HomeMy WebLinkAbout2020-05-04-J04 Prairieview School 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
Prairieview School Building Addition
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The Waukee Community School District is
requesting approval of a site plan to construct an addition to the existing
Prairieview School located north of SE University Avenue and east of
Ashworth Drive. The proposed addition is 4,590 square feet in area and
will be used as a fitness center for students attending Prairieview School.
The proposed addition is located on the north side of the existing
building. The materials proposed, brick and architectural metal paneling,
will match the existing materials on the 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 Prairie View School Addition (655 SE University Avenue)
Senior Planner, Andy Kass, 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 Ashworth Drive, containing approximately 21.03 acres.
Mr. Kass advised that the site plan identifies a 4,590 square foot building addition on the north
side of the existing building to be used as a fitness center. This fitness center has been indicated
for use by school related athletic programs. Several minor concrete additions for sidewalks and a
building entrance as indicated on the site plan. All utilities exist on site, and Stormwater will be
managed by preexisting detention. All parking, landscape, open space, lighting, and elevation
ordinance requirements have been satisfied.
At this time staff would recommend approval of the site plan.
Commissioner Conley questioned if the addition was only to be used as a weight room.
Kirk Johnson, a representative of the School District, advised that the current gym space
was utilized as more multi-purpose than dedicated space. By adding the additional fitness
center, it allows a transition to having two high schools and equal opportunities for the
students and continued growth.
J4
Commissioner Hoifeldt moved to approve a site plan for Prairieview School Addition (655 SE
University Avenue). Ayes: Broderick, Streit, Koshy, Inman, and Hoifeldt. Nays: Conley. Motion
Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2020-
APPROVING THE SITE PLAN FOR PRAIRIEVIEW SCHOOL BUILDING ADDITION
(665 SE UNIVERSITY AVENUE)
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 Prairieview School Building Addition on April 28, 2020; AND,
WHEREAS, the Site Plan for Prairieview School Building Addition is in general conformance
with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal
Code; AND,
WHEREAS, the Site Plan for Prairieview School Building Addition 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 Prairieview School Building Addition 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: Prairieview School Building Addition –
Site Plan
PREPARED BY: Andy Kass, AICP, Senior Planner
REPORT DATE: April 24, 2020
MEETING DATE: April 28, 2020
GENERAL INFORMATION
Applicant: Waukee Community School District
Owner: Waukee Community School District
Engineer: Eric Miller, 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 SE university
Avenue, east of Ashworth Drive, containing
approximately 21.03 acres.
Address: 665 SE University Avenue
AREA MAP
ABOVE: Proposed addition (outlined in BLUE) in relation to the existing building.
April 24, 2020
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Prairieview School Institutional A-1 (Agricultural
District)
North Single Family and
Townhomes
Single Family Residential &
Medium Density Residential R-2 (One and Two
Family Residential) & R-
4 (Row Dwelling &
Townhome District)
South Vacant – Undeveloped Neighborhood Commercial
& Light Industrial Office C-1A (Neighborhood
Commercial District)
East Gilcrest Jewett Institutional & Community
Commercial A-1 (Agricultural
District) & M-1A
(Limited Industrial
District)
West Waukee High School Institutional A-1 (Agricultural
District)
HISTORY
The existing building located on site is used for junior high classrooms. A number of additions have been
added to the building over the years with the most recent being in 2009 for an auditorium.
PROJECT DESCRIPTION
The site plan identifies a 4,590 square foot addition for a fitness center on the north side of the existing
building. The purpose of the fitness center is for the use of school related athletic programs. In addition to the
proposed fitness center, the site plan identifies some concrete additions for sidewalks and the building
entrance.
ACCESS AND PARKING
Access to the proposed site will utilize existing access points from SE University Avenue. No additional
parking is required because of this addition.
UTILITIES
Utilities exist on site to serve the building and the proposed additions. Stormwater management is accounted
for on the site to the east.
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.
ELEVATIONS
Elevations of the proposed additions have been provided for review. Materials proposed include brick and
architectural metal paneling. The proposed materials will match materials on the existing building.
April 24, 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 preliminary plat, final plat, and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, and Site Plan Ordinance. Staff recommends approval.
SITEDRAWING 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 19591018E04ADDITION TO
PRAIRIEVIEW SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWAMARCH 10, 2020MARCH 24, 2020APRIL 7, 2020L:\LAND PROJECTS 2020\200105\DWG\C0 COVER.DWG
C-001COVER SHEETPRAIRIEVIEW SCHOOLBUILDING ADDITION 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
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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, GRADING & UTILITY PLANC-601DETAILSC-701SWPPPSOD NOTES:1.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.GENERAL 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 COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.3.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.4.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.5.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.6.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.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.DISTURBED AREA IS LESS THAN 1.0 ACRE (0.40 ACRES) THEREFORE GENERAL PERMIT NO. 2 IS NOT REQUIRED FOR THIS PROJECT.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.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 SHALL GOVERNUNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED,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 DEPARTMENT FOR ANYCHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.PROPERTY DESCRIPTION:PARCEL "A" IN THE SOUTHWEST QUARTER OF SECTION 34-79-26 AS SHOWN ONTHE PLAT OF SURVEY RECORDED IN BOOK 789 AT PAGE 1164. SAID TRACT OFLAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OFRECORD.SAID TRACT OF LAND CONTAINS 28.90 ACRES MORE OR LESS.ANDPARCEL "B" IN THE SOUTHEAST QUARTER OF SECTION 34-79-26 AS SHOWN ONTHE PLAT OF SURVEY RECORDED IN BOOK 789 AT PAGE 1164. SAID TRACT OFLAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OFRECORD.SAID TRACT OF LAND CONTAINS 21.03 ACRES, MORE OR LESSADDRESS:655 SE UNIVERSITY AVEWAUKEE, IOWAOWNER:WAUKEE COMMUNITY SCHOOL DISTRICT560 SE UNIVERSITY AVEWAUKEE, IOWAPREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICT560 SE UNIVERSITY AVEWAUKEE, IA 50263ARCHITECT: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) 276-0467ZONING:A-1 AGRICULTURAL DISTRICTSETBACKS:FRONT = 75 FEETREAR = 50 FEETSIDE = 50 FEET TOTAL (20 MIN.)IMPERVIOUS / OPEN SPACE:IMPERVIOUS SURFACE ADDED: 6,284 SFIMPERVIOUS SURFACE REMOVED: 1,176 SFNET INCREASE IN IMPERVIOUS SURFACE:+5,108 SFOPEN SPACE PROVIDED = > 50%PARKING REQUIREMENTS (DAYTIME):JUNIOR HIGH SCHOOL PARKING REQUIREMENTS:(PRAIRIE VIEW MIDDLE SCHOOL)1 SPACE PER EMPLOYEE+1 SPACE PER CLASS ROOM55 EMPLOYEES = 55 STALLS REQUIRED54 CLASSROOMS = 54 STALLS REQUIREDHIGH SCHOOL PARKING REQUIREMENTS:1 SPACE PER EMPLOYEE+1 SPACE PER 5 STUDENTS BASED ON MAX CAPACITY OF SCHOOL90 EMPLOYEES = 90 STALLS REQUIRED1800 STUDENTS = 360 STALLS REQUIREDTOTAL STALLS REQUIRED DAYTIME: 559 STALLSPARKING REQUIREMENTS (EVENING):JUNIOR HIGH SCHOOL PARKING REQUIREMENTS:(PRAIRIE VIEW MIDDLE SCHOOL)1 SPACE PER 4 SEATS IN GYMNASIUMS AND AUDITORIUMSWHICHEVER IS GREATERGYM =994 SEATS OR 249 STALLS REQUIREDAUDITORIUM=400 SEATS OR 100 STALLS REQUIREDHIGH SCHOOL PARKING REQUIREMENTS:1 SPACE PER 4 SEATS IN GYMNASIUMS AND AUDITORIUMSWHICHEVER IS GREATERGYM =2,500 SEATS OR 625 STALLS REQUIREDAUDITORIUM=648 SEATS OR 162 STALLS REQUIREDTOTAL STALLS REQUIRED EVENINGS: 1,136 STALLSPARKING PROVIDED:HIGH SCHOOL LOT WEST OF HS: 311 STALLSSHARED HS/PV LOT: 670 STALLSSOUTHERN PRAIRIE VIEW LOT: 113 STALLSSTADIUM PARKING LOT: 255 STALLSTOTAL EXSTING PARKING PROVIDED = 1,349 STALLS (INCLUDING 43 H.C. STALLS)BENCHMARK:BASIS OF BEARING ASSUMED FOR THE PURPOSES OF THIS SURVEYPOINT # 9012NORTHING = 584098.46EASTING = 1541115.77ELEVATION = 1032.22DESCRIPTION: IRON PIPE W/RED PLASTIC CAPPOINT # 9013NORTHING = 584452.88EASTING = 1541164.96ELEVATION = 1033.72DESCRIPTION: MAG NAILVICINITY MAPNOT TO SCALE4/3/2020 4:57:18 PM
FF=1039.46FF=1039.48FF=1039.49FF=1039.48FF=1039.48FF=1039.4510" MAPLE10" MAPLE10" PINE10" PINECO8" MAPLE8" MAPLE8" MAPLE8" MAPLE8" MAPLEHY D
WVCOEX CLEANOUTRIM=1039.35GGGGGGGGGGGG10
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.EX. CONC. WALKCLEANOUTRIM=1038.25FL=1035.10±COOWNER: DALLAS COUNTYZONING: A-1EX. CONC. TURN DOWN WALKSAWCUT & REMOVEEXISTING PCC WALK(DEMO SUMMER 2020)REMOVE EXISTING TREEPROTECT EXISTING TREEW/ 4' ORANGE CONSTRUCTIONFENCE AT DRIP LINE, TYP.SAWCUT & REMOVE EXISTING PCC WALK(DEMO AFTER JUNE 14, 2021 TO MAINTAINACCESS TO BUILDING ENTRY)6.8
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'61'SAWCUT & REMOVEEXISTING PCC WALK(DEMO SUMMER 2020)REMOVE EXISTING PCC STRUCTURALSTOOP TOP, PROTECT FOOTING(DEMO SUMMER 2020)15'10'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.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 19591018E04ADDITION TO
PRAIRIEVIEW SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWAMARCH 10, 2020MARCH 24, 2020APRIL 7, 2020GRAPHIC SCALE01051020C-101DEMO PLANL:\LAND PROJECTS 2020\200105\DWG\C1 DEMO.DWG4/3/2020 4:57:53 PM
FF=1039.46FF=1039.48FF=1039.49FF=1039.48FF=1039.48FF=1039.4510" MAPLE10" MAPLE10" PINE10" PINECO8" MAPLE8" MAPLE8" MAPLE8" MAPLEHY D
WVCOEX CLEANOUTRIM=1039.35GGGGGGGGGGGG10
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SFFF=1039.485'x5' STRUCTURAL STOOP, TYP(REF. DETAIL 3/C-601)EX1039.43EX1039.431039.001039.480.0%STSTSTST50 LF 8" HDPE @ 5.0%NEW 24" NYLOPLAST INTAKEW/ BOLT DOWN CASTINGRIM=1036.10FL(NE)=1032.10FL(W)=1031.85±REF PLUMBING PLANSFL=1035.00REMOVE EX 6" TEEINSTALL NEW 6" CROSSEX FL=1031.75±(CONTRACTOR FIELDVERIFY PRIOR TO INSTALL)1039.411039.481039.411.5%1039.351039CRITICAL CROSSING:BOT STORM=1033.2TOP WATER=1031.0(FIELD VERIFY)5 LF 6" HDPE@ 2.0%REMOVE & REPLACE EX.PCC TURN DOWN WALK TONEAREST JOINT IN KIND FORSTORM SEWER CONNETION(REF. DEAIL 1/C-601)REF. PLUMBING PLANFOR RELOCATION1039.495'1039.411039.481.5%1.5%5:12.8%1.5%53.9'85.0
'22.4'31.5'85.0
'NEW 5" PCC WALK W/GRANULAR SUBBASEINSTALL SUMMER 2021(REF. DEAIL 4/C-601)6' TEMPORARYCONSTRUCTION FENCEUSE EX. CONC. WALK THIS SIDE OFFENCE TO MAINTAIN BUILDINGACCESS UNTIL SUMMER 2021 DEMO1039
1038
EX1038.18EX1038.180.0%EX1039.35EX1039.35EX1036.631.5%1037.003.5%0.0%1038.824.6%1038.891037.074.6
%2.4%1.5%1.5%5"
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NEW 5" PCC WALK(REF. DEAIL 2/C-601)EX1038.190.0%0.0%2.5%CONSTRUCTIONACCESS GATE(SIZE PER CONTRACTOR)CONTRACTOR TO REMOVE & REPLACETURN DOWN WALK AS NECCESARYFOR CONSTRUCTION ACCESS(REF. DEAIL 1/C-601)1.0%1.0%5.7
'5.4'STSTSTSTSTSTSTSTSTCONNECT TO EX. SUBDRAINEX FL=1035.10±(CONTRACTOR FIELDVERIFY PRIOR TO INSTALL)70 LF-6" SLOTTED N-12@ S=2.50% (SLOTS UP) FL=1036.9017 LF-6" SLOTTED N-12 LATERALS,SLOPE TO MAIN LINE AT 2.0%, TYP.(SLOTS UP) FL=1035.4015' TYP.150' HYD. RAD.1039.48EX1037.523.1%3.3%EX1036.11EX1036.05T/CEX1035.49GEX1037.42T/CEX1036.92GEX1036.56T/CEX1036.15G1036.701036.63T/CEX1036.31GEX1037.10EX1037.04T/CEX1036.63G4.0%1.5%4.1%3.1%0.7%PCC TURN DOWN WALK(REF. DEAIL 1/C-601)10.1'0.7%0.6%5'10'GAS UTILITY NOTE:IT IS NOT ANTICIPATED ANY GAS LINE RELOCATIONWORK WILL BE NECESSARY. AT THE REQUEST OF THECITY, IF ANY GAS LINE RELOCATION WORK ISNECESSARY, THE OWNER WILL BE RESPONSIBLE FORTHE COST OF ANY RELOCATION WORK PERFORMED BYCITY OF WAUKEE GAS DEPT, NOT THE CONTRACTOR. NEW 10'x5' STRUCTURAL STOOP TOP(REF. STRUCTURAL & DETAIL 3/C-601)0.6%1039.481.5%6'5'NEW 6'x5' STRUCTURAL STOOP TOP(REF. STRUCTURAL & DETAIL 3/C-601)EX1039.36EX1039.451.8%0.8%0.0%0.5%0.0%EX1039.45EX1039.452.0%2.0%0.0%5" PCC WALK(REF. DEAIL 2/C-601)1039.410.0%1.5%1039.411039.460.2%1038.951038.9562.
2
7
'17.4
'5'x3.75' STRUCTURAL STOOP, TYP(REF. DETAIL 3/C-601)61'1039.481039.480.0%1.5%1.5%1039.421039.420.0%1039.221.5%EX1039.48EX1039.481.5%2.7%1039.371039.32DRAWING 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 19591018E04ADDITION TO
PRAIRIEVIEW SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWAMARCH 10, 2020MARCH 24, 2020APRIL 7, 2020GRAPHIC SCALE01051020L:\LAND PROJECTS 2020\200105\DWG\C2 LAYOUT.DWG
C-201LAYOUT,GRADING &UTILITY PLAN4/6/2020 7:06:12 AM
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 19591018E04ADDITION TO
PRAIRIEVIEW SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWAMARCH 10, 2020MARCH 24, 2020APRIL 7, 2020L:\LAND PROJECTS 2020\200105\DWG\C6 DETAILS.DWG
C-601DETAILS SHEET4/3/2020 4:58:50 PM SIDEWALK DETAILSCALE NONE2C-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 SLOPEXXX#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 NONE3C-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 NONE1C-6015"5" - SEE PLAN5" PCC6" GRANULARSUBBASESEE NOTESNOTES:1. SLOPE SIDEWALK IN ACCORDANCE WITHGRADING PLAN, 2% MAX CROSS SLOPE.2. 6" GRANULAR SUBBASE SHALL FOLLOWIOWA DOT GRADATION 12.5"6"12"12" SUBGRADE PREP12"12"6" SUBDRAIN (SLOTS DOWN)LOCATION UNDER WALK ANDTYPE OF PIPE VARIES, SEE PLANVARIES SEE PLAN
2" MIN12"MINVARIESSEE PLANSLOPE GROUND3:1 MINPEA GRAVELSIDEWALK WITH GRANULAR SUBBASE DETAILSCALE NONE4C-601NYLOPLAST COUPLING(ADS CODE 1579 AG) SCH. 40 PVC TO N-12(REDUCING COUPLING AS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE5C-601
BUILD
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1037 103710371036103610371038103910351036DST10"ST10"ST10"ST10"10' MIDAMERICANELECTRIC LINE EASMENTBOOK 2003 PAGE 11548U/E U/E U/E U/E U/E
U/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
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ING COPOSSIBLE STAGING AREA, DUMPSTER,OUTHOUSE & CONCRETE CONTAINER LOCATIONSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPOSSIBLESTOCKPILESFSFTEMPORARY INLETPROTECTION, TYP.EROSION CONTROLFENCE, TYP.SFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF12" DIA. FILTER SOCKSFSFSFSFSFSF12" DIA. FILTER SOCKTOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE 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 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:2600 westown parkway, suite 340, west des moines, iowa 50266
p 515.223.5100 f 515.223.7226 www.frk-ae.com
frk architects + engineers3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 19591018E04ADDITION TO
PRAIRIEVIEW SCHOOL
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWAMARCH 10, 2020MARCH 24, 2020APRIL 7, 2020GRAPHIC SCALE01051020STORM 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.EROSION CONTROL NOTES:1.SWPPP PLAN IS CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODICUPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONSTO ASSURE COMPLIANCE WITH CITY/STATE/FEDERAL REQUIREMENTS. IT IS THECONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANYAND ALL MEASURES NECESSARY TO COMPLY WITH CITY/STATE/FEDERALREQUIREMENTS.2.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.3.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.4.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING ISCOMPLETED AROUND INTAKE.5.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.6.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.8.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS ARE MET.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE 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 RISERSIGNDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWV5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"
MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGL:\LAND PROJECTS 2020\200105\DWG\C7 SWPPP.DWG
C-701SWPPP4/3/2020 4:59:22 PM DISTURBED AREA:DISTURBED AREA = 0.40 ACRESGENERAL PERMIT NO. 2 IS NOT REQUIRED
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 20' -8"
FACEBRICK, TYP
METAL WALL PANELS
EXISTING BUILDING BEYOND
ALUMINUM CURTAINWALL FRAMING
MATERIAL BREAKDOWN
FACEBRICK - 53%
METAL WALL PANELS - 39%
GLAZING - 8%
MAIN LEVEL
EL: 0"
T.O. MASONRY
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T.O. MASONRY
EL: 20' -8"
FACEBRICK, TYP
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ALUMINUM CURTAINWALL FRAMING
frk
architects + engineers
WAUKEE COMMUNITY SCHOOL DISTRICT
PRAIRIEVIEW SCHOOL
WAUKEE, IOWA
SCALE:1/16" = 1'-0"
1 DD - NORTH ELEVATION
SCALE: 1/16" = 1'-0"
2 DD - EAST ELEVATION
SCALE: 1/16" = 1'-0"
3 DD - WEST ELEVATION