED DOWN WALK 6" PCC TURNED DOWN WALK
(SEE DETAIL 5/C-601)
PAVEMENT TYPE 2
6" PCC WALKSTRUCTURAL STOOP, TYP(SEE DETAIL 9/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 9/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 9/C-601 FORTRANSITION)BOLLARD W/ DAYCAREPARKING SIGN(SEE DETAIL 10/C-601)5.43'5.59'40'1.5'R148.4' TO TRACK EDGER148.07' TO LANE #8INSTALL NON-REMOVABLE PLAY CLOCK PERMANUFACTURER'S RECOMMENDATIONSPLAY CLOCK SUPPLIED BY OWNER(REF ELEC)0.5'
1.5'
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ESYNTHETIC FIELD SURFACING(SEE DETAIL 3/C-603)TRACK SURFACING(SEE DETAIL 1/C-603SHOT PUT & DISCUS PAD(SEE DETAIL 12/C-603)6" PCC WALK6" PCC WALK12'6.5'R10'LONG JUMP SAND PIT(SEE DETAIL 9/C-603)LONG JUMP RUNWAY W/ TRACK
SURFACING (SEE DETAIL 11/C-603)LONG JUMP SAND PIT(SEE DETAIL 9/C-6035" PCC WALK6" PCC WALK6" PCC WALKFUTURE SCOREBOARD8' WIDELOCKABLE GATE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE INSTALLED 6" INTOWALK (SEE DETAIL 12/C-601)8' BLACK VINYL CHAIN LINKFENCE INSTALLED 6" INTOWALK (SEE DETAIL 12/C-601)6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)R5'R4.5'R149.9' TO CURB EDGER150.4' TO OUTSIDE CURB EDGE6'6'6'8'R48'R2'BLEACHERS W/ PRESS BOXOVER CONCRETE PAD(REF ARCH/STRUCTURAL)BLACK VINYL CHAIN LINKFENCE - TAPER HEIGHT TOMATCH STAIR TREAD/LANDING(SEE DETAIL 24/C-601)BLACK VINYL CHAIN LINKFENCE - TAPER HEIGHT TOMATCH BLEACHER HEIGHT(SEE DETAIL 24/C-601)6' TALL BLACK VINYLCHAIN LINK FENCE(SEE DETAIL 24/C-601)BLACK VINYL CHAIN LINKFENCE - TAPER HEIGHT TOMATCH BLEACHER RAMP(SEE DETAIL 24/C-601)BLACK VINYL CHAIN LINKFENCE - TAPER HEIGHT TOMATCH STAIRS/RAMP (SEEDETAIL 24/C-601)R10'R62'R3'12'20'
0.5'30'20'30'6.33'6.33'1455 NW DOUGLAS1255 NW DOUGLASHYD18.00'8.0
0
'18.00'8.0
0
'PRESS BOX30.94'3.33'30.22'45.33'61.16'42.00'EXPANSION JOINTAGAINST BUILDING5" PCC WALK5'13310853 SF76.01 ACR40'5' WIDE GATE5' WIDE GATETWO 6' WIDE GATES5' WIDE GATESCOREBOARD, VERIFYLOCATION WITH OWNER4' TALL BLACK VINYL CHAIN LINKFENCE AROUND PLAYGROUNDPROVIDE REMOVABLE FENCEPOST AS NECESSARY TO PROVIDEA MINIMUM OPENING OF 15' WIDE(SEE NOTES)5' WIDE GATE W/PANIC HARDWARE5' WIDE GATE5.42'40'1.5'6" PCC WALKIIIIIIIIIIII30.94'3.33'30.22'45.33'61.16'42.00'TWO 6' WIDE GATESDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPENDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPEN,INSTALL POLE CENTER 4" INFROM EDGE OF PAVEMENTTWO 6' WIDE GATESDUCKBILL HOLDBACKATTACHED TO 2"DIAMETER BLACK PVCPOLE TO HOLD GATEOPENDUCKBILL HOLDBACK ATTACHED TO 2"DIAMETER BLACK PVC POLE TO HOLDGATE OPEN, INSTALL POLE CENTER 4"IN FROM EDGE OF PAVEMENTDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPEN,INSTALL POLE CENTER 4" INFROM EDGE OF PAVEMENTDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPENTWO 6' WIDE GATES4' WIDE GATE4' WIDE GATETWO 6' WIDE GATESDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPEN,INSTALL POLE CENTER 4" INFROM EDGE OF PAVEMENTDUCKBILL HOLDBACK ATTACHEDTO 2" DIAMETER BLACK PVCPOLE TO HOLD GATE OPENDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:25:48 PM
C-203LAYOUT PLANCONCESSION BUILDING FENCE DETAILSCALE: 1" = 20'PLAYGROUND INSTALLATION NOTES:1.PLAYGROUND FENCE & SUBDRAIN SHALL BE INSTALLED IN THE FOLLOWING ORDER:A.FENCE POSTS & FOOTINGSB.SUBDRAIN AND STORM SEWERC.CURB & SIDEWALKSD.FENCE NETTING2.SEE DETAILS SHEETS FOR INSTALLATION DETAILS3.COORDINATE WITH OWNER FOR TIMING OF FENCE NETTING INSTALLATION ANDPLAYGROUND EQUIPMENT INSTALLATION. PLAYGROUND EQUIPMENT INSTALLATIONSHALL BE BY THE OWNER.
UPDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"DWVSANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"DWVSANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTW8"W8"W8"W8"W8"W8"W8"
W8"W8"W8"W8"W8"W8"W6"W8"W8"W8"W8"W8"
W
8"W
8"
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8"W8"W8"W8"W8"SANSANSANSANSANSANSANSA
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N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
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SA
N
SA
N
SA
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NHYDD DSSSWVWVDSSAN SAN 34.70'6.75'18.83'11.08'9.42'10.08'0.25'18.81'28.13'7.08'140.92'28.67'18.67'4.06'51.33'4.06'18.67'74.15'PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.5015' PUE678910116666610817'24'19'19'24'19'19'24'17'7'15'24'12'12'20'18'10'12'24'8'8'5'8.5'8'8'5'8'8'5'8.5'24'20'12'10'18'R5'R54'R30'R5'R5'R5'R5'R30'R
5
'R5'R45'R3'R50'R
5
'R3'R5'R50'R5'R
5
'R5'R
5
'R5'R5
'R5'R
5
'R5'R5
'R5'R5'R3'R
1
0
'R10'R
3
'R3'R
1
0
'R10'R3
'R5'R5'R5'R3'R100'R128'R25'R25'R100'R120'R3'R12
0
'R200'R3'R100'R120'R25'R25'R100'R112'R75'9'9'9'197 TOTAL PARKING STALLSIN EAST PARKING LOTBOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 10/C-601)BOLLARD W/ HC SIGN,TYP (SEE DETAIL 10/C-601)BOLLARD W/ HC SIGN,TYP (SEE DETAIL 10/C-601)PAVEMENT TYPE 1PAVEMENT TYPE 1PAVEMENT TYPE 1 PAVEMENT TYPE 1PAVEMENT TYPE 2PAVEMENT TYPE 224" WIDE WHITECROSSWALK BARS, TYPPAVEMENT TYPETRANSITION, TYPPAVEMENT TYPE 2
PAVEMENT TYPE 2 6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)6" PCC WALKR70'R80'R30'R50'R60'R1
0
0
'
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1
1
0
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6" PCC WALK 6" PCC WALK4" WIDE YELLOWPAINT STRIPES, TYP6" PCC WALK6" PCC TURNED DOWN WALK
(SEE DETAIL 5/C-601)6" PCC WALK6
"
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K6" PCC ADA RAMP& LANDING, TYP6" PCC ADA RAMP& LANDING, TYP6" PCC ADA RAMP& LANDING, TYPINSTALL 12 BIKE RACKSSPACED 3' O/C ON 6" PCCPAD (SEE DETAIL 14/C-602)EXPANSION JOINTAGAINST BUILDINGSTRUCTURAL STOOP, TYP(SEE DETAIL 9/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 9/C-601 FORTRANSITION)10'R12
0
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7
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2
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37.5' B/B
12'61.91'MS76°15'51"W226.17'MN89°38'33"W150.75'MN83°55'55"W169250 SF3.89 ACLOT "A"76.01 AC10'1'
10'1'
10'1'6" PCC WALK6" PCC WALKWHITE PAVEMENTMARKINGS24" WIDE WHITESTOP BARSTOP SIGN4" WIDE YELLOW STRIPE4" WIDE WHITE STRIPE6.33'R3'134.67'21.33'DDWVWVHYDHYDWVWVWVHYDWVWVHYDST30"ST30"ST30"ST30"ST30"ST 15"
SAN 8"
ST 30"W12"W12"W12"W12"W12"W12"W8"W8"ST 15"NW DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE)NW STRATFORD DR
(PUBLIC STREET - CONCRETE SURFACE)DEX STORM SEWER EASEMENTBOOK 2020 PG 36610EX SANITARY SEWEREASEMENTBOOK 2020 PG 36611EX STORM SEWER EASEMENTBOOK 2020 PG 36610SW
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4
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:26:34 PM
C-204LAYOUT PLAN
DDDD10'x45' DUGOUT10'x35' DUGOUT
10'x45' DUGOUT
10'x40' DUGOUT6" PCC WALK20'R250'R260'R5'R5'R25'R5'R20'R3'R
5
'R5'R10'20'20'30'10'12'
2
0
'20'20.5'60'60'60'60'25'25'25'R8'43'60'R60'10'10'1'10'1'WARNING TRACK MATERIAL(SEE DETAIL 2/C-604)WARNING TRACK MATERIAL(SEE DETAIL 2/C-604)SKINNED INFIELD MATERIAL(SEE DETAIL 1/C-604)BULLPEN W/INFIELD MATERIALBULLPE
N
W
/INFIELD
M
A
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R
I
A
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BULLPEN W/INFIELD MATERIALBULLPEN W/INFIELD MATERIAL8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYLCHAIN LINK FENCE8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION4' GATE W/ TOP RAILPROTECTION4' GATE W/ TOP RAILPROTECTIONPITCHING RUBBER, TYP(SEE DETAIL 6/C-604)PITCHING RUBBER, TYP(SEE DETAIL 6/C-604)HOME PLATE, TYP(SEE DETAIL 7/C-604)DOUBLE FIRST BASE(SEE DETAIL 9/C-604)BASE, TYP (SEEDETAIL 8/C-604)WARNING TRACK/INFIELDMATERIAL TRANSITION(SEE DETAIL 10/C-604)20'60'12' WIDE GATE W/ TOPRAIL PROTECTION24' FOUL POLE(SEE DETAIL 11/C-604)12' WIDE GATEFUTURE SCOREBOARDBY OWNERFUTURE SCOREBOARDBY OWNER24' FOUL POLE(SEE DETAIL 11/C-604)EXTEND WARNING TRACKMATERIAL 1' BEYOND FENCESOFTBALL OUTFIELD(SEE DETAIL 3/C-604)BACKSTOP(REF ARCH)6"
P
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A
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K6" PCC WALK6" PCC WALKBACKSTOP(REF ARCH)4' WIDE GATE4' WIDE GATENOTE: INSTALL CLAY BRICKS AROUNDALL PITCHING RUBBERS (INCL. BULLPEN),INSTALL CLAY BRICKS AROUND HOMEPLATE ON FIELD ONLY (NO BULLPEN)(SEE DETAIL 17/C-604)NOTE: INSTALL CLAY BRICKS AROUNDALL PITCHING RUBBERS (INCL. BULLPEN),INSTALL CLAY BRICKS AROUND HOMEPLATE ON FIELD ONLY (NO BULLPEN)(SEE DETAIL 16/C-604)BASEBALL OUTFIELD(SEE DETAIL 3/C-604)BASEBALL OUTFIELD(SEE DETAIL 3/C-604)FUTURE BLEACHERS(BY OWNER)FUTURE BLEACHERS(BY OWNER)8' WIDE LOCKABLE GATE90'90'90'90'60.5'95'R95
'
R13'R9'6
0
'30.5'45'15'
3'3'3'3'3'3'R13'R1
3
'R13'BASEBALL INFIELD(SEE DETAIL 3/C-604)SKINNED INFIELD MATERIAL(SEE DETAIL 1/C-604)WARNING TRACK MATERIAL(SEE DETAIL 2/C-604)WARNING TRACK MATERIAL(SEE DETAIL 2/C-604)WARNING TRACK MATERIAL(SEE DETAIL 2/C-604)4' GATE W/ TOP RAILPROTECTION4' GATE W/ TOP RAILPROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION8' BLACK VINYL CHAIN LINKFENCE W/ TOP RAIL PROTECTION32' FOUL POLE(SEE DETAIL 11/C-604)32' FOUL POLE(SEE DETAIL 11/C-604)12' WIDE GATE W/ TOPRAIL PROTECTION12' WIDE GATE W/ TOPRAIL PROTECTION12' WIDE GATE W/ TOPRAIL PROTECTIONWARNING TRACK/INFIELDMATERIAL TRANSITION(SEE DETAIL 10/C-604)WARNING TRACK/INFIELDMATERIAL TRANSITION(SEE DETAIL 10/C-604)4' WIDE GATE4' WIDE GATE8' BLACK VINYLCHAIN LINK FENCEPITCHING RUBBER, TYP(SEE DETAIL 6/C-604)HOME PLATE, TYP(SEE DETAIL 7/C-604)DOUBLE FIRST BASE(SEE DETAIL 9/C-604)BASE, TYP (SEEDETAIL 8/C-604)15'1'15'1'1'
1
5
'EXTEND WARNING TRACKMATERIAL 1' BEYOND FENCEEXTEND WARNING TRACKMATERIAL 1' BEYOND FENCEEXTEND WARNING TRACKMATERIAL 1' BEYOND FENCE8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)8' BLACK VINYL CHAIN LINKFENCE INSTALLED 6" INTOWALK (SEE DETAIL 12/C-601)8' BLACK VINYL CHAIN LINKFENCE IN MOW STRIP (SEEDETAIL 11/C-601)WARNING TRACK/OUTFIELD TRANSITION(SEE DETAIL 4/C-604)INFIELD/OUTFIELD TRANSITION(SEE DETAIL 4/C-604)INFIELD/OUTFIELD TRANSITION(SEE DETAIL 4/C-604)WARNING TRACK/OUTFIELD TRANSITION(SEE DETAIL 4/C-604)IIIIIIIIIIIIIIIIIIIIIIIIIIIIEX 3' WIRE FENCEEX 3' WIRE FENCEDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C2 LAYOUT.DWG3/30/2021 8:28:39 PM
C-205LAYOUT PLAN
UPUPUPUPUPUPDDDDW12"W12"W12"W12"W12"W12"W12"W12"D10201021102210201019101910211022102210201018101910211022101710201021102010191020102110201
0
1
9101810161015
10211022102110211022102310221021W8"10171016W12"W12"ST6"ST6"ST6"1019D1020101910211022SJJ2212345678DDDDW12"W12"W12"W12"W12"W12"W12"W12"D10201021102210201019101910211022102210201018101910211022101710201021102010191020102110201
0
1
9101810161015
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N
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1000100510151020101210131014101610171018101910211
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101510201016101710181018101810191019101910211022 1025102310241026 1027 102810251021 1022 1023 1024NW DOUGLAS PKWYNW GEORGETOWN DR15' PUE10231022
169250 SF3.89 ACLOT "A"61426 SF1.41 ACLOT "B"13310853 SF76.01 AC1019101910221023C C C C C C
CDDWVWVHYDHYDWVWVWVHYDWVWVHYD101610171
0
1
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0
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51012EX STORM SEWER EASEMENTBOOK 2020 PG 36610EX SANITARY SEWEREASEMENTBOOK 2020 PG 36611EX STORM SEWER EASEMENTBOOK 2020 PG 3661010131017SE1/4 - SW1/4
SW
1
/
4
-
S
E
1
/
4 1027.66 EX1021.47 EX1026.42 EX1014.07 EX1003.26 EX1013.87 EX1021.921021.811020.761019.701018.651019.561022.661022.851022.001022.961023.101019.861017.721018.371018.861018.101021.231021.901021.631022.761022.491022.631022.701020.371027.43 EX1028.981028.261028.551028.051026.811023.981021.281022.211022.241023.321023.141021.551021.941021.951023.731026.561027.801027.041027.291026.081026.33TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".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.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE0804080160GRADING 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/SL:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:42:50 PM
C-300GRADING PLANTEMPORARY SEDIMENTBASIN #1 (SEE SHEET C-307)TEMPORARY SEDIMENTBASIN #3 (SEE SHEET C-307)TEMPORARY SEDIMENTBASIN #5 (SEE SHEET C-307)TEMPORARY SEDIMENT BASIN GRADING NOTES:1.CONTRACTOR SHALL GRADE TO TEMPORARY CONTOURS SHOWN ON THIS PLAN TO SERVE AS ATEMPORARY SEDIMENT BASIN PRIOR TO ANY LAND DISTURBANCE UP STREAM OF THE SEDIMENT BASIN.2.CONTRACTOR SHALL HAVE SWPPP INSPECTOR APPROVED SEDIMENT BASINS PRIOR TO ANY OTHERCONSTRUCTION.3.INSTALL TEMPORARY CMP STANDPIPE AND TEMPORARY CMP PIPE. SEE SWPPP FOR DETAILS.4.STOCKPILE ADEQUATE SOIL IN SURROUNDING AREA TO FILL BOTTOM OF SEDIMENT BASIN & GRADE TOFINAL SITE GRADES.5.CONTRACTOR SHALL EXTEND AND/OR UPDATE TEMPORARY CMP PIPE AS NECESSARY AS SITE GRADINGOCCURS TO ENSURE POSITIVE DRAINAGE. SAID WORK SHALL BE CONSIDERED INCIDENTAL TO SEDIMENTBASIN CONSTRUCTION.SEDIMENT BASIN MAINTENANCE NOTES:1.THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN, CLEANOUT, AND REPAIR THE SEDIMENT BASINSDURING THE PROJECT.2.SEDIMENT BASINS SHALL BE INSPECTED FOR SIGNS OF SEEPAGE, SETTLEMENT OR SLUMPING DURING ALLEROSION CONTROL INSPECTIONS. THESE PROBLEMS SHOULD BE REPAIRED IMMEDIATELY.3.SEDIMENT SHOULD BE REMOVED FROM THE BASIN WHEN IT ACCUMULATES TO ONE HALF OF THE WETSTORAGE VOLUME. DURING CLEANOUT, TRASH SHOULD BE REMOVED FROM THE BASIN AND THESTANDPIPE SHOULD BE CHECKED & CLEARED OF ANY ACCUMULATED DEBRIS.SEDIMENT BASIN REMOVAL NOTES:1.CONTRACTOR SHALL COORDINATE WITH CITY OF WAUKEE STORM WATER INSPECTOR FOR EXACT TIMINGOF THE REMOVAL OF THE SEDIMENT BASIN AS CONSTRUCTION PROGRESSES AND AREAS ARE STABILIZED.CONTRACTOR SHALL COORDINATE WITH SWPPP DESIGNER TO CONFIRM ACTIVE DISTURBED AREA IS LESSTHAN 10 ACRES PRIOR TO SEDIMENT BASIN REMOVAL.2.IT IS ANTICIPATED THAT THE SEDIMENT BASINS CAN BE REMOVED ONCE ALL OF THE FOLLOWING ISCOMPLETE: OPEN SPACES ARE SEEDED AND THE MAJORITY OF THE DRIVES ARE PAVED.3.FOR REMOVAL OF THE SEDIMENT BASIN: REMOVE TEMPORARY STANDPIPE, ANY TEMPORARY STORMSEWER, REMOVE EROSION CONTROL ASSOCIATED WITH TEMPORARY PIPE, FILL IN SEDIMENT BASIN,INSTALL PERMANENT STORM SEWER AND GRADE AREAS TO FINAL GRADES SHOWN ON GRADING PLAN.SHEET C-301SHEET C-302SHEET C-303SHEET C-304SHEET C-305SHEET C-306
UPUPW8"W8"W8"W8"D WV HYDWVHYDCOCOWATEREASEMENTTEMPORARYCONSTRUCTIONEASEMENTST6"ST 6"ST 6"ST 6"
SAN
SANHYDEND CURB4.8%3.0%2.0%
2.6%4.1%G GS
SWVWVWVWVWV1.0%1.2%1
.
5%1.5%1.5%1.0%1.0%1.0
%1.5%1.5%1.5%4.9%4.9
%4.9%1.0
%1.0%1.0%1.5
%
1.5
%
1.0
%
0.2
%1.5%1.0%1.6%0.0
%
1.0
%1.5%1.0
%1.5%1.0%0.0
%1.5%1.5%1.5%1.0
%
1.0
%4.7%4.7%1.0
%
1.0
%1.5%1.5%5.9%5.9%1.0
%
3.6
%
3.6
%
1.5%
1.5%
1.5
%1.5%0.0
%
1.5%
GM
PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.502
.
0%2.7%5.3%3.2%W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"D7.3%3.7%2.6%
3.5%
4.6%2.4%2.3%2.0%100-YRELEV=1026.80100-YRELEV=1022.49100-YRELEV=1019.92100-YRELEV=1020.31100-YRELEV=1022.79100-YRELEV=1022.53100-YRELEV=1026.75100-YRELEV=1021.22100-YRELEV=1019.36100-YRELEV=1020.272.0%2.0%2.7%2.0%2.2%2.
1%2.9%2.0%1.0%1.0%1025102510241022
1023102010211021
10221023
10
2
1
102
2
1023
1
0
2
0
102
5 103010301017 10181
0
1
9
1
0
2
110221023 1024102
6 10261027 10271028 10281029
10291031103110301030102710281029 102910311031
10201025101910211022102310241026102710281022
102
31020102510251023102310241024 10271028
1
0
2
5
102110221023102410261027102710281028
1025
1026
1027
1025
10251024102510231024 1026 1027 1028NW GEORGETOWN DR
1.5%1.5%1.0%1.5%1.5%
1.5%
1.5%1.5%1.5%
1.
5
%7.0%1.
5
%1.0%6.6%1.2%1.0%1.
5%5.9%6.7%1.0%1
.
5%1.0%1.
0
%1.5%PRACTICE FIELDPRACTICE FIELD15' PUE
HYD
C C C
CCCC10' ELECTRIC
EASEMENT1022.53E/W1022.03G1022.71E/WOVERTOPPING1021.95T/C1021.45G1024.90T/C1024.40G1025.47T/C1024.97G1025.56T/C1025.06G1025.19T/C1024.69G1024.83E/W1024.33G1025.07T/C1024.57G1025.07T/C1024.57G1024.90T/C1024.40G1024.77T/C1024.27G1024.65T/C1024.15G1024.65T/C1024.15G1025.38T/C1024.88G1025.51T/C1025.01G1025.74T/C1025.24G1025.66T/C1025.16G1025.62T/C1025.12G1026.22T/C1025.72G1028.22T/C1027.72G1028.41T/C1027.91G1027.50T/C1027.00G1027.98T/C1027.48G1028.89T/C1028.39G1027.98T/C1027.48G1025.63T/C1025.13G1027.77T/C1027.27G1027.50T/C1027.00G1026.11T/C1025.61G1026.92E/W1027.07E/W1028.78E/W1028.93E/W1029.77E/W1029.92E/W1028.53E/W1028.68E/W1029.04E/W1029.19E/W1024.99E/W1025.14E/W1023.94E/W1023.99E/W1024.14E/W1024.09E/W1024.29T/C1023.79G1023.81T/C1023.31G1024.11T/C1023.61G1025.39T/C1024.89G1024.73T/C1024.23G1025.10T/C1024.60G1023.74T/C1023.24G1023.44G1023.61G1024.32T/C1023.82G1023.84T/C1023.34G1023.27G1023.12G1023.77E/W1023.82E/W1023.62E/W1023.67E/W1023.82E/W1023.97E/W1023.42E/W1023.37E/W1023.22E/W1023.27E/W1023.30T/C1022.80G1022.92T/C1022.42G1023.11T/C1022.61G1023.21T/C1022.71G1023.37T/C1022.87G1023.62T/C1023.12G1023.83T/C1023.33G1028.97T/C1028.47G1028.49T/C1027.99G1028.21T/C1027.71G1027.49T/C1026.99G1028.75T/C1028.25G1029.10T/C1028.60G1024.62T/C1024.12G1024.50T/C1024.00G1024.27T/C1023.77G1024.45T/C1023.95G1024.34T/C1023.84G1024.16T/C1023.66G1024.25T/C1023.75G1024.15T/C1023.65G1023.94T/C1023.44G1024.05T/C1023.55G1023.95T/C1023.45G1023.84T/C1023.34G1023.98T/C1023.48G1022.80T/C1022.30G1023.13T/C1022.63GOVERTOPPING1023.01T/C1022.51G1022.99T/C1022.49G1023.23T/C1022.73G1023.41T/C1022.91G1023.65T/C1023.15G1024.16T/C1023.66G1024.66E/W1024.16G1023.23E/W1022.91E/W1024.09E/W1023.42E/W1023.42E/W1023.37E/W1023.25E/W1023.06E/W1023.11E/W1023.20E/W1023.32E/W1023.001023.001023.001023.501023.501023.451023.401020.791020.931023.501021.09T/C1020.59G1021.57T/C1021.07G1021.16T/C1020.66G1020.68T/C1020.18G1021.05T/C1020.55G1020.77T/C1020.27G1021.33T/C1020.83G1020.52T/C1020.02G1020.32T/C1019.82GOVERTOPPING1020.15T/C1019.65G1020.82T/C1020.32G1021.16T/C1020.66G1021.15T/C1020.65G1020.83T/C1020.33G1021.05T/C1020.55G1021.25G1022.07T/C1021.57G1021.62T/C1021.12G1023.301023.001023.501023.501023.35E/W1023.35E/W1021.93T/C1021.43GOVERTOPPING1021.73T/C1021.23G1021.48T/C1020.98G1020.641022.78E/W1022.69E/W1023.21E/W1023.21E/W1023.301023.451023.501023.501023.09E/W1023.19E/W1023.42E/W1021.19G1021.69E/W1021.75E/W1021.83E/W1021.77E/W1023.431021.931021.981022.371022.441022.391022.32E/W1021.93E/W1021.88E/W1020.801020.831020.831020.811019.251021.601016.861022.60T/C1022.10GOVERTOPPING1025.251022.261025.251022.23T/C1021.73G1022.61T/C1022.11G1030.211026.501028.04E/WOVERTOPPING1028.19E/W1029.07E/W1029.22E/W1028.75T/C1028.25G1028.03T/C1027.53GOVERTOPPING1027.00T/C1026.50G1027.72T/C1027.22G1028.37T/C1027.87G1024.93E/W1022.851021.151022.51OVERTOPPING1020.50T/C1020.00GOVERTOPPING1020.98T/C1020.48G1026.001022.801020.761021.14T/C1020.64G1021.35E/W1021.35E/W1023.42T/S1021.42B/S1023.42T/S1021.42B/S1
0
2
51027 1028
102810261027102810291029 1027.66 EX1026.42 EX1027.43 EX1028.981028.261028.551028.051026.811026.561027.801027.041027.291026.081026.33DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:43:35 PM
C-301GRADING PLAN
UPW8"W8"W8"W8"W 8"W 8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"D DHYDHYDWVST6"ST 6"ST 6"ST 6"ST 6"ST 6"COST 6"ST 6"ST 6"ST 6"ST 6"ST 6"CODDCONSTRUCTIONEASEMENT TEMPORARYCONSTRUCTIONEASEMENTST6"ST 6"ST 6"ST 6"ST 6"HYDSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SANSANSANSANSANSANSAN
HYD
HYD2.9%2.2%2.3%2.1%2.3%2.3%OVERTOPPINGEND CURBDG G G G G G G G G G G G G G
DDDDDD
SSSSD4.7%
2.5%3.9%3.9%6.1%
4:1100-YR PONDING ELEV = 1018.9950' WIDE OVERTOPPINGSSAN SAN 1.5%1.5%1.5%1.5%
1.5
%
0.8
%1.5%1.5%3.1%1.0%0.5%0.7%1.6%1.5%1.0%1.5%0.0%
0.0%0.0%1.5%1.5%0.9%1.5%0.0%1.5%1.5%0.8%1.5%1.5%0.0%1.5%0.0%1.5%0.0%1.5%0.8%0.3%0.3%1.0%1.0%1.2%0.4%1.4%0.4%1.0%
1.5%
1.5
%
1.5%
1.5%0.5%0.4%0.4%0.3%1.0%1.0%0.2%1.5%1.1%1.5%1.5%1.5%0.8%0.3%1.5%
1.5%0.3%1.5%
1.5%
1.5%
1.5%
1.5%
1.5%1.5%1.5%1.5%1.5%1.0%1.0%1.5%1.0%1.5%PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFPROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.505:12.6%3.8%3.0%15' PUE20'x30' ELECTRIC EASEMENT2.4%2.6%FUTURE NATATORIUMW8"
W8"
W8"
W8"W8"W8"W8"W8"W8"2.9
%
2.3%100-YRELEV=1020.86100-YRELEV=1020.88100-YRELEV=1020.97100-YRELEV=1019.97100-YRELEV=1020.12100-YRELEV=1020.82100-YRELEV=1021.53100-YRELEV=1021.00100-YRELEV=1017.30100-YRELEV=1020.44100-YRELEV=1018.55100-YRELEV=1021.82100-YRELEV=1021.81100-YRELEV=1022.01100-YRELEV=1022.56100-YRELEV=1021.49100-YRELEV=1023.15100-YRELEV=1023.33100-YRELEV=1023.63100-YRELEV=1022.87100-YRELEV=1023.092.0%2.0%2.0%2
.
2%7.0%2.9%2.0%2.3%2.0%2.0%2.1%3.3%4:1
11.6%
1.2
%1.4%1.4%1.4%1.0%
1.
4
%7.8%1015 102010141016101710181019 1021 1022 102110221025102110221023102410201018101910191019102110221023102010211022102310
2
1
10
2
2
10
2
3
1
0
2
4
10
2
1
1022
1023
10
2
2
1023
101510
2
0
1014101610171018101
9
1023102210231022102310221022102310231022102310261026
10211020102010
2
110211021102210231
0
2
4102310
2
4
10
2
4
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1024102
4 10241025102510211022102310231024102410221020101710181018101810191019101910211022 10251021 1022 1023 1024NW GEORGETOWN DR
NW DOUGLAS PKWY1.5%5.4%5.5%0.0%1.5%1.0%
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:44:45 PM
C-302GRADING PLAN
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4.5%
4.4%102313310853 SF76.01 AC4.7%4.1%3.7%2.9%1.0%1.0%1023.501023.501023.501023.501023.501023.251023.001023.42E/W1023.42E/W1023.35E/W1023.35E/W1023.44E/W1023.501023.501023.501023.421023.421023.421023.501023.021023.001023.001023.441023.501023.501023.44E/W1022.27E/W1022.32E/W1022.38E/W1022.17E/W1022.85E/W1022.79E/W1022.74E/W1022.73E/W1022.22E/W1021.72G1022.28E/W1021.78G1022.07E/W1021.57G1021.66G1021.66G1021.57G1021.77E/W1021.68E/WOVERTOPPING1021.491021.83T/C1021.33G1021.78T/C1021.28G1021.72T/C1021.22G1022.07T/C1021.57G1022.38T/C1021.88G1021.691021.55T/C1021.05G1021.76T/C1021.26G1022.04T/C1021.54G1021.89T/C1021.39G1021.80T/C1021.30G1022.25T/C1021.75G1021.00T/C1020.50G1021.34T/C1020.84G1021.93T/C1021.43G1021.59T/C1021.09G1022.45T/C1021.95G1022.10T/C1021.60G1022.18T/C1021.68G1021.94T/C1021.44G1021.69T/C1021.19G1021.45T/C1020.95G1021.22T/C1020.72G1022.76E/W1022.26G1022.83E/W1022.33G1022.67E/W1022.17G1022.74E/W1022.24G1022.29E/W1021.79G1021.71E/W1021.21G1021.65E/W1021.15G1021.52T/C1021.02GOVERTOPPING1021.79T/C1021.29G1022.94E/W1023.01E/W1023.39E/W1023.43E/W1022.85E/W1022.91E/W1023.34E/W1023.42E/W1022.46E/W1021.88E/W1023.411023.441023.491023.501022.19T/C1021.69G1021.74T/C1021.24G1021.04T/C1020.54G1020.99T/C1020.49G1021.751023.001023.001023.001023.501023.501023.001022.13E/W1022.07E/W1021.57G1021.41E/W1020.91G1021.14E/W1020.64G1021.09E/W1020.59G1021.22E/W1020.72G1020.92E/W1020.42G1019.78GOVERTOPPING1022.26E/W1022.37E/W1022.18E/W1021.51E/W1021.25E/W1021.20E/W1021.32E/W1021.02E/W1020.73T/C1020.23G1019.58T/C1019.08G1019.78T/C1019.28G1020.96T/C1020.46G1020.30T/C1019.80G1020.17T/C1019.67G1020.07T/C1019.57G1020.11T/C1019.61G1019.91T/C1019.41GOVERTOPPING1020.08T/C1019.58G1019.00T/C1018.50G1019.11T/C1018.61G1019.88T/C1019.38G1020.30T/C1019.80G1020.85E/W1020.35G1020.43E/W1019.93G1019.66E/W1019.16G1019.55E/W1019.05G1020.05E/W1019.55G1020.46E/W1019.96G1020.63E/W1020.13G1019.84E/W1019.73E/W1020.23E/W1020.67E/W1020.60E/W1020.81E/WOVERTOPPING1019.851019.74T/C1019.24G1019.59T/C1019.09G1019.50T/C1019.00G1019.59T/C1019.09G1019.74T/C1019.24G1019.96T/C1019.46G1020.03T/C1019.53G1020.21T/C1019.71G1020.38T/C1019.88G1019.97T/C1019.47G1021.25OVERTOPPING1021.73T/C1021.23G1023.501023.001023.44E/W1022.72E/W1022.63E/W1023.21E/W1023.301023.501023.501021.69E/W1021.77E/W1019.00T/C1023.001023.451023.351023.211019.491019.391019.491019.491019.491019.491019.391018.901018.971018.971018.971018.901018.971018.901019.331018.971018.931019.031018.901019.341019.031018.931018.971018.901018.971018.901018.971018.971018.901018.971019.031018.931018.901019.341019.341018.901018.901018.901019.341018.901018.901019.341019.341018.901019.341019.341019.371019.351019.351019.19E/W1019.37E/W1019.19E/W1018.87E/W1019.29E/W1018.79E/WOVERTOPPING1018.87E/W1019.21E/W1020.34E/W1020.42E/W1019.351019.351018.84E/W1019.06E/W1019.27E/W1019.27E/W1019.05E/W1019.421019.341019.201019.421019.341019.341019.421019.351019.341019.421019.351019.341019.421019.351019.351019.351019.251019.421019.341019.20E/W1019.421019.341019.09E/W1019.041019.051019.041019.011019.141019.201019.351019.351019.271019.151019.27E/W1019.30E/W1018.85E/W1019.071019.501019.211019.501019.501019.501019.501019.05E/W1019.05E/W1018.85E/W1019.30E/W1019.30E/W1019.12E/W1019.00E/W1018.81E/WOVERTOPPING1018.99E/W1018.94E/W1019.01E/W1019.19E/W1019.28E/W1019.08E/W1019.37E/W1019.55E/W1019.64E/W1019.82E/W1019.78E/W1019.60E/W1017.501019.251016.001019.441017.001017.001017.001017.001017.001017.781017.901018.471019.171016.501022.751019.441019.511019.581019.551020.24T/C1019.74G1021.19T/C1020.69G1020.95T/C1020.45G1021.91T/C1021.41G1021.73T/C1021.23G1021.94ULTIMATEOVERTOPPING1020.20E/W1019.70G1020.41E/W1020.44E/W1020.52E/W1019.69G1019.43G1019.88G1020.38E/W1019.88G1020.48E/W1019.98E/W1019.53E/W1019.79E/W1019.71E/W1019.521019.261019.711019.791019.21G1019.28G1019.84G1019.77G1020.61E/W1023.501023.501022.94T/C1022.44G1023.32T/C1022.82G1023.151023.341021.49E/W1020.99G1021.55E/W1021.05G1021.26T/C1020.76G1021.59E/W1021.65E/W1019.031018.931020.11E/W1019.61G1020.29E/W1019.05E/W1019.05E/W1019.30E/W1019.27E/W1019.501019.471019.501019.50OVERTOPPING1018.57OVERTOPPING1018.25OVERTOPPING1018.25OVERTOPPING1019.25OVERTOPPING1019.25OVERTOPPING1018.04OVERTOPPING1019.251022.801026.001023.261023.321023.271023.16E/W1023.09E/W1023.14E/WIIIIIIIIIIII1020101910211022102310241020101610171018101910211027102810291021.47 EXDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:45:45 PM
C-303GRADING PLAN
UPDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"D10171020102110201
0
1
9 101810161015102110221021WV10171016SANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"D10171020102110201
0
1
9 101810161015102110221021WV10171016SANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTW8"W8"W8"W8"W8"W8"W8"
W8"W8"W8"W8"W8"W8"W6"W8"W8"W8"W8"W8"
W
8"W
8"
W
8"W
8"W8"W8"W8"W8"SANSANSANSANSANSANSANSA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
NHYD5.4%7.3%4.5%2.9%TAPER OUT CURBTAPER OUT CURB4.1%4.0%4.5%1.6
%3.1%2.1%5:14:12.7%3.5%2
.1%DDSSSWVWVNORMAL POOL = 1012.00100-YR PONDING ELEV = 1017.59100-YR PONDING ELEV = 1015.48100' WIDE OVERTOPPING50'
W
I
D
E
O
V
E
R
T
O
P
P
I
N
GDSSANSAN 1.5%1.5%1.5%1.5%1.0%1.0%1.0%1.0%1.0%1.0%0.4%0.5%0.5%0.5%0.4%0.4%1.5%1.0%1.5%1.5%1.5%1.5%1.5%1.0%1.5%1.0%1.5%
1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.0%2.1%2.2%1.0%1.0%1.5%0.0%1.5%1.5%1.5%1.5%2.0%2.0%1.6%2.0%PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.505:1
5:13:13:14:15:13.2%2.1%9.0%1.1
%1.7%15' PUE3.2
%
1
.
9%
1.0
%
1.
2
%1.4%100-YRELEV=1017.57100-YRELEV=1018.37100-YRELEV=1018.48100-YRELEV=1019.26100-YRELEV=1018.74100-YRELEV=1018.85100-YRELEV=1020.98100-YRELEV=1021.01100-YRELEV=1017.99100-YRELEV=1019.66100-YRELEV=1021.35100-YRELEV=1022.052.1%2.3%4.0
%2.1%2.4%5:1 1010100810091011101210131014100010051015102010121013101410161017101810191021102210211022
1020
101
9
10
2
1
10
2
2
10211023102110221023
1
0
2
0
10
2
1
1022
102
0
10
1
8
1019
1019102010211021
1019102
0
101
9
101
9102010201018101910211015
1013
1014
1016101710181018
10111012
10
1
5
10
1
4
10
1
6
101
7
101
8
10
2
0
102110221020
1017
1018
1019
1021
1
0
1
5
10
1
6
10
1
510131014
101610171016101710181019102010
1
9
1019101810201018101910181010101110051000101510166:1NW DOUGLAS PKWY100-YRELEV=1014.271.5%
1.5%
1.5%
1.5%
1.5%
1.5%1.0%1.5%1.5%
1.5%169250 SF3.89 ACLOT "A"76.01 AC1018.821.5%101910191023.501023.501022.59E/W1022.44E/W1023.501023.221023.501023.501023.391023.21E/W1023.06E/W1022.86E/W1023.01E/W1022.70E/W1022.70E/W1022.831022.781022.60G1022.65G1022.52G1022.51G1022.09G1022.01G1021.97G1022.11E/W1022.25E/W1022.13E/W1022.311022.211021.94E/W1022.21G1022.11G1022.01G1021.83G1022.15G1021.76G1021.87E/W1022.03T/C1021.53G1021.94T/C1021.44G1021.59T/C1021.09G1021.911022.011021.951022.10T/C1021.60G1022.06T/C1021.56G1021.60T/C1021.10G1021.94T/C1021.44G1022.04T/C1021.54G1021.13T/C1020.63G1021.59T/C1021.09G1021.68T/C1021.18G1022.28T/C1021.78G1022.83E/W1022.33G1022.23E/W1021.73G1021.52T/C1021.02G1023.01E/WOVERTOPPING1022.41E/W1023.001022.00OVERTOPPING1022.521023.001021.751023.001022.78T/C1022.28G1022.66T/C1022.16G1022.28T/C1021.78G1022.42T/C1021.92G1022.94E/W1022.79E/W1023.03E/W1023.18E/W1022.40E/W1022.55E/W1022.04E/W1022.19E/W1022.09E/W1021.94E/W1022.03T/C1021.53G1021.41T/C1020.91G1021.92T/C1021.42G1021.79T/C1021.29GOVERTOPPING1021.57T/C1021.07G1021.42T/C1020.92G1022.03T/C1021.53G1022.65E/W1022.85E/W1022.75E/W1022.69E/W1022.54E/W1022.50E/W1023.42E/W1023.251023.001023.001023.001023.48E/W1023.501023.501022.01E/W1021.86E/W1023.001023.001023.001023.001023.001023.001019.55E/W1019.40E/W1021.24E/W1021.09E/W1021.251021.25T/C1020.75G1021.59T/C1021.09G1020.73T/C1020.23G1020.35T/C1019.85G1020.56E/W1020.71E/W1019.41E/W1019.26E/W1019.54E/W1019.68E/W1018.86E/W1019.01E/W1018.92E/W1018.82E/W1018.69T/C1018.19G1018.30T/C1017.80G1018.74T/C1018.24G1018.55T/C1018.05G1021.00E/W1020.50G1020.68E/W1020.18G1021.75E/W1021.25G1022.05E/W1021.55G1022.13E/W1021.63G1021.85E/W1020.78E/W1021.10E/W1022.15E/W1022.24E/W1022.26E/W1019.13T/C1018.63G1019.26T/C1018.76G1018.99T/C1018.49G1019.77T/C1019.27G1019.59T/C1019.09G1018.25T/C1017.75G1018.60T/C1018.10G1018.78T/C1018.28G1018.60T/C1018.10G1018.44T/C1017.94G1018.71T/C1018.21G1018.85T/C1018.35G1018.87T/C1018.37G1019.35T/C1018.85G1019.54T/C1019.04G1019.65T/C1019.15G1019.42T/C1018.92G1018.84T/C1018.34G1019.31T/C1018.81G1018.85T/C1018.35G1020.57T/C1020.07G1019.57T/C1019.07G1019.79T/C1019.29G1019.43T/C1018.93G1019.11T/C1018.61G1021.01T/C1020.51G1019.11T/C1018.61G1020.12T/C1019.62G1020.32T/C1019.82G1020.20T/C1019.70G1020.07T/C1019.57G1020.28T/C1019.78G1019.89T/C1019.39G1019.58T/C1019.08G1019.48T/C1018.98G1019.40T/C1018.90G1019.78T/C1019.28GOVERTOPPING1019.90T/C1019.40G1019.93T/C1019.43G1020.00T/C1019.50G1019.95T/C1019.45G1018.87T/C1018.37G1019.25T/C1018.75GOVERTOPPING1019.14T/C1018.64G1019.36T/C1018.86G1019.21T/C1018.71G1019.59T/C1019.09G1019.96T/C1019.46G1020.34T/C1019.84GOVERTOPPING1020.15T/C1019.65G1020.47T/C1019.97G1019.00T/C1018.50G1019.55E/W1019.05G1020.46E/W1019.96G1019.73E/W1020.64E/W1020.60E/W1020.72E/W1021.25E/W1021.07E/W1020.17E/W1020.05E/W1020.40E/W1020.28E/W1018.00T/C1017.50G1018.31T/C1017.81G1017.82T/C1017.32G1018.28T/C1017.78G1018.51T/C1018.01G1018.37T/C1017.87G1017.65T/C1017.15G1018.73T/C1018.23G1019.08T/C1018.58G1020.16T/C1019.66G1020.44T/C1019.94G1018.60T/C1018.10G1018.61T/C1018.11G1019.82E/W1019.78E/W1019.60E/W1022.751021.00T/C1020.50G1020.24T/C1019.74G1020.31T/C1019.81G1020.58T/C1020.08G1020.75T/C1020.25G1021.19T/C1020.69G1021.91T/C1021.41G1022.381018.27T/C1017.77G1018.67T/C1018.17G1019.06T/C1018.56G1019.19T/C1018.69G1019.81T/C1019.31G1020.32T/C1019.82G1020.57T/C1020.07G1021.11T/C1020.61G1020.84T/C1020.34G1020.78T/C1020.28G1019.76T/C1019.26G1020.10T/C1019.60G1020.31T/C1019.81G1020.59T/C1020.09G1020.461020.64T/C1020.14G1020.92T/C1020.42G1020.45T/C1019.95G1020.24T/C1019.74G1019.99T/C1019.49G1019.79T/C1019.29G1019.68T/C1019.18G1019.82T/C1019.32G1019.67T/C1019.17GOVERTOPPING1020.40T/C1019.90G1019.52T/C1019.02G1019.79T/C1019.29GOVERTOPPING1019.65T/C1019.15G1019.43T/C1018.93G1019.41T/C1018.91G1019.23T/C1018.73GOVERTOPPING1018.87T/C1018.37G1018.85T/C1018.35G1018.56T/C1018.06G1020.52T/C1020.27G1020.03T/C1019.78G1019.69T/C1019.44G1019.57T/C1019.32G1019.27T/C1019.02G1018.83T/C1018.58G1018.91T/C1018.66G1018.92T/C1018.67G1019.23T/C1018.98G1019.89T/C1019.64G1020.64T/C1020.39G1020.63T/C1020.13G1020.29T/C1019.79G1019.87T/C1019.37G1019.43T/C1018.93G1019.51T/C1019.01G1021.24T/C1020.74G1020.49T/C1019.99G1019.52T/C1019.02G1019.501018.001018.001019.501019.501017.63E/W1017.48E/W1017.15E/W1017.00E/W1016.92E/W1016.77E/W1018.701018.701021.65E/W1021.15G1019.501013.901022.55OVERTOPPING1017.02OVERTOPPING1017.52E/W1017.37E/W1018.67E/W1019.35E/W1019.20E/W1020.15E/W1020.00E/W1021.11E/W1021.26E/W1022.24E/W1022.39E/W1021.52E/W1021.67E/W1020.20E/W1021.15E/W1021.00E/WOVERTOPPING1018.67T/C1018.17G1018.86T/C1018.36G1019.35E/W1019.50E/W1018.51E/W1018.66E/WOVERTOPPING1018.95DDWVWVHYDHYDWVWVWVHYDWVWVHYD101610171
0
1
8
1019ST30"ST30"ST30"ST30"ST30"ST 15"
SAN 8"
ST 30"W12"W12"W12"W12"W12"W12"W8"W8"ST 15"NW DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE)NW STRATFORD DR
(PUBLIC STREET - CONCRETE SURFACE)D102010171
0
1
8 1019102110221023101610201018101910191015
101910221020102010181021101810151012EX STORM SEWER EASEMENTBOOK 2020 PG 36610EX SANITARY SEWEREASEMENTBOOK 2020 PG 36611EX STORM SEWER EASEMENTBOOK 2020 PG 3661010131017SW
1
/
4
-
S
E
1
/
41018.651017.721018.371018.861018.101021.231021.901021.63DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:46:31 PM
C-304GRADING PLAN
5:1
3:12.1%4:14:14:14:1
4:1
4:1
2.7%DDDD10'x45' DUGOUT10'x35' DUGOUT
10'x45' DUGOUT
10'x40' DUGOUTBASEBALL MOUND GRADING(SEE DETAIL 12/C-604)100-YR PONDING ELEV = 1013.27100' WIDE OVERTOPPING1.0%1.5%1.5%1.5%1.5%
1.
5%
1.
5
%1.5%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.5%1.0%1.0%1.0%0.7%1.0%1.0%0.3%1.5%0.4%0.3%
1.0%0.0%1.0%
0.
4%
0.
0
%0.5%1.0%0.0%1.0%1.0%1.0%1.4%1.4%1.6%1.7%1.5%1.5%1.4%0.7%
0.0%1.0%1.0%1.0%1
.
5%
1.0%1.5%0.1%0.4%0.0%1.0%1.0%
1.0%0.0%0.4%2.3%3.9%2.7
%
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:47:17 PM
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:47:56 PM
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE020102040L:\LAND PROJECTS 2020\200188\DWG\C3 GRADING.DWG3/30/2021 8:49:58 PM
C-307ADA GRADING& TSB GRADINGDETAILSNORTHEAST SIDEWALK ADA DETAILSTADIUM ADA PARKING DETAILWEST SIDEWALK CONNECTION ADA DETAILEAST SIDEWALK CONNECTION ADA DETAILTEMPORARY SEDIMENT BASIN #3 GRADING DETAILTEMPORARY SEDIMENT BASIN #5 GRADING DETAILTEMPORARY SEDIMENT BASIN #1 GRADING DETAIL
UPUPUPUPUPUPDDDDW12"W12"W12"W12"W12"W12"W12"W12"DW8"W12"W12"ST6"ST6"ST6"DSJ
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W8"W8"W8"W8"W8"W8"W8"DNW DOUGLAS PKWYNW GEORGETOWN DR15' PUE169250 SF3.89 ACLOT "A"61426 SF1.41 ACLOT "B"13310853 SF76.01 ACC C C C C C
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE0804080160L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:04:49 PM
C-400UTILITY 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 AND HYDRANT.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.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.SHEET C-401SHEET C-402SHEET C-403SHEET C-404SHEET C-405
UPUPW8"W8"W8"W8"D WV HYDWVHYDCOCOWATEREASEMENTST6"ST 6"ST 6"ST 6"
SAN
SANHYD2 - 5,000 GAL GREASE INTERCEPTORS& GREASE LINE (REF PLUMBING)G GS
SWVWVWVWVR150' HYDRANT RADIUS, TYPWVTRANSFORMER W/ MOAT(SEE DETAIL 12/C-602)GAS METER LOCATIONGM
PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"DSTRUCTURE #748" SW-401 MANHOLEW/ FLAT GRATERIM=1022.52FL(NE)=1018.79FL(S)=1018.54STRUCTURE #9W/ FLAT GRATE48" SW-401 MANHOLERIM=1022.63FL(W)=1020.19137LF 18" RCP @ S=0.40%STRUCTURE #10SW-505 INTAKET/C=1027.00FL(N)=1020.30FL(S)=1020.2061LF 15" RCP W/ GASKETEDJOINTS @ S=1.00%STRUCTURE #1148" SW-401 MANHOLEW/ FLAT GRATERIM=1026.50FL(S)=1021.1686LF 15" RCP @ S=1.00%23LF 6" FIRE SERVICEW/ 90° BEND6LF 6" WATERSERVICE & 6" VALVE8"x6" TEE, 8" VALVE& 6" VALVE6" 22.5° & 11.25°BENDS & 6"x6" TEE45LF 6" WATER58LF 15" PP W/ WATER TIGHT JOINTS @ S=2.00%STRUCTURE #3948" SW-401 MANHOLEW/ FLAT GRATERIM=1019.25FL(E)=1016.33FL(NE)=1016.33FL(S)=1016.23106LF 18" RCP W/ GASKETEDJOINTS @ S=0.40%STRUCTURE #40SW-501 INTAKET/C=1019.65FL(W)=1016.4831LF 15" RCP @ S=0.50%STRUCTURE #41SW-501 INTAKET/C=1020.00FL(NW)=1016.63FL(SW)=1016.5350LF 18" RCP @ S=0.40%STRUCTURE #4215" FESFL(SE)=1016.8653LF 15" RCP @ S=0.44%STRUCTURE #20448" SW-301 MANHOLERIM=1022.06INV(E)=1013.03INV(S)=1012.78STRUCTURE #20548" SW-301 MANHOLERIM=1022.71INV(SE)=1014.27INV(SW)=1014.27INV(W)=1013.9188LF 8" SAN SWR @ S=1.00%10LF 6" SAN SWR @ S=5.00%INV=1014.78(REF PLUMBING)STRUCTURE #37SW-505 INTAKERIM=1022.70FL(NE)=1015.36FL(SE)=1015.26*CRITICAL CROSSING*BOTTOM STORM = 1015.40±TOP WATER = 1013.80±*CRITICAL CROSSING*BOTTOM STORM = 1019.90±BOTTOM WATER = 1018.30±200LF 8" WATER8"x8" TEE & 8" VALVES321LF 8" WATER8" 11.25° BEND378LF 8" WATERREF GEORGETOWN PLANSFOR CONTINUATIONHYDRANT ASSEMBLYW/ 17LF 6" LEAD366LF 8" WATERFIRE SPRINKLERRISER LOCATIONFIRE DEPARTMENTCONNECTIONSTRUCTURE #9A48" SW-401 MANHOLERIM=1025.25FL(E)=1019.44FL(N)=1019.59FL(SW)=1019.34STRUCTURE #3848" SW-401 MANHOLEW/ FLAT GRATERIM=1021.15FL(N)=1015.88FL(SW)=1015.78150LF 15" RCP @ S=0.50%88LF 18" RCP @ S=0.40%*CRITICAL CROSSING*BOTTOM WATER = 1016.10±TOP WATER = 1014.60±NW GEORGETOWN DR15' PUE
HYDHYDRANTASSEMBLY8" WATER MAIN(REF GEORGETOWN PLANS)15" RCP (REFGEORGETOWN PLANS)6" SUBDRAIN (REFGEORGETOWN PLANS)C C C
CCCC10' ELECTRIC
EASEMENTFIBERGLASS BEND PERMIDAMERICAN STANDARDSDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:05:22 PM
C-401UTILITY PLAN
UPW8"W8"W8"W8"W 8"W 8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"D DHYDHYDWVST6"ST 6"ST 6"ST 6"ST 6"ST 6"COST 6"ST 6"ST 6"ST 6"ST 6"ST 6"CODDEASEMENTST6"ST 6"ST 6"ST 6"ST 6"HYDSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN
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SSSS*CRITICAL CROSSING*BOTTOM STORM = 1012.10±TOP SAN = 1011.50±INSTALL FLOWABLE MORTAR(SEE DETAIL 11/C-602)*CRITICAL CROSSING*(N) BOTTOM STORM = 1014.75±(N) TOP SAN = 1013.30±(S) BOTTOM STORM = 1014.45±(S) TOP SAN =1013.15±INSTALL FLOWABLE MORTAR(SEE DETAIL 11/C-602)R
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PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFPROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.5036" RCP STUB(BY OTHERS)15" RCP STUB(BY OTHERS)60" RCP (BY OTHERS)60" RCP (BY OTHERS)60" RCP (BY OTHERS)15" RCP STUB(BY OTHERS)15" RCP (BY OTHERS)15' PUE20'x30' ELECTRIC EASEMENTFUTURE NATATORIUMW8"
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W8"W8"W8"W8"W8"W8"STRUCTURE #4A72" SW-401 MANHOLERIM=1022.78FL(NW)=1013.40FL(S)=1013.30STRUCTURE #5SW-505 INTAKET/C=1021.25FL(NE)=1016.10243LF 24" RCP @ S=0.90%STRUCTURE #472" SW-401 MANHOLEW/ FLAT GRATERIM=1020.50FL(NW)=1015.69FL(SW)=1015.84FL(SE)=1015.5926LF 15" RCP @ S=1.00%STRUCTURE #660" SW-401 MANHOLEW/ FLAT GRATERIM=1020.15FL(N)=1016.58FL(W)=1016.43FL(SE)=1016.33159LF 24" RCP @ S=0.40%392LF 24" RCP @ S=0.50%61LF 24" RCP W/ GASKETEDJOINTS @ S=0.50%STRUCTURE #22B72" SW-401 MANHOLERIM=1021.27FL(N)=1012.25FL(W)=1012.10FL(E)=1012.00305LF 36" RCP @ S=2.29%STRUCTURE #22A48" SW-401 MANHOLERIM=1022.95FL(E)=1014.07FL(N)=1013.92FL(S)=1013.82157LF 18" N-12 @ S
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%STRUCTURE #2224" NYLOPLAST BASINRIM=1021.75FL(SE)=1017.26FL(W)=1017.0159LF 15" N-12 @ S=5.00%20LF 10" N-12 @ S=5.00%STRUCTURE #24A48" SW-401 MANHOLERIM=1022.44FL(E)=1015.47FL(W)=1015.47FL(N)=1015.87FL(S)=1015.22STRUCTURE #2424" NYLOPLAST BASINRIM=1021.75FL(SE)=1016.89FL(NE)=1016.89FL(W)=1016.6459LF 15" N-12 @ S=2.00%20LF 10" N-12 @ S=5.00%20LF 12" N-12 @ S=5.00%130LF 18" N-12 @ S=1.00%STRUCTURE #27SW-501 INTAKET/C=1021.13FL(E)=1016.0356LF 15" RCP W/ GASKETEDJOINTS @ S=1.00%STRUCTURE #2818" NYLOPLAST BASINRIM=1021.76FL(E)=1017.44FL(S)=1017.19110LF 8" N-12 @ S=1.20%STRUCTURE #2918" NYLOPLAST BASINRIM=1022.25FL(W)=1018.5656LF 8" N-12 @ S=2.00%STRUCTURE #31MOD. SW-506 INTAKET/C=1019.90FL(N)=1012.83FL(NW)=1012.69FL(SE)=1012.63108LF 36" RCP @ S=0.40%STRUCTURE #32SW-506 INTAKET/C=1020.65FL(N)=1013.74FL(S)=1013.64204LF 30" R
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%STRUCTURE #33SW-505 INTAKET/C=1021.50FL(NE)=1014.56FL(S)=1014.46180LF 30" RCP @ S=0.40%STRUCTURE #34SW-506 INTAKET/C=1020.90FL(E)=1015.05FL(NW)=1014.90FL(SW)=1014.8049LF 24" RCP @ S=0.50%STRUCTURE #3524" NYLOPLAST BASINRIM=1021.25FL(NE)=1016.45FL(W)=1016.2058LF 15" PP W/ WATER TIGHT JOINTS @ S=2.00%17LF 10" N-12 @ S=5.00%STRUCTURE #45SW-501 INTAKET/C=1023.50FL(N)=1015.34FL(SE)=1015.09226LF 15" RCP @ S=1.06%STRUCTURE #48SW-501 INTAKET/C=1023.87FL(W)=1018.77FL(S)=1018.52142LF
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%STRUCTURE #20248" SW-301 MANHOLERIM=1020.41INV(N)=1010.47INV(NW)=1010.47INV(E)=1010.22246LF 8" SAN SWR @ S=0.40%STRUCTURE #20348" SW-301 MANHOLERIM=1021.97INV(N)=1012.16INV(S)=1012.06398LF 8" SAN SWR @ S=0.40%155LF 8" SAN SWR @ S=0.40%RIM=1022.71INV(SE)=1014.27INV(SW)=1014.27INV(W)=1013.9188LF 8" SAN SWR @ S=1.00%STRUCTURE #20648" SW-301 MANHOLERIM=1024.35INV(SE)=1013.57327LF 8" SAN SWR @ S=0.95%ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1017.32ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1017.91ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1017.90ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1018.27FL(NE)=1015.36FL(SE)=1015.2690LF 24" RCP @ S=0.40%STRUCTURE #30SW-505 INTAKERIM=1019.81FL(NW)=1012.73FL(E)=1012.5320LF 30" RCP @ S=0.50%*CRITICAL CROSSING*BOTTOM STORM = 1015.35±TOP WATER = 1013.75±156LF 8" WATER8" 11.25° BENDHYDRANTASSEMBLY142LF 8" WATERHYDRANTASSEMBLYSTRUCTURE #336" FESFL(E)=1013.00STRUCTURE #28' FDHC W/ FLAT GRATE(SEE DETAIL 18/C-604)RIM=1017.75FL(W)=1012.40FL(E)=1012.83FL(N)=1012.65FL(S)=1012.30148LF 36" RCP @ S=0.40%STRUCTURE #160"x60" SW-402 MANHOLE W/ WEIR WALL(SEE DETAIL 15/C-602)RIM=1020.50FL(N)=1012.16FL(S)=1011.5719LF 36" RCP @ S=0.72%STRUCTURE #1924" NYLOPLAST BASINRIM=1018.50FL(W)=1014.50182LF 12" N-12 @ S=0.92%31LF 24" RCP @ S=2.79%8" WATER MAIN(REF GEORGETOWN PLANS)12" WATER (BY OTHERS)12" WATER (BY OTHERS)STRUCTURE #46SW-501 INTAKERIM=1023.67FL(N)=1016.86FL(W)=1017.01FL(S)=1016.76STRUCTURE #4748" SW-401 MANHOLEW/ FLAT GRATERIM=1022.77FL(E)=1017.7675LF 15" RCP @ S=1.00%STRUCTURE #4948" SW-401 MANHOLEW/ FLAT GRATERIM=1023.00FL(E)=1019.4366LF 15" RCP @ S=1.00%STRUCTURE #130SW-505 INTAKERIM=1016.98FL(N)=1010.69FL(S)=1010.59CONNECT TO EX STUBFL=1010.2336LF 24" RCP @ S=1.00%*CRITICAL CROSSING*BOTTOM STORM = 1015.85±TOP WATER = 1014.25±194LF 8" WATER*CRITICAL CROSSING*BOTTOM WATER = 1016.10±TOP WATER = 1014.60±8" 11.25° BEND*CRITICAL CROSSING*BOTTOM STORM = 1016.40±TOP WATER = 1014.80±NW GEORGETOWN DR
NW DOUGLAS PKWY166LF 15" RCP @ S=1.00%15' PUE15" RCP (REFGEORGETOWN PLANS)15" RCP (REFGEORGETOWN PLANS)6" SUBDRAIN (REFGEORGETOWN PLANS)15" RCP (REFGEORGETOWN PLANS)24" RCP (REFGEORGETOWN PLANS)24" RCP (REFGEORGETOWN PLANS)61426 SF1.41 ACLOT "B"65LF 24" RCP @ S=1.00%
C C C C C C C C C C C C C C
10' ELECTRICEASEMENTPROVIDE TWO RUNS OF 902LF4" CONDUIT FOR MIDAMERICANTERMINATE CONDUITSABOVE GROUNDS
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:05:59 PM
C-402UTILITY PLAN
UPNW DOUGLAS PKWYDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"DWVSANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTNW DOUGLAS PKWYDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"DWVSANHYD HYDWVHYD SPUBLIC SANITARY EASEMENTW8"W8"W8"W8"W8"W8"W8"
W8"W8"W8"W8"W8"W8"W6"W8"W8"W8"W8"W8"
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NHYDD DSSSR150' HYDRANT RADIUS, TYPWVWVD1,000 GAL GREASE INTERCEPTOR& GREASE LINE (REF PLUMBING)SSAN SAN*CRITICAL CROSSING*BOTTOM STORM = 1011.25±TOP SAN = 1008.85±*CRITICAL CROSSING*BOTTOM SAN = 1014.00±TOP STORM = 1012.35±PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.5024" RCP (BY OTHERS)30" RCP (BY OTHERS)18" RCP (BY OTHERS)15" RCP (BY OTHERS)18" RCP (BY OTHERS)15" RCP (BY OTHERS)15' PUESTRUCTURE #22X36" FESFL(W)=1005.00STRUCTURE #2424" NYLOPLAST BASINFL(SE)=1016.89FL(NE)=1016.89FL(W)=1016.64STRUCTURE #65X15" FESFL(E)=1005.00STRUCTURE #6548" SW-502 INTAKET/C=1017.65FL(NE)=1012.25FL(W)=1012.00105LF 15" RCP @ S=6.64%STRUCTURE #66SW-501 INTAKET/C=1018.27FL(NE)=1014.16FL(SW)=1014.0691LF 15" RCP W/ GASKETEDJOINTS @ S=2.00%STRUCTURE #67SW-501 INTAKET/C=1020.31FL(SW)=1015.7479LF 15" RCP @ S=2.00%STRUCTURE #50X30" FESFL(NE)=1005.00STRUCTURE #50SW-505 INTAKET/C=1018.30FL(N)=1012.10FL(SW)=1012.0097L
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%STRUCTURE #51MOD. SW-506 INTAKET/C=1018.25FL(N)=1012.98FL(SE)=1012.98FL(W)=1013.13FL(S)=1012.86191LF
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%STRUCTURE #52SW-506 INTAKET/C=1019.40FL(NE)=1013.75FL(E)=1013.90FL(W)=1013.90FL(S)=1013.65166LF 30" RCP @ S=0.40%STRUCTURE #56SW-501 INTAKET/C=1019.00FL(W)=1014.73139LF 15" RCP @ S=0.60%STRUCTURE #55SW-505 INTAKET/C=1018.87FL(NW)=1013.3080LF 15" RCP @ S=0.40%STRUCTURE #57SW-501 INTAKET/C=1021.25FL(W)=1014.66FL(E)=1014.56142LF 15" RCP W/ GASKETEDJOINTS @ S=1.00%STRUCTURE #5824" NYLOPLAST BASINW/ FLAT GRATERIM=1021.25FL(E)=1016.00134LF 15" N-12 @ S=1.00%STRUCTURE #59SW-501 INTAKET/C=1021.00FL(W)=1015.41FL(E)=1015.31140LF 18" RCP W/ GASKETEDJOINTS @ S=1.00%STRUCTURE #6048" SW-401 MANHOLEW/ FLAT GRATERIM=1021.75FL(SW)=1017.00FL(W)=1016.50FL(E)=1016.3089LF 18" RCP @ S=1.00%STRUCTURE #6118" NYLOPLAST BASINW/ FLAT GRATERIM=1022.00FL(NE)=1017.6060LF 8" N-12 @ S=1.00%STRUCTURE #200CORE DRILL CONNECTIONTO EX 48" SW-301 MANHOLEADJ RIM TO 1018.95INV(W)=1007.72INV(NE)=1007.57INV(S)=1007.47STRUCTURE #20148" SW-301 MANHOLERIM=1018.62INV(W)=1009.23INV(N)=1010.50INV(E)=1009.13352LF 8" SAN SWR @ S=0.40%315LF 8" SAN SWR @ S=0.50%STRUCTURE #21048" SW-301 MANHOLERIM=1021.25INV(NE)=1009.25INV(SW)=1009.15384
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%FL=1017.68157LF 8" WATER8" 45° BENDHYDRANT ASSEMBLYW/ 93LF 6" LEAD8"x8" TEE &8" VALVES67LF 8" WATER8" 45° BEND120LF 8" WATERRELOCATE BLOWOFF & CONNECTTO EX 8" WATER STUB615LF 8" WATER20LF 8" WATER8"x2" TEE, 8" VALVE & 4" VALVE*CRITICAL CROSSING*BOTTOM WATER = 1014.60±TOP SAN = 1010.90±*CRITICAL CROSSING*BOTTOM STORM = 1013.20±TOP WATER = 1011.60±*CRITICAL CROSSING*BOTTOM STORM = 1011.80±TOP WATER = 1010.20±*CRITICAL CROSSING*BOTTOM STORM = 1013.90±TOP WATER = 1012.30±*CRITICAL CROSSING*BOTTOM STORM = 1014.70±TOP WATER = 1013.10±STRUCTURE #2136" FESFL(S)=1012.00STRUCTURE #2060"x60" SW-402 MANHOLE W/ WEIR WALL(SEE DETAIL 16/C-602)RIM=1019.50FL(N)=1011.50FL(S)=1010.0035LF 36" RCP @ S=1.40%STRUCTURE #20748" SW-301 MANHOLERIM=1022.89INV(N)=1015.63INV(E)=1018.66INV(S)=1015.52100LF 6" SAN SWR @ S=5.00%5LF 6" SAN SWR @ S=5.00%INV=1015.88(REF PLUMBING)*CRITICAL CROSSING*BOTTOM WATER = 1012.30±TOP SAN = 1008.90±12" WATER (BY OTHERS)12" WATER (BY OTHERS)STRUCTURE #7024" FES (BY OTHERS)INSTALL RESTRICTION PLATE IN FES(SEE DETAIL 20/C-604)NW DOUGLAS PKWY30" RCP (BY OTHERS)ASSEMBLY169250 SF3.89 ACLOT "A"76.01 ACEX INTAKET/C=1016.20FL(N)=1008.30DEX STORM MHRIM=1014.69FL(E)=1007.69FL(SW)=1007.44EX INTAKET/C=1019.43FL(N)=1014.13DEX STORM MHRIM=1019.45FL(E)=1010.35FL(W)=1010.25FL(S)=1014.40WVWVHYDTBM:ELEV=1021.24HYDWVWVWVHYDWVWVHYDEX 30" FESFL=1009.23ST30"ST30"ST30"ST30"ST30"ST 15"
SAN 8"
ST 30"W12"W12"W12"W12"W12"W12"W8"W8"ST 15"NW DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE)NW STRATFORD DR
(PUBLIC STREET - CONCRETE SURFACE)DEX STORM MHRIM=1019.16EX STORM SEWER EASEMENTBOOK 2020 PG 36610EX SANITARY SEWEREASEMENTBOOK 2020 PG 36611EX STORM SEWER EASEMENTBOOK 2020 PG 36610SW
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:06:31 PM
C-403UTILITY PLAN
UPUPUPJJ8"W8"W8"W8"W8"W8"W8"W8"W8"W4"SANSANSANSAN WWWWWWWWWWWWWWWWWWWWWWW102030405040302010102030405040302010HYD HYD
DDSS12LF 6" SUBDRAIN @ S=17.25%W/ 12"x6" REDUCER6"x6" TEEFL=1015.906"x6" TEEFL=1015.9012LF 6" SUBDRAIN @ S=17.25%W/ 12"x6" REDUCER6"x4" TEEFL=1015.9032LF 4" SUBDRAIN @ S=1.00%6"x6" TEEFL=1015.906"x6" TEEFL=1015.906"x6" TEEFL=1015.9012LF 6" SUBDRAIN @ S=7.75%18"x10" REDUCER18"x10" REDUCER12LF 6" SUBDRAIN @ S=7.75%189LF 6" SUBDRAININSTALL FLATELEV=1015.90189LF 6" SUBDRAININSTALL FLATELEV=1015.906"x6" TEEFL=1015.9012LF 6" SUBDRAIN @ S=2.00%12LF 6" SUBDRAIN @ S=12%12LF 6" SUBDRAIN @ S=12%6"x6" TEEFL=1015.90HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 8/C-603)138LF 6" SUBDRAININSTALL FLATELEV=1015.90202LF 6" SUBDRAININSTALL FLATELEV=1015.90202LF 6" SUBDRAININSTALL FLATELEV=1015.90138LF 6" SUBDRAININSTALL FLATELEV=1015.90250LF 6" SUBDRAININSTALL FLATELEV=1015.90R150' HYDRANT RADIUS, TYP
WV
WVWV
HYD CONCESSIONS BUILDINGFOOTPRINT = 2,670 SFFF = 1019.50PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50WWWW8"W8"W8"STRUCTURE #54SW-505 INTAKET/C=1019.00FL(SW)=1014.6713
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%STRUCTURE #6089LF 18" RCP @ S=1.00%60LF 8" N-12 @ S=1.00%24LF 15" N-12 @ S=5.00%STRUCTURE #10160" SW-401 MANHOLEW/ FLAT GRATERIM=1017.50FL(S)=1013.34FL(SW)=1011.97FL(NW)=1012.19FL(E)=1011.8743LF 6" N-12 @ S=5.00%STRUCTURE #10330" NYLOPLAST BASINRIM=1017.00FL(NW)=1012.73FL(NE)=1012.631
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0%STRUCTURE #10424" NYLOPLAST BASINRIM=1017.00FL(NW)=1013.30FL(SE)=1013.20119LF 18" N-12 @ S=0.40%STRUCTURE #10524" NYLOPLAST BASINRIM=1017.00FL(NW)=1013.87FL(SE)=1013.77117LF 15" N-12 @ S=0.40%STRUCTURE #10624" NYLOPLAST BASINRIM=1017.00FL(W)=1014.74FL(NW)=1014.59FL(SE)=1014.49154LF 15" N-12 @ S=0.40%STRUCTURE #10718" NYLOPLAST BASINW/ FLAT GRATERIM=1021.25FL(E)=1016.60186LF 8" PP W/ WATER T
IGHT
JOINTS @
S=1
.00%STRUCTURE #108A48" SW-401 MANHOLERIM=1019.44FL(N)=1015.21FL(W)=1015.21FL(SE)=1015.11131LF 15" N-12 @ S=0.40%STRUCTURE #10815" FESFL(S)=1016.0079LF 15" RCP W/ GASKETEDJOINTS @ S=1.00%STRUCTURE #109SW-501 INTAKET/C=1021.00FL(E)=1016.09220LF 15" RCP @ S=0.40%STRUCTURE #120B48" SW-401 MANHOLERIM=1018.90FL(SW)=1013.04FL(SE)=1012.94FL(NE)=1013.0475LF 24" RCP W/ GASKETEDJOINTS @ S=1.00%35LF 18" SLOTTED N-12 @ S=0.40%277LF 18" SLOTTED N-12 @ S=0.40%STRUCTURE #12810"x6" TEEFL(NE)=1015.65FL(SW)=1015.65171LF 10" SLOTTED N-12 @ S=0.40%24LF 18" SLOTTED N-12@ S=1.56%277LF 18" SLOTTED N-12 @ S=0.40%171LF 10" SLOTTED N-12 @ S=0.40%STRUCTURE #127BCAP ENDFL(SE)=1015.16384LF 12" SLOTTED N-12 @ S=0.30%STRUCTURE #126A18"x12" CROSSFL(W)=1013.63FL(NE)=1013.83FL(E)=1013.6344LF 12" SLOTTED N-12 @ S=0.40%STRUCTURE #123A15"x12" CROSSFL(SE)=1013.63FL(SW)=1013.83FL(NW)=1013.6344LF 12" SLOTTED N-12 @ S=0.40%STRUCTURE #124BCAP ENDFL(SE)=1015.16383LF 12" SLOTTED N-12 @ S=0.30%49LF 12" SLOTTED N-12 @ S=0.40%49LF 12" SLOTTED N-12 @ S=0.40%18"x6" TEEFL(S)=1013.42FL(E)=1013.80FL(N)=1013.42STRUCTURE #122IN-LINE ACO SPORT CATCHBASIN W/ TRASH BUCKETRIM=1018.90FL(W)=1017.2610LF 6" N-12 @ S=34.85%18"x6" TEEFL(SW)=1013.18FL(SE)=1013.60FL(NE)=1013.18STRUCTURE #121IN-LINE ACO SPORT CATCHBASIN W/ TRASH BUCKETRIM=1018.90FL(NW)=1017.2610LF 6" N-12 @ S=36.86%18"x6" TEEFL(SW)=1013.42FL(SE)=1013.80FL(NE)=1013.42STRUCTURE #120IN-LINE ACO SPORT CATCHBASIN W/ TRASH BUCKETRIM=1018.90FL(NW)=1017.2610LF 6" N-12 @ S=34.85%STRUCTURE #21148" SW-301 MANHOLERIM=1020.24INV(E)=1011.42INV(SW)=1011.17STRUCTURE #21248" SW-301 MANHOLERIM=1018.00INV(N)=1012.59INV(W)=1012.34184LF 8" SAN SWR @ S=0.50%56LF 6" SAN SWR @ S=3.50%ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1017.68FL=1013.86FL=1013.8618"x6" TEEFL=1014.9718"x6" TEEFL=1014.9710"x10" TEEFL=1014.01HIGH POINTFL=1014.2112"x12" TEEFL=1014.0153LF 18" SLOTTED N-12 @ S=0.40%60LF 18" SLOTTED N-12 @ S=0.40%53LF 18" SLOTTED N-12 @ S=0.40%58LF 18" SLOTTED N-12 @ S=0.40%58LF 18" SLOTTED N-12 @ S=0.40%HANDBOX W/ WOODFORDMODEL Y85 YARD HYDRANT(SEE DETAIL 7/C-603)HANDBOX W/ WOODFORDMODEL Y85 YARD HYDRANT(SEE DETAIL 7/C-603)104LF 12" N-12 @ S=0.50%STRUCTURE #11324" NYLOPLAST BASINRIM=1016.50FL(W)=1012.00FL(E)=1011.90310LF 12" N-12 @ S=0.60%STRUCTURE #11424" NYLOPLAST BASINRIM=1017.00FL(E)=1012.98244LF 12" N-12 @ S=0.40%STRUCTURE #53SW-501 INTAKERIM=1019.50FL(NE)=1014.40FL(SW)=1014.308" 45° BEND137LF 8" WATER8" 45° & 11.25°BEND& 8" VALVE584LF 8" WATER8" 45° BEND89LF 8" WATERINSTALLRELOCATEDBLOWOFF20LF 8" WATER8"x2" TEE, 8" VALVE & 4" VALVE79LF 4" WATERINV=1014.56(REF PLUMBING)69LF 15" RCP @ S=0.40%*CRITICAL CROSSING*BOTTOM STORM = 1016.20±TOP WATER = 1014.60±ROOF DRAIN CONNECTION(SEE DETAIL 5/C-602)FL=1015.50HYDRANT ASSEMBLYW/ 42LF 6" LEAD102LF EACH 1"PEX WATER LINE419LF 1" PEXWATER LINE366LF 1" PEXWATER LINE*CRITICAL CROSSING*BOTTOM STORM = 1012.60±TOP SAN = 1011.00±1" PEX BENDS*CRITICAL CROSSING*BOTTOM STORM = 1015.50±TOP WATER = 1013.40±4 SEPARATE 1" PEX INTOBLDG FROM DUGOUTS(REF PLUMBING)HYDR150' HYDRANT RADIUS, TYPHYDRANTASSEMBLYPRESS BOX13310853 SF76.01 AC272LF 1" PEXWATER LINEHANDBOX W/ POWER OUTLET& DATA CONDUIT (REF ELEC)(SEE DETAIL 7/C-603)HANDBOX W/ WOODFORDMODEL Y85 YARD HYDRANT(SEE DETAIL 7/C-603)*CRITICAL CROSSING*BOTTOM STORM = 1015.20±TOP WATER = 1013.60±IIIIIIIIIIIIDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:07:24 PM
C-404UTILITY PLAN
DDDHIGH POINTFL=1012.40359LF 6" SLOTTED N-12 @ S=0.50%D359LF 6" SLOTTED N-12 @ S=0.50%HIGH POINTFL=1013.20199LF 6" SLOTTED N-12 @ S=0.50%6" 90° BENDFL=1012.20219LF 6" SLOTTED N-12 @ S=0.40%199LF 6" SLOTTED N-12 @ S=0.50%6" 90° BENDFL=1012.20119LF 6" SLOTTEDN-12 @ S=0.70%6" 90° BENDFL=1010.606" 90° BENDFL=1010.60327LF 6" SLOTTED N-12 @ S=0.40%234LF 6" SLOTTED N-12 @ S=0.55%BASEBALL FIELD 2" SUBDRAINTOTAL LENGTH = 5,786 LF(SEE DETAIL 14/C-604)BASEBALL FIELD 2" SUBDRAINTOTAL LENGTH = 1,825 LF(SEE DETAIL 14/C-604)10'x45' DUGOUT10'x35' DUGOUT
10'x45' DUGOUT
10'x40' DUGOUT40LF 12" ADS ADVANEDGE PIPE(SEE DETAIL 15/C-604)CONNECT ADVANEDGE TOSLOTTED DRAIN W/ 6" N-12& NECESSARY FITTINGSCONNECT ADVANEDGE TOSLOTTED DRAIN W/ 6" N-12& NECESSARY FITTINGS45LF 12" ADS ADVANEDGE PIPE(SEE DETAIL 15/C-604)35LF 12" ADS ADVANEDGE PIPE(SEE DETAIL 15/C-604)CONNECT ADVANEDGE TOSLOTTED DRAIN W/ 6" N-12& NECESSARY FITTINGSCONNECT ADVANEDGE TOSLOTTED DRAIN W/ 6" N-12& NECESSARY FITTINGS45LF 12" ADS ADVANEDGE PIPE(SEE DETAIL 15/C-604)STRUCTURE #9060" SW-401 MANHOLEW/ FLAT GRATERIM=1013.50FL(S)=1009.20FL(N)=1009.10286LF 30" RCP @ S=0.50%STRUCTURE #9160" SW-401 MANHOLEW/ FLAT GRATERIM=1014.00FL(S)=1009.84FL(N)=1009.74108LF 30" RCP @ S=0.50%STRUCTURE #9272" SW-401 MANHOLEW/ FLAT GRATERIM=1014.50FL(W)=1010.40FL(SW)=1010.40FL(N)=1010.30116LF
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%STRUCTURE #10060" SW-401 MANHOLEW/ FLAT GRATERIM=1015.00FL(W)=1010.99FL(E)=1010.89122LF 30" RCP @ S=0.40%220LF 30" RCP @ S=0.40%STRUCTURE #9324" NYLOPLAST BASINRIM=1015.00FL(W)=1011.00FL(SE)=1011.00FL(NE)=1010.9099L
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%IN-LINE ACO SPORT CATCHSTRUCTURE #9424" NYLOPLAST BASINRIM=1016.00FL(E)=1012.09217LF 15" N-12 @ S=0.50%STRUCTURE #80X30" FESFL(SW)=1004.00STRUCTURE #8060"x60" SW-402 MANHOLE W/ WEIR WALL(SEE DETAIL 17/C-602)RIM=1014.80FL(SW)=1004.60FL(NE)=1004.505
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%STRUCTURE #90A72" SW-401 MANHOLERIM=1013.58FL(S)=1008.75FL(W)=1008.83FL(E)=1008.65STRUCTURE #11048" SW-401 MANHOLEW/ FLAT GRATERIM=1014.50FL(SW)=1010.04FL(W)=1010.04FL(SE)=1010.39FL(E)=1009.94223LF 15" N-12 @ S=0.50%STRUCTURE #11124" NYLOPLAST BASINRIM=1014.50FL(S)=1010.77FL(NE)=1010.67127LF 12" N-12 @ S=0.50%STRUCTURE #11224" NYLOPLAST BASINRIM=1015.00FL(N)=1011.29104LF 12" N-12 @ S=0.50%19LF 8" N-12 @ S=5.00%STRUCTURE #82X15" FESFL(W)=1011.00STRUCTURE #8215" FESFL(E)=1013.00264LF 15" RCP @ S=0.76%STRUCTURE #83X36" FESFL(SW)=1007.00STRUCTURE #83B84" SW-401 MANHOLERIM=1013.65FL(SE)=1007.21FL(SW)=1008.75FL(W)=1007.21FL(NE)=1007.1127LF 36" RCP @ S=0.40%STRUCTURE #8360" SW-401 MANHOLEW/ FLAT GRATERIM=1013.00FL(S)=1008.77FL(N)=1008.67159LF 36" RCP @ S=0.40%STRUCTURE #8436" FESFL(N)=1009.1595LF 36"
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%27LF 8" N-12 @ S=2.00%STRUCTURE #9524" NYLOPLAST BASINRIM=1015.00FL(E)=1011.39FL(NW)=1011.2972LF 12" N-12 @ S=0.40%STRUCTURE #9624" NYLOPLAST BASINRIM=1014.75FL(W)=1011.6769LF 12" N-12 @ S=0.40%RELOCATED8"x8" TEE W/8"x6" REDUCERSFL=1009.29STRUCTURE #83A60" SW-401 MANHOLERIM=1014.00FL(S)=1007.95FL(NW)=1007.85181LF 36" RCP @ S=0.40%8"x8" TEE W/8"x6" REDUCERSFL=1011.3271LF 30"
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%QUICK CONNECT (SEEIRRIGATION PLANS)QUICK CONNECT (SEEIRRIGATION PLANS)OUTLET DRINKING FOUNTAINDRAIN INTO FRENCH DRAIN(SEE DETAIL 19/C-604)1" PEX TO CONCESSIONBUILDINGOUTLET DRINKING FOUNTAINDRAIN INTO FRENCH DRAIN(SEE DETAIL 19/C-604)1" PEX TOCONCESSIONBUILDINGOUTLET DRINKINGFOUNTAIN DRAIN INTOFRENCH DRAIN (SEEDETAIL 19/C-604)1" PEX TOCONCESSIONBUILDINGOUTLET DRINKING FOUNTAINDRAIN INTO FRENCH DRAIN(SEE DETAIL 19/C-604)1" PEX TO CONCESSIONBUILDINGIIIIIIIIIIIIIIIIIIIIIIIIIIIIDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C4 UTILITY.DWG3/30/2021 9:08:00 PM
C-405UTILITY PLAN
UPUPUPUPUPUPJ
J
W8"W 8"W8"D D WV HYDHYDHYD WVWV HYDCOCOCOCODDHYD102030405040302010102030405040302010169250 SF3.89 ACLOT "A"61426 SF1.41 ACLOT "B"13310853 SF76.01 ACC C C C C
CDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE010050100200DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULEL:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:25:21 PM SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BEAPPLIED AT A RATE OF 2,500 LBS PER ACRE.SEED: MIX TO BE "SUPER TURF II" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 440 LBS PER ACRE.SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PERUNITED SEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE.C-500LANDSCAPESEE DETAILSHEET C-502SEE DETAILSHEET C-501SEE DETAILSHEET C-504SEE DETAILSHEET C-503SEE DETAILSHEET C-506SEE DETAILSHEET C-505LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD AND/OR SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ONCONSTRUCTION ACTIVITIES.3.STAKE SOD ON ALL SLOPES 4 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICTOCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FORNURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANTMATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTILAFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUNDCOVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDINGTO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUTTHE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORKOR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTINGUTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPEARCHITECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.12.ALL GENERAL SITE EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR BLACK, OR APPROVEDEQUAL.13.EDGING AROUND MONUMENT SIGN SHALL INCORPORATE 6" WIDE, NATURAL LIMESTONE EDGING. LAYOUTDIMENSIONS AS SHOWN ON DETAIL (SHEET C-501). SAW CUT ENDS AND SET STONE FLUSH AND TIGHT TOADJACENT STONE.14.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEWPLANTS FOR A PERIOD OF 30 DAYS.15.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOODMULCH UNLESS NOTED.16.BED AROUND TRANSFORMER SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (ORSIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).17.BED AROUND MONUMENT SIGN SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (ORSIMILAR) AND 3" THICK LAYER OF GREY DECORATIVE TRAP ROCK (1.5" NOMINAL SIZE).18.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH ISINSTALLED.BOUNDARY OF FUTURE DEVELOPMENT SITEFOR PURPOSES OF OPEN SPACE REQUIREMENTCALCULATIONS. SOME GRADING AND SEEDINGWILL TAKE PLACE AS PART OF THIS PROJECTBOUNDARY OF FUTURE NATATORIUM SITE FORPURPOSES OF OPEN SPACE REQUIREMENTCALCULATIONS. SOME GRADING AND SEEDINGWILL TAKE PLACE AS PART OF THIS PROJECTGENERAL LANDSCAPE REQUIREMENTSSQUARE FOOTAGE OF ENTIRE SITE3,321,358 SFSQUARE FOOTAGE FOR FUTURE SCHOOL AND NATATORIUM1,085,046 SFTOTAL AREA FOR THIS PROJECT (DEDUCT FUTURE PROJECTS)2,236,312 SFREQUIRED OPEN SPACE(20%)447,263 SFPROVIDED OPEN SPACEOVER 50% OF SITEGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 PER 1000 SF REQUIRED OPEN SPACE)(447.3) 448 - MINIMUM REQUIRED OVERSTORY SHADE TREES (50%)224 TOTAL OVERSTORY PROVIDED236 - MINIMUM REQUIRED EVERGREEN TREES (25%)112 TOTAL EVERGREEN PROVIDED165 TOTAL TREES PROVIDED FOR OPEN SPACE472TOTAL REQUIRED SHRUBS(1 PER 1000 SF REQUIRED OPEN SPACE)(447.3) 448 TOTAL SHRUBS/GRASSES PROVIDED51825' WIDE BUFFER REQUIREMENT (NE CORNER ADJACENT TO ATHLETIC FIELDS)TOTAL LENGTH OF BUFFER1983 LFTOTAL REQUIRED OVERSTORY TREES (1 PER 50 LF)(39.7) 40 TOTAL PROVIDED40TOTAL REQUIRED EVERGREEN TREES (2 PER 50 LF)(79.3) 80 TOTAL PROVIDED80TOTAL REQUIRED ORNAMENTAL TREES (2 PER 50 LF)(79.3) 80 TOTAL PROVIDED80NOTE: MINIMUM PLANT SIZE PER CITY ORDINANCE: OVERSTORY TREES - 8', ORNAMENTAL TREES - 6', EVERGREEN TREES - 6'
UPUPW8"W8"W8"W8"D WV HYDWVHYDCOCOSANHYDGS
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PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"DHYD
C C C
CCCCTE1TE1TE1SH4RO2RO2MM3RO2MM3WO3SH3WP3NS1NS2WP1BH1WP2BH2NS3SG1RO1CO3CR1NP2WP1BH3CO1PD3EA1LP1SH2BH3WP1BH1DF2PD2AS2BH5CH2NS3TE3RO2SS2PD1NP1ER2BO1NP1RO1LP2DF4SB3RO1TT1CR3WP3CH1SS1ER2SB1RO1NS6KC1SH2WO3RO2MM3RO2MM2KC2CO1NS2BH1BH2DF2BH4BH3PP5NS2BH3NS2DF2BH3WP3SODSODDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:26:37 PM
C-501LANDSCAPESEE DETAIL 2SHEET C-507SEEDSEEDSEEDSEEDSEEDSEEDNOTE: SOD R.O.W. PER CITY OF WAUKEESEED DISTURBED AREA OUTSIDE ROW
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WO5SH1TE1TE1TE1TE1TE1TE1TE1SH4RO2AH8RO2SH4SH4SH4TE3WO2CO1CH2RL13SHSO2SO2SODSODSODSODSODSODSODSODDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:27:40 PM
C-502LANDSCAPESEE DETAIL 1SHEET C-507SEEDSEEDNOTE: SOD R.O.W. PER CITY OF WAUKEENOTE: SOD R.O.W. PER CITY OF WAUKEESEED DISTURBED AREA OUTSIDE ROW NOTE: SOD R.O.W. PER CITY OF WAUKEE
UPUPUPJJW8"W8"W8"W8"W8"W8"W8"W8"W4"SANSANSANSAN WWWWWWWWWWWWWWWWWWWWWWW102030405040302010102030405040302010HYDDDSSWV
WVWV
HYD CONCESSIONS BUILDINGFOOTPRINT = 2,670 SFFF = 1019.50PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50WWWWW8"W8"HYD PRESS BOX13310853 SF76.01 ACSG2RO1SH1SH1BO1BO1TE3BO1TT1RL1BO1CO1ST2CO1TT1SG1NP1CR1SH1CO1KC1WP2WP1BH2RL1RL1CH4RL1RO2ST4CR2DF3WP2LP1BH3WP3WO2LP1WP5NS3TE2BH2WP1DF2RO1BH3NS2CH1WP5AV6GL14BO2PD1SH2LP1NP1SB2TT1NP2ER3SB2ST4WO2SB1SB4PD3LP2SH1SB3ST2ER2RO1SB2SS3DF2CH1SB4PP3NS1SH3SO2TT1RO1MM2AS1TE2RO1TE1PP2NS4SODSODSODSODSODSODSODDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:28:49 PM
C-503LANDSCAPESEEDSEEDSEEDSEEDSEEDSEEDSEED
UPDW8"DHYDWVSDW8"DHYDWVSW8"W8"W8"W8"W8"W8"W8"
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:30:00 PM
C-504LANDSCAPESEE DETAIL 3SHEET C-507SEE DETAIL 4SHEET C-507SEEDSEEDSEEDSEEDSEEDSEEDNOTE: SOD R.O.W. PER CITY OF WAUKEENOTE: SOD R.O.W. PER CITY OF WAUKEE
DDDD10'x45' DUGOUT10'x35' DUGOUT
10'x45' DUGOUT
10'x40' DUGOUTBH3DF2BO2WP2NS4LP1WO1BH2CR2SB3CR2DF3SH1PD3WP4CO1WP2BH5SH2DF2NS2WP2WO2CR6WP2NS5ER3PD3NS1WP3WP3TT1LP1BH3WP4SH2SH2SB2EA1EA2CO2KC1SH2AS1PD2SS1ER4SS2RO1WP3ST3CH1WO1LP1SS1ER3RO1SS4CR1SH2LP1CH2BH1LP1DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:30:57 PM
C-505LANDSCAPESEEDSEEDSEEDSEEDSEEDSEED
W8"W8"HYD
W8"W8"HYD
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:31:46 PM
C-506LANDSCAPESEEDNOTE: SOD R.O.W. PER CITY OF WAUKEESEEDSEED
SAN SAN SAN SAN
SAN
SAN
HYD
G G G G G G G
DS
PROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50W8"W8"W8"W8"W8"C C C C C C C
SE1/4 - SW1/4AW3PV6HR11DB6HR11AW3PM11GF7KF14PM11CS14PM11PM11GF7PM11GF7KF14
PM11CS14PM11PM11GF7KF14KF14PV6PV6PV6AW3HR11HR11DB6AW3JT3KF16KF14KF12LB40LL10W8"W8"W8"W8"W8"W8"DDAW4DR5DR10LB10LB28AW9JT2ZC8GL11AC9PM15KF19PM7KF2GL4AC6AW3PV8HR8AW3GF7PM8GF7PM8KF18GF7PM8GF7PM8KF18HR8PV8AW3AW3UPUPPROPOSED 8/9 SCHOOLFOOTPRINT = 131,440 SFFF = 1023.50CCGF10KF7AV6GL13AV6GL14W8"W8"W8"W8"
W
8"W
8"W8"W8"WVGL20AW21PV49DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETL:\LAND PROJECTS 2020\200188\DWG\C5 LANDSCAPE.DWG3/30/2021 9:34:01 PM
C-507LANDSCAPEWEST ENTRY AND PARKING DETAIL1" = 20'SCALE:EAST ENTRY AND PARKING DETAIL1" = 20'SCALE:LOADING DOCK AREA DETAIL1" = 20'SCALE:ROUNDABOUT 1" = 10'SCALE:
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETC-601DETAILS SHEETL:\LAND PROJECTS 2020\200188\DWG\C6 DETAILS.DWG 3/30/2021 9:35:19 PM MOW STRIP DETAILSCALE NONE11C-601PER FENCEMANUFACTURER6"5" PCC6"GRASS FLUSH WITHEDGE OF CONCRETETROWEL JOINTAT EVERY POSTTENSION 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 NONE16C-601NOTES:1.FENCE FABRIC SHALL BE SECURED TO GATEFRAMES WITH KNUCKLED SELVAGE ALONG ALLEDGES FOR ALL TYPES CHAIN LINK FENCEINSTALLATIONS.2.REFER TO SPECIFICATION - SECTION 31 31 13.01 FORALL PIPE SIZING, WIRE FABRIC GAUGES, FOOTINGSIZES & 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.6.SEE SPECIFICATION SECTION 32 31 13.02 FOR THETENNIS COURT FENCING AND SPECIALREQUIREMENTS.12" DIAMETER, 4' DEEP PCC FOOTINGFOR ALL END, CORNER AND GATE POSTSCHAIN LINK FENCE GATE DETAILSCALE NONE17C-601TOP RAIL PROTECTION (WHERE NOTEDON PLANS)SEE SPECIFICATION SECTION 32 31 13.01PER FENCEMANUFACTURER6"SIDEWALKNOTES:1. CONTRACTOR MUST PLACE FENCEPOST PRIOR TO SIDEWALK INSTALLATIONSEE LAYOUT PLANFOR WIDTHFENCE IN SIDEWALK DETAILSCALE NONE12C-6011" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANTTOP HINGE(90° SWING)TOP RAIL8'-12' HIGH FENCE:INTERMEDIATE RAIL4'-6' HIGH FENCE: NOINTERMEDIATE RAILBOTTOM RAILBOTTOM HINGE(90° SWING)HEAVY-DUTY &LOCKABLE FORKLATCH12" DIAMETER, 4' DEEP PCC FOOTINGFOR ALL GATE POSTS10" DIAMETER, 42" DEEP PCC FOOTINGFOR ALL INTERMEDIATE POSTSNOTES:1.SEE SPECIFICATION SECTION 32 31 13.02 FOR THETENNIS COURT FENCING AND SPECIALREQUIREMENTS.JOINTING DETAILSSCALE NONE13C-601BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE8C-601SIDEWALK DETAILSCALE NONE6C-601FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" MIN WALK THICKNESS - SEEPLANS FOR EXACT THICKNESSNOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE48"20"6" DIA GALVANISED STEELPIPE EMBEDDED IN CONC(DO NOT PAINT BOLLARD)FILL PIPE W/ CONCRETEINSTALL BOLLARD 6" 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 NONE10C-601XXX#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 NONE9C-601TURNED DOWN WALK DETAILSCALE NONE5C-6015"6"14"PCC WALKTHICKENEDWALK EDGEREINFORCEMENT:#4 LONG. BARS  VERT. BARS 24" O.C.12"24"18"W X 16"H PCCBEAM CURBREINFORCEMENT:#4 LONG. BARS  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 MANUFACTURERRECOMMENDATIONSGRASS 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 NONE14C-601PLAYGROUND SECTION C-CSCALE NONE15C-6012" MIN
10" MINSUBDRAIN ORSLOTTED N-12 (SEEUTILITY PLAN)ENGINEERINGFABRIC3/4" CLEANLIMESTONEPLAYGROUND SURFACINGTO BE INSTALLED BY OWNER8"8"PLAYGROUND SURFACINGTO BE INSTALLED BY OWNERSLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX(DIRECTION SHOWN ON GRADING PLANS)VARIES5/8"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"NOTES:*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& NOTESEXTEND ROCK BASE UNDERTURNED DOWN WALK6"8' LONG #4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALL BEEPOXY COATED6"1" NOMINAL12"24" MINSEE PAVEMENT SECTIONFOR SUBGRADE INFO3"4.5"6"8"R 1"R 2"24"24"3"4.5"6"6"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.TYPE 1 PAVEMENT SECTIONSCALE NONEC-60116" PCCC4 MIX4" ROCK BASESEE SPECSECTION 32 11 2312" SUBGRADEPREPARATIONIN TWO 6" LIFTS8" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSNOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.4.ALL REINFORCEMENT SHALL BE EPOXY COATED.24"3"4.5"6"7"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.7" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSCOMPACTEDBACKFILLCOMPACTEDBACKFILLCOMPACTEDBACKFILL#5 BARS 24" O/CBOTH WAYS24"3"4.5"6"8"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.8" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSCOMPACTEDBACKFILLTYPE 2 PAVEMENT SECTIONSCALE NONEC-6012TYPE 3 PAVEMENT SECTIONSCALE NONEC-6013TYPE 4 PAVEMENT SECTIONSCALE NONEC-60144" ROCK BASESEE SPECSECTION 32 11 234" ROCK BASESEE SPECSECTION 32 11 234" ROCK BASESEE SPECSECTION 32 11 23123Locate '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/3.65Bar supports may be necessary for fixed form paving toensure the bar remains in a horizontal position in theplastic concrete.The following joints are interchangeable, subject to thepouring sequence: 'BT-1' and 'L-1'12" 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 Dowel718'' Long 3/4" Dowelat 12'' Centers9'' min.9'' min.'RD'ABUTTING PAVEMENT JOINT7Edge 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)See Detail D-1 or D-26'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.)36'' 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.)SIDEWALK WITH ROCK BASE DETAILSCALE NONE7C-602FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN6" PCC WALKNOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE4" ROCK BASESEE SPECSECTION 32 11 231" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT5/8"RESILIENT JOINT FILLER1/2" JOINT SEALANT MATERIALEXPANSION JOINTEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW15"6"412''112''6"1" RROADWAY SECTION(NON COLORED PVMT)5" PCC W/ FULL DEPTH COLORCOLOR: DAVIS COLORS BYHUNTSMAN "TILE RED" #1117STAMPED PATTERN:ENGLISH YORKSTONECOLORED & STAMPED PAVED MEDIAN DETAILSCALE NONE20C-601BEAM CURB DETAILSCALE NONE22C-601EXPANSION JOINT DETAILSCALE NONE23C-6019" PCC3"SEALED 'E' JOINTSEE DETAIL 23/C-601SEALED 'E' JOINTSEE DETAIL 23/C-6012.5'TRUCK APRONSEE DETAIL 21/C-6019"6"R16"RROLLED CURB DETAILSCALE NONE19C-6014"SLOPE PERPLANTRUCK APRONSEE DETAIL 21/C-601BEAM CURB SHALL BEA SEPARATE POUR(NOT COLORED)BEFORE TRUCK APRON1.5%2.5'18'3'3'3.5' TYP8" MIN2" MIN
8" PCC PAVING W/ CD BASKETS4" ROCK BASE (SEE SECTION 32 11 23)3" ROLLED CURBSEE DETAIL 19/C-601STANDARD 6" CURB15'6"BEAM CURBSEE DETAIL 22/C-6012%6'TRUCK APRONSEE DETAIL 21/C-6016" THICK, 1-1/2" DECORATIVE ROCKINSTALLED OVER ENGINEERING FABRIC5" HEAVY DUTYGREEN DURAEDGE31.5'2% MINCOLORED & STAMPEDPAVED MEDIANSEE DETAIL 20/C-601ROUNDABOUT CROSS SECTIONSCALE NONE18C-6018" PCC W/ CD BASKETS &FULL DEPTH COLORCOLOR: DAVIS COLORS BYHUNTSMAN "TILE RED" #1117BROOM FINISH PAVEMENTPARALLEL TO CIRCLE12" SUBGRADE PREPARATION TOBE DONE IN 2-6" LIFTS (BY OTHERS)TRUCK APRON DETAILSCALE NONE21C-601'B' JOINT (NONDOWELED, NONEXPANSION)2'1%1'2'THICKENED EDGE12" SUBGRADE PREPARATION TO BEDONE IN 2-6" LIFTS (BY OTHERS)SUBDRAIN TO BE INSTALLEDAFTER COMPACTION6" SUBDRAIN(BY OTHERS)POUROUS BACKFILL(BY OTHERS)12" SUBGRADE PREPARATION TO BEDONE IN 2-6" LIFTS (BY OTHERS)SUBDRAIN INSTALLED AFTERCOMPACTIONCOMPACTEDSUBGRADE(BY OTHERS)4" ROCK BASE(SEE SECTION 32 11 23)4" ROCK BASE(SEE SECTION 32 11 23)4" ROCK BASE(SEE SECTION 32 11 23)NOTE: DAYCARE PARKING SIGN TOBE MODIFIED MUTCD CODE R7-4SIGN TO READ:DAYCARELOADING5 MIN PARKINGPROPOSED FENCEBLEACHER CONC. SLAB(REF ARCH/STRUCTURAL)FENCE AT EDGE OF BLEACHER PADSCALE NONE24C-601BOLT FENCE TO TOP OF WALL PERMANUFACTURER'S RECOMMENDATIONSCUT BOLTS FLUSH WITH NUTS& INSTALL NUT COVERS6" MINTHIS DETAIL ONLYAPPLIES TO FENCEAROUND THEBLEACHERSALL BOLT DOWN FENCES ON THE BLEACHERPAD OVER 5' IN HEIGHT SHALL USE AN 8"SQUARE PLATE TO ATTACH FENCES TO PAD.ALL OTHER BOLT DOWN FENCES ON BLEACHERPAD SHALL USE A 6" SQUARE PLATE.
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETNYLOPLAST COUPLING(ADS CODE 1579 AG) SCH. 40 PVC TO N-12(REDUCING COUPLING AS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE5C-60218" 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 NONE6C-602NOTES: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 MAIN6" PCC TRAILEXISTING CURB& GUTTER4% SLOPE1.5%RIGHT OF WAY & SIDEWALK GRADING DETAILSCALE NONE2C-6024% SLOPEVARIES10'1'PROPERTY LINECITY OF WAUKEE FLARED END SECTION DETAILSCALE NONE3C-602TRANSFORMER PAD MOAT DETAILNOT TO SCALE12C-602CONTRACTOR TO INSTALLREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICANSTANDARDS) REFERENCEELECTRICAL PLANSTRANSFORMER3'3'3'3'MATERIAL TO MATCHLANDSCAPE PLANEDGING WHERESHOWN ONLANDSCAPE PLANREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3'2'
2'3'LINE TRENCH WITH SILTFENCE FABRIC (OROTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)EDGING WHERESHOWN ONLANDSCAPE PLANMATERIAL TO MATCHLANDSCAPE PLANMETAL STRUT FORMETER (SEE ELEC)C-602DETAILS SHEETL:\LAND PROJECTS 2020\200188\DWG\C6 DETAILS.DWG 3/30/2021 9:35:47 PM NORMAL POND ELEVATIONPOND BOTTOM6'1'100-YEAR ELEVATION3'1'10'12" MIN DEPTHCLAY LINER1'
2'
1'FLEXAMAT TO EXTEND FROM 1' BELOWNORMAL POND TO 1' ABOVE(SEE SWPPP FOR INSTALLATION DETAILS)DETENTION POND CROSS SECTIONSCALE NONE1C-602SLOPE VARIES,6:1 TYPICAL1'CLAY LINER TO EXTEND2' MIN ABOVE NORMALPOOL ELEVATIONSLOPECURB & GUTTERSEE OTHER DETAILS6" PERFORATED PIPE(PERFORATIONS DOWN)12" MIN2" MIN
12"2' MIN (UNLESS OTHERWISE NOTED)POROUS BACKFILL(IOWA DOT SPEC4131 OR EQUAL)EXTEND ROCK TOEDGE OF PAVEMENTSUBDRAIN DETAILSSCALE NONE7C-602SUBDRAIN 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 INTO CONCRETE STRUCTURES DETAILSCALE NONE8C-602PVC & N-12 PIPE BEDDINGSCALE NONE10C-602STORM CLEANOUT DETAILSCALE NONE9C-602NOTE: FOR SUBDRAIN OUTLETS INTONYLOPLAST BASINS, STRUCTURE SHALL BEFABRICATED WITH HOLE FOR SUBDRAINCITY OF WAUKEE HYDRANT DETAILSCALE NONE4C-602NOTES: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.BIKE RACK DETAILSCALE NONE14C-602WABASH VALLEYBL101N 36" BIKE RACKOR APPROVED EQUALSIDEWALKSEE OTHER DETAILSGREASE INTERCEPTORACCESS LID, TYP1.5' MIN6" PCC W/ #4 BARS 12"O/C BOTH WAYSAPPROXIMATE LIMITS OFGREASE INTERCEPTOR(BELOW)1'1'1.5' MIN5' MIN
1.5' MIN
GREASE INTERCEPTOR PAD DETAILSCALE NONE13C-602NOTES:1.INSTALL 12" SUBGRADE PREPARATION UNDER PAD.2.SLOPE PAD 1.5% AWAY FROM BUILDING, MATCH GREASE INTERCEPTOR ACCESS LID & CLEANOUTELEVATIONS.3.EDGE OF CONCRETE PAD SHALL BE FLUSH WITH PROPOSED GROUND.4.EDGE OF CONCRETE PAD SHALL BE 18" MINIMUM FROM THE EDGE OF ALL CLEANOUTS & ACCESS LIDS.5.ALL REINFORCEMENT SHALL BE EPOXY COATED.CLEANOUT LID, TYP1111AASECTION 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 NONE11C-602MANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" STAINLESS STEELEXPANSION BOLTSOUTLET PIPE(BEHIND PLATE)STRUCTURE #20 RESTRICTION PLATE DETAILSCALE NONE16C-602DRILL HOLE IN CENTER OF WEIR WALLPLAN VIEWELEV=1011.52ELEV=1016.606" WIDE CONCRETE WEIRWALL, CENTERED IN MANHOLEINLET PIPEOUTLET PIPENOTES:1.RESTRICTOR PLATE SHALL BE INSTALLED SUCH THAT NO PIPES,OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTED.PROFILE VIEWRIM ELEV = 1019.5016.6"DETAIL 'A'5"ELEV=1014.15INSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPESEE DETAIL 'A'24"5'DRILL HOLE IN CENTER OF WEIR WALLPLAN VIEWELEV=1004.50ELEV=1011.506" WIDE CONCRETE WEIRWALL, CENTERED IN MANHOLEINLET PIPEOUTLET PIPEPROFILE VIEWRIM ELEV = 1014.70CEMENT WALL TO BOTTOM OFSTRUCTURE TO MAKE WATERTIGHT4"ELEV=1010.25CEMENT WALL TO BOTTOM OFSTRUCTURE TO MAKE WATERTIGHTMANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" STAINLESS STEELEXPANSION BOLTSOUTLET PIPE(BEHIND PLATE)NOTES:1.RESTRICTOR PLATE SHALL BE INSTALLED SUCH THAT NO PIPES,OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTED.DETAIL 'A'STRUCTURE #80 RESTRICTION PLATE DETAILSCALE NONE17C-602INSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPESEE DETAIL 'A'22"5'21.9"MANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" STAINLESS STEELEXPANSION BOLTSOUTLET PIPE(BEHIND PLATE)STRUCTURE #1 RESTRICTION PLATE DETAILSCALE NONE15C-602DRILL HOLE IN CENTER OF WEIR WALLPLAN VIEWELEV=1011.57ELEV=1018.156" WIDE CONCRETE WEIRWALL, CENTERED IN MANHOLEINLET PIPEOUTLET PIPENOTES:1.RESTRICTOR PLATE SHALL BE INSTALLED SUCH THAT NO PIPES,OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTED.PROFILE VIEWRIM ELEV = 1020.1010.3"DETAIL 'A'3"ELEV=1016.75INSTALL 1/4" STAINLESSSTEEL PLATE TO COVERPORTION OF OUTLET PIPESEE DETAIL 'A'12"4'CEMENT WALL TO BOTTOM OFSTRUCTURE TO MAKE WATERTIGHT0" TO 6"
1-1/2"
2-1/2"
6"1'
1/2"PIPE DIA.PLUS 4"1.5%1.5%148.40' TO OUTSIDE EDGE OF TRACK/INSIDE EDGE OF CURB148.07' TO LANE LINE #8120.73' TO MEASURE LINE120.07' TO LANE LINE #1118.50' TO CENTER OF SLOT DRAINVARIES, 1% MIN.VARIES, 1% MIN.VARIES0.5'9.93' TYP5.7"4"5.7"4"4"1/2"PIPE DIA. PLUS 4"2" MIN
1%NOTE: CONTRACTOR SHALL INCORPORATE 15% FLY ASH INTOTHE TOP 12" OF COMPACTED SUBGRADE BELOW THE TRACK ANDARTIFICIAL TURF, EXTENDING TO 24" BEYOND THE OUTSIDEEDGE OF THE TRACK CURBPOLYURETHANE ALL-WEATHER TRACKSURFACEHMA SURFACEHMA BASE COURSECOMPACTEDSUBGRADEPEA GRAVEL6" SUBDRAINMIN DEPTH = 3'SYNTHETIC GRASSSEE OTHER DETAILSRADIUS POINT2" X 4" EXTERIOR TREATEDWOOD NAILER6" X 12"PCC CURB#4 BAR CENTEREDIN CONCRETE CURBCOMPACTEDSUBBGRADEUNDISTURBEDSUBBGRADESLOPE VARIES(SEE PLAN)SLOPE VARIES(SEE PLAN)ACO SPORT SLOTDRAIN SYSTEM 3000CONCRETEEXTEND TRACKSURFACINGTO SLOT DRAINENGINEERING FABRIC - MIRAFI 160NOR US 160NW OR APPROVED EQUALSLOTTED N-12 PIPESIZE AS SHOWN ON PLANSBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONSUNDISTURBEDSUBBGRADEENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUALASPHALT ROCK SUB-BASE,SEE PROJECT SPECIFICATIONS1%1.5'CONCRETE SIDEWALK1" EXPANSION JOINT, SEAL W/GRAY MASTIC JOINT SEALANT6" PCC MOW STRIPPLACE 'C' JOINT EVERY10' TO A DEPTH OF 3/4"SLOPE PER GRADINGPLAN0.5'1.5%4' BLACK VINYL COATEDCHAIN LINK FENCE1" FOAM BETWEEN POLE &CONCRETE, SEAL FOAM W/GRAY MASTIC JOINT SEALANTDEPTH PER FENCE
MANUFACTURER
1-1/2"
2-1/2"
6"1'
1/2"1.5' TO LANE LINE #10.5' TO EDGE OF CURB10'1.5'29.50' TO LINE #829.83' TO OUTSIDE OF TRACK/EDGE OF MOW STRIP2.16' TO MEASURE LINEPIPE DIA. PLUS 4"PIPE DIA. PLUS 4"2" MIN
2" MIN
PIPE DIA.PLUS 4"1.5%1.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%NOTE: CONTRACTOR SHALL INCORPORATE 15% FLY ASH INTOTHE TOP 12" OF COMPACTED SUBGRADE BELOW THE TRACK ANDARTIFICIAL TURF, EXTENDING TO 24" BEYOND THE OUTSIDEEDGE OF THE TRACK CURB1.0%1.0%1.0%1.0%1.0%CENTER OF FIELDPOLYURETHANE ALL-WEATHER TRACKSURFACEHMA SURFACEHMA BASE COURSEASPHALT ROCK SUB-BASE,SEE PROJECT SPECIFICATIONSCOMPACTEDSUBGRADEPEA GRAVEL6" SUBDRAINMIN DEPTH = 3'#4 BAR CENTEREDIN CONCRETE CURB6" X 12"PCC CURBUNDISTURBED SUBGRADECOMPACTED SUBGRADESYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATEBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONSBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONSCONCRETE SIDEWALK1" EXPANSION JOINT, SEAL W/GRAY MASTIC JOINT SEALANT6" PCC MOW STRIPPLACE 'C' JOINT EVERY10' TO A DEPTH OF 3/4"SLOPE PER GRADINGPLANENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUALBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONS1.0%0.5'1.5%4' BLACK VINYL COATEDCHAIN LINK FENCE1" FOAM BETWEEN POLE &CONCRETE, SEAL FOAM W/GRAY MASTIC JOINT SEALANTDEPTH PER FENCE
MANUFACTURER26'1'9'1'8'4'
3'3'148' LONG JUMP RUNWAY5" PCC WALK4" SUBDRAIN2" PAINTEDLINE, TYPTAKE OFF BOARD(SEE DETAIL 12/C-603)TRACKSURFACING5" PCC WALK8'SEE MFR REQ'SSEE MFR REQ'S TAKE OFF BOARD ASSEMBLYSEE SPECIFICATION 11 68 10TRACK SURFACING5" PCCCONCRETECOMPACTED GRANULAR FILLCOMPACTED SUBGRADE4" PVC DRAINAGE PIPEOUTLET INTO SUBDRAIN12" MIN.SIEVE SIZEPERCENT PASSINGNO. 16100NO. 3097 TO 100NO. 5080 TO 90NO. 10015 TO 20NO. 2000 TO 3CENTERLINEOF PITTRACK SURFACING ONTOP OF SAND PIT COVERCONTRACTOR TO PROVIDE GILLATHLETICS ALUMINUM AND PIT COVER2" X 2" NOTCH TO RECEIVECOVER (TYP)TRACKSURFACING5"PCC2-#4 REBAR,MIN. 2" CLEARVERTICAL #4 REBARW.MIN 12" BEND @5' O.C.,MIN 2" CLEAR12" X 18" CONCRETESAND PIT CURBSAND FILL: NATURAL RIVER OR BANK AND; WASHED, FREE OF SILT, CLAY,LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER; GRADEDIN ACCORDANCE WITH ASTM C136; WITHIN THE FOLLOWING LIMITS:ENGINEERING FABRIC -MIRAFI 160N OR US160NW OR APPROVEDEQUAL4" SUBDRAIN3'-6" MIN. DIAMIN 4,000 PSI CONCRETE1'-0"4'-0" MIN
5'-6" MIN FOOTBALL GOAL POSTSEE SPEC SECTION 11 68 33.13GOAL POST ANCHORINGBY FOOTBALL GOAL MFR.TURF ACCESS COVER WITH EDGINGSEE SPEC SECTION 11 68 33.13SYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATEBASE COARSE AGGREGATECOMPACTED SUBBGRADEENGINEERING FABRICSEE OTHER DETAILS8-#6 VERT W/#3SPIRAL TIES@12" O.C.FOOTING SIZE &REINFORCING SHOWN ISTHE MINIMUMFOUNDATION SHALL BEDESIGNED BY A LICENSEDSTRUCTURAL ENGINEER1'-0"R5'10'30'
40'SYNTHETICGRASSSURFACINGGOAL POSTSEE SPECIFICATIONSFOUNDATION BOXCOVER BY GOALPOST MFRSYNTHETIC GRASSSURFACINGPLYWOOD 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)LAP TURF OVER EDGE OF THE VERSACOM BOX & CLAMPIT TO THE LEDGE WITH PROVIDED CLAMPING STRIPS AND HARDWARE.30"LX18"WX14"D F960 GILL VERSACOM BOX TURF VERSIONUTILITY STRUCTURE FOR WATER, ELECTRICAL, & COMMUNICATION.COORDINATE EXACT LOCATION & NUMBER OF BOXES W.CIVIL, MECHANICAL,& ELECTRICAL PLANS - MOUNTED FLUSH1" CLEAN LIMESTONE-DEPTH OF ROCK AS NECESSARY (15" MIN) TOCONNECT TO TRACK & FIELD ROCK.-INSTALL 2" SUBDRAIN & CONNECT TO STORM SEWERSYSTEM IF UNABLE TO CONNECT TO TRACK & FIELD ROCK.FINISH COARSE AGGREGATEBASE COARSE AGGREGATE(ROCK DEPTH SHALL BE CONSISTENTWITH SURROUNDING ROCK)COMPACTED SUBGRADEUNDISTURBED SUBGRADECONCRETE PAVINGSEE OTHER DETAILS1" FOAM BETWEEN BOX & CONCRETESEAL FOAM W.GRAY MASTIC JOINT SEALANT30"LX18"WX14"D F900 GILL VERSACOM BOXTURF VERSION UTILITY STRUCTURE FORWATER, ELECTRICAL, & COMMUNICATION.COORDINATE EXACT LOCATION & NUMBEROF BOXES W.CIVIL, MECHANICAL, &ELECTRICAL PLANS - MOUNTED FLUSH15" DEEP (MIN) 1" CLEANLIMESTONE4" SUBDRAINOUTLET PIPE INTO FIELDSUBDRAIN SYSTEM1 1/2"NOTE: INSTALL PERMANUFACTURER'SRECOMMENDATIONS2-1/2" FIELD TURF SET ON LIDDOUBLE 3/4" PLYWOOD3" RUBBER EDGINGSYNTHETIC GRASSSURFACINGFINISH COARSEAGGREGATE2"X4" TREATEDBOARDBASE COARSEAGGREGATEUTILITYSTRUCTURECOMPACTEDSUBGRADE0.5%0.5%1-3/4"2"VARIES1'-0"NOTES:1.SEE GRADATIONS IN PROJECT SPECS FORAGGREGATE SPECIFICATIONS.2.WIDTH OF PERFORATED PIPE TRENCH MAYINCREASE DUE TO PIPE DEPTH FORCONSTRUCTION PURPOSES. CONTRACTORMUST TAKE THIS INTO ACCOUNT IN BID.3.WHEN LAYING PERFORATED PIPE AROUNDTHE RADIUS, THE CONTRACTOR CAN USE22.5° BENDS TO FOLLOW THE BASIC LAYOUT.CENTER LINEOF FIELDSYNTHETIC GRASSSURFACINGFINISH COARSE AGGREGATEENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUALBASE COARSE AGGREGATECOMPACTED SUBBGRADEUNDISTURBED SUBBGRADESLOPE PER GRADINGPLAN5" PCC BASE W/ #4 BARS12" O.C. BOTH WAYS5" PCC WALKTRACK SURFACING0.5%12'18'18'0.5'0.5'15.5'16'8'4'4'4'2'2'16'15.5'0.5'12'12'0.5'0.5'11.5'8" THICK CONCRETE PAD W/#4 BARS @ 12" O.C. EACH WAY,HARD TROWEL FINISH, VERYLIGHT BROOM10' BLACK VINYLCOATED CHAINLINK FENCE W/HORIZONTALBRACING ASREQUIRED, TYPINSTALL FENCE 6"INTO CONCRETE PAD10' BLACK VINYL COATEDCHAIN LINK FENCE W/HORIZONTAL BRACINGAS REQUIRED, TYPDISCUS RING (SEESPECIFICATIONS)DISCUS RING (SEESPECIFICATIONS)SHOT PUT TOEBOARD (SEE SPECIFICATIONS)CONCRETE PAD TO BE 2"ABOVE ADJACENT GRADE(WHEN ABUTTING GRASS)RANGE OF SHOTPUT THROW, TYPRANGE OF DISCUS THROW, TYPNOTES:1.DO NOT BOLT DOWN FENCE POSTS IN SIDEWALK.SEE DETAIL 12/C-601 FOR INSTALLATION DETAILS.2.INSTALL GRAY MATIC SEALANT BETWEEN POSTSAND PCC PAD.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETLONG JUMP RUNWAY DETAILSCALE: 1" = 1'10C-603TRACK AND FIELD SECTION 'A-A'SCALE: 1" = 1'1C-603TRACK AND FIELD SECTION 'B-B' THROUGH PAVED "D" ZONESCALE: 1" = 1'2C-603LONG JUMP PLAN DETAILSCALE:1" = 10'11C-603LONG JUMP TAKE OFF BOARD DETAILSCALE:1" = 1'12C-603LONG JUMP PIT SECTIONSCALE:1" = 1'9C-603HANDBOX W/ TURF COVER DETAILSCALE:1" = 1'7C-603HANDHOLE W/ FLUSH COVER DETAILSCALE:1" = 1'8C-603FOOTBALL GOAL FOUNDATION DETAILSCALE:1" = 1'4C-603FOOTBALL GOALSCALE: NONE6C-603TURF ACCESS COVER WITH EDGING DETAILSCALE:1" = 1'5C-603FIELD SECTIONSCALE:1" = 1'3C-603C-603DETAILS SHEETL:\LAND PROJECTS 2020\200188\DWG\C6 DETAILS.DWG 3/30/2021 9:36:18 PM SHOT PUT & DISCUS PAD DETAILSCALE:1" = 1'12C-603
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETC-604DETAILS 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"COMPACTED SUBGRADEWASHED SAND SUBBASERED BALL DIAMONDAGGREGATE INFIELD MATERIALSEE SPECIFICAITONS5"4"SKINNED INFIELD SECTIONSCALE NONE1C-604WARNING TRACK SECTIONSCALE NONE2C-604COMPACTED SUBGRADEWASHED SAND SUBBASECRUSHED BRICK EXTRA FINEWARNING TRACK MATERIALSEE SPECIFICATIONS5"4"OUTFIELD & BASEBALL INFIELD SECTIONSCALE NONE3C-604COMPACTED SUBGRADETOPSOIL8"FOUL POLE DETAILSCALE NONE11C-604FOUL POLEINSTALL PER MANUFACTURERSRECOMMENDATIONDOUBLE FIRST BASEINSTALL PER MANUFACTURERSRECOMMENDATIONIMPACT BASEINSTALL PER MANUFACTURERSRECOMMENDATIONFENCE, SEE OTHER DETAILS8"FENCE, SEE OTHER DETAILSCOMPACTED SUBGRADEWASHED SAND SUBBASEWARNING TRACK MATERIALTOPSOILINSTALL DURAEDGE1/8" STEEL EDGING1'INFIELD MATERIALDOUBLE FIRST BASE DETAILSCALE NONE9C-604COMPACTED SUBGRADEWASHED SAND SUBBASEINFIELD MATERIALPITCHING RUBBER DETAILSCALE NONE6C-604PITCHING RUBBERINSTALL PER MANUFACTURERSRECOMMENDATION3'Ø x 5' DEEP FOOTING SIZE SHOWNINCREASE SIZE AS REQUIRED ACCORDINGTO LOCAL SOIL CONDITIONS AND TO MEETLOCAL BUILDING CODES REGARDING WINDSPEEDSBASE DETAILSCALE NONE8C-604WARNING TRACK AT OUTFIELD FENCE DETAILSCALE NONE5C-604WASHED SAND SUBBASEINFIELD MATERIALCOMPACTED SUBGRADE8"TOPSOIL5"4"TURF INTERFACE DETAIL WITH INFIELDMATERIAL OR WARNING TRACKSCALE NONE4C-604WASHED SAND SUBBASECOMPACTED SUBGRADE5"4"WARNING TRACK MATERIALTURFTURF TO BE FLUSH WITHINFIELD MATERIAL8"TOPSOILTURFTURF TO BE FLUSH WITHWARNING TRACK MATERIALSOFTBALL/BASEBALL SLOTTED DRAIN DETAILSCALE NONE14C-604EXTEND TRENCHROCK TO BOTTOMOF SUBBASEPIPE DIA+ 6" EACH SIDE2" MIN
DEPTH PER PLANS
POROUS BACKFILL(PEA GRAVEL)SLOTTED N-12(SEE UTILITY PLAN)SLOPE PER PLAN9"3"2" SLOTTED PIPE1"2"
12"SANDFINISHED GRADEBASEBALL/SOFTBALL FIELD SUBDRAIN DETAILSCALE NONE13C-604SUBBASESEE DETAIL 2/C-604WARNING TRACK MATERIALSEE DETAIL 2/C-604WASHED SAND SUBBASEINFIELD MATERIALCOMPACTED SUBGRADE5"4"INFIELD & WARNING TRACKTRANSITION AT BULLPEN DETAILSCALE NONE10C-604INSTALL DURAEDGE1/8" STEEL EDGINGWARNING TRACK MATERIALCOMPACTED SUBGRADEWASHED SAND SUBBASEADVANEDGE DRAIN PIPE DETAILSCALE NONE15C-604INFIELD OR WARNING TRACKMATERIAL (SEE PLANS)WASHED PEA GRAVELINSTALL 12" ADS ADVANEDGEPIPE DIRECTLY AGAINSTSTRUCTURAL WALLWRAP PIPE W/ FABRIC4"DUGOUT FOOTINGWHERE APPLICABLE(REF ARCH)EXTEND INFIELD OR WARNINGTRACK MATERIAL 1/2" OVERTOP OF ADVANEDGE1/2"TOP OF DUGOUT FOOTING (WHEREAPPLICABLE) SHALL BE 1" ABOVE TOP OFINFIELD OR WARNING TRACK MATERIALSTRUCTURAL WALLWHERE APPLICABLE(REF ARCH)1"4'-8"2'-8"2'-0"3'-0"3'-0"6'-0"2'-0"2'-0"PLATEAUWEDGE THE BLOCKS INTO POSITION1/2" BELOW THE PITCHING RUBBERTURFACE MOUNDMASTERBLOCKS(RED) OR APPROVEDEQUAL ARE 2.5" X 4" X 8"4'-0"4'-0"6"6"6'-0"
6'-0"
2'-6"
5'-0"3'-4"BATTERS BOXCATCHERS BOXNOTES:1.FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.2.OUTLINE AREAS AROUND PITCHERS MOUND AND BATTERS BOX AS SHOWN ABOVE.3.EXCAVATE AREAS 3" BELOW FINISHED GRADE. LEVEL EXCAVATION AND TAMP FIRM.4.PLACE TURFACE MOUNDMASTER BLOCKS (RED) OR APPROVED EQUAL IN EXCAVATED AREAS AS SHOWN ABOVE. BRICKSSHOULD BE 1/2" BELOW FINISH GRADE.5.FILL SIDES AROUND BLOCKS WITH INFIELD MATERIAL AND TAMP TO LOCK BLOCKS IN PLACE.6.WATER BLOCKS THOROUGHLY SEVERAL TIMES TO ALLOW BLOCKS TO SWELL. TAMP BLOCKS FIRMLY BETWEENWATERINGS.7.APPLY A THIN LAYER OF TURFACE PROFESSIONAL MOUND CLAY (RED) OR APPROVED EQUAL TO FILL VOIDS AND SMOOTHSURFACE OF BLOCKS. MOISTEN AND TAMP.8.PLACE INFIELD MATERIAL OVER BLOCKS TO BRING TO FINISHED GRADE AND RAKE.9.CONTRACTOR TO PROVIDE AND INSTALL MOUND AND PLATE COVER. COLOR TO BE APPROVED BY OWNER. SEESPECIFICATION SECTION 11 68 33.33.10.FOR BULLPENS: INSTALL CLAY BRICKS AROUND PITCHING RUBBER. DO NOT INSTALL CLAY BRICKS AROUND HOME PLATE.11.COVER MOUNDS AND HOME PLATE IMMEDIATELY AFTER CLAY BRICK INSTALLATION TO PREVENT DRYING OF BRICKS WITHCOVERS THAT ARE SPECIFIED IN THE SPECS.CLAY BRICK LAYOUT (BASEBALL)NOT TO SCALECLAY BRICK LAYOUT (SOFTBALL)NOT TO SCALE716C-60417C-604SLOPE TOP TO SHED WATERFINISHED GRADEINFIELD MATERIALWASHED SAND SUBBASE,AS SPECIFIEDPCC ANCHORCOMPACTED SUBBASEGROUND ANCHORAS SPECIFIED1'-0"6"2"1"
8"HOME PLATEINSTALL PER MANUFACTURERSRECOMMENDATIONHOME PLATE DETAILSCALE NONEC-604OUTSIDE OF FOUL POLETO BE FLUSH WITHOUTSIDE OF FOUL LINEHOLES FOR JOINTING UPPERAND LOWER POLE SECTIONSTOGETHER MUST BE ORIENTEDPARALLEL TO FOUL LINEPOLE SECTIONS MUSTBE ORIENTED SO WINGPANELS ALIGN WITHOUTFIELD FENCEFAIR TERRITORYFOUL TERRITORY2'-8"2'-0"4'-8"4'-0"4'-0"6"6"6'-0"
6'-0"
2'-6"
5'-0"3'-4"BATTERS BOXCATCHERS BOX6'-0"WEDGE THE BLOCKS INTO POSITION1/2" BELOW THE PITCHING RUBBERTURFACE MOUNDMASTERBLOCKS(RED) OR APPROVEDEQUAL ARE 2.5" X 4" X 8"4"12"12"12"12"12"12"1"
2"
3"
5"
6"12"6"34"16"6"CENTER OF 9' RADIUS9'9'CLAY BRICKSSEE DETAIL 16/C-604PITCHER MOUND GRADING DETAILNOT TO SCALE12C-604ENTIRE MOUND TO BECONSTRUCTED OFINFIELD MATERIALTOPSOILINFIELD MATERIAL ONTOP OF CLAY BRICKSSEE DETAIL 16/C-604PITCHING RUBBERSEE DETAIL 6/C-604GRADUAL SLOPETO MATCHGRADUAL SLOPETO MATCHTOPSOILCOMPACTED SUBGRADEWASHED SAND SUBBASE10" ABOVE
HOME PLATE
LEVEL AREA: 5'x34"60'-6"HOME PLATESEE DETAIL 7/C-604CLAY BRICKSSEE DETAIL 16/C-604 & 17/C-604NOTES:1.FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.2.OUTLINE AREAS AROUND PITCHERS MOUND AND BATTERS BOX AS SHOWN ABOVE.3.EXCAVATE AREAS 3" BELOW FINISHED GRADE. LEVEL EXCAVATION AND TAMP FIRM.4.PLACE TURFACE MOUNDMASTER BLOCKS (RED) OR APPROVED EQUAL IN EXCAVATED AREAS AS SHOWN ABOVE. BRICKSSHOULD BE 1/2" BELOW FINISH GRADE.5.FILL SIDES AROUND BLOCKS WITH INFIELD MATERIAL AND TAMP TO LOCK BLOCKS IN PLACE.6.WATER BLOCKS THOROUGHLY SEVERAL TIMES TO ALLOW BLOCKS TO SWELL. TAMP BLOCKS FIRMLY BETWEENWATERINGS.7.APPLY A THIN LAYER OF TURFACE PROFESSIONAL MOUND CLAY (RED) OR APPROVED EQUAL TO FILL VOIDS AND SMOOTHSURFACE OF BLOCKS. MOISTEN AND TAMP.8.PLACE INFIELD MATERIAL OVER BLOCKS TO BRING TO FINISHED GRADE AND RAKE.9.CONTRACTOR TO PROVIDE AND INSTALL MOUND AND PLATE COVER. COLOR TO BE APPROVED BY OWNER. SEESPECIFICATION SECTION 11 68 33.33.10.FOR BULLPENS: INSTALL CLAY BRICKS AROUND PITCHING RUBBER. DO NOT INSTALL CLAY BRICKS AROUND HOME PLATE.11.COVER MOUNDS AND HOME PLATE IMMEDIATELY AFTER CLAY BRICK INSTALLATION TO PREVENT DRYING OF BRICKS WITHCOVERS THAT ARE SPECIFIED IN THE SPECS.TOPSOILGRASS12" DIA36"OUTLET DRINKING FOUNTAINDRAIN THROUGH DUGOUT WALL(REF PLUMBING)PEA GRAVELDRINKING FOUNTAIN FRENCH DRAIN DETAILNOT TO SCALE19C-604ATTACHED FENCE FABRICDIRECTLY TO FOUL POLEHOLD DOWN EDGING 14"BELOW SURFACE5"
5" ORIFICE PLATESTANDARD JOINT TIES FILL VOID WITH JOINT SEALER15"FIT 1/4" THICK STAINLESS STEEL ORIFICEPLATE INTO FLARED END SECTIONJOINT. POSITION HOLE TO FITBOTTOM OF PIPE.SIZE PLATE TO FIT TONGUEAND GROOVE JOINT.STANDARD FLARED END SECTIONSTRUCTURE #70 RESTRICTION PLATE DETAILSCALE NONE20C-604BJB8/24/16PRODUCT SPECIFICATIONNOTESREVISION HISTORYREVBYDATEDESCRIPTIONAASECTION A-AParts ListDESCRIPTIONSIZE (in)ITEMI.D. PRECAST MANHOLE961SEPARATION MODULE2LEDGER SUPPORT3INLET PIPE (BY OTHERS)484OUTLET PIPE (BY OTHERS)4856FRAME AND COVER (OR GRATE) (ROUND)3014164553232240°GENERAL NOTES:1. General Arrangement drawings only. Contact Hydro International for site specific fabrication drawings.2. The diameter of the inlet & outlet pipes may be no more than 48".3. Multiple inlet pipes possible (refer to project plans).4. Inlet/outlet pipe angle can vary to align with drainage network (refer to project plans).5. Peak flow rate and minimum height limited by available cover and pipe diameter.6. Larger sediment storage capacity may be provided with a deeper sump depth.SUMP: 0 in / 0.00 ftVARIES (SEE NOTE 5)PREASSEMBLY REFERENCE: 50 1/2 in / 4.21 ftPIPE INVERTS: 88 3/4 in / 7.40 ftInlet pipe(s) canenter anywherewithin 240° arc.BOTTOM OF INTERNALS: 30 3/8 in / 2.52 ftCAPACITIES:1. PEAK HYDRAULIC FLOW: 50.0 cfs (1,415 l/s)2. TREATMENT FLOW: 6.00 cfs (170 l/s)3. SEDIMENT STORAGE CAPACITY: 2.8 cu. yd. (2.1 cu. m.)4. OIL STORAGE CAPACITY: 1,002 gal. (3,793 liters)5. MAXIMUM INLET/OUTLET PIPE DIAMETERS: 48 in. (1200 mm)1. MANHOLE WALL AND SLABTHICKNESSES ARE NOT TO SCALE.2. CONTACT HYDROINTERNATIONAL FOR A BOTTOMOF STRUCTURE ELEVATION PRIORTO SETTING FIRST DEFENSEMANHOLE.3. CONTRACTOR TO CONFIRMRIM,PIPE INVERTS, PIPE DIA. AND PIPEORIENTATION PRIOR TO RELEASEOF UNIT TO FABRICATION.Rev.ApprovedScalecHydro InternationalCAD Ref:ProjectDrawnDateTitleCheckedNo.No.DrawingNotesStormwater Solutions94 Hutchins DrivePortland, Maine 04102Tel: (207) 756-6200Fax: (207) 756-6212stormwaterinquiry@hydro-int.comAny warranty made by Hydro International only applies to those items supplied by it. Hydro International does not accept and expressly disclaims any responsibility or liability for any structure, plant or equipment (or the performance thereof) designed, built, manufactured or supplied by any third-party. HydroInternational has a policy of continuous product development and reserves the right to amend the specifications of any of its products or equipment at any time. Hydro International expressly disclaims any liability for the performance of its equipment (or any part thereof) used or made subject to conditionsoutside of the conditions set forth in Hydro International's design specifications. Hydro International owns the copyright in and to this drawing, which is supplied in confidence, and all intended recipients of the drawing, by their use thereof, agree to hold the drawing in confidence and not to use it for any purposeother than for which it was supplied and not reproduce, in whole or in part, the drawing or any of the equipment or structures depicted therein, without prior written permission of Hydro International.JLL33/6"=1'3/16/20168-FT DIAMETERFIRST DEFENSE® HCGENERAL ARANGEMENTF8HC-MAXxx-xxxxF8HCS1BSTRUCTURE #2 DETAILSCALE NONE18C-604
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EX STORM SEWER EASEMENTBOOK 2020 PG 36610EX SANITARY SEWEREASEMENTBOOK 2020 PG 36611APPROXIMATE LIMITSOF DISTURBANCESFSF INLET PROTECTION, TYPSILT FENCE, TYPROCK CONSTRUCTIONENTRANCESEE SHEET C-300 & C-307 FORTEMPORARY SEDIMENT BASINGRADING & THIS SHEET FORSTANDPIPE DETAIL20'50'SITE DISCHARGELOCATION TO AN UNNAMEDTRIBUTARY OF LITTLEWALNUT CREEKAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFSF SFSFSFSFSFSFSFSFSFSF
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F SFS
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F SFS
F
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F
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F SFS
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FSFS
F
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FINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSFS
F 635LF 8' WIDE FLEXAMAT W/CURLEX II UNDERLAYMENT5,860 SY SUDASTYPE 2.D RECP2,030 SY SUDASTYPE 2.D RECPSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SFSF SILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSITE DISCHARGELOCATION TO AN UNNAMEDTRIBUTARY OF LITTLEWALNUT CREEKSITE DISCHARGELOCATION TO AN UNNAMEDTRIBUTARY OF LITTLEWALNUT CREEKSILT FENCE, TYPSFS
FSF
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SFSF SFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSF20 TONS CLASS'D' RIP RAP16'20'APPROXIMATE LIMITSOF DRAINAGE BASINDISTURBANCE, TYPAPPROXIMATE LIMITSOF DRAINAGE BASINDISTURBANCE, TYPDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE0603060120STORM WATER POLLUTION PREVENTION PLANNOT 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 BAGL:\LAND PROJECTS 2020\200188\DWG\C7 SWPPP.DWG3/30/2021 9:47:07 PM
C-701SWPPPEROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONALNOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITECONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANYAND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETEWORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATEAND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROMSLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS.13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZEDIMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES.14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS ORSOLVENTS USED IN VEHICLE AND EQUIPMENT WASHINGEROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALLTEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.EROSION CONTROL QUANTITIES:DISTURBED AREA71 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE8,600 LFINLET PROTECTION81 EASUDAS TYPE 2 TRM635 SYSUDAS TYPE 2.D RECP 15,590 SYCLASS 'D' RIP RAP40 TONSFLEXAMAT5,080 SFFLOW TRANSITION MATS8 EACONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EAPERMANENT SOD228,000 SFPERMANENT SEEDING49.5 ACRES**SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS**TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY ANDARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ASNECESSARY TO MEET SITE CONDITIONS.SEDIMENT BASIN MAINTENANCE NOTES:1.REFER TO SHEET C-300 FOR TEMPORARY SEDIMENT BASIN GRADING, MAINTENANCE, ANDREMOVAL REQUIREMENTS.BASIN BOTTOM ELEVATION = 1009.00WET SEDIMENT STORAGE ELEVATION = 1013.40DRY SEDIMENT STORAGE ELEVATION = 1016.00INSTALL CAP ON TOP OFSTANDPIPE & DRILL 19.0"HOLE IN CENTERDRILL FOUR, 5/8" DIAMETER HOLES, 3INCHES FROM BOTTOM OF RISER PIPEAND INSERT TWO, #4 BARS IN AN "X"CONFIGURATIONLENGTH OF BARS = D+16 INCHESCORRUGATED METAL RISER:WRAP HOLE AREA WITHPERMEABLE FABRIC.DRILL 5, 1.5" HOLES AT ELEVATION = 1013.40DRILL 4, 1.5" HOLES AT ELEVATION = 1014.00HOLES SHALL BE EVENLY SPACED AROUND RISER24" CMP RISER, SEE DETAIL A36" RCP BARRELSEDIMENT BASIN #1 STANDPIPE DETAILSCALE NONE1C-701OVERTOPPING ELEVATION = 1019.00BASIN BOTTOM18" MINEMBED RISER 12" MINCONCRETE BASE1'-0"24"1'-0"DISCHARGE PIPE BARREL3"DETAIL AINSTALL CONCRETE COLLARCONNECTION BETWEEN 36" RCP& 24" CMP TEEFL=1013.00INSTALL CONCRETE COLLARCONNECTION BETWEENDISCHARGE BARREL & CMP TEESEDIMENT BASIN SIZING INFORMATION:DISTURBED AREA = 9.15 ACRESSEDIMENT VOLUME REQUIRED = 32,940 CFVOLUME PROVIDED IN SILT FENCE = 2,750 CFVOLUME PROVIDED IN BASIN = 33,540 CFTOTAL SEDIMENT VOLUME PROVIDED = 36,290 CF
DDDDW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WVD10201021102210201019101910211022102210201018101910211022102010211020101910201021102010211022102110211022102310221021WVW8"10171016HYD
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HYD
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SAN SAN
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HYDDCONCESSIONS BUILDINGFOOTPRINT = 2,670 SFFF = 1019.5010'x45' DUGOUT10'x35' DUGOUT
10'x45' DUGOUT
10'x40' DUGOUTWW15' PUE20'x30' ELECTRIC EASEMENT102010181019101910181019101510141016101610171018101910171018101910181019101910191019102010181019101810191020
101
9
10
2
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101
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1
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10
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4
10
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101
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1017
1018
1019
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1
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1016101710201019102010201016101710181019101910171018101910171
0
1
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1019
101610171018101810191016101710181016
1017
1018
1019
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1006100710081009101110121013101410151016101510141016101510161
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1010100810091011101210131014NW DOUGLAS PKWYHYDPRESS BOX169250 SF3.89 ACLOT "A"3310853 SFDHYDWVWV1019IIIIIIIIIIIIIIIIII100510101015100210031004100610071008100910111012101310141
0
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0
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0
1
9 10201020101810211018EX STORM SEWER EASEMENTBOOK 2020 PG 36610EX 15'OVERLANDEX 15'OVERLANDFLOWAGEEASEMENTEX 15'OVERLANDEX 15' OVERLANDFLOWAGEEASEMENTEX 15'OVERLANDEX 15'OVERLANDFLOWAGEEX 15'OVERLANDEX 15'EX 20'10131017EX 20' STORMSEWER &EX 20' STORMSEWER &EX 20' STORM SEWEREX 10' OVERLANDFLOWAGEEX 10' OVERLANDFLOWAGEEX 10' OVERLANDFLOWAGEPOSSIBLE ROCK STAGING & PARKINGAREA W/ TEMPORARY RESTROOMFACILITIES & DUMPSTERPOSSIBLE TOPSOILSTOCKPILE LOCATIONPOSSIBLE CONCRETEWASHOUT LOCATIONAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFSF SFSF SFSF
SFS
F SFSF SFSF
SFS
F
SFS
F
SFS
F
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F
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F
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F
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FSFS
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F SFS
F
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F
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F INLET PROTECTION, TYPINLET PROTECTION, TYPSFS
F
INLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYP6,300 SY SUDASTYPE 2.D RECP20 TONS CLASS'D' RIP RAP1,400 SY SUDASTYPE 2.D RECP540 SY SUDASTYPE 2 TRMSF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSILT FENCE, TYPSILT FENCE, TYPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCE, TYPSILT FENCE, TYPSITE DISCHARGELOCATION TO AN UNNAMEDTRIBUTARY OF LITTLEWALNUT CREEKSITE DISCHARGELOCATION TO AN UNNAMEDTRIBUTARY OF LITTLEWALNUT CREEKSF
SF SF
SF
S
F
SFSFSFSFSFSF SF SF
S
FSEE SHEET C-300 & C-307 FORTEMPORARY SEDIMENT BASINGRADING & THIS SHEET FORSTANDPIPE DETAILSEE SHEET C-300 & C-307 FORTEMPORARY SEDIMENT BASINGRADING & THIS SHEET FORSTANDPIPE DETAIL12'2
1
'2 FLOWTRANSITION MATS6 FLOWTRANSITION MATSAPPROXIMATE LIMITSOF DRAINAGE BASINDISTURBANCE, TYPAPPROXIMATE LIMITSOF DRAINAGE BASINDISTURBANCE, TYPDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 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
WAUKEE
NEW 8-9 MIDDLE SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018u00MARCH 20212/02/21 - 1ST CITY SET2/23/21 - 2ND CITY SET3/09/21 - 3RD CITY SET3/30/21 - 4TH CITY SETGRAPHIC SCALE0603060120L:\LAND PROJECTS 2020\200188\DWG\C7 SWPPP.DWG3/30/2021 9:48:04 PM
C-702SWPPPBASIN BOTTOM ELEVATION = 1010.00WET SEDIMENT STORAGE ELEVATION = 1012.75DRY SEDIMENT STORAGE ELEVATION = 1014.00 TOP OF STANDPIPETO REMAIN OPENDRILL FOUR, 5/8" DIAMETER HOLES, 3INCHES FROM BOTTOM OF RISER PIPEAND INSERT TWO, #4 BARS IN AN "X"CONFIGURATIONLENGTH OF BARS = D+16 INCHESCORRUGATED METAL RISER:WRAP HOLE AREA WITHPERMEABLE FABRIC.DRILL 5, 1.5" HOLES AT ELEVATION = 1012.75DRILL 5, 1.5" HOLES AT ELEVATION = 1013.25HOLES SHALL BE EVENLY SPACED AROUND RISER12" CMP RISER, SEE DETAIL A24" RCP BARRELSEDIMENT BASIN #3 STANDPIPE DETAILSCALE NONE1C-702OVERTOPPING ELEVATION = 1018.70BASIN BOTTOM18" MINEMBED RISER 12" MINCONCRETE BASE1'-0"12"1'-0"DISCHARGE PIPE BARREL3"DETAIL AINSTALL CONCRETE COLLARCONNECTION BETWEEN 36" RCP& 12" CMP TEEFL=1012.65INSTALL CONCRETE COLLARCONNECTION BETWEENDISCHARGE BARREL & CMP TEEBASIN BOTTOM ELEVATION = 102.00WET SEDIMENT STORAGE ELEVATION = 1005.60DRY SEDIMENT STORAGE ELEVATION = 1008.00DRILL FOUR, 5/8" DIAMETER HOLES, 3INCHES FROM BOTTOM OF RISER PIPEAND INSERT TWO, #4 BARS IN AN "X"CONFIGURATIONLENGTH OF BARS = D+16 INCHESCORRUGATED METAL RISER:WRAP HOLE AREA WITHPERMEABLE FABRIC.DRILL 7, 1.5" HOLES AT ELEVATION = 1005.60DRILL 7, 1.5" HOLES AT ELEVATION = 1006.10DRILL 7, 1.5" HOLES AT ELEVATION = 1006.60HOLES SHALL BE EVENLY SPACED AROUND RISER30" CMP RISER, SEE DETAIL A30" RCP BARRELSEDIMENT BASIN #5 STANDPIPE DETAILSCALE NONE2C-702OVERTOPPING ELEVATION = 1013.20BASIN BOTTOM18" MINEMBED RISER 12" MINCONCRETE BASE1'-0"30"1'-0"DISCHARGE PIPE BARREL3"DETAIL AINSTALL CONCRETE COLLARCONNECTION BETWEEN 30" RCP& 30" CMP TEEFL=1005.00INSTALL CONCRETE COLLARCONNECTION BETWEENDISCHARGE BARREL & CMP TEE TOP OF STANDPIPETO REMAIN OPENSEDIMENT BASIN SIZING INFORMATION:DISTURBED AREA = 22.0 ACRESSEDIMENT VOLUME REQUIRED = 73,980 CFVOLUME PROVIDED IN SILT FENCE = 11,750 CFVOLUME PROVIDED IN BASIN = 73,980 CFTOTAL SEDIMENT VOLUME PROVIDED = 85,730 CFSEDIMENT BASIN SIZING INFORMATION:DISTURBED AREA = 7.7 ACRESSEDIMENT VOLUME REQUIRED = 27,720 CFVOLUME PROVIDED IN SILT FENCE = 5,000 CFVOLUME PROVIDED IN BASIN = 27,195 CFTOTAL SEDIMENT VOLUME PROVIDED = 32,195 CFFLARED ENDSECTION FOOTINGSCOUR PROTECTION SHALL BEFLUSH WITH FLOWLINE OF PIPEFLOW TRANSITION MAT DETAILNOT TO SCALE3C-702FLOWFLARED ENDSECTIONPREPARE SOIL SUCH THAT GROUNDIS FLUSH AND THERE ARE NOBUMPS OR BULGES IN SOILFLEXIBLE SCOUR PROTECTION,INSTALL PER MANUFACTURER'SRECOMMENDATIONS
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ STUD
EL: 40' -3"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM CURTAINWALL FRAMINGALUMINUM WINDOW UNITS, TYP
ALUMINUM SUNSHADE, TYPALUMINUM STOREFRONT FRAMING
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ STUD
EL: 40' -3"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM CURTAINWALL FRAMINGALUMINUM WINDOW UNITS, TYP
ALUMINUM SUNSHADE, TYP
ALUMINUM STOREFRONT FRAMING
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. CAFETERIA MASY
EL: 22' -8"
T.O. PRECAST
EL: 31' -4"
T.O. SHOP/MUSIC MASY
EL: 22' -0"
FACEBRICK A
METAL WALL PANELS
FACEBRICK BALUMINUM STOREFRONT FRAMINGALUMINUM WINDOW UNITS, TYP
ALUMINUM SUNSHADE, TYP
ALUMINUM CURTAINWALL FRAMING
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. PRECAST
EL: 31' -4"
T.O. SHOP/MUSIC MASY
EL: 22' -0"
T.O. MEZZ MASONRY 2
EL: 27' -4"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM STOREFRONT FRAMING ALUMINUM WINDOW UNITS, TYP
ALUMINUM SUNSHADE, TYP COPYRIGHT 2018 FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED FROM WITHOUT THE EXPRESS WRITTEN PERMISSION OF FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY THE COPYRIGHT LAWPRELIMINARYNOT TO BE USEDFOR CONSTRUCTIONPROJECT NO.:
DATE:
REVISIONS:
DRAWING TITLE:
DRAWING NO.:frk2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.comarchitects + engineers2/22/2021 12:56:26 PM1018u00
EXTERIOR
ELEVATIONS
A-201
APRIL 2021WAUKEE 8-9 SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA1/8" = 1'-0"A-201
4 EAST ELEVATION - SOUTH
1/8" = 1'-0"A-201
3 EAST ELEVATION - SOUTH
1/8" = 1'-0"A-201
2 EAST ELEVATION - NORTH
1/8" = 1'-0"A-201
1 EAST ELEVATION - NORTH
MATERIAL PERCENTAGES
FOR ALL ELEVATIONS
METAL PANELS - 38%
FACEBRICK - 36%
GLAZING - 26%
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. CAFETERIA MASY
EL: 22' -8"
T.O. PRECAST
EL: 31' -4"
T.O. MEZZ MASONRY
EL: 24' -8"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B
ALUMINUM CURTAINWALL FRAMINGALUMINUM SUNSHADE, TYP ALUMINUM STOREFRONT FRAMING
ALUMINUM WINDOW UNITS, TYP
MECH SCREEN
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. PRECAST
EL: 31' -4"
T.O. SHOP/MUSIC MASY
EL: 22' -0"
T.O. MEZZ MASONRY 2
EL: 27' -4"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM WINDOW UNITS, TYP
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. SHOP/MUSIC MASY
EL: 22' -0"
FACEBRICK B
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. CAFETERIA MASY
EL: 22' -8"
T.O. MEZZ STUD
EL: 40' -3"
PHENOLIC WALL PANELS FACEBRICK A
METAL WALL PANELS
FACEBRICK B
ALUMINUM CURTAINWALL FRAMING
ALUMINUM WINDOW
UNITS, TYP
ALUMINUM SUNSHADE, TYP
ALUMINUM STOREFRONT FRAMING
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ STUD
EL: 40' -3"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM CURTAINWALL FRAMINGALUMINUM WINDOW UNITS, TYP COPYRIGHT 2018 FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED FROM WITHOUT THE EXPRESS WRITTEN PERMISSION OF FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY THE COPYRIGHT LAWPRELIMINARYNOT TO BE USEDFOR CONSTRUCTIONPROJECT NO.:
DATE:
REVISIONS:
DRAWING TITLE:
DRAWING NO.:frk2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.comarchitects + engineers2/22/2021 1:03:14 PM1018u00
EXTERIOR
ELEVATIONS
A-202
APRIL 2021WAUKEE 8-9 SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA1/8" = 1'-0"A-202
5 WEST ELEVATION - NORTH
1/8" = 1'-0"A-202
4 WEST ELEVATION - NORTH
1/8" = 1'-0"A-202
3 SOUTH MUSIC ELEVATION
1/8" = 1'-0"A-202
2 WEST ELEVATION - SOUTH
1/8" = 1'-0"A-202
1 WEST ELEVATION - SOUTH
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. CAFETERIA MASY
EL: 22' -8"
T.O. PRECAST
EL: 31' -4"
T.O. MEZZ MASONRY
EL: 24' -8"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM STOREFRONT FRAMINGALUMINUM STOREFRONT FRAMING
ALUMINUM SUNSHADE, TYPMECH SCREEN
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ STUD
EL: 40' -3"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B
ALUMINUM WINDOW UNITS, TYP
ALUMINUM CURTAINWALL FRAMING
PHENOLIC WALL PANELS
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
FACEBRICK A FACEBRICK BALUMINUM CURTAINWALL FRAMING
ALUMINUM WINDOW UNITS, TYPPHENOLIC WALL PANELS
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B
ALUMINUM WINDOW UNITS, TYP
PHENOLIC WALL PANELS
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 29' -4"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ STUD
EL: 40' -3"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM CURTAINWALL FRAMINGALUMINUM WINDOW UNITS, TYP
PHENOLIC WALL PANELS COPYRIGHT 2018 FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED FROM WITHOUT THE EXPRESS WRITTEN PERMISSION OF FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY THE COPYRIGHT LAWPRELIMINARYNOT TO BE USEDFOR CONSTRUCTIONPROJECT NO.:
DATE:
REVISIONS:
DRAWING TITLE:
DRAWING NO.:frk2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.comarchitects + engineers2/22/2021 1:08:24 PM1018u00
EXTERIOR
ELEVATIONS
A-203
APRIL 2021WAUKEE 8-9 SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA1/8" = 1'-0"A-203
5 SOUTH COMMONS/KITCHEN ELEVATION
1/8" = 1'-0"A-203
4 NORTH CLASSROOM ELEVATION
1/8" = 1'-0"A-203
3 SOUTH CLASSROOM ELEVATION
1/8" = 1'-0"A-203
2 NORTH CLASSROOM ELEVATION
1/8" = 1'-0"A-203
1 SOUTH ELEVATION
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. PRECAST
EL: 31' -4"
T.O. SHOP/MUSIC MASY
EL: 22' -0"
T.O. MEZZ MASONRY 2
EL: 27' -4"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B ALUMINUM STOREFRONT FRAMING ALUMINUM WINDOW UNITS, TYP
ALUMINUM SUNSHADE, TYP
MAIN LEVEL
EL: 0"
UPPER LEVEL/T.O. MAS
EL: 14' -8"
T.O. MEZZ MASONRY
EL: 24' -8"
FACEBRICK A
METAL WALL PANELS
FACEBRICK B
TRASH ENCLOSURE
GATES COPYRIGHT 2018 FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED FROM WITHOUT THE EXPRESS WRITTEN PERMISSION OF FREVERT-RAMSEY-KOBES ARCHITECTS-ENGINEERS P.C. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY THE COPYRIGHT LAWPRELIMINARYNOT TO BE USEDFOR CONSTRUCTIONPROJECT NO.:
DATE:
REVISIONS:
DRAWING TITLE:
DRAWING NO.:frk2600 westown parkway, suite 340, west des moines, iowa 50266p 515.223.5100 f 515.223.7226 www.frk-ae.comarchitects + engineers2/22/2021 1:05:17 PM1018u00
EXTERIOR
ELEVATIONS &
ALUMINUM
CURTAINWALL
ELEVATIONS
A-204
APRIL 2021WAUKEE 8-9 SCHOOLWAUKEE COMMUNITY SCHOOL DISTRICTWAUKEE, IOWA1/8" = 1'-0"A-204
2 NORTH ELEVATION
1/8" = 1'-0"A-204
1 NORTH ELEVATION