HomeMy WebLinkAbout2019-12-16-J12 Waukee Elementary #10_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: December 16, 2019
AGENDA ITEM: Consideration of approval of a site plan for Waukee Elementary #10
[965 Ashworth Road]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The site plan for Waukee Elementary #10 identifies
an approximately 101,417 square foot building. The site plan identifies
160 parking stalls on site.
Primary access to the site will be provided off Ashworth Road on the
south side of the site. Secondary access will be provided from Serenity
Drive. Utilities have been extended to the site.
The proposed materials and design of the building comply with the Site
Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission approved the proposed Preliminary Plat at their
meeting on October 1, 2019:
Approval of a Site Plan for Waukee Elementary #10 (965 Ashworth Road)
City Planner, Melissa DeBoer, introduced the request for the approval of a preliminary plat, final
plat, and site plan for the development of an elementary school as proposed by the applicant,
Waukee Community School District. The subject property is generally located north of Ashworth
Road and west of R-22/ Ute Ave, and contains approximately 19.05 acres.
Mrs. DeBoer advised that the project would include one lot that would contain an elementary
school approximately 101,417 square feet in size. Additionally, the project would include a
playground to the west of the school building, bicycle parking, a trash enclosure, and a muti-use
enclosure, similar to other recently constructed elementary schools in the area. The construction
is proposed to begin in Spring of 2020 with a completion and opening date of Fall 2022.
Mrs. DeBoer advised that primary access to the site will be off of Ashworth Road with staff
parking and school bus drop off zones off of a one way access on Serenity Drive. The site plan
indicates 160 parking spaces across the site, and pedestrial walk ways installed through out the
site. 10 foot wide trails will be installed along Ashwroth Road and Serenity Drive. Utilities were
provided to the site with the public improvements associated with Ashwroth Acres Plat 1, and
J12
Stormwater will be routed to the southeast detention pond. All landscaping, open space, and
lighting plans meet the requirements for the zoning district.
At this time staff would recommend approval of the preliminary plat, final plat, and site plan for
Waukee Elementary #10, subject to any remaining staff comments and review of the legal
documents.
Director of Development, Brad Deets, added to the staff presentation that the paving in front of
the school and adjacent residential plat is nearing completion, and that a hard overlay will be
placed on Ashworth road to R-22 by the time the school opens. Mr. Deets also pointed out that
this particular project is taking notes from previous projects and includes additional cueing space
to allow for less road blockage during peak hours of operation.
Commissioner Hoifeldt questioned if the entrance to the school would be lighted. Mr.
Deets advised that it would be a good location for one in the future, but at the time of
opening, it is not intended to be lighted. Mr. Deets sited maple grove elementary which
was operational for several years before lights were installed at the intersection.
Commissioner Tietz questioned what the multi-use enclosure was. Mrs. DeBoer advised
it was just green space, not an actual practice field.
Commissioner Koshy questioned if the extended sidewalks will be included to R-22 for
pedestrian travel to the school. Mr. Deets advised that as the area gets built out, sidewalks
or a trail will be built on the north side of Ashworth.
Commissioner Tietz moved to approve a Site Plan for Waukee Elementary #10 Subject to any
remaining staff comments and review of the legal documents. The motion was seconded by
commissioner Broderick. Ayes: Tietz, Broderick, Hoifeldt, and Koshy. Nays: None. Motion
Carries.
STAFF REVIEW AND COMMENT: At this time all staff comments related to the site plan
for Waukee Elementary #10.
RECOMMENDATION: Staff would recommend approval of the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
IV. Proposed Building Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE WAUKEE ELEMENTARY #10 SITE PLAN (965 ASHWORTH
ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Site Plan for Waukee Elementary #10 on October 1, 2019, subject to remaining
staff comments; AND,
WHEREAS, the Site Plan for Waukee Elementary #10 is in general conformance with section
§160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code.
WHEREAS, the Site Plan for Waukee Elementary #10 is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 16th day of December, 2019, that the Site Plan for Waukee Elementary #10 be approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Waukee Elementary #10 – Preliminary
Plat, Final Plat & Site Plan
PREPARED BY: Andy Kass, AICP, Senior Planner
REPORT DATE: September 20, 2019
MEETING DATE: September 24, 2019
GENERAL INFORMATION
Applicant: Waukee Community School District
Owner: 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 an elementary school.
Location and Size: Property is generally located north of Ashworth
Road, west of R-22/Ute Ave containing
approximately 19.05 acres.
Legal Description: Lot 1, Waukee Elementary #10 (965 Ashworth Road)
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
September 20, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Single Family Residential R-2 (One and Two
Family Residential)
North Vacant – Undeveloped Single Family Residential R-1 (Single Family
Residential)
South Vacant – Undeveloped Single Family Residential A-1 (Agricultural)
East Single Family Residential Single Family Residential R-1 (Single Family
Residential) & R-2 (One
& Two Family
Residential)
West Vacant – Undeveloped Single Family Residential A-1 (Agricultural)
HISTORY
In 2018, a rezoning was approved for the Ashworth Acres development. The concept plan for Ashworth
Acres identified a possible location for a future elementary school in the southwest corner of the
development. In the time since the rezoning was approved, the Waukee Community School District
purchased the 19.05-acre parcel and is now requesting approval of a preliminary plat, final plat, and site plan
for the construction of a new elementary school.
PROJECT DESCRIPTION
Preliminary Plat & Final Plat
The preliminary plat and final plat identify the creation of one (1) lot that is 19.05-acres in area. Lot 1 is
proposed to have an elementary school and 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 for the elementary school identifies the construction of a 101,417 square foot elementary school
that is proposed to be approximately 28-feet in height at its highest point. The site plan indicates that there
are 36 classrooms in the building. The playground is shown to the west of the school building. A multi-use
field is shown southwest of the building. Bicycle parking is provided on the south side of the building. A trash
enclosure is located on the west side of the building and will be integral to the building similar to other
recently constructed elementary schools. Construction of the proposed elementary school is planned to begin
in Spring 2020 with a completion and opening date of Fall 2022.
ACCESS AND PARKING
The primary access for the school will be on the south side from Ashworth Road. Pick-up and drop-off for
students will use the south access point. Two lanes are planned to accommodate pick-up and drop offs. A
pavement stripe for the entire length of the lanes will be provided to assist in traffic direction. The School
District also plans to have staff direct traffic during pick-up and drop-off times. Secondary access is provided
from Serenity Drive on the east side of the property. This access will be one-way and will be utilized for staff
parking and bus drop-off.
September 20, 2019
3 of 3
The Zoning Ordinance requires 151 parking spaces for the elementary school. The site plan indicates 160
parking spaces across the site, including seven (7) accessible parking spaces.
Pedestrian walkways will be installed around the building and throughout the site. 10-foot-wide trails will be
installed along Ashworth Road and along Serenity Drive.
UTILITIES
Utilities were provided to the site with the public improvements associated with Ashworth Acres Plat 1.
Water and sanitary services will be extended from Serenity Drive. Storm water for the site will be detained in
ponds located in the southwest and southeast corners of the property. Stormwater will be routed to the
southeast pond and from there is it routed to the north and east towards the pond constructed with the
Ashworth Acres Plat 1 improvements. 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 for the development. The Site Plan indicates that 50% open space will
be provided. A 25-foot landscape buffer will be provided on the north, east, and west sides of the property to
provide screening from the adjacent residential uses. The site will be sodded and seeded with a variety of
grasses including native plantings.
ELEVATIONS
Elevations of the proposed buildings have been provided for review. Materials proposed include brick,
architectural metal paneling, and aluminum windows and curtain walls.
LIGHTING PLAN
Lighting plans for the building, parking areas, and athletic fields have been submitted and are in conformance with
the Site Plan Ordinance.
STAFF RECOMMENDATION
The proposed preliminary plat and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, and Site Plan Ordinance. Staff recommends approval subject to remaining staff
comments.
ASHWORTH RDR2
2
/
U
T
E
A
V
E SE WESTOWN PKWYSILVERLEAF LNDAYBREAK DRBELMONT BLVDSERENITY DR DAYBREAK DRROMAN RDCENTURY CR
SUNFLOW
E
R
D
R
SCENIC VI
E
W
D
R
CRESCENT RIDGE DR
JACKPINE DR
WHITEPINE CT CATERINE CTWAUKEE ELEMENTARY SCHOOL #10PRELIMINARY PLAT / SITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:PARCEL '18-79' AS RECORDED IN BOOK 2018 PAGE 11472 IN DALLAS COUNTY,IOWA CONSISTING OF 19.05 ACRES MORE OR LESS.ADDRESS:965 ASHWORTH RDWAUKEE, IA 50263OWNER/PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTATTN: KIRK JOHNSON560 SE UNIVERSITY AVEWAUKEE, IA 50263PH: 515-987-5161ENGINEER/PROJECT MANAGER:JOEL JACKSON, PEBISHOP ENGINEERING3501 104TH STREETURBANDALE, IA 50322PH: 515-276-0467ZONING:R-2: ONE AND TWO-FAMILY RESIDENTIAL DISTRICTBUILDING SETBACKS:FRONT YARD = 30 FEETSIDE YARD = 15 FEETREAR YARD = 40 FEETPARKING REQUIREMENTS:DAYTIME PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE + 1 SPACE PERCLASS ROOMEVENING PARKING REQUIREMENTS: 1 SPACE PER 4 SEATS IN GYMNASIUMS& AUDITORIUMSDAYTIME PARKING REQUIRED = 70 + 36 = 106 STALLSEVENING PARKING REQUIRED = 180/4 = 45 STALLSPARKING PROVIDED = 160 STALLS (INCL 7 HC STALLS)OPEN SPACE & IMPERVIOUS SURFACE:TOTAL SITE AREA = 829,623 SFOPEN SPACE REQUIRED = 165,925 SF (20%)IMPERVIOUS SURFACE = 291,500± SFOPEN SPACE PROVIDED > 50%DISTURBED AREA:20 ACRES MORE OR LESSBENCHMARK:DALLAS COUNTY BM #G121, EAST SIDE OF R16, 0.1 MILE SOUTH OF 300TH ST.ELEVATION = 1032.81BURY BOLT ON HYDRANT @ NW CORNER OF DAYBREAK DR & CRESCENT DRELEVATION = 1023.95VICINITY MAPSCALE: 1' = 1,000'COPYRIGHT 2019 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARD 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVSHEET INDEX:C-001COVER SHEETC-200 - C-202LAYOUT PLANC-300 - C-302GRADING PLANC-401 - C-402UTILITY PLANC-500 - C-502LANDSCAPE PLANC-601 - C-602DETAILS SHEETC-701SWPPPDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETM:\LAND PROJECTS 2017\170538\DWG\C0 COVER.DWG12/11/2019 8:53:34 AM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTC-001COVER SHEETGENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITIONS OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS. THE CITY OFWAUKEE ENGINEERING DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKEND OR HOLIDAY WORK. CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING WAUKEE ENGINEERING DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORK TO 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 THE CONTRACTOR FROM COMPLYING WITHTHE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES ANDOTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 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 FROM VARYING SOIL CONDITIONS ORINJURIES 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 FLOW DURING CONSTRUCTION. DO NOTRESTRICT 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 AT THE PROJECTPRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THEACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS ANDTESTING 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 OWNERS REPRESENTATIVE ON ALL REQUIREDSTORM 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 OF NATURAL RESOURCESREQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY ANDPRIOR 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 WAY UNTIL SUCH TIME THAT PERMANENTVEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOTDESIRABLE 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 DEVELOPMENT SERVICES DEPARTMENT AND DESIGNENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT RECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES 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 AREAS SHALL BE SEEDED INACCORDANCE 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 SIGN OFF ON SUBASE PRIOR TO ANYPAVEMENT 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 ALL HANDICAP STALLS AND SHALL BECONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FORENSURING 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 BE RAISED OR LOWERED INACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.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 II CONNECTORS. ALL APRONS SHALLHAVE A STANDARD FOOTING AND TRASH GUARD. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDAS SW-105).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 INCLUDE ADDITIONAL WALL LENGTH TOACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY AND ALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BECONSIDERED INCIDENTAL TO BID.7.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OFCOMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 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 AND STORM LINES SHALL BECLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOS SHALL BE PROVIDED TO THE CITY OF WAUKEEENGINEERING 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 OF WAUKEE.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 NOTIFY THE CONTRACTOR WHEN THEBAGS 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 4" STORZ CONNECTION.17.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE PROVIDEDFOR INCIDENTAL ITEMS.18.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR 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 AN EXISTING UTILITY AND PROPOSEDCONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10 FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID.IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USE WATER-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 TOCONSTRUCTION IF A CONFLICT EXISTS.SPECIFICATIONS NOTES:1.IN THE EVENT OF A DISCREPANCY BETWEEN THE WAUKEE ELEMENTARY #10 PROJECT SPECIFICATIONS AND: CITY OF WAUKEE REQUIREMENTS AND SPECIFICATIONS, PLUMBING CODE, AND URBANSTANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS), THE CITY OF WAUKEE STANDARD SPECIFICATIONS SHALL GOVERN.2.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BERESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.3.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITEINFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.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 GROUND OR BUILDING SIGNAGE AND SHALLENSURE COMPLIANCE WITH ALL CITY REGULATIONS.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.STAKING 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.SOILS REPORT:1.REFERENCE ALLENDER BUTZKE SOILS REPORT (PN XXXXX) FOR ADDITIONAL SOILS INFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADEINFORMATION, FOOTING DESIGN, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERNOVER PAVEMENT THICKNESS IN THE SOILS REPORT.EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITEEARTHWORK BALANCE.2.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.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER (515-276-0467) FOR ACOPY OF THE SWPPP.2.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROVIDED FROM 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 (JOELJACKSON 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 THE CITYOF WAUKEE INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED.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.WETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINEIF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SITETOPSOIL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALLENDER BUTZKE ENGINEERS (515-252-1885) WHEN TOPSOIL HAS BEENPLACED / RE-SPREAD ON SITE. ALLENDER BUTZKE WILL THEN INVESTIGATE AND PROVIDE WRITTEN VERIFICATION TO THE OWNERTHAT AT LEAST 8" OF TOPSOIL HAS BEEN PLACED 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 BE RESPONSIBLE FOR ADDITIONAL COSTS FOR SUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BYALLENDER BUTZKE IF SITE IS FOUND TO BE DEFICIENT.PHASING NOTES:1.CONTRACTOR SHALL GRADE AND INSTALL TEMPORARY SEDIMENT BASINS PRIOR TO ALL OTHGER CONSTRUCTION. SEDIMENTBASINS MUST BE APPROVED BY SWPPP INSPECTOR PRIOR TO COMMENCEMENT OF ANY ADDITIONAL CONSTRUCTION.2.SEE SHEET C-300 FOR ADDITIONAL TEMPORARY SEDIMENT BASIN CONSTRUCTION NOTES.3.CONTRACTOR SHALL COMPLETE ALL WORK WITHIN OPEN PLAY FIELD BY FALL OF 2020. THIS INCLUDES THE RESPREADING OFTOPSOIL AND SEEDING OF THE DISTURBED AREA. SEE LANDSCAPE PLAN FOR DELINEATION OF THIS AREA.4.CONTRACTOR SHALL INSTALL AN ORANGE CONSTRUCTION FENCE DELINEATING AND PROTECTING THIS AREA AFTER SEEDING HASBEEN COMPLETED.5.SEE LANDSCAPE PLAN FOR REQUIREMENTS ON WATERING, WEEDING, OVER-SEEDING, MOWING, ETC OF THIS AREA UNTILSUBSTANTIAL COMPLETION.6.CONTRACTOR SHALL NOT SUE THIS AREA AFTER SEEDING FOR ANY CONSTRUCTION TRAFFIC, INCLUDING, BUT NOT LIMITED TO,TOPSOIL STOCKPILE, MATERIAL STORAGE, CONSTRUCTION STAGING, ETC.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.
REFREFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 1829623 SF19.05 AC15' SAN SEWEREASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT30' SETBACK30' SETBACK15' SETBACK
30' SETBACK 25' SAN SEWEREASEMENT25' LANDSCAPEBUFFER10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERGM
DD DDD DDCODETENTION EASEMENTDETENTION EASEMENT10' PUEDD
W8"W8"W8"W8"W8"W6"W8"W8"W8"W8"W8"W8"HYD
HYD HYDS
SAN
8"SSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"WVWVWVWVG
G
G
G
G
G
G
G
G
GCOW
8"W 8"
W 8"
W 8"SWVHYDCOC C C C C C CCC424544434140393837363515141312111016171827282930313233342625242322212019OUTLOT 'Z'OUTLOT 'Y'ASHWORTH ROADSERENITY DR 70' ROW31'70' ROW31'36.5'24'24'60' ROW
29'10' PUE25' LANDSCAPEBUFFER EASEMENT5' PUE
10' PUE
10' PUE10' PUE
5' ELECTRIC
EASEMENT
15' SANITARY
SEWER EASEMENT 5' ELECTRIC
EASEMENT
20' OVERLAND
FLOWAGE
EASEMENT 10' PUE27' SANITARYSEWER EASEMENT5' ELECTRICEASEMENT20' STORM SEWER& OVERLANDFLOWAGE EASEMENT5' ELECTRICEASEMENT8' PUE10' PUE
10' SANITARYSEWER EASEMENT45' ROWEASEMENTBK 425 PG 303BK 425 PG 38220'x30' ELECTRIC EASEMENTBOOK 2019 PAGE 9395AUGUSTA CT105' ROW60' 1/2 ROW45' 1/2 ROWDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE0502550100M:\LAND PROJECTS 2017\170538\DWG\C2 LAYOUT.DWG12/11/2019 8:53:45 AM
C-200LAYOUT PLANTRAFFIC SIGN NOTES:1.THESE NOTES SHALL APPLY ONLY TO TRAFFIC & DIRECTIONAL SIGNS. FORHANDICAP PARKING SIGNS SEE DETAIL PROVIDED ON SHEET C-501. FOR FIRELANE SIGNS, SEE NOTES ON THIS SHEET.2.ALL SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATEDMETAL POLE. SIGNS MAY ALSO BE MOUNTED ON LIGHT POLES.3.POSTS SHALL BE DIRECT BURIED A MINIMUM OF 4 FEET.4.SIGNS SHALL BE MOUNTED 5 FEET HIGH FROM THE FINISHED GROUND GRADETO BOTTOM OF THE SIGN.5.ALL TRAFFIC SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.6.TRAFFIC SIGNS MOUNTED ON LIGHT POLES SHALL BE MOUNTED WITH ASTAINLESS STEEL BAND. NO DRILLING IS ALLOWED.7.TRAFFIC SIGNS SHALL BE AS FOLLOWS:#1 STOP SIGN, MUTCD CODE R3-2, SIZE 30"x30"#2 DO NOT ENTER SIGN, MUTCD CODE R5-1, SIZE 30"x30"#3 ONE WAY SIGN POINTING LEFT, MUTCD CODE R6-1, SIZE 36"x12"#4 ONE WAY SIGN POINTING RIGHT, MUTCD CODE R6-1, SIZE 36"x12"#5 MODIFIED MUTCD CODE D1-2: BLACK LETTERS ON A WHITE BACKGROUNDTO READ "DROP OFF LANE" WITH AN ARROW POINTING LEFT, TEXT HEIGHT 4"ADA RAMP & LANDING NOTES:1.RAMPS ON SIDEWALKS THAT EXCEED 5% RUNNING SLOPE MUST HAVE AMINIMUM OF 5'X5' LANDING AT THE TOP AND BOTTOM OF THE RAMP. THELANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.2.NOT ALL RAMPS AND LANDINGS ARE CALLED OUT ON PLANS. ANYWHERE AWALK EXCEEDS 5% SLOPE, AS SHOWN ON THE GRADING PLAN, SHALL BECONSIDERED AN ADA RAMP AND THEREFORE MUST HAVE LANDINGS.3.SIDEWALKS SHALL NOT EXCEED 2% CROSS SLOPE AT ANY LOCATION.PAVEMENT PLACEMENT NOTES:1.SEE PROJECT SPECIFICATION 32 13 13 FOR ADDITIONAL INFORMATION ONLASER SCREED REQUIREMENTS.FIRE LANE SIGN NOTES:1.FIRE LANE SIGN SHALL BE 18" TALL X 12" WIDE WITH RED LETTERS ON A WHITEREFLECTIVE BACKGROUND TO READ "FIRE LANE - NO PARKING EXCEPT FOREMERGENCY VEHICLES".2.ALL FIRE LANE SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.3.ALL FIRE LANE SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDERCOATED METAL POLE.4.FIRE LANE SIGNS SHALL BE PLACED BETWEEN 2-FEET AND 4-FEET FROM THE EDGEOF THE FIRE LANE.5.ALL SIGNS SHALL BE SET AT AN ANGLED OF NOT LESS THAN 30 DEGREES AND NOTMORE THAN 45 DEGREES WITH THE LINE OF TRAFFIC FLOW.6.SIGNS IN OPEN SPACE SHALL BE MOUNTED 5-FEET FROM THE FINISHED GROUNDGRADE TO THE BOTTOM OF THE SIGN.7.SIGNS IN SIDEWALK SHALL BE MOUNTED 6-FEET FROM THE FINISHED GROUNDGRADE TO THE BOTTOM OF THE SIGN.8.SIGNS POSTS IN OPEN SPACE SHALL BE DIRECT BURIED A MINIMUM OF 3-FEET.9.FOR SIGN POSTS IN SIDEWALK: 3 1/2" DIAMETER CORE DILL SIDEWALK TO FULLDEPTH, DIRECT BURY 2.25" SQUARE ANCHOR POST 3-FEET MINIMUM. BACKFILLVOID WITH SAND TO WITHIN 1" OF FINISHED SURFACE, FILL FINAL 1" WITH GROUT.BOLTED PLATE INSTALLATIONS ARE NOT ALLOWED.FIRE DEPARTMENT ACCESS SIGN NOTES:1.FIRE DEPARTMENT ACCESS SIGN SHALL BE 18" TALL X 12" WIDE WITH RED LETTERSON A WHITE REFLECTIVE BACKGROUND TO READ "FIRE DEPARTMENT ACCESS".2.SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.3.SIGNS SHALL BE MOUNTED ON A 2"X2" SQUARE BLACK POWDER COATED METALPOLE.4.SIGNS SHALL BE MOUNTED 5-FEET FROM THE FINISHED GROUND GRADE TO THEBOTTOM OF THE SIGN.FIRE LANE STRIPING NOTES:1.FIRE LANES SHALL BE STRIPED IN RED ALONG THE ENTIRE LENGTH OF THE FIRELANE AS CALLED OUT ON PLANS.2.FIRE LANE STRIPING SHALL NOT BE STRIPED BETWEEN CROSSWALK STRIPES.3.VERTICAL CURBS SHALL BE PAINTED RED ON THE TOP AND SIDE.4.WHERE NO CURB EXISTS, A 6" WIDE STRIPE SHALL BE PAINTED.5.THE WORDS "NO PARKING - FIRE LANE" SHALL BE STENCILED WITH 3" TALL WHITELETTERS AND A MINIMUM 3/4" STROKE ON THE VERTICAL FACE OF CURBING. IF NOCURB. THE LETTERING SHALL BE PLACED ON THE RED STRIPE. STENCILING SHALLBE SPACED AT FIFTY FOOT INTERVALS ALONG THE ENTIRE FIRE LANE LENGTH.FLASHING BEACON NOTES:1.AT EACH FLASHING BEACON, INSTALL ELTEC SCHOOL ZONE SYSTEM WITH 2FLASHING BEACONS AND 25 MPH SCHOOL ZONE SIGN (MUTCD CODE S5-1).2.SYSTEM SHALL BE SOLAR POWERED WITH FS-2 FLASHER AND NTC-17E TIMER.3.CONTRACTOR SHALL INSTALL ONTO ALUMINUM POLE WITH ROUND CONCRETEFOOTING PER MANUFACTURER'S RECOMMENDATIONS.4.INSTALL POLE 6' FROM EDGE OF PAVEMENT.5.APPROVED SUBSTITUTIONS ARE ALLOWED WITH WRITTEN APPROVAL FROMBISHOP ENGINEERING.6.CONTACT:GENERAL TRAFFIC CONTROLSPO BOX 1000SPENCER, IA 51301PH:(712) 262-1521FUTURE RAPID FLASH BEACON NOTES:1.THE CITY OF WAUKEE WILL NOT BE FINANCIALLY RESPONSIBLE FOR INSTALLATIONOF FUTURE CROSSING BARS AND RAPID FLASH BEACONS ALONG SERENITY DRIVEIN THE FUTURE IF IT IS DETERMINED THAT THESE ARE NECESSARY.
REFREFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.0015' SAN SEWER EASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT30' SETBACK15' SETBACK
30' SETBACK25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERBBB151513913149578GM
DD DDD DDETENTION EASEMENTDETENTION EASEMENT10'17'20'10'R25'R
5
'R5'R
2
0
'R5'R
5
'R5'R
5
'R5'R447'R75'R15'
R
1
5
'
R8
0
'
R6
0
'R3'R
2
5
'R25'R5
'R3'R20'R20'R300'
R420'
R427'R300'R317'R420'R427'12.5'12'12.5'10'24'B9'9'9'17'9'1512'135'12'12'24'10'10'8'8'8'9'17'7'20'9'9'19'19'17'24'24'17'
7'
24'
19'
19'
24'
20'23.5'10'9'8'7'9'8'7'2
0
'10'1'10'1'10'1'10'1'8'8'8'5'8'9'5" PCC WALK6" PCC WALK5" PCC WALK6" PCC
W
A
L
K
6"
PCC
WALK23.5'PAVEMENT TYPE 1PAVEMENT TYPE 36" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)PAVEMENT TYPE 16" PCC WALKCURB/TURNED DOWNWALK TRANSITION(SEE DETAIL 7/C-601)CURB/TURNED DOWNWALK TRANSITION(SEE DETAIL 7/C-601)ADA RAMP & LANDING W/DETECTABLE WARNING6" PCC TRAILADA RAMP & LANDING W/DETECTABLE WARNING6" PCC WALK24" WIDE WHITECROSSWALK BARSR20'5" PCC PAD FOR BIKE RACKS(SEE DETAIL 7/C-602)PAVEMENT TYPE 26" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)PAVEMENT TYPE 26" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)PAVEMENT TYPE 1PAVEMENT TYPE 1PAVEMENT TYPE
1PAVEMENT TYPE
1PAVEMENT TYPE 1ADA RAMP &LANDINGADA RAMP &LANDINGPAVEMENT TYPE 2PAVEMENT TYPE 2PAVEMENT TYPE 2PAVEMENT TYPE 24" WIDE YELLOWPAINT STRIPES, TYP4" WIDE YELLOWPAINT STRIPES, TYP4" WIDE YELLOWPAINT STRIPES, TYPADA RAMP & LANDINGW/ BEAM CURB (SEEDETAIL 18/C-601)ADA RAMP & LANDINGW/ BEAM CURB (SEEDETAIL 18/C-601)BOLLARD W/ HC SIGN(SEE DETAIL 5/C-601)BOLLARD W/ HC SIGN(SEE DETAIL 5/C-601)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 5/C-601)5" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)5" PCC TURNEDDOWN WALK (SEEDETAIL 5/C-601)4" WIDE YELLOWPAINT STRIPE4" WIDE WHITEPAINT STRIPEWHITE PAINTEDARROWSADA RAMP& LANDINGADA RAMP& LANDING6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)PAVEMENT TYPE 4TRASH ENCLOSURE(REF ARCH)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)RUBBER PLAYGROUND AREA(MULCH/SAND BY OWNER)CENTERED IN OUTSIDEPLAYGROUND CURB (SEEINSTALLATION NOTES)PAVEMENTTRANSITION, TYP.PAVEMENTTRANSITION, TYP.MULTI-USEFIELD6" PCC TRAIL6" PCC TRAIL6" PCC TRAIL6" PCC TRAILMONUMENT SIGNLOCATION10'26'R1
0
'R5'R5'R15'R15'R5'R5'R15'R50'R55'5'10'R470.5'
R480.5'
R5'R5'15'10'21'10'R5'R5'R100'R110'R91
'
R10
1
'
R
1
0
'
R50'
R60'R3'R10'10'R5'R1
0
0
'
R
1
2
3
.
5
'R1
3
3
.
5
'R5'R5'R5'R5'R5'R5'R5'R15'R10'R5'R5'R15'R200'
R224'R100'R124'24'23.5'10'R123.5'R133.5'10'
24'
19'
19'9'24'
17'9'R
5
'R5'4" WIDE YELLOWSTRIPE24" WIDEYELLOW STRIPE6" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)GRIND EX CURB &CONNECT WITHSUDAS TYPE 'A' DRIVEPAVEMENTTRANSITION, TYP.6" PCCWALKFIRE ACCESS ROUTE(SEE NOTES C-001)TRAFFIC SIGNS#1, #2, #3 & #4TRAFFIC SIGN #2TRAFFIC SIGN #1TRAFFIC SIGN #3TRAFFIC SIGN #3TRAFFIC SIGN #3TRAFFIC SIGN #3(INSTALL ON POLE W/STAINLESS STEEL BAND- DO NOT DRILL)TRAFFIC SIGN #524" WIDE WHITECROSSWALK BARS24" WIDE WHITECROSSWALK BARS24" WIDE WHITECROSSWALK BARSFIRE DEPARTMENTACCESS SIGN4" WIDE YELLOWPAINT STRIPE4" WIDE YELLOWPAINT STRIPEFIRE LANE SIGNFIRE LANE SIGNFIRE LANE SIGNFIRE LANE SIGNFIRE LANE SIGNATTACH FIRE LANESIGN TO WALLFIRE LANE LETTERING(SEE NOTES SHEET C-200)FIRE LANE LETTERING(SEE NOTES SHEET C-200)35.7'15.7'19.9'10.0'98.0'49.5'56.0'45.4'13.7'15.7'20.5'13.2'102.0'12.0'15.5'12.0'30.0'88.2'40.3'98.0'20.6'2.3'75.3'D2.3'31.3'4.0'1.6'20.3'17.0'D
INSTALL FLASHING BEACONAPPROX 350' FROM EOR(SEE NOTES SHEET C-200)PROVIDE REMOVABLE FENCE POSTAS NECESSARY TO PROVIDE AMINIMUM OPENING OF 12' WIDE-COORDINATE TIMING OF FENCEFABRIC INSTALLATION WITH OWNER5" PCC PAD AROUND GREASETRAP LIDS (SEE DETAIL 8/C-602)W6"6"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"HYD
HYDSSAN
8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"SAN8"SAN8"WVG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGW 8"
W 8"
W 8"R88'R100'R5'R5'R5'20'5'1.7'3.2'55.3'INSTALL FLASHING BEACON(SEE NOTES SHEET C-200)W8"SAN6"SWVC C C C C C C C C C C CCCCC28293031323334ASHWORTH ROADSERENITY DR70' ROW31'36.5'24'24'10' PUE25' LANDSCAPEBUFFER EASEMENT5' PUE
10' PUE 10' PUE10' PUE
5' ELECTRIC
EASEMENT45' ROWEASEMENTBK 425 PG 303BK 425 PG 38220'x30' ELECTRIC EASEMENTBOOK 2019 PAGE 9395105' ROW60' 1/2 ROW45' 1/2 ROWDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C2 LAYOUT.DWG12/11/2019 8:53:48 AM
C-201LAYOUT PLAN
REFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 1829623 SF19.05 AC30' SETBACK15' SETBACK
30' SETBACK 25' SAN SEWEREASEMENT10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERAABBBBCCBBBDD912GMD DCOR112'R162'20'R90'9'10'20'10' PUER15'R25'R5
'R3'R5'R3'R5'R60'R20'R20'R15
0
'
R
5
'
R
5
'R5'R
5
'R5'CER80'R80'E10'R5'CR5'R80'R90'20'B12'17'5'9'9'
8'8'8'9'9'17'9'12'10'12'10'12'12'5'13.33'14'5'12'126" PCC TRAIL 10'1'10'1'R5'R
5
'6" PCC WALK6" PCC WALK6" PCC WALK6" PCC WALK6" PCC WALK6" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK3 WAUSAU TILE TF5025BENCHES STANDARDACID WASH A21 BUFFPAVEMENT
T
Y
P
E
1
PAVEMEN
T
T
Y
P
E
3
6" PCC TU
R
N
E
D
D
O
W
N
W
A
L
K
(SEE DETA
I
L
5
/
C
-
6
0
1
)PAVEMENT TYPE 1PAVEMENT TYPE 36" PCC TURNED DOWN WALK(SEE DETAIL 5/C-601)PAVEMENT TYPE 16" PCC WALKCURB/TURNED DOWNWALK TRANSITION(SEE DETAIL 7/C-601)ADA RAMP & LANDING W/DETECTABLE WARNING6" PCC TRAIL 24" WIDE WHITECROSSWALK BARSADA RAMP &LANDING4" WIDE YELLOWPAINT STRIPES, TYPHC SIGN (SEEDETAIL 15/C-601)VAN ACCESSIBLEHC SIGN (SEEDETAIL 15/C-601)TRASH ENCLOSURE(REF ARCH)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORSTRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)STRUCTURAL STOOP, TYP(SEE DETAIL 8/C-601 FORTRANSITION)RUBBER PLAYGROUND AREA(MULCH/SAND BY OWNER)5" HMA PLAYGROUND AREA(SEE DETAILS SHEET C-601)RUBBER PLAYGROUND AREA(MULCH/SAND BY OWNER)INSTALL 4' TALL BLACK VINYLCOATED CHAIN LINK FENCECENTERED IN OUTSIDEPLAYGROUND CURB (SEEINSTALLATION NOTES)INSTALL 4' TALL BLACK VINYLCOATED CHAIN LINK FENCECENTERED IN OUTSIDEPLAYGROUND CURB (SEEINSTALLATION NOTES)PLAYGROUND SECTIONS, TYP(SEE DETAILS SHEET C-601)GRIND EX CURB &CONNECT WITHSUDAS TYPE 'A' DRIVEPAVEMENTTRANSITION, TYP.6" PCC TRAIL 6" PCC TRAIL6" PCCWALKR25.5'R24.5'FIRE ACCESS ROUTE(SEE NOTES C-001)FIRE ACCESS ROUTE(SEE NOTES C-001)FIRE ACCESS ROUTE(SEE NOTES C-001)TRAFFIC SIGNS #3 & #424" WIDE WHITECROSSWALK BARSFIRE DEPARTMENTACCESS SIGNATTACH FIRE LANESIGN TO WALL35.7'15.7'19.9'10.0'98.0'49.5'45.4'13.7'15.7'20.5'12.0'30.0'88.2'40.3'9.4'8.0'47.5'2.0'31.7'35.3'2.0'34.7'3.3'1.7'7.7'9.7'4.3'36.3'2.0'35.3'31.7'2.0'24.3'8.0'6.
6
'8.0'87.7'2.3'33.7'34.7'2.3'32.0'3.3'1.7'7.7'9.7'4.3'33.7'2.3'34.7'33.7'2.3'87.7'8.
0
'6.6'8.
0
'24.3'2.0'31.7'35.3'2.0'34.7'3.3'1.7'7.7'9.7'4.3'36.3'2.0'35.3'31.7'2.0'35.3'55.5'98.0'20.6'1.7'4.0'10.0'35.7'32.0'2.3'75.3'2.3'31.3'4.0'20.3'17.0'PROVIDE REMOVABLE FENCE POSTAS NECESSARY TO PROVIDE AMINIMUM OPENING OF 12' WIDE-COORDINATE TIMING OF FENCEFABRIC INSTALLATION WITH OWNER5' WIDE GATE4' TALL BLACK VINYLCOATED CHAIN LINKFENCE IN SIDEWALKFF5" PCC PAD AROUND GREASETRAP LIDS (SEE DETAIL 8/C-602)W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"HYDSSAN
8"
SAN
8"SSAN8"SANWVWVWVWVG
G
G
GGCOW
8"
W
8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"R5'R5'R5'R5'R5'R
5
'
R
5
'R100'5" PCC PAD FOR BIKE RACKS(SEE DETAIL 7/C-602)21'15'20
'5'15.8'1.7'55.3'SAN6"HYDCOC CCCCC424544434140393837363515161718272829SERENITY DR 70' ROW31'60' ROW
29'
5' ELECTRIC
EASEMENT
15' SANITARY
SEWER EASEMENT 5' ELECTRIC
EASEMENT
20' OVERLAND
FLOWAGE
EASEMENT 10' PUE27' SANITARYSEWER EASEMENT5' ELECTRICEASEMENT20' STORM SEWER& OVERLANDFLOWAGE EASEMENT5' ELECTRICEASEMENT8' PUE10' PUE
AUGUSTA CTDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C2 LAYOUT.DWG12/11/2019 8:53:52 AM
C-202LAYOUT PLANPLAYGROUND 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 SHEET C-601 FOR INSTALLATION DETAILS.3.COORDINATE WITH OWNER FOR TIMING OF FENCE NETTING INSTALLATION ANDPLAYGROUND EQUIPMENT INSTALLATION. EQUIPMENT INSTALLATION BY OWNER.
REFREFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 1100010001005101099699699799799899899999910011001100210021003100310041006100710081009101110121013101499510009969979989991001100210039959969
8
5
9
9
0 995100010059849849
8
6
9
8
7
9
8
8
9
8
9
9
9
1
9
9
2
9
9
3
9
9
4 9969979989991001100210031004100610071008985990 995 1000
100598
6987 988 989 991 992 993 994 996 997 998 999 1001100210031004 1006100710081009985990995986987988989991
99
2
99
3
9
9
4 99698
5 990986
987
988 989991992993
985990986987988989991992993
993
991991992993985
990
984
986987988
989
99198599099510009849
8
6
9
8
7 988989991992993994996996996 9
9
7997997 99899910011002995996997997
9959959969969959949969
9
0
9
89
99
1 99
2
99
3 994
995993993994994996990 9919929939949949859859
9
0990
984984
9869869879879889889899899
9
1991992992992993994 995996996GM
DD DDD DDWEST SEDIMENT BASINTEMPORARYCONTOUR, TYPFINALCONTOUR, TYP982984985986INSTALL TEMPORARYSTANDPIPE ONPERMANENT RCP(SEE DETAIL 13/C6.1)E
A
S
T
S
E
D
I
M
E
N
T
B
A
S
I
N977975976978979981
979978977
976
980INSTALL 55LF 24"TEMPORARY CMP TOROUTE WATER INTOSEDIMENT BASININSTALL 62LF 24"TEMPORARY CMP TOROUTE WATER INTOSEDIMENT BASIN98097897998198298398
0
98597897
9
98
1
9
8
2
9
8
3
9
8
49809859909819829839849
8
6
9
8
7988989991
985 990982983984 986987988989DDINSTALL TEMPORARYSTANDPIPE ONPERMANENT RCP(SEE DETAIL 13/C6.1)981983W8"W8"W8"W8"W8"W6"TEMPORARYCONTOUR, TYPFINALCONTOUR, TYPW8"W8"W8"W8"W8"W8"HYD
980982982981HYDHYDS
SAN
8"SSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"WVWVWVWVG
G
G
G
G
G
G
G
G
GW
8"W 8"
W 8"
W 8"996SWV983984984984 984
9
9
2
99
1
988989994994991 HYD
C C C C C C
CCC4245444341403938373635151617182728293031323334ASHWORTH ROADSERENITY DR980985 990995100010051010976977978979981
98
2 983984986987988989991992993994996997998
99
9
10011002100310041006100710081009101110121013101499099099
5
9959959899899919919929929939949969969969979989859909951000100510101015982982982 983984986987988989991992993994996997998999100110021003100410061007100810091011101210131014101610171000100010051010100110011001
1001100210
0
2
100210031004100610071008100910111012101310149959951000994994996996997997998998999100110' PUE25' LANDSCAPEBUFFER EASEMENT5' PUE
10' PUE
10' PUE10' PUE
5' ELECTRIC
EASEMENT
15' SANITARY
SEWER EASEMENT 5' ELECTRIC
EASEMENT
20' OVERLAN
D
FLOWAGE
EASEMENT 10' PUE27' SANITARYSEWER EASEMENT5' ELECTRICEASEMENT20' STORM SEWER& OVERLANDFLOWAGE EASEMENT5' ELECTRICEASEMENT8' PUE10' PUE
SEWER EASEMENT45' ROWEASEMENTBK 425 PG 303BK 425 PG 38220'x30' ELECTRIC EASEMENTBOOK 2019 PAGE 9395AUGUSTA CTDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE0502550100M:\LAND PROJECTS 2017\170538\DWG\C3 GRADING.DWG12/11/2019 8:54:03 AM
C-300GRADING PLANTOPSOIL 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 ASNECESSARY 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 SUSTAINING VIGOROUS PLANT GROWTH,FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLEFREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENTAND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERALPERMIT NO. 2 ARE MET.GRADING 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/STEMPORARY 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 BASINDURING THE PROJECT.2.SEDIMENT BASIN 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.
REFREFUP3.5%4.2%2.0%2.0%2.0%1.0%1.0%1.0%1.0%1.0%3.5%2.0%2.2%3.0%3.9%2.8%2.3%2.4%2.5%5.0%5:13.6%8:18:16.7%7.3%4:12.9%4:1
21:110:14.9%5.5%2.8%3.6%2.2%3.4%8:13:15:14:116:
12.5%3.4% ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00994.61T/C994.11G985.69T/C985.19G985.80T/C985.30G985.83T/C985.33G983.60T/C983.10G984.22T/C983.72G985.51T/C985.01G2.5%2.3%0.0%1.5%1.6%1.6%1.0%1.5%1.0%0.9%1.0%1.5%1.5%1.5%1.5%1.5%4.5%4.5%1.5%1.2%7.1%1.1%15' SAN SEWER EASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT982.83E/W25' LANDSCAPEBUFFER992.04T/C991.54G25' LANDSCAPEBUFFER996.50996.00996.00996.68E/W995.17E/W995.02E/W993.23E/W993.02E/W987.58E/W990.55E/W990.29E/W989.03E/W987.70E/W985.07T/C984.57G983.21T/C982.71G994.53982.23996.20E/W1.5%1.5%1.0%6.3%
6.3%1.5%1.0%3.1%0.0%1.5%7.0%
1.0%
1.0%
4.5%1.0%1.5%1.5%1.4%1.5%1.6%1.5%1.5%4.0%1.0%1.0%1.0%1.5%1.5%1.3%0.8%1.0%1.5%1.5%3.1%3.1%1.5%1.5%0.8%0.9%1.0%1.0%0.0%0.0%1.3%0.8%1.1%1.6%2.6%2.1%1.5%2.8%7.2%7.2%1.1%1.0%4.3%7.2%1.0%3.4%1.5%5.8%1.5%5.9%1.0%
1.0%
1.4%
0.8%
1.0%1.5%3.3%3.3%1.5%1.5%0.0%1.0%
1.1%
1.0%1.5%0.2%1.0%1.5%1.5%0.8%0.7%0.8%0.9%1.3%4.7%4.7%1.2%1.5%1.1%6.0%6.0%1.5%1.3%0.5%1.2%1.2%3.8%1.0%1.0%1.4%1.4%6.4%6.5%1.5%1.0%3.4%1.3%1.5%1.5%0.0%0.0%1.5%
1.5%2.0%0.0%0.9%4.8%
4.8%
4.9%
4.9%0.9%1.5%1.5%1.0%
1.0%2.2%4.9%4.7%4.5%3.7%4.6%3.9%4.5%1.5%1.5%0.0%1.0%
1.5
%1.5%1.0%
1.0
%1.5%1.5%1.5%1.5%2.0%2.1%2.0%1.8%4.6%0.0%2.3%1.0%1.0%1.5%1.5%1.0%4.6%2.1%1.7%1.7%2.8%1.7%3.9%4.0%1.0%1.0%1.5%1.5%1.0%1.3%1.5%1.3%1.5%3.2%1.5%0.4%0.4%1
.
5%4:12.4%3.1%2.9%10:1
4:110:14:13.3%9
8
5
9
9
0
9849849
8
6
9
8
7
9
8
8
9
8
9
9
9
1
98599098
6
987 988 989 991 992 993985990995986987988989991
99
2
99
3
9
9
4 99698
5 990986
987
988 989991992993
985990986987988989991992993
993
991991992993985
990
984
986
987
988
989
991985990984986 987 988989991992993996995994996990989 991 992 993 994
995993993994994996990 9919929939949949859859
9
0990
984984
9869869879879889889899899
9
1991992992992993994
7.5%
1.0%7.5%1.5%7.0%1.5%1.5%1.0%989.09E/W984.36E/W1.0%1.0%1.0%1.0%DD 993.22993.25T/C992.75G993.85T/C993.35GD993.68T/C993.18GD992.30T/C991.80G991.74G991.40G991.97991.11992.07T/C991.57G993.06T/C992.56G993.07T/C992.57G994.44E/WD
994.49E/W994.30T/C993.80GD993.80G995.78994.32T/C993.82G995.88995.34G995.45G996.26E/W996.34E/W995.76T/C995.26G994.30T/C993.80G989.72T/C989.22G990.40T/C989.90G990.18T/C989.68G992.76T/C992.26G990.50T/C990.00G987.80E/W989.03E/W987.43E/W986.89E/W988.24E/W985.47T/C984.97G985.62E/W996.10E/W994.87T/C994.37G995.98E/W992.87G990.15E/W993.20E/W977.00983.10984.30984.30984.85984.58984.10984.10994.59988.67100 YEAR: 989.84996.50100 YEAR: 990.28993.85986.89T/C986.39G986.40T/C985.90G987.50T/C987.00G987.19T/C986.69G986.20T/C985.70G986.81T/C986.31G986.28T/C985.78G988.00T/C987.50G988.85T/C988.35G993.75T/C993.25GLANDINGRAMPLANDINGRAMPLANDINGRAMP993.54T/C993.04G993.12T/C992.62GRAMP992.28T/C991.78GRAMPLANDING2.3%100 YEAR: 983.310.9%98097897998198298398
0
98597897
9
98
1
9
8
2
9
8
3
9
8
49809859909819829839849
8
6
9
8
7988989991
985 990982983984 9869879889894:14:1 DETENTION EASEMENTDETENTION EASEMENT6.0%5.6%DD
W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"HYDHYD100 YEAR: 983.3410
0
Y
E
A
R
:
9
9
2
.
5
5
100 YEAR: 996.04SSAN
8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SRAMPSAN8"SAN8"SAN8"LANDINGLANDINGLANDINGG
G
G
G
G
G
G
G
G
G
G
G
G
G
GW8"
W 8"
W 8"1.6%1.5%1.5%4.0%2.7%0.8%996.86E/W996.48E/W996.40E/W996.08E/W994.30E/W994.45E/W993.38G993.48G996.50E/W997.00997.00996.83997.00997.00996.89996.89996.67993.12993.27992.62G992.77G990.93T/C990.43G997.00997.00996.94996.93E/W996.92993.96T/C993.46G993.24T/C992.74G997.00997.00996.94996.94996.50994.89E/W994.98E/W992.86E/W992.72E/W993.25T/C992.75G993.35T/C992.85G991.51T/C991.01G991.11E/W990.96E/W996.25E/W995.94E/W996.41E/W991.77T/C991.27G992.16T/C991.66G996.66E/W988.01T/C987.51G989.63T/C989.13G989.23T/C988.73G992.54T/C992.04G992.70T/C992.20G990.50T/C990.00G992.18T/C991.68G991.84T/C991.34G991.04T/C990.54G991.54T/C991.04G992.04T/C991.54G992.62T/C992.12G988.00T/C987.50G989.73E/W985.89T/C985.39G984.81T/C984.31G985.09T/C984.59G986.25T/C985.75G984.43T/C983.93G989.10T/C988.60G990.45T/C989.95G990.02T/C989.52G987.45T/C986.95G984.20G984.71E/W984.76E/W984.91E/W984.86E/W984.04E/W984.17E/W984.29E/W984.14E/W983.57G982.44E/W982.59E/W983.03E/W983.18E/W982.22E/W982.97E/W982.32E/W982.17E/W991.68T/C991.18G991.78E/W991.68E/W991.53E/W991.63E/W991.42E/W991.37E/W991.23E/W991.28E/W990.11E/W989.96E/W993.12E/W992.97E/W992.57E/W992.42E/W995.00994.71996.50996.50996.50996.50996.50996.50996.50997.00997.00996.50996.50996.83994.46G994.46G994.60T/C994.10G995.54E/W991.77990.55989.31987.87983.00985.80994.53992.86988.08989.75996.80996.00996.00991.67983.88981.69983.15983.59986.43E/W986.04E/W985.89E/W989.25E/W993.56T/C993.06G993.15993.14992.65G992.75G992.88T/C992.38G993.35993.54T/C993.04G993.64T/C993.14G993.80T/C993.30G993.73T/C993.23G992.86T/C992.36G992.78T/C992.28G992.74T/C992.24G992.30991.97T/C991.47G992.37T/C991.87G991.55994.35T/C993.85G994.30T/C993.80G994.44T/C993.94G995.94E/W995.86E/W995.82T/C995.32G993.95E/W994.33T/C993.83G991.93T/C991.43G993.44T/C992.94G992.62T/C992.12G988.06E/W988.09T/C987.59G986.74E/W986.75T/C986.25G988.47T/C987.97G988.62E/W986.90E/W995.51E/W995.63E/W996.79T/C996.75T/C995.35E/W990.00E/W993.58T/C993.08G992.96983.10984.11984.10985.75T/C985.25G986.67T/C986.17G988.52T/C988.02G994.02T/C993.52GW8"SAN6"SWV987.68T/C987.18G993.53T/C993.03G993.96T/C993.46G993.89T/C993.39G993.08T/C992.58G992.14T/C991.64G992.21T/C991.71G992.50T/C992.00G990.38T/C989.88G986.90T/C986.40G983.50T/C983.00G985.00T/C984.50G987.98T/C987.48G990.56T/C990.06G993.00T/C992.50G993.50T/C993.00G991.82T/C991.32G990.10T/C989.60G990.03T/C989.53G990.55T/C990.05G990.62T/C990.12G990.11T/C989.61G989.76T/C989.26G989.34T/C988.84G987.20T/C986.70G987.12T/C986.62G987.36T/C986.86G987.36T/C986.86G987.17T/C986.67G986.94T/C986.44G986.70T/C986.20G985.25T/C984.75G985.30T/C984.80G985.42T/C984.92G985.50T/C985.00G985.27T/C984.77G984.73T/C984.23G995.93993.74991.94995.20E/W995.30E/W994.56994.56993.86E/W993.50E/W994.04E/W993.41E/W993.69E/W100 YEAR: 982.60100 YEAR: 982.60100 YEAR: 982.60100 YEAR: 989.29100 YEAR: 989.29100 YEAR: 989.2980' WIDE OVERTOPPINGELEV: 983.10100 YEAR: 985.39AND OVERTOPPINGOVERTOPPING: 983.72100 YEAR: 985.00AND OVERTOPPINGOVERTOPPING: 984.50OVERTOPPING: 991.04OVERTOPPING: 991.00OVERFLOW: 986.86AND 100 YEAROVERTOPPING: 990.12OVERTOPPING: 993.00OVERTOPPING: 995.63983984984984
984100 YEAR: 985.009
9
2
99
1
988989994994991
990.41E/W1.0%1.4%0.7%0.7%1.5%988.27E/W4.4%1.5%1.5%1.5%4.5%1.0%1.8%1.7%1.0%1.5%1.5%C C C C C C C C C C C CCCCC293031323334ASHWORTH ROADSERENITY DR980985976977978979981
98
2 983984986987988989990990995995995989989991991992992993994996996 996997998985990982982982 98398498698798898999110' PUEBUFFER EASEMENT5' PUE
10' PUE 10' PUE10' PUE
5' ELECTRIC
EASEMENT45' ROWEASEMENTBK 425 PG 303BK 425 PG 38220'x30' ELECTRIC EASEMENTBOOK 2019 PAGE 9395DRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C3 GRADING.DWG12/11/2019 8:54:11 AM
C-301GRADING PLAN
REFUP3.4%4.6%11:1
5:1
6:13.0%1.5%1.2%1.9%3.5%2.0%4.2%1.0%1.0%1.0%2.2%3:18:12.3%3.3%4.9%2.0%4.6
%
3
.9%
2.9%4.9%3.0%5.8%6.5%8.7%5.7%3.7%4.7%2.1%2.5%3.7%3.6%2.1%4:16:14:15:116:
1
1
5
:
1
4:1 ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00985.69T/C985.19G985.80T/C985.30G996.21T/C995.71G1007.65T/C1007.15G996.46T/C995.96G1008.36E/W1006.80GLOT 125' SAN SEWEREASEMENT10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER996.50996.00996.00996.26E/W995.63E/W996.36E/W995.48E/W1004.23E/W1003.24E/W1003.17E/W1004.63E/W1004.53E/W997.92E/W998.10E/W996.54E/W996.56E/W996.36E/W996.76E/W996.43E/W996.25E/W996.08E/W996.49E/W995.56E/W995.32E/W995.50E/W996.68E/W996.83E/W996.83E/W996.68E/W996.60E/W996.69E/W995.17E/W995.02E/W1014.18E/W1014.33E/W???T/C???G1009.17T/C1008.67G994.53997.411002.9725' LANDSCAPEBUFFER0.7%1.2%1.5%0.9%0.0%1.5%4.4%3.8%1.
5
%4.3%1.9%1.9%0.2%6.7%7.7%5.0%3.2%1.0%1.5%1.5%5.0%1.0%1.0%1.5%5.0%1.5%1.5%5.0%1.0%1.0%0.0%0.0%1.3%0.0%0.9%1.7%0.9%0.0%1.0%2.1
%0.9%1.0%2.2%2.4%1.4%1.4%1.4%7.4%7.4%1.0%1.0%4.6%2.2%3.7%1.5%1.5%1.5%
1.5%1.0%0.0%4.3%1.6%1.6%1.4%1.3%1.6%1.6%4.4%1.1%1.5%1.0%1.
5
%1.3%6.2%4.
6
%
4.6%
1.5
%1.5%1.0%4.7%5.6%1.5%1.5%1.5%1.5%0.1%0.3%
0.
0
%
0.6%0.3%1.0%1.0%1.0%1.5%1.5%0.8%1.5%1.5%1.0%1.0%2.1%1.0%0.7%1.4%1.8%0.1%1.5%1.5%0.0%0.0%0.1%1.0%1.5%0.0%2.3%0.3%1.0%2.3%0.1%0.0%1.0%1.0%1.5%1.5%1.0%4.6%2.1%1.7%1.7%2.8%1.7%2.0%2.0%9.5%12:12.0%7.4%100010001005101099699699799799899899999910011001100210021003100310041006100710081009101110121013101499510009969979989991001100210039959969
9
0 995100010059
8
6
9
8
7
9
8
8
9
8
9
9
9
1
9
9
2
9
9
3
99
4 9969979989991001100210031004100610071008990 995 1000
10059899919929939949969979989991001100210031004 1006 1007 1008 1009995 1000993994996996996 997997997 99899910011002995996997997
995995996996996995996996 1.0%1.5%1.0%1.0%1.9%1.5%1.5%6.1%0.2%5.6%1.0%5.0%1.0%GMD D996.40E/W996.50E/W996.57E/W996.75E/W996.31E/W996.18E/W995.56E/W996.58E/W996.10E/W994.87T/C994.37G995.98E/W997.59994.591005.55997.60995.751002.55997.521001.86996.931002.90999.86E/W990.40T/C989.90G1000.00E/W1
0
0
Y
E
A
R
:
9
9
5
.
0
4
100 YEAR: 995.45
1
0
0
YEAR
:
9
9
4
.
9
2
100 YEAR: 994.38RAMPLANDINGRAMP5.0%10' PUEOV
E
R
F
L
O
W
:
9
9
6
.
2
0 W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"HYD100 YEAR: 996.04100
Y
E
A
R
:
9
9
5
.
1
6
1
0
0
YEAR
:
9
9
5
.
1
7S
100 YEAR: 994.15
1
0
0
Y
E
A
R
:
9
9
4
.
3
9
1
0
0
Y
E
A
R
:
9
9
4
.
1
4100 YEAR
:
995
.32
SAN
8"
SAN
8"SSAN8"SANWVWVWVWVG
G
G
GGW
8"
W
8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"1.5%4.0%1.5%0.0%0.0%0.0%1.5%0.8%1.5%1.0%1.0%1.5%1.7%1.5%1.0%2.0%1.0%1.5%996997.00996.83997.00997.00996.89996.89997.00997.00996.94996.94996.50997.00997.00996.94996.94996.83996.73E/W996.74E/W996.67E/W996.09E/W995.99E/W996.41E/W996.33E/W994.92E/W995.06E/W994.63E/W995.09E/W994.96994.82994.32G994.46G993.57T/C993.07G993.13T/C992.63G993.34992.89993.07993.15996.41E/W985.89T/C985.39G989.10T/C988.60G990.44T/C989.94G990.53T/C990.03G990.45T/C989.95G990.02T/C989.52G995.75T/C995.25G996.30T/C995.80G996.67T/C996.17G996.58T/C996.08G1002.13T/C1001.63G1002.92T/C1002.42G1002.62T/C1002.12G1007.16T/C1006.66G1008.63T/C1008.13G1008.30T/C1007.80G999.18T/C998.68G987.45T/C986.95G1004.85T/C1004.35G1003.92T/C1003.42G1003.18T/C1002.68G1003.56T/C1003.06G1002.76T/C1002.26G997.29T/C996.79G1008.31E/W1008.92E/W1008.21E/W1008.21G1006.85E/W1007.00E/W1006.95E/W1006.80E/W998.05E/W998.00E/W998.15E/W998.20E/W994.00995.25994.00994.50995.00994.00994.75995.75995.00995.00996.00994.71995.25994.25996.20996.50996.50996.50996.50996.50996.50996.50996.50996.50996.49996.50996.94997.00997.00996.94996.83996.50996.50996.50996.50996.50996.50996.50997.00997.00996.93996.93996.90996.50996.50996.50996.50996.50996.50996.50996.50997.00996.94997.00996.94996.50996.83997.00997.00996.92996.93997.00997.00997.00997.00996.50997.00997.00996.50996.50996.83994.46G994.46G995.54E/W994.73994.39993.32996.80997.66996.00996.00997.44E/W996.57E/W1004.33E/W1007.23E/W1002.33E/W1007.33E/W1002.51E/W995.50E/W995.32E/W995.50E/W995.32E/W996.74E/W996.50E/W996.68E/W996.31E/W996.26E/W995.74E/W996.73E/W1002.001003.901002.161006.92E/W996.66E/W1008.24E/W996.94E/W997.09E/W996.58E/W995.42E/W995.51E/W995.63E/W996.79T/C996.75T/C995.35E/W996.00997.50999.451009.831011.00985.75T/C985.25GSAN6"995.93996.431011.87E/W1012.02E/W995.20E/W995.30E/W994.56994.56996.68E/W996.26E/W996.44E/W996.47E/W996.29E/W996.21E/W995.90E/W996.05E/W995.95E/W100 YEAR: 990.03AND OVERTOPPING100 YEAR: 985.39AND OVERTOPPINGOVERTOPPING: 995.06OVERTOPPING: 995.48OVERTOPPING: 995.25OVERTOPPING: 995.32OVERTOPPING: 995.63OVERTOPPING: 995.56OVERTOPPING: 996.68OVERTOPPING: 996.31OVERTOPPING: 996.43HYD
1.5%1.5%1.5%1.5%C CCCCC424544434140393837363515161718272829SERENITY DR 990995100010051010987988989991992993994996997998
99
9
100110021003100410061007100810091011101210131014997998990995100010051010101598698798898999199299399499699799899910011002100310041006100710081009101110121013101410161000100010051010100110011001
100110021002
10021003100410061007100810091011101210131014995995100099499499699699799799899899910015' ELECTRIC
EASEMENT
15' SANITARY
SEWER EASEMENT 5' ELECTRIC
EASEMENT
20' OVERLAN
D
FLOWAGE
EASEMENT 10' PUE27' SANITARYSEWER EASEMENT5' ELECTRICEASEMENT20' STORM SEWER& OVERLANDFLOWAGE EASEMENT5' ELECTRICEASEMENT8' PUE10' PUE
AUGUSTA CTDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C3 GRADING.DWG12/11/2019 8:54:18 AM
C-302GRADING PLAN
REFREFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.0015' SAN SEWER EASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERTRANSFORMER PAD &MOAT (SEE DETAIL 19/C-601)INSTALL LIGHT POLE, TYP.INSTALL LIGHT POLE, TYP.INSTALL LIGHTPOLE, TYP.GAS METER LOCATIONGAS SERVICE (BYUTILITY PROVIDER)DD DDD DSTRUCTURE #2618" NYLOPLAST BASINRIM=996.00FL(W)=992.40FL(S)=992.50STRUCTURE #25A60" SW-401 MANHOLERIM=994.71FL(NW)=991.20FL(NE)=987.95FL(SE)=987.85STRUCTURE #24SW-503 INTAKET/C=992.71FL(NW)=985.54FL(S)=985.44STRUCTURE #21MOD. SW-506 INTAKEW/ RESTRICITON PLATET/C=991.00FL(W)=982.70FL(N)=983.00FL(E)=982.60STRUCTURE #2048" FESFL(W)=981.50STRUCTURE #2236" FESFL(E)=983.00181LF 48" RCP @ S=0.61%58LF 36" RCP @ S=0.52%246LF 24" RCP @ S=0.99%233LF 24" N-12 @ S=0.99%133LF 24" N-12 @ S=0.80%W/ WATERTIGHT JOINTS12LF 15" N-12 @ S=8.56%STRUCTURE #19SW-503 INTAKET/C=990.10FL(E)=984.6660" SW-502 INTAKET/C=990.40FL(N)=986.90FL(NW)=983.18FL(S)=983.08STRUCTURE #18SW-503 INTAKET/C=987.20FL(W)=981.76FL(SE)=981.66STRUCTURE #17SW-503 INTAKET/C=985.25FL(NW)=979.88FL(S)=978.78STRUCTURE #360" SW-502 INTAKET/C=985.75FL(N)=979.34FL(S)=979.24STRUCTURE #2SW-505 INTAKET/C=983.60FL(N)=977.10FL(S)=977.00STRUCTURE #1REMOVE EX FES & INSTALL72"x72" SW-402 MANHOLEW/ RESTRICTION PLATERIM=983.58FL(SW)=975.18FL(N)=974.60FL(E)=974.93STRUCTURE #15A72"x72" SW-402 MANHOLERIM=983.88FL(SE)=976.50FL(NW)=978.61FL(NE)=976.40STRUCTURE #1548" FESFL(NW)=977.00106LF 30" RCP @ S=3.51%63LF 30" RCP @ S=3.38%119LF 30" RCP @ S=2.01%W/ GASKETED JOINTS28LF 48" RCP @ S=1.82%199LF 48" RCP @ S=0.61%49LF 18" N-12 @ S=0.64%89LF 15" N-12 @ S=2.01%145LF 15" N-12 @ S=2.00%834LF 6" SUBDRAIN60 LF 6" SUBDRAIN6" INSERTA TEEROOF DRAIN CONNECTION(SEE DETAIL 22/C-601)FL = 992.50 (REF PLUMB)ROOF DRAIN CONNECTION(SEE DETAIL 22/C-601)FL = 993.50 (REF PLUMB)28LF 18" RCP @ S=1.01%STRUCTURE #16SW-505 INTAKET/C=983.50FL(N)=979.10FL(SE)=978.90EX 30" STORM SEWEREX 8" STORM SEWERDETENTION EASEMENTDETENTION EASEMENTDD
EX 30" STORM SEWERFIRE DEPARTMENTCONNECTION (REFPLUMBING)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"HYD
HYD6" HYDRANTASSEMBLY6" HYDRANTASSEMBLYSSAN
8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"SAN8"SAN8"CONNECT TO EX WATERMAIN W/ 8"x8" T.S.&V.35LF DIRECTIONAL BORE542LF 8" WATER8" 45° BEND71LF 8" WATER8" VALVE &8" 45° BENDG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
R150' HYDRANT RADIUS, TYP*CRITICAL CROSSING*BOTTOM STORM = 988.60TOP WATER = 987.00*CRITICAL CROSSING*BOTTOM STORM = 976.50TOP WATER = 974.90EX 8" WATER MAINEX 8" WATER MAINEX 16" WATER MAINEX 16" WATER MAINCORE DRILL CONNECTIONTO EX MANHOLERIM=982.88±INV(W)=971.00INV(N)=970.40±INV(S)=970.30±REF PLUMBING FORCONTINUATIONINV=991.505,000 GAL GREASEINTERCEPTOR(REF PLUMBING)155LF 8" SANITARY@ S=0.80%STRUCTURE #101SW-301 MANHOLERIM=992.00INV(W)=981.32INV(E)=981.22201LF 8" SANITARY@ S=5.10%STRUCTURE #103SW-301 MANHOLERIM=995.93INV(E)=986.30INV(NE)=986.15INV(S)=986.05STRUCTURE #102SW-301 MANHOLERIM=993.74INV(N)=984.81INV(E)=984.71339LF 8" SANITARY@ S=1.00%52LF 6" SANITARY@ S=2% MIN*CRITICAL CROSSING*BOTTOM STORM = 975.20TOP SANITARY = 973.25*CRITICAL CROSSING*BOTTOM STORM = 988.40TOP SANITARY = 986.90*CRITICAL CROSSING*BOTTOM STORM = 988.25TOP SANITARY =986.75EX 8" SANITARY SEWEREX GAS MAINEX 8" SANITARY SEWEREX 8" SANITARY SEWERW 8"
W 8"
W 8"*CRITICAL CROSSING*BOTTOM SANITARY = 988.50TOP WATER = 987.00146LF 8" WATER*CRITICAL CROSSING*BOTTOM WATER = 977.30TOP SANITARY = 973.80±*CRITICAL CROSSING*BOTTOM STORM = 977.70±TOP WATER = 976.10±W8"SAN6"SWVEX XENIA WATER MAINEX XENIA WATER MAINEX XENIA WATER MAINEX GAS MAIN75LF 6" SUBDRAIN6"x6" TEE6"x6" TEEFIBERGLASS BEND PERMIDAMERICAN STANDARDSC C C C C C C C C C C CCCCCPROVIDE 2 RUNS OF 780LF4" CONDUIT FOR MIDAMTERMINATE CONDUITSABOVE GROUND293031323334ASHWORTH ROADSERENITY DR
10' PUE25' LANDSCAPEBUFFER EASEMENT5' PUE
10' PUE 10' PUE10' PUE
5' ELECTRIC
EASEMENT45' ROWEASEMENTBK 425 PG 303BK 425 PG 38220'x30' ELECTRIC EASEMENTBOOK 2019 PAGE 9395UTILITY 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.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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C4 UTILITY.DWG12/11/2019 8:54:28 AM
C-401UTILITY PLAN
REFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 125' SAN SEWEREASEMENT10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERTRANSFORMER PAD &MOAT (SEE DETAIL 19/C-601)INSTALL LIGHTPOLE, TYP.INSTALL LIGHTPOLE, TYP.GM
GAS METER LOCATIONGAS SERVICE (BYUTILITY PROVIDER)DSTRUCTURE #3224" NYLOPLAST BASINRIM=995.00FL(E)=991.7389LF
2
4
"
N
-
1
2
@
S
=
0
.
6
0
%STRUCTURE #2618" NYLOPLAST BASINRIM=996.00FL(W)=992.40FL(S)=992.50STRUCTURE #2830" NYLOPLAST BASINRIM=995.00FL(N)=989.66FL(SE)=989.56STRUCTURE #2560" SW-401 MANHOLEW/ FLAT GRATERIM=995.00FL(E)=989.45FL(NW)=989.27FL(SW)=989.02STRUCTURE #2930" NYLOPLAST BASINRIM=994.75FL(N)=990.59FL(S)=990.49STRUCTURE #25A60" SW-401 MANHOLERIM=994.71133LF 24" N-12 @ S=0.80%W/ WATERTIGHT JOINTS77LF 15" N-12 @ S=3.83%12LF 15" N-12 @ S=8.56%49LF 24" N-12 @ S=0.60%W/ GASKETED JOINTS89LF
2
4
"
N
-
1
2
@
S
=
0
.
6
0
%128LF 15" N-12 @ S=0.40%W/ WATERTIGHT JOINTS47LF 18" N-12 @ S=4.00%STRUCTURE #624" NYLOPLAST BASINRIM=995.25FL(S)=992.00FL(NE)=991.75STRUCTURE #860" SW-401 MANHOLEW/ FLAT GRATERIM=994.00FL(NW)=987.25FL(S)=987.15STRUCTURE #560" SW-401 MANHOLEW/ FLAT GRATERIM=994.25FL(SW)=987.00FL(N)=986.00FL(SE)=985.90STRUCTURE #960" SW-401 MANHOLEW/ FLAT GRATERIM=994.00FL(NW)=988.55FL(SE)=988.45STRUCTURE #460" SW-502 INTAKET/C=990.40FL(N)=986.90FL(NW)=983.18FL(S)=983.08STRUCTURE #325LF 15" N-12 @ S=2.00%133LF 24" N-12 @ S=7.00%105LF 30" N-12 @ S=1.00%W/ WATERTIGHT JOINTS120LF 30" N-12 @ S=1.00%116LF 30" N-12 @ S=0.99%136LF 30" RCP @ S=2.00%106LF 30" RCP @ S=3.51%1
0
0
L
F
1
5
"
N
-
1
2
@
S
=
4
.
7
7%834LF 6" SUBDRAIN60 LF 6" SUBDRAIN6" SUBDRAINDSTRUCTURE #1160" SW-401 MANHOLEREMOVE EX FES AND INSTALLON EXISTING PIPET/C=1001.86FL(E)=999.28FL(N)=999.53COSUBDRAINCLEANOUTROOF DRAIN CONNECTION(SEE DETAIL 22/C-601)FL = 993.50 (REF PLUMB)ROOF DRAIN CONNECTION(SEE DETAIL 22/C-601)FL = 992.50 (REF PLUMB)ROOF DRAIN CONNECTION(SEE DETAIL 22/C-601)FL = 993.50 (REF PLUMB)EX 24" STORM SEWEREX 30" STORM SEWEREX 30" STORM SEWER10' PUESTRUCTURE #3048" SW-401 MANHOLEW/ FLAT GRATERIM=994.00FL(W)=991.22FL(S)=991.12FL(E)=991.61139LF 24" N-12 @ S=0.60%STRUCTURE #1060" SW-401 MANHOLEW/ FLAT GRATERIM=994.50FL(W)=990.00FL(SE)=989.60EX 30" STORM SEWEREX 30" STORM SEWERW8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"FIRE DEPARTMENTHYD6" HYDRANTASSEMBLYSSAN
8"
SAN
8"SSAN8"SANWV8"x6" TEE& 8" VALVE233LF 8" WATERWV8" VALVE126LF 6" WATER6"x4" TEE19LF 4" DOMESTRICWATER W/ 4" VALVE &4" 90° BENDREF PLUMBING FORWATER CONTINUATION114LF 8" WATER461LF 8" WATERWV8" 45° BEND8" 45° BEND8" VALVEWVR150' HYDRANT RADIUS, TYPG
G
G
GGR150' HYDRANT RADIUS, TYPFIRE RISER ROOM*CRITICAL CROSSING*BOTTOM STORM = 988.60TOP WATER = 987.00*CRITICAL CROSSING*BOTTOM STORM = 991.30TOP WATER = 989.70*CRITICAL CROSSING*BOTTOM STORM = 989.15TOP WATER = 987.55EX 8" WATER MAIN*CRITICAL CROSSING*BOTTOM STORM = 989.25TOP WATER = 987.65EX 8" WATER MAINCO22LF 8" SANITARY@ S=6.00%REF PLUMBING FORCONTINUATIONINV=990.50REF PLUMBING FORCONTINUATIONINV=991.505,000 GAL GREASEINTERCEPTOR(REF PLUMBING)150LF 8" SANITARY@ S=1.00%STRUCTURE #103SW-301 MANHOLERIM=995.93INV(E)=986.30INV(NE)=986.15INV(S)=986.05STRUCTURE #104SW-301 MANHOLERIM=996.40INV(E)=989.18INV(SW)=987.6552LF 6" SANITARY@ S=2% MIN*CRITICAL CROSSING*BOTTOM STORM = 988.40TOP SANITARY = 986.90*CRITICAL CROSSING*BOTTOM STORM = 988.25TOP SANITARY =986.75*CRITICAL CROSSING*BOTTOM STORM = 989.70TOP SANITARY = 988.15*CRITICAL CROSSING*BOTTOM WATER = 989.15TOP SANITARY = 987.65EX 8" SANITARY SEWERW
8"
W
8"
W 8"
W 8"EX 8" SANITARY SEWERW 8"
W 8"
W 8"
W 8"*CRITICAL CROSSING*BOTTOM SANITARY = 988.50TOP WATER = 987.00146LF 8" WATERREMOVE BLOWOFF &CONNECT TO EX 8"WATER STUB6" HYDRANTASSEMBLYSAN6"HYDCO75LF 6" SUBDRAIN75LF 6" SUBDRAIN75LF 6" SUBDRAIN75LF 6" SUBDRAIN270LF 6" SUBDRAIN6"x6" TEE6" 90° BEND6"x6" TEE6"x6" TEE348LF 6" SUBDRAINCLEANOUT6"x6" TEE75LF 6" SUBDRAIN75LF 6" SUBDRAIN6"x6" TEEFIBERGLASS BEND PERMIDAMERICAN STANDARDSC CCCCC424544434140393837363515161718272829SERENITY DR
5' ELECTRIC
EASEMENT
15' SANITARY
SEWER EASEMENT 5' ELECTRIC
EASEMENT
20' OVERLAND
FLOWAGE
EASEMENT 10' PUE27' SANITARYSEWER EASEMENT5' ELECTRICEASEMENT20' STORM SEWER& OVERLANDFLOWAGE EASEMENT5' ELECTRICEASEMENT8' PUE10' PUE
AUGUSTA CTDRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C4 UTILITY.DWG12/11/2019 8:54:31 AM
C-402UTILITY PLAN
REFREF ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 115' SAN SEWEREASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT25' SAN SEWEREASEMENT25' LANDSCAPEBUFFER10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERGM
DD DDD DDCODETENTION EASEMENTDETENTION EASEMENT10' PUEDD SSSG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGCOSCOC
C C C C C C C C C C C C C
CCCCCCLANDSCAPE 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.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL.13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEWPLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOODMULCH.15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH ISINSTALLED.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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE0502550100DO 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 SCHEDULEM:\LAND PROJECTS 2017\170538\DWG\C5 LANDSCAPE.DWG12/11/2019 8:54:42 AM GENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF SITE829,623 SFREQUIRED OPEN SPACE(20%)165,924 SFPROVIDED OPEN SPACEOVER 50% OF SITEGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 PER 1000 SF REQUIRED OPEN SPACE)(165.9) 166 - TOTAL REQUIRED OVERSTORY SHADE TREES (50%)83 TOTAL OVERSTORY PROVIDED113 - TOTAL REQUIRED EVERGREEN TREES (25%)42 TOTAL EVERGREEN PROVIDED42 TOTAL TREES PROVIDED FOR OPEN SPACE166TOTAL REQUIRED SHRUBS(1 PER 1000 SF REQUIRED OPEN SPACE)(165.9) 166 TOTAL SHRUBS PROVIDED198REQUIRED BUFFERYARD (WEST)BUFFERYARD WIDTH25'TOTAL BUFFERYARD LENGTH1070'TOTAL REQUIRED OVERSTORY TREES (1 PER 50 LF OF BUFFERYARD)22 TOTAL PROVIDED22TOTAL REQUIRED EVERGREEN TREES (2 PER 50 LF OF BUFFERYARD)43 TOTAL PROVIDED43TOTAL REQUIRED ORNAMENTAL TREES (2 PER 50 LF OF BUFFERYARD)43 TOTAL PROVIDED43REQUIRED BUFFERYARD (NORTH)BUFFERYARD WIDTH25'TOTAL BUFFERYARD LENGTH795'TOTAL REQUIRED OVERSTORY TREES (1 PER 50 LF OF BUFFERYARD)16 TOTAL PROVIDED16TOTAL REQUIRED EVERGREEN TREES (2 PER 50 LF OF BUFFERYARD)32 TOTAL PROVIDED32TOTAL REQUIRED ORNAMENTAL TREES (2 PER 50 LF OF BUFFERYARD)32 TOTAL PROVIDED32REQUIRED BUFFERYARD (EAST)BUFFERYARD WIDTH25'TOTAL BUFFERYARD LENGTH (983' - 40' DRIVE LANES)943'TOTAL REQUIRED OVERSTORY TREES (1 PER 50 LF OF BUFFERYARD)19 TOTAL PROVIDED19TOTAL REQUIRED EVERGREEN TREES (2 PER 50 LF OF BUFFERYARD)38 TOTAL PROVIDED38TOTAL REQUIRED ORNAMENTAL TREES (2 PER 50 LF OF BUFFERYARD)38 TOTAL PROVIDED38SOD: 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)SEED: SEED TYPE TO BE "SUPER TURF II" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITHMECHANICAL DRILL TYPE SEEDER AT A RATE OF 10 LBS PER 1000 SF. SEEDING DATES, SITE PREPARATION, SEEDINGINSTALLATION, WATER REQUIREMENTS, MULCHING, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FORSEED TYPE.C-500LANDSCAPEPLANSEE SHEET C-501SEE SHEET C-502SEEDING AND MOWING NOTES:1.OPEN FIELD SOUTH OF PLAYGROUND AND WEST OF DRIVE (AS DELINEATED ONPLANS) MUST BE SEEDED FALL 2020 IDOT SEEDING WINDOW.2.CONTRACTOR IS RESPONSIBLE FOR WATERING THIS AREA AS NECESSARY UNTILSUBSTANTIAL COMPLETION. CONTRACTOR IS ALSO RESPONSIBLE FOR MOWINGBIWEEKLY, OVERSEEDING AS NECESSARY PER PROJECT SPECIFICATIONS, ANDFERTILIZING UNTIL DATE OF SUBSTANTIAL COMPLETION.3.LANDSCAPE INCLUDING SOD AND SEED MUST BE WATERED UNTIL SUBSTANTIALCOMPLETION.
REFREFFF=997.0015' SAN SEWER EASEMENT10' PUE10' PUE15' SAN SEWEREASEMENT25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERDD DDD DDETENTION EASEMENTDETENTION EASEMENTDD
W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"HYDHYDSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W 8"
W 8"
W 8"
W 8"W8"W8"W8"SWVC C C C C C C C C C C C C C C C C C C C C C C CCCWO1RO1BH2SW1AP2WO1GL2WP2NS4TT1HB1AP2BH3ER3LP1WK1SW2WK1PF3BO1LP1BO2WP3BO2WP2BH4WP1OB1OB1OB1OB1OB1OB1SH3SH6KC3HB7WO1RO1TT1SW1NP4FS36KF25SH2SH2FS13KF8GF20SB2PV6PV6SB2GF20SH1FS7PV6AW19LP1AP1OB1OB1OB2RO2LP1WO1LP1DF1NS3DF2NS3BH4WP4NS3BH1AP2ER3KC1SB2KC1AP3RO1SS1SW1NP2RO1BH3NS2SB3KC2SS1WK2SS1NP1NP2SB1BH4BH3AP2NP2PF3SB1WK2NP2ER1SS2PF2SB1WK1WK1SS1AH18RO1CO1WO1NP6CONTRACTOR SHALL SEED IN FALL2020 WINDOW WITHIN THIS LINE(SEE NOTES SHEET C-501)CONTRACTOR SHALL SEED IN FALL2020 WINDOW WITHIN THIS LINE(SEE NOTES SHEET C-500)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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C5 LANDSCAPE.DWG12/11/2019 8:54:46 AM
C-501LANDSCAPEPLANSEE SHEET C.502EDGINGEDGING
REF ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 125' SAN SEWEREASEMENT10' PUE25' LANDSCAPE
BUFFER25' LANDSCAPEBUFFER25' LANDSCAPEBUFFER100010001005101099699699799799899899999910011001100210021003100310041006100710081009101110121013101499510009969979989991001100210039959969
9
0 995100010059
8
9
9
9
1
9
9
2
9
9
3
9
9
4 9969979989991001100210031004100610071008995 1000
10059919929939949969979989991001100210031004 1006 1007 1008 1009995 1000994996996996 997997997 99899910011002995996997997
995995996996995996996GM DCO10' PUEW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"W6"HYDSSAN
8"
SAN
8"
SAN
8"
SAN
8"
SAN
8"SSANWVWVWVWVG
G
G
GGGGGCOW
8"
W
8"
W
8"
W
8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"
W 8"996SAN6"SAN6"HYD
COCCCCCCCCCCCWO1AP2NS1DF3BO2BH5DF2AP3TT2WO1LP1WO2TT1RO1WK1KC3CO2CO2SH3RO2LP1RO1SH1GL2BO1WO1RO4TT1SH1SH1SH1FS6FS4FS8GL1NS2WK2BH5RO2ER1PF1WP1WO1BO1PF2WO1WP3WK2NS3CO2WP6PF2WO1BO1SB1PF1BO1SB2AP4CO1WO1SB2WO1NS2TT2ER2NS1WP3WK1ER1WO1BO1WP2TT1ER1PF1BH3NS1PF2BO2PF1CO1AP2ER1NS6SB2CO3PF3ER1DF4NS1BH3PV6PV6PV6PV6PV6AW16AW17AW17AW17AW8CO2LP1WP2WP3WP2NP2SH1SB2NP1SS2WP3BH3SS2PF3AP2NP1SB2BH3SH3RO1WO1SS3WP1AP21SS2ER1PF1WO1SB2SB2WK1NP2SS1ER2SS1PF3NP1SB2SB2RO1SW3BO1CO1SW1BO1DRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170538\DWG\C5 LANDSCAPE.DWG12/11/2019 8:54:50 AM
C-502LANDSCAPEPLANSEE SHEET C.501PLAYGROUNDSEE SHEET C-202FOR SURFACINGEDGINGEDGINGEDGING
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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETM:\LAND PROJECTS 2017\170538\DWG\C6 DETAILS.DWG12/11/2019 8:54:54 AM
C-601SITE DETAILS3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILL8" P.C.C.3"4.5"6"8"R 1"R 2"COMPACTEDBACKFILL24"NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN8" PCC#5 BARS 24" O/CBOTH WAYSNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN2. ALL REINFORCEMENT SHALL BE EPOXY COATED.12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)7" P.C.C.3"4.5"6"7"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"6" P.C.C.3"4.5"6"6"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"123Locate 'DW' joint at a mid-panel location between future'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or'CD' joint.Place bars within the limits shown under dowelassemblies.'RT' joint may be used in lieu of 'DW' joint at the end ofthe days work. Remove any pavement damaged due tothe drilling at no additional cost to the ContractingAuthority.4Saw 'C' joint to a depth of T/3.65Bar 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.)TYPE 1 PAVEMENT SECTIONSCALE NONE1C-601TYPE 2 PAVEMENT SECTIONSCALE NONE2C-601TYPE 3 PAVEMENT SECTIONSCALE NONE3C-601TYPE 4 PAVEMENT SECTIONSCALE NONE4C-601JOINTING DETAILSSCALE NONE16C-601BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE7C-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 NONE15C-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 NONE8C-60112"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"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& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTION8' LONG #4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALL BEEPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE5C-6015"NYLOPLAST 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 NONE22C-601TRANSFORMER PAD MOAT DETAILNOT TO SCALE19C-601CONTRACTOR 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 PLAN18" MIN STORM OR SANITARY SEWERWATER MAINLOCATED ONE FULL LENGTH OF PIPESO BOTH JOINTS ARE AS FAR ASPOSSIBLE FROM THE WATER MAINWATER MAIN & STORM OR SANITARYSEWER CROSSING DETAILSCALE NONE21C-601NOTES: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 MAIN5" OR 6" - SEE PLANMATERIAL TO MATCHLANDSCAPE PLANSLOPESLOPE5"5"COMPACTED SUBGRADE:2-6" LIFTS TO 95% STDDENSITY (TOP LIFT SHOWN)H.M.A. PLAYGROUNDPAVEMENT8" X 16" PCCBEAM CURBREINFORCEMENT:#4 LONG. BARS  VERT. BARS24" O.C.5"14"PCC WALKTHICKENEDWALK EDGEREINFORCEMENT:#4 LONG. BARS  VERT. BARS 24" O.C.12"24"ROCK BASEIOWA DOT SPEC 41236"5"5"H.M.A. PLAYGROUNDPAVEMENTROCK BASEIOWA DOT SPEC 4123REINFORCEMENT:#4 LONG. BARS  VERT. U BARS 24" O.C.4' BLACK VINYL FENCE MEASUREDFROM TOP OF CURB)-POSTS IN CENTER OF BEAM CURB-FENCE FABRIC ON PLAYGROUNDSIDE OF POSTS18"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 MANUFACTURERRECOMMENDATIONS5"14"PCC WALKTHICKENEDWALK EDGEREINFORCEMENT:#4 LONG. BARS  VERT. BARS24" O.C.12"24"SLOPE5"5"H.M.A. PLAYGROUNDPAVEMENTGRASS FIELD SLOPINGAWAY FROM FENCE(SEE GRADING PLAN)GRASS FIELD SLOPINGAWAY FROM FENCE(SEE GRADING PLAN)SLOPE1" FOAM AROUND FENCE POSTSEAL FOAM W/ GRAY MASTICJOINT SEALANTFENCE POST FOOTING:-TOP OF FOOTING SHALL BE19" BELOW TOP OF CURB-DEPTH PER MANUFACTURERRECOMMENDATIONS18"W X 16"H PCCBEAM CURBNOTE: WORK SHALL BE PERFORMEDBY THE CONTRACTOR UNLESSNOTED OTHERWISESECTION G-G DETAILSCALE NONE14C-601PLAYGROUND SECTION A-ASCALE NONE9C-601PLAYGROUND SECTION B-BSCALE NONE10C-6018"PLAYGROUND SURFACINGTO BE INSTALLED BY OWNERPLAYGROUND SECTION C-CSCALE NONE11C-601PLAYGROUND SECTION E-ESCALE NONE13C-601PLAYGROUND SECTION D-DSCALE NONE12C-601ROCK BASEIOWA DOT SPEC 41236" PCC TRAILEXISTING CURB& GUTTER4% SLOPE1.5%RIGHT OF WAY & SIDEWALK GRADING DETAILSCALE NONE17C-6014% SLOPEVARIES10'1'PROPERTY LINE6"COMPACTED SUBGRADE:2-6" LIFTS TO 95% STDDENSITY (TOP LIFT SHOWN)1" FOAM AROUND FENCE POSTSEAL FOAM W/ GRAY MASTICJOINT SEALANT2" MIN
10" MINSUBDRAIN ORSLOTTED N-12 (SEEUTILITY PLAN)ENGINEERINGFABRICSLOPE2" MIN
10" MINSUBDRAIN ORSLOTTED N-12 (SEEUTILITY PLAN)ENGINEERINGFABRIC3/4" CLEANLIMESTONE3/4" CLEANLIMESTONE5" PCC SIDEWALKEDGE OF WALKGRASS/LANDSCAPING8" WIDE 11" TALL BEAM CURBW/ 2 - #4 BARSBEAM CURB SHALL BESEPARATE POUR1/2" EXPANSION JOINT5" PCC TURNED DOWN WALK(SEE OTHER DETAILS)1/2" EXPANSION JOINTPARKING LOT PAVEMENT(SEE OTHER DETAILS)1/2" EXPANSION JOINT1/2" DIA1/2" DIACITY OF WAUKEE FLARED END SECTION DETAILSCALE NONE20C-601SLOPE DOWNSLOPE DOWNBBAAPLAN VIEWVARIES5" PCC WALKCONCRETE BEAMCURB BEYONDSECTION VIEW B-BPARKING LOT PAVEMENT(SEPERATE POUR FROM WALK)5" PCC WALKSECTION VIEW A-A6"VARIES, SEE PLANSEALED 1"EXPANSION JOINTVARIES, SEE PLANVARIES, SEE PLANVARIESVARIESNOTES:1. SIDEWALK CROSS SLOPE SHALL BE 1.5% DESIGN, 2% MAX2. RAMP RUNNING SLOPE SHALL BE 6.25% DESIGN, 8.33% MAXRAMP WITH BEAM CURB DETAILSCALE NONE18C-601BEAM CURB (SEPERATEPOUR FROM WALK)GRASS SLOPE@ 2% MIN18"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 MANUFACTURERRECOMMENDATIONS1" FOAM AROUND FENCE POSTSEAL FOAM W/ GRAY MASTICJOINT SEALANTPLAYGROUND SECTION F-FSCALE NONE23C-6015"5"COMPACTED SUBGRADE:2-6" LIFTS TO 95% STDDENSITY (TOP LIFT SHOWN)H.M.A. PLAYGROUNDPAVEMENTROCK BASEIOWA DOT SPEC 41236"PLAYGROUND SURFACINGTO BE INSTALLED BY OWNER8"8"PLAYGROUND SURFACINGTO BE INSTALLED BY OWNER8"PLAYGROUND SURFACINGTO BE INSTALLED BY OWNER
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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETM:\LAND PROJECTS 2017\170538\DWG\C6 DETAILS.DWG12/11/2019 8:54:55 AM
C-602SITE DETAILSSLOPECURB & 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 NONE2C-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 NONE3C-602PVC & N-12 PIPE BEDDINGSCALE NONE1C-602STORM CLEANOUT DETAILSCALE NONE4C-602NOTE: FOR SUBDRAIN OUTLETS INTONYLOPLAST BASINS, STRUCTURE SHALL BEFABRICATED WITH HOLE FOR SUBDRAINdNOTE: RESTRICTOR PLATE SHALL BE INSTALLED SUCH THATNO PIPES, OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTEDDETENTION BASIN RESTRICTION PLATE DETAILSCALE NONE5C-602MANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERENTIRE OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" STAINLESS STEELEXPANSION BOLTSOUTLET PIPE(BEHIND PLATE)DETENTION BASINSTRUCTURE #PLATE DISTANCE (IN)WEST2119.2EAST133.40" TO 6"CITY OF WAUKEE HYDRANT DETAILSCALE NONE6C-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 NONE7C-602WABASH VALLEYBL101N 36" BIKE RACKOR APPROVED EQUALSIDEWALKSEE OTHER DETAILSGREASE INTERCEPTORACCESS LID, TYP1.5' MIN5" PCCAPPROXIMATE LIMITS OFGREASE INTERCEPTOR(BELOW)1'1'1.5' MIN5' MIN
1.5' MIN
1.5' MINGREASE INTERCEPTOR PAD DETAILSCALE NONE8C-602NOTES:1.INSTALL 12" SUBGRADE PREPARATION UNDER PAD2.SLOPE PAD 1.5% AWAY FROM BUILDING, MATCHGREASE INTERCEPTOR ACCESS LID ELEVATIONS
REFREFUP ELEMENTARYSCHOOL #10MAX HEIGHT = 27'-10"101,417 SFFF=997.00LOT 1829623 SF19.05 ACGM
DD DDD DDDD
W8"W8"W8"W8"W8"W6"W8"W8"W8"W8"W8"W8"HYD
HYDHYDS
SAN
8"SSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SSAN8"WVWVWVWVG
G
G
G
G
G
G
G
G
GW
8"W 8"
W 8"
W 8"SWVHYD
C C C C C C
CCC4245444341403938373635151617182728293031323334ASHWORTH ROADSERENITY DR
AUGUSTA CTAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCESFS
FSFS
F SFS
F
SFS
FSFS
F
SFS
F SFS
FSFS
F
SFS
F
SFS
F SFS
F SFS
F
SFS
F SFS
F SFS
F SFS
F
SFS
F SFS
F SFS
F INLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSFS
F
SFS
F 3,900 SY SUDASTYPE 2.D RECP620 SY SUDASTYPE 2.D RECP210' LONG 10' WIDEFLEXAMAT IN CHANNELSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFS
F
SF SF
SF
SF
SF
SF
SF
SFSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSF
ROCK CONSTRUCTIONENTRANCEPOSSIBLE ROCK STAGING & PARKINGAREA W/ TEMPORARY RESTROOMFACILITIES & DUMPSTERPOSSIBLE TOPSOILSTOCKPILE LOCATIONPOSSIBLE CONCRETEWASHOUT LOCATIONSEE SHEET C-300 FORTEMPORARY SEDIMENTBASIN GRADING & THISSHEET FOR STANDPIPEDETAILSEE SHEET C-300 FORTEMPORARY SEDIMENTBASIN GRADING & THISSHEET FOR STANDPIPEDETAILSFSFSFSFSF
SF SF
20'50'SITE DISCHARGELOCATION±1,000FT TO ANUNNAMED TRIBUTARYOF SUGAR CREEKSFS
F 2.8%2.8%2.0%2.2%7.3%6.9%3.6%2.0%
5.2%3.0%2.9%
3.
9%6.6%4.7%2.6%2.4%5:1
5:1
10:1
5:15:18:14:14:14:14:14:1
4:1
4:1 6:14:14:1DRAWING 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
ELEMENTARY SCHOOL #10
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018QAUGUST 20198/6/19 - 1ST CITY SET8/27/19 - 2ND CITY SET9/10/19 - 3RD CITY SETGRAPHIC SCALE0502550100STORM WATER POLLUTION PREVENTION PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call bef
or
e y
ou dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.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 DITCHINSTALLATION(SECTION VIEW)(PROFILE VIEW)INLET5'-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 APPLICABLENOTES: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' MIN(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGM:\LAND PROJECTS 2017\170538\DWG\C7 SWPPP.DWG12/11/2019 8:55:07 AM
C-701SWPPPEROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONALDETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDEDIN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS ASNECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THECONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITHSAID 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. 2DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSEDOF PER ALL FEDERAL, STATE AND 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 WILLNEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET ANDNARRATIVE 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 AREASSHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES.14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASEOIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE ANDEQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS 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 RESPONSIBLEFOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLETPROTECTION, AND TEMPORARY STANDPIPES.EROSION CONTROL QUANTITIES:DISTURBED AREA19 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE2,630 LFINLET PROTECTION22 EAPERMANENT SOD100,000 SFPERMANENT SEEDING10.5 ACSUDAS TYPE 2.D RECP 4340 SYFLEXAMAT2500 SFCONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EATEMPORARY SEEDING (SUDAS TYPE 4)NONE ANTICIPATED*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, AND REMOVAL REQUIREMENTS.BASIN BOTTOM ELEVATION = 981.00WET SEDIMENT STORAGE ELEVATION = 984.35DRY SEDIMENT STORAGE ELEVATION = 986.00TOP 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 7, 1.5" HOLES AT ELEVATION = 984.35DRILL 6, 1.5" HOLES AT ELEVATION = 985.35HOLES SHALL BE EVENLY SPACED AROUND RISER30" CMP RISER, SEE DETAIL A36" RCP BARRELWEST SEDIMENT BASIN STANDPIPE DETAILSCALE NONE4C-601OVERTOPPING ELEVATION = 991.50BASIN BOTTOM18" MINEMBED RISER 12" MINCONCRETE BASE1'-0"30"1'-0"DISCHARGE PIPE BARREL3"DETAIL AINSTALL CONCRETE COLLARCONNECTION BETWEEN 36" RCP& 30" CMP TEEFL=983.00INSTALL CONCRETE COLLARCONNECTION BETWEENDISCHARGE BARREL & CMP TEEUSE CONCRETE SAWTO CUT MAT TOEXACT SIZE & SHAPECONSTRUCTION NOTES:1.GRADE OUTFALL AREA SO THAT WATER WILL FLOW DOWN THE CENTER OF THECHANNEL AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACESPREPARED FOR PLACEMENT OF FLEXAMAT SHALL BE SMOOTH AND FREE OF ALLROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. THEPREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATSWITH NO SHARP OR ABRUPT BREAKS IN THE GRADE.2.APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TO FLEXAMAT INSTALLATION.USE SEED PER PROJECT SPECIFICATIONS.3.PRIOR TO INSTALLING HEADWALL, ANCHOR TRENCH INITIAL LEADING EDGE OF MAT 18",FILL AND COMPACT ANCHOR TRENCH. INSTALL HEADWALL OVER MAT.4.INSTALL FLEXAMAT ROLLS. AVAILABLE WIDTHS ARE 5.5' 8', 10', 12', & 16' AVAILABLE INCUSTOM LENGTHS. A CONCRETE SAW SHALL BE USED TO CUT THE MAT TO EXACT SIZEAND SHAPE.FLEXAMAT AT FES OUTLET DETAILSCALE NONE6C-7016" min.6" min.(12" min. anchor spacing)2" min.3"(4'-0" min. anchor spacing)(18" min. anchor spacing)Edge LapAnchor TrenchEnd Splice1Edge LapCompacted SoilBackfillSecure blanket to ground according tomanufacturer's recommended anchoringpattern and with a minimum anchors of1.5/sq.yd1ANCHOR TRENCHEDGE LAPEND SPLICEROLLED EROSION CONTROL PRODUCTINSTALLATION DETAILSCALE NONE5C-701SILT FENCE DETAILSCALE NONE1C-701INLET PROTECTION DETAILSCALE NONE2C-701CONCRETE WASH-OUT BAG DETAILSCALE NONE3C-701BASIN BOTTOM ELEVATION = 975.00WET SEDIMENT STORAGE ELEVATION = 979.00DRY SEDIMENT STORAGE ELEVATION = 980.60TOP 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 6, 1.5" HOLES AT ELEVATION = 979.00DRILL 6, 1.5" HOLES AT ELEVATION = 980.00HOLES SHALL BE EVENLY SPACED AROUND RISER54" CMP RISER, SEE DETAIL A48" RCP BARRELEAST SEDIMENT BASIN STANDPIPE DETAILSCALE NONE5C-601OVERTOPPING ELEVATION = 983.00BASIN BOTTOM18" MINEMBED RISER 12" MINCONCRETE BASE1'-0"54"1'-0"DISCHARGE PIPE BARREL3"DETAIL AINSTALL CONCRETE COLLARCONNECTION BETWEEN 48" RCP& 54" CMP TEEFL=977.00INSTALL CONCRETE COLLARCONNECTION BETWEENDISCHARGE BARREL & CMP TEE
SOUTH ELEVATION
Aluminum Curtainwall Framing
Metal Panel System BMetal Gates at Trash Enclosure
Brick - 65.7%
BR-5 Metal Panel A - 17.8%
Glazing - 15%
ACM Metal Panel B - 1.3%
Cast Stone - .2%
EAST ELEVATIONCast Stone
Brick - 46.1%
Glazing - 27.4%
BR-5 Metal Panel A - 18.4%
ACM Metal Panel B - 7.8%
Cast Stone - .2%
Phenolic Panel - .1%
WEST ELEVATION
Cooling Tower & ScreenTranslucent Wall Panel System, Typical
Wood Grain Phenolic Wall Panels, TypicalMetal Panel Screen at Kitchen Rooftop Equipment
Brick - 47.3%
BR-5 Metal Panel A - 29.5%
Glazing - 18.1%
Phenolic Panel - 2.9%
ACM Metal Panel B - 1.7%
Cast Stone - .5%
NORTH ELEVATION
Metal Panel Screen at Kitchen Rooftop Equipment
Cooling Tower
& Screen
Aluminum
Storefront Framing
Brick - 55.6%
BR-5 Metal Panel A - 35.9%
Glazing - 8.5%
SOUTH ELEVATION
Brick - 64.4%
BR-5 Metal Panel A - 28.4%
Glazing - 13.1%
NORTH ELEVATION
Building Beyond
Brick - 46.3%
BR-5 Metal Panel A - 30.5%
Glazing - 21.1%
ACM Metal Panel B - 1.5%
Cast Stone - .4%
Phenolic Panel - .2%
EAST ELEVATION
Brick - 100%
NORTH ELEVATION
Brick - 64.6%
BR-5 Metal Panel A - 17.4%
Glazing - 16.2%
ACM Metal Panel B - 1.6%
Cast Stone - .2%
SOUTH ELEVATION
Brick - 55.6%
BR-5 Metal Panel A - 32.9%
Glazing - 11.5%
frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT
ELEMENTARY #10
WAUKEE, IOWA
SCALE:NTS
NORTH
KEY PLAN
Metal Panel System B
Metal Panel System A
Facebrick, Typical
Aluminum Window Unit, Typical
Metal Panel System A
Aluminum
Sunshade, Typical