HomeMy WebLinkAbout2020-05-04-J05 Eason Elementary Addition_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 4, 2020
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Eason
Elementary School Addition and Renovation
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The Waukee Community School District is
requesting approval of a site plan to construct an addition to an existing
school facility generally located north of University Avenue and east of
SE Boone Drive, containing approximately 11.87 acres. The project
includes a 9,900 square foot building addition at the northeast side of the
building and renovation of the parking lot and pavement areas along the
south and east sides of the site. The applicant will also install a right turn
lane off of SE Boone Drive.
The applicant has provided elevations for the proposed building addition
on the site, which meets the intent of the architectural guidelines within
the Site Plan Ordinance and matches the materials on the existing
building.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on April 28, 2020,
and recommended approval:
Approval of a Site Plan for Eason Elementary School Addition & Renovation (605 SE
Boone Drive)
Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted
by the applicant, Waukee Community School District. The subject property is located north of SE
University Avenue and east of SE Boone Drive, containing approximately 11.87 acres.
Mrs. DeBoer advised that the project includes the construction of a 9,900 square foot addition to
the northeast side of the existing building. A renovation of the parking lot and pavement areas
will allow for a longer queuing lane, and a right turn lane off of SE Boone Drive. Utilities are
available on site and storm water management is being provided with a detention basin loc ated at
the northeast corner of the site. All parking, landscape, open space, lighting, and elevation
ordinance requirements have been satisfied.
At this time staff would recommend approval of the site plan, subject to any remaining staff
comments.
J5
Commissioner Streit questioned if the additional queuing spaces would provide any real
relief to the area. Joel Jackson, a representative for the applicant, advised that this
renovation would extend the queuing space significantly, exceeding the currently exist ing
schools of the district. This should improve the traffic congestion at peak times.
Commissioner Inman questioned if the additional pavement work would affect storm
water management. Mr. Jackson advised that the current detention pond was undersized
for the project, and as part of the proposed updates, the detention basin would be
improved to hold water to the 100 year mark, an increase to what it currently holds.
Commissioner Hoifeldt moved to approve a site plan for Eason Elementary School Addition &
Renovation (605 SE Boone Drive), subject to any remaining staff comments. Commissioner
Inman seconded the motion. Ayes: Broderick, Conley, Streit, Koshy, Inman, and Hoifeldt. Nays:
None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2020-
APPROVING THE SITE PLAN FOR EASON ELEMENTARY SCHOOL ADDITION &
RENOVATION (605 SE BOONE DRIVE)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Eason Elementary School Addition & Renovation, subject to remaining staff
comments on April 28, 2020; AND,
WHEREAS, the Site Plan for Eason Elementary School Addition & Renovation is in general
conformance with §160 – Site and Building Development Standards Ordinance of the Waukee
Municipal Code; AND,
WHEREAS, the Site Plan for Eason Elementary School Addition & Renovation is in general
conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal
Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 4th day of May, 2020 that the Site Plan for Eason Elementary School Addition & Renovation
is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Eason Elementary School Addition
and Renovation – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: April 23, 2020
MEETING DATE: April 28, 2020
GENERAL INFORMATION
Owner/Applicant: Waukee Community School District
Engineer: Joel Jackson, P.E., Bishop Engineering
Request: The applicant is requesting approval of a site plan
to construct an addition to an existing school
facility.
Location and Size: Property is generally located north of University
Avenue and east of SE Boone Drive, containing
approximately 11.87 acres.
Address: 605 SE Boone Drive
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
April 23, 2020
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Eason Elementary School Institutional A-1 (Agricultural
District)
North Residential / City of Clive N/A – City of Clive N/A – City of Clive
South Single Family Residential Single Family Residential R-1 (Single Family
Residential)
East Single Family Residential Single Family Residential R-5 (Planned Unit
Development District)
West Single Family Residential Single Family Residential R-1 (Single Family
Residential)
HISTORY
The existing school building located on site was built in 1994. Since then, there have been parking lot and
playground improvements made to the site.
PROJECT DESCRIPTION
The project includes a 9,900 square foot building addition at the northeast side of the building and renovation
of the parking lot and pavement areas along the south and east sides of the site. In addition, the applicant will
install a right turn lane off of SE Boone Drive.
ACCESS AND PARKING
The primary access to the site for parent pick-up and drop-off is the most south access off of SE Boone Drive.
There are two other access points off of SE Boone Drive intended for staff.
The Zoning Ordinance requires 123 parking spaces for the elementary school. The site plan indicates 133
parking spaces across the site, including seven (7) accessible parking spaces.
Pedestrian walkways will be installed around the building and throughout the site.
UTILITIES
Utilities already exist on site to serve the building and the proposed addition. Storm water management is
being provided with a detention basin located at the northeast corner of the site.
LANDSCAPING & OPEN SPACE
A total of 20% open space is required for this site. The site plan indicates that 54.5% open space will be
provided. A 30-foot landscape buffer will be provided on the east side of the property to provide screening
for the residential properties to the east.
ELEVATIONS
The elevations of the building addition are proposed to be constructed of brick to match the existing building.
April 23, 2020
3 of 3
LIGHTING PLAN
The lighting plan for the site complies with all requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
The proposed site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval subject to remaining staff comments.
6VICINITY MAPNOT TO SCALEDRAWING 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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020L:\LAND PROJECTS 2020\200104\DWG\C0 COVER.DWG EASON ELEMENTARY SCHOOLADDITION AND RENOVATION SITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.COPYRIGHT 2020 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARD 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED AS NOTEDSECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVUTILITY 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 LOCATIONS ONLY.BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THEDUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IFANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TOIOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTF/OSHEET INDEX:C-001COVER SHEETC-101DEMO PLANC-201LAYOUT PLANC-301GRADING PLANC-401UTILITY PLANC-501LANDSCAPE PLANC-601DETAILS SHEETC-701SWPPPC-801 - C-802 PUBLIC IMPROVEMENT PLANGENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITIONS OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS. THE CITY OF WAUKEE ENGINEERING DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORKAND PRIOR TO ANY WEEKEND OR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE ENGINEERING DEPARTMENT 1 WEEK PRIOR TOANY 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 THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.6.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.7.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.8.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.9.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.10.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.11.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.12.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.13.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.14.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.15.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.16.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SODED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVEBEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL STORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS ANDVIDEOS SHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.17.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.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 CONTRACTORCONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN ANEXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARY SEWERCROSSES OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10 FEET APART. ALLO-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. NOTIFYBISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.SECURITY NOTES:1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE.2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. SEE PHASING PLAN FORAPPROXIMATE LOCATIONS OF TEMPORARY FENCES.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 COORDINATIONWITH 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.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' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.5.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.SOILS REPORT:1.REFERENCE PROJECT SOILS REPORT FOR ADDITIONAL SOILS INFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTINGDESIGN, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERN OVER PAVEMENTTHICKNESS 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 SITE EARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS.TILE NOTES:1.ACTIVE EXISTING TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWERTO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH AN INSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE.2.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50 FEET OF THE TILE.3.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FARM TILES TO BISHOP ENGINEERING WITH BOTH ELEVATIONS AND STATE PLANE COORDINATES.STORM TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE ALL 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 JOEL JACKSON (515-276-0467) FOR A COPYOF 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.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.REQUIRED AS-BUILTS:THE OWNER SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL STORM SEWER, RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS.CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (JOEL JACKSON AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEENCONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.SPECIFICATIONS NOTES:1.ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS.2.FOR ANY DISCROPANCIES BETWEEN THE PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATION SHALLGOVERN UNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER ISNOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENTFOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.C-001COVER SHEETPROPERTY DESCRIPTION:A PARCEL OF LAND IN THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36,TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., AND A PORTION OF OUTLOT D, IN COUNTRYCLUB WEST PLAT 1, AN OFFICIAL PLAT, ALL IN WAUKEE, DALLAS COUNTY, IOWA, IS DESCRIBED ASFOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF OUTLOT D IN SAID COUNTRY CLUB WESTPLAT 1; SAID POINT ALSO BEING THE SOUTHWEST CORNER OF COUNTRY CLUB WEST PLAT 10, ANOFFICIAL PLAT; THENCE N47°00'34"E ALONG THE SOUTHERN BOUNDARY OF SAID COUNTRY CLUBWEST PLAT 10, A DISTANCE OF 515.00 FEET; THENCE N89°55'55"E ALONG THE SOUTHERN BOUNDARYOF SAID COUNTRY CLUB WEST PLAT 10, A DISTANCE OF 468.40 FEET; THENCE S07°00'25"W ALONG THESOUTHERN BOUNDARY OF SAID COUNTRY CLUB WEST PLAT 10 AND ALONG THE WEST LINE OF LOTS14 AND 13 IN COUNTRY CLUB WOODS PLAT 3, AN OFFICIAL PLAT, A DISTANCE OF 354.11 TO THENORTHWEST CORNER OF LOT 1 IN COUNTRY CLUB WOODS PLAT 4; THENCE S07°01'55"W ALONG THEWEST LINE OF LOTS 1 THROUGH 6 INCLUSIVE, IN SAID COUNTRY CLUB WOODS PLAT 4, A DISTANCE OF679.71 FEET TO THE NORTHEAST CORNER OF LOT 7 IN SAID COUNTRY CLUB WOODS PLAT 4; THENCEN89°39'28"W ALONG THE NORTH LINE OF LOTS 7 AND 9 IN SAID COUNTRY CLUB WOODS PLAT 4 ANDALONG THE NORTH LINE OF COUNTRY CLUB WOODS PLAT 5, AN OFFICIAL PLAT, A DISTANCE OF 729.88FEET TO THE EAST RIGHT OF WAY LINE O FNW 156TH STREET( SE BOONE DRIVE) AS IT IS PRESENTLYESTABLISHED; THENCE N00°21'25"E ALONG THE EAST RIGHT OF WAY LINE OF SAID 156TH STREET, ADISTANCE OF 669.99 FEET; THENCE N89°58'53"E, A DISTANCE OF 7.00 FEET TO THE POINT OFBEGINNING.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OF RECORD.ADDRESS:605 SE BOONE DRIVEWAUKEE, IOWA 50263OWNER / PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTATTN: SEAN DEVLIN560 SE UNIVERSITY AVEWAUKEE, IA 50263PH: (515)-493-8407ARCHITECT:FREVERT-RAMSEY-KOBES ARCHITECTS + ENGINEERSATTN:ANDREW REICH2600 WESTOWN PARKWAY, SUITE 340WEST DES MOINES, IA 50266PH: (515) 223-5100ENGINEER:BISHOP ENGINEERINGATTN: JOEL JACKSON3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467SITE AREA:17.00 ACRESZONING:A-1AGRICULTURAL DISTRICTBUILDING SETBACKS FRONT = 75 FEET SIDE = TOTAL SIDE YARD 50 FEET; MINIMUM ONE SIDE 20 FEET REAR= 50 FEETPARKING REQUIREMENTS:DAYTIME PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE + 1 SPACE PER CLASS ROOMEVENING PARKING REQUIREMENTS: 1 SPACE PER 4 SEATS IN GYMNASIUMS & AUDITORIUMSDAYTIME PARKING REQUIRED = 85 + 38 = 123 STALLSEVENING PARKING REQUIRED = 400/4 = 100 STALLSPARKING PROVIDED = 133 STALLS (INCL 7 HC STALLS)OPEN SPACE / IMPERVIOUS SURFACE:TOTAL SITE AREA = 517,227 SF = 11.87 ACRESEXISTING OPEN SPACE = 335,257 SF (64.8%)EXISTING IMPERVIOUS = 181,970 SF (35.2%)PROPOSED OPEN SPACE = 282,076 SF (54.5%)PROPOSED IMPERVIOUS = 235,151 SF (45.5%)BENCHMARK:CITY OF WAUKEE BENCHMARK#29LOCATED AT THE SW CORNER OF WILDWOODDRIVE AND NW 149TH STREETELEV=980.75CITY OF WAUKEE BENCHMARK# 30LOCATED SOUTH OF HAWTHORN DRIVE IN CENTER OF MEDIAN OF NW 156TH STREETELEV=1014.674/21/2020 3:45:41 PM SCHEDULE ESTIMATE:BUILDING ADDITION BEGIN CONSTRUCTION - JUNE 1, 2020 COMPLETE CONSTRUCTION - AUG 31, 2021PARKING ADDITION BEGIN CONSTRUCTION - JUNE 1, 2021 COMPLETE CONSTRUCTION - AUG 31, 2021
EX INTAKERIM=1012.99FL(E)=1010.24FL(NE)=1009.54FL(N)=1009.49EX INTAKERIM=1012.68FL(W)=1011.05EX INTAKERIM=1010.75FL(N)=1006.05SEX SAN MHRIM=1012.93INV(SW)=999.09INV(NE)=998.84EX INTAKERIM=997.40FL(SW)=992.60FL(N)=992.50W/ 10" DIA.RESTRICTOR PLATEEX INTAKERIM=1009.54FL(N)=1006.24EX INTAKERIM=993.30FILLED WITH WATERAND SILTIE=986.47TBM: ARROWON HYDRANTELEV=1015.33HYDGVWVWVW
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SAWCUT & REMOVE EX.CONCRETE PAVEMENTSALVAGE EX. PLAYGROUND EQUIPMENTAND REMOVE MULCH PLAY AREA(COORD. RELOCATION W/ OWNER)SAWCUT & REMOVE EX.ASPHALT PAVEMENTREMOVE EX.BIKE RACKSSAWCUT & REMOVE EX.CONCRETE PAVEMENTSALVAGE EX. BENCHES(COORD. RELOCATION W/ OWNER)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX. SIGNREMOVE EX.TREE, TYP.RELOCATE EX. HYD. ASSEMBLY(REF. UTILITY PLAN, C-401)REMOVE EX. ASPHALT PAVEMENTREMOVE EX. ASPHALT PAVEMENTREMOVE EX. ASPHALT PAVEMENTREMOVE EX. CONC.CURB & GUTTER, TYP.REMOVE EX. CONC.CURB & GUTTER, TYP.SAWCUT & REMOVE EX.CONCRETE PAVEMENTSAWCUT & REMOVE EX.ASPHALT PAVEMENTSAWCUT & REMOVE EX.ASPHALT PAVEMENTREMOVE EX.TREE, TYP.BEGIN REMOVAL ADJACENTEX. CONC. CURB & GUTTERSAWCUT & REMOVE EX.CONC. PAVEMENT & CURBREMOVE EX.PAINT STRIPESBEGIN REMOVALADJACENT EX. CONC.CURB & GUTTERREMOVE EX. CONC.CURB & GUTTER, TYP.16'SAWCUT & REMOVEEX. CONC. RAMP10.5'FROMB/CREMOVE & REPLACEEX. SIGNS AS NEEDEDREMOVE & REPLACEEX. SIGN AS NEEDEDCUT EX. 8" WATER MAIN(REROUTE PER C-401)ABANDON /REMOVE EX. 8"WATER MAIN TO NORTHTO EX. 12" WATER MAIN, PER CITY SPECIFICATIONSREMOVE EX. FDC(REF. PLUMBING)REMOVE EX. 8"WATER MAIN & VALVEREMOVE EX. 8" WATERMAIN TO 8" VALVECUT EX. 8"SANITARY LINEREMOVE EX. 8" SANITARYLINE TO BUILDING(PER CITY SPECS)REMOVE EX.SANITARY MHREMOVE EX. 6"SANITARY SERVICEREMOVE EX. SANITARYCLEANOUT & 4" LINE(REROUTE PER SHEET C-401)REMOVE EX. LIGHT POLE(COORD. W/ ELEC PLANS)REMOVE EX. HYDRANTASSEMBLY & 6" SERVICETO 8" WATER MAINREMOVE EX. 4" SANITARYLINE TO CLEANOUT(REROUTE PER SHEET C-401)RECONNECT EX. 4" LINE TOPROPOSED LINE PER SHEET C-401REF. PUBLIC IMPROVEMENT PLANFOR WORK WITHIN R.O.W.DEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH 4'ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200104\DWG\C1 DEMO.DWG
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DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200104\DWG\C2 LAYOUT.DWG
C-201LAYOUT PLAN4/21/2020 3:46:56 PM TRAFFIC SIGN NOTES:1.THESE NOTES SHALL APPLY ONLY TO TRAFFIC & DIRECTIONAL SIGNS. FORHANDICAP PARKING SIGNS SEE DETAIL PROVIDED ON SHEET C-601. 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"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.
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p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
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4"SAN4"EX. GREASEINTERCEPTORCONNECTIONINV=1008.50 (PER PLAN)EX. (2)-2,500 GALLONGREASE INTERCEPTORS[]F/O1022 1021 1019 UTILITY 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.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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200104\DWG\C4 UTILITY.DWG
C-401UTILITY PLAN4/21/2020 3:48:16 PM
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BK. 799 PG. 581
30' WATER MAIN, GAS
MAIN & BIKE PATH
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BK. 799 PG. 581
20' WATER MAIN
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BK. 760 PG. 510
30' SANITARY SEWER
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SH1SH1SH1AH1AH1ER2RO2PE3BH5TH3SB4RO2NS4WO1CO2SS2SB1BH2SS1DF3ER2NS1SH3WO1CO1SS1ER3RO2NS3TH2PE3SS1SS2RO1BH5WO2ER1SS3PE1CO2DF3AH1AH1LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBANSTANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWNON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTERACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES TO A DEPTH OF 4 INCHES, UNLESSNOTED.8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.9.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.11.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE030153060DO 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 TREEPLANTING SCHEDULEGENERAL LANDSCAPE REQUIREMENTSBUFFERYARD REQUIREMENTSTOTAL LENGTH OF REQUIRED BUFFERYARD679 LFREQUIRED OVERSTORY TREES (2 / 50 LF)28 TOTAL EXISTING TO REMAIN2 TOTAL PROPOSED26REQUIRED EVERGREEN TREES (3 / 50 LF)41 TOTAL EXISTING TO REMAIN15 TOTAL PROPOSED 26REQUIRED ORNAMENTAL TREES (2 / 50 LF)28 TOTAL PROPOSED28INTERIOR PARKING LOT REQUIREMENTSEACH ISLAND REQUIRED TO HAVE ONE OVERSTORY OR ONE ORNAMENTAL WITH AMINIMUM OF 50% BEING OVERSTORYTOTAL LANDSCAPE ISLANDS IN PROPOSED PARKING AREA7TOTAL PROPOSED OVERSTORY TREES7L:\LAND PROJECTS 2020\200104\DWG\C5 LANDSCAPE.DWG
C-501LANDSCAPE PLAN4/21/2020 3:48:56 PM SEED: MIX TO BE "TUFF TURF TALL FESCUE BLEND" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 10 LBS PER 1,000 SF.HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BE APPLIED AT A RATE OF 2,500 LBS PER ACRE.ALL SEEDING SHALL BE INSTALLED PER SEED SUPPLIER'S RECOMMENDATION FOR ESTABLISHMENT.SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)
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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020L:\LAND PROJECTS 2020\200104\DWG\C6 DETAILS.DWG
C-601DETAILS SHEET4/21/2020 3:49:26 PM SIDEWALK DETAILSCALE NONE3C-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 SLOPE123Locate '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.)JOINTING DETAILSSCALE NONE9C-601BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE4C-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 NONE5C-6015"48"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 AROUNDBOLLARD SEAL FOAMW/ GRAY MASTICJOINT SEALANT6"BOLLARD W/ PARKING SIGN DETAILSCALE NONE6C-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 NONE7C-6015" - SEE PLAN24"3"4.5"6"6"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.TYPE 1 PAVEMENT SECTIONSCALE NONEC-60116" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTS24"3"4.5"6"7"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.4.PAVEMENT IS REQUIRED TO BE SLIP FORM PAVED7" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSCOMPACTEDBACKFILLCOMPACTEDBACKFILLTYPE 2 PAVEMENT SECTIONSCALE NONEC-6012NYLOPLAST 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 NONE8C-601
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ETEMPORARY INLETPROTECTION, TYP.SITE DISCHARGELOCATION TOWALNUT CREEKLIMITS OF DISTURBANCE6.4 ACRESSTABILIZED CONSTRUCTION ENTRANCE:MIN. 20'X50'-6" DEEP, 2-3/4" GRAVELDRIVE W/ GEOTEXTILE UNDERLAYSFS
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SFSFSFSFSFSFSFSFSFSFSFSFSF12" DIA.FILTER SOCKSFSF SFSFSFSFSFSFSFSFSFSFSFSFSF12" DIA.FILTER SOCK6DRAWING 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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE040204080STORM WATER POLLUTION PREVENTION PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you 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.C-701SWPPPL:\LAND PROJECTS 2020\200104\DWG\C7 SWPPP.DWG4/21/2020 3:50:11 PM QUANTITY ESTIMATE:EROSION CONTROL FENCE1,500 LF12" DIA. FILTER SOCK330 LFTEMP. INLET PROTECTION10 EAPERMANENT SEEDING0.8 ACPERMANENT SODDING2.9 ACTEMP. SEEDING (SUDAS TYPE 4) NONE ANTICIPATED*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENTONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSIONCONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS.NOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"
MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGEROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11.TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.12.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SOPROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROTECTED FROM SLURRY FROM THE CONCRETE OPERATIONS.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.STABILIZED ENTRANCE20'x50'-6" DEEP, 2-3/4" GRAVEL DRIVEW/ GEOTEXTILE UNDERLAY120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFVICINITY MAPNOT TO SCALE
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020SE BOONE DRIVEPUBLIC IMPROVEMENT PLANSHEET INDEX:C-801NOTES & DETAILSC-802LAYOUT AND GRADING PLANSODDING NOTES:1.CONTRACTOR SHALL SOD ALL DISTURBED AREA. SEE PROJECT SPECIFICATIONS AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION.REQUIRED AS-BUILTS:1.THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF AS-BUILTS. CONTRACTOR SHALL PROVIDE BISHOP ENGINEERING SHOTS IN STATE PLANECOORDINATES FOR ALL STRUCTURES, FLOWLINES AND INVERTS, GRADE ELEVATIONS OF ALL PAVEMENT AND GUTTERS EVERY 25-FEET, ANDAS-BUILT ELEVATIONS ON ALL RAMPS AND LANDINGS WITHIN PUBLIC ROW.2.IF ANY PUBLIC IMPROVEMENTS COME BACK NOT TO PLAN OR NOT ADA COMPLIANT, CONTRACTOR IS RESPONSIBLE FOR FIXING THE ISSUESAND IS RESPONSIBLE FOR THE COSTS OF ALL SUBSEQUENT AS-BUILTS SURVEYS.SPECIFICATIONS NOTES:1.THE CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS AND SUDAS STANDARD SPECIFICATIONS SHALL APPLY TO ALL PROPOSED WORK SHOWNON THE PUBLIC IMPROVEMENT PLAN, EXCEPT AS OTHERWISE NOTED.2.THE CITY OF WAUKEE SPECIFICATIONS AND REQUIREMENTS SHALL GOVERN OVER SUDAS STANDARD SPECIFICATIONS, WHICH BOTH SHALL SUPERCEDE ALLPROJECT SPECIFICATIONS.3.IN THE EVENT OF A DISCREPANCY BETWEEN THE SUDAS SPECIFICATIONS AND THE CITY OF WAUKEE REQUIREMENTS AND SPECIFICATIONS, THE PROJECTENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FORANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANYCHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGESPERFORMANCE BOND:1.CONTRACTOR SHALL PROVIDE A 4-YEAR MAINTENANCE BOND AT THE COMPLETION OF THE PUBLIC IMPROVEMENTS IN ACCORDANCE WITH CITY OFWAUKEE AND IOWA SUDAS SPECIFICATIONS.GENERAL 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 SODDED 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.7.ALL PAVEMENT SHOWN ON THE PUBLIC IMPROVEMENT PLAN SHALL BE A C-4 OR M-4 MIX.UTILITY NOTES:1.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.2.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.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.STAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATIONWITH THE PROJECT ENGINEER.2.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.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.CONSTRUCT 'BT'' JOINTS LONGITUDINALLY & 'C' JOINTS TRANSVERSELY TO MATCH EXISTING 'C 'JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.SOILS REPORT:1.REFERENCE SOILS REPORT FOR ADDITIONAL SOILS INFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTING DESIGN,AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERN OVER PAVEMENT THICKNESS IN THESOILS REPORT.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JOEL JACKSON (515-276-0467) FOR A COPYOF THE SWPPP.2.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROTECTED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.3.WORK ON THIS PROJECT IS COVERED BY THE GENERAL PERMIT NO. 2 AND COSESCO FOR THE EASON ELEMENTARY SCHOOL SITE PLAN. REFER TOSWPPP SHEET C-701 FOR ADDITIONAL NOTES AND DETAILS.PAVEMENT MARKING REQUIREMENTS:1.ALL PAVEMENT MARKING PROPOSED ON THE PUBLIC IMPROVEMENT PLAN FOR SHALL DURABLE PAVEMENT MARKINGS.TRAFFIC CONTROL NOTES:1.ANY AND ALL TRAFFIC CONTROL SHALL BE CONSIDERED INCIDENTAL. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR TRAFFIC CONTROL MEASURES.2.IF LANE CLOSURES ARE NECESSARY, CONTRACTOR SHALL PROVIDE FLAGGERS OR TEMPORARY SIGNALS ON BOTH ENDS OF LANE CLOSURE INACCORDANCE WITH IOWA DOT STANDARD ROAD PLANS TC-213 OR TC-215. LANE CLOSURES REQUIRE AT LEAST 5 DAYS ADVANCED NOTICE TO THE PUBLICWITH CHANGEABLE MESSAGE SIGNS. CONTRACTOR SHALL COORDINATE WITH CITY ON CHANGEABLE MESSAGE SIGN VERBIAGE. LANE CLOSURE TIMESMUST ACCOUNT FOR PAVEMENT SAWCUT AND REMOVAL, GRADING, SUBGRADE PREPARATION, AND PAVING.3.FOR FULL STREET CLOSURES, CONTRACTOR SHALL COORDINATE WORK SUCH THAT ROAD IS CLOSED FOR NO LONGER THAN ONE WEEK. COORDINATEALL STREET CLOSURES WITH THE CITY.4.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING HOUSES IN THE PROJECT AREA. CONTRACTOR SHALL COORDINATE WITH HOME OWNERS IFCLOSURE IS NECESSARY.L:\LAND PROJECTS 2020\200104\DWG\C8 PUBLIC IMPROVEMENT.DWG
C-801PUBLICIMPROVEMENTPLAN NOTES& DETAILS4/21/2020 3:50:56 PM PAVING NOTES:1.CONSTRUCT 'BT'' JOINTS LONGITUDINALLY & 'C' JOINTSTRANSVERSELY TO MATCH EXISTING 'C 'JOINTS.2.0'PROPOSED 7" PCC(C4 MIX)12.0'EX PCC12" COMPACTED SUBGRADE95% STD PROCTOR, 2-6" LIFTS12' EX12' EXSE BOONE DRIVETYPICAL PAVEMENT WIDENING DETAILSCALE NONEBT-1 JOINTDOWELL NEW PAVEMENTINTO EXISTING SLAB W/36" LONG #4 BAR, 30" O/C2.0%CL ROADQUANTITY ESTIMATE:REMOVE EX. GRAVEL SHOULDER360 SYREMOVE EX. PCC PAVEMENT 27 SYSALVAGE/RELOCATE EX. BEACON 1 EASALVAGE/RELOCATE EX. SIGN 1 EARELOCATE EX. UTILITY BOX 1 EASUBGRADE PREPARATION435 SYPAVEMENT, 7" PCC300 SYCLASS 'B' GRAVEL, 7" CRUSHED STONE 55 TNPERMANENT SODDING 0.1 ACDURABLE PAVEMENT MARKINGS 1 LSTRAFFIC CONTROL 1 LSTESTING 1 LSSCHEDULE ESTIMATE:PARKING ADDITION BEGIN CONSTRUCTION - JUNE 1, 2021 COMPLETE CONSTRUCTION - AUG 31, 20217" GRAVEL SHOULDERCLASS 'B' CRUSHED STONE(PER IDOT SECTION 4120)2.0'10:1
15" ASHTTTEMF/OEEX 18" RCP FESFL=1018.57O/EO/EO/EO/EO
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8 10201019W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"W30"101910201020101910201021102110
2
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9 W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"HYDWVHYDWVEX 12" FESFL=1020.55T[][][][][][][]ST12"O/EO/EO/EO/EO/EO/EO/EO/EF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O102210201021102310221021102110221023EX GRAVEL102010211019PROTECT EX TORNADO SIRENEX WOOD FENCE15' P.U.E.BK. 799 PG. 58110' P.U.E.BK. 799 PG. 581LOT 38SE BOONE DRIVE(PUBLIC STREET - CONCRETE SURFACE )24'OWNER: GABRIEL VELASQUEZZONING: R-1SE WESTWOODS DR(PUBLIC STREET)EASON ELEMENTARY SCHOOLOWNER: WAUKEE COMM. SCHOOL DISTRICTZONING: A-1REMOVE & SALVAGE EX SCHOOL ZONE BEACONREMOVE & SALVAGE EX SPEED LIMIT SIGNSEX. CONC. WALKREMOVE EX. GRAVELSHOULDERSAWSCUT & REMOVEEX. PCC PAVEMENT & CURBEX JOINT, TYP.EX JOINT, TYP.EX. GRAVELPROTECT EX. HYDRANTPROTECT EX.UTILIITIES15" ASHTTTEMF/OEEX 18" RCP FESFL=1018.57O/EO/EO/EO/EO
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5.5'
REF. SITE IMPROVEMENT
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REF. SITE IMPROVEMENT
PLANS, TYP.100-YR PONDINGLIMIT=1019.884:11021.45EX1021.35EX1021.00EX1020.44EX1021.73EXDRAWING 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
ADDITION AND RENOVATIONS TO
EASON ELEMENTARY
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018P02MARCH 24, 2020April 7, 2020April 21, 2020GRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200104\DWG\C8 PUBLIC IMPROVEMENT.DWG
C-802PUBLICIMPROVEMENTPLANLAYOUT& GRADING4/21/2020 3:51:20 PM EX. CONDITIONS / DEMO PLANPROPOSED LAYOUTPROPOSED GRADINGDEMO NOTES:1.SCHOOL ZONE BEACON (RELOCATION BY CONTRACTOR) -SALVAGE, REMOVE & REPLACE BEACON, RECONNECT POWER.2.SPEED LIMIT SIGNS (RELOCATION BY CITY) - CONTRACTOR SHALLCOORDINATE WITH CITY ON RELOCATION OF SPEED LIMIT SIGN.
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 12' -8"
FACEBRICK, TYPE A FACEBRICK, TYPE B
ALUM WINDOW UNIT
ALUM STOREFRONT FRAMING
EXISTING BUILDING
GRADE LINE
METAL CANOPY
PREFIN ROOF EDGE
MATERIAL BREAKDOWN
FACEBRICK - 92%
GLAZING - 8%
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 12' -8"
FACEBRICK, TYPE A
FACEBRICK, TYPE B
ALUM STOREFRONT FRAMING
GRADE LINE
METAL CANOPY
PREFIN ROOF EDGE
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 12' -8"
FACEBRICK, TYPE AFACEBRICK, TYPE B
ALUM WINDOW UNIT
ALUM STOREFRONT FRAMING
EXISTING BUILDING
GRADE LINE
PREFIN ROOF EDGE
frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT
EASON ELEMENTARY
WAUKEE, IOWA
1/8" = 1'-0"DD-01
1 NORTH ELEVATION
1/8" = 1'-0"DD-01
2 EAST ELEVATION
1/8" = 1'-0"DD-01
3 SOUTH ELEVATION